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HomeMy WebLinkAboutCifuentes Glenn Goldsmith,President ��p�0 COGy.` Town Hall Annex A.Nicholas Krupski,Vice President c < 54375 Route 25 Eric Sepenoski ,? P.O. Box 1179 %Liz Gillooly �y • p�� Southold,NY 11971 Joseph Finora �C! + �p Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed infield by: G• Co Idsr,+� RODULFO DAVID CIFUENTES requests a Wetland Permit for the existing 1,074sq.ft. one-story cottage that includes a 9.2'x24.5' enclosed porch with a 3'x4.2' entry and steps, a 215sq.ft. deck with brick steps, 3.5'x3.5' wood steps, and raised a/c unit; a 3.6'x4.3' outdoor shower; a 60sq.ft. shed and-a 3.3'x5' generator on a concrete pad; existing 10.4'x15.9" seaward wood deck/dock; existing 345.47sq.ft. wood dock consisting of a 16.66sq.ft. landward fixed ramp to a 48.45sq.ft. fixed ramp to a 38.18sq.ft. fixed walk to a 175.68sq.ft. fixed platform with a 57sq.ft. fixed access platform with 3.2' steps down. Located: 2035 Laurel Way, Mattituck. SCTM# 100-121- 4-21 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: J Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: ✓ Yes No Not Applicable Info ineed ed/Modificatiogns/Conditions/Etc.: ` 1 t�il�'Y' � c�n G�(e ;� l'1 rs o,.►/'c� S'�cr o,/� �s�� G�csSCG,S� "Po h ou c'� at."Oye axr—gs!s VM gnu e�oc� �ra�;✓� sn S iz Present Were: � G. Gp-Idsmith N. Kr pski f E. Sepenoski J L. Gillooly J. Finora GENERAL NOTES: 07/ SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION 0 N� T R A C T 0 R N 0 T E SGeneral Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2025 RESIDENTIAL CODE OF j�m r _ 3 Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. i H � GENERAL NOTES: 1 . All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. : . ` 2• FIRE SAFETY: 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. KEHL DESIGN ASSOCIATES LLC 1 ALL WORK SHALL CONFORM TO THE REQUIREVIENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2025 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A 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 specified code. B. LOCKED AREA. residential a commercial design o consulting 7• PRACTICES. 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 a. All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box1675 phone: 16311 433-9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a BOCA number and shall be manufactured by a registered manufacturer. AND PAY ALL FEES REQUIRED BY THE GOVERI`�ING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn650doptonline.net 3• 5. Erect and brace trusses in accordance to truss plate institute recomrrlendations. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK Kehl Design Associates,LLC o formerly DAK Associates,LLC SHALL BE INCLUDED AS IF THEY WERE INDICA-TED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: b. Plywood sheathing shall be continuous over two or more spans with grain of face p>lys across supports 5. corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA. THE'CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7, All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. n va Desi lues: 3. DUST CONTROL: copied, disclosed to others or used in connection g with any work or project other than for which 6• a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. THE CONTRACTOR SHALL LAYOUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1,600,000 PSI PLUMBING, ELECTRICAL, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONSTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS 7• - PLUMBING WORK SHALL BE PERFORMED BY PEERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb 825 PSI C. OR HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRES PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE © COPYRIGHT KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR 8. a Laminated Veneer Lumber (LVL): ACCUMULATION. PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL . ELECTRICAL WORK SHALL BE PERFORMED BE IPERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN = 0,000 PSI COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT THROUGH THE BUREAU OF E=LECTRICAL CONTROL E 1 ,90 ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 90 PSI WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE 9 Fb = 2600 PSI 4. NOISE AFTER HOURS: SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED , . DRAWINGS, AND ALL OTHER WORK THAT MAY EBE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES LLC NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TFO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUJCTION OF THIS BUILDING. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORIk<ER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO 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 LLC. Acceptance of these drawings does not authorize the right to OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. build without the authorization of local governing agencies, such WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. 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 9 9 9 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHBORS. as Suffolk County Dept. of Health Services, Town Building THE CONTRACTOR IN COORDINATING THE WORIk< WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS Departments, DEC, FEMA, etc. Verify all conditions, codes, RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. TFHE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES and requirements with such agencies prior to construction. 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROUTfING AND PLACEMENT OF ALL 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 DISCONNDCTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE WORK NOTES: 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTFING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF R301 DESIGN CRITERIA AS PER THE ARCHITECTURAL FEATURES AND STRUCTURE. AINY 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, LLC. HARNvILESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR 2025 RESIDENTIAL CODES OF 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 NEW YORK STATE ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMIENT, 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 R301.1 APPLICATION BUILDINGS AND STRUCTURES, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, AND PARTS THEREOF SHALL BE CONSTRUCTED TO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER I ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2025 RESIDENTIALL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OFPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R31 4 OF THE 2025 RESIDENTIAL CODE OF NEW YORK STATE. PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MFNT REQUIRED HAZARDS CATEGORY THE BUILDINGS AND STRUCTURES IN ACCORDANCE 20 Ibs/sqft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 1 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. WITH THE PROVISIONS OF THIS CODE SHALL RESULT TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTEC-TED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2025 IN A SYSTEM THAT PROVIDES A COMPLETE LOAD (IN POUNDS PER SQUARE FOOT) OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1886 AND RESIDENTIAL CODE OF NEW YORK STATE PATH THAT MEETS THE REQUIREMENTS FOR THE ASTME E1996. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2025 RESIDENTIAL CODE OF NEW YORK STATE THROUGH THE LOAD-RESISTING ELEMENTS TO THE DESIGN CRITERIA OCCUPANCY OR USE LIVE CONCENTRATED FOUNDATION. BUILDINGS AND STRUCTURES - - _--_-_----- 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS LOADS EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE PRESCRIPTIVE DESIGN UNINHABITABLE ATTICS WITHOUT STORAGEb 10 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF �1'6 INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) DEEMED TO COMPLY WITH THE REQUIREMENTS OF SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED Tc0 THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2025 RESIDENTIAL CODE OF NEW YORK STATE THIS SECTION. USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITH LIMITED STORAGEb'g 20 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING, PANELS SHALL BE PREDRILLEED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE R301.1.1 ALTERNATE PROVISIONS COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2.11(1) OR ASCE-7, WITH THE PERMANENT AS AN ALTERNATIVE TO THE REQUIREMENTS IN USE OCCUPANCY HABITABLE ATTICS AND ATTICS SERVED WITH '-AXED STAIRS 30 - CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY SECTION R301.1 THE FOLLOWING STANDARDS ARE IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEGHT OF 45 FEET (13,728mm) OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. PERMITTED