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HomeMy WebLinkAboutMavellia, Julia ALP, DENIS NONCARROW Town Hall,53095 Main Road P.O. TOWN CLERK Qf 8a�r� Box 1179 Southold,New York 11971 Fax REGISTRAR OF VITAL (631)765-6145 Telephone(631) STATISTICS MARRIAGE OFFICER 765-1800 RECORDS MANAGEMENT ��,, # www.southoldtownny.gov OFFICER FREEDOM OFF INFORMATION OFFICER �QO�L � 4 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD. THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2026-744 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON AUGUST 25, 2026: WHEREAS, applicant Julia Mavellia,by her agent Dominic Mavellia, by application dated June 25, 2026 and received July 9, 2026, appealed to the Town Board of the Town of Southold, sitting as Coastal Erosion Hazard Area Board of Review, from the Board of Trustees' June 15,2026 denial of a Coastal Erosion Hazard Area(CEHA) Permit for the as-built, in-place reconstruction of an existing 645 square-foot raised deck with stairs at 1525 North Sea Drive, Southold,New York(SCTM# 1000-54-4-17),under Section 111 of the Coastal Erosion Hazard Area Law(the "Law"), or in the alternative sought a variance; and WHEREAS, on August 25, 2026, the Town Board conducted a duly noticed public hearing on the appeal at which all interested parties were heard and testimony was taken of the applicant's consultant; and WHEREAS, the Board of Trustees, by determination dated July 8, 2026, approved a Wetland Permit under Chapter 275 for the same deck and stairs, as depicted on the site plan of Charles W. Kuehn,Architect, received June 29, 2026 and stamped approved July 8, 2026; and WHEREAS,under§ 111-9 of the Law a permit issues only upon findings that the activity is reasonable and necessary, is not likely to cause a measurable increase in erosion, and prevents or minimizes adverse effects on natural protective features, and§§ 111-13 and 111-16(C) accord dunes the greatest protective value, allow only nonmajor additions to existing structures in dune areas, and require that dune crossings be elevated; the Town Board finds the as-built deck and stairs satisfy § 111-9,while the wood-framed walkway laid through the dune does not, such that its removal is necessary to satisfy the Law and resolve the LWRP Policy 4.2 inconsistency; and WHEREAS, the application has been reviewed pursuant to Chapter 268, Waterfront Consistency Review, of the Town Code and the Local Waterfront Revitalization Program; now, therefore, be it Q RESOLVED that the Town Board finds that the proposed action is a Type II Action not subject to review under the SEQRA Rules and Regulations; and be it further RESOLVED that the Town Board hereby adopts the Findings and Determination dated August 25, 2026, and GRANTS the application of Julia Mavellia for a Coastal Erosion Hazard Area Permit pursuant to Chapter 111-20 of the Law for the as-built deck and stairs approved by the Board of Trustees on July 8, 2026,upon the express CONDITION that the wood-framed walkway(wooden platform) extending from the concrete walkway to the beach and bluff line, approximately ninety(90) feet in length,be removed; and be it further RESOLVED that this Determination shall not affect or deprive any other agency of its properly asserted jurisdiction, separate and apart from the proceedings under the Coastal Erosion Hazard Areas Law considered herein. Denis Noncarrow Southold Town Clerk RESULT: Adopted MOVER: Justice Stevens SECONDER: Councilman Mealy AYES: Councilman Mealy, Justice Stevens, Councilwoman Doherty, Councilwoman Smith, Councilwoman Suess, Supervisor Krupski, Jr. NAPES: None CEHAAPPEAL - JULIA MAVELLIA THIS APPEAL TO THE TOWN BOARD, IN ITS CAPACITY AS THE COASTAL EROSION HAZARD BOARD OF REVIEW, PERTAINS TO PREMISES OWNED BY JULIA MAVELLIA AND LOCATED AT 1525 NORTH SEA DRIVE, SOUTHOLD, NY 11971. APPLICANT APPEALS A DETERMINATION OF THE SOUTHOLD TOWN BOARD OF TRUSTEES DATED JUNE 15, 2026, DENYING A REQUEST FOR COASTAL EROSION HAZARD AREA PERMITS FOR:, 1. EXISTNG 645 SQUARE-FOOT RAISED DECK, WITH LANDWARD STAIRS TO A 4' x 4' LANDING TO GROUND AND SEAWARD STAIRS TO GROUND; 2. CONCRETE WALKWAY AT GROUND LEVEL BENEATH THE DECK;AND 3. WOOD-FRAMED WALKWAY EXTENDING FROM THE CONCRETE WALKWAY ACROSS THE DUNE TO THE BEACH AND BLUFF LINE,APPROXIMATELY NINETY(90) FEET IN LENGTH. LEGAL NOTICES FOR THIS APPEAL ARE PUBLISHED NO LESS THAN TEN (10) DAYS PRIOR TO THE HEARING, IN AN ELIGIBLE LEGAL TOWN NEWSPAPER. THE TOWN CLERK'S OFFICE HAS RECEIVED THE AFFIDAVIT OF SERVICE FROM THE NEWSPAPER INDICATING THAT THE NOTICE WAS TIMELY PUBLISHED. THE TOWN CLERK FILE ALSO INCLUDES AN AFFIDAVIT OF POSTING OF THE PUBLIC NOTICE ON THE TOWN CLERK'S BULLETIN BOARD AT TOWN HALL. CONFIDENTIAL CLIENT COMMUNICATION — NOT SUBJECT TO FOIL MEMORANDUM To: Supervisor Albert J. Krupski, Jr. Town Board Members Re: Coastal Erosion Hazard Area (CEHA) Appeal—Julia Mavellia Parcel located at 1525 North Sea Drive, Southold (SCTM # 1000-54-4-17) Date: August 24, 2026 Please accept this writing as a summary of the CEHA Appeal to be heard by the Town Board, sitting as the Coastal Erosion Hazard Board of Review, on August 25, 2026. The as-built structures at issue are located within.the identified coastal erosion hazard area and are described as follows: • existing 645 square-foot raised deck, with landward stairs to a 4' x 4' landing to ground and seaward stairs to ground; • concrete walkway at ground level beneath the deck; and • wood-framed walkway extending from the concrete walkway across the dune to the beach and bluff line, approximately ninety (90) feet in length. By site plan of Charles W. Kuehn, Architect, received June 29, 2026 and stamped approved July 8, 2026, the Trustees granted a Wetlands (Chapter 275) Permit for the deck and stairs. By determination dated June 15, 2026, however, the Trustees denied the CEHA (Chapter 111) permit for the structures, on the ground that the 645 square-foot deck exceeds what Chapter 111 permits. By appeal dated June 25, 2026 and received July 9, 2026, the applicant, by her agent Dominic Mavellia, timely appealed the denial to the Town Board or, in the alternative, sought a variance, seeking to maintain the deck, the concrete walkway, and the 90-foot wooden walkway. Applicant is before the Town Board, as the Coastal Erosion Hazard Board of Review, to appeal the denial of the CEHA permit. The LWRP Coordinator found the proposal inconsistent with the LWRP,specifically noting that the wooden walkway is placed through the dune—a natural protective feature—contrary to Policy 4.2. Chapter 111 permits a regulated activity only upon findings that it is reasonable and necessary, is not likely to cause a measurable increase in erosion, and prevents or minimizes adverse effects on natural protective features (§ 111-9). Section 111-13 accords dunes "the greatest protective value," allows only nonmajor additions to existing structures in dune areas, and bars other development unless specifically provided for. Section 111-16(C) further requires that dune crossings be elevated. As to the deck and stairs, these represent an in-place reconstruction of a pre-existing structure. They are reasonable and necessary, are not likely to increase erosion, and—subject to the Best Management Practice that existing vegetation not be diminished—satisfy the § 111-9 criteria. The deck and stairs have already received a Wetlands Permit from the Trustees, and there appears to be no sound basis to deny CEHA relief for these structures. A denial as to the deck and stairs would be vulnerable to reversal in Supreme Court. The wooden walkway stands on a different footing. It is laid through the dune rather than elevated over it, diminishes dune vegetation, and is not provided for under either § 111-13 or § 111-16(C). Its retention cannot be squared with the statutory criteria, and its removal is necessary under § 111-9(C). Removal would also resolve the LWRP Policy 4.2 inconsistency identified by the Coordinator. Here the Board should weigh the precedent of permitting an unelevated crossing through a dune in such an environmentally fragile area. Accordingly, I recommend that the Board MODIFY the Trustees' June 15, 2026 determination and GRANT a CEHA permit for the as-built deck and stairs approved by the Trustees on July 8, 2026, on the express condition that the wood-framed walkway across the dune be removed. This approach grants the relief supportable under Chapter 111 while curing the dune-crossing and LWRP deficiencies, and positions the Board's determination to withstand review. Attached please find the parcel survey, the Kuehn site plan, and the Trustees' decision. Julia Mavellia CEA 1 . Pictures of Property Posting 2. Notice to Adjacent Properties 3 . Affidavit of Publication — Suffolk Times 4. Notification to NYSDEC 5. Legal Notice 6. Affidavit of Posting 7. Resolution — Setting Public Hearing 8. Coastal Erosion Application Notice of Public Hearin; 2026 Public Hearing: TUESDAY AUGUST 25 20H at 9:00 A.M. Southold Town Hall,53095 Main Road,Southold,New York 11971 Julia Mavellia Coastal Erosion Hazard Board of Review Appeal Application SCTM# 1000-54-4-17 1525 North Sea Drive, Southold,New York 11971 ion is in regard to an as-built This proposed Coastal Erosion Appeal Application raised deck with landward in-place reconstruction of anding to 4' whe existing ide stairs to ground,and seaward 4' 4' wide stairs to a 4 x 4 prepared by wide set of stairs to ground; and as depicted on the site plan p re P ect, received on April 2026 Charles W. Kuehn,Archit DRIVE N SEA 0'. tg t 4 0 r ..A�. .� • III. Ak `Vol •'� ��1 � `try� '••\ •`� �}v �� /�a� +4, _ it 41 too I 1 ' , 1 e to All ICI►"� �p�••� I +� jj � � � � ! � �}, a; ►�• ... i f . A Memorandum Subject: In the Matter of the Petition of Julia Mavellia 1525 North Sea Drive,Southold, New York Tax Map#1000-054.00-04.00-017.000 Date: August 20, 2026 To: Town Board,Town of Southold From: Julia Mavellia Please see attached two (2) photos evidencing the posting of the required Notice of Public Hearing scheduled for August 25, 2026 at 9:00 am. Thank you. RECEIVED Enclosures AUG 2 1 2026 Southold Town Gzef,- PROOF OF MAILING NOTICE NAME ADDRESS U.S. Postal Service" © - P,stat - rq 'p i. . ■ ' tr 1p Er m W CIO Certified Mall Fee Lr) �. ru $E❑xtra services / cD Certife fin -�\�GTO'Vx,addfeea teReturnReceipt(hardcopy) b $ u'I $ i.^( Return Receipt(electrenic) $. Postmark v EMfa ru SeNICeS&FeeS(check hox,add/ee at n C3 ❑Ceditd Mall Restricted Delivery $ i /9/, G ❑Return Receipt(hardcopy) $ �y e�'v Here { CI-1..11f1 Postma v Q El Adult Signature Required $ y Cl)C/> I ❑Return Receipt(electrenlc) $ Here ❑Adult Signature Restricted Delivery$ / � ® I � ❑Certified Mail Restricted Delivery $ C-3 co Postage - ` O ❑AdultSlgnatureRequired $ 11 $ !"�!'! Cti O 1„�h Adult Signature Restricted Delivery$ - (A Total Poste a and Fees AVOC TR - 0 Postage n d, $��� .n )�J ..';)il �� ru $ DpNt&P RLVf3CABLE TR S�ls i O Sent �� $ t 7 0 1 Ian ees eta ru N E - - - ;,1 0 0 Street andApt.No.,of PO Boz No.----- Se t--------------------------------------------- ru cry i ED;-N-Y-iI9-71---------------------------------------- Street andA"pt.No.,or PC3 Box Ido. iP ---1460-3-------------------------------- STATE OF NEW YORK SS COUNTY OF SUFFOLK ,24RN 10 E ,residing at `T 0' Q,+Rk &VF—AlaE QlCI-rNLTG K IQ V 114q3, being duly sworn, deposes and says that on the 14 day of /-U&Q , 20 , deponent mailed a true copy of the Notice set forth on the reverse side / I hereof, 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 addresses 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 at ;E-1 1W o TPKE 4 O 1� V I o-; that said Notices were mailed to each of the said persons by certified, registered receipt mail. ZA'ze Signature Sworn before me this day of 20 RECEIVED bli AUG 1 8 2026 I Southold Town CV�F", TOWN BOARD, TOWN OF SOUTHOLD In the Matter of the Petition of NOTICE ULIA MAVELIJ TO ADJACENT to the Town Board of the Town of Southold.: PROPERTY OWNERS TO: GCI STOLL REy4(ABLE TRU.T A 0 P RMABC TRUST YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to petition the Town Board of the Town of Southold to request a REP LACENENt 01-- -r)�9_ EY I-Q W(j D9 cK - 2. That the property which is the subject of the Petition is located adjacent to your property and is described as follows: Suffolk County Tax Map# 1000- —Q4.00`0I . 00Q Property Address: 1525 _A DRIM 7NYd 3. That the property which is the subject of such Petition is located in the following zoning district: RCS I PC NV A L 4. That by such Petition,the undersigned will request that the above-described property be placed in the following zone district classification: P-ES I DE Aft(A L 5. That within five days from the date hereof, a written Petition requesting the relief specified above will be filed in the Southold Town Clerk's Office at Main Road, Southold,New York and you may then and there examine the same during regular office hours. 6. That before the relief sought may be granted, a public hearing must be held on the matter by the Town Board; that a notice of such hearing must be published at least ten days prior to the date of such hearing in the Suffolk Times newspaper published in the Town of Southold and designated for the publication of such notices;that you or your representative have the right to appear and be heard at such hearing. Dated: , 202� a Petitioner Mailing Address: ZT41 CA L E DON lA � I W; �W D� 1 DENIS NONCARROW �`� ®may Town Hall,53095 Main Road TOWN CLERK ® P.O.Box 1179 Southold,New York 11971 REGISTRAR OF VITAL STATISTICS ap ® Fax(631)765-6145 MARRIAGE OFFICER °� �' RECORDS MANAGEMENT OFFICER ®� .��® Telephone oldt nny.gov FREEDOM OF INFORMATION OFFICER www.southoldtownny.gov OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD August 6, 2026 Mr. Dominic Mavellia 541 Caledonia Road Dix Hills,NY 11746 Re: Julia Mavellia Coastal Erosion Hazard Appeal Dear Mr. Mavellia: Enclosed find the following in relation to the above: 1. Town Board Resolution setting Public Hearing 2. Copy of the Legal Notice that will be published in the 8/13 edition of the Suffolk Times and posted on the Town website 3. Notice to Adjacent Property Owners form 4. Two (2) signboards to be posted on the property If you have any questions, please don't hesitate to call the office. Very truly yours, ()�P& M axc,-� Lynda M Rudder Deputy Town Clerk Enc. TOWN BOARD, TOWN OF SOUTHOLD In the Matter of the Petition of NOTICE. TO ADJACENT to the Town Board of the Town of Southold. : PROPERTY OWNERS TO: YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to petition the Town Board of the Town of Southold to request a 2. That the property which is the subject of the Petition is located adjacent to your property and is described as follows: Suffolk County Tax Map# 1000- Property Address: 3. That the property which is the subject of such Petition is located in the following zoning district: 4. That by such Petition, the undersigned will request that the above-described property be placed in the following zone district classification: 5. That within five days from the date hereof, a written Petition requesting the relief specified above will be filed in the Southold Town Clerk's Office at Main Road, Southold,New York and you may then and there examine the same during regular office hours. 6. That before the relief sought may be granted, a public hearing must be held on the matter by the Town Board; that a notice of such hearing must be published at least ten days prior to the date of such hearing in the Suffolk Times newspaper published in the Town of Southold and designated for the publication of such notices; that you or your representative have the right to appear and be heard at such hearing. Dated: , 20 Petitioner Mailing Address: PROOF OF MAILING NOTICE NAME ADDRESS STATE OF NEW YORK SS COUNTY OF SUFFOLK residing at , being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth on the reverse side hereof, 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 addresses 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 at that said Notices were mailed to each of the said persons by certified, registered receipt mail. Signature Sworn before me this day Of , 20 Notary Public Notice of Public Hearing Public Hearing: TUESDAY, AUGUST 25, 202 t at 9:00 A.M. Southold Town Hall, 53095 Main Road, Southold, New York 11971 Julia Mavellia Coastal Erosion Hazard Board of Review Appeal Application SCTM# 1000-54-4-17 1525 North Sea Drive, Southold, New York 11971 This proposed Coastal Erosion Appeal Application is in regard to an as-built in-place reconstruction of the existing 645 sq, ft. raised deck with landward 4' wide stairs to a 4' x 4' 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 The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven (7) days Preceding the date of the Public Hearing. Tbe buffolk Timm SUFFOLK COUNTY NOTICE OF MEETING AFFIDAVIT F PUBLICATION LEGAL NOTICE NOTICE OF PUBLIC HEARING The Suffolk Times PO Box 1500, Mattituck, NY 11952 NOTICE IS HEREBY GIVEN the Town Board of the (518) 730-4551 Southold hereby sets Town of Qugust25,,2026..at 9,.:OQa..m._ia, State of Florida, County of Broward, Ss: the Southold Town Hall Meetina Room 53Q95_tVIaiC1 R_os_d,. Southold,—ew Yorkit9Z1,_as- I, Ankit Sachdeva, of lawful age, being duly sworn upon oath the time and place for a public depose and say that I am an agent of Column Software, PBC, azard-Board-oRevie"I pa hQarirtg gnthe Goatal Erosion__ duly appointed and authorized agent of the Publisher of The of Julia Mavell a t,,relating tottheL Suffolk Times, a Weekly newspaper of general circulation, as-built in-place reconstruction of printed and published in Mattituck, Suffolk Count New York, the elandwardting 4 s i e raised deck p p y, with landward 4'wide stairs to a designated by the County Clerk of Suffolk County as a 4'x 4'landing to 4'wide stairs newspaper of record;that the publication, a co of which is to ground,and seaward 4'wide p PY set of stabs to ground;and as attached hereto, was published in the said newspaper on the depicted on the site plan prepared following dates. recelvedeon April 29,2026 onct, Publication Dates: property located at 1525 North Sea Drive,Southold,New York 11971, • Aug 13, 2026 SCTM#1000-054.00-04.00- 017.000. Notice ID: U5KL0BAB7iar7l5g4YMq A complete copy of this file is Notice Name: CEA-Mavellia available for public inspection and copying during regular business Publication Fee: $52.49 days and hours Monday through Friday,8:00 A.M.to 4:00 P.M. _ and is also available for viewing Ahkrt$'AAdeva on the Town's website:www. southoldtownny.gov Agent �����`��pv p '/�/ice SHERI SMITH Dated:July 28,2026 <?. •...s� �� BY NOTICE OF THE TOWN Notary Public-State of Florida BOARD NONVERIFICATION = :'Q` Commission#HHeo444s DENTS SOUTHOLD C LD TOWN O CLERK State of Florida %y,9aF \�C� Expires on May 31,2030 �� p�I�jili ��\ County of Broward Signed or attested before me on this:08/13/2026 13 &u;m— Notary Public Notarized remotely online using communication technology via Proof. CEA- Mavellia Page 1 of 1 The buf f orb.ximeq. INTERIM F This is the proof of your ad scheduled to run in The Suffolk Times on the dates indicated below. If changes are needed, please contact us prior to deadline at (518) 730-4551. Notice ID: U5KLOBAB7iar7l5g4YMq I Proof Updated:Aug.03,2026 at 01:06pm EDT Notice Name:CEA-Mavellia See Proof on Next Page This is not an invoice.Below is an estimated price,and it is subject to change.You will receive an invoice with the final price upon invoice creation by the publisher. FILER FILING FOR Lynda Rudder The Suffolk Times lynda.rudder@town.southold.ny.us Columns Wide: 1 Ad Class: Legals 08/13/2026:1.Public Notice-With 27.49 Affidavit Affidavit Fee 25.00 Subtotal $52.49 Tax% 0 Processing Fee $0.00 Total $52.49 CEA- Mavellia - Page 1 of 2 SUF.F.OLK COUNTY NOTICE OF.MEETING LEGAL NOTICE . NOTICE OF PUBLIC HEARING NQTICE IS-HEI.REBY;GIVEN the Town`Board;ofth'6 Town,of Soutlold,hereby ets: Au9ust`25-.2026_s�.t.'00-a.rjn- the:Southold Town Hall Meeting So-u1hoId,_Net-York1,1-M, i_as- the time and"placojorErpublic heart It9_�h�Csaas�aL.Eiszsian. Bazard_B:oard_oi`Eietri.o.WApA.eaL of Julla Mavellia,relating to the as=built`in-place:Mconstruction.of the'existing;645 sq:;ft.raised.deck witli,,landward,4'.wide'6tairs=tb,a 4''x 4'landing to 4`wide stairs to ground,and seaward-4'wide . set of stalrs,toground;and as depicted on the site plan prepared by Charles W.:Kuehn;Architect; received'6n' r1129;2026 on pro peitylob ted at:,1525 North°Sea Drive;Southold,New York,1 l971, SCTM`#1000-0' 00 04t00- 017:000. A complete.copy of this ljie is avallable for,public inspection and copying during,regular business days and hours Mondaythrough Friday,B:00,AM to 4:00'RM. and Is also avaiiable:forMewing on'tF a Town's;websife:wud4v southoldtownnygov Dated:-July 28,2026, BY NOTICE OFTHETOWN BOARID - DENIS.NONCARROW SOUTHOLDTOWN CLERK, CEA- Mavellia - Page 2 of 2 DENIS NONCARROW ��© �� Town Hall,53095 Main Road TOWN CLERK P.O.Box 1179 Southold,New York 11971 REGISTRAR OF VITAL STATISTICS Fax(631)765-6145 MARRIAGE OFFICER ®� Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD August 24, 2026 ER 156 116 648 US Amanda Lefton, Commissioner State of New York Department of Environmental Conservation 625 Broadway Albany, New York 12233 Dear Commissioner Lefton: Transmitted herewith is a copy of the Appeal of Denial of Coastal Erosion Management Permit of Julia Mavellia, 1525 North Sea Drive, Southold,New York 11971, SCTM# 1000-54.