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HomeMy WebLinkAboutMavellia Glenn Goldsmith, President F so Town Hall Annex Nicholas Krupski,Vice President 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Joseph Finora ® Fax(631) 765-6641 �CNTV, BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 15, 2026 Dominic Mavellia 541 Caledonia Road Dix Hills, NY 11746 RE: JULIA MAVELLIA 1525 NORTH SEA DRIVE, SOUTHOLD SCTM# 1000-54-4-17 Dear Mr. Mavellia: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, June 10, 2026 regarding the above matter: WHEREAS, Dominic Mavellia on behalf of JULIA MAVELLIA applied to the Southold Town Trustees for a permit under the provisions of Chapter 111 of the Southold Town Code, the Coastal Erosion Hazard Areas Ordinance of the Town of Southold, application dated May 15, 2026; and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Inconsistent with the LWRP under Policy 4.2 - Protect and restore natural protective features as the concrete pad under the deck and wooden walkway are through the dune, which is a natural protective feature; and Policy 6.3A — 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, as the structures do not have a permit; and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on June 10, 2026, at which time all interested persons were given an opportunity to be heard; and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area; and, WHEREAS, the proposal of JULIA MAVELLIA for the as-built in-place reconstruction of the existing 645sq.ft. raised deck with landward 4' wide stairs to a 4'x4' landing to 4' wide stairs to ground, and seaward 4' wide set of stairs to ground; and, 2 WHEREAS, the 645sq.ft. raised deck is larger than what is permitted under Chapter 111 of the Southold Town Code, Coastal Erosion Hazard Areas; and, NOW THEREFORE BE IT RESOLVED, that the Board of Trustees DENIES the application of JULIA MAVELLIA for the as-built in-place reconstruction of the existing 645sq.ft. raised deck with landward 4' wide stairs to a 4'x4' landing to 4' wide stairs to ground, and seaward 4' wide set of stairs to ground; and as depicted on the site plan prepared by Charles W. Kuehn, Architect, received on April 29, 2026; and, This determination should not be considered a determination made for any other Department or Agency, which may also have an application pending for the same or similar project. Very truly yours, 4L 4" Glenn Goldsmith, President Board of Trustees 1 a June 8, 2026 JUN 9 202 � ���� Southold Board of Trustees , �� .� Re.: 1525 North Sea Dr. request for wetland permit from Julia Mavellia Dear Board of Trustees, I have lived on Soundview Ave. for over 50 years. Back then there was no North Sea Drive. My beachfront lot abuts Ms. Marvellia's. She has been a kind and thoughtful neighbor, respectful of my property as she is of her own. Julia is one of the few homes that has not given into the Big House explosion. In fact, all she requests is approval of her small deck. I can see it from atop my property. It is esthetically pleasing and in keeping with the old neighborhood. I hope you will approve her request. Being 97, 1 regret I cannot be there in person to support my friend. Access to your meeting from my home would have been the only way I could participate. Thank you for all you do, k f Cora Stoll 11645 Soundview Ave 631 -765-5536 Cantrell, Elizabeth From: LYNNE NORMANDIA <Iormandia@aol.com> Sent: Monday,June 8, 2026 11:09 AM To: Cantrell, Elizabeth Subject: 1525 North Sea Dr. Wetland permit Southold Board of Trustees C/o Elizabeth Cantrell Re.: Request for Wetland permit from Julia Mavellia, 1525 North Sea Drive Dear Mr.Goldsmith, Mr.Sepenoski, Mr. Finora, Liz and Nick: I do not know Mrs. Mavellia personally but I can attest to her appreciation of the habitat around her. She has been instrumental in helping save the piping plover on her beach. While many of her neighbors have obstructed and rejected attempts to protect these federally protected, endangered birds, Mrs. Marvellia embraced the concept of string fencing a portion of her beachfront: a plover nest was found there! For me, this demonstrates her awareness of how important nature plays a part in our lives. By the respect she demonstrates, she is surely a good steward of our biggest Wetland -the Long Island Sound. For this reason, her decks are rebuilt with the care she feels for her landscape.As she respects nature, we should likewise respect her need to observe it from her new decks. Please approve. And please Zoom your meetings? Sincerely, Lynne Normandia 2100 Leeton Drive 631-765-2232 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 Glenn Goldsmith,President ��o��S�FFOL�-COGy Town Hall Annex A.Nicholas Krupski,Vice President < 54375 Route 25 0 Eric Sepenoski W ,? P.O.Box 1179 Liz Gillooly �y • o�� Southold,NY 11971 Joseph Finora l �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed infield by: Z. • ► 00 Dominic Mavellia on behalf of JULIA MAVELLIA requests a Wetland Permit and a Coastal Erosion Permit for the as-built in-place reconstruction of the existing 645sq.ft. raised deck with landward 4' wide stairs to a 4'x4' landing to 4' wide stairs to ground, and seaward 4' wide set of stairs to ground. Located: 1525 North Sea Drive, Southold. SCTM# 1000-54-4-17 Type of area to be impacted: Saltwater Wetland Freshwater Wetland --,/—Sound Bay Part of Town Code proposed work falls under: V/Chapt. 275 ✓ Chapt. 111 other Type of Application: /Wetland /Coastal Erosion Amendment Administrative Emergency Pre--Submission Violation Notice of Hearing card posted on property: V✓ Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Pv'ec,.) re/'%o vS rt" I"t d' o 1 N PQ o� G o•� r ✓'e v t� o� . Present Were: v G. Idsmith /N. �4ski ✓ pE. Se enoski L.'Gillooly J. Finora GENERAL ' NOTES NOTE: ENERGY CODE COMPLIANCE STATEMENT I;,•_.I NOTE: L NJ NO WORK TO BE STARTED UNTIL EVIDENCE OF WORKERS' COMPENSATION INSURA CE A'R 2 01 20(_'') I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL AND DISABILITY BENEFITS COVERAGE IS FILED AS REQUIRED BY SECTION 57 AND 220 STATES THAT TO THE EST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL SUBD.8 OF THE WORKERS' COMPENSATION LAW OF THE STATE OF NEW YORK L EXISTING DECK REPAIR TO DWELLING AT JIUT"HDEGECCCT2 25E (E PLANS CHAPTER AND/OR1 WI H THEN SONS ARE IN ECCC 2025 SUPPLEMENT. BORNE l_O MPLIANCE WITH ALL WINDOWS SHALL HAVE GLAZED OPENINGS PROTECTED FROM WIND- I RS�r [r!Tru 'ces .