SUBJECT TO THE LIMITATIONS OF THE RESIDENTIAL R-3 (SINGLE FAMILY) WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V,it IS 180 MPH (290kps) OR LESS. THIS CODE AND THE LIMITATIONS HEREIN. WHERE BALCONIES (EXTERIOR) AND DECKS (e) 40 NAILING NOTES: ENGINEERED DESIGN IS USED IN CONJUNCTION WITH TYPE OF CONSTRUCTION (CHAPTER 6) TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHE=DULE FOR WOOD n THESE STANDARDS, THE DESIGN SHALL COMPLY FIRE ESCAPES 40 STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE 0 CHAPTER 6, TABLE R602.3(1) OF THE 2025 WITH THE BUILDING CODE OF NEW YORK STATE. RESIDENTIAL CODE OF NEW YORK STATE. TYPE GROUP GUARDS AND HANDRAILS - 200hJ FASTENER SPACING (INCCHES) 1) AWC WOOD FRAMED CONSTRUCTION MANUAL -- NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, (WFCM) V B GUARD IN-FILL COMPONENTSf h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL "FOUNDATIONS" OF THE 2025 RESIDENTIAL CODE OF NEW YORK STATE 2) AISI STANDARD FOR COLD-FORMED STEEL 50 < 4 FEET SPAN < 6 FEET SPAN < 8 FEET FRAMING - PRESCRIPTIVE METHOD FOR ONE- HEIGHT AND FIRE AREA PASSENGER VEHICLE GARAGES° 50 2,000° NO. 8 WOOD SCREW- ENERGY DESIGN CRITERIA REQUIREMENTS ARE TO MEET THE REQUIREMENTS OF A RES CHECK AND TWO FAMILY DWELLINGS (AISI-S230) BASED ANCHOR WITH 2 16 10 8 3) ICC STANDARDS ON THE DESIGN AND HEIGHT FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS 40 - INCH EMBEDMENT LENGTH BASED ON THE 2025 NYS ENERGY CODE CONSTRUCTION OF LOG STRUCTURES (ICC400) NO. 10 WOOD SCREW- REV: THE VERTTICALL STANCE FROM GRADE SLEEPING ROOMS 30 - INCH BASED MBEDMEANCHOR NT LWITH ENGTH 16 12 9 NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTEnNS OF ALL MATERIALS JULY 29, 2026 PLANE TO THE AVERAGE HEIGHT OF UNLIIMITED AREA THE HIGHEST ROOF SURFACE .3 STORY STAIRS 40° 300c Y4 NCH DIAMETER LAGSCREW- TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2025 RESIDENTIAL PROJECT: =NA AS PEIR TABLE 506.2 BASED ANCHOR WITH 2 16 DER CHAPTER 5 OF THE INCH EMBEDMENT LENGTH CODE OF NEW YORK I 16 16 C I F U E N T E S 2025 BUILDING CODE OF NEW YORK FOR SI: STATE. 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm, 1 POUND = 4.45 N, FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound 4.448 N, 1 mile per hour = 0.447 m/s NOTE: ALL CONSTRUCTION IS TO COMPLY WITH 2O25 RESIDENTIAL BUILDING CODE OF NEW YORK STATE , RESIDENCE a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING THE UNIFORMLY = DISTRIBUTED LIVE LOAD OR A 2,000-POUND CONCENTRATED LOAD e. This table is based on 180 mph ultimate design wind speeds Vic and a 45-foot mean roof height. 2024 NATIONAL ELECTRICAL CODES, AND THE 2024 WOOD FRAMING CONSTRUCTION MANUAL. TOTAL HEIGHT FROM RIDGE TO GRADE NA APPLIED OVER AN AREA OF 4� INCHES BY 4' INCHES, WHICHEVER PRODUCES THE EXISTING GREATER STRESS. b. Fasteners shall be installed at opposing ends of the wood structural panel. b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT Fasteners shall be located a minimum of 1 inch from the edge of the panel. BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into C® D i T10 IN'S LUMBER SPECIES AND GRADE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF the building frame. Fasteners shall be located a minimum of 21'2 inches from the edge of concrete block or concrete. ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors 2035 LAUREL WAY ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LAR(CH #2 AND BETTER TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. having a minimum ultimate withdrawal capacity of 1,500 pounds. 2 ANID BETTER c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD MATTITUCK, NY, 11952 ALL EXT. DECK FRAMING MATERIAL CCA NC PINE # OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 2 INCHES BY 2 INCHES, LOT DATA AND CRITERIA HOUSE DATA AND CRITERIA WHICHEVER PRODUCES THE GREATEST STRESSES. d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SCTM. # 1000-121 -04-21 FOR A GUARD NOT REQUIRED TO SERVE AS A HANDRAIL, THE LOAD NEED NOT BE APPLIED Lot Size = 14,5�6 SgFt _ DRAWING TITLE: TO THE TOP ELEMENT OF THE GUARD IN A DIRECTION PARALLEL TO SUCH ELEMENT. _,. AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. !� -:`, °`�_w ` ' 'Y• � t �' `;` - - GENERAL NOTES EXISTING CRAWL SPACE NA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL Buildable lot as per Code = 221 SgFt NEW CRAWL SPACE NA FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED NEW BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. - NEW FIRST FLOOR NA House Lot Coverage & Deck - 1326 SgFt ; NOTES: UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN 6 -'" THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. FIRST FLOOR NA 9 THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO ORt: EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN Shed = 57 Sq Ft gt,I c, 1;m, .'s _ . _ DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN � �+Sgry PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL "1 THE PLANE OF THE TRUSS PumpHouse = ` 8 Ft FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW BALCONY NADESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSSUNFORESEEN FIELD Rear Deck = 163 SgFt FORMALLY ACKNOWLEDGED REVISION TODTHESE PLANS. UPON COMMENTS NOT ATTIC HOUSE a NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: Deck / Dock = 336 $qFt ATTIC (HOUSE)(b) NA SEAL: DATE: EX. GARAGE NA 1 THE BY 30 IINCHESAINISLENGTHSIBLE THAT ISOM AN LOCATEDPENINGWHERENTOHELCLEARHHEIGHESS TAN � INHES IN ID INCTHE ATTIC S Total Lot Coverage = 1950 SgFt May 23 2026 NEW GARAGE NA NOT LESS THAN 30 INCHES BONUS ROOM NA 1950S Ft PROJECT NO: SCREENED PORCHES NA 2. THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN g f't r ' i''� ; �'. - SUNROOM NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. �F� � � r-�. \ DRAWN BY: NEW DECK 163 SOFT 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD Max Lot Coverage ZO% X 2,21 S Ft 44.2 S Ft >� , \ BDK OUIF)OOR PATIO/SHOWER NA MEMBER DEPTH. g - q - q * p HECKED BY: COVLRED ENTRANCE NA THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE Existing Lot Coverage = 1950 SgFt = 441 % r , POOL HOUSE CABANA NA DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS - u SHEET NUMBER: ACCESSORY STRUCTURE NA THAN 10 POUNDS PER SQUARE FOOT. NEW DECK DOCK 336 SOFT h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A Front yard setback = 35 SAFETY FACTOR OF 4. THE LOAD ADJUSTMENT FACTOR SHALL BE APPLIED To EACH !!�/fc;Ctil�d j/ ON THE IN-FILL COMPONENTS. THESE G 1 OF THE CONCENTRATED LOADS ELOADS D TO TSHALHE TOLPBEFDETERM NEDTHE RAIL, AINDEPND OENDENT OF ONE THE LOAD Side yard setback = 10' (a) WITHOUT STORAGE ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. (b) WITH STORAGE i. WHERE THE TOP OF THE GUARD SYSTEM IS NOT REQUIRED TO SERVE AS A HANDRAIL, Both side yards setbacks = 25 DOB NUMBER: OF THE SINGLE CONCENTRATED LOAD SHALL BE APPLIED AT ANY POINT ALONG THE TOP, Rear yard setback = 35' IN THE VERTICAL DOWNWARD DIRECTION AND IN THE HORIZONTAL DIRECTION AWAY FROM THE WALKING SURFACE. WHERE THE TOP OF A GUARD IS ALSO SERVING AS A HANDRAIL, 0 KEIII-DESIGN•ASSOCIATES, u.r A SINGLE CONCENTRATED LOAD SHALL BE APPLIED IN ANY DIRECTION AT ANY POINT A LONG THE TOP. CONCENTRATED LOADS SHALL NOT BE APPLIED CONCURRENTLY 7, ....../ F, SIMPSON STRONG- TIE CONNECTORS SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF TWO 8d NAILS THIS MTS210 LTS20 DOUG-FIR LARCH / SO. PINE UPLIFT SIDE OF TRUSS. PROVIDE (1) HGA10KT ON ALLOWABLE LOADS 1.2 LOAD SDE OF CEILING JOIST o FASTENERS LATERAL WITH TOTAL FOUR 0 AND ON SIDE OF RAFTER ULT. NAILS INTO TRUSS MODEL GA UPLIFT UPLIFT CODE REF. 8d NAILS NO. TO AVG (133/160) 8d.1J RAFTERS/ TO TO STU TRUSS PLATES STUDS (133) (16(0) F, F2 (133& i£I, - ! it ® -- j/ 160) SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER V'C H7 16 4-8d 2-8d 8--8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES residential & commercial design e consulting H6 16 8-8d 8--8d 3983 915 9 50 650 5, 44 DIMENSIONS FASTENERS ALLOWABLE: UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO 0 ARTR-x12 (TOTAL) -LENGTH OF BOLT WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAILS PO.Box 1675 phone: (631 433-9084 AVG LEN CODE MODEL CA _F ULT. LFTA 2 LFTA REF. INTO o Southold,New York 11971 E-Mail: ssbn654@optonline.net AX, CLEAR DIA 31, PLATES U11'I .* : WIDTH SPAN L OTY 2�" 3J 1 2" 2�" 3 34 EIGHT-�' 2.-- 8d NAILS,_Ar- Kehl Design Associates,LLC 0 formerly D A K Associates,LLC INTO SP4 LFTA 16 24" 17" 38j"16-10d 4200 1205 - 1400 5, 44, 85 STUD OWNERSHIP & USE OF DOCUMENTS: o ERS2 DOUG-FIR L)ARCH / SO. PINE o FASTEN ALLOWABLE UPLIFT LOADS 0° These drawings and specifications including the MODEL L AVG 10d 10d x 1�" CODE oo ideas, design and arrangements represented NO. ULT. REF. LFTA -d--A( therein, are the property of KEHL DESIGN Tod 10d x 1) (133 / 160)) (133) (160) LSTA21 oo ASSOCIATES, LLC. No part thereof shall be 'o Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 o oo HGA10 with any work or project other than for which 10. 