- 4-17. It Is being sent for your information in accordance with Southold Town Code, Chapter 111, Section 111-25C. This matter has been assigned to our Town Attorney, Benjamin Johnson. You may contact him at 631-765-1889 for further information. Very truly yours, Denis Noncarrow Southold Town Clerk LEGAL NOTICE NOTICE OF PUBLIC HEARING NOTICE IS HEREBY GIVEN the Town Board of the Town of Southold hereby sets August 25,2026 at 9:00 a.m. in the Southold Town Hall Meeting Room, 53095 Main Road, Southold,New York 11971, as the time and place for a public hearing on the Coastal Erosion Hazard Board of Review Appeal of Julia Mavellia, relating to the as-built in-place reconstruction of the existing 645 sq. ft. raised deck with landward 4' wide stairs to a 4' x 4' 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 on property located at 1525 North Sea Drive, Southold,New York 11971, SCTM#1000-054.00- 04.00-017.000. A complete copy of this file is available for public inspection and copying during regular business days and hours Monday through Friday, 8:00 A.M. to 4:00 P.M. and is also available for viewing on the Town's website: www.southoldtownny.gov Dated: July 28, 2026 BY NOTICE OF THE TOWN BOARD DENIS NONCARROW SOUTHOLD TOWN CLERK STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Denis Noncarrow,Town Clerk of the Town of Southold,New York being duly sworn, says that on the 5th day of August, 2026, a notice of which the annexed printed notice is a true copy was affixed, in a proper and substantial manner, in a most public place in the Town of Southold, Suffolk County,New York,to wit: Town Clerk's Bulletin Board, 53095 Main Road, Southold,New York and the Southold Town website, www.southoldtownny.gov . Public Hearing: CEHA—Julia Mavellia-August 25, 2026 At 9:00 am 9V2,r 4ci,� Denis Noncarrow Southold Town Clerk Sworn before me this 5th day of August 52026. Notary Public LYNDA M. RUDDER Notary public, state of New York No. if ed in Suffolk Qual u County Commission Expires March 8,20 2? DENIS NONCARROW Town Hall,53095 Main Road P.O. TOWN CLERK 5Q(r Box 1179 �q OVA Southold,New York 11971 Fax REGISTRAR OF VITAL (631)765-6145 Telephone(631) STATISTICS MARRIAGE OFFICER 765-1800 RECORDS MANAGEMENT wwwsoutholdtownny.gov 0 OFFICER FREEDOM OF INFORMATION OFFICER ����l7llN ,�` OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO.2026-661 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON JULY 28,2026: RESOLVED that the Town Board of the Town of Southold hereby sets August 25,2026 at 9:00 a.m.in the Southold Town Hall Meeting Room,53095 Main Road,Southold,New York 11971, as the time and place for a public hearing on the Coastal Erosion Hazard Board of Review Appeal of Julia Mavellia,relating to all existing buildings on property located at 1525 North Sea Drive,Southold,New York 11971,SCTM#1000-054.00-04.00-017.000,and directs the Town Clerk to publish notice of such appeal in The Suffolk Times not less than ten(10)days nor more than thirty(30)days prior to such hearing and to notify the applicant by first class mail. Denis Noncarrow Southold Town Clerk RESULT: Adopted MOVER: Justice Stevens SECONDER: Councilman Mealy AYES: Councilman Mealy,Justice Stevens,Councilwoman Doherty, Councilwoman Smith,Councilwoman Suess,Supervisor Krupski,Jr. NAPES: None Noncarrow, Denis To: Johnson, Benjamin;Schlachter,Amy Cc: Sabrina Born (sabrina.born@town.southold.ny.us); Mudd,Jennifer, Rudder, Lynda Subject: Emailing: minutes_20260721065718 Attachments: minutes_20260721065718.pdf Minutes for Trustee meeting as discussed. Your message is ready to be sent with the following file or link attachments: minutes 20260721065718 Note:To protect against computer viruses, e-mail programs may prevent sending or receiving certain types of file attachments. Check your e-mail security settings to determine how attachments are handled. 1 Noncarrow, Denis From: Johnson, Benjamin Sent: Monday,July 20, 2026 4:51 PM RECEIVE-D ] To: Noncarrow, Denis Cc: Schlachter,Amy JUL 2 ? Subject: RE: CEA 20ai Hi Denis, Southold T ovvn C[pr C The applicant must include a copy of the minutes (record) of the meeting for the application to be complete. This would include a copy of the transcript. From: Noncarrow, Denis<denisn@southoldtownny.gov> Sent:Thursday,July 9, 2026 2:22 PM To:Cantrell, Elizabeth <elizabethc@town.southold.ny.us>; Hobson,Thomas<thomash@southoldtownny.gov>; Noncarrow, Denis<denisn@southoldtownny.gov>; Suess,Alexa <alexas@southoldtownny.gov>; Doherty,Jill <jill.doherty@town.southold.ny.us>; Mudd,Jennifer<jennifer.mudd@town.southold.ny.us>;Stevens, Kate <kates@southoldtownny.gov>; Krupski,Al<alk@town.southold.ny.us>; Mealy, Brian <brian.mealy@town.southold.ny.us>; Norklun,Stacey<Stacey.Norklun@town.southold.ny.us>; Born,Sabrina <sabrina.born@town.southold.ny.us>; Smith,Anne<anne.smith@town.southold.ny.us>; Standish, Lauren <Lauren.Standish@town.southold.ny.us>;Tomaszewski, Michelle<michellet@town.southold.ny.us>; Schlachter,Amy <amys@southoldtownny.gov>; Griffin, Kayla <kaylag@southoldtownny.gov>;Johnson, Benjamin <benjaminj@southoldtownny.gov>; McGivney,Julie<juliem@southoldtownny.gov> Subject: FW: CEA Please see Coastal Erosion Appeal submitted to the Clerk's office. Julia Mavellia 1525 North Sea dr Southold Thank you Denis Noncarrow RMC Southold Town Clerk. Town of Southold, New York www.southoldtownny.gov denisn@southoldtownny.gov 631-765-1800 CONFIDENTIALITY NOTICE: This communication with its contents may contain confidential and/or legally privileged information. It is solely for the use of the intended recipient(s). Unauthorized interception, review, use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the intended recipient, please contact the sender and destroy all copies of the communication. 1 Noncarrow, Denis To: Town Board; Cantrell, Elizabeth; Hobson,Thomas (thomash@southoldtownny.gov) Subject: FW: CEA Attachments: Mavellia,Julia.pdf Please see Coastal Erosion Appeal submitted to the Clerk's office. Thank you Denis Noncarrow RMC Southold Town Clerk. Town of Southold, New York www.southoldtownny.gov denisn@southoldtownny.gov 631-765-1800 CONFIDENTIALITY NOTICE: This communication with its contents may contain confidential and/or legally privileged information. It is solely for the use of the intended recipient(s). Unauthorized interception, review, use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the intended recipient, please contact the sender and destroy all copies of the communication. From: Norklun,Stacey Sent:Thursday,July 9, 2026 2:04 PM To: Noncarrow, Denis<denisn@southoldtownny.gov> Subject:CEA 1 TOWN OF SOUTHOLD RECEIVED APPLICATION FOR APPEAL TO THE COASTAL EROSION HAZARD BOARD OF REVIEW JUL 9 w DATE Southold Town Clerk NAME OF APPLICANT: k/A vau A ADDRESS 0Z) Iq d , --A, WIVE , �-TUoff NY DATE OF*DECISION APPEALED FROM �(11 M F "15, 2 216 SPECIFIC CHAPTER/SECTION INVOLVED C HA 'I . 1' I I THE.ALLEGED ERRORS IN THE DETERMINATION ARE: N IL- INTERPRETATION THAT IS CLAIMED TO BE CORRECT: RELIEF SOUGHT: Tc, -i-t i+J l x vq , E g l sT`rl zj k(0 61- l"c�! �2�v►, rj A-r aLAtalb `UeNn,. A50►' WIA 1'�A�+�jAd� �aXl�ii�lz, gF fiAmCC3 bkt &T- *COPY OF THE ENTIRE BOARD OF TRUSTEE FILE INCLUDING ANY RELEVANT MAPS MUST BE ATTACHED TO THIS APPEAL 1 . SIGNAtQRE OF APPLI T Glenn Goldsmith,President F SO(/Ty Town Hall Annex Nicholas Krupski,Vice President ,`O� ��� 54375 Route 25 P.O.Box 1179 Eric Sepenoski J Southold,New York 11971 Liz Gillooly G Telephone(631)765-1892 Joseph Finora �� Fax(631) 765-6641 c4U RECEIVED ECEIV ® B ARD OF TOWN TRUSTEES TOWN OF SOUTHOLD JUL 21 203 JUL 17 29S Minutes SO Ugh®Id Town ciPl Wednesday, June 10, 2026 Southold Town Clerk 5:30 PM Present Were: Glenn Goldsmith, President A. Nicholas Krupski, Trustee Eric Sepenoski, Trustee Liz Gillooly, Trustee Joseph Finora, Trustee Elizabeth Cantrell, Administrative Assistant Lori Hulse, Board Counsel CALL MEETING TO ORDER PLEDGE OF ALLEGIANCE TRUSTEE GOLDSMITH: Good evening, and welcome to our Wednesday, June 10th, 2026 meeting. At this time I would like to call the meeting to order and ask that you please rise for the Pledge of Allegiance. (The Pledge of Allegiance is recited) . TRUSTEE GOLDSMITH: I'll start off by announcing the people on the dais. To my left we have Trustee Krupski, Trustee Sepenoski, Trustee Gillooly and Trustee Finora. To my right we have the attorney to the Trustees, the Honorable Lori Hulse. With us tonight is Administrative Assistant Elizabeth Cantrell and Court Stenographer Wayne Galante. Agendas for tonight are posted out in the hallway on that back table and also on the Town's website. We do have a number of postponements tonight. The postponements in the agenda, on page four: Number 7, CONTINUED FROM 1/14/2026 REVISED SITE PLAN RECEIVED ON 1/6/2026 Stephen Kiely, Esq. On behalf of 1000 SOUNDBEACH DRIVE, LLC requests a Wetland Permit and a Coastal Erosion Permit for the as-built addition of approximately 15 cubic yards of sand within a 2,090sq.ft. Minimally sloped area to level up the lawn with the grade being raised ±2 inches and sod installed on top; as-built installation of two (2) untreated wood tie planters with west planter being 50' long by 3' wide by 10" high and east planter being 32' long by 3' wide by 10" high with an as-built fireplace on beach path side of each planter; Board of Trustees 2 June 10, 2026 remove sod egress to beach and existing retaining walls along path to beach, not to be replaced; the outer sides of the existing path to beach to revegetate naturally while maintaining . a 4' wide access path; for the as-built 14.3'x22.3' detached garage; and landward of the as-built planters establish and perpetually maintain a ±9' wide (approximately 864sq.ft. ) Vegetated-non-turf buffer area by removing sod and planting salt meadow cordgrass (Spartina patens) , and/or other ecologically ropriate native species. Bated: 1000 Sound Beach Drive, Mattituck, SCTM# 1000-99-1-5.1 On page five, Number 8, Jeffrey Patanjo on behalf of CANDICE & 14ITCHELL BURR requests a Wetland Permit to construct 100 -li:near feet of rock revetment along eroded toe of bluff with a maximum 195 tons of stone; along the bluff face provide 100 cubic yards of clean sand fill, untreated timber 2"x12" terrace boards to be placed at 6' on-center and plant area with Cape American beach grass plugs 12" on-center in for limits of disturbed buff face; install proposed 3' tall by 4' wide berm along top of bluff and plant with native long grasses; and install a proposed set of stairs to beach consisting of a 41x4' top platform, 41x6' stairs, 41x4' bottom landing with 41x6' aluminum retractable stairs to beach. Located: 655 Sound View Road, Orient. SCTM# 1000-15-3-8 On page six, Numbers 5 and 6, as follows: Number 5, CONTINUED FROM 4/15/26 REVISED SITE PLANS SUBMITTED 5/15/26 Islandwide Engineering & Land Surveying on behalf of BLUE MARLIN REALTY, LLC requests a Wetland Permit to demolish existing one-story dwelling including all footings and associated appurtenances; construct an irregularly shaped 65.23' x 37 . 91' two-story, single-family dwelling with attached garage, a 51x20.3' covered front porch, an 81x1l' west covered porch with 2'x4' steps; remove existing sanitary system and landward of dwelling install a Septi-Tech STAAR 0.75 I/A sanitary system and 200' of Quick 4 Plus Standard Infiltrators; install gutters to leaders to dwelling along with driveway to a 14.8 linear foot trench drain to catch runoff; install silt fencing around work area until site is stabilized; and to maintain the existing 15' wide non-turf buffer area along the landward edge of the bulkhead. Located: 450 Blue Marlin Drive, Southold. SCTM# 1000-57-1-26 Number 6, Costello Marine Contracting Corp. On behalf of DONN & LINDA COSTANZO requests a Wetland Permit to construct a 4' wide landward staircase up to a 41x50' level catwalk to a 41x30' ramp down to a 41x12' "T" section off seaward end. Located: 365 Island View Lane, Greenport. SCTM# 1000-57-2-28 On page seven, Numbers 7 through 10, as follows: Number 7, CONTINUED FROM 4/15/26 AS PER REVISED SITE PLAN AND PROJECT DESCRIPTION RECEIVED 4/15/2026 Land Use Ecological Services, Inc. On behalf of JAKE DELL requests a Wetland Permit for expansion and renovation of the existing dwelling consisting of constructing an 11.61x17.9' two-story addition; construct a 34.9'x22.4' second-floor addition over the existing first floor and garage with an 11.81x6' insert balcony; construct a Board of Trustees 3 June 10, 2026 19.9'xl2.7' covered porch; construct a 20.81x10. 6' terrace with a 21.7' long by 1.6' high and 10.6' long by 1.6' high L shaped retaining wall; install two 54" long by 32" wide by 21" deep window wells for egress; existing 34.91x10.3' deck, 14.10'x7' steps, 321xl9'-32' (irregular) terrace, 24.21x24 ' (irregular) patio, 14.810' step/walk, 55.11x7' brick walk, existing planters, driveway and A/C units will remain unchanged; install an I/A OWTS sanitary system with excavated soils to be reused for installation and grading. Located: 9975 Nassau Point Rd. , Cutchogue. SCTM# 1000-119-1-10.1 Number 8, CONTINUED FROM 3/18/26 AS PER REVISED PLANS AND PROJECT DESCRIPTION RECEIVED 3/13/26 Cole Environmental Consulting on behalf of 1460 THE STRAND, LLC requests a Wetland Permit to construct a 171x36' in-ground pool with a 610sq.ft. On-grade seaward patio; 160 cubic yards of fill to be excavated for the pool and regraded in the area of seaward patio and east side yard towards a proposed ±41.2' long, 24" max. Height above grade retaining wall installed 2' from east property line; construct a 660sq.ft. Deck between dwelling and pool; existing lower deck off dwelling to be removed and replaced with a 9' wide deck; existing 10' wide upper balcony to be reduced to 6.11' in width; install pool enclosure fencing with gates, a pool drywell, and pool equipment area; and to establish and perpetually maintain a 15' wide non-turf buffer planted with native, non-fertilizer dependent vegetation, and a planted buffer (privacy screening) between retaining wall and pool fence. L. Located: 1460 The Strand, East Marion. SCTM# 1000-30-2-66 Number 9, CONTINUED FROM 2/11/26 Costello Marine Contracting Corp. on behalf of 500 BROADWATERS, LLC requests a Wetland Permit to place up to 50 cubic yards of clean loam/topsoil fill to level yard with the installation of two upland stone retaining walls consisting of a 2' high by 50' long seaward retaining wall with steps to ground, a 2' high by 60' long landward retaining wall with steps down, and a 10' east return connecting the two walls; remove one cedar tree located in between proposed retaining walls; and reseed all fill and seed disturbed areas with native lawn grass. Located: 500 Broadwaters Road, Cutchogue. SCTM# 1000-104-10-5 Number 10, REVISED LANDSCAPING PLANS & WRITTEN PROJECT DESCRIPTION RECEIVED 1/21/26 Patricia Moore, Esq. On behalf of 622 CHURCH LANE, LLC requests a Wetland Permit for alterations to the existing 1-1,i story 667sq.ft. Cottage and to construct an addition consisting of a proposed 1,741sq.ft. Split-level ground floor opening to a 1,733sq.ft. Patio/raised terrace that includes a 201x30' pool; construct internal and external stairs that lead to the 3,762sq.ft. Second floor/main floor that includes a 700sq.ft. Garage, a balcony, a deck, front entry with planters, and is built around a 721sq.ft. Open-air courtyard; install various on-grade stone paver walkways and patios; install 210sq.ft. Entry walkways and a 155sq.ft. Cottage terrace; install an I/A sanitary system in the front yard; install a new driveway; install 209sq.ft. Of driveway and Board of Trustees 4 June 10, 2026 planter/sanitary retaining walls; driveway and planter/sanitary walls to be screened; install a stormwater drainage system; the existing dwelling on northwest area of parcel to be converted to storage use only; proposed grading (cut & fill) in a 1, 750sq.ft. Area; 445 cy of retaining and sanitary wall fill, general regrading fill, and interior courtyard fill; remove 87.4sq.ft. Block shed and 51.8sq.ft. Frame shed; limit of clearing and ground disturbance to end landward of wooded 20% slopes on south and southeast portions of parcel except for 4' wide path to boathouse; revegetation with trees, shrubs, grasses, perennials and lawn area. Located: 1625 Naugles Drive, Mattituck. SCTM# 1000-99-4-18 On page eight, Numbers 11 through 13, as follows: Number 11, CONTINUED FROM 1/14/26 Joan Chambers on behalf of ROLANDO & MICHELLE ADAMOVICZ requests a Wetland Permit for the existing 1, 358sq.ft. One-story dwelling; remove existing concrete stoop and bilco doors; construct a 212sq.ft. Two-story addition, a 1, 639sq.ft. Second floor addition, an 875sq.ft. Covered porch, a 109sq.ft. Deck with a 112sq.ft. Covered balcony above and a 196sq.ft. Deck with a 96sq.ft. Balcony above; abandon existing septic system and install an I/A OWTS sanitary system landward of dwelling; and install a stormwater drainage system. Located: 1520 Bay Avenue, East Marion. SCTM# 1000-31-8-12.2 Number 12, CONTINUED FROM 11/12/25 & 1/14/26 Islandwide Engineering & Land Surveying on behalf of CHULA VISTA HOME, LLC requests a Wetland Permit to construct a proposed 3,325sq.ft. Total square footage two-story, single-family dwelling with a 32sq.ft. Front covered porch and attached garage, a 21.81x18' covered lanai, a 12'x15.7' covered on-grade patio, install a 285' long by 4' high (maximum height) concrete retaining wall along the seaward side and side yards of the property with 61x4' seaward steps down; plant 3' high native plantings along the retaining wall; install an I/A type sanitary system landward of dwelling; install a stormwater drainage system; install a/c units with a 5' high privacy wall; install underground electric and water service; install a gravel driveway; approximately 200 cubic yards of clean fill to be added surrounding the proposed dwelling to raise the grade; install silt fencing prior to and during construction; and to establish and perpetually maintain a 50-foot wide Non-Disturbance Buffer area along the landward edge of wetlands, and the area between the retaining wall and buffer to return to its natural state of vegetation. Located: 500 Lakeside Drive, Southold. SCTM# 1000-90-3-4 Number 13, CONTINUED FROM 11/12/25 Sam Fitzgerald, Architect on behalf of TRAVIS & SOFIA GARCELON requests a Wetland Permit to construct a two-story dwelling (251x45' footprint) on top of concrete piers to support the house, and in between the concrete piers are non-structural breakaway panels, construct a 101x45' seaward deck, install a/c units and a generator; install an I/A OWTS sanitary system landward of dwelling; install underground electric and water services; and to install a stormwater drainage system. Board of Trustees 5 June 10, 2026 Located: End of The Gloaming Extension, Fishers Island. SCTM# 1000-10-9-13 , On page nine, Numbers 14 through 17, as follows: Number 14, CONTINUED FROM 10/15/25 & 11/12/25 AS PER REVISED SITE PLANS & PROJECT DESCRIPTION RECEIVED 10/30/2025 Costello Marine Contracting Corp. On behalf of 500 BROADWATERS, LLC requests a Wetland Permit to construct a 41x30' landward ramp leading up to a 41x30' catwalk to a 4 'x30' ramp down onto a 4'x57' dock (4'x147' total) using open grade decking; install a 31x14' aluminum ramp at seaward end of dock leading onto a 61x20' floating.-dock situated in an "L" configuration and secured with two (2) pile dolphins. Located: 500 Broadwaters Road, Cutchogue. SCTM# 1000-104-10-5 Number 15, AS PER REVISED PROJECT DESCRIPTION RECEIVED 8/13/2025 South Fork Environmental Consulting, LLC on behalf of 106 MULBERRY CORP. , c/o STUART MOY requests a Wetland Permit to construct a two-story, single-family dwelling (25'x42'4", ±1,058.25sq.ft. ) With attached 7.3'x48.2' (351.86sq.ft) deck on south side of dwelling; install a 251x6' (±150sq.ft. ) Stone driveway, a 121x20' parking area on west side of proposed dwelling, and an 11'x20' parking area on north side of proposed dwelling; install a new innovative, alternative nitrogen reducing water treatment system (IA/OWTS) ; install sanitary retaining wall at an overall length of 99.5' and a width of 8.0" across the top of the wall. Located: 750 West Lake Drive, Southold. SCTM# 1000-90-2-1 Number 16, CONTINUED FROM 6/11/25 Costello Marine Contracting Corp. On behalf of MICHAEL J. & ALEXANDRIA PRISCO requests, a Wetland Permit to remove and dispose of the existing 61x44' catwalk; construct in-place a new landward. 