� e DEBRIS MEETING THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 15 2 5 � SEA DIRm'.117-ILE-4. AND ASTM E 1886 REFERENCED THEREIN. IF PROTECTIVE PLYWOOD PANELS ARE APPLICABLE CODE AND STANDARDS BEING USED FOR WINDOW PROTECTIVE, ALL PANELS SHALL BE MARKED AND STORED NA ON SITE. REFER TO SHEET T-5 OF CONSTRUCTION DRAWINGS FOR ADDITIONAL 2025 NYS FIRE PREVENTION & BUILDING CODE SPEC'S & DETAILS SOUTH 0 LD NEW YORK 2025 RESIDENTIAL CODE OF NY STATE 7 2025 EXISTING BUILDING CODE OF NY STATE SEPTIC SYSTEM AND DRY-WELLS SHALL BE CERTIFIED BY OWNER'S R.S./P.E. UPON L TOWN OF SOUTH 0 LD, SU FFO LK COUNTY 2025 ENERGY CONSERVATION CODE OF NY STATE COMPLETION OF THE WORK 2'_025 PLUMBING CODE OF NY STATE A FINAL SURVEY MUST BE SUBMITTED AT COMPLETION OF JOB Z DO 2'_025 MECHANICAL CODE OF NY STATE ELECTRICAL UNDERWRITERS CERTIFICATE MUST BE SUBMITTED AT L J 1 NJFPA 70: NATIONAL ELECTRIC CODE (NEC), 2023 EDITION COMPLETION OF JOB. �- (0 N 2''-024 ANSI/AWC WFCM NO FOOTINGS PLACED OR DRY WELLS COVERED UNTIL APPROVED BY INSPECTOR ( � N ICC A117.1 - 20217 FOUNDATION SURVEY SHALL BE SUBMITTED AND APPROVED BY THE BUILDING "Ise `J INSPECTOR PRIOR TO FRAMING fr_v DRILLING AND NOTCHING OF EXTERIOR WALLS AND BEARING PARTITIONS SHALL COMPLY _ WITH SECTION R602.6. DRILLING AND NOTCHING OF TOP PLATE SHALL COMPLY WITH I (0 o .. SECTION R602.6.1. _ X X I THE MAXIMUM WATER CONSUMPTION FLOW RATE AND QUANTITIES FOR ALL PLUMBING mz� FIXTURES AND FIXTURE FITTINGS SHALL BE IN ACCORDANCE WITH TABLE P2903.2. BATHTUBS WITH SHOWER HEADS AND SHOWER COMPARTMENT FLOORS AND WALLS Li SHALL BE FINISHED WITH A NONABSORBENT SURFACE EXTENDING TO A HEIGHT OF 0- 00 NOT LESS THAN 6'-0" ABOVE THE FLOOR I SHOWER AND TUB/SHOWER COMBINATIONS SHALL BE EQUIPPED WITH CONTROL VALVES LJ"- Q Z(D OF THE PRESSURE BALANCE, THE THERMOSTATIC MIXING OR THE COMBINATION PRESSURE N BALANCE/THERMOSTATIC MIXING VALVE TYPES WITH HIGH LIMINT STOPS. Q PROJECT INFORMATION = REPIEffil'95ILE WATER OPENINGS AND OUTLETS SHALL BE PROTECTED BY AIR GAP, ATMOSPHERIC- TYPE VACUUM BREAKER, PRESSURE TYPE VACUUM BREAKER OR HOSE CONNECTION BACK-FLOW 1 PREVENTER. �J SEPERATE SHUT-OFF VALVES WILL BE PROVIDED FOR EACH BATHROOM & KITCHEN TABLE R3D1.2(1)CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ALL CONNECTIONS TO THE POTABLE WATER SHALL CONFORM TO SECTION P2902.4.1 THRU P2902.4.5 WIND DESIGN SUBJECT TO DAMAGE FROM ----- SEISMIC WINTER ICE BARRIER AIR MEAN GROUND FLOOD A SOIL OR WASTE PIPE, OR BUILDING DRAIN PASSING UNDER A FOOTING OR THROUGH A DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL SNOW Speed° Topographic Specialwind Windbornedebris CATEGORYf Weathering" n Termite` TEMP' REQUIRED" HAZARDS INDEX' TEMP FOUNDATION WALL SHALL BE PROVIDED WITH A RELIEVING ARCH; OR THERE SHALL BE BUILT LOAD° (rmph effects' re ion zone" depth D 0 M I N I C K M A VE L LI A THROUGHT IMASONRY WALL A PIPE SLEEVE TWO PIPE SIZES GREATER THAN THE PIPE PASSING �. OWNER: - 4- 1 mile from the Insert PIPING SHALL BE INSTALLED IN TRENCHES SO THAT THE PIPING RESTS ON SOLID AND CONTINUOUS i 20 130 NO NO coast a SEVERE 36" HEAVY 15' YES flood zone 452 52.7° BEARING f or N/A MANUAL J DESIGN CRITERIA PROJECT DESCRIPTION : 2 N D FLOOR DECK REPAIR DRAIN, WASTE AND VENT;-IG PIPING AND FITTING MATERIALS SHALL COMPLY WITH TABLE P31002.1 Winter Altitude Indoor Heating t y� Elevation Latitude Summercooling design Design temperature cooling temperature BUILDING SEWER PIPING AND FITTING MATERIAL SHALL COMPLY WITH TABLE P3002.2 heating correction factor temp. difference PLANS ARE IN COMPLIANCE WITH 2025 RESIDENTIAL 98ft. 4a° 15° 8s° 1 7a 75° summer APPLICABLE CODE: BUILDING CODE 0 F N Y STATE ( PUBLICATION DATE 0 7 2025 ) THE WATER SUPPLY FOR DISHWASHERS SHALL BE PROTECTED BY AN AIR GAP OR INTEGRAL 10 -in Cooling temperature wind velocity BACK FLOW PREVENTER Wind velocity heating Coincident wet bulb Daily range Winter humidity difference cooling Nu5 15° 15 MPH 7.5 MPH 72° Medium 45-55% 32 GR@50%RH AND 2025 EXISTING BUILDING CODE OF NY STATE THE DISCHARGE FROM CLOTHES WASHING MACHINES SHALL BE THROUGH AN AIR BREAK For SI:1 pound I per square foot=0 0479 kPa,1 mile per hour=0 447 mis a. Where weatithering requires a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code,the frost line depth strength required for Weathering shall govem. THE ENTIRE PLUMBING SYSTEM SHALL BE TESTED IN ACCORDANCE WITH SECTION P2503 OF THE CODE The weathering i column shall be filled In with the weathering index,"negligible,""moderaW'or"severe"for concrete as determined from Figure R301,2(4).The grade of masonry units shall be determined from ASTM C34,C555,C62,C73,C90,C129,C149,C216 or C652. CONSTRUCTION C LAS S I FI CATI 0 NI : WOOD FRAMED ALL HEATING, VENTILATING AND AIR CONDITIONING SYSTEMS AND WORK SHALL BE INSTALLED IN b, Where the frrost line depth 9ovem.The jurisdiction shall fill in the frost fine depth column requires deeper footings than indicated in Figure R403.1(1),the frost lime depth strength required for weathering shall With the minimurm depth of footing below finish grade. ACCORDANCE WITH CHAPTER 13 THRU 24 OF THE 2020 NYS RESIDENTIAL BUILDING CODE. ALL T c. The jurisdicttian shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local subte nean termite damage. SINGLE FAMILY RESIDENCE LOCAL RULES AND REGUI ,e,TI ONS AND AS SPECIFIED BY THE LATEST EDITION OF THE NATIONAL d. The Jurisdicttion shall fill in this pan of the table with the wind speed from the basic wind speed map[Figure R301 2(5)A].Wind exposure category shall be determined on a site-specific basis in accordance OCCUPANCY. FIRE PROTECTION ASSOCIATION. with Section R3(01.2.1,4. e. The outdoor design dry•bulb temperature shall be selected from the columns of 97%,percent values for winter from Appendix D of the Plumbing Code of New York State. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building offiicial,[Also see Figure R301,2(1).] ALL MECHANICAL SYSTEMS, EQUIPMENT, APPLIANCES, ETC. MUST BE LISTED AND LABELED AND f, The jurisdic'ton shall fill in this part of the table With the seismic design category determined from Section R301 2 2,1. FIRE HAZARD: LOW INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, LISTING/LABEL AND THE CODE g [NY]To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and Regulations of the State of New York(NYCRR)shall adapt a flood hazard map and supporting data The flood hazard map shall include,at a minimum,special flood hazard areas as identified by the Federal Emergency ManagementAgency in the Flood Insurance Studyfor the ALL FUEL, GAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS SHALL BE EQUIPPED WITH community,as amend or revise with: c' I. The accompanyingFlood Insurance Rate Map(FIRM), A FLAME SAFEGUARD DEVICE, WHICH WILL SHUT OFF THE FUEL SUPPLY TO THE BURNER WHEN THE ii. Flood Boundary and Fioodway Map(FSFM),and FIRE SPRINKLER SYSTEM : N/A FLAME OR PILOT LIGHT IS EXTINGUISHED 0 iii Related supporting data along with any revisions itrereto. O C The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section, h. in accordance with Sections R90512,R905A.3.1,R905.5.3.1,R905.6.3,1,R9057.31 and R9058.3.1,Where there has been a history of local damage from the effects of ice damming,the jurisdiction shall ALL EQUIPMENT SHALL PERFORM IN ACCORDANCE WITH TABLE N1103.1 OF THE CODE i. The jurisdiciflon shall fill in this part of the table with the 100-year return period air freezing Index(BF-days)from Figure R403,3(2)or from the 100-year(99 percent)value on the National Climatic Data Center j. The junsdictlion shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)." a k, in accordance With Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the jurisdiction shall fill in this part of the ALL H VAC PIPING SHALL BE INSULATED IN ACCORDANCE WITH TABLE N1103.5 I,in accordance with Figure R301.2(5)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with"YES"and identify any specific requirements, m. In accordarsce With Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"Na'in this part of the table. m The jurisdictlion shall fill in these sections of the table to establish the design criteria using Table Is or 1 b from ACCA Manus'J or established criteria determined by the jurisdiction. DOMESTIC HOT WATER HEATING EQUIPMENT SHALL BE SUBJECT TO THE MINIMUM FEDERAL STANDARDS o, [NY]The grcaund snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet.Sites at elevations above 1,000 feet shall have their THE MINIMUM LOAD FOR UNDER GROUND SERVICE CONDUCTORS AND SERVICE DEVICES THAT SERVE 100 % OF THE DWELLING UNIT LOAD SHALL BE COMPUTED IN ACCORDANCE WITH TABLE E3502.2 ELECTRICAL NOTES CONSTRUCTION NOTES WIRING METHODS SHALL BE IN ACCORDANCE WITH TABLE E3701.2. ALLOWABLE APPLICATIONS FOR WIRING MATERIAL INDEX WOOD NOTES METHODS SHALL BE IN ACCORDANCE WITH TABLE 3701.4. GENERAL INSTALLATION AND SUPPORT Y REQUIREMENTS FOR WIRING METHODS SHALL BE IN ACCORDANCE WITH TABLE E3702.1 O EARTH 1. A minimum of one wall-switch-controlled lighting outlet is required in every 1. THE A.I.A. GENERAL CONDITIONS ( A.I.A. DOC. A201) ARE HEREBY MADE CL i- Q } habitable room, hallway, stairway, attached garage, and outdoor entrance. AN ADMINISTRATIVE PART OF THESE DRAWINGS AS IF HEREIN WRITTEN W COMPACTED GRANULAR MATERIAL Exception: In habitable rooms other than kitchens and bathrooms one or more IN FULL. i receptacles controlled by a wall switch are permitted in lieu of lighting 2. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED Y Z Z ��,.,,•,:t•w CONCRETE outlets. DIMENSIQNS. CONSTRUCTION NOTES w - z' ': •-_> 1. ALL LUMBER SHALL BE DOUGLAS FIR LARCH N0.1 _ 2. In every kitchen, family room, dining room, den, breakfast room, living room, 3. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER 2. ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE SCALE DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE CONCRETE BLOCK parlor, sunroom, bedroom, recreation room, and similar rooms, receptacle FOR A COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE 2020 NYS RESIDENTIAL BUILDING CODE Z O J outlets must be installed so that no point along the floor line is farther ALLOWED FOR MATERIALS AND/OR LABOR REQUIRED TO COMPLETE _ O ® STEEL 3. ALL WOOD EXPOSED TO WEATHER SHALL BE A.C.Q. TREATED IN than 12 ft, measured horizontally, from an outlet, including any wall space 2 THE WORK, AS INDICATED. F O T ACCORDANCE AWPA STANDARDS. ft or more wide and the wall space occupied by sliding panels in exterior 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & CONDITIONS ON THE T-1 PROJECT INFORMATION Ln ~ t_JC� ~ ® ALUMINUM walls. JOB AND THE ARCHITECT'S OFFICE MUST BE NOTIFIED OF ANY VARI- 4. ALL WOOD CONNECTORS SHALL BE "SIMPSON", OR APPROVED ATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THE w Cv O ® FINISH WOOD EQUAL. 3. A minimum of two #12 wire 20-A small appliance circuits are required to serve DRAWINGS. PROVIDE DIMENSIONS SUBJECT TO ACTUAL FIELD COND- only small appliance outlets, including refrigeration equipment, in the ITIONS AND NO CREDITS OR EXTRAS WILL BE ALLOWED FOR DISCREP- !- ® 5. MEMBERS DESIGNATED AS "MICRO-LAM" SHALL BE MANUFACTURED kitchen, pantry, dining room, breakfast room, and family room. Both circuits ANCIES UP TO 2'-0" IN ANY MEASUREMENT. ARCHITECTURALS ROUGH WOOD IN ACCORDANCE WITH "GEORGIA PACIFIC" STANDARDS. DESIGN must extend to the kitchen; the other rooms ma be served b one or both of 5. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL,STATE AND LOCAL STRESSES ARE AS FOLLOWS: FB=2,80OPSI, FV=285PSI, y y CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL ® BATT INSULATION 2,000,000 PSI. them. No other outlets may be connected to these circuits, except a ARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING PLOT-1 PLOT PLAN receptacle installed solely for an electric clock. In kitchen and dining THE OCCUPANCY CERTIFICATE. •0 RIGID INSULATION areas, receptacle outlets must be installed at each and every counter space 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING A-1 DECK FRAMING & FOUNDATION wider than 12 in. AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION AND MISALIGNMENT Q SAND 4. A minimum of one #12 wire 20-A circuit must be provided to supply the laundry ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD PRACTICE. A-2 DECK PLAN receptacle(s), and it may have no other outlets. 7. CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING 5. At least one receptacle outlet must be installed in the bathroom near the WATER SANITARY OR UTILITY LINES IN AREA OF NEW FOUNDATIONS A-3 DECK SECTION & DETAILS date; P AND SHALL USE HAND EXCAVATION IN AREAS OF SUSPECTED PROJECT S . F . basin and must be provided with ground fault circuit interrupter protection. UNDER GROUND UTILITIES AND SERVICES. IF ANY LINES ARE BROKEN SYMBOL INDEX 6. Code requires sufficient 15- and 20-A circuits to supply three watts of power OR DAMAGED, THE CONTRACTOR WILL REPAIR AND REPLACE SAME A-4 GENERAL NOTES & SPEC'S for every square foot of floor space, not including arage and open porch scale; areas. Minimum code suggestion is one ci AT HIS OWN EXPENSE AND ARRANGE FOR PROPER INSPECTION OF rcuit per 600 sq ft; one circuit per HIS WORK. 500 sq ft is desirable. 8. THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL LOCAL FIRE DEPARTMENT'S REQUIREMENTS AND REGULATIONS, 7. A minimum of one exterior receptacle outlet is required (two are desirable) PROOF OF WHICH SHALL BE FURNISHED TO THE FIRE MARSHALL drawn 6q; and must be provided with ground fault circuit interrupter protection. PRIOR TO THE INSTALLATION OF SUCH MATERIALS AND PRODUCTS. M, AREA 0 F DECK - 1 )5 0 0 S.F. 8. A minimum of one receptacle outlet is required in basement and garage, in 9• MATCH ALL EXISTING CONDITIONS AS THEY RELATE N FINISHES, C.W.Kuehn B DETAIL NUMBER LIGHTING COURSING, DIMENSIONS, HEIGHT, ALIGNMENT, ETC. MOVE MI5 A4.2 M6 INTERIOR ELEVATION addition to the one in the laundry. In attached garages it must be provided AND RELOCATE ANY PARTITIONS, WIRING PLUMBING AND DUCTWORK checked bu; A-t SHEET NUMBER O MARK with ground fault circuit interrupter protection. THAT MAY BE CONCEALED IN WALLS OR CEILINGS BEING REVISED, M10 TO PROVIDE A COMPLETE JOB IN ALL RESPECTS. e SECTION NUMBER 9. Many building codes require a smoke detector in the hallway outside bedrooms; 10. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING z MARK 10. Disconnect switches are required.ENLARGED PLAN or above the stairway leading to upper floor bedrooms. OF NEW AND EXISTING AREAS. INSTALL AND REMOVE AFTER project no; A-1 SHEET NUMBER. COMPLETION ) ALL TEMPORARY SUPPORTS HEADERS AND DUST B SCREENS TO ADEQUATELY SUSTAIN ALL LOADS AND PROTECT ELEVATION MARIK EXISTING WORK FROM DAMAGES OF ANY KIND, INCLUDING DUST. a- PARTITION TYPE 11. FLASH, CAULK AND SEAL ALL JUNCTIONS OF NEW AND EXISTING ROOFS, WALLS AND PENETRATIONS, TO TO FORM A WATER TIGHT 10 DOOR MARK ARCHITECTS STATEMENT ASSEMBLY. ALL FLASHING TO BE 16 OUNCE COPPER SHEATHING AND O KEYNOTE SYMBOL EXTEND AT LEAST 8" ABOVE INTERSECTING SURFACES. 93 10 WINDOW MARK 12. ALL ELECTRIC WORK SHALL CONFORM TO RULES AND REGULATIONS sheet # OF THE NATIONAL ELECTRIC CODE AND N.Y. STATE BOARD OF FIRE Al REVISION MARK (A)---COLUMN CALLOUT UNDERWRITERS. THE FINAL CERTIFICATE OF APPROVAL MUST BE PRESENTED TO THE OWNER PRIOR TO FINAL PAYMENT. 102 ROOM MARK -----PROPERTY LINE 13. THE ENTIRE PREMISES, INSIDE AND OUT, SHALL BE CLEANED OF ALL T- 1 ' LEASING LINE DEBRIS AND EXCESS MATERIALS, TO THE SATISFACTION OF THE OWNER, INCLUDING LABELS AND PROTECTIVE COATINGS ON ALL 0.00 SPOT ELEVATION MATERIALS. drawing title 14. REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A TITLE SHEET WAIVER OF LIENS, SIGNED BY ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS, IN ADDITION TO THE GENERAL CONTRACTOR. APP 2 20 1 NJ "— $ouU1Gl: N 40" 32' 40" W 100. 