0 o 0 they have been prepared without written consent. MTS20 20 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ART�-xl 2 o DETAIL "K11 8 LST20 20 12-10d 12-10d x 121" 2383 775 720 720 3, 41 CNW- . DOU G-FIR-LARCH/ 0 TU 5"- COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR COUPLER NUT DETAIL Equal, number o IMPSON PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL L TYPE OF DIRECTION 30. PINE CCODE speci-Pied naits in TAKE-UP WASHER COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT MODEL CONNEC - OF LOAD ALLOWABLE LOADS HREF. I NO. TON FLOOR ROOF (133/ each end -1 Simpson Strong-Tie WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE (100) (125) 160) SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT ICS16 5 C 515 645 670 AR T8"xl 2 TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED 1 1114 5 J 515 645 670 6, 39, 97 DETAIL "H11 /r EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. I H 1 515 645 670 1 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWNDEFLECTION CODE o ARTJ'x12 STUD DEFLECTION AT HIGHEST REF. cceptance of these drcwlngs does not authorize the right to MODEL MACHINE AVG LENGTH OF BOLT 2.3 AT HIGHEST A NO. BASE BODY ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE build without the authorization of local governing agencies, such CA CA HB SB W H B so CIL DI A 5-8 --T LOAD DESIGN 0 oc) 07 DESIGN WHEN RAISED OFF 0 as Suffolk County Dept. of Health Services, Town Building Y DIA 1j" 2" 21" 3" LOAD THE SILL PLATE 0 0 Departments, DEC, FEMA, etc. Verify all conditions, codes, HD2A 16 1 12 1 4{" 1 2'1" 1 2J" 8" 1 2 J" 1 J" 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 and requirements with such agencies prior to construction. 0 MODEL DIMENSIONS FASTENERS ALLOWABUE UPLIFT LOADS I PLATE AVG CDF SP CODE NO. WORK NOTES: W-1 L STUD ATE ULT. (133)2 T1_r,_0_)-_ REF. 301 DESIGN CRITERIA AS PER THE SP4 3a" 7J" 6-10d x 1j" - 2917 735 885 7, 40, 127 2025 RESIDENTIAL CODES OF DIMENSIONS FASTENERS (TOTAL) ALLOWABLLE TENSION LOADS CODE NEW YORK STATE MODEL CA FLOOR REF. 0 1c, NO. NAILS ('00) (;133) (160) De R301.1 APPLICATION BUILDINGS AND STRUCTURES, LSTA21 20 e 16-10d 905 1205 1 1295 7, 40, 90 AND PARTS THEREOF SHALL BE CONSTRUCTED TO DIMENSIONS FASTENERS (TOTAL) ALLOWABLIE TENSION LOADS CODE SAFELY SUPPORT ALL LOADS, INCLUDING DEAD MODEL GA FLOOR REF. NO. W L NAILS (100) (;133) (160) Simpson Strong-Tie -STU 8"- LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, MSTA24 18 11" 24 16-10d 1025 1370 1640 , 7, 40, 90 LUS46 SIMPSON SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS MODEL TOTAL FASTrENERS ALLOWABLE TENSICN LOADS NAIL CODE PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF L SPACING REF. HD2A TAKE-UP WASHER THE BUILDINGS AND STRUCTURES IN ACCORDANCE NO. END CA CUT LENGTH (TOITAL) WITH THE PROVISIONS OF THIS CODE SHALL RESULT (LENGTH L (133 / 160)2 oc. OF ROLL) (100), (IN A ROW) - NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie H6 IN A SYSTEM THAT PROVIDES A COMPLETE LOAD CS16 150' 14" 1 16 CLEAR SPAN +31" 28S-8d 1235 1 1650 2�" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE PATH THAT MEETS THE REQUIREMENTS FOR THE DIMENSIONS FASTENERS --- NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DN. DOUG-FIR RCH./SO. PINE ALLOWAB E LOADS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN NO. GA HEADERS JOISTS AVG UPLIFT FLOOR (100) SNOW (115) ROOF (125) CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES THROUGH THE LOAD-RESISTING ELEMENTS TO THE W H 6 10d 16d ULT. (133) (160) 10d 116d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. DETAIL "IF" FOUNDATION. BUILDINGS AND STRUCTURES LUS46 18 3A" 4J" 2 4-1 6d I 4-16d 6076 1140 11160 1000 1150 1250 7, 40, 127 DETAIL 11111 CNW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE HUS210-2 14 3J" 9J" 2 2065 COUPLER NUT DEEMED TO COMPLY WITH THE REQUIREMENTS OF 18-16dl 8-16d 6076 1 5512105 1900 -1 .1, 36, 84, 122 ARTJ"X1 2 STU 5"- THIS SECTION. -FIR LARCH/SO PIN ALLOWABLE LOADS 8 FASTENERS UPLIFT LATERAL CODE SIMPSON MODEL AVG UPLIFT (133/160) REF. R301.1.1 ALTERNATE PROVISIONS NO. GA ULT. TAKE-UP WASHER AS AN ALTERNATIVE TO THE REQUIREMENTS IN TO RAFTERS1 TO PLATES TO STUDS (133) (160) F, 172 160 SECTION R301.1 THE FOLLOWING STANDARDS ARE HGA10KT 14 4-SDSJ%1J" 4-SDSJ"x3" 15233 435 435 1165 940 PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH USE A MINIMUM OF MTS16 SP4 THESE STANDARDS, THE DESIGN SHALL COMPLY TWO 8d AILS THIS MTS16 WITH THE BUILDING CODE OF NEW YORK STATE. COUP OF TRUSS. HD2A COUPLER NUT TOTAL P • CD SE A MINIMUM OF SP4 1) AWC WOOD FRAMED CONSTRUCTION MANUAL d NA (WFCM) 8d NAIL TWO 8d NAILS THIS STU ANCHOR BOLTS INTO TRUSS SIDE [IF TRUSS. SIMPSON LSTA21 SIMPSON 2) AISI STANDARD FOR COLD-FORMED STEEL /: 0 oo,o TAKE-UP WASHER TOTAL FOUR Strong-Tie FRAMING - PRESCRIPTIVE METHOD FOR ONE- 8d NAILS LSTA21 AND TWO FAMILY DWELLINGS (AISI-S230) INTO TRUSS HUS210-2 3) ICC STANDARDS ON THE DESIGN AND c:=- CONSTRUCTION OF LOG STRUCTURES (ICC400) REV: JULY 29, 2026 TWO o PROJECT: 8 AILS TO o PLATES CIFUEIP"M'TES EIGHT 81 N 8d NAILS AIL INTO INTO 'k I STUD Simpson Strong-Tie PLATES . DETAIL "All RESIDEN CE H7 EIGHT 9d NAIL ool. INTO oo DETAIL I'D" DETAIL -)ETAIL "J" STUD Simpson Strong-Tie EXISTING H7 Simpson Strong-Tie DETAIL 1111 LFTA LFTA DIP ROD SYSTEM CONDITIONS -4- LFTA °o o 2035 LAUREL WAY MATTITUCK, NY, 11952 SCTM. # 1000-121 -04-21 LTP4 DRAWING HILL: LTP4 LTP4 SIMPSON WINDLOAD CHARTS & CALCULATIONS 11CIIII DETAIL Simpson Strong-Tie STRONG-TIE DETAILS Floor-to-Floor Connections LTP4 DETAIL "B" L_'P4 NOTES: Simpson Strong-Tie Q,41 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Floor-to-Floor Connections DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Ridge Strapping FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THEDESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR EQUAL TO OR GREATER THAN THE REQUIRED) AMOUNT CALCULATED FOR EACH CASE. LSTA30 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS NO SUBSTITUTIONS SEAL' DATE: All framing hardware shown on these plans, May 23, 2026 unless otherwise indicated, is Simpson Strong-Tie, C)F PROJECT NO: No substitutions arc, approved or authorized, 1207-2026 Due to the relationships o DRAWN BY: -F framing hardware to the other components of the strLucture, any framing BDK hardware substitutions will render these plans CHECKED BY: nut( and Void, and will result in thEeinstaRer/contractor �>HLLI NUMBER: assuming responsibility for the design and 77777-� i performance o4�' the entire systemi, 2,P Ridge Strapping AESS�00 G 2 Detail DOB NUMBER: OF 0 KPIL-DESIGN-ASSOCIATES, LLc % '! i ion: /%„�/��i%:�.%%, "`-c;:'iii%%''%�-���i.";•�>�,; ;, MM SITE PLA N FLAG LOCATION PROVIDED FOR OF PROPERTY BY THE D . E . C . KEHL DESIGN ASSOCIATES LLC residential & commercial design o consulting F LAG P 01 N T LOCATION AT LAUREL LOCATION A B C D TOW11V OF SOUTHOLD P0.Box 1675 phone: (631)433-9084 1 36 . . Southold,New York 11971 E-Mail. ssbn654Coptonline.net 2 9 . 4 ' 3 0 . 5 ' t SUFFOLK COUIVTY. IV Y OWNERSHIP & USE OF DOCUMENTS: 4.2 These drawings and specifications including the 12 ` 5 ' 1 5 ' ideas, design and arrangements represented 1 D 0 0 — 1 21 — D 4 — 21 therein, are the property of KEHL DESIGN 4 8 . 9 ' 14. 5 ' 00 ASSOCIATES, LLC. No part thereof sholl be SCAL I—.- SEE BELO W copied, disclosed to others or used connection F 5 37 . V 33 . 1 .0 1---2 0 N with any work or project other than for which CONC. PAD 4.2 they have been prepared without written consent. 3.N AR�'A = 14, 586 ,SQ. FT G E N @ COPYRIGHT 2026 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR OD PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL SHED COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT CONIC. P A D WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE `n SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED KEY EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. = NA TI VE BUTTON BUSH (CEPHALAN THUS OCCIDEN TALIS) 8 4 I N /O/F Acceptance of these drawings does not authorize the right to B R A D L E Y J B E L Z build without the authorization of local governing agencies, such 23 3' as Suffolk County Dept. of Health Services, Town Building = SOFT RUSH (JUNCUS EFFUSUS), LURID SEDGE (CA REX L URI DA), J A N E T B B E LZ CM F Departments, DEC, FEMA, etc. Verify all conditions, codes, FEN.END TUSSOCK SEDGE (CA REX S TRI C TA) and requirements with such agencies prior to construction. \ 3' 2.4'S � 2 SPLIT RAI WORK NOTES: 1 � •� L � = BLJE FLAG IRIS (lR/S VERSICOLOR) SHED FEN. FEN.E11D 6�6 0.2'S .o 3.2'E �, To cc = SHADED AREA - LOCATION WHERE FILL �er,,oe � T� SHORE LINE ° ' �O � HEoN LL IS TO BE REMO VED TO NA TI VE SOIL 5„-�29 �-00, S z 10 0 5 �� Q CHIMNEY A C �� �� �:: 5-otor 8- Q LLJ Q AND PLANTED AS NOTED ON PLAN z-, �,; : .:. , n2X�8� o�� `�` SP- 1 ❑ Q UNIT <v �' . ''' � oD �2 J _ w 1 = DEC WETLANDS FLAGC�-� . UNDER GROUND �--- 1 STY. FRAMED HOUSE ,� : . � CONC&BRICK �. �r UTILITY c� r �� .. 