4' wide staircase up to a 41x5' platform elevated 4.5' above grade leading to a raised 41x50' ramp leading down to a 41x30' catwalk; reuse existing 31x16' ramp and 61x20' floating dock situated in an "L" configuration; remove existing pilings and install two (2) new anchor pilings; and the existing landward wood walkway to dock to be removed and replaced with a mulch walkway. Located: 905 Westview Drive, Mattituck. SCTM# 1000-139-1-17 Number 17, CONTINUED FROM 7/16/25 L.K. McLean Associates on behalf of AWC DOCKSIDE, LLC requests a Wetland Permit for Marina improvements consisting of the as-built 61x98' , 6'x218' and 61x12.10' (±1, 988sq.ft. ) Sections of CCA decking along top of existing southerly bulkhead section; within a 10' wide area in front of existing bulkhead section incidentally dredge ±140 cubic yards over ±1, 600ssq.ft. Area to a max. Depth of 6' below Mean Low Water (EL. -8.86) to reclaim soil lost from behind existing deteriorated bulkhead; excavate ±2, 015 cubic yards of material over an area of 4,030sq.ft. Between existing and proposed bulkheading to elevation -8 .86 max (6' below Mean Low Water) with unsuitable material to be removed from site; remove ±160 linear feet of existing bulkhead and install new ±161 linear feet of vinyl bulkhead varying ±15' to ±32' landward of existing bulkhead location and ±1.8' higher than existing Board of Trustees 6 June 10, 2026 bulkhead; install a 22.3' north vinyl return and a 14 ' south vinyl return; construct a 26' long vinyl slotted breakwater off north end of bulkhead; create nine (9) 151x35' slips by installing 10 new mooring piles and 10 new guide piles; install a 41x40' gangway, one (1) 8'x53' and one (1) 61x102' floating dock parallel to new bulkhead and install five (5) 4'x30' floating finger docks off of 6' and 8' wide floating docks; spread dredge spoil and raise grade in area landward of new and portion of existing bulkhead approximately 4" higher (±140 cubic yards over an area of 12,200sq.ft. ) ; in an area around existing concrete slab, spread excess fill taken from area landward of bulkhead and raise grade approximately 18" (±230 cubic yards over an area of 4, 140sq.ft. ) ; a proposed pump-out truck with 1,000gal. Capacity with potable water washout; and with the use of a turbidity curtain during construction. Located: 5505 West Mill Road, Mattituck. SCTM# 1000-106-6-1 And on page ten: Number 18, CONTINUED FROM 3/19/25 AS PER REVISED SITE PLAN & WRITTEN DESCRIPTION RECEIVED 12/23/2024 Twin Forks Permits on behalf of THE WILLIAM E. GOYDAN REVOCABLE INTER VIVOS TRUST, c/o WILLIAM E. GOYDAN, TRUSTEE & THE KAREN B. GOYDAN REVOCABLE INTER VIVOS TRUST, c/o KAREN B. GOYDAN, TRUSTEE requests a Wetland Permit to demolish the existing two-story dwelling, detached garage and other surfaces on the property; construct a new 3,287sq.ft. Footprint (5,802sq.ft. Gross floor area) two-story, single-family dwelling with an 865sq.ft. Seaward covered patio, 167sq.ft. Side covered porch, and 149sq.ft. Front covered porch; construct a proposed 161x36' swimming pool with 81x8' spa tub; a 1,357sq.ft. Pool patio surround with steps to ground, pool enclosure fencing, pool equipment area, and a drywell for pool backwash; construct a 752sq.ft. Two-story detached garage, gravel driveway and parking areas; install an I/A septic system; remove 23 trees and plant 25 trees on the property; and to establish and perpetually maintain a 25 foot wide vegetated non-turf, no fertilization buffer area along the landward side of the wetland vegetation. Located: 1645 Marratooka Road, Mattituck. SCTM# 1000-123-3-2.1 All of those are postponed and will not be heard this evening. In the Town Code Chapter 275-8 (c) , files were officially closed seven days ago. Submission of any of paperwork after that date may result in a delay of the processing of the applications. I. NEXT FIELD INSPECTION: TRUSTEE GOLDSMITH: At this time I'll make a motion to hold our next field inspection Wednesday, July 8th, 2026 at 8:OOAM. TRUSTEE KRUPSKI: Second. TRUSTEE GOLDSMITH: All in favor? (ALL AYES) . ' 1 . Board of Trustees 7 June 10, 2026 II. NEXT TRUSTEE MEETING: TRUSTEE GOLDSMITH: I make a motion to hold our next Trustee meeting Wednesday, July 15th, 2026 at 5:302M in the Peconic Community Center Auditorium. TRUSTEE SEPENOSKI: Second. TRUSTEE GOLDSMITH: All in favor? (ALL AYES) . III. WORK SESSIONS: TRUSTEE GOLDSMITH: I'll make a motion to hold our next work sessions Monday, July 13th, 2026 at 5:OOPM at the Town Hall Annex 2nd Floor Executive Board Room, and bn Wednesday, July 15th, 2026 at 5:OOPM in the Peconic Community Center auditorium. TRUSTEE SEPENOSKI: Second. TRUSTEE GOLDSMITH: All in favor? (ALL AYES) . IV. MINUTES: TRUSTEE GOLDSMITH: Under Roman numeral IV, Minutes. I'll make a motion to approve the Minutes of the May 13th, 2026 Trustee meeting. TRUSTEE GILLOOLY: Second. TRUSTEE GOLDSMITH: All in favor? (ALL AYES) . V. MONTHLY REPORT: TRUSTEE GOLDSMITH: The Trustees monthly report for May 2026. A check for $22,200.00 was forwarded to the Supervisor's Office for the General Fund. VI. PUBLIC NOTICES: TRUSTEE GOLDSMITH: Roman numeral VI, Public Notices. Public notices are posted on the Town Clerk's Bulletin Board for review. VII. STATE ENVIRONMENTAL QUALITY REVIEWS: TRUSTEE GOLDSMITH: Under Roman numeral VII, State Environmental Quality Reviews, RESOLVED that the Board of Trustees of the Town of Southold hereby finds that the following applications more fully described in Section X Public Hearings Section 'of the Trustee agenda dated Wednesday, June 10, 2026 are classified as Type II Actions pursuant to SEQRA Rules and Regulations, and are not subject to further review under SEQRA, as written: FI Steps, LLC, c/o Luke Boswell SCTM# 1000-11-1-12 Julia Mavellia SCTM# 1000-54-4-17 Kevin & Karen Mannix SCTM# 1000-40-1-12 Board of Trustees 8 June 10, 2026 ANVK NY Holdings, LLC SCTM# 1000-78-5-7 Shawn McBurnie & Devon Annabel SCTM# 1000-111-14-3 Donn & Linda Costanzo SCTM# 1000-57-2-28 Nina Alice Brondmo SCTM# 1000-31-12-1 John & Wendy Colbert SCTM# 1000-55-7-7 TRUSTEE GOLDSMITH: That is my motion. TRUSTEE KRUPSKI: Second. TRUSTEE GOLDSMITH: All in favor? (ALL AYES) . VIII. RESOLUTIONS - ADMINISTRATIVE PERMITS: TRUSTEE GOLDSMITH: Under Roman numeral VIII, Resolutions and Administrative Permits, I'll make a motion to approve Number 1, MARGARET HEIDENRY requests an Administrative Permit to remove debris from dwelling destroyed by fire. Located: 65490 Route 25, Breezy Shores Cottage #29, Greenport. SCTM# 1000-53-5-12. 6 TRUSTEE SEPENOSKI: Second. TRUSTEE GOLDSMITH: All in favor? (ALL AYES) . IX. APPLICATIONS FOR EXTENSIONS/TRANSFERS/ADMINISTRATIVE AMENDMENTS: TRUSTEE GOLDSMITH: Under Roman numeral IX, Application for Extensions, Transfers and Administrative Amendments, in order to simplify our meeting, the Board of Trustees regularly groups together items that are minor or similar in nature. Accordingly I'll make a motion to approve as a group Items One, Two, Four, Five and Six, as follows: Number 1, JACLYN TORTORA & FINNBARR MURPHY request a Transfer of Administrative Permit #9959A from Steven Israel & Cara Longworth to Jaclyn Tortora & Finnbarr Murphy, as issued August 18, 2021. Located: 1100 Beachwood Lane, Southold. SCTM# 1000-70-10-60 Number 2, STEPHEN & LAURA BAYMACK request a Transfer of Administrative Permit #10162A from Andrew Pettersen & Randy Statham to Stephen Baymack & Laura Baymack, as' issued June 15, 2022 and Amended April 16, 2025. Located: 5805 Main Bayview Road, Southold. SCTM# 1000-78-775.5 Number 4, Sol Searcher Consulting on behalf of ROBERTA F. JAKLEVIC requests an Administrative Amendment to Wetland Permit #10606 to construct a low sill bulkhead in place, instead of previously approved full-size bulkhead; deposit reclamation dredging fill behind bulkhead and plant with Spartina. Located: 900 Old Harbor Road, New Suffolk. SCTM# 1000-117-5-21.2 Number 5, EVAN & ELIZABETH MINOGUE request an Administrative Amendment to Wetland Permit #10634 for the as-built 25.81xl9' grade-level paver patio in lieu of a 418sq.ft. Grade-level paver patio. . Located: 5650 (aka 5550) New Suffolk Avenue, Mattituck. Board of Trustees 9 June 10, 2026 SCTM# 1000-115-10-6 Number 6, TOWN CREEK REAL ESTATE INC. Requests an Administrative Amendment to Wetland Permit #10299 to establish and perpetually maintain a 50' wide non-disturbance buffer landward of the wetland line with a fence, and a non-turf buffer between fence and dwelling, in lieu of previously conditioned split rail fence. Located:' 480 Ackerly Pond Road, Southold. SCTM# 1000-69-3-13 TRUSTEE SEPENOSKI: Second. TRUSTEE GOLDSMITH: All in favor? (ALL AYES) . TRUSTEE GOLDSMITH: Number 3, THOMAS & MARY DEIERLEIN request a Transfer of Wetland Permit #983 from Thomas S. Blankley to Thomas & Mary Deierlein, as issued August 6, 1973. Located: 2515 Calves Neck Road, Southold. SCTM# 1000-70-4-45.5 Trustee Gillooly conducted a field inspection June 9th, noting the dock.is no longer functional, so the permit cannot be transferred. New application needed for dock. I'll make a motion to deny this application since the dock is non-functional. TRUSTEE GILLOOLY: Second. TRUSTEE GOLDSMITH: All in favor? (ALL AYES) . X. PUBLIC HEARINGS: TRUSTEE GOLDSMITH: Under Roman numeral X, Public Hearings, at this time I'll make a motion to go off our regular meeting agenda and enter into public hearings. TRUSTEE KRUPSKI: Second. TRUSTEE GOLDSMITH: All in favor? (ALL AYES) . TRUSTEE GOLDSMITH: This is a public hearing in the matter of the following applications for permits under Chapter 275-11 of the Southold Town Code. I have an affidavit of publication from the Suffolk Times. Pertinent correspondence may be read prior to asking for comments from the public. Please keep your comments organized and brief, five minutes or less if possible. WETLAND & COASTAL EROSION PERMITS: TRUSTEE KRUPSKI: Number 1, JMO Environmental Consulting on behalf of FI STEPS, LLC, c/o LUKE BOSWELL requests a Wetland Permit and a Coastal Erosion Permit to construct approximately 210 foot long armor layer rip-rap revetment; excavate a small area along the toe of the bluff to install filter fabric; install a stone filter layer consisting of 4" to 6" crushed stone and boulder (5-7 ton rock) slope (2:1) , and install a vegetated slope above elevation 20' to top of existing slope and hydro-seed with native steep slope mix. Located: 1299 Old Mallory Rd, Fishers Island STCM# 1000-11-1-12. Chief Building Inspector Mike Verity inspected this property, on the 12th of May, noted that it looked okay as Board of Trustees 10 June 10, 2026 submitted. That the dwelling was only 15 feet to the top of the steep bluff, the closest point. The Trustees reviewed this application at work session on the 8th of June, noted that a top-of-bluff buffer should be installed to prevent landward-side erosion. The LWRP found this to be consistent. Is there anyone here that wishes to speak regarding this application? MR. JUST: Good evening, Glen Just here for the applicant, if there are any questions from the Board or the public. TRUSTEE KRUPSKI: I think just addressing the comments that the house is extremely close, we are trying to avoid, obviously you are trying to prevent seaward side erosion of the bluff. We are trying to add that landward side, erosion isn't taking place there either. MR. JUST: The house was moved back in 2011 or '12, if my memory is correct. Then in 2015 or 116, we did get approvals to do this parcel and the parcel to the west, the John McGillan (sic) parcel. It was a much more large project, for lack of a better term. It's scaled back a little bit now. And it's been discussion with the adjacent property owners, the engineers laid it out, there should not be any impact on any adjacent properties with erosion or runoff. So that's where we sit. TRUSTEE KRUPSKI: Thank you. Is there anyone else who wishes to speak regarding this application? (No response) . Hearing no additional comments, I'll make a motion to close the hearing. TRUSTEE SEPENOSKI: Second. TRUSTEE GOLDSMITH: All in favor? (ALL AYES) . TRUSTEE KRUPSKI: I make a motion to approve both the wetland and coastal erosion permit for this application, with new plans depicting a ten-foot vegetated non-turf buffer landward of the top of bluff. TRUSTEE GOLDSMITH: Second. All in favor? (ALL AYES) . MR. JUST: Thank you, very much. Have a great evening. TRUSTEE SEPENOSKI: Number 2, 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 41x4' 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. The Board visited the property on 6/3/26. During our field inspection we noted that we reviewed the previous permits, concrete will need to be removed, buffer review needed. Two letters from neighbors in the area have noted Ms. Mavellia's commitment to stewarding the property and keeping the house size within reason. And are in support of the project. The LWRP coordinator found the project inconsistent, and Board of Trustees 11 June 10, 2026 the sticking point really is the walkway out, the wood walkway out to the dune, and the concrete pad under the deck, together, which run in contrast to Policy 6, protect and restore the quality and the function of the Town of Southold resources. Again, is there anyone here wishing to speak regarding this Application? MR. MAVELLIA: I do. Good evening, Trustees, I thank you for your time and consideration for this application. My name is Dominic Mavellia. I'm here tonight for, on behalf of the applicant Julia Mavellia, who is my mother. She is here right behind me, in her beautiful wheelchair, and also my sister Denise Streppe (sic) . Does anybody need an extra copy of the plans? I have extra copies here? TRUSTEE SEPENOSKI: We have an extra copy here. MR. MAVELLIA: Okay, fine. I do believe it's nice to give a very brief background history of the family. My dad passed away many years ago from prostate cancer. I was 18, mom was 43. And mom is a young 89 now, and we work together in a small real estate company. Subsequently my sister joined, after working with Estee Lauder. So we all work together. So mom is dear to my heart and I wanted to rebuild this deck for her in her precious years. So the application tonight to replacing an existing deck, the deck was in dire straights, and needed to be replaced, for obviously safety reasons. It was rotting. And I generally did not believe that I needed a permit to replace something that was existing. So my intentions were not nefarious. I, just like back west, I do have some experience building. Normally you don't need a permit to replace something that is existing. So needless to say I was somewhat upset that I was hit with a stop-work order, a summons, and when I had to apply for the application I got hit with a double fee from $2, 500 to $5,000. And I would just say this to the Board. Um, knowing the circumstances, that I do believe that the Trustees in their codes, they ought to have leeway in terms of taking into consideration each application. Like if there was no deck there at all, ever, or if it was a new house, I could see somebody trying to get away with that. But since there was an existing structure there, my circumstances were very different. I didn't try to do anything deliberately wrong. I was just merely trying to work very quickly so my mom could appreciate the summer with this new deck. So I would just say that, that it's just a little bit upsetting that I went through that. Again, my intentions were not nefarious, I didn't do anything, you know, deliberate. I just wanted safety because it was severely rotting and I wanted to do this for her. In terms of the deck, and I guess you'd say the point of contention, the concrete was just there so that mom could get from the garage to the stairs with her wheelchair, and I didn't disturb any vegetation. There's no dunes over there. It's right near the house, that concrete. And as far as, you know, the Board of Trustees 12 June 10, 2026 walkway, that was there existing, the wood walkway that is there, again, not disturbing any of the vegetation, it was there for many, many years when we bought the home. And I just replaced boards in terms of that walkway, and repainted it. So if you have any questions in reference to the architectural plans that I did for this. TRUSTEE SEPENOSKI: I understand that the process took you by surprise and it's not common for townships in western Long Island to have a Board of Trustees. They are very unique to the east end townships. The reason is that here there is a sensitive habitat and protective features, that ultimately protect property. So that's the reason we exist and you are before us now to bring that structure, you know, legalize it. The reason that the stop-work order was issued is because the deck didn't, it did need a permit to be rebuilt. You can do routine maintenance over the life of the deck and fix as needed, but since it was in such a bad state of repair, it required reviewing it. Just to bring clarity to why that happened. MS. HULSE: Did it have a building permit? MR. MAVELLIA: Excuse me? MS. HULSE: Did it have a building permit? MR. MAVELLIA: So, when we bought the -- the original deck? Are you making reference to, the building permit for the original deck? So we bought the home back in 2006, and we bought it cash. I didn't realize there was no CO for the deck. So. MS. HULSE: So that's the problem. You obviously can't do repairs on something that is not permitted to begin with. So you should have gotten a building permit for the deck initially, and then you should have gotten a Trustee permit because of the Trustee wetland and coastal erosion. . So your initial comment, which the Trustees should have discretion, with respect to the as-built fee, is sort of like, I don't want to say outrageous for you to comment on, but you never had a permit for any of this. MR. MAVELLIA: I didn't build it. I was not the original builder. MS. HULSE: But that's why you have, typically have a survey done, and you have a title search, and you'have an attorney representing you, so that they can bring up the point that you are not, you don't have permits or CO's for certain structures. So unfortunately because of the way you went about purchasing it, you didn't have that, but it's obviously your obligation to know that. And if you were to do any work on it, you could have simply made a phone call and you would have learned that you didn't have a permit for. So, here we are now, which is good -- MR. MAVELLIA: Yes, but with all due respect, sorry to interject, this deck was built 40 some-odd years ago. And I don't even know if it was required to have a permit back then. Obviously a CO for the home to be built, but, you know, I didn't see anything in the papers. MS. HULSE: Right, but you can appreciate that it' s not the Board of Trustees 13 June 10, 2026 staff's problem if you come in and are upset that you don't have a permit and you have to pay fees, it's obviously not the employees or the staff of the Trustees office fault. It's they are just telling you the way it is. MR. MAVELLIA: Right. MS. HULSE: I mean, it's codified. We don't have discretion on that. It is the way it is. So it's just making a point that obviously now here we are and you fall under a couple of jurisdictions, which is coastal erosion and wetlands. So that's why you are here, and that's why -- MR. MAVELLIA: Right. And I was saying that, Ms. Hulse, I was saying that only that to say that I didn't mean to do anything nefarious or deliberate. It was not deliberate. It was just maybe somewhat naive that I thought that I could replace something that was there. And it would have been nice if I got a warning from the Trustees to stay hey, come on in, you need a permit for this. I would have done it the next day. I didn't realize I needed' a permit for it. So I just wanted to express that. But that's where we are at right now. MS. HULSE: All right. Okay. TRUSTEE SEPENOSKI: Any other questions from the Board or any comments from members of the public? (No response) . TRUSTEE KRUPSKI: I did notice that there is some new concrete walkway installed there. So any activity taken on the property that is in jurisdiction, you have to apply for. MR. MAVELLIA: Right. Again, the reason I did that was to get mom from the garage, to the garage and then to the front and back walkway, so she can roll around the concrete. That's the reason why. And I understand that I needed a permit for that is what you are saying, as well. TRUSTEE KRUPSKI: That's right. MR. MAVELLIA: Okay. So what would be the next process after tonight, if you can elaborate on that, if you don't mind? TRUSTEE SEPENOSKI: Sure. Happy to. I feel comfortable in moving forward with this tonight. Moving on it. But I wanted to make you aware that because the deck exceeds the allowable square footage under Chapter 111, the Coastal Erosion Hazard Area laws, you would take this to the Town Board and have them review it, and go over it. MR. MAVELLIA: Okay. TRUSTEE SEPENOSKI: So it's strictly -- if it were denied, it would go to the Town Board and they would vote on it. As a course of appeal. MR. MAVELLIA: So there would be a hearing in front of the Town? Only if it's denied? Or what if it's approved. TRUSTEE SEPENOSKI: Then you go home tonight, no more steps. TRUSTEE GILLOOLY: However this Board is not able to approve an application that exceeds maximum allowable areas, so if it receives a denial, it could be for that reason. MR. MAVELLIA: I understand that. Okay. Got it. Thank