02' 1 , w 00 1 u (D N C0 � N In L0 x -:�:Q O Li LL- mz ( � Oho w �J o Ln N � I 1 O 04 O(0 Z N 1 , ^ — (01 U 1 , I , �. +;ILLVylq I EXISTING 2 STORY DWELLING 102 2ND FLOOR DECK 1 Q - - - Li 0 2ND FLOOR DECK - n/ I O O 1 O ' ' O a) Q0 O o r n � V J I � 1 1 � � z I Y Lo maw 3 W z Z I ' 1 LLJ � � � - - - - - - - - - - - - - - - - - LO o O O S 390 24' 00" W 100.00 w o � CI-4 O date. MARCH 2O26 NORTH SEA DRIVE scale. drawn bq, checked bu; C.W.Kuehn PLOT PLAN project no; 1 " = 2 0'—0" 26029 sheet # r ST- 1 drawinq title PLOT PLAN 6'-0' 16'-1' -0, 11-011L, 5'-01 3 F-1 F-1 ­ - -1 11*1 - - - --zzr- - - - ��-I ____7 1\ HEADER 'AS INDICATED • L _J L J 410 COLUMN/POST AS INDICATED r cal 1 1 J 04 x co LO 2041 Cq I I 1 00 04 F-2 00 A N u r(0 -(0 *INSTALL ON EMERY NEW HEADER, 2 PLCS 2"X12" ACQ F.J. I r @ 16" O.C. SIMPSON STRONG- TIE PC66 F-3 L J UT 2 0"X12" ACQ F.J. (0 >- SCALE: NOT TO SCALE z< x 3: 0 16" O.C. x m 00 C'! C14 0 < C-4 L Ln LJ a- C:)C 1 00 0- -4 F-1 x 0 (0 L J Z F_ < CY L) 4X4 CCA POST 3 x 00 SIMPSON STRONG TIE CY TIE—LCB ul < F-2 -C, 47 X 04 EXISTING DWELLING L J POURED CONCRETE CD 0 00 GRAD LEVEL 2"X12" ACQ F.J. N1 FOOTING TO BE 11 < 1 10 @ 16" O.C. S-0" BELOW GRADE 2"X1 2" A 4 @ 16" a) F-3 04 01 k .- I 4� 10 1 IF-2 ta CJ L J_J+ <1 -!ku SIMPSON STRONG- o TIE LC13 x CD C, IN POST PIER CONNECTION 6 , 3'-0' 5'-8' Ju I I I 04 (D SCALE: NOT TO SCALE F-3 F-1 0 F-4 F-4 Q) L J (D 2' 6"1 1 a' CQI -4 F 4 LI _L 1_f OD ACQ F.J. C14 CD 2"X6" 04 @ 16" O.C. 2"X1 2" ACQ F.J. F-1 FOOTING: 12"X12" ACQ F.J.NI 1 1 1 I @ 16" O.C. @ 16" O.C. - CL- Lu 12" DIA. POURED CONCRETE PIER F2 < W OVER 24"X24"X12" POURED CONC. z FOOTING W/ (3) #4 REBAR EACH *F-3 L J 0 UJ El-1 = r5 0 pWAY AT BOTTOM TO MIN. 36" QI BELOW GRADE OVER "HELICAL" CY 0 T 0 0 4_1 METAL PILE — PILE TO HAVE A -!ku < L.C`> M 11 1 C -4 MINIMUM DEPTH OF 5'-0" BELOW C0 2"X12" ACQ F.J. N 2"X12" ACQ F.J. Cy x 0 0 BOTTOM OF FOOTING N1 1 4— pr xJq _�X1 -_ 1 00 ® 16'" O.C. @ 16" O.C. 04 Z9 04 04 104 1 1 1 04 F-1 c-4 F-2 N F-1 N F-2 F-1 r -I r -I r -i date: MARCH 2026 F-2 FOOTING: 12" DIA. POURED CONCRETE PIER OVER 24"X24"X12" POURED CONC. 1/4' = 1'-0" FOOTING W/ (3) #4 REBAR EACH drawn bq: WAY AT BOTTOM TO MIN. 36" BELOW GRADE /1_0L 4­10' 12"-3' 12'-2' 3'-0' checked bq: C.W.Kuehn 46'-4- F-3 FOOTING: project no: 26029 14" DIA. POURED CONCRETE PIER FOOTING TO MIN. 36" BELOW GRADE 1ST FLOOR PLANsheet # )/4 1 ) 0)) A - 1 drawinq title DECK FRAMING & FOUNDATION Sou'ululi 10-im 6'-0' —_— PREFINISHED VINYL SIDING OVER 1" ( R-5 ) RIGID FOAM BOARD 1/2" PLYWOOD SHEATHING FLASHING FOR WATER TIGHTNESS 3/8" DIA. HOLE © 16" O.C. I I 1"X CEDAR DECKING Ail 2" X LEDGER WITH FASTNERS I I IN ACCORDANCE WITH TABLE R507.2 ' 'J L_1 00 SIMPSON APPROVED GALV. JOIST HANGERS 0 I CN 1/2" DIA. BOLTS @ 16" O.C. HOLD DOWN DEVICE - MIN. 750 LB. CAPACITY. �O N STAGGERED TOP & BOTTOM J AT MIN. 4 LOCATIONS, EVENLY DISTRIBUTED ALONG DECK & ONE WITHIN 24" OF EACH END OF LEDGER. HOLD DOWN DEVICES SHALL I I . �� FULLY ENGAGE DECK JOIST PER HOLD-DOWN I I MANUFACTURE. c(OO .. A FULLY THREADED 3/8" DIA. LAG SCREW PREDRILLED X 3�:X W/ MINIMUM 3" PENETRATION TO CENTER OF THE I O W� m Z r } O i U ao u) DECK LEDGER DETAIL w �00 0 N \ O(0 1 I � zN I I 2ND FLOOR DECK COMPOSITE DECKING U i I I I I 2ND FLOOR DECK COMPOSITE DECKING DECK AREA - 65SF. CD O EXISTING DWELLING y^ 2ND FLOOR I I I I � 4'-0' 4'-2' I I I I a) 0 a� Ell I I Y I I 13' 4' +_/- VERIFY NO. OF STEPS PER °0 Q �- HEIGHT FROM GRADE TO DECK � a 1 -TREADS 0 8'-0" X 12" VERIFY N0. OF STEPS PER � Z �� Z L w RISERS EQ. 06 1/6" MAX. HEIGHT FROM GRADE TO DECK U — TREADS 0 8'-0" X 12" O J Q I I RISERS EQ. 0 6 1/6" MAX. Z O JO `* Q� �X LC7 2ND FLOOR DECK I 0 ,N O I I COMPOSITE DECKING I Q �— cn date; MARCH 2O26 scale; 1/4' = 1'-O" drawn bu: 46'-4' checked bu C.W.Kuehn project no 26029 2ND FLOOR PLAN sheet # 4 A - 2 drawing title DECK PLAN 2 0 P­ of T- R502.8 CUTTING, DRILLING AND NOTCHING: STRUCTURAL FLOOR MEMBERS SHALL NOT BE CUT, BORED OR NOTCHED IN EXCES!S OF THE LIMITATIONS SPECIFIED IN THIS SECTION: R502.8.1 SAWN LUMBER: NOTCHES IN SOLID LUMBER JOISTS, RAFTERS AND BEAMS SHALL NOT EXCEED ONE-SIXTH OF THE DEPTH OF THE MEMBER, SHALL NOT BE LONGER THEN ONE-THIRD OF THE DEPTH OF THE MEMBER AND SHALL V NOT BE LOCATED !N THE MIDDLE ONE-THIRD OF THE SPAN. NOTCHES AT THE ENDS OF THE MEMBER SHALL NOT EXCEED ONE-FOURTH THE DEPTH OF THE MEMBER. THE TENSION SIDE OF MEMBERS 4 INCHES (102 MM OR GREATER IN NOMINAL THICKNESS SHALL NOT BE NOTCHED EXCEPT 5/4- X 6- COMPOSITE DECKING AT THE ENDS OF THE MEMBER. THE DIAMETER OF THE HOLES BORED OVER 2" X 8" ACQ F.J. @ 16" O.C. OR CUT IINTO MEMBERS SHALL NOT EXCEED ONE-THIRD THE DEPTH OF LO THE MEMBER. HOLES SHALL NOT BE CLOSER THAN 2 INCHES TO THE LJ 00 TOP OR BOTTOM OF THE MEMBER, OR TO ANY OTHERHOLE LOCATED 00 1 IN THE MIEMBER. WHERE THE MEMBER IS ALSO NOTCHED, THE HOLE (0 C-4 r- SHALL NOT BE CLOSURE THEN 2 INCHES TO THE NOTCH. GUARD RAIL 0 36" ABO)VE W/ R502.8.2 ENGINEERED WOOD PRODUCTS DECK BALUSTR -CABLE RAIL- TRADES SPACES )AS NOT CUTS, NOTCHES AND HOLES BORED IN TRUSSES, STRUCTURAL COMPOSITE TO ALLOW A 4" DIA. SPHERE LUMBER, STRUCTURAL GLUE-LAMINATED MEMBERS, CROSS-LAMINATED TO PASS THROUGH ANY' AREA X(0 X < TIMBER MEMBERS OR [-JOISTS ARE PROHIBITED EXCEPT WHERE PERMITTED I 0 W BY THE WANUFACTURE'S RECOMMENDATIONS OR WHERE THE EFFECTS OF M Z SUCH ALTERATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF THE F-:0 MEMBER MY A REGISTERED DESIGN PROFESSIONAL. LO0 Li 0- C14 (3) 2- X 8- ACQ GIRDER ..... ....... PROVIDE 2'X8' ACQ L DGER or.0 BD. BOLTED TO EXIST G Z 04 11-11 RIM JOIST W1 1/2' DI , THROUGH < BOLTS w/ WASHER & UT @ 161 O.C. NO (0 STAGGERED TOP & DOT OM PROVIDE 2"X8" ACQ LEDGER 4"X4" ACQ POSTS BD. BOLTED TO EXISTING 16' T Y P. RIM JOIST W/ 1/2" DIA. THROUGH BOLTS @ 16 O.C. STAGGERED TOP & BOTTOM �u 0 0 - 0 0 LEDGER DETAIL qrf OF t4 NOTE: INTERIOR THROUGH BOLT CONNECTIONS MUST BE READILY VISIBLE FOR INSPECTION. F-1 FOOTING: TABLE R507.2 DECK LEDGER CONNECTION TO BAND JOIST a,b. 12" DIA. POURED CONCRETE PIER OVER 24"X24"X12" POURED 0ONC. DECK LIVE LOAD = 40 PSF, DECK DEAD LOAD = 10 PSF, SNOW LOAD < 40 PSF FOOTING W/ (3) #4 REBAR EACH WAY AT BOTTOM TO MIN. 36" CONINECTION DETAILS 6' & LESS 6'1" TO 8' 8'1" TO 10' 1101" TO 12' 12"" TO 14' 14" BELOW GRADE OVER "HELICAL...1" TO 16' 16'1" TO 18, METAL PILE — PILE TO HAVE A 0 MINIMUM DEPTH OF 5-0" BELOW 1/2- DIAMETER LAG SCREW WITH 1/2- 30" 23" 18" 15" 13" 11" 10" BOTTOM OF FOOTING MAXIMUM SHEATHING c.d. 1/2- DIAMETER BOLT WITH 1/2- MAXIMUM 36* 36" 34" 29" 24" 21" 191, SHEATHINIG d. F-2 FOOTING: 1/2- DIAMETER BOLT WITH 1- MAXIMUM 36" 36" 29" 24" 21 181, 16" 12" SHEATHING DIA. POURED CONCRETE PIER 16�4-J y e I OVER 24"X24"X12" POURED C(ONC. ff r_*_ 0 a. Ledger shall be flushed in accordance with Sec. R703.4 to prevent water from contacting the house band joist. FOOTING W/ (3) #4 REBAR EACH >_ b. Snow I(oad shall not be assumed to act concurrently with live load. F- c. The tip) of the lag screw shall fully extend beyond the inside face of the band joist. WAY AT BOTTOM TO MIN. 36 Ld < 1 , I LLJ d. Sheathiing shall be wood structural panel or solid sawn lumber. BELOW GRADE 0 cle') Z Z e. Sheathiing shall be permitted to be wood structural panel, gypsum board, fiberboard, lumber or foam sheathing. Up to 1/2" thickness 0 — UJ _J of stacl,ked washer shall be permitted to substitute for up to 1/2" of allowable sheathing thickness where combined with wood 0 _J Ld structural panel or lumber sheathing. 