3 : .:'�. ; . �, �`Z ROOM—PUMP HOUSE W �� �' LLJ _ 6x6 y 1��r `b o Vl/_LL CCA Ties �/ To — r r.. .:.. ..; r ^ SAKE Removed �, � ;' � t ' f = TEST HOLE SHORE LINE x. ,; O Y : : : : � CD 110 �'�\s �` PROPANE `, z 00 v . �' :... �' � � TANKS z I .� c.' S�� �O\ �' B R I C tC v N PIPE �° I ,, ., . `fly :� �. NET INING � ( r a. O 0� WALE00 (l) = MONUMEN T . . ..:, i' . ., ..- o BLOCK BIN WETLAND FLAG Q - s� • 0 � � � U T, Ll TY POLE G s- 5 Qn 2 REv: JULY 29, 2026 0 0 CMF 100 .:. .. IJR1OJECT: SEE PAGE A101 e P r ,� � • .; . '.'. r::: .. r.:::r . .: .". g CIFUE�!TES FOR DETAIL_ DRAWING � / �1� EL E VA TION-S REFERENCED TO A N A SSUMED DA TUM. — °� ��� < ..'r r>�" '' �., or, z�� � i RESIDENCE /D EXISTING ��,C��o�� �oo� CONDITION S SEE PAGE A101 °�2 2� �� FOR DETAIL DRAWING ��° `` �- SHORE LINE 2035 LAUREL WAY \^I N /o/ SEE PAGE A102 '` ;'fl MATTITUCK NY 11952 g2," 14.1 95 879 14 CATWALK / 00,E V`� NAMROG LAUREL LAK C , g XISI95 3 5' ���, 1°� o FOR HOUSE / DECK 9' E wood cJ SCTM: # 1000-121-04-21 5.75' � --___--_ N DETAIL DRAWINGS r,_� DRAWING TITLE: 5.83- ,Z132' P CMF� __. �52 14.1 oocK CONDITIONS / aN AS NOTED NOTES: THIESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WLL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL \—SHORE LINE FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: May 2 2026 OF ��wi PROJECT NO: SITE PLAN I NFORMA TI ON IS BASED ON A LAND SURVEY ��F�� co N,0; D RA 20 BY 2 0 2 6 PREPARED BY PECONI C SURVEYORS, P. C. '�, f�(��'� * . BDK HECKED BY: P. O. BOX 909 12,30 TRAVELER STREET ; 051684 SHEET NUMBER: SOUTHOLD, N. Y. I I971 P� 0 0 20 30 40 50 60 70 80 90 00 (637) 765-5020 FAX (631) 765- 1797 N. Y. S. LIC. NO. 49618 DOB NUMBER: OF SUR VEY DA TED FEBRUAR Y 2, 2021 ©KEHL•DESIGN•ASSOCIATES, i.iC EXISTING DECK LOCATED OUTSIDE REAR DOOR F RESIDENCE �v- -� _� - %i'��II - - - - KEHL DESIGN ASSOCIATES LLC residential & commercial design o consulting fJ Al1_r-r r Al'r_I PC.Box 1675 phone: (631)433-9084 i�_.r— o a_'_ F N Southold,New York 11911 a E-Mail, ssbn654Croptonline.net ( ( 4 -9 '- I" OWNERSHIP & USE OF DOCUMENTS: Y Y' 9 15'-9" z z /z Y These drawings and specifications including the F,,-t- p , ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be NORTHEASTERN ELEVATION OF DECK NORTHWESTERN ELEVATION OF DECK copied, disclosed to others or used in connection �3 " 1I3" I with any work or project other than for which 8/ — 7-5" -1QYzB/a i 15'-g" L a' F 1 r' A[F ;';"-1'- )" they have been prepared without written consent. - 15'-9" EX. DECK FRAMING PLAN EX. DECK DIMENSION PLAN —DECK FLOOR AREA 162.75 SOFT 0 COPYRIGHT 2026 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR _ PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXISTING DECK LOCATED ON THE SOUTHWEST CORNER OF PROPERTY EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such 14'-1Y2" as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction, M WORK NOTES: I, R301 DESIGN CRITERIA AS PER THE 11^ 3'-2° � 2025 RESIDENTIAL CODES OF - _ NEW YORK STATE 10'-5)2"' ti -3j6" T' D--6111,_I R301.1 APPLICATION BUILDINGS AND STRUCTURES, -11^ T q; , AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY EAD LOADS, LIVE LOADS,LOADS ORT L LOADS,ROOF LOADS INCLUDING D FLOOD LOADS, _ SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS [ r PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF - THE BUILDINGS AND STRUCTURES IN ACCORDANCE F I _ . r =i DI= FI I WITH THE PROVISIONS OF THIS CODE SHALL RESULT IT A , 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 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE 9y" � EX. DECK FRAMING PLAN DH S SECTON.EEMED TO OMPLY WITH THE REQUIREMENTS OF _E =I'-!'" R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN / SECTION R301.1 THE FOLLOWING STANDARDS ARE EX. DECK WALKWAY DIMENSION PLAN PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE r DECK / WALKWAY / STEP AREA = 345.47 SOFT ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD-FORMED STEEL o u; FRAMING - PRESCRIPTIVE METHOD FOR ONE- AND TWO FAMILY DWELLINGS (AISI-S230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ,FF EX. DECK NORTH ELEVATION REV: DULY 29, 2026 -- - - ,, i -,1,;1F' -1_I PROJECT: IF E C U NTES N RESIDENCE -r y --- ---- ----- ----------- - - EXISTING MilC I, 4c' UEX. DECK SOUTH ELEVATION AL1 CONDITIONS EX. DECK / WALKWAY FRAMING PLAN 2035 LAUREL WAY - MATTITUCK, NY, 11952 ® = r,F':I Ar:L,P F;FII,Ti['I LIIji:I. ,FI_A I F - r [ , T, [ SCTM: # 1000-121 -04-21 DRAWING TITLE: ^j MJ cp N"J CONDITIONS �- AS NOTED EX. DECK EAST ELEVATION EX. DECK WEST ELEVATION NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE I' I TITS: _I I-P DESIIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR -1 jFI UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT T FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. S EAL: DATE: 4 AI I May 23 2026 PROJECT NO: F coev 1207-2026 I ' A, O��\ .\., v02 DRAWN BY: BDK w NECKED BY: I 2 U SHEET NUMBER: EX. DECK / WALKWAY DECKING PLAN FE'sS\10 ' 20 ' 30 ' 40 50 I Al 01 1 1',[ - [I p I - -'1 L'= .'E 'F LF _',I-ALL: I i'= DOB NUMBER: OF ©KEHL-DESIGN-ASSOCIATES, uc 00, ET _ TI1 E h N �Ii AiIL�,I PdEI KEHL DESIGN ASSOCIATES LLC - - residential & commercial design e consulting -9Y4 Smoke Detectors to located in each Bedroom and directly out side of the Existing bedrooms as Per NYS Code. CO Detectors are to be located on each floor as per NYS Code. Ex. I PO.Box 1675 phone: (6311 433-9084 " 20 1 o Bedroom Cl Southold,New York 11971 E-Mail: ssbn650cioptonline.net D O Existing - 3 TI---IROUGI—I ROOF 3 IITHROUGH ROOF OWNERSHIP F& USE 0 DOCUMENTS: Existi ng I 9 � EI, � Master These drawings and specifications including the Living Room �� ideas, design and arrangements represented Bedroom therein, are the property of KEHL DESIGN -Story Framed House '' /E '}` 3 " 3 )° ASSOCIATES, LLC. No part thereof shall be N copied, disclosed to others or used in connection MASTER with any work or project other than for which Il ! Existing HOUSE FIRST FLOOR AREA = 1074 SOFT , 10Y„ , ,��� BATHROOM GUEST they have been prepared without written consent. X. HALF BATH BATHROOM Sun Room Bath X° -mac 2 3 ' 2 3 " © COPYRIGHT 2026 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR Bath PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE sYa SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC, THE RIGHT l ll w/ Ref. 'HtrF I R ST FLOOR TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED dE'd, F T E Existing -o" 3 " 3 " 2 >> EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. It J,i, M Dining Stove 3 2 >> JJ3 „ o Acceptance of these drawings does not authorize the right to Room /D a/a a/' 3. 9y 3 ' 4 " E.A- VENT 6 " builld without the authorization of local governing agencies, such r A B O V E G R AD E as Suffolk County Dept. of Health Services, Town Building C . O, ' :F °C O Departments, DEC, FEMA, etc. Verify all conditions, codes, 2 ° 4 C I >> and requirements with such agencies prior to construction. 3 ' ExistingTO EXISTING WORK NOTES: HOUSE Kitchen � � E PTI C ��-�TE lei T}; ' w TRAP R3101 DESIGN CRITERIA AS PER THE ` 2025 RESIDENTIAL CODES OF NEW YORK STATE =. 3'-6" 4'-3' 3'-6' PL R301.1 APPLICATION BUILDINGS AND STRUCTURES, gExistin Deck F UMBING RISER DIAGRAM AND PARTS THEREOF SHALL BE CONSTRUCTED TO III � SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, DECK FLOOR AREA = 215 SOFT s1" Ij w SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF 12'-6" -0 �4'-1Y' ( Shower Left Side Elevation Shower Front Elevation Shower Rt. Side Elevation THE BUILDINGS AND STRUCTURES IN ACCORDANCE J WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PATH THAT MEETS TO E REQUIREMENTS COMPLETE D FOR THE Existing Shouter Elevations TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. 