you. TRUSTEE SEPENOSKI: Are there any other comments or questions Board of Trustees 17 June 10, 2026 we are waiting to hear back from the DEC. TRUSTEE FINORA: I just want to note that we are speaking specifically, I'm looking specifically at the design for only this particular address. We are going to do subsequent discussions for the parcels individually. MR. PATANJO: Understood. Right. TRUSTEE FINORA: Are there any comments from the Board regarding this particular parcel? TRUSTEE GILLOOLY: The only thing I would say is that, as we mentioned in the last hearing, we would have preferred the option to meet with you onsite and do a joint review together. But since that did not happen, we did review the notes that we received -- thank you, for sending them -- May 15th, from the DEC. So I think our decision tonight would be reflective, hopefully, of understanding where those conditions are. MR. PATANJO: Right. And, you know, each property does work hand in hand with the adjacent properties. So the treatments on this one do get reflected on all of the other two properties. TRUSTEE FINORA: Is there anyone here also wishing to speak on behalf of this application? (No response) . Okay, comments from the Board? (No response) . If not, I make a motion to close this hearing. TRUSTEE KRUPSKI: Second. TRUSTEE GOLDSMITH: All in favor? (ALL AYES) . TRUSTEE FINORA: I make a motion to approve this plan with the addition of a vegetated non-turf buffer for the entirety of the parcel. TRUSTEE KRUPSKI: Second. TRUSTEE GOLDSMITH: All in favor? (ALL AYES) . TRUSTEE GOLDSMITH: Number 5, CONTINUED FROM 5/13/26 AS PER REVISED PROJECT DESCRIPTION AND SITE PLAN RECEIVED 6/5/2026 Jeffrey Patanjo on behalf of STEPHANIE & IOANNIS LAGOUDIS requests a Wetland Permit and a Coastal Erosion Permit to install 129 linear feet of stone rip-rap placed immediately seaward of existing shed foundation, as-built 4' high by 28 linear foot long concrete retaining wall (to remain) and eroded bank; install 41x6' steps to beach; install a vegetated berm along disruption limits, install 19 linear feet of un-treated timber terracing, and provide native grasses between proposed revetment and berm. Located: 22455 Soundview Avenue, Southold. SCTM# 1000-135-1-24.1 The Trustees most recently did an inspection June 8th, 2026. Notes at the time, the project was not staked, reviewed the new plans at work session. The LWRP found this project to be inconsistent. The inconsistency is in regard to Policy 6.3, Protect and Restore Tidal and Freshwater Wetlands. The proposed action includes installation of a stone rip Board of Trustees 18 June 10, 2026 rap revetment seaward of the wetland boundary, which does not meet the definition of the revetment, and therefore is not a permitted activity. We did receive new plans stamped received June 5th, 2026. The new plans show that the proposed rock revetment is landward of mean high water, as saw per the earlier one. We did go out and see the new stakes that were put at the toe of bluff. Is there anyone here wishing to speak regarding this application? MR. PATANJO: Jeff Patanjo, on behalf of the applicant, and the same comments apply to this application as the previous one. Comments from the DEC were addressed. A vegetated berm was planted to stop any runoff from the street side of things, and we placed the revetment for the purpose of stopping the erosion and scour of the toe of the bluff and continual erosion. TRUSTEE GOLDSMITH: So, question on the proposed four-foot wide and six-foot long steps to beach that seem to have a rock in it, on it, through it. What does that propose to be right there? MR. PATANJO: We could amend that to be a small platform there, or just position the rocks to keep them at a lower elevation at that area. I left that up to a field decision for the contractor and the owner, to allow for some steps. They may choose actually to do it out of natural stone instead of timber steps, to make it a more stable environment. Are you okay with -- we could modify the drawings to make it out of natural stone steps, but that's on our next application. TRUSTEE GOLDSMITH: And while you are potentially modifying the drawing, we would prefer not to see such a sharp 90-degree angle there on the eastern side of the project, the five stairs, potentially put a rock or two in front of where those stairs are to soften that angle return. That might be more appropriate. MR. PATANJO: Excellent idea and observation, and something that we would much prefer to do. We were trying to limit the amount of projection out into the water, out into the seaward side of things. But we can absolutely modify the plans to do say a 40 -- a cutoff transfer there, with stones as a step instead of a timber structure. TRUSTEE KRUPSKI: I wouldn't do a full 45 from the edge of the house across, but just something so that you don't have a hard angle going down there. MR. PATANJO: Sure. That sharp corner is going to be a major splash zone, as you know. TRUSTEE GOLDSMITH: Yes, so basically something just seaward of where those projected steps are, somewhere around where you have that third boulder to the east. So something softening that angle there. MR. PATANJO: Understood. We'll make the plan modifications. TRUSTEE GOLDSMITH: Is there anyone else here wishing to speak regarding this application? (No response) . Any questions or comments from the Board? (No response) . Hearing none, I make a motion to close this hearing. Board of Trustees 19 June 10, 2026 TRUSTEE KRUPSKI: Second. TRUSTEE GOLDSMITH: All in favor? (ALL AYES) . I make a motion to approve this application with the condition of new plans showing a softened return on the eastern side with boulders, that the entirety of the property be a vegetated non-turf, and a condition that the shed and deck are not to be rebuilt if destroyed by storm damage, and that the rock revetment is landward of mean high water, which will bring it into consistency with the LWRP. TRUSTEE KRUPSKI: Second. TRUSTEE GOLDSMITH: All in favor? (ALL AYES) . TRUSTEE KRUPSKI: Number 6, CONTINUED FROM 5/13/26 AS PER REVISED PROJECT DESCRIPTION AND SITE PLAN RECEIVED 6/5/2026 Jeffrey Patanjo on behalf of STEPHANIE & IOANNIS LAGOUDIS requests a Wetland Permit and a Coastal Erosion Permit to remove existing concrete bulkhead and replace with 86 linear foot vinyl bulkhead in same location as existing and a raised height of 12" above existing bulkhead height; install 65 linear feet of rock revetment against seaward face of new bulkhead; remove and replace 141x50' seaward deck with new un-treated timber deck landward of new bulkhead; and remove existing northeast steps off deck, not to be replaced. Located: 22615 Soundview Avenue, Southold SCTM# 1000-135.-1-25.1 The Trustees originally inspected this property the 6th of May. Noted that there were concerns with final bulkhead in proximity to Sound. (Indiscernible) will puncture, as they did to the property next door. Patios and decks should be pulled back from the roof. Do not recommend hardened surface to rear yard. Rear deck creates major storm hazard. Pull rock revetment pulled back past mean high water is likely best option. Need to work with DEC on solutions. Pipes draining on to beach to be removed. No hard walkways on side of the house. Full wall in line with neighboring property to east, and install revetment. At work session, the most recent on the 8th of June, the most recent set of plans were reviewed. The LWRP found this to be inconsistent. Noted that proposed action includes installation of stone rip rap revetment seaward of wetland boundary, which does not meet the definition of revetment below, and therefore is not a permitted activity. In addition to this, the proposed plan calls for replacement of existing concrete seawall, which does not appear has been legally installed and therefore should not be replaced with new structure. Is there anyone here that wishes to speak regarding this application? MR. PATANJO: Jeff Patanjo, on behalf of the applicant. This, as mentioned in the past public hearing and as shown on the submissions, this is an existing patio, existing concrete retaining wall and existing deck with the cantilevered upper Board of Trustees 20 June 10, 2026 level above it. The intention here is that just keep what is there, which was there for 50 to 60 years, is what I have heard. TRUSTEE GILLOOLY: I would call it existing non-functioning at this point. MR. PATANJO: Existing damage due to storms. TRUSTEE GILLOOLY: It's unsafe to be on a deck that is not functioning at this time. MR. PATANJO: Right, right. So the intent is to rebuild what is there and what was damaged due to storms. The applicant does not want to remove this deck. It's an important piece to this property and an important part of this, the residence and the use of the house as it was intended to be used. I heard the majority of the comments, and I think a lot of the comments were alluding to the fact that the Trustees don't like the fact that the deck, the patio is there. Is there any other feedback from the Trustees regarding -- TRUSTEE KRUPSKI: So, let me just address that. Not that we don't like that it's there. It's that we have been doing this for a long time, and we know what works. And having visited this property multiple times, both with the homeowner and view the neighboring properties. In addition to looking at your proposal, which shows mean high water landward of this, you know, current deck line, it, as proposed, it will not last, and that creates a hazard to the adjacent shoreline, to the township, to the utilities, with the roads behind it, in a storm. We've been doing this a long time, understanding what works, tying in with the neighbor. You don't have that option next door as the current homeowner is also the neighbor, and it's already cut way back in. So we are doing the best we 'can there to tie in. You have a very straightforward tie in next door to the east. On top of that, under Chapter 111, that deck, both stories, don't conform. So it's a non-approvable item being over 200 square feet, regardless. My personal recommendation would be pulling back inline with that neighboring bulkhead, obviously losing some deck, but then you can conform with LWRP. And I think ultimately by doing that you are going to save the house and structures going forward, because you are giving it the best chance of survival. That with pulling out the hardened structures, you know, adjacent to the house, and putting in a healthy revetment there that will last long-term. MR. PATANJO: So currently the width of the house is about 50-feet wide by 14-foot projection out from the face of the house out, 14 feet. So 14x50. So if you look at the plan, the neighboring, the walkway going up is about, say halfway point. So it's about seven feet. So if, just for ideas here, if we pull back this deck seven-and-a-half feet, which would be half the length, is that something the Board would consider meeting the requirements of the LWRP? Board of Trustees 21 June 10, 2026 TRUSTEE GOLDSMITH: Just for context. For this property, in 2006, there was a survey, and from that deck patio to mean high water was 80 feet. Your survey, your plans today, show mean high water landward of that deck. MR. PATANJO: Correct. TRUSTEE GOLDSMITH: Which means you lost 80 feet in 20 years. So our concern is that, and you look on both sides of you, that erosion is going to continue. So we need to dial this back to lock in on both sides to the bulkhead to the east and the proposed rock revetment to the west. What you stated last time was you are proposing to follow the contour of the shoreline. However, now we have this 90 degree angle so the contour all of a sudden juts out where the house is. So, to get the best bang for your buck and the best security for your house, knowing that you lost 80 feet in 20 years, would be to dial it back, tie it in with the bulkhead to your east, and tie it in with the rock revetment to the west. Knowing that you may sacrifice a little bit of the deck, but the primary concern is to save the house. So, you might have to lose a little to gain a little. TRUSTEE KRUPSKI: Or to save everything. TRUSTEE GOLDSMITH: Again, 80 feet in 20 years, if that rate continues, you are out in the street. MR. LAGOUDIS: My name is Ioannis Lagoudis. Thank you, for your time. I don't understand what you talking about. So may I ask some questions so I can understand? TRUSTEE GOLDSMITH: Certainly. MR. LAGOUDIS: So by reducing the balcony, that will make the building structure better? TRUSTEE GOLDSMITH: Your protection of your structure as it sits currently is in the water. Your structure, as it stands today, is below mean high water. The stakes that you put in for your proposed rock revetment project it even further seaward into the water. When I went there yesterday to do an inspection, about an hour before high tide, the stakes that were put out that morning were already under water. So what we can't have is a structure extending into the water. Which already exists. So you have to dial it back. (Mr. Lagoudis is conversing with Mr. Patanjo) . MR. LAGOUDIS: How can you know that? How can you prove that? How do you catch that rabbit? I mean, how can you prove that the building will be safer? Who made that decision? TRUSTEE GOLDSMITH: Your building as it currently exists sits in the water. Based on the plan, based on the survey. It sits in the water. So if you are not in the water it would be safer. A structure in the water is subject to the wave damage. MS. LAGOUDIS: To rebuild what got damaged. If there is a risk that I'm going to lose the house, a higher risk, allow me to take that risk. TRUSTEE GOLDSMITH: Sir, you've lost 80 feet of beach in 20 years. I can't tell you that is going to stop. I would say Board of Trustees 22 June 10, 2026 that's going to continue. Whether you dial back 15 feet or 20 feet, you're still going to have the problem here in the next 20 years. MS. LAGOUDIS: I agree with you. I don't think I expect to sell the house in more than 25, 30 years. So allow me to enjoy it for the next 25 years. TRUSTEE GOLDSMITH: But the concern of ours is when we approve a Project, it's supposed to have a 30-year lifespan on it. MS. LAGOUDIS: Yeah, but how do you know? TRUSTEE GILLOOLY: In this case it is the public safety -- (Stenographer notes Mr. Lagoudis is interrupting Trustee Gillooly) . TRUSTEE GILLOOLY: (Continuing) for you to build something that is unsafe, that you do not expect to last for 30 years, it is a public safety hazard. Because as we experienced when we were on this site, there were pieces of your house we had to drag out of the bay already. So I think that it is very clear in this situation, that the Trustees are not going to permit something that is built over mean high water -- (Stenographer notes Mr. Lagoudis is speaking while Trustee Gillooly is speaking) . MR. LAGOUDIS: I got it. I just don't understand how you guys -- (Stenographer requests only one person at a time speak) . TRUSTEE GILLOOLY: Well, I think the other option that I think would be a smarter investment for you would be to pull the entire structure further landward. Including the house. MR. LAGOUDIS: If you guys would be willing to give me the money, I would be more than happy to do so. MS. HULSE: Is there anyone else that wants to comment on this? MR. LAGOUDIS: So can I come to you with a balcony and pull the first floor back? MR. PATANJO: That's a good question. Would a cantilevered balcony be acceptable. If we pull back the first floor seven-and-a-half feet and have a seven-foot wide deck underneath. Pull the revetment back and leave the cantilevered balcony. TRUSTEE KRUPSKI: So, again, and I appreciate where you are at, in that you've lost so much property here, and I wish that we had taken action on this sooner, because I think this Board would have been happy to work with you to try to prevent when it went from 80 to 60 to 40 to 20. The Board was here. But now that we are here, when you are talking about cantilevering, we've never approved structures over The Sound. And that is what we are really asking, when you look at that mean high water line. You are looking for a deck over The Sound. Which is not something we'd approve. We are working with something here that is illegal as per code. The DEC is going to say the same exact thing. And if you are looking for a logical explanation here, if you have a toe on your foot that 'sticks out too far, you're going to slam that one into the wall every time. And that's what you're doing against mother nature and The Sound here. Board of Trustees 23 June 10, 2026 MR. LAGOUDIS: This is like you are asking me to take a piece of my property away from me. TRUSTEE KRUPSKI: Mother Nature did that over the last 20 years. MR. LAGOUDIS: We don't know the future of Mother Nature. We ' don't know what is going to happen five years from now. We go based on history. MR. PATANJO: So the question is going to be are you okay with strengthening this and pulling it back. MR. LAGOUDIS: No, I'm not. MR. PATANJO: Okay, then we'll have to table and talk about it. If you don't make the decision now. (Mr. Patanjo and Mr. Lagoudis are speaking privately off the record for approximately three minutes) . MS. HULSE: Are there any other comments? MR. LAGOUDIS: So you gentlemen are asking me to put in an additional expense. TRUSTEE SEPENOSKI: Sir, gentlemen and gentle lady, I think we've all made our case clear. It's up to you -- MR. LAGOUDIS: Well, my choice is I have no choice because I have to fix this before winter. So you really not give me a choice. You just doing what you want to do. Which is not acceptable. TRUSTEE GOLDSMITH: Sir, that's completely inaccurate. We are not doing what we want to do. We are doing what is based on code. We cannot allow the structure that is below mean high water. We can't allow you to build into the water. Which is exactly what you are proposing. You are therefore taking away public access and riparian rights for people to walk along the foreshore. We are not allowing that to happen. (Stenographer notes Mr. Lagoudis is interrupting as Trustee Goldsmith is speaking) . MR. LAGOUDIS: I got you. TRUSTEE GOLDSMITH: So, excuse me, sir. So we have to take into consideration the public benefit, the public access, in allowing you to do something that is illegal by code and precludes the public from accessing the foreshore. MR. LAGOUDIS: But the water is not by the balcony. The water is by the -- TRUSTEE GOLDSMITH: Sir, you lost 80 feet in 20 years. In 2019, your survey had 30 feet. So in 2019, when you had the property and 30 feet,' that would have been the time to address it. Now the water level is landward of your house. Whether we do something or whether we don't do something, Mother Nature is going to take it. Mother Nature has a way to humble all of us. And 80 feet in 20 years is very humbling. Another 80 feet in the next 20 years, your house is an island. MR. LAGOUDIS: So you are leaving me there with a balcony of seven feet and is not usable. TRUSTEE GOLDSMITH: Sir, I thought you wanted to save your house. MR. LAGOUDIS: Of course. I want to do both. TRUSTEE KRUPSKI: And I just want to speak to something else you said, sir. Because the Trustees visited the property today, and without a storm tide, not even being at high tide, the water was Board of Trustees 24 June 10, 2026 two feet from the line. It was already up against -- the stakes were underwater. So, that's not even being there at high tide. And that's not talking about storm tides. TRUSTEE SEPENOSKI: It's not a gentle stretch of beach. (Unrecognized audience member comments) . TRUSTEE SEPENOSKI: I mean, the town beach lost its parking lot. MR. LAGOUDIS: You take care of it, and that's why. TRUSTEE SEPENOSKI: So we are talking about saving seven feet of the porch, the balcony, or saving your entire home. I find this to be going around in circles. If your technical advisor had spent some more time in the field he could have advised you of the severity of the wave action in this area, I think you would be in a different mindset at this point. We've been in the field, too, and we've appreciated the intensity of the storms in the area. We've lived here our whole lives. It's not messing around, that water. MR. LAGOUDIS: I didn't say it is. It's just let it be the way it is now, and if it happens, it happens. TRUSTEE SEPENOSKI: As Trustee Goldsmith points out, we- cannot legally permit you to build -- MR. LAGOUDIS: It's an additional cost. Tremendous amount of cost. Are you asking me -- TRUSTEE SEPENOSKI: I'm not asking you -- MR. LAGOUDIS: What is my choice? TRUSTEE SEPENOSKI: It's per the town code. MS. HULSE: Sir, you are asking, because this is an application that you put before the Board for their consideration. So it's your ask of the Board. The Board has provided comment, so I think at this point we should move forward with what it is that, if Mr. Patanjo is willing to consider what the Board has commented on, and perhaps change the design of what you are asking for. If that's a yes, then maybe the Board can look at that. MR. LAGOUDIS: So what is the worst, if