3:: Q-, SECTION T H R U UPPER DECK zo <=> 0 F-3 FOOTING: 4_1 FZ T (n F_ X C-­4 TABLE R507.2.1 14" DIA. POURED CONCRETE PIER 1 /4 1 UJ 0 0 o " ( PLACEMENT OF LAG SCREWS & BOLTS IN DECK LEDGER & BAND JOIST FOOTING TO MIN. 36 BELOW GRADE MINIMUM END & EDGE DISTANCES & SPACING BETWEEN ROWS TOP EDGE BOTTOM EDGE ENDS ROW SPACING MARCH 2026 LEDGER a 2 INCHES d 3/41NCH 2 INCHES b 1 5/8 INCHES b 1/4' = 1'-0' BAND JOI!ST C 3/41NCH 2 INCHED 2 INCHES b 1 5/8 INCHES b drawn bq: a. Lag screws or bolts shall be staggered from top to bottom along the horizontal run of the deck ledger in accordance with figure R507.2.1(1). b Maximum 5 inches. chocked bq: c. For enigineered rim joist, the manufacture's recommendations shall govern. C.W.Kuehn d. The mrinimurn distance from bottom row of log screws or bolts to the top edge of the ledger shall be in accordance with figure R507.2.1(1) project no: 26029 NOTE: ALL WOOD WHICH COME IN CONTACT WITH CEMENT ,OR GRADE MUST BE PRESSURE TREATED ACQ WOOD sheet # A - 3 drawing title SECTION/DETAILS rr A 9 2-P(3 S TABLE R404.1,2,1(11 PLAIN MASONRY FOUNDATIA WALLS TABLE 301 . 5 TABLE 3.2A ANCHOR BOLTS - SILL PLATE TO FOUNDATION TABLE 3.2B Bottom Plate to Foundation Connections PLAIN MASONRY MINIMUM NOMINAL WALL THICKNESS MINIMUM UNIFORMLEY DISTRIBUTED LIVE LOADS CONNECTIONS RESISTING SHEAR LOAD FROM WIND (Anchor Bolts) Resisting Lateral & Sheer Loads From Wind (inches) - Exposure B (Prescriptive Alternotive to Table 3.2) Exposure B (Prescriptive Alternative to Table 3.2) b USE LIVE LOAD MAXIMUM MAXIMUM SOIL CLASSES UNINHABITABLE ATTICS WITHOUT STORAGE Three Second Gust %peled (mph) 85 __90 1 100 1 `110 1 120 1 130 1 140 1 150 Three Second Gust yin 85 90 1 001 110 1 120 173071401 150 WALL UNBALANCED RAGE b 10 Foundation BUILDING DI ENSION - 1/2- ANCHOR BOLTS Speed (Mph) HEIGHT BACKFILL GM, GC SC, MN, Supporting PERPE. R%DICULAR TO A Bottom Plate to Foundation Foundation (feet) HEIGHT GW, GP EM, EM-SC ML-CL and bigp SHEA ILL LINE (FT) NUMBER OF BOLTS REQUIRED IN SHEARWALL 9A2 anchor Bolt Connection Resisting Supporting Moxtmum Anchor Bolt Spacing (in.3"' (feet) c SW and SP and ML inorganic CIL UNINHABITABLE ATTICS W/ LIMITED STORAGE 20 12 2 2 2 2 3 3 3 4 16 2 2 3 3 3 4 4 4 1/2" Anchor Bolts I STORY 20 2 3 3 4 4 5 5 6 1-3 5 4 6 S1014. or $ 6 Sod or 6 sod or HABITABLE ATTICS & ATTICS SERVED W/ FIXED STAIRS 30 24 3 3 4 4 5 6 6 7 Stories 30 28 3 3 4 5 6 6 7 8 Lateral and Shear Loads V1 I 5 6 Sod or 1 8 10 32 3 4 5 5 6 7 8 10 BALCONIES ( EXTERIOR ) AND DECKS e 40 36 4 4 5 6 7 8 9 11 5/8" Anchor Bolts 40 4 5 6 7 8 9 10 12 1-3 6 4 6 S10141 or 16 Sod or 6 Sod or 50 5 6 7 8 10 11 13 15 1 Stories 45 5 6 Sod or 8 10 FIRE ESCAPES 40 60 6 7 8 10 11 13 15 17 1q_ 70 7 8 9 11 13 15 18 20 L0 6 8 10 12 d80 8 1 9 11 1 13 15 1 18 20 1 23 Cal GUARDRAILS AND HANDRAILS 200 20 3 4 4 5 6 7 8 9 TABLE 3.2C Sill or Bottom Plate to Foundation Connections 7 4 6 So I i�. or 8 8 24 4 4 5 6 7 9 10 11 00 5 6 sod or 10 10 2 STORY 28 5 5 6 7 8 10 11 13 (Anchor Bolts Resisting uplift Loads From Wind (0 f 32 5 6 7 8 10 111 13 15 (0 10 GUARDRAILS IN-FILL COMPONENTS 50 36 6 6 8 9 11 13 14 17 N U 6 12 10 Solig 40 6 7 8 10 12 14 16 18 - Exposure B (Prescriptive Alternative to Table 3.2) 7 12 10 solid 12 solid a a 50 8 9 10 12 15 17 20 23 PASSENGER VEHICLE GARAGES 50 60 9 10 12 15 18 21 24 27 Three Second Gust Vim Of CO 8 4 6 solid or $ 6 solid or 11 12 14 17 20 24 28 32 85 90 100 110 120 130 140 150 or 13 8 Speed (mph) 1­1 80 12 13 16 20 23 27 32 36 1 1 1 1 1 1 1 0 5 6 solid or $ 10 12 ROOMS OTHER THAN SLEEPING ROOMS 40 Bottom Plate to Foundation Foundation co >- 5� anchor Bolt Connection Resisting Supporting Voximum Anchor Bolt Spacing (0.3 LL_ 6 10 12 12 solig 28 6 7 8 10 11 13 15 18 X < 32 7 7 9 11 13 15 17 20 0 Ld 7 12 12 S01119 Footnote SLEEPING ROOMS 30 3 STORY 36 8 8 10 12 14 17 20 22 1 8' End Zones M Z 8 10 solid 12 solid Footnore 40 8 9 11 14 16 19 22 25 1-3 1 . 0 C 50 10 11 14 17 20 23 27 31 Stories 72 _0 49 1 39 1 33 1 28 25 23 0 c; 1- -.4- STAIRS 60 12 14 17 20 24 28 32 37 uplift loads ry In �6 L1 '4 9 4 6 soliddor8 6 so4 or 13 8 1 70 14 16 19 23 28 32 38 43 Interior Zones 0 oo 80 1 6 18 22 27 32 37 43 49 a- 5 8 10 12 1 1 1-3 72 72 57 45 38 33 30 27 ILL 6 10 12 12 soli g Stories 11 fy- CN 7 12 12 solid Footnote 0 (0 Anchorage required to resist lateral loads shall be determined in the foundation 7' 8 12 S0119 Footnore Footnore design per section 1.1.4. 1 Prescriptive limits are based on assumptions in Table 3.2 9 Footnot& FootnorEP Footnore < 1 Perscriptive limits are based on assumptions in Table 3.2 2 When anchor bolts are used to resist uplift, lateral, and shear loads, the maximum anchor bolt spacing shall not exceed the lesser of the For SI: 1 irnch = 25.4 mm 2 Anchor bolts shall be uniformly distributed along the length of the shearwall line, tabulated values for uplift loads ( Table 3.2C ) or lateral and shear 1 fioot = 304.8 mm and in no case shall the anchor bolt spacing exceed 6 feet on center. For other loads ( Table 3.2B ). For other anchor bolt limitations see Section 1 pound/ sq. inch = 6.895 Pa. anchor bolt limitations, see Section 3.2.1.7. 3.2.1.7 and 3.2.2.3. 3 Sill plates are assumed to be treated Southern Pine. 3 Tabulated anchor bolt spacing for lateral and shear loads assume walls a. Mortar shall be Type M or S and masonry shall be laid in running bond. are sheathed in accordance with Section 3.4.4.2. For other wall sheathing Ungrouted hollow masonry units are permitted except where otherwise types the tabulated anchor bolt spacings shall be multiplied by the indicated. appropriate sheathing type adjustment factor in Table 3.17D, but in b. Soil classsies are in accordance with the United Soil Classification no case shall anchor bolt spacing exceed 6 feet on center. System. (Refer to Table IRR405J 4 For three second gust wind speeds greater than 110 mph, with a 199 tabulated lateral value from Table 3.5 greater than 262 if lateral c. Unbalanaced backfill height is the difference in height of the exterior connections shall be determined using the loads from Table 3.5. and interior finish ground levels. Where an interior concrete slab is provided, Ithe unbalanced backfill height shall be measured from the exterior firnish ground level to the top of the interior concrete slab. PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS PER TABLE R-401 .4.1 d. Solid grouted hollow. units or solid masonry units. CLASS OF MATERIAL LOAD)-BEARING PRESSURE TABLE R403. 1 I Prescriptive limits are based on assumptions in Table 3.2 e. Wall construction shall be in accordance with Table RR404.1.1(2) or a potunds per square foot) MINIMUM ODTH OF CONCRETE OR MASONRY FOOTINGS (inc%es) design shall be provided. 2 When anchor bolts are used to resist uplift, lateral, and shear loads, Crystalline bedrock 12,000 LOAD-BEARING VALUE OF SOIL (psf) the maximum anchor bolt spacing shall not exceed the lesser of the g. Thickness imay be 6 inches, provided minimum specified compressive tabulated values for uplift loads Table 3.2C ) or lateral and shear strength of concrete, fc, is 4,000 psi. loads ( Table 3.28 ). For other anchor bolt limitations see Section Sedimentry and foliated rock 4,000 1.500 2,000 3,000 34,000 3.2.1.7 and 3.2.2.3. TABLE301 . 