12' 6" -1Y" ^'-1y" 18'-4 4" R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE 48-1 PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. EXISTINGHOUSE FLOOR PLAN_ 1) EAWC WOOD FRAMED CONSTRUCTION MANUAL Scale: 4" = 1'-0" HOUSE FIRST FLOOR AREA = 1074 SOFT (tWFCM) 2) ,AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR CNE— AND TWO FAMILY DWELLINGS (AISI—S230) 3) IICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) Existing House REV: JULY 29, 2026 HOUSE FIRST FLOOR AREA = 1074 SOFT Existing FA102 House PROJECT: 11'-Ex. Dining Room Existing w - CIFUENTES Ex. Sun Room g _, g - -I Dj Kitchen RESIDENCE I f II_ = F, _,i' A('() FI ,i I,_itt Existing I :y -- Existing EX I S T I N11 G " I Existing House Deck -Il C0NDITIONS H DECK AREA = ' I ouse 215 SOFT ,_ 0 0 -6 E AI.1 Ji t. n l F .' V N l I 2035 LAUREL WAY _ E _ - � ,��, I MA TTITUCK NY 11 2'-6" 4' , i 9 5 ----- L; Existi n SCTM: # 1000-121 -04-21 Brick DRAWING TITLE: Ste S CONDITIONS AS NOTED E. . F ..III EX. DECK SECTION A102 NOTES: Scale:ill = 1'-�" THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE A102 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 12-6 -14 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE EX. DECK FRAMING PLAN DESIGN FESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. _E X. DECK FLOOR PLAN Scale:ill = 1'-0" SEAL: DA i L: Scale: 4" = 1'-0" DECK FLOOR AREA = 215 SOFT - May 23 2026 PROJECT NO: ��<' . T . `- ~� 1207-2026 DRAWN BY: BDK ...'. CHECKED BY: SHEET NUMBER: III ( IIiII rOFES�s�:\b�% 0 ' 10 ' 20 ' 30 ' 40 ' 50 Al 02 DOB NUMBER: OF 0 KEHL•DESIGN-ASSOCIATES, u.c N SURVEY OF PROPERTY AT LA UREL CERTIFIED TO: TOWN OF SO UTHOLD RODULF STEWART TITLE INSURANCE COMPANY SUFFOLK COUNTY, N Y SALZMAN SETTLEMENT 1000-1,1--04-21 _ N/O�P SCALE: V--30 pRADL UELz NOVEMBER 9, 2004 jANEr o pELZ I7fiEtID Et ' cur I FEBRUARY 2. 2021 2.+'s y4 SIND 128h� SPIN NUL fI FEN. -FEN 0.2'S p't' I O 12- . MIMI:LINE O QQ„� / I �f• SHED Vt000 �7� $tr x �� SIEPS E� _VON-I NN,--D I 3 Z JISTY DOOM-PUMP + 1 I (n ui -SI KINC LUrE °7 IO W V qII\s. NO '�,,. PNOPANE ORfCK O O yam �\ ��0 , NnU��\ TNJIKS xNINO i 2 U WOOD WALL OCK ON Ms9 ,WOOD E� uwlK f CNNNINO f PtAT�[tOON SNEI'S WALLr\,�°.0 1 , nL �j JUL 1 7 2026 1`ti2� / sNnnN.uNc �gd8 L= CAMMxl�� N//0 f I SOl1l(iofdToom QQ"Y� NNMR00 IAUR(1 LAKE INC Board Of TroteeS Kf Y— Q m RERAR 32 _ cMv = WELL ♦ - STAR£ N - TEST HOLE \i'::_..........�O z PIPE 11 = MONUMENT WERAND nAG MO v U77LITY POLE EIEVAlIONS REFERENCED TO AN ASSUMED DAR/M Y.S. L1C, NO. 49618 . °P 0 ' ORS, N.C. ANY ALTERA77ON OR ADDIA SURVEY ON TO THIS IS A WOLA770M OF SECTION 7209 OF THE NEW (631) W&-5020 FAX(631) 765-^1797 YORN STATE EDUCA77ON LAW EXCEPT AS PER SEC17ON 7209 SUODIWSION 2.ALL CERRFICAADNS AREA= 14,688 SQ. I'T. _ P.O. BOX 909 -- HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES DEAR 171E 1230 TRAVELER STREET A r00 r�Jp� IMPRESSED SEAL OF THE SURVEYOR ANOSE SIGNA7VR£APPEARS HEREON SOUTNOm N.Y. 11971 04- 0 mm • a- 'mac , 1 :r ;, � gs=E` AR lAR i ^!�s'ow" I � �s ,w1- � ♦�?: �> �� �f� . - .• �!. ,i .i ;F 'y�1�/y'1-� 'Is`r _'F� ..} •�.. � N � •e�"' �a 4 ^�' ` iJ A �• 1'�� b. ,'�t �6 L � . ,• � ���r ya �J. <'fY{����/�� t�� w•��� � �'', ��f' 1:��� ,*�. a y ,. � yam.. ".•. .' -r r. i _ '" `° " - < t � ,� 3�' ` t ; t`.`-3 �1 .. ,� �� 1.a � t • '�� n�., .t'�.k,aay,�f�..� •^.Lg� �.{ . `�' � y� 1 l •°'i v -'``- 'a: � :- ♦�' � t�f tea- t , s « .��y i G14 �. 4. , lk . 3. may_ .��'.�-����'•,.. p i �;f .♦ ��- t .r.. �/./�♦-, � � - ` i i.r rj 'y wr f •'t �■ ' _ x ..� . 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US DUTY RTG._EMERGENCY ------------------ ------------ - - X'D 0.100 X"D 0.080 mot` RATED AMBIENT TEMP: 250 C � S FOR STANDBY SERVICE MANUF NEUTRAL FLOATINGLOC ` UNBALANCED LOAD CAPACITY 50 % 1004op 7`r"his Fp '4 RAINPROOF ENCLOSURE Eli us Intertek 4006399 _ s ic- 4► 7_— -_-�'' SwRI'I D No.13204-01-01 a ; "� • Compliant with Section 4.1.4.1.2 ' �► '` of NFPA 37(2018 Edition) *° v LISTED BY:Southwest Research institute San Antonio,Texas GENERAC POWER SYSTEMS INC j r I L -�.I .� n. RHEEM SALES COMPANY , - I NC : Acondi.cionador -de :-Aire Central Modelo: RA1324BJ1NA Tensi-6n Nominal : - 208/230 V F �ENEPAC F a ses:.1 Frecuenci a: 60 Hz Corriente Nominal : 15/15 A 'r • Requi ere Ti erra F i s i ca ENSAMBLADO EN MEXICO "Leer Manual de Instalaci6n. y Operaci6n Anexo _ - - 4 6 rr Antes de tener acceso a los disposi M tenninales, todos los circubs de alimentaci6p deben ser interrumpidos. {, �w #'Y� (� �.'44 Kd 4ib���i�•� �N-Dl^.Ys9a..::��Y-1"�?+�'' 1e1e-ta-9B 1oa117 a BFE SFC Noim— .ns PEcoN�c w»TR m zaoo wra 1 z1M \\ •e \\ P \ G�� u� mo,In sa\ \\wrcN NE mi]a, Ea rc�.No. �_ feu / ; ].aN ,avtk•j1 sEE sEc.Ia. , mum 2aasml •� \ \ O mteae t 1.M Nr Apl 2eMc1 4M— ] $O•.] mzsat s.ot s>A N O ear sa lal ,.eMet UND AVE. 31 •] 41 m t6 rcsEtevvrNixa"ry e, _pE 'r 2eA U-4 11r !!yy 12-2B 1B o, PECONIC IAM TRUST tlt �« eM j y{ ]M to 1pN14$QIL11Cla ztA ] e, 2 ss^ " w 1.MIet ,ipq ,oyd 9� ` as O _ ON n'E. (.r..mm� '• S,IFiq.N I OF 7, couxrr wuNn of wErouc N swN° s• e \ �m, : vw"a,�i,aRfn I \ tM \ I ;o T• J�, �J b ,t1• '\ \\ j \ � CouNir ai wEEoiK \ q 9'S Z \ P Y \ slcEax y s t_ \ FOR rrx.No s1 I•s rosw,�—rNao II ,u.e ,tw _ ,e e• �'S0 m T� M,U"'zeNNxitt Nav Te i 13F 14 •z� , �, a 1T.1 I ,� zazA ,e fi O t20. coutlrr of surEa„c I _ to aN 141 7.3 I _ p �rERNRNORm I � \ n u to o ^^ 14 la"tN znrf� 'I TONN OFSWTHOL➢ [T� O . SEE SEC.NU. Iteatael e � i% � t•Mq - LAUREL LAKE t' \ I tr fTx,PCL NO. i uso�a�.O. WTa L SEE 9EC.NU.1M wTa SEE SEC.NO.,ri tb SEE]EC NU. UNE e r. y R+1 y O-- �� __'^__ ...M __ �,,,. rwncE COUNTY OFSUFFOLK © E12 wu7/,oLo secrwNNo E -- ___ __.__ _ _ �{,g Real Properly Tax Service Agency r N \M.n M 1 121 U r.. n r rs�w,anu ,•. —__— ..su --.-- r..�--1«-- rt.. rRc,w low P 1 PROPEan IMP Project description for 2035 Laurel Way, Mattituck NY 11952 "THE PROJECT" This Project is to to bring the property located at 2035 Laurel Way, Mattituck up to Town Code for Approval. The following items need to be filed for approval: 1) Existing Wood Platform / Dock, West side of the house 2) Existing Wood Dock and Walkways, West side of the house 3) Existing Deck attached to the house, South side of the house 4) Existing Wood Steps exiting the enclosed porch on the lake side of the house. 5) Existing Air Conditioning Compressor on the Northern side of the house 6) Existing Generator on the Northern side of the house These items listed above will each need a separate application base on the email. 1) Existing Wood Platform / Dock, West side of the house (Lake Side) This wooden platform / dock is of typical construction, consisting of 6—posts that support 3—girders, which in tern are supporting 2x6 floor joists @18"oc. A J"X6" ACQ decking has been attached perpendicular to the floor joists. No railing or stairs have been installed. (See "Existing Deck Located Outside Rear of Building" on Page A101) 2) Existing Wood Dock and Walkways, West side of house. (Lake Side) This Dock system is also of typical construction, consisting of multiple posts that support multiple girders with an intricate system of floor beams. The decking material on the Walkways are constructed of 2x10 and 2x12 ACQ. The Dock section of the project has 2x8 ACQ Floor Joists ® 16"oc. being supported by their girders and is decked with J"x6" ACQ decking installed perpendicular to the floor beams. No rails have been installed and there is a set of steps on the Southern side of the furthest most platform. (See "Existing Deck Located on the Southwest Corner of the Property" on page A101) 3) Existing Deck attached to the house, South side of the house (South Side of House) This Deck is of typical construction using 4x4 ACQ Posts on concrete footings to support the girder system noted on the plan. These girders are supporting the floor joists that are 2x6 ACQ @16"oc. The decking on top of the floor joists is J"x6" ACQ decking that has been installed perpendicular to the floor joists. Handrails have been provide around the perimeter of the deck and along the stairs. (See "Existing Deck Plans" on Page A102) 4) Existing Wood Steps exiting the enclosed porch on the lake side of the house. These step are constructed of ACQ material and are supported by ACQ Posts. 5) Existing Air Conditioning Compressor on the Northern side of the house. This unit is located on a raised platform to prevent Seasonal Flooding from destroying the Unit. The platform is constructed of ACQ material to insure the life of the platform. 6) Existing Generator on the Northern side of the house. The Generator has been installed on a Concrete Pad to raise it up during a seasonal flooding. M) A U G 1 4 2026 $OIIthLIt1 Mn Board of Trustees I July 19,2026 To: Southold Trustees g ' 6 / i From: Rodulfo David Cifuentes A U G 1 4 2026 Souttiold Town Esteemed Southold Trustees,I am submitting this wetland permitappliea Boar otTe 8 approval for the existing structures on my property at 2035 Laurel Way in Mattituck,including the house as built,a generator,and an air conditioning unit,as advised by the Trustees during their visit to the property.I was asked to provide a project description;however,as you are aware,I do not intend to build or alter any existing structures.This application is primarily intended to obtain approval for the property as it currently exists. As you are aware,and we discussed,when I purchased the property in 2021 it was sold to me preexisting docks which sit on their own and are unattached to the main house. These preexisting docks,one at the edge of the vernal pond and the other at the edge of the lake,sit mainly on dry land through most of the year. The two existing wooden docks were built in the last century and have remained in their current condition since then.I do not intend to make any changes or alterations to the docks,the property,or the main house.This permit application seeks approval of the property as it currently exists so that I may eventually obtain a Certificate of Occupancy,which the house and property have never had. I am not looking to make any structural changes to my house or any other structures that currently sit on my property in is entirety. I am a lover of nature,and I love my house on Laurel Lake. I once was told the kids growing up in the 70s and 80s used to endearingly call it"the house on the swamp",well,I love that house and the environment it is in,it has its own ecosystem,that separates it from the other houses around the lake,none of them have a beautiful and lush venial pond. I love sitting on the dock by the lake in the mornings enjoying my coffee and at the closer one to the house in the afternoon admiring all the beautiful nature around me. I would love to continue to enjoy that with your approval of this permit. My only goal is to make everything right following the guidelines as set by the town of Southold. Sincerely, Rodulfo David Cifuentes Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Wednesday,July 29, 2026 11:49 AM To: 'rdcifuentes@aol.com' Subject: Wetland Permit application for 2035 Laurel Way, Mattituck Good Morning, The Board of Trustees office received your Wetland Permit application on July 17, 2026. Please be advised that this application has been deemed incomplete and will not move forward with a Public Hearing until the following is submitted. Four(4)sets of the following is required. 1. Your written project description is missing some structures for example the existing deck and entryway attached to the dwelling. You need to apply for each structure on the property. 2. Your written project description has no dimensions of each structure which is required (e.g. existing Length by Width fixed catwalk leading to a Length by Width fixed platform to a Length by Width fixed catwalk; existing square foot sized one-story,two-story dwelling, deck and entry attached to dwelling; etc.). Please submit a revised written project description that includes either length by width for each section of both docks/platforms and for all other structures either Length by Width or square footage for each other structure. 3. An updated survey that depicts dimensions(Length by Width on each section of dock/platform and Length by Width or square footage for all other structures)for every structure on the property. 4. Four sets of photographs for each structure you are applying for. Currently you submitted photos for the generator, a part of the dwelling and a part of one of the docks. Please submit the requested at your earliest convenience in order for this office to continue the review of your application. ECiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631) 765-6641 1 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees Cc: Honorable Lori Hulse, Attorney From: Heather Lanza, AICP, Planning Director LWRP Coordinator Date: September 14, 2026 Re: LWRP Coastal Consistency Review RODULFO DAVID CIFUENTES, SCTM #1000-121.-4-21 This application is for the existing 1,074 sq. ft. one-story cottage that includes a 9.2'x24.5' enclosed porch with a 3'x4.2' entry and steps, a 215 sq. ft. deck with brick steps, 3.5'x3.5' wood steps, and raised a/c unit; a 3.6'x4.3' outdoor shower; a 60 sq. ft. shed and a 3.3'x5' generator on a concrete pad; existing 10.4'x15.9" seaward wood deck/dock; existing 345.47 sq. ft. wood dock consisting of a 16.66 sq. ft. landward fixed ramp to a 48.45 sq. ft. fixed ramp to a 38.18 sq. ft. fixed walk to a 175.68 sq. ft. fixed platform with a 57 sq. ft. fixed access platform with 3.2' steps down. The proposed action has been reviewed under 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 the policies of the LWRP as follows: Policy 6. Protect and restore the quality and function of the Town of Southold ecosystem. 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 E. Maintain buffers to ensure that adverse effects of adjacent or nearby development are avoided. 3. Maintain existing indigenous vegetation within buffer areas. The as-built structures are inconsistent with Policy 6.3A, because the structures were built without regulatory permits. Background The parcel of the proposed action contains a residence that is old enough for a pre-C/O (buildings constructed before 1957) and was not held to the present Town Code. Today, the parcel is considered a nonconforming lot with a nonconforming pre-existing building. However, there have been improvements and additions that appear to have been done later without the necessary permits. A survey from a building permit application submitted in 1988 by Ronald and Cornelia Shapiro showed the parcel contained the single-family cottage, the brick retaining wall in the front yard, a front yard shed, a wood patio, a wood walk, and a rear yard shed. In April 2025, the Trustees discovered a new retaining wall and fill in the rear yard that was constructed without permits. The Trustees required the owner to apply to remove the retaining wall to return the land to its natural grade and vegetate the area with native plants. This action resulted in an administrative permit in March 2026. The proposed action to obtain permits for as-built structures is inconsistent with Policy 6.3.A, which states that actions must comply with the Southold Town Board of Trustees' laws and regulations. Pursuant to Town Code Chapter §275-11 C(2)(a)[10] Preexisting nonpermitted and/or nonconforming structures cannot be replaced in kind without full review and approval by the Trustees; any renovation work that had previously been done on the property should have been reviewed in its entirety by the Board of Trustees. The submitted survey shows two docks on a residential lot. This does not comply with Town Code Chapter §275-11 C(2)(c)[1][a], which states only one mooring or dock may be permitted per residential lot, and Town Code Chapter §275-11 C(2)(b)[3][a], which states that no new docks utilized for residential purposes shall be permitted on Laurel Lake. The revegetated buffer that was required for the previous administrative permit from Trustees has not been maintained and contains some non-native plants. This is inconsistent with Policy 6.3.E(3), which states the buffer must be maintained with native vegetation. The non-native plants should be removed and replaced with native plants. 2 Aspects of the proposed action, such as the generator and AC units are consistent with Policy 4.1.A, which encourages structures to be located away from flooding hazards. Although there are no FEMA flood zones shown on the parcel, the Trustees' Administrative Permit filed in 2025 contains photos that show flooding underneath the house. All proposed accessory structures are placed on the side or landward of the residence. If any future development is proposed on this lot, please keep in mind Policy 6, Protect and restore the quality and function of the Town of Southold ecosystem and its subcategories below: 6.1 Protect and restore ecological quality throughout the Town of Southold B. Protect and restore ecological quality by adhering to the following measures. 1. Maintain values associated with natural ecological communities. Each natural ecological community has associated values which contribute to the ecological quality of the Town of Southold. These values should be assessed on a case-by-case basis. 2. Retain and add indigenous plants to maintain and restore values of natural ecological communities. 5. Avoid permanent adverse change to ecological processes. C. Reduce adverse impacts on ecological quality due to development. 1. Reduce adverse effects of existing development. 2. Mitigate impacts of new development. 6.3 Protect and restore tidal and freshwater wetlands. C. Prevent the net loss of vegetated wetlands according to the following measures. Use the measure resulting in the least environmentally damaging practicable alternative. 3. Provide compensatory mitigation for adverse impacts which may result from unavoidable fill, excavation or other activities remaining after all appropriate and practicable minimization has been accomplished e. Protect wetland functions and associated benefits regardless of the availability of compensatory mitigation. (ii) Do not fill, excavate, or dredge vegetated wetland areas when the wetland loss would result in significant impairment of the remaining wetland area. E. Maintain buffers to ensure that adverse effects of adjacent or nearby development are avoided: 1. Maintain buffers to achieve a high filtration efficiency of surface runoff. 2. Avoid permanent or unnecessary disturbance within buffer areas. F. Restore tidal wetlands and freshwater wetlands, wherever practical, to foster their continued existence as natural systems by: 1. reconstructing lost physical conditions to maximize wetland values, 4. protecting lands adjacent to wetlands from alterations so as to maximize natural buffers to wetlands. 3 The proposed action has been reviewed under Chapter §268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. 4 Glenn Goldsmith,President igf L ��,�� S(�(f�� �`- Town Hall Annex , A.Nicholas Krupski,Vice President S `� 54375 Route 25 P.O.Box 1179 Eric Sepenoski , g Southold,New York 11971 Liz Gillooly Elizabeth Peeples ' Telephone 631) -65-1892 Fax(631) 7656641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application Wetland Permit Application Administrative Permit Amendment/Transfer/Extensio Received Application: /J 11/ _'ZTReceived Fee: $ 6 b Lo L r.2_1 Completed Appiica ion: 1 P Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: ---z� - _Coordination:(date sent): +E C, RP LW Consistency Asse ment Form Sent: a " E CAC Referral Sent. /V1 11 Date of Inspection: /,- LEI 026 Receipt of CAC Report:— _Technical Review:_ Southold Town _Public Hearing Held: Board of Trustees Resolution: Owner(s) Legal Name of Property (as shown on Deed): Rodulfo David Cifuentes Mailing Address: 143 E 97th Street#5W ny ny 10029 Phone Number: 9177973172 Suffolk County Tax Map Number: 1000 Property Location: 2035 Laurel Way, Mattituck NY 11952 (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): Mailing Address: Phone Number: _ Email:rdcifuentes@aol.com _ Board of Trustees Applic on GENERAL DATA Land Area(in square feet): 14586 sq ft Area Zoning: Previous use of property: Existing Residence Intended use of property: Existing Residence Covenants and Restrictions on property? Yes _Z_No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? _aYes _�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 _2 _No If"Yes",please provide copy of decision. T s project re any demolition as per Town Code or as determined by the Building Dept.? Yes ✓ No Does the structure(s) on property have a valid Certificate of Occupancy? Yes_Z_No Prior permits/approvals for site improvements: Agency Date ❑ No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? No_a Yes If yes, provide explanation: Project'Description(use attachments if necessary): Pre-existing house, pre-existing generator, pre-existing air conditioning unit, two pre-existing wooden docks. Board of Trustees Appli -ion WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Pre-existing residence 'A L S1l Area of wetlands on lot: square feet Percent coverage of lot: % Closest distance between nearest existing structure and upland edge of wetlands:® feet Closest distance between nearest proposed structure and upland edge of wetlands:_ feet Does the project involve excavation or filling? W1 No El Yes If yes, how much material will be excavated? cubic yards How much material will be filled? cubic yards Depth of which material will be removed or deposited: feet Proposed slope throughout the area of operations:_ Manner in which material will be removed or deposited: 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): 46 FATS-"a Board of Trustees Applic .on COASTAL EROSION APPLICATION DATA Purposes of proposed activity: n/a Are wetlands present within 100 feet of the proposed activity? �_No Yes Does the project involve excavation or filling? No Yes If Yes,how much material will be excavated? (cubic yards) How much material will be filled?, (cubic yards) Manner in which material will be removed or deposited: n/a Describe the nature and extent of the environmental impacts to the subject property or neighboring properties reasonably anticipated resulting from implementation of the project as proposed, including erosion increase or adverse effects on natural protective features. (Use attachments if necessary) n/a - ��I 61 Z20 Appendix B Short Environmental Assessment Form Instructions for Completing Part I. -Project information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. if additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional,pages as necessary to supplement any item. Part 1 -Project and Sponsor information Rodulfo David Cifuentes Name of Action or Project: Pre-exsisting house, generator, air confitioning unit, 2 wooden docks Project Location(describe,and attach a location map): 2035 Laurel Way, Mattituck New York Brief Description of Proposed Action: Request for approval of pre-existing structures, house, generator, air conditioning unit and 2 wooden dock both of which were built prior to the year 2000 approximately Name of Applicant or Sponsor: Telephone:9177973172 Rodulfo David Cifuentes E-Mail:rdcifuentes@aol.com Address: 143 E 97th Street 5W City/PO: State: Zip Code: New York NY 11.0036 . 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. 1f 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: z ❑ 3.a.Total acreage of the site of the proposed action? na acres b.Total acreage to be physically disturbed? na_acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor9 na acres 4. Che ILa 11 land uses at occur on,adjoining anfL9ar the prop action. Urban Rural(non-agriculture) Industrial Commercial Residential(suburban) Forest [:]Agriculture Aquatic 00ther(specify): _ Parkland Page 1 of 4 5. Is the proposed action, NO YES I N/A a. A permitted use under the zoning regulations? ✓ b.Consistent with the adopted comprehensive plan? ✓ 6. is the proposed action consistent with the predominant character of the existing built or natural .NO I YES landscape? ✓ 7. is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: IF] 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO I YES 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 forproviding potable water: wi ❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: F IF 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? —H—[r✓ 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 typic bitat types that oc n,or are likely to be found on tl"roject site. Check all that apply: Shoreline ✓ Forest Agricultural/grasslands Early mid-successional ✓ Wetland Urban Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats, listed NO YES by the State or Federal government as threatened or endangered? ✓� 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? IINZOKX If Yes, D Ela. Will storm water discharges flow to adjacent properties? ✓ O ES ✓ b.Will storm water discharges be directed to established conveyance systems ZO f an¢�m drains)? If Yes,briefly describe: ES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO f YES water or other liquids(e.g.retention pond, waste lagoon, dam)? 1f Yes,explain purpose and size: ❑ ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: __ _._._ ❑ 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: ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor UIf DaVld CIfU@11t@S . Date6/24/26 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 I. Will the proposed action create a material conflict with an adopted land use plan or zoning ❑ D 1 regulations? { 2. Will the proposed action result in a change in the use or intensity of use of land? Q a 3. Will 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 El establishment of a Critical Environmental Area(CEA)? S. Will the proposed action result in an adverse change in the existing level of traffic or El affect 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 ❑ Elproblems? 11. Will the proposed action create a hazard to environmental resources or human health? 1. 0 0-1 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 Applica �n AFFIDAVIT .4 J (0 LBEING DULY SWORN DEP SES AND AFFIRMS THAT HE/ 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. Siade(yj0vN?r Signature of Property Owner SWORN TO BEFORE NIE THIS �' � DAY OF C a` ��it/AT�"CE GOBIN Notary Public,State of New York Notary Public Registration No.O1GO6212568 Qualified in BRONk County My Commission Expires 12/14/2029 APPLiCANT/AGENT/REpRESENTATmE TRANSACTIONAL DISCLOSUU FORM The Town of Southold's Code of Ethics vrohibirs conflicts of interest oh•dm part ofib hn,officers and employees.The pmse of this-form is to ar�ovide inforination which can alert the town of possible conflicts of interest and allow into take whatever action is necessary to avoid same` YOUR NAME D i [ �a (Last.name,first name, 'ddle initial;unless you are applying in the n 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 n lationship 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 emptoyce:has even a,partial ownership of(or employment by)a corporation in which the town officer or employee owns more than-5%o of the shares. YES NO If you answered"YES",complete the balance ofthis form and date and sign where indicated. Name ofperson employed by the Tovm of Southold Title or position of that person Describe the relationship between yourself(the applicant/agentfrepresentative)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); _aA)the owner of greater than 5%of the shares of the corporate stock of the applignt (when the applicant is a corporation); _L_jB)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 ay of\v k, Signatu Print N Form TS 1 cy ¢�1�S�FFQ Town Hall Annex Glenn Goldsmith, President A.Nicholas Krupski, Vice President �}4�r�� y� 54375 Route 25 Eric Sepenoski P.O. Box 1179 W x tt Liz Gilloolyc • }St Southold,NY 11971 Elizabeth Peeples y,�0 �p�riY Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD NOTICING ADJACENT PROPERTY OWNERS IC;( ► ' C c- od, L/ a lay - Ll C;(C Above are property tax map numbers (SCTM#'s) listed that you .need to notice for the properties that are located on either side of you, across the street from you and fall within your property lines, and possibly other properties that require noticing per Chapter 55 of the Southold Town Code. In order to find the legal mailing addresses to the SCTM#'s please visit the Southold Town website at https://southoldtownny.gov and go to the Assessors page. Under the Assessor's page click on "Forms and Links." Under that page, click on the "2024 Assessment Roll." This will take time to download as it is a large pdf. Once downloaded when you go into it you will see that the list goes numerically by property tax map numbers (SCTM#'s). Scroll down to find the SCTM#'s listed above. The legal mailing address to each of the neighboring properties can be found directly under the property tax map number on the far-left side of the lists. Please mail each property listed above a completed copy of the Notice to Adjacent Property Owners form and a photocopy of the proposed plan/site plan (construction pages do not need to be mailed). Each neighbor's noticing packet must be mailed by certified return receipt mail through the.USPS no less than seven days prior to the Public Hearing date. After all mailings have been submitted to the postmaster, all receipts from the mailings and the completed Proof of Mailing form must be submitted to this office prior to the Public Hearing date. The bright green Notice of Hearing card needs to be posted in front of your property close enough to the street that public can read it. This sign must be posted and stay posted for no less than seven consecutive days prior to the Public Hearing. After the seven days you can complete the Proof of Posting form which needs to be submitted to this office prior to your hearing. If you put the sign up where there is more than seven days before the hearing, just leave it up through the day of the hearing. You can take it down the next day. Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED � MAIL RECEIPTS (� APPLICATION NAME & SCTM#: I V o — 19-1 - ,14 2 J NAME: ADDRESS: jo en 67roAo6c�E-)-� 241� STATE OF NEW YORK , �l COUNTY OF SUFFOLK �* residing at ._J ajsz —1 being duly sworn, deposes and says that on the day off , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, rected to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices wipre mailed at the United States Post Office located at that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN _ ECEIPT. L SigKature Sworn to before me this Day of jOe!? , 120 _ )�Ztary � Public �� ��� ��,x Try✓C;c,,, m � nj , c [� a Fl�u� a to r ri �1' l0, �♦ x; All Certified Mail Fee ��y(; .r —0 Extra Services&Fees(check box,ad as s b rule) 2026 ��S �' ❑Return Receipt(hardoopy) $ ❑Return Receipt(electronic) $ N ❑Certified Mail Restricted Delivery. $ r, r Here ❑Adult Signature Required _.$ pm�, ❑Adult Signature Restricted Deliveryru Postage E3 fo4al Postage and Fees Im $1;'1'! ...;i Sent T Er vk, cQ $re d pt.N or PO Box N [T' Ci ,State ZIP+45 - ----••------- 6 l e 1 1 0 01•s• - Ir t Ba rq :_dux 711 f)r 'IliF ti E; t Certified Mall Fee I,le, a Extra SerVlCes&FeeS(check box,add fee rate) � �' ❑Return Receipt(hardcopy) ❑Return Receipt(electronic) 0 ❑Certified Mail Restricted Delivery $ INE ' ❑Adult Signature Required $ 026 1 .., rU ❑Adult Signature Restricted Delivery$ Postage C3 $ ! rl 7y�4j1.(�osFqge and Feesa `. '1' t •'##� O IS Sent To � S e t o.,or O Box N- p" Cify, te,Zf +4� i t 1 f l 4 0 1:1• e 11 e Q I8 .0 ad �O � Certified Mail Fee Extra Services&Fees check b ,add fee pro�/date ( s 1] El Return Receipt(hardcopy) $ 3 s:ll,. Sit El Return Receipt(electronic) $ 0 Certified Mail Restricted Delivery $ (?r •1 �`Y a;, ❑Adult Signature Required T tl � ❑Adult Signature Restricted galivery$ Postage , , x C3 r-9 11otal Postage and Fees Ct Sent To j ^ C�� --- PO ----------------- S d t � oxNo. ------------ Cr - . 10 101'i• - Glenn Goldsmith, President '%� S�FF��q �` � Town Hall Annex A.Nicholas Krupski,Vice President 4Yti� OG��4' 54375 Route 25 a Eric Sepenoski z P.O. Box 1179 r Liz Gilloolywp W-4011. �c�� Southold,NY 11971 Joseph Finora �l � Telephone(631)765-1892 Fax(631)765-6641 i i BOARD OF TOWN TRUSTEES 3 _ TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD t --------------------------------------------------------------- E In the Matter of the Application of RODULFO DAVID CIFUENTES I COUNTY OF SUFFOLK STATE OF NEW YORK : AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED INPLACE FOR AT LEAST SEVENDAYS PRIOR TO THE PUBLIC E HEARING DATE- COMPLETE THIS FORM ON EIGHTH DAY OR LATER _ k2L)T ,�t \ �, j, residing at/dba � �: tA. rw M Ac�i ULC4, being my sworn, depose and say: E That on the day ofoe �,_, 20 I personally posted the property known as by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday, September 16, 2026. Dated: M51-0021 (signa Sworn to before me this I S day of.5'e'd�20,2- /Ztary Public T ilOTICE UF. HEARIiIG NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: RODULFO DAVID CIFUENTES SUBJECT OF PUBLIC HEARING: For a Wetland Permit for the existing 1,074sq.ft. one-story cottage that includes a 9.2'x24.5' enclosed porch with a 3'x4.2' entry and steps, a 215sq.ft. deck with brick steps, 3.5'x3.5' wood steps, and raised a/c unit; a 3.6'x4.3' outdoor shower; a 60sq.ft. shed and a 3.3'x5' generator on a concrete pad; existing 10.4'x15.9" seaward wood deck/dock; existing 345.47sq.ft. wood dock consisting of a 16.66sq.ft. landward fixed ramp to a 48.45sq.ft. fixed ramp to a 38.18sq.ft. fixed walk to a 175.68sq.ft. fixed platform with a 57sq.ft. fixed access platform with 3.2' steps down. Located: 2035 Laurel Way, Mattituck. SCTM# 100-121- 4-21 TIME & DATE OF PUBLIC HEARING: Wednesday, September 16, 2026 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 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 sigiificant 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# 1000-12In-121 -0421 PROJECT NAME Pre-existing house, generator, air conditioner unit and 2 wooden docks 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: Pre-existing house, generator, air conditioner unit and 2 wooden docks Location of action: 2035 Laurel Way, Mattituck NY 11952 Site acreage: 14,586sq Ft Present land use: residential Present zoning classification:na 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: Rodulfo David Cifuentes (b) Mailing address: 143 East 97th Street 5W New York NY 10029 (c) Telephone number: 917-797-3172 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No 0 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 ✓❑ 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 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 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 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 I v 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 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[�Fj Not Applicable 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 W]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 0 Not Applicable Attach additional sheets if necessary WORKING COAST POLIG Lzo 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 0 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 Z 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 Rodulfo David Cifuentes TITLE Owner DATE.6/24/26