I let go of my land, my property is going to be closer to the water. Would that make it worse if I move my property back seven feet? TRUSTEE KRUPSKI: Sir, you have one house on this coastline. We have been doing this for. over a decade on the coast line. It would not be worth it. We are trying to help you here. (A conversation is held off the record between Mr. Patanjo and the applicant) . MS. HULSE: Mr. Patanjo, do you want address the Board on behalf of the application? MR. PATANJO: All right, we will submit -- MR. LAGOUDIS: Can we do less than the seven feet? TRUSTEE KRUPSKI: You are not understanding that you have to speak from the microphone. TRUSTEE GOLDSMITH: Mr. Patanjo, I think you know what our concerns are. Do you want to table to address those concerns or do you want us to move forward with what is submitted. If you are considering dialing back -- MR. PATANJO: We are considering dialing back. Board of Trustees 25 June 10, 2026 TRUSTEE GOLDSMITH: (Continuing) and coming up with new plans based on the concerns and comments that were made tonight, otherwise we'll move forward with what was submitted. MR. PATANJO: We want to modify it. Would you issue an approval based on pulling it back or would we have to come back next month? TRUSTEE KRUPSKI: Is there anyone else here wishing to speak regarding this application? (No response) . Hearing none, I'll make a motion to table this application for submission of new plans showing a dial back of the deck out of mean high water and in line with neighboring properties. TRUSTEE GOLDSMITH: Second. All in favor? (ALL AYES) . WETLAND PERMITS: TRUSTEE GOLDSMITH: Under Wetland Permits, Number 1, AS PER REVISED PROJECT .DESCRIPTION AND PLANS RECEIVED 6/2/2026 Jeffrey Patanjo on behalf of ANVK NY HOLDINGS, LLC requests a Wetland Permit to remove and replace existing timber bulkhead with 72 linear feet of vinyl bulkhead including a proposed 10' return in same location as existing, raise new bulkhead height 18" above existing; and install a 6' wide non-treated timber boardwalk within a 10' wide vegetated non-turf buffer along the landward sides of the bulkhead. Located: 6320 Main Bayview Road, Southold. SCTM# 1000-78-5-7 The Trustees reviewed on 6/3/26, notes read consider extending buffer to 15 feet to the grade, questions transition to neighbor and elevation change. The LWRP finds the project consistent. Welcome comments from the public. MR. PATANJO: Jeff Patanjo, on behalf of the applicant. It's a simple remove and replace bulkhead, put an untreated timber walk on the top of it. And we would have no objection to the location here for a 15-foot non-turf, vegetated non-turf buffer, which is from the face of the bulkhead landward, which is inclusive of the untreated timber deck. TRUSTEE GOLDSMITH: Anyone else wish to speak? (No response) . Hearing no further comments, I make a motion to close this hearing. TRUSTEE KRUPSKI: Second. TRUSTEE GOLDSMITH: All in favor? (ALL AYES) . TRUSTEE GOLDSMITH: I make a motion to approve application with land protected 15-foot vegetated non-turf buffer landward from face of bulkhead. TRUSTEE SEPENOSKI: Second. TRUSTEE GOLDSMITH: All in favor? (ALL AYES) . TRUSTEE GILLOOLY: Number 2, Jeffrey Patanjo on behalf of SHAWN Board of Trustees 26 June 10, 2026 McBURNIE & DEVON ANNABEL requests a Wetland Permit to construct a 16'x36' in-ground swimming pool with 2' wide natural stone patio surround; install a pool backwash drywell and pool equipment area; install a 76 linear foot long landscape retaining wall to be a maximum height of 36" tall; install 76 linear feet of native plantings for screening along the retaining wall face; install 48" high pool enclosure fencing with gates; with silt fencing installed surrounding the work site prior to and during construction. Located: 5015 Vanston Road, Cutchogue. SCTM# 1000-111-14-3. The Trustees recently visited the site on the 3rd of June, noting the retaining wall must be reduced. Three mature oaks to be removed, question mark. Are there any conditions for buffers on the dock. The LWRP reviewed this application and found it to be inconsistent. The inconsistency states the following: The proposed pool is to be placed up to the top of the bank defined in Town Code Chapter 275-2 as land inclined adjoining a body of water, wetland and/or beach, and does not comply with Town Code Chapter 275-(g) (d) (a)5, which states the pool must be placed in 16 feet from the wetland boundary. If a pool can be built in the future, it is recommended to retain existing trees in the development area' to the extent practicable and to retain to native vegetation within Trustee jurisdiction. Is there anyone here wishing to speak regarding this application? MR. PATANJO: Jeff Pat.anjo, on behalf of the applicant. There is no objection to planting new oak trees as suggested. There is no buffer, there was no buffer required or established under that dock application. I did that back in 2011 or 2012, something like that. So the, there is no tree removal as part of the pool installation, right? Come up, Shawn. MR. MCBURNIE: Shawn McBurnie. I don't believe there is any tree removal. I questioned when the Trustees were there, it would be okay to remove a couple of trees where the retaining wall would go. MR. PATANJO: Okay, so as part of any tree removal we would replant native hardwood trees on the property. So as far as scaling back the retaining wall, the intent of this retaining wall is to obviously retain the soil. As you see in the proposed plan there is very, very limited impervious surfaces surrounding the deck. We did a simple two-foot wide coping, .just for the purpose of walking around the pool. We want it very natural. They didn't want to create or induce any additional runoff. Runoff is actually going to be mitigated by the installation of the pool and the retaining wall because it raises the grade and creates a level surface, and the runoff will allow to leach back into the ground instead of running down the bank and the bluff. The whole project in final stabilization happens will be protected with a silt fence, and provide stabilization, which Board of Trustees 27 June 10, 202.6 again mitigates any erosion or runoff running down the bank, bluff. All of the pool equipment and backwash drywell will be installed adjacent to the house as shown on the site plan. TRUSTEE GILLOOLY: Thank you, for that information. I do have an e-mail here from you saying you were going to amend, resubmit new plans -- Sorry, I'm just reviewing the new plans that were submitted with the retaining wall. MR. PATANJO: The original is still in the mail, I believe. The proposed plan changed with the installation of an additional 16 feet of retaining wall going to the north in the same line of projection as the retaining walls you see in the plans, and that's the purpose to create, again, a more level backyard, in combination with the existing backyard, level surface of the pool, which will stop and mitigate any runoff from going down the bluff. TRUSTEE GILLOOLY: From the Trustees' perspective after being the feel field and reviewing plans at work session, I think there was a general consensus that if the pool is pulled five feet landward, the need for the retaining wall could be lower. It could be two feet to comply with what the Trustees have set as maximum within our code. So in order to achieve that two-foot retaining wall we would like to see the pool moved closer to the house alternatively to reduce the overall size of the pool if there is a desire to have that space. MR. MCBURNIE: My goal was kind of was to look kind of like my neighbor's property. If you look there and go one property over, he has nice walls, a little further, kind of the same idea is what I was trying to accomplish there, to fit in the neighborhood, I just have the pool up to the edge. My original idea was having an infinity pool but pulling it back really doesn't do the picture I was trying to do. TRUSTEE GILLOOLY: From the Trustee perspective, the property we are now viewing is not the ideal. We much prefer to see your property that has all of the trees and the native vegetation, which helps to filter the nitrates from your fertilized lawn so that when it reaches the bay it's not, you know, quite as uncomfortable, which I'm sure you can appreciate, and all of us that like to swim in the water. So this one I'm not sure who approved these plans or how the plans got there, but going back to your property, the idea of pulling the pool back would also eliminate the need to remove several trees, which is something that the Trustees also would be looking to do. MR. PATANJO: So going with that, this general rule of reducing height of the retaining walls and creating areas to capture runoff, if we reduce, if we kept the pool where it was, kept the retaining wall where it is, however reduce the height of that retaining wall down to two feet tall, create another level area that would be a vegetated, non-turf area, and the secondary two-foot tall wall further to the seaward side of things. We would have the pool, we would have the existing retaining wall Board of Trustees 28 June 10, 2026 where it's shown here, two-foot in height. Go another six, eight feet out, another level, non-turf, vegetated, fully vegetated area, with another two-foot retaining wall. So we would still have effectively the same pool location, same upper, it will be the same look as we originally came in with, however you would be gaining additional non-turf area, vegetated non-turf, and we would back-pitch it so it doesn't drain over the wall. TRUSTEE SEPENOSKI: Except it already is a non-turf buffer. MR. PATANJO: It is, without the benefit of anything to stop the runoff from running down. TRUSTEE SEPENOSKI: It is, because it's vegetated. It's full of trees and bushes and grasses and natural vegetation that is serving that function already. So what you are proposing is the following: You want to re-engineer the entire property near the edge of the lawn to accomplish the same thing. MR. PATANJO: Correct. Right. TRUSTEE GILLOOLY: So the bank itself is a protected feature, and so re-engineering that area is not something that this Board would approve. In this case, having a pool that is so close to a protected feature is very borderline here to begin with. So I think the Board, in our discussion, had discussed the idea of pulling back five feet, otherwise it would not be an appropriate application. MR. MCBURNIE: For the neighboring property, was that something that was approved by the Trustees? Because I think that was done within the last ten years, and, I just want to copy it. I don't want to go all the way to the water. TRUSTEE GILLOOLY: Every property is a unique and separate review process for each parcel. I don't have personal knowledge of the other property but I would just say that we are looking at your application and your features on the property, and so our decision is based on that, not based on anything else. MR. PATANJO: We'll table the application to review the plans. TRUSTEE GILLOOLY: Is there anyone else here wishing to speak regarding this application? (No Response) . Any further questions or comments from the Board? (Negative response) . Hearing none, I make a motion to table this application at applicant's request for revision of plans. TRUSTEE KRUPSKI: Second TRUSTEE GOLDSMITH: All in favor? (ALL AYES) . TRUSTEE FINORA: Number 3, AS PER REVISED SITE PLANS AND PROJECT DESCRIPTION RECEIVED 6/9/26 AMP Architecture on behalf of JOHN & WENDY COLBERT requests a Wetland Permit for the existing two-story dwelling (2,362sq.ft. Footprint) with attached garage and for additions and alterations consisting of a 538.25sq.ft. One-story addition, a 96sq.ft. Front covered porch, a, 427sq.ft. Second story addition over garage, replace sections of the dwelling's seaward side wall to add windows and a door; dwelling to have new siding and roofing; existing 547sq.ft. Seaward deck Board of Trustees 29 June 10, 2026 with stairs to be replaced in-kind and in-place; install a 20.2sq.ft. Outdoor shower with a dedicated 50 gal. Drywell; abandon existing septic system and install an I/A OWTS sanitary system; install a stormwater drainage system; any excavated material will be used at site for backfill and any extra will be removed from the site; and to establish and perpetually maintain a 10' wide non-turf buffer area along the landward edge of the wetlands. Located: 2155 Long Creek Drive, Southold. SCTM# 1000-55-7-7 The Trustees visited the site on June 3rd, noting that the plans at the time proposed a seaward extension. A seaward extension should not be permitted. Additions should be no further that the existing structure. The buffer should be vegetated. The LWRP is inconsistent, speaking largely to those components of the project, specifically Policies Six and One. (But I note that we are in receipt of new plans depicting additions and alterations of the structure no longer seaward of the existing structure and exclusively landward. Is there anyone here who wishes to speak on behalf of the application? MR. PORTILLO: Good evening, Board, Anthony Portillo, AMP Architecture. As you mentioned, after receiving the inspection letter, we revised the plans to show the addition in line with the existing residence. A couple of other notations, ten-foot vegetated buffer was also noted on our plans. We are proposing drywells for the additions, and a new IA system. I should also note DEC has been filed for non-jurisdiction for ten-foot elevation. TRUSTEE FINORA: Any comments from the Board? (Negative response) . TRUSTEE FINORA: Is there anyone else in the audience wishing to speak to this application? (No response) . Hearing none, I make a motion to close the hearing. TRUSTEE SEPENOSKI: Second. TRUSTEE GOLDSMITH: All in favor? (ALL AYES) . TRUSTEE FINORA: I make a motion to approve this application in accordance with the plans noted June 9th, 2026, with the inclusion of the 15-foot non-turf vegetated non-turf buffer and citing the revised plans and modifications to remove the seaward extension as originally proposed, thereby bringing this project into consistency with the LWRP. TRUSTEE GILLOOLY: Second. TRUSTEE GOLDSMITH: All in favor? (ALL AYES) . MR. PORTILLO: Thank you, Board. TRUSTEE GOLDSMITH: Number 4, Margot Coffey on behalf of NINA ALICE BRONDMO requests a Wetland Permit to demolish existing garage; main entry stairs to dwelling, and remove Board of Trustees 30 June 10, 2026 portions of existing driveway; construct additions onto the existing 999sq.ft. One-story dwelling with a side entry platform and steps consisting of a 960sq.ft. One-story addition that includes a 10'xll' front entry terrace on a slab foundation; remove existing 529sq.ft. Seaward deck and construct a 605sq.ft. Tiered wood deck with steps; existing walkways and 59sq.ft. Sauna with roof overhang to remain; abandon existing septic system and install• an I/A OWTS sanitary system landward of dwelling; and reconfigure existing gravel driveway. Located: 510 Trumans Path, East Marion. SCTM# 1000-31-12-1 The Trustees conducted a field inspection June 3rd, noting recommend within existing footprint of garage, due to embankment, proposal pushes further into embankment, and go up with addition. Question mark. The LWRP found this project to be inconsistent. The inconsistencies are: This proposed action is on a nonconforming lot with a pre-existing residence that is less than 100 feet from the wetland boundary of Marion Lake. This proposed action includes the demolition of a garage to build an extension of the single-family dwelling and the refurbishment expansion of an existing wood deck. The proposed action is inconsistent with Policy 6.1 (b) (q) because the proposed addition is too close to the embankment and doesn't do enough to protect the ecological quality of the land adjacent to the wetlands. Restricting the proposed addition to the existing footprint of the garage would allow this action to be more consistent. Retaining the existing trees and native vegetation within the native non-turf buffer will mitigate proposed developmental impacts. The proposed native non-turf buffer should extend to the top of the slope to further mitigate impacts. The proposed action is inconsistent with Policy 6.3 (a) because it doesn't comply with Town Code Chapter 275-3 (e) (1) (a) (1) that states: Setback for a residence from the wetlands is 100 feet. A part of the proposed new addition and a part of the proposed deck expansion brings it closer to the wetland boundary. We also have two letters of support for the project in the file. Is there anyone here wishing to speak regarding this application? MS. COFFEY: We do. Pursuant to the site visit, we have a couple of questions as well. I'll just introduce myself again. It's been a while since I've been here. I'm Margot Coffey, I'm a co-founder of Isaac-Rae Studios, an architecture and design studio locally. I wanted to just first thank the Board for their thoughtful consideration. I know that wetland stewardship is really important. As a local from out here, as a local person who was raised out here, I'm understand it's very important. I appreciate what you guys do. Thank you. And it is something that Board of Trustees 31 June 10, 2026 we take really seriously. We always have that as top of mind in our design. So wetland preservation is certainly something we always look at and consider. And I also just wanted to say that the homeowner, in addition to the two letters, I just wanted to underscore that she is also really supportive of the Trustees and preservation. She is a huge champion of Marion Lake South. She and several other people on her road have started a fund, it's called the Marion Lake Project Fund, and they have raised considerable funds and also put a lot of time into creating a healthy lake there. So she is just one of those people that are very respectful and wants to be part of the solution here. What we are proposing is really a modest, obviously, extension. I'm going to let Clay talk about, responding to some of the questions of you guys. MR. COFFEY: Thanks again, for meeting us on Monday. I appreciate your comments and time. So when we were designing structure in the building, there were a couple of constraints. One is that we are trying to fix the existing entry, right. They say the entry is all about the house. And it's a one-bedroom, small house. So trying to be very compact footprint. We note it's a highly constrained site. We are also trying to build landward of the existing garage, not within the same footprint, but kind of landward of the building. And I did have just a quick question because I didn't, I'm just not clear, based on Town Code, but it's a question about the top of bank, and when the top of bank becomes a non-regulated feature, let's say. So I know that top of bank in the definition is facing the waterfront side of the top of bank, where that is, was most in question there, in the site meeting, it comes down to an elevation six and then it goes back up to the neighboring property elevation of 18 or something like that. So I don't know if that changes the boundary as far as if top of bank is regulated. Or if it doesn't. I think we were concerning this based on the landward, where we were building was behind currently where the existing house is at top of bank. . So I just have a question around how we define "top of bank" and if the feature is regulated, or if it's not. TRUSTEE GOLDSMITH: So to comment on that, that is considered a bank, basically you are lack of better term on a peninsula, so you have a bank on at least two side of the property. It's hard to quantify that as a ravine, a gully, a whatever, that ultimately ends up into Marion Lake. So on the seaward side of the house, toward Marion Lake, it's straightforward. However on the garage side of the house, that slopes down, but then it slopes down and also to Marion Lake. So that is considered a bank, and you're unfortunately extremely constrained on this property, as we discussed in the field, and it's on the footnotes. I think if this was proposed in its location today it might be a little more pushback, however it's existing structure, so Board of Trustees 32 June 10, 2026 if you use the existing structure, existing corner of the garage, as kind of the footprint, and to work within that footprint and landward of that footprint, meaning, you know, towards the driveway, on both sides, that would be more appropriate in trying to extend further towards the bank of Marion Lake, or the ravine/bank that towards Marion Lake. TRUSTEE KRUPSKI: So, now, I 'll just add to that, because I think you are asking a really solid question, and I know that you guys have a history of, you know, being very conscientious about the wetland. We only deal with a handful of these gullies/ravines a year. Obviously when the glacier retreated, that was the outwash path to the water, and you end up with this really cool little ecological/geological feature that we are attempting to protect in the town. So we do see a few of these a year, pretty seldom, throughout town, but we do treat