7 Sandy grovel and/or grovel (GW and GP) 3,000 Conventional light-frome constriction ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS Sand, silty sand, clayey sand, silty gravel and clayey grovel 2,000 1-story 12 12 12 12 3"x3" washer ALLOWABLE (SW, SP, SM, SC, CM and CC) 7" min. embed. in TOP OF WALL ABOVE GRADE PER STRUCTURAL MEMBER DEFLECTION 2-story 15 12 12 12 poured concrete R 404.1.6 - 4" MERE MASONRY 0 Clay, sandy clay, silty clay, clayey silt, silt and sandy silt 15" in c.m.u. VENEER IS USED, 6.- ELSEWERE . C 1 ,500b 3-story 23 17 12 12 Q) RAFTERS HAVING SLOPE GREATER THAN (Cl, ML, MH and CH) Refer to Table R-402.2 for L/1 80 0 4-inch brick veneer over light rome or compressive strengths of _0 3/12 W/ NO FIN. CEILING ATTACHED MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MINIMUM SPECIFIED 8-inch hollo* concrete mosonr concrete. INTERIOR, WALLS AND PARTITIONS H/180 PER TABLE R-402.2 CORPRESSIVE STRENGTHa(f,c) 1-story 12 12 12 12 Refer to Tables R-404.1.2.1(1) L/360 thru R-404.1.2.1(4) for wall FLOORS Weathering potential requirements. TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION 2-story 21 16 12 12 ff Negligilble Moderate Severe Footing DEPTH PER R-403.3(l) 11711- 0 CEILINGS WITH BRITTLE FINISHES ( INCLUDING L/360 3-story 32 24 16 12 r­i >- PLASTER AND STUCCO) SOIL BEARING CAPACITIES AS PER TABLE R-401.4.1 a- Basement walls, foundations and other concrete not exposed to the weather 2,500c 2,500c 2,500c 8-inch solid or fully grouted rnasonryaQ ANCHOR BOLT SPACING AS PER SECTION R403.1.6 W W CEILINGS; WITH FLEXIBLE FINISHES H/360 Basement slabs and interior slabs on grade, except garage floor slabs 2,500c 2,500c 2,500c 0 Z Cn Z 1-story 16 12 12 12 UJ _J 0 _J INCLUDING GYPSUM BOARD Basement walls, foundation walls, exterior walls and other vertical JR4 bi Q 2,500c 3,000d 3,000d 03J.1 Vinimum Size. Minimum sizes for concrete and masonry 0 �:: I ALL OTHIER STRUCTURAL MEMBERS L/240 concrete work exposed to the weather 2-story 19 1 21 14 12 footings shall be as set forth in Table R403.11 and Figure 1114011(l). Z 0 4-1 FZ 3-story 42 32 21 16 The footing width, W, shall be based on the load-bearing value of the U M EXTERIOR WALLS-WIND LOADS WITH Porches, carport slabs and steps exposed to the weather, I I I soil in accordance with Table R4011,4.111. q� X L.C-> PLASTER OR STUCCO FINISHES H/360 and garage floor slabs 2,500c 3,000d,e 3,500d Spread footings shall be at 'least 6 inches (152) in thickness. 0 bi CI-4 0 a. Where minimum footing width is 12 inches, a Footing projections, p, shall be at least 2 inches (51 mm) and shall not L-C-> to single wythe of solid or fully grouted 12-inch exceed the thickness of the footing. EXTERIOR WALLS-WIND LOADS WITH a. At 28 days psi. For SI: 1 pound per square inch 6,895 kPa. nominal concrete masonry units is permitted to The side of footings supporting piers and columns shall be based on the 97. OTHER BRITTLE FINISHES L/240 be used. tributary load and allowable soil pressure in accordance with Table RR402.4.1. date: b. See Table RR301.2(1) for weathering potential. Footings for wood foundations shall be in accordance with the details set c. Concrete in these locations that may be subject to freezing and thawing during construction forth in JR403.(2) and Figure R403,11(2) and Figure R4011(3), MARCH 2026 EXTERIOR WALLS-WIND LOADS WITH L/1 20 shall be air-entrained concrete in accordance with Footnote d. 5cale: FLEXIBLE FINISHES For SI: 1 pound per square foot = 0.0479 kN/m2, d. Concrete shall be air entrained. Total air content (percent by volume of concrete) 1 square inch = 645 mm2, LINTELS SUPPORTING MASONRY VENEER L/600 shall not be less than 5 percent or more than 7 percent. 1 pound = 4.45 N. drawn 6q: WALLS e. See R402.2 for minimum cement content. a. Elevated garage floors shall be capable of supporting a C.W.KUEHN 2,000-pound load applied over a 20-square-inch area. chocked bq: NOTE: L = span length, H = span height. b. No storage with roof slope not over 3 units in 12 units. c. Individual stair treads shall be designed for the uniformly a. The wind load shall be permitted to be taken as 0.7 times distributed live load or a 300-pound concentrated load project no: the Component and Cladding loads for the purpose of acting over an area of 4 square inches, whichever produces the greater stresses. 26029 the determining deflection limits herein. d. A single concentrated load applied in any direction at any point b. For cantilever members, L shall be taken as twice the lenght along the top. 0 of the cantilever.. e. Attics constructed with wood trusses shall be designed c. For aluminum structural members or panels used in roof or in accordance with R802.10.1. sheet # walls (of sun-room additions or patio covers, not supporting f. See RR502.2.1 for decks attached to exterior walls. edge (of glass or snadwich panels, the total load deflection A - 4 shall not exceed L/60. For sandwich panels used in roofs or wallls of sun-room additions or patio covers, the total load drawing title deflection shall not exceed L/120. CODE 9W C' .t _ t r� v. 2026 . 6 . 3 8 "53 i� • l � 202"6 . .6 . 3 8 . 53 .ty.E� 8EE 8EC NO mD S3 ,Ar F w'• y wB „� =.A�.z. 'v<.., A., �`�' `�R v �`- Yt ;:a, �A 2� sn•.. L'C3 ww°. asyJ v� Is "' '� "" 4 m tor+j aantl a -.�•a a�2 ia � do s dF1B ze... �� � "� as k�:u:F.:^`,a° p.zd ,�§ €� ° �< y Al .y a \1\.fix � «� .... va: �\1z,i. ,v. .,n..i �3v�\ VV'.��3`•'.....,vz'�... ..A. ..� �; '"kc �,� rW J < �,� _s y "fir, err `rar Pik 3 3: ,Je Jew r p Y .ill g ;•�, a n' S. R � �••'a �- b - ,yr lo w t r49J r� s u <'Q+ ° 4- `J1a a. V f Zee 'W 211 5 1,J 4 4 11 ... w ���� 'i @# � b 3ier� M b 1•�. ,�,/ R �, mveaverwarirH `","'T , , b f , b � ya d � a J b SW1H01.0 'S s•,. v Ia� e �v JJ 237 J1k p 1 ya 1411, 5 eo.. _ `.o COUNTY OF SUFFOLK© N wT,cE k �wc�.a. sEcrrua r;o p ..,,,,.. --� Real Prope tyT 5 vtce Agency ievnoH duEox y o r.a__ae_ o' 0� E w_a't——— ... - aai r-rn Pi.M..A.W n>uuur W i �O N .s. mvw a r �. L w Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Friday, May 22, 2026 12:10 PM To: 'whartonpryce@yahoo.com' Subject: Julia Marellia Trustee Permit Application Good afternoon, Regarding your application,the office of the Board of Trustees is able to add the application to the Board's June 10th public hearing date. Be advised in order to move forward you will be mailed (unless you wish to come in and pick up) a noticing packet. In the noticing packet is a green Notice of Hearing card that must be posted on the property and visible from the street for a full seven days prior to the public hearing (posted by June 2"d). Also you will have to notice adjacent property owners of said application by certified return receipt by June 2"1. Affidavits regarding the posting and the mailings must be submitted prior to the public hearings. Lastly,you or the property owner need to attend the public hearing that is going to be held on Wednesday,June 10th at 5:30PM in Peconic. Please reply to this email as soon as possible as to whether or not you can/carinot complete the required. If you cannot the application can rescheduled to the Board's July 15th public hearing date. Eliza6eth Cantrell Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 1 so 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: June 10, 2026 Re: LWRP Coastal Consistency Review Mavellia, SCTM #1000-54.-4-17 This application is for the as-built in-place reconstruction of the existing 645 sq. ft. raised deck with landward 4' wide stairs to a 4'x4' landing to 4' wide stairs to ground, and seaward 4' wide set of stairs to ground. The proposed action has been reviewed to Chapter §268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is INCONSISTENT with the policies of the LWRP as follows: Policy 4 Minimize loss of life, structures, and natural resources from flooding and erosion 4.2 Protect and restore natural protective features. Natural protective geologic features provide valuable protection and should be protected, restored and enhanced. Destruction or degradation of these features should be discouraged or prohibited. Policy 6. Protect and restore the quality and function of the Town of Southold's 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. The site inspection revealed a concrete pad under the deck and a wooden walkway through the dune, a natural protective feature pursuant to Town Code §111-6 Definitions. These are inconsistent with Policy 4.2 which calls for no development in natural protective feature areas and the avoidance of the alteration/interference of a shoreline in its natural condition. The proposed as-built in-place deck is inconsistent with Policy 6.3A because the structure was constructed without regulatory permits. This project could be deemed consistent if the concrete pad underneath the deck and the wooden walkway through the dune are removed, and all regulatory permits for the deck are obtained. The proposed action has been reviewed to Chapter §268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. 2 PN Town Hall Annex Glenn Goldsmith, resident �� A.Nicholas Krupski,Vice President +�, 54375 Route 25P.O.Box 1179 Eric Se. enoski P Southold,New York 11971 Liz Gillooly c 1. # Telephone (631) 765-1892 Elizabeth Peeples "Q �0 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only � _EC E I V E Coastal Erosion Permit Application Wetland Permit Application Administrative Permit MAY 1 5 2026 Amendment/Transfer/Extension _Received Application: Southold[own Received Fee: $ Board of Trustees Completed Application: Incomplete: SEQRA Classification: Type I__ Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): LWRP Consistency Assessment Form Sent: CAC Referral Sent: _Date of Inspection: (o .! Receipt of CAC Report: _Technical Review: Public Hearing Held: !O ____ Resolution: Owner(s)Legal Name of Property (as shown on Deed): V ps \\ R`(��\��-,;�t Mailing Address: S �,.q�'��OC1 G� C�� Alt � �'V kn—T_`._ Phone Number: (A Suffolk County Tax Map Number: 1000 - Property Location: (S _ _tj 0 AN S-�a, e ,o 1�u2 (If necessary, provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): 'D b r t O _ Mc`V fi,'ct_ Mailing Address: Phone Number: Email: Gr-1 0� Ce—(J G d O_C o CCLra S-en Lrd of Trustees Applicat;, " GENERAL DATA Land Area(in square feet): Area Zoning: Previous use of property: Intended use of property: Covenants and Restrictions on property? Yes No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? Yes _nNo 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 No If"Yes", please provide copy of decision. is project req�,any demolition as per Town Code or as determined by the Building Dept.? Yes I VI No Does the structure(s) on property have a valid Certificate of Occupancy? Yes_2_No Prior permits/approvals for site improvements: Agency Date [D—No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency?_�No_0 Yes If yes, provide explanation: Project Description(use attachments if necessary): _ � ! ird of Trustees Applicati WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: ��Lc� C�J �„ ��� a k V-,r—s 1 Area of wetlands on lot: 0 . 5"�� square feet Percent coverage of lot: _(�. 0 U % 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? 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): 71 ird of Trustees Applicati COASTAL EROSION APPLICATION DATA Purposes of proposed activity: Are wetlands present within 100 feet of the proposed activity? +Fv—]--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:. �1 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) 617.20 Appendix B Short Environmental Assessment Form Instructions for Cornnleting Part l -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part l -Project and Sponsor Information Name of Action or Project: Project Location(describe,and attach a location map): Brief Description of Proposed Action: Name of Applicant or Sponsor: Telephone vv E-Mail: V Lo Address: <S I S �1�10 City/PO: State: Zip Code: V_) )(1 11 Ma\ 1.Does the proposed action only in olve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: ❑ 3.a.Total acreage of the site of the proposed action? �1A—acres — b.Total acreage to be physically disturbed? c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? (> > S acres 4. Che I an us at occur on,adjoining an ar the prop action. Urban Rural(non-agriculture) Industrial Commercial Residential(suburban) Forest Agriculture Aquatic DOther(specify): Parkland Page 1 of 4 5. Is the proposed action, � NO Y S NIA 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 YES landscape? 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? I NO YES If Yes,identify: ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO, YES b.Are public transportation service(s)available at or nearthe 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: ❑ IJ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: i_} ❑ ❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ ❑ 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? 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 typicalh4ibitat types that oc n,or are likely to be found on d roject site. Check all that apply: Shoreline Forest J 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? V 16.is the project site located in the 100 year flood plain? NO YES R Q117. Will the proposed action create storm water discharge,either from point or non-point sources? PN O If Yes, © Ela. Will storni water discharges flaw to adjacent properties? ®NO DYES b. W ill storm water discharges be directed to established conveyance systems f an drains)? If Yes,briefly describe: NO Li'm ES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids (e.g.retention pond,waste lagoon, dam)? If Yes,explain purpose and size: � ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: R ❑ 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 name: Date: Date: Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning 1-1regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? ❑ El 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 of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or ❑ El existing infrastructure for mass transit, biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate a ❑ 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, El 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)? El 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 problems? 1]. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration, irreversibility,geographic scope and magnitude. Also consider the potential for short-term, long-term and cumulative impacts. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 and of Trustees Applicat. AFFIDAVIT BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF, AND THAT ALL WORK WILL BE DONE.IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID:PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS.APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signal of Property Ow er Signature-of Property Owner d� SWORN TO BEFORE ME THIS DAY OF 20Z OMAR PORTILLO Notary Public,State of New York QA No.01 P06424068 Qualified in Suffolk County Commission Expires on 05/16/20g e otary-Public APPLICANTIAGENT/REPRESENTAT'I'VE T'RANSACT'IONAL DISCLOSURE FORM The Town of Southold's Code of Ethics rohibits conflicts of interest on the part oftownofficers and employees,The 12umse of this farm is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessMxto_avoid same. YOUR NAME: 7, 7V (Last name,first name,iriddle initial,unless you are applying in the name of someone else or other,entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION; (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other,name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood, marriage,or business interest."Business'interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES _ NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): f,A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); E_B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this day of 20 Signature a - &A0,00 Print Namey Fonn TS 1 Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIIL RECEIPTS I r I �7 APPLICATION NAME & SCTM#:J 11 H A HN LL I A, Sag IW D-J�4"7 �I T - ADDRESS: U.S. Postal Service"' CERTIFIED oRECEIPTU.S. ' • Service'" ru Domestic Mail Only o RECEIPT. Ln •. • Er frI r-1 Certified Mail Fee I I ,_ +rJ _� 4 A L U S - 1. _ r Certified Mall Fee 1. 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Cty, :---------------------------------------------------- ---S-ta-te,Z-P+4& ,. -------------------------- pzFo i8tL F OLD N " ' 77 -------------------------------------CI COUNTY OF SUFFOLK IIAW FREIRE , residing at 3b LIONGSTON S-r- Au N rl G T- ICI Li— ,� NY , being duly sworn, deposes and says that on the day of M i�y , 20 2—� , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed 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 were mailed at the United States Post Office located at that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RE IPT. SIgnatur Sworn to before me this Day of , 20 a(.4 JE?J nR CH.'W2 NDWY MM SfAn OF 14TW YORY b ���p�•.-. pugntioalio,OlCHGO'_i+t45 ',._ f_ QW0,cd is NNW 000ty !� '� _: tary P 01, c iJ J U N 1 2026 Southold Town � Board of Trustees NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: SCTM# YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to'requost a Permit from the Board of Trustees to: 2. That-the property which is the subject of Environmental Review is located adjacent to your property and is described as follows- -3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE• " \o c�,®�� ' •�® 'p .1k Ydu may contact the Trustees Office at 765-1892 or in.writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. PROPERTY OWNERS NAME: q MAILING ADDRESS: PHONE M AGENT: MAILING ADDRESS: PHONE #: Eric: Copy of sketch or plan showing proposal for your convenien oEC '' EJU 1 2026 Southold Town Board of Trustee, s E0 E IV L J; EUN 2026 11` j. y - �� 40' 32' 40" W 100.02'Southold Town N __ 1=�� Board of Trustees 1 1 W� W IM YO n W I— --�-.� m I .LL 1 , �p w 1 Q 1 i ED I I U � 1 I1 , 1 1 , 1 , 1 I STMY OWEll1NG 1 91D RWIt DEIX I . O 3 I Ioz I W (�/ I O 1 9N RDDR DECK ,0 L1 I 0+I11 W a o i w 1 475 00' moo 0 s 39' 24' 00" W 100.00' 'o 0 daM: NORTH SEA DRIVE w��pzD drean by: ' .'ns.ked fq: PLOT PLAN 1" = 20'-0" Glenn Goldsmith, President Town Town Hall Annex A.Nicholas Krupski,Vice President �`;�e' p���, 54375 Route 25 Eric Sepenoski P.O. Box 1179 Liz Gillooly d,*�, ��` Southold,NY 11971 Joseph Finora ?��� ��,� Telephone(631)765-1892 � Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD dNV ------------------------------------------ In the Matter of the Application of N ` JULIA MAVELLIA COUNTY OF SUFFOLK ' '®(ctiauan STATE OF NEW YORKM.�_. Dard f 1�'s$` =-- AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED IN PLACE FOR AT LEAST SEVENDAYS PRIOR TO THE PUBLIC HEARING DATE— COMPLETE THIS FORM ON EIGHTH DAY OR LATER A I, >O K��C— ��y Q�\a�, residing at/dba Y, being duly sworn, depose and say: That on the I day of V ram.. , 20 4%So, I personally posted the property known as by placing the Board of Trustees official noticing oster 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, June 10,2026. Dated: o � ( ig ature) Sworn to before me this & Wday o0um 202,la _ XNWE-R CRAVE?]Nomy "11C,STAn OF NEVReoi ntion No.OICH00244QualifieditNUMCOUMy i"09 INOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Peconic Community Center Auditorium, 1170 Peconic Lane, Peconic, New York, concerning this property. OWNER(S) OF RECORD: JULIA MAVELLIA SUBJECT OF PUBLIC HEARING: For a Wetland Permit and a Coastal Erosion Permit for the as-built in-place reconstruction of the existing 645sq.ft. raised deck with landward 4' wide stairs to a 4'x4' landing to 4' wide stairs to ground, and seaward 4' wide set of stairs to ground. Located: 1525 North Sea Drive, Southold. SCTM# 1000-54-4-17 TIME & DATE OF PUBLIC HEARING: Wednesday, June 10, 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 ADJACENT PROPERTY OWNER INFORMATION SCTM# 54.-4-16 CG Stoll Revocable Trust 11645 Soundview Avenue Southold, NY 11971 SCTM# 54.4-18 DN & P Revocable Trust 12 North Manor Drive White Plains, NY 10603 SCTM# 54.-5-42.2 CG Stoll Revocable Trust 11645 Soundview Avenue Southold, NY 11971 Please be advised that because SCTM#'s 54.-4-16 & 54.-5-42.2 have the exact names and mailing addresses, you can send one certified return receipt letter to this owner for the noticing of the project. 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 significant beneficial and adverse effects gpon 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, listiny, 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#�13�89- ^T� PROJECT NAME —UZr The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees KY 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity,agency regulation, land iransaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit, approval, license,certification: Nature and extent of action: 1 v `����-'v a, Location of action: ►- ` �C Site acreage: r-1 Present land use: Present zoning classification: 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: V (b) Mailing (c) Telephone number: S`C Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No V 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 L 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 LV6W Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No [JNot Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources• of the Town of Southold. See LVW Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No La 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 S 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 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 RNot Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑No 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 allot 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. �� ❑ Ye❑ No Ltd Not Applicable Attach additional sheets if necessary WORIaNG COAST POLIO- 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 Iallot Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the 'Town of Southold. See LWRP Section III— Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No 0 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 Z Not Applicable PREPARED BY TITLE �tt t't\ DATE 04