them as a natural feature to be protected. And to Trustee Goldsmith's point, the garage is already very close, probably would not have gotten approval, but it's obviously been there for a long time. So we are just trying to work with you. And within the constraints there. MR. COFFEY: Sure. TRUSTEE KRUPSKI: And to be honest with you, it's an awesome piece of property and so to have that in your side yard is really neat. I think it's really special. So we are just kind of looking to keep what's there, protect what is there. And I also appreciate where you are proposing the septic. I think that's a good enough --- MR. COFFEY: Thank you. Can I show you a quick sketch here. (Handing) . This is what we have. And the edge of driveway. And then it's 81 inches away from the top of bank. And this big, heavy line is on the side setback line, right. So would it be amenable to the Town if we moved it two feet back? In it's current configuration, I think we could save that oak tree that is kind of in the corner there, that we are trying to build away from. We are kind of constrained by the floor plan. We would then be drawing all of our setbacks back, basically, at that point. And that southeast corner of the building would be behind the line of the 100-foot setback at that point. TRUSTEE KRUPSKI: Do you want go just go back to that question. MR. COFFEY: Sure. So, I guess the next question, would be, would it be acceptable to essentially keep the structure as designed but push it back an additional two to three feet, trying to preserve the tree that's there, and then moving, at that point it moves the southeast corner of the addition behind the 100-foot setback line. TRUSTEE GOLDSMITH: So, just to correct you with that 100-foot setback line. That 100-foot setback line is from Marion Lake. Our jurisdiction is from the top of bank. So that 100-foot setback line is inaccurate. Board of Trustees 33 June 10, 2026 MR. COFFEY: That's my question. Where does the bank become an unregulated feature. TRUSTEE GOLDSMITH: Yes. MR. COFFEY: And maybe this is my fault, probably. But I think I designed it based on the bank at that point not being in your jurisdiction. TRUSTEE KRUPSKI: Which I understand. That's where I was trying to go with my comment. But I- appreciate where you are coming from with your application. And especially proposing putting a slab in addition to, you know, I think that's extremely helpful. MS. COFFEY: I would also note that there is no, you know, there is a big runoff right now from the existing garage. So that's, you know, we would be preventing, and once that, you know, once this project would be, we would actually have a drywell in the driveway that would prevent any of that runoff from happening. There is lot of net neutral/net positive adds that we would be doing with this small addition. So to us it's a little bit of weighing nuances, what is, you know, kind of more essential to protect the site. . The homeowner is also, it's not something I fully approved with her, but she's very open to, you know, a need of a vegetated buffer, if that is also something. MR. COFFEY: And we can bring that up to the top of bank. That's not a problem. MS. COFFEY: Right. On both sides. You know, maybe native vegetation can also help bolster that. That is actually something I would recommend to her, if that feels relevant to the Board. TRUSTEE FINORA: I just want to make few points that we had discussed in the field was visualizing the current footprint, most forward projection of bulkhead, garage and the house, as reasonable boundaries to work behind. And that includes the connection between the two. structures. So normally we are kind of discussing before that those, that that jurisdiction was really, went from the length of the top of the bank and then extending beyond that. This whole structure, where it currently sits in place that's -- MR. COFFEY: Right. So the existing top of bank setback to existing garage is 81 inches. So if we can set it back, further back from 81 inches. And just, we just have a bunch of time and energy tied up in the design already. So I'm trying to salvage the architectural drawings as much as possible without fully redesigning it. If we can kind of pick it up and push it back without doing a whole lot of redesign, but if we are, you know, compressing it on three sides, you know. TRUSTEE FINORA: This proposal would exchange setbacks, is that what you are trying to say? MR. COFFEY: Well, what I'm trying to say is our 81 -- our closest setback right now to the top of bank is 81 inches. So the goal would be to set everything back further than 81 inches, right. So if we move it back an additional -- actually, the proposed sketch is two feet. If we move it back three feet, I Board of Trustees 34 June 10, 2026 think we could probably work with that. And then all your setbacks would go from that point back. TRUSTEE GILLOOLY: Do you have an overlay that shows the current footprint with the new plans? MR. COFFEY: Yes. Certainly. (Handing) . There is a red line here. The red line is the current, that's the current footprint. Right. This is the current driveway. TRUSTEE GILLOOLY: And this is all, the dotted red line -- MR. COFFEY: The dotted red line is all current. Right. So from that point to the top of bank is 81 inches. Currently. TRUSTEE GILLOOLY: Right, but you are extending this way as well. MR. COFFEY: Right. But that extension is not closer than -- if we move backward, that extension is no longer closer to the top of bank at that point. So if we pull this back, we are at 92 inches back to that point. We can just pick the whole thing up and back. TRUSTEE FINORA: Is any fill required to make that change? MR. COFFEY: No. TRUSTEE FINORA: On both sides? MR. COFFEY: We are just going to be basically taking the very top of that little piece off and putting a slab on it. TRUSTEE GILLOOLY: So with the three-feet retreat, would that affect your septic proposal at all? MR. COFFEY: It would not. It would still be in the same location. We have to update the plans for Suffolk County. TRUSTEE GOLDSMITH: Just to confirm, basically what you are proposing is to take the design that was submitted, and based on the plans, and shifting that whole thing towards the driveway, so the entirety of the structure would then be further landward from the top of the bank than currently exists. The garage structure. MR. COFFEY: Correct. Yes. That's correct. TRUSTEE GOLDSMITH: So nothing would project further seaward than existing. MR. COFFEY: Correct. TRUSTEE GOLDSMITH: Anyone else? (No response) . TRUSTEE GOLDSMITH: Any other questions or comments from the Board? (No response) . Hearing none, I make a motion to close this hearing. TRUSTEE KRUPSKI: Second. TRUSTEE GOLDSMITH: All in favor? (ALL AYES) . TRUSTEE GOLDSMITH: I make a motion to approve this application subject to new plans that show the structure going further landward, with new plans depicting, so that no structure is further seaward than current; that there be a non-disturbance buffer from the top of the bank seaward, also a vegetated non-turf buffer landward of the top of the bank, therefore bringing it into consistency with the LWRP. And new plans depicting the buffer, both buffers, and the new structure located landward. Board of Trustees 35 June 10, 2026 TRUSTEE KRUPSKI: Second. TRUSTEE GOLDSMITH: All in favor? (ALL AYES) . MR. COFFEY: Thank you, very much. TRUSTEE GOLDSMITH: I make a motion for adjournment. TRUSTEE KRUPSKI: Second. TRUSTEE GOLDSMITH: All in favor? (ALL AYES) . Respectfully submitted by, Glenn Gol smith,"President Board of Trustees Glenn Goldsmith,President �OF S0(/�y Town Hall Annex 54375 Route 25 Nicholas Krupski,Vice President ,`�� ��® P.O. Box 1179 Eric Sepenoski J J Southold, New York 11971 Liz Gillooly G Telephone(631) 765-1892 Joseph Finora • �® Fax(631) 765-6641 COW N 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 Polio!a.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, Glenn Goldsmith, President Board of Trustees 1 , � S �," - � y�, - s ♦ 'u� �e a -K'M1 e y � �„¢. e Yl r �4�°4 •day'/"` 4=1 f° 44 're�ir� u�, f p� �i9 i 1 p�p4��y�a '�a,,,,`'� / 1t l pyo' E a •r )Ss?y_,.z ''3"I.� ,...'Afis:..'✓A7d'SsCYi1,<4i!?S/.dN�nw:?SV'w5u.,.. ..s1,,.G".5.'L,.„l'Sr,.9Rt214'is7SlL.fi;!J',''.L:d:..,,,;fs".S:d,qA;!wuv:.'e2SdL":.L''SS,,Yc4..A;YiG°c'J.„I7df?'4L"Je`A54 .'.d:El':°n'•kb.:l'd;aFiA?�";<EY.�.4L.'t'�,Tttlr'a°.LC,t�w<a'+d.:1�iTR�...R �� ,r °e�ld i� •��`'a 'S. v da` BOARD OF SOUTHOLD TOWN TRUSTEES •�, °u ` SOUTHOLD,NEW YORK 4lop•� „moo -0 `�,' 05,' t4 N PERMIT NO. 10980 DATE: DUNE 10,2026 ISSUED TO: JULIAMAVELLIA .1 ^ WWI— PROPERTYADDRESS: 1525 NORTH SEA DRIVE,SOUTHOLD n. SCTM#1000-54-4-17 l 'j AUTHORIZATION e Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in ,,. accordance with the Resolution of the Board of Trustees adopted at the meeting held on June 10,2026,and in consideration of application fee in the sum of$5,000.00 paid by Julia Mavellia and subject to the Terms and 9 T= .edd Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the : following: j.. • i Wetland Permit for the as-built in-place reconstruction of the existing 645sq.ft. raised deck with landward 4' wide stairs to a 41x4l landing to 4' wide stairs to ground, and seaward 4' wide set of stairs to ground; and as depicted on the site plan prepared by ,. ::= rt_.F. Charles W. Kuehn, Architect,received on June 29,2026, and stamped approved on , 'F July 8,2026. i IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year written above. a .:K a Y f ti Fr ia.}:ST,SAd�v71iGY.�:.�n3ik%�'iYf'..;tZv�C�b:7�9�t'�ro u''Silo}.u77sTr�s;?�M�RPdaf..^,iiYB'�i,F'dd7i .,: r'4'C„7.°t•7;��u,/,Sr'4'�+,x'�K�:Yrrf2{9•`S'17PiSP,'".t'i��(P;$tt P'y��aTl�{Ri2273 3�s7b,:7.�23riR2YP.+Y�R'b,F.TCtiV'S';SN.IL,"W+x'��c'^1i±,. � l- `� � � �r ..�=_ `�i/ x tit .� L. �,� - � r � ,F. L, \ / ,,�q,°• �. l � .sj� \`���a� r a�.� �e��'�TMv=���s„�'`�a 46�"s` � �a�r � o�• �`""'"`'."�� 4,4:�'�;"`—�_s"� J 1�� �^. �� 41 ` y f. .r le e,.0 1W& � ^•.!(,e4`°0°i d'� �>.. !d°4w"'°r ,d. �:ye�4�6 i 1,. e�4d0.94; ..i� ii �.�_°°° °Q .`, TERMS AND CONDITIONS The Permittee Julia Mavellia, 1525 North Sea Drive, Southold,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board prior to expiration. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents,and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. A permit issued for work not including a demolition as per the definition in the Town Code, but subsequent to issuance,the work results in a demolition,the permit is voided and a new application must be submitted. 6. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 7. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 8. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 9. The Perm ittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 10. That the said Board will be notified by the Permittee of the completion of the work authorized. 11. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same: 12. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others-in order to perform the permitted work nor does it authorize-the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President %qf SDUr� Town Hall Annex Nicholas Krupski,Vice President �OV� OHO 54375 Route 25 P.O.Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly G Telephone(631) 765-1892 Joseph Finora • yo Fax(631) 765-6641 O�yeourmi BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 8, 2026 Dominic Mavellia 541 Caledonia Road Dix Hills, NY 11746 RE: JULIA MAVELLIA 1526 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 MAVELUA applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, and Chapter 111 of the Southold Town Code, Coastal Erosion Hazard Areas, application dated May 15, 2026, and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policy 4.2 and 6.3 of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: issuance of a Wetland Permit; upon Trustee review, the structures do not diminish the existing vegetation in this location; 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, 2 WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the project complies with the standards set forth in Chapter 275 of the. Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees APPROVE 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 June 29, 2026, and stamped approved on July 8, 2026. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $ 50.00 Very truly yours, Glenn Goldsmith President, Board of Trustees SOUT HOLD TRUSTEES No. �o°Iga Issued To G M�,vetl ;w Date 010/24 Address 1;:Z5 Nct"-N Sea br' :qe� So oil .THIS. NOTICE MUST BE DISPLAYED DURING CONSTRUCTION ,TOWN TRUSTEES OFFICE,TOWN OF SOUTHOLD SOUTHpLD, N.Y. 11971 TEL.: 765-1892 GENERAL NOTES ,• I NOTE: ENERGY CODE COMPLIANCE STATEMENT NmE 1 THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL NO WORK TO BE STARTED UNTIL EVIDENCE OF WALKERS'COMPENSATION INSURANCE STATES THAT TO THE ESTPLANS OF MY KNOWLEDGE,BECA LIEF AND PROFESSIONAL SUBO.BSOF THE WORKERS*ABIUTY BENEFITS CCOMPENSATIONAGE IS LAW OF AS REQUIRED STATE OF NEWIfYORK 57 220 EXISTING DECK REPAIR TO DWELLING AT THEGECCC 2 5T.E CHAPTER 111 ANID)OY WITH ETHEI NYSECCCA E IN 2025 SUOMPLIANCE PPLEMENT.WITH ALL"WIDOWS SHALL HAVE GLAZED OPENINGS PROTECTED FROM WIND-BORNE ��/'� ®�� ��\ �����1 DEBRIS MEETING THE REQUIREMENTS THEREIN.THE LARGE MISSILE TEST OF PANELS E 1996 E IPi fl�i AND ASTM E OR NDOWREFERENCEDOT TTIVE,ALL PROTECTIVE PLYWOOD PANEL$ARE APPLICABLE CODE AND STANDARDS BIDNG USED FOR TO SHE PROTECTIVE,ALL PANELS SHALL G MARKED AND ST6[Q� N SITE. REFER 70 SHEET T-5 OF CONSTRUCTION DRAWNGS FN ADDIRONA � 2025 NYS FIRE PREVENTION&BUILDING CODE SPEC'S&DETAIL _ SOUTHOLD, 2025 RESIDENTIAL CODE OF NY STATE NEW YORK 2025 EXISTING BUILDING CODE OF NY STATE SEPTIC SYSTEM AND DRY-WELLS SHALL BE CERTIFIED BY OWNER'S R.S./P.E. ON XIN 29 2026 TOWN OF SOUTHOLD, SUFFOLK COUNTY 2025 ENERGY CONSERVATION CODE OF NY STATE COMPLETION OF THE WORK 2025 PLUMBING CODE OF NY STATE A FINAL SURVEY MUST BE SUBMITTED AT COMPLETION OF JOB L-- 2025 MECHANICAL CODE OF NY STATE 6c::aU lma I NFPA 70: NATIONAL ELECTRIC CODE(NEC).2023 EDITION COMPLETION UNDERWRITERS CERTIFICATE MUST BE SUBMITTED A7 po>.dWTrY..cs W ( � COMPLETION OF JOB. I- N 2024 ANSI/AWC TYCM NO FOOTINGS PLACED OP.DRY WELLS COVERED UNTIL APPROVED BY INSPECTOR (1 ^N ICC A117.1 -20217 FOUNDATION SURVEY SHALL BE SUBMITTED AND APPROVED BY THE BUILDING V INSPECTOR PRIOR TO FRAMING DRILLING AND NOTCHING OF EXTERIOR WALLS AND 13EARNG PARTITIONS SHALL COMPLY rou) WIN SECTIONR602.6. DRILUNG AND NOTCHING OF TOP PLATE SHALL COMPLY WTH Ov SECTION R602.6.1. THE MAXIMUM WATER CONSUMPTION ROW RATE AND QUANTITIES FOR ALL PLUMBING I DO ZLL FIXTURES AND FIXTURE FITTINGS SHALL BE IN ACCORDANCE WTH TABLE P2903.2. / O BATHTUBS WTH SHOWER HEADS AND SHOWER COMPARTMENT FLOORS AN WALLS a O� SHALL BE FINISHED WITH A NNABSORBENT SURFACE EXTENDING TO A HEIGHT OF (LLL O-l0 NOT LESS THAN 6'-0"ABOVE THE FLOOR IL F I SHOWER AND TUB/SHOWERCOMBINATIONS SHALL BE EQUIPPED WITH CONTROL VALVES LL Q OU, OF THE PRESSURE BALANCE,THE THERMOSTATIC MIXING OR THE COMBINATION PRESSURE SALANCE/THERMOSTATIC MIXING VALVE TYPES WITH HIGH UMINT STOPS. < PROJECT INFORMATION RffVWLE 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. lJ SEPERATE SHUT-OFF VALVES WILL BE PROVIDED FOR EACH BATHROOM&KITCHEN TaexE R1d11(zl almancaxD csOGRalmlc bFNcxcaDEnM ALL CONNECTIONS TO THE POTABLE WATER SHALL CONFORM TO SECTION P2902.4.1 THRU P2902.4.5 wam ozscn ,,,a nr aM,A Nrt. ensus. _ aw MEAN A SOIL OR WASTE PIPE,OR BUILDING DRAIN PASSING UNDER A FOOTING OR THROUGH A VN FOUNDATION WALL SHALL BE PROVIDED WITH A RELIEVING ARCH;OR THERE SHALL BE BUILT a sxca.�'e W,aero,n w.main'Fd° �1°� °E� aT u 05' In c hr'1P't INTO THE MASONRY WALL A PIPE SLEEVE TWO PIPE SIZES GREATER THAN THE PIPE PASSING IcAn'm' Ion°"' T OWNER: DOMINICK MAVELLIA THROUGHT. man PIPING SHALL BE INSTALLED IN TRENCHES SO THAT THE PIPING RESTS ON$DUD AND CONTINUOUS .,^. xa ND Na ao� B SFMFN- F fs' TFT .wtl xwe .51 51 A PROJECT DESCRIPTION: RIG 2ND FLOOR DECK REPAIR DR INN WASTE AND VENTING PIPING AND FITTING MATERIALS SHALL COMPLY WITH TABLE P30021 aNa nNA cM,a H e re r4nnan W::nae eYea�^� w°,me. sF cv.e m pasemae,narc ono BUILDING SEWER PIPING.•JJD FITTING MATERIAL SHALL COMPLY WITH TABLE P30022 ;-_f' p, PLANS ARE IN COMPLIANCE WITH 2O25 RESIDENTIAL 9Bh ' APPLICABLE CODE: BUILDING CODE OF NY STATE ( PUBLICATION DATE 07 2025 ) THE BACK FLOW SUPPL�LYTFFOOR DISHWASHERS SHALL BE PROTECTED BY AN Aft CAP OR INTEGRAL xe,h-Uy sa ,arPRE ` 1B' W,a 15 A,PH W15 MPNr M.edrvm WNaY55°S 32 GPEe50XRH AND 2025 EXISTING BUILDING CODE OF NY STATE THE DISCHARGE FROM CLOTHES WASHING MACHINES SHALL BE THROUGH AN AIR BREAK THE ENTIRE PLUMBING$STEM SHALL BE TESTED IN ACCORDANCE WITH SECTION P2503 OF THE CODE CONSTRUCTION CLASSIFICATION: WOOD FRAMED ALL HEATING,VENTILATING AND AIR CONDITIONING SYSTEMS AND WORK SHALL BE INSTALLED IN .ema�„ve'� •"ro...en a•.m uan,v,a.e,.....,•p,,.w+•a.e".•.•-,v....•v.n<+zu...vn..n...an..+.., ACCORDANCE WTH CHAPTER 13 THRU 24 OF THE 2020 NYS RESIDENTIAL BUILDING CODE ALL ^ �• >tr.•�+.•.-v.•,.m. LOCAL RULES AND REGULATIONS AND AS SPECIFIED BY THE LATEST EDITION OF THE NATIONAL OCCUPANCY: SINGLE FAMILY RESIDENCE FIRE PROTECTION ASSOCIATION. rn.m.•v n�,wo�.w.,�ime.s. ww„0...�,.�o..vmap,.eon,aw.{w.ernr.av�.i,tj rrrv.-w.sw.c...ee„m„'v r"'e.o ALL MECHANICAL SYSTEMS,EQUIPMENT,APPLIANCES,ETC.MUST BE LISTED AND LABELED AND LOW INSTALLED IN ACCORDANCE WTH THE MANUFACTURER'S SPECIFICATIONS,USTING/LABEL AND THE CODE FIRE HAZARD: n, va.�. an ,+va^+o Hm.e..b,.nm wan...... ve r.r.is..afa a.,4...,romen. .... .an• ALL FUEL GAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS SHALL BE EQUIPPED WTH sme ,:rm~'m.vervwcaun _ _® AFLAME SAFEGUARD DEVICE WHICH WILL SHUT OFF HE FUEL SUPPLY TO THE BURNER WHEN THE FIRE SPRINKLER SYSTEM: o. Mp.mm„n+.•...aa.a.ramn°.,x.,...ee, N/A FLAME OR PILOT LIGHT IS EXTINGUISHED ALL EQUIPMENT SHALL PERFORM IN ACCORDANCE VATH TABLE N1103.1 OF THE CODE _ �nV+ea...o�a�ma.r•vesY.w•-...�.m•> ALL HVAC PIPING SHALL BE INSULATED IN ACCORDANCE WITH TABLE N1103.5 =mnr"a.�:,:,:e,m�'°:•-:a��e�`b�r�nr<...mn.xplb,a..w....,.e,,onv.,w.....,,,.e.,.,.av,.,n..h..,rr, DOMESTIC HOT WATER HEATING EQUIPMENT SHALL BE SUBJECT TO THE MINIMUM FEDERAL STANDARDS THE MINIMUM LOAD FOR UNDER GROUND SERVICE CONDUCTORS AND SERVICE DEVICES THAT SERVE 100 9.OF THE DWELLING UNIT LOAD SHALL BE COMPUTED IN ACCORDANCE WTH TABLE E3502.2 MATERIAL INDEX WOOD NOTES ELECTRICAL NOTES CONSTRUCTION NOTES METHODS W RING ETH.D BEAN ACCORDANCE ACCORDANCE WITH TABLE TABLE 4.E GENERAL INSTALLATION ON AND SUPPOROR WIRINGIE Y REQUIRENEN75 FOR WRING METHODS SHALL BE IN ACCORDANCE WITH TABLE_El702.7 0: ¢ 0 EARTH 1.A minimum of one wa0-switch-eonboRed lighli g oeal a my hd in every Qa r hobnabl,mono,hepeoy,sleivey,altaahad garage,and oIAda,entrance. 1. IHE Al GENERAL CONOR:ONS A.I.D0'A201)ARE HEREBY LINE AN ADMINISTRATIVE PART OF DRAWINGS,AS IF HEREIN WRITTEN 6Q W ® COMPACTED GRANULAR MATERIAL Er«puan:In naNtaMe room:other Man 6tehemv aaa bmnrooms one r more IN FULL receptc"as controlled by a call Srmh are pnnnib d in Reu of Sghlmg 2. WRRIDJ DIVENSIONS SNAIL EWE PRECEDENCE OVER SCALED Y L/7 CONCRETE 1.ALL LUMBER SHALL BE DOUGLAS RR LARCH NO.1 acGete IXWENSGN6. CONSTRUCTION NOTES w== Z 2 In emry kitchen,1 Vy room.&;q mom,den,bNo,dasl room.Irving room, 3. URGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER' C CONCRETE BLOCK 2 All WOOD CONSTRIKMON SHALL COMPLY WITH THE SCALE DRAWINGS.IT 6 THE INTENTION OF THE DRAWINGS TO PRONOE J 0 2020 NYS RESIDENTIAL BUILDING CODE pins,sunmom.bedroom,recreation room,and eimgor moms,recopt.cl. FOR A COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE e9 3 L1 J STEEL utlels muri be installed so Inat.point clang the Roo,line is farther ALLOWED FOR MATERIAS AND/OR LABOR REQUIRED TO COMPLETE Z G O 0 ® 3.ALL WOOD EXPOSED TO WEATHER SHALL BE AC.O.TREATED IN than 12 It measured horizontally,from an outlet,including any an space 2 THE WORK AS INDICATED. AroORDMICE AWPA STANDARDS. R ar more wMe and the won apace owxpiea by$ding panels in estedon 4. CONTRACTOR SHALL Yc70FY ALL DIMENSIONS&CONDITIONS ON THE H JOB AND THE ARCHITECTS OFFICE MUST BE NOTIFIED OF ANY VARI- T-1 PROJECT INFORMATION >c rr)ALUMINUM 4.ALL WOOD CONNECTORS SHALL BE'SNPSON-,OR APPROrID r°us' ATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THE W nl 0 ® FINISH 1N00D EQUAL 3.A minimum of two 1112 wire 20-A small opp5anu circuit.ore rM d to serve DRAWINGS.PROVIDE DIMENSIONS SUBJECT TO ACTUAL FEUD COND- G.�! N any.mall app6a-ouUal,mtlu&ng retr,yemB.equ;M io t6a IRONS AND NO CREDITS OR EXTRAS WILL BE ALLOWED FOR D6CREP- 5.IN ACCORDANCE DESIGNATED G 'MICRO-DIN'SHALL 6E YAIDESIG RIREO Mc,,n,pantry.lining ANCIS UP TO 2'-0'IN ANY WAUREMENT. ROUGH WOOD ng mom.brcaMmt mom.c�ton,�y room Both cim,11 ARCHITEC7URALS ® S ACCORDANCE WITH'GEORGIA PACIFIC'STANDAB5P DESIGN et LpeA W the Ntchem Me other moms may be served by one r both I 5. CONSTRUCTION ONSLRU RDIN NOES.COMPLY WITH Al FFDEINM•STATE AND IhAL STRESSES ARE AS FOLLOWS:EB.2,BDOPGI.FV-285PSL them.No other outlets m he connectra to these throb,v CODS OFOR N RAILS AND REGVUBONS.CONTRACTOR IN SHALL ® BAIT INSULATION 2.000.000 PSI, M �o ARRANGE FOR AlPLL NECESSARY PBMIIS AND 06PECfIDNS INCLUDING PLOT-1 PLOT PLAN n ode mstabed uley for an Hectxie clock.In kitchen and&w,g THE MCUPANCY CERDFlCATE r; RIGID INSULATION receplaale oWele muri ee in HlIed at each and every counter spore 6.MID P CIOR SHALL BE RESPONSIBLE FOR ACEDUAIELY BRACING A-1 DECK FRAMING&FOUNDATION O sitar Mon 72 1.. AND PROTECTING Al WORK DURING CONSTRUCTION AGANST SAND DAMAGE BREAKAGE CIXLAoSE.DISTORTION AND MISAUCNMENT n 4.A minimum of one/12 wire 20-A cirait muri be provided to soppy the laundry ACroRONG TO APfi1GABLE ro05.STFNDARDS POND GOOD PRACTICE A-2 DECK PLAN rcceptecle(e),and R may ham no other outlets. 7. CONTRACTOR SHALL DISCONNECT,CAP AND REROUTE ANY EXISTING WATER SANITARY OR❑CLOY UNS IN AREA OF NEW FOUNDATIONS A-3 DECK SECTION&DETAILS dale: 5.Al least one receptacle outlet must be inrialled N the bathroom rvor the AND SHALL USE HAND EXCAVATION IN AREAS OF SUSPECRD �'` F. basin and must be plaAded wIh ground fault ei-At interrupter pmt.atian. UNDER GROUND WRITS AND SERACS.IF ANY UNS ARE BROKEN S Y M B©L INDEX PROJECT S.1� . code reeulres sufRaimt 15-end 20-A aimultc to guppy three wafts of po.r OR DAMAGED,THE CON RL OR WELL REPAIR AND REPIACE SAME A-d GENERAL NOTES&SPEC'S fa ve.••vv'rumume fool of floor spots,xrof,including VV 9e aril open patch AT H6 OWN EXPENSE AND ARRANGE TOR PROPER INSPECTION Or Salt. .Ni code z"I, bon o one omuA Dr 600.q R;ore"I pa H6 WORK 500 sq R Ts dmirvbia. A THE ISTALL FRIN OF ALL YAIERWB AND PROWC7S SHALL MEET Al L9CP1 FIRE DF➢AANFNT'S REOLIIE11ENf5 AND REWUHOfb, r V,n 6 7.A minimum of ore eatIn or recxptoide oAlel Es mCC�ired(two ere desirable) PROOF OF WI-0CH SiWl BE FVRNISHm i0 THE FIRE 1!ATSHAIL H: cod must be provided w.M ground foul urcuR IntertuDler p tial'.. PRIOR TO THE R6TAlU"I OF SUCH W18NLAL5 AND PRODUCTS. 444. � AREA OF DECK - 1,500 S.F. B.A minixnam a-rcceplado aah.t s ea in basement and 9. MATCH All.EX60NG COMMONS AS THEY RELATE TO RNISHS. C.WKuahn �/e n DEiAL NUMBER s INTERIOR ELEVATION mquk garage,is UGIfIMG COURSING.DIMENS:DNS,NOGNT.Al1CNMENi,ETC.MINE addition to the one Mthe-ota,p attached garogn it onus;be pmidetl AND RELOCATE ANY PARTIMNS,WfdNC PLUMBING AN0 OIFI'NQRN CI^eLl.td "-r SHEET NUMBER xns(,Aa)u MARK wIh ground Cook Grcvit inlemupter protection. TINT NAY BE CONCEALED W WA115 OR fADNGS BONG PMSEO. �' 9.Ma b0din odes TO PROWOE A COMPLETE JOB IN ALL PESPECR. ��SECTION NUMBER Mary h e require n smoke detector in Me hallway outside bedrooms 10. PROWOE ALL BLOCKING AND SUP STALL AS REQUIRED FOR FRAMING ENLARGED PLAN on above the sfainoy leading b upper floor bedmomz OF NEW AND FISTING AFF/S.INSTALL AND REMOVE (ANAFTER o CL no: Q SHEET NUMBER MARK 10.Disconnect.niMhae arc regwred. SSCCREE'NS TO)AAEOLITEMPELY SUSTAINSUPLORTS WS AlID PROTECT US, R 4 ELEVATION MARK I. FIXASHwGW NG SFPCA/MLL D OF ANY AMAGES OF NEW ANDINE%S NG Qf-- PARTITION TYPE ARCHITECT'S STATEMENT S'VIALS PHD PIN EfRATONS TO TO FORM A WAIEA i1GM 1O DOOR MARK ASSEMBLY.AJL BASHING TO BE 16 OUNCE COPPBN SHEBININC AND Q WINDOW MARK � KEYNOTE SYMBOL 12. ALL BEOcnaC BID BSHALLl -C''S DU RUL6�AND REQ1U710N5 Q REVISION MARK V' --COLUMN CALLCUT OF THE NATIONAL ELECTRC CODE AND N.Y.STATE BOMD OF FIRE etl'Y UNDERMNITEIS. THE FlMIL CERITCATE OF PPPROJAL MIST BE PRSENIED TO THE ONNER PROR TO FINAL PAnEM. T-1 _PROPERTY LINE 13. THE ENNRE PREMISS,D610e ANO OUT,SNNL BE CIFANED OF ALL ® ROOM MARK -- LEASING LINE DUS AND EXCESS NAIE%U5,10 THE 51BSFALTWN OF THE y MA, INCLUDING VBELS MD PR0IECME LCABNGS ON ALL drallo-r�AflE 0.00 SPOT ELEVATION MQTEST lA. BRAVEST FOR FINAL ONZO T MUST BE ONT"CINIED WITH A WAVER OF DENS,STONED BY ALL SUBCAMRALTORS AND EUIERIAL TITLE SHEET SUPPURS,IN ADDITION TO THE GENERAL CONTRACTOR. ,r J N 40° 32_40" W 100.02' z �Zllll ' 1, 1 BOARD CF...t'cTc"FS W I TOWN OF SOU:::LD co DATE �- 0}< T " owe - mZ o Opp 1 , W aom I J� �I 3'KiCE W000 FRAMED WALK-WAY Q O� 1 , SET ON SAND SURFACE ZN I , M U 1 , VIN 1 , I ' 1 1 , 3<,5' t EXISTING 2 STORY OWELUNG I 1 Q I 10.2' 2ND FLOOR DECK , W O 2ND FLOOR DECK lv O LL I O 1 1 0 I Lo ,0 Y • W ' `' 1 1 ¢ Q O w Z o L- ----y-- - ------ S 39' 24' 00" W 100.00' o W o a In dzte: MARCH 2O26 NORTH SEA DRIVE ,°-20'-0' drams�{: ckecied by. 1 PLOT PLANC.WK�ehn �G��tDG 1" = 20'-0„ 26029 14 -ILA Z ST-1 Y dramm,ilUe vLOT vuN I �� Jllw 2 5 2J2b — 6cuu::tws� Rti+'l CSm:'•i •-0• F-1 F-1 • HEADER AS INDICATED .0 COLUM COLUMN/POST AS INDICATED I ul of LLJ <1 I I I I I <1 it I NI I I NI I < I � I� NI m F-2 'INSTALL ON MRY NEW HEADER,2 PLCS 2•%12'ACO F.J I I I -1 U r SIMPSON STRONG—TIE PC66 F_3 1 SCALE:NDT TO SCALE 2•X12•ACO F.J. • �— ip}.. ®t s'0.C. 'I x 3 Q i al U)10 Ci 1 W O��1 1 1IV Om Iwl j r lFT �I I I !V ON j LL_Q Z ID N 4X4 CCA POST SIMPSON STRONG TIE of I NI TIE-LCS ql I I I I VI F-2 nl I I I I r lyl li I I�I POURED CONCRETE I n I I 1 EXISTING WELLING FOOTING TO BE GRADE LEVEL 3'-0"BELOW GRADE I 2'X12'ACO F. I ' 0 16. I F T17 1 I ! TIE SIMPSONLCB STRONG— uP I POST / PIER CONNECTION Imo' Li >—ii� ill al 3•WDE W000 FRAMED WAU(-WAY 3'-0' S'-R' �1 F-1 ! SET ON SAND SURFACE scAtE:NOT TO scn1E ! F-3 F-4 F-<F — I I 1 I 1 I I N1.1• 4"THICK POURED CONC•SIDEWALK a .w F-4- —-F SIAD ON GRADE I� m 2'X6• C F.J I I ®16 16.O.C. -I F-1 FOOTING: ——--1 I�i2•X12•ACO F.J.A I I I 0•-D. v; 1 2T'-3�' Q Q O ®1 •I I F,2 aQ 3 12' DIA. POURED CONCRETE PIER — I OVER 24"X24"X12" POURED CONC. I I�I x z N z FOOTING W/ (3) #4 REBAR EACH _ F-a o WAY AT BOTTOM TO MIN. 36" al ` 2•.1L A O FJ BELOW GRADE OVER "HELICAL" «I o 0 METAL PILE - PILE TO HAVE A xl < XI ( v w MINIMUM DEPTH OF 5'-0" BELOW cr x 2•%12•ACO F.J. 2'%12•ACO F.J. O �.CA O BOTTOM OF FOOTING I« 1• 0 1s•o.c. �xl ®1s•o.C. xl a m I F-1 N' n1 F-i r'R F- l,l •'v F-2 R 2 `��'1 F-1 I I I I I FOOTING: o -- I I , I I I MARCH 2O26 12" 12 DIA. POURED CONCRETE PIER —— — — OVER 24"X24"X12" POURED CONC. 1/4'-1'-0' FOOTING W/ (3) #4 REBAR EACH dram I q: WAY AT BOTTOM TO MIN. 36" BELOW GRADE '-D 4'-10' 12'-0' 12'-2' 13'-1' 3'-0' CIICCICCd b;{: C.W.K"ehn 46'-4' F-3 FOOTING: project no; 14" DIA. POURED CONCRETE PIER 26029 FOOTING TO MIN. 36" BELOW GRADE 1ST FLOOR PLAN y4' _ l'—O" A-1 dratyricl tdc DECX FRAMING k FWNDAION n Fz C,f F " "'I JU,• 2 9 2n �J C:C(Cl:v".'cf ,�1-(i\.SHEC RIGID SAD OVER 1 (R-5)P.IGD FOAM BOAR] 1/2"P_-OOD SHCATHIKG FLASHING FOR WATER TIGHTNESS qFULLY "DIA.HOLE 0 16'O.C. DAR DECKING CDGCR WITH FASTNERS:RiDANCF W T,TABLE P.50].21IWOA A=PROVFO GAI.V.JDIS'HANGFPS1/2'GA EOLT5 F`I6'O.C. =O �DCVICC—MN.75C LB.CAPACITY.S—ACGERCG TOP h DOTTOI! J .<LOCAICONS,EVENLY OISTRIHVTEED DOCK&ONE WT111',N 2--OF EACHF LFDGER. HOLD D,IHDEV:CES SHALLE`dGAGE DECK JOIST PER HC_D—DOWNACTURE.LY THREADED 3/8"DIA.LAG SCREW PREDNILLED T x 3Q W/MIN'MJM 3"PCNCTr ATC4 TO CENTER Cr T-IC 1 GO cn U ova DECK LEDGER DETAIL " j w ao. a� 3/4"= 1'-O" —i I Z 2ND FLOOR DECK/WALKWAY I = n COMPOSITE DECKING _ DECK AREA-361 S.F. I ' V I M 2ND FLOOR DECK I CCM?05TTE DECKING 'II E K AREA 9DIS'. LLMy C j I I i VERIFY NO.OF STEPS PER HEIGHT FR OM GRACE TO DEC( TREADS 6 8'-0'X 12' . i EXISTING DWELLING I RISERS E0.®6 1/6'MAX 2ND FLOOR I I I I 0 4-0 4 2• I � I I _ __ I I I I I VERIFY NO.OF STEPS PER _ Ica=II 7 0_ HEIGHT FROM GRADE TO DECK I 0 TREADS®B'-O'X 12' I w 6Q RISERS E0.C 6 1/6"MAX W V: 1 1 _ Z I zot� O N H.�' ♦- N _LOOR DECK fl/WAILY 'I o w 1� 0 ITE i �UMPOS DECKING. I `p, fN D AR -1,19 S. L date MARCH 2O26 Yw'C: 1/4'-1'-O' dram 6�: 46'-4• J"OJ L' C.W.K-hR proi_<ct re: 2ND FLOOR PLAN 26029 Y4 = �'-o' v A-2 I draoulq tlY,le DECK PLAN R502.8 — CUTTING, DRILLING AND NOTCHING: STRUCTURAL FLOOR MEMBERS SHALL NOT BE CUT, BORED OR NOTCHED I IN EXCESS OF THE LIMITATIONS SPECIFIED IN THIS SECTION: R502.8.1 SAWN LUMBER: NOTCHES IN SOLID LUMBER JOISTS, RAFTERS AND BEAMS SHALL NOT EXCEED DINE—SIXTH OF THE DEPTH OF THE MEMBER, SHALL NOT BE LONGER THEN ONE—THIRD OF THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN 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 ) 7 OR GREATER IN NOMINAL THICKNESS SHALL NOT BE NOTCHED EXCEPT 5/4'X 6'COMPOSITE DECKING L AT THE ENDS OF THE MEMBER. THE DIAMETER OF THE HOLES BORED OVER 2"X 8'AGO F.J.0 16'D.C. OR CUT INTO MEMBERS SHALL NOT EXCEED ONE—THIRD THE DEPTH OF a THE MEMBER. HO T LE SHALL NOT BE CLOSER THAN 2 INCHES TO HE w m TOP OR BOTTOM OF THE MEMBER, OR TO ANY OTHER HOLE LOCATED I IN THE MEMBER. WHERE THE MEMBER IS ALSO NOTCHED, THE HOLE !1 SHALL NOT BE CLOSURE THEN 2 INCHES TO THE NOTCH. GUARD RAIL 0 36"ABOVE RS02.8.2 ENGINEERED WOOD PRODUCTS DECK W/"CABLE RAIL' ICI YM BALUSTRADES SPACES AS NOT COMPOSITE TO ALLOW KrD CUTS, NOTCHES AND HOLES BORED IN TRUSSES, STRUCTURAL W'A 4'DIA.SPHERE LUMBER, STRUCTURAL GLUE—LAMINATED MEMBERS, CROSS—LAMINATED TO PASS THROUGH ANY AREA x TIMBER MEMBERS OR I—JOISTS ARE PROHIBITED EXCEPT WHERE PERMITTED BY THE MANUFACTURE'S RECOMMENDATIONS OR WHERE THE EFFECTS OF m z SUCH ALTERATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF THE V I U p r'p MEMBER BY A REGISTERED DESIGN PROFESSIONAL. r� a0m 1 a J =l (3)2'X 8•AGO GIRDER PROVIDE B'.'ACD DGER ` Z N BD.BOLTED TO EXIST G _ RIM JOIST V/I/B'DI THROUGH BOLTS w/VASHER 6 T @ 16.13Z h STAGGERED TOP 6 BOT OR PROVIDE 2"XB"AGO LEDGERd BD.BOLTED TO EXISTING X4"AGO POSTS ( 1 16' TYP. RIM JOIST W11/2' THROUGH v BOLTS O.C.STAGGERED GERED A I I Ilk, TOP&BOTTOM z O O 2'MIN. LEDGER DETAIL L. y,T NOTE: INTERIOR THROUGH BOLT CONNECTIONS MUST BE I I READILY VISIBLE FOR INSPECTION. F-1 FOOTING: TABLE R507.2 — DECK LEDGER CONNECTION TO BAND JOIST 12" DIA. POURE)PIER CRETE PIER I OVER 24"X24"XURED CONC. (DECK LIVE LOAD=40 PSF,DECK DEAD LOAD=10 PSG,SNOW LOAD<40 PSF) FOOTING W/(3EBAR EACH WAY AT BOTTOMIN. 36" CONNECTION DETAILS 6'&LESS 6.1"TO 8' Br TO 10'10.1'TO 12'12'1'TO 14'14'1'TO 16.161"TO 18, BELOW GRADE "HELICAL"' METAL PILE — O HAVE A MINIMUM DEPTH '—O" BELOW 1/2"DIAMETER LAG SCREW WITH 1/2' 3D' 23' 18' 15" 13' 11' 10' BOTTOM OF FO MAXIMUM SHEATHING tee. SHEATH(SHEATHING R BOLT WITH 1/2•MAXIMUM 35" 36• 34' 29• 24' 21• 19' F-2 FOOTING: 1/2'DIAMETER BOLT WITH 1'MAXIMUM 36' 36" 29" 24' 21" 18" 16" 12" DIA. POURECRETE PIER sEa. a OVER 24"X24"XURED C(ONC.Ledger shell be fiaah d In aaa dance with Sea R703.4 to pewht wmer from amtaati,g the haaae band pier FOOTING W/(3) EBAR EACH > e. Show load ehall not be aaeam,d to act concurremly.ith li,lead. WAY AT BOTTOMIN. 36" eThe tip of the lag screw shall fully eetend beyond the inside face of the band'pint W . Sheathing shell be wood e",t=l penes or solld sown Iamber. BELOW GRADE ci e�i i Shoalhung shell be permitted to be wood stmct.lol panel,gypsum board.Fiberboard,lumber or loom sheathing. Up to 1/2'thickness w Z We"— of stacked washer shall be permitted to substitute for up to 1/2'of allowable sheathing lhlakness where combined.0 v od S atraaturel panel er lumber seething. SECTION T H R U UPPER DECK .0 o a F-3 FOOTING: TABLE R507.2.1 14" DIA. POURED CONCRETE PIER 1/4" = 1'-01, PLACEMENT OF LAG SCREWS & BOLTS IN DECK LEDGER & BAND JOIST FOOTING TO MIN. 36" BELOW(GRADE a a MINIMUM END&EDGE DISTANCES&SPACING BETWEEN ROWS TOP EDGE BOTTOM EDGE ENDS ROW SPACING MARCH 2O26 LEOGERo 2 INCHES d 3/4 INCH 2 INCHES' 1 5/8 INCHES b e5cale. 1/4' BAND JOIST a 3/4 INCH 2 INCHED 2 INCHES' 1 5/8 INCHES b d-am by: Lag screws or bolts shall be staggered tram top to bottom along the hari—tal run of the deck ledger in accordance with figure R507.2.1(1). b Moaimu.m 5 inches a For ehyinaared rim joist,the ma—facturo's recommendations shall go`an. d. The minimum distanee from bottom row of lag screws or bolls to the top edge of the ledger shall be in oocordmce with figure R507.2.1(1) C.W'.Kaehn P-OJeLt no: 26029 NOTE: ALL WOOD WHICH COME IN CONTACT WITH CEMENT OR GRADE MUST BE PRESSURE TREATED ( ACID ) WOOD zhee;.Y _ A-3 draWinq tlUe SECTION/DETAILS 1�1 y TABLE RFOUND TIO 1 If fo 7 0 7""t � PLAIN MASONRY FAN WALL$ TABLE 301.5 � - - TABLE 3.2A z" ANCHOR BOLTS - SILL PLATE TO FOUNDATION TABLE 3,2B Bottom Plate to Foundation Connections PLAIN MASONRY MINIMUM NOMINAL WALL THICKNESS MINIMUM UMFORMLEY DISTRIBUTED LIVE LOADS CONNECTIONS RESISTING SHEAR LOAD FROM WIND (Anchor Bolts) Resisting Lateral & Sheer Loads From yyind (inches) - Exposure B (Prescriptive Alternative to Table 3.2) - Exposure B (Prescriptive Alternative to Table 3.2) b SOIL CLASSES USE LIVE LOAD MAXIMUM MAXIMUM Three seems Dual vse-(mpn) 85 90 1 100 1 110 1 120 1 130 140 1 150 Taree Se and WALL UNBALANCED UNINHABITABLE ATTICS WITHOUT STORAGElo 10 so (-0) 85 90 iW no 120 13D LLD +5a randalbn BmtDiNG[WE 40N I/2'ANCwoR BOLTS HEIGHT BACKFlLL GM,GC Sc.MN, SuPpylfnq maLA To BaRmm Plate le roll-Rum r«na.um 3x ,REAR ALL aNE(r1) MfMazfl Or BOLTS REOInREO IN sMARI}'ALL IlPte any Sol Oonntttian Re4x1 g Sappmllnq (feet) HEIGHT GW,GP EM,EM-SC ML-CL and b 9 4a.kaum Ancnm Bel so«xq(„.j (feet)c SW and SP and ML inorganic CL UNINHABITABLE ATTICS W/LIMITED STORAGE 20 12 2 2 2 2 3 3 1 4 16 2 - ] ] } 1/2'.-Bets n r� 1 STORY 20 2 3 3 e 4 5 5 6 1-J a 6 soli7 or 6 scli7 or 6 sali� or HABITABLE ATTICS&ATTICS SERVED W/FIXED STAIRS 30 24 3 3 5 6 6 ] slyiea 5 6 SOIi� Or B 10 32 3 < 5 5 6 6 a ja Lafne and 9�am Loons BALCONIES ( EXTERIOR ) AND DECKS a 40 36 4 5 s 7 e 11 5/9'Maher Bata r� 40 < 5 6 ] e 9 10 12 1-3 6 4 6 SOILd or 6 s01iQ Or 16 Sold or 50 5 fi ] 6 10 11 13 15 Slorlea 43 5 6 soI0 ar 6 10 FIRE ESCAPES 4p 6D fi ] s 1D 11 a Is n z a 7. 7 e 9 1 13 15 16 2D 6 8 to 12 eD e 9 13 5 fi zo 23 07 GUARDRAILS AND HANDRAILS d 200 20 3 s 6 7 e s TABLE 3.2C Sill or Bottom Plate to Foundation Connections 1 7 4 6 soli or ' B 6 24 4 < s s > 9 to u 5 6 sali� or 10 10 f 2 SIMY 2B 5 5 fi ] B la ,} (Anchor Bolts ) Resisting uplift Loads From wind W�- N GUARDRAILS IN-FILL COMPONENTS 50 32 s 6 T s 10 11 Ij 1s n N 6 10 z o Bali& 0 6 7 a is 12 ;: ;6 ;a - Exposure B (Prescriptive Alternative to Table 3.2) Y 7 i2 la SaliC 12 solid a a 60 6 9 f0 12 15 1) 2a 2S PASSENGER VEHICLE GARAGES 50 60 9 10 12 15 1e 21 24 rr Twee Sec.,n,a1 8 = 6 salidd cr 6 SOIicf or 8 70 11 12 14 11 20 24 ze ]2 speed(m OO sph) as 90 I 110 120 130 UO 150 0_' 5 6 14 or 10 12 ROOMS OTHER THAN SLEEPING ROOMS 40 eo 1z 1_ +s 20 2! 27 32 }6 :r o 6 10 12 12 sclid 11 Bat^om Ptale 10 Foanaallm a ndalt V t0�" m Bet ca`_Ikn Reskl !WT-un Moimum Anrnm Boll Seac6lq(ktj x 26 6 J�""'411 Ia 1] 15 16 - 3 Q 7 12 12 soli FcotnotE SLEEPING ROOMS 30 3 sroav 32 ] i' '3 'S '] 20 o w 4 d 3fi e 2 1x 17 2O 22 e'End Zue. I m z g 10 solid 12 solig Footnords o e 1< 1s 15 2z a 1-3 p a 50 10 .] Stmin ]2 ]0 49 39 ]! 2B 25 23 //1 l a{ d STAIRS 40 60 12 2D 24 2e }2 }> vdm Waco V I ��N9 4 6 solidorS 6 soii'v 0 8 )0 14 23 26 32 36 <} Inter iu,es 1 1 a a-0 BO I6 27 32 3) _ <a 1-J LJJ ffyV 5 B 10 12 4. 72 s7 <5 36 Ss w 21 J IL 6 to 12 12 Selig stm.'ea 7 12 12 Selig FaotnotLe en Q O ago 12 solig Foatn 4 Footnore Anchorage required to resist lateral loads shall be determined in the foundation Z N 8 design per section 1.1.4. 1 Prescriptive limits are based on assumptions in Table 3.2 g FOOtrotL9 FootnorLa Footnorcc Q 1 Personptive limits are based on assumptions in Table 3.2 2 Wren anchor bolts are used to resist uplift,tutored,and shear loads, I T M the maximum anchor bolt spacing shall not exceed the lesser of the -L Far SI:1 inch= 25.4 rum 2 Anchor bolts shill be uniformly distributed along the length of the sheawali line, tabulated values far uplift loads(Table 3.2c)or lateral and shear ( 1 1 foot 304.8 rum and in no case shall the anchor bolt spacing exceed 6 feet on center. For other loads(Table 3.2B). Far other anchor bolt limitations see Section lJ 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. a.Mortar shal I be Type N.or S and masonry shall be laid in running bond. 3 Sill plates arc assumed to be treated Southern Pine. 3 Tabulated anchor bolt spacing for lateral and shear loads assume walls Ungrouted hollow masonry units are permitted except where otherwise ere sheathed in accordance with Section 3.4.4.2. For other wall sheathing indicated. types the tabulated anchor bolt spacings shall be multiplied by the appropriate sheathing type adjustment factor In Table 3.17D,but in b.Soil clossses are in accordance with the United Soil Classification no case shall anchor boll spacing exceed 6 feet an center. System. Refer to Table RR405.1 4 Far three a-d l,wind speeds gu greater than 110 mph,with a C.Unbalanaceat backfll height Is the difference in height of the exterior tabulated lateral value from Table 3.5 greater than 262 pi;III :;""'+•�:•1( 9 9 bans shill he determined using the loads from Table 3.5. I y. and interio-r finish ground levels. Where an interior concrete slab is ;J'�f,'�.'✓-'3'1 v. provided,the unbalanced backfll height shall be measured from the exterior finish ground level to the top of the interior concrete slob. PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS PER TABLE R-401.4.1 d.Solid grouted hollow units or solid masonry units. a TABLE R403.1 e.Well construction shell be in accordance with Table RR404,1.1(2)or CLASS OF MATERIAL LOAD-BEARING PRESSURE] I Prescriptive limits are based on assumptions n Table 3.2 designshall be provided. pounds per square foot MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS(inches) Proms 2 Yinen anchor bolts are used to resist uplift,lateral,and shear loads, ' g.Thickness may be 6 inches,provided minimum specified compressive Crystalline bedrock 12,000 LOAD-BEARING VALUE OF SOIL(psf) the maximum anchor boll spacing shall not exceed the lesser of the tabulated values for uplift loads(Table 3.2C)or lateral and shear strength of concrete,ft.is 4,OOD psi. loads(Table 3.28). Far other anchor boll limitations see Section Sedimentry and folioted rock 4,000 1.500 2.000 3,000 34,000 3.21.7 and 3.223. TABLE301.7 Sandy gravel and/or gravel (GW and GP) 3,000 Cmlverltional light-frame const -lion 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, Ski, SC, GM and GC) 7' in.embed.n TOP OF WALL ABOVE GRADE PER STRUCTURAL MEMBER DEFLECTION 2-slay, 15 12 12 12 peered concrete �R 404.1.6-4'WHERE MASONRY o Cloy, sandy clay, silty cloy, CIOyeV silt, silt and sandy silt 15'In am.u. VENEER IS USED,6'ELSEB'FRE RAFTERS HAVING SLOPE GREATER THAN i, ML, MH and CH 1,500b 3-story 23 17 12 12 L/180 (� ) Refer to TableWes strengths 2 for 3/12 W/'NO AN. CEILING ATTACHED MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MINIMUM SPECIFIED 4-inch 1hlolio*concreteernlasenr rams ccncrrete ive strengths of INTERIOR WALLS AND PARTITIONS H/180 PER TABLE R-402.2 COMPRESSIVE STRENGTHa(f'c) 1-story 12 12 12 12 Refer to Tables R-404,1.210) _ FLOORS L/360 Wfeatherin otentiol ru R-404.1z1(4)far wall TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION 9 P 2-story zi 1s 1z 12 .) �requirements. Y CEILINGS WITH BRITTLE FINISHES INCLUDING Negligible Moderate Severe Fooling DEPTH PER R-403.3 1 rs o ( L/360 3-story 32 24 16 12 9 () PLASTER AND STUCCO) Basement walls, foundations and other concrete not exposed to the weather 2,5001E 2,500c 2,500E SOIL BEARING CAPACITIES ASPER TABLE R-401A.1 w�_ P 6-rich Salle or fully grouted asonry ANCHOR BOLT SPACING AS PER SECTION R403.1.6 <w CEILINGS WITH FLEXIBLE FINISHES H/360 Basement slabs and interior slabs on grade, except garage floor slabs 2,500E 2,SOOa 2,500E z c� z ( INCLUDING GYPSUM BOARD ) I-dory 16 12 12 12 0 _ Basement walls, foundation walls, exterior walls and other vertical wn� 2,500c 3.000d 3,000d 2-star 19 21 14 Iz ONO&t,1 u'ximam Size.Minimum sizes far concrete and masonry c, ALL OTHER STRUCTURAL MEMBERS L/240 concrete work exposed to the weather y footings shall be as set forth In Table R4DIII and r z 0 0 pure value f t F 3-story 42 32 21 16 The footing width,A,shall be based on the load-hearing value of the m of - EXTERIOR WALLS-WIND LOADS WITH Porches, carport slabs and steps exposed to the weather, sal n accordance with ToWe R401A.1. m - rn H/360 2,500 c 3,000d,a 3,500d,e read footings N PLASTER OR STUCCO FINISHES and garage floor slabs Sip gs shall be at least 6 inches(152)in thickness, o w 0 a.Where minimum footing width is 12 inches,a Fooling projections,P,shall be at least 2 inches(51 mm)and shall not n N single wythe of solid or fully grouted 12-inch exceed the thickness of the footing. EXTERIOR:WALLS-WIND LOADS WITH L 240 a. At 28 days psi. For SI: 1 pounds per square inch = 6.895 kPo. ammal cancrate mosahry units is permitted to he side of Tustin s supporting piers and columns shall be based on the OTHER BRITTLE FINISHES / b. See Table RR301.2 1 for weathering potential. be used. tributary load mid allowable sou pressure in accordance with Table RR402.4.1. date: () 9 P Footings for wood foundations shalt be in accordance with the details set c. Concrete in these locations that may be subject to freezing and thawing during construction forth In 11R403.(2)and Flgma R4031(2)and Figure R4011(3), MARCH 2O26 EXTERIOR WALLS-WIND LOADS WITH L/120 shall be air-entrained concrete in accordance with Footnote d. wale: 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 mrnZ LINTELS SUPPORTING MASONRY VENEER shall not be less than 5 percent or more than 7 percent. 1 pound-4.45 N. drarm by: WALLS _T L/600 e. See R402.2 for minimum cement content. a.Dented gunge moors lied be capable of supporting a aw.lculDlN 2,000-pound hood applied over a 20-square-Inch area. checked bq: NOTE: L = span length, H = span height. b.No storage with .of 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,W: the Cwmponent and Cladding loads for the purpose of acting over on area of 4 square inches,whichever produces the determining deflection limits herein. the greater stresses. 2BD29 b. For cantilever members, L shall be taken as twice the lenght d aong lthamc rtrated load atop. pplied In any direction at any point of the cantilever.. e.Attics constructed with woad trusses shall be designed c. For aluminum structural members or panels used in roof or In accordance with R8o21D.1. sheets walls of sun-room additions or patio covers, not supporting I.See RR5022.1 for decks attached to exterior walls. edge of glass or snndwich panels, the total load deflection 4 shall not exceed L/60. For sandwich panels used in roofs or walls of sun-room additions or patio covers, the total load drawirgtitle deflection sha!I not exceed L/120. CODE TOWN OF SOUTHOLD RECEIVED APPLICATION FOR APPEAL TO THE COASTAL EROSION HAZARD BOARD OF REVIEW JUL - 9 W DATE Southold Town Clerk NAME OF APPLICANT: '(,jL):4 IIIA UauA ADDRESS: 113 Lj�y lid -SFA DRIVE", - 0(_ 1�f(_� NY DATE OF'DECISION APPEALED FROM �r LINE L�,. 2L)2-6 SPECIFIC CHAPTER/SECTION.INVOLVED UA f R j I I THE ALLEGED ERRORS IN THE DETERMINATION ARE: N I/A INTERPRETATION THAT IS CLAIMED TO BE CORRECT: RELIEFS OUGHT: F—X l ST,d z, ?'fo '2.e ierL C �1C�iyr.Wal ' Ai - 4N,a skl'b 'LZWE-L l�l A®DiTi la1N� A��) JC1'11�1M{z. p, (&7J i � .y�Y 1`.�T��1�a,�t� 'Fn��n r..a�1G ��,nC.jCa,t��� �a �►�d i c�c� � *COPY OF THE ENTIRE BOARD OF TRUSTEE FILE INCLUDING ANY RELEVANT MAPS MUST BE ATTACHED TO THIS APPEAL 1 SIGNAtiW OF APPLIOWT Glenn Goldsmith,President ``�QF S0(/ry Town Hall Annex V�Nicholas Krupski,Vice President �� l0 54375 Route 25P.O. Box 1179 Eric Sepenoski l Southold,New York 11971 Liz Gillooly G Telephone(631) 765-1892 Joseph Finora • �O Fax(631) 765-6641 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 Pe.li y.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, I 2 I I ' 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 i 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, I Glenn Goldsmith, President Board of Trustees f y %IQixpo y� W r,�mrsF.��.�.y�.�.��,:���,��.�:�..1.c;.�� _.4,�4,,�.,�.�,�:�;,���:,ry.:�:�.,.,�.�.�.�:•.w.��.:�.�:a�,:,c���:d:;�:°���a�°�N=:�nL�>�::����,�.�:�;.�:��x�. �r.�.� w.,x �)1:. . y•°��a � y -Y.E BOARD OF SOUTHOLD TOWN TRUSTEES a SOUTHOLD,NEW YORK ry PERMIT NO. 10980 DATE: DUNE 10,2026 --� ISSUED TO: JULIA MAVELLIA PROPERTY ADDRESS: 1525 NORTH SEA DRIVE,SOUTHOLD ' SCTM#1000-54-4-17 t� AUTHORIZATION , Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in ZZ er accordance with the Resolution of the Board of Trustees adopted at the meeting held on June 10,2026,and in �, r consideration of application fee in the sum of$5,000.00 paid by Julia Mavellia and subject to the Terms and lal) Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits thefollowing: Wetland Permit for the as-built in-place 'reconstruction of the existing 645sq.ft. raised L,• o•:`. deck with landward 4' wide stairs to a 4'x4' landing to 4' wide stairs to ground, and seaward 4' wide set of stairs to ground; and as depicted on the site plan prepared by , Charles W. Kuehn, Architect, received on June 29,2026, and stamped approved on July 8,2026. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, r' and these presents to be subscribed by a majority of the said Board as of the day and year written above. c *14 g�FFO� cCA eeebg- f� V 5 1t,Pt � P?pike. •4 i� �j 'Yf.81'SY�d.Y1`bC,L."f)P"StG•iN3't�T.'�•n�s'69i .�Sa"iR':A4?u:°ki 7Rv'"t7°YtYY:.Tis'T'iSTllfiu'.JE'd'G/E'.a T. 4'GL"F5i'L'Si.S'u'7'yfiFilFi�.R[ L. 71FGP`•:lYCk7G7f$'".�'�u.u°/d�k77..Y'dfi$J'7. y,y/"P2W$Kd'•Si7,Cfi"i^S7I�� 1 ;J ,� � ..`- �`�e� e, � L` L �;+"•�- L g"a e 1L J � ��;a ,`�/ �'� '� 15.�� n},� r 4 �a ".de� StA�`"`'�"�•• iiy`Tm� e�`e"'-� '�"a'�� Pi`9� 'so°"'a�"�e• f�\n,��'�'� y,s m ee�., a e e, ,q 1 f�Y j-,� •e d00e \ $9ad,:.:P'L 9 '\ ?ti` e�J-e0ele�r .°�li4A...eleP u lded:.�'° �' •Sep °ePe9 :, ,,le a a.. TERMS AND CONDITIONS The Permittee Julia Mavellia, 1525 North Sea Drive, Southold,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this pennit,and the said Pennittee will,at his or her own expense, defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board prior to expiration. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents,and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. A permit issued for work not including,a demolition as per the definition in the Town Code, but subsequent to issuance,the work results in a demolition,the permit is voided and a new application must be submitted. 6. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 7. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 8. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 9. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 10. That the said Board will be notified by the Permittee of the completion of the work authorized. 11. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same: 12. No right to trespass or interfere with riparian rights. This permit does not convey to the pernittee any right to trespass upon the lands or interfere with the riparian rights of others.in order to perform the permitted work nor does it authorize-the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President Qf SoUTy Town Hall Annex Nicholas Krupski,Vice President ��� �l0 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly G ' Telephone(631) 765-1892 Joseph Finora Fax(631) 765-6641 olycON% BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 8, 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 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, and Chapter 111 of the Southold Town Code, Coastal Erosion Hazard Areas, application dated May 15, 2026, and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policy 4.2 and 6.3 of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: issuance of a Wetland Permit; upon Trustee review, the structures do not diminish the existing vegetation in this location; 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, 2 WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the project complies with the standards set forth in Chapter 275 of the. Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees APPROVE 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 June 29, 2026, and stamped approved on July 8, 2026. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $ 50.00 Very truly yours, Glenn Goldsmith President, Board of Trustees SOUTHOLD. TRUSTEES No. lO°�4S O Issued To 5ut:a Mave11 ;A Date, .Address �SaS Not%` Se-c% b r:�f�� SO�►� o1l THIS NOTICE MUST BE DISPLAYED DURING CONSTRUCTION ,TOWN TRUSTEES OFFICE TOWN OF SOUTHOLD SOUTHOLD; N.Y. 11971 TEL.: 765-1892 GENERAL NOTES I NOTE' ENERGY CODE COMPLIANCE STATEMENT NOTE: I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL NO WORK TO BE STARTED UNTIL EVIDENCE OF WORKER 5 COMPENSATION INSURANCE STATES THAT TO THE EST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL AND DISABILITY BENEFITS COVERAGE IS FILED AS REQUIRED BY SECTION 57 AND 220 SUBD.e OF THE WORKERS'COMPENSATION LAW OF EXISTING DECK REPAIR TO DWELLING AT JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE STATE OF NEW YORK THE ECCC 2025(CHAPTER 11 )PATH THE NYSECCC 2025 SUPPLEMENT. ALL WINDOWS SHALL HAVE GLAZED OPENINGS PROTECTED FROM WIND BORNE .�9 ,.�a MIRTH SEA DRIVE p T�1--� DEBRIS MEETING THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 11 5 5 ICI IR it IHI SE /1\ Il RI U/ {#� AND ASTM E 1886 REFERENCED THEREIN.IF PROTECTIVE PLYWOOD PANELS ARE 1L L� 1 V 111111���111 Jl JJJLLL JJJlll //LJJ...)"'JJJiliJJJ l"11 ll/'��3111���.1� VV JJJLL"'/// APPLICABLE CODE AND STANDARDS BEMC USED FOR WINDOW PROTECTIVE,ALL PANELS SHALL BE MARKED AND STOREIT" /-� ON SITE. REFER TO SHEET T-5 OF CONSTRUCTION DRAWINGS FOR ADDInONAL''-,I 2025 NYS FIRE PREVENTION&BUILDING CODE SPECS&DETAILS SOUTHOLD, 2025 RESIDENT AL CODE OF NY STATE E NEW YORK 2025 EXISTING BUILDING CODE OF NY STATE SEPTIC SYSTEM AND DRY-WE LS SHALL BE CERTIFIED BY OWNER'S RS./P.E. 9 2126 �✓ TOWN OF SOUTHOLD, SUFFOLK COUNTY 2025 ENERGY CONSERVATION CODE OF NY STATE COMPLETION OF THE WORK WELLS 2025 PLUMBING CODE OF NY STATE A FINAL SURVEY MUST BE SUBMITTED AT COMPLETION OF JOB of 2025 MECHANICAL CODE OF NY STATE r•:=e:ma, 1 NFPA 70: NATIONAL ELECTRIC CODE NEC, 2023 EDITION ELECTRICAL UNDERWRITERS CERTIFICATE MUST BE SUBMITTED AT Paa•nafTrrrs W c0 ( ) COMPLETION OF JOB. I- TON 2024 ANSI/AWC WFCM NO FOOTINGS PLACED OP,DRY WELLS COVERED UNTIL APPROVED BY INSPECTOR f1 ^N ICC A117.1 - 20217 FOUNDATION SURVEY SHALL BE SUBMITTED ANT)APPROVED BY THE BUILDING V INSPECTOR PRIOR TO FRAMING 3-W DRILLING AND NOTCHING OF EXTERIOR WALLS AND BEARING PARTITIONS SHALL COMPLY WITH SECTION R602.6. DRILLING AND NOTCHING OF TOP PLATE SHALL COMPLY WITH >v SECTION R602.6.1. - Xc 3 Q THE MAXIMUM WATER CONSUMPTION FLOW RATE AND QUANTITIES FOR ALL PLUMBING I Go 2 LL FIXTURES AND FIXTURE FITTINGS SHALL BE IN ACCORDANCE WITH TABLE P2903.2. ,n 0 O Fp BATHTUBS NTH SHOWER HEADS AND SHOWER COMPARTMENT FLOORS AND WALLS 1L ,I`v a p� SHALL BE FINISHED WITH A NONABSORSENT SURFACE EXTENDING TO A HEIGHT OF W(Ry/ a NOT LESS THAN 6'-0'ABOVE THE FLOOR J LL F I K OF THE AND LIRETUB/SHOWER COMBINATIONS SHALL MI EQUIPPED WITH CONTROL VALVES LL Q 2� OF THE PRESSURE BALANCE,THE THERMOSTATIC MIXING OR THE COMBINATION PRESSURE Q N BALANCE/THERMOSTATIC MIXING VALVE TYPES WITH HIGH LIMINT STOPS. T 1. PROJECT INFORMATION FffMftb A®LE WATER OPENINGS AND OUTLETS SHALL BE PROTECTED BY AIR GAP,ATMOSPHERIC- _ Mo TYPE VACUUM BREAKER,PRESSURE TYPE VACUUk1 BREAKER OR HOSE CONNECTION BACK-FLOW PREVENTER. `J 0 SEPERATE SHUT-OFF VALVES WILL BE PROVIDED FOR EACH BATHROOM&KITCHEN TAaLE AsoT.x1A NMAN<ANp c[aGRAmTlG P6lcx cRMFRu ALL CONNECTIONS TO THE POTABLE WATER SHALL CONFORM TO SECTION P2902.4.1 THRU P2902.5.5 _ sAss'[s ANUAL A SOIL OR WASTE PIPE,OR BUILDING DRAIN PASSING UNDER A FOOTING OR THROUGH A FOUNDATION WALL SHALL BE PROVIDED'NTH A RELIEVING ARCH;OR THERE SHALL BE BUILT ova A TI Ta rev w+tier 1«tnM1°` m I1 u alwFNxT m'"��{s INTO THE MASONRY WALL A PIPE SLEEVE TWO PIPE SIZES GREATER THAN THE PIPE PASSING I-, OWNER: DOMINICK MAVELLIA THROUGHT. PIPING SHALL BE INSTALLED IN TRENCHES 50 THAT THE PIPING RESTS ON SOLD AND CONTINUOUS ",� S�•.A. MO . NANTE 3P rs• vEs mire Asa BEARING �. - mm�r a JA 2ND FLOOR DECK REPAIR PROJECT DESCRIPTION: DRAIN,WASTE AND VENTING PIPING AND FITTING MATERIALS SHALL COMPLY WITH TABLE P30021 Pe PROJECT n au E arm BUILDING SINTER PIPING.AHD FITTING MATERIAL SHALL COMPLY NTH TABLE P3002.2 `)• ' PLANS ARE IN COMPLIANCE WITH 2O25 RESIDENTIAL na re APPLICABLE CODE: BUILDING CODE OF NY STATE ( PUBLICATION DATE 07 2025 ) THE WATER SUPPLY FOR DISHWASHERS SHALL BE PROTECTED BY AN AIR GAP OR INTEGRAL pen. 1s m Tr a• BACK ROW PREVENTER Pam° wrd barY�n a°a'm a aM'R,=• �aW �" N N AND 2025 EXISTING BUILDING CODE OF Y STATE >S Mvn rcW>I• Medrem nAS55% 32 GP@sp'RH THE DISCHARGE FROM CLOTHES WASHING MACHINES SHALL BE THROUGH AN Alft BREAK THE ENTIRE PLUMBING S."STEM SHALL BE TESTED IN ACCORDANCE`NTH SECTION P2503 OF THE CODE CONSTRUCTION CLASSIFICATION: WOOD FRAMED ALL HEATING,_VENTILATING AND AIR CONDITIONING_SYSTE_MS AND WORK SHALL BE INSTALLED IN ., �...w ., -ACCORDANCE WITH CHAPTER 13 F THRU 24 O THE 2020 NYS RESIDENTIAL BUILDING CODE ALL xri.n.,,.<..,amr.��m,. am.mmwe,.a�.are°..e�m.emse.e.v.,.n�n....•....u...w�e uN..no-�,�e,�,. LOCAL RULES AND REGULATIONS AND AS SPECIFIED BY THE LATEST EDITION OF THE NATONAL """ "` "" OCCUPANCY: SINGLE FAMILY RESIDENCE FIRE PROTECTION ASSOCIATION. ^ao-.m.aramamrea.w. e..»nsv.o.w«.na,..xa..e.o ALL MECHANICAL SYSTEMS,EQUIPMENT,APPLIANCES,ETC.MUST BE LISTED AND LABELED AND u,m.•,...•:+mo.�..°m .nwa n.a�wMuoem�l+�a�°rw.�o i�tl a LOW INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS,USTING/LABEL AND THE CODE FIRE HAZARD: ALL FUEL.GAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS SHALL BE EQUIPPED WITH N/A FLAME SAFEGUARD DEVICE.YMICH WILL SHUT OFF THE FUEL SUPPLY TO THE BURNER WHEN THE FIRE SPRINKLER SYSTEM: FLAME OR PILOT LIGHT IS EXTINGUISHED ALL EQUIPMENT SHALL PERFORM IN ACCORDANCE WITH TABLE N1103.1 OF THE CODE _ ALL HVAC PIPING SHALL BE INSULATED IN ACCORDANCE WITH TABLE N1103.5 DOMESTIC HOT WATER HEATING EQUIPMENT SHALL BE SUBJECT TO THE MINIMUM FEDERAL STANDARDS THE MINIMUM LOAD FOR UNDER GROUND SERVICE CONDUCTORS AND SERVICE DEVICES THAT SERVE 100 9.OF THE DWELLING UNIT LOAD SHALL BE COMPUTED IN ACCORDANCE WITH TABLE E3502.2 M A T E R 6 A L INDEX WOOD NOTES ELECTRICAL NOTES CONSTRUCTION NOTES WIRING METHODS SHALL BE IN ACCORDANCE Wl-TABLE E370L2. ALLOWABLE APPLICATIONS FOR WIRING METHODS SHALL BE IN ACCORDANCE WITH TABLE 3701.4. GENERAL INSTALLATION AND SUPPORT 1' REQUIREMENTS FOR WIRING METHODS SHALL BE IN ACCORDANCE WITH TABLE E3702.1 EC ¢ ca-- O EARTH 1.A minimum of ore wall-s kh-controlled Rghting outlet S requied in every a � } 1, THE 0.1A GENERAL CONDITIONS (DAIARAW, DOG.A201 ARE HEREBY MADE F- 3 habitable ream,h eWoy,stoirvay,a the, gomge,and outdoor omeor. pN ADNINSTRAWE PART OF THESE DRAWINGS,IS I�HERDN WITTIER QQ ® COMPACTED GRANULAR MATERIAL Exception:m naNdaae room:Omer tear kaenens and batnraoms ore or IN FULL Lil m rettptades controlled by a wall switch are pemu6ed in To,of fighling 2. WRITTEN DINENSIDN$SHALL HAVE PRECEDENCE OVER SCALED U Z V0 z o CONCRETE 1,ALL LUMBER SHALL BE DOUGLAS FIR LARCH NDA ouUe a. DIMENSIONS. CONSTRUCTION NOTES w 2 In every kitchen,family room,dining room,den,breoM.ast room,living mom, 3. LARGER SCAL CITABLE SHALL HAVE PRECEDENCE OVER SMALLER S 2.ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE SCALE DRAWINGS.IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE �- O CONCRETE BLOCK Porto,sunroan,bedroom,re UoP room,and s'uW«roams,receptacle FOR A COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE U J 2020 NYS RESIDENTIAL BUILDING CODE outlets must he installed so that m Poml along the Thar line is f.rb., ALLOWED FOR MATERIALS AND/OR LABOR REWIRED TO COMPLETE C, O O ® STEEL 3.ALL WOOD EXPOSED TO WEATHER SHALL BE AC.O.TREATED IN man 12 it measured horizontally,from on oOlel.including any..II spoce 2 THE WORK AS INDICATED. - ACCORDANCE AWPA SIANDARDS. TI or more was and the wall spoce occupied by sliding pvnels in eaeH« 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS&COMMONS ON THE 7-1 PROJECT INFORMATION -OF ~ ALUMINUM walls. JOB AND THE ARCHUEC'S OFFICE MUST BE NOTIFIED OF ANY IWI- - w 4.ALL W000 CONNECTORS SHALL BE'SIMPSON•,OR APPROVm ATIONE FROM THE DIMENSIONS MD CONDITIONS SHOWN ON THE V � ® FINISH WOOD EQUAL. 3.A minimum of two p12 vire 20-A small FPI;,nce circuits are tip ire!to serve DRAMNGS.PROIDE DWENSIONG SUBJECT TO ACTUAL FIELD COND- I_CO only small opp0ance.Mete,inauding reJnyeroUm equipment,in th MONS AND NO CREDITS OR EXTRAS WILL BE ALLOWED FOR DISCREP- to U) 5.MEMBERS DESIGNATED AS`MICRO-1AM'SHALL BE MANUFACTURED kitchen,pantry,dining room,breaaast room,and family room.Both circu'ds ANCIES UP TO 2'-0'IN ANY MEAEUREMEM. ARCHITECTURALS ® ROUGH WOOD IN ACLOPDANCE WITH'GEORGN PACIFIC'STANDARDS.DESIGN must<.Wd to me kitchen:me other moms ma be served b both of 5. CONSTRUCTION SHALL COMPLY WITH ALL FEDERALSTATE AUTO LOCAL ® BATT INSULATION STRESSES ARE AS FOLLOWS'FE-2,80OP9,FV-285PS1, them.No Omer outlets may be eonneclM to these circuits,except a« CODES. FORD�P110�RERULES SS64RYADPERNIGIS AUTO 1`S.JSPEC ICAND S`iNCiuD`i 6 PLOT-1 PLOT PLAN 2,000.000 P51. a Toptode installed solely for an electric clock.In kitchen and dining THE OCCUPANCY CERTIFICATE RIGID INSULATION .P.,id _il..'e outlets must be i'WHIM!at eael,and ere,P-ho,spoce 6.AND FACTOR SH LL�BE RE ONSFI MR ADEQUATELY RUCTION RA NG A-1 DECK FRAMING&FOUNDATION S SAND a.a midmam m one p12.ire zD-A arcuit must b<craviaea to supply 6K mundy INST aeeoRD TR O APPUCf9�CODES,STANDARDS A AND ND Woo PRACTICE A-2 DECK PLAN receptecle(.),and it may have no other outlets. 7. CONTRACTOR SHALL DISCONNECT,CAP AND REROUTE ANY EXISTING ro 5.Al least one r ptocle outlet must be Insldied in the hotmoPm Poor the WATER SUMMARY OR UTILITY LINES IN AREA OF NEW FOUNDATIONS A-3 DECK SECTION &DETAILS bos;n and must be provded with ground fault circuit inlermpler protection. AND SHALL USE NAND D(CAVAMON IN AREAS OF SUSPECTED SYMBOL INDEX PROJECT S.F. UNDER GROUND UTILITIES AND SWILL RE IF PAY LINES ARE ANTE N 6.Coee requires suKcient 15-end za-A cimMIA I. supply tire.volts of paver OR DAMAGED,IN CONDUCTOR WILL REPAIR AND REPLACE GAME A-4 GENERAL NOTES&SPEC'S for erv.smuaAe fool al floor spoce,not including uu ge aIW open patch AT HIS OWN EXPENSE AND ARRANGE FOR PROPER INSPECTION OF .MITI'a code suggestion rs one circuit per fiW sq U;one arced per HIS WORK =ales 50D N it is desireble. & THE NSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL LOCAL FIRE OEPARIMIENT'S REQUIREMENTS AND REGULATIONS, dlrq.4W IT 7.A minimum of ore esmdor receptacle outlet is reVV�ired(lvo are desiroble) PROOF OF WHICH SHALL BE FURNISHED TO THE FIRE MARSHALL end must be provided vim grand loan circuit IntemuDler protection. PRIOR TO THE INSTALLATION OF SUCH MATERMLS AND PRODUCTS. A' q AA AREA OF DECK - 1,500 S.F. B.A minimum of one receptode outlet is required in boxroom and garage,in 9. MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES, C.W.Kuehn DETAIL NUMBER m-/„-` INTERIOR ELEVATION oddiUon to the one In the Wound In abechee LIGHTING CATS NC,ARTI DONS,HEIGHT.ALIGNMENT, DUTC.MOVE - SHEET NUMBER •'v Ye MARK ,. garcges it must be provided AND RELOCATE PINY PARTITIONS,WIRING PLUMBING AND DUCTWORK " with ground(GIR CIMI interrupter Votec6or. THAT MAY BE CONCEALED IN WALLS OR CEILINGS BEING REVISED. 9.Many building codes require a smoke detector In the hallvry outside bedrooms TO PROVIDE A COMPLETE JOB IN ALL RESPECTS. �\ SECTION NUMBER 10. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING ENLARGED PLAN or above lM1e slanoy leading to upper floor bedrooms. OF NEW AND EXISTING AREAS.INSTALL AND REMOVE (AFTER A- SHEET NUMBER e MARK 10,Dkounnect switches are required. COMPLETION)ALL TEMPORARY SUPPORTS,HEADERS AUTO DUST R 1" 'A�• ELEVATION MARK SCREENS TO AOEOUATELY SIN ALL LOADS AND PROTECT EXISTING wow FROM DEALAMAGES OF ANY KIND,INCLUDING DUST. O1 DOOR MARK Q- PARTITION TYPE ARCHITECT'S STATEMENT 17 CAWU&UL�NHODSPENET�RAnO NNSC11OmN TO Or NEW ANTWAIEEXRSODGHT FASSEMBLY.ALL FLEASTLASS.HING TO BE 16 OUNCE COFFER SHFAIH.NC A40 1 WINDOW MARK (�� KEYNOTE SYMBOL 12. ALL EXTEND WC WORK SHVWOW'ECatiGOW NITERSTO RULES AND�REGULATIONS Al REVISION MARK L.• --COLUMN CALLO'JT OF THE NATIONAL ELECTRIC CODE AND N.Y.STATE BOARD OF FIRE # UNDERWRITERS. THE FINAL CERTIFICATE OF APPROVAL MUST BE PRESENTED TO THE OWNER PRIOR TO FINAL PAYMENT.THE LINE 13. THE ENTIRE PREMISES,INSIDE AN O OUT,SHALL BE CLEANED OF ALL ® ROOM MARK - LEASING LINE DEBRIS AND EXCESS MAT}RIALS,TO THE SATISFACTION OF ME OWNER,INCLUDING LABELS AND PROTECTIVE COATINGS ON All 0.D0 SPOT ELEVATION 14. REEOTUEESTTFFOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A TITLE SEE W'ANER OF LIENS.SIGNED BY ALL SUBCONTRACTORS AND MATERIAL nn.E SHEET SUPPUERS.IN ADDITION TO ME GENERAL CONTACTOR. N 40* 32' 40" W 100.02' BOARD CF...i—FES TOWN OF SOU,-.,DLD DAT 0 Lr) cli <0 T mZ' V)u LLJ �o iT IN SAND SURFACE < z VIN 34.5" .15 E 1-N. STORY DWELLING < 0 210IL001BECK 0 ry CD 1 I ID (D (D LLI 1,475.00' C5 o LFO w C-4 D S 39' 24' 00" W 100.00' 0 W date: MARCH 2026 NORTH SEA DRIVE 5�JC;I"-20'-D" drama bil: checked 64 PLOT PLAN, 2602D 1" = 20'-0" ST-1 draw T We BLOT PUN D 11"I JUtJ 2 5 2020 6c�1,s:Invn Rt+m GlrrY^s 3'-0' a • O HEADER AS INDICATED �I I i I -_- ,®.�COLUMN/POST AS INDICATED L J al I I I I I <1 '1 I rl «I I N i 1 W 11 I I I 1 1 v1F-2 (l W `INSTALL ON EVERT'NEW HEADER,2 PLCS O 16.O.G I 1 1 ld —^ SIMPSON STRONG—TIE PC66 F-= I I n 2'X12'ACO F.J. I SCALE:NDT TO SCALE s Ip}v ®16.O.C. wl �i �T x3X 1 GO z tl) ono a0m F-1 m I L 1 LL l ON I I a1111-J I Q Z 1 I I I I I al I 4X4 CCA POST F_3 SIMPSON STRONG TIE I NI TIE-LCB I al I I I vl F_p I I I I POURED CONCRETE I I I EXISTING DWELLING i2'ACO I LaJ nI FOOTING TO BE .,. __ _ _ _ _I I _—____ ___ X F.J. ..,� GRADE LEVEL 2' .J. u 3'-0"BELOW GRADE I o-t6"O.C.__ --I-- 2'X12'ACO 1®16.O.G T•_9' �. V. vl F-2 I 4._0. 1al I I 1 1 I r l-I T I TIE SIMP SON STRONG- POST / PIER CONNECTION 3'-0' L 'L i 1 I 3'WDE WOOD FRAMED WALK-WAY SET ON SAND SURFACE F-3 SCALE NET TO SCALE I I I r--'1 g IF-4 F-4 I I I IL I 1 1 I - I rl • 4'THICK POURED CONIC.CONIC.SIDEWALK n F-4 F-4� I 1 1 I I SLAB ON PRUDE m 2-X6-ACO F.J. Jl Y ®16'O.C. -I "1 D._9. `O'1 .I 2T-3�' K C= O F-1 FOOTING: -- I�2'X,2�1 1 I 1. I F 2 W~Imo. > 12' DIA. PORED CONCRETE PIER OVER 24"X2."X12" POURED CONC. IL PI 1 I I W z vD z FOOTING W/ (3) #4 REBAR EACH _ 1 F-a A 2'%l2-ACO F.J. L 1 J o WAY AT BOTTOM TO MIN. 36" ts-D.C. �' c0 � I BELOW GRADE OVER "HELICAL" �' �I ! _ o 0 N A C ~ METAL PILE - PILE TO HAVE A i w Lc� MINIMUM DEPTH OF 5'-0" BELOW x x ` 2'X72'AD i.J. 2'%12'ACO F.J. 0 ,r 'o BOTTOM OF FOOTING 1 e ts-O.C. xl 01s-O.G xl o. m I J NI al NI n1 I 1 F-1 ! F-2 A F-1 , F-2 �1 F-1 F-2 FOOTING: _ _._ 1—— 1 I__ _ _I s i _ I 1= MARCH 2026 12' DIA. POURED CONCRETE PIER =tale, OVER 24"X24"X72" POURED CONC. 1/4'_1'-0- FOOTING W/ (3) #4 REBAR EACH dram 6,I: WAY AT BOTTOM TO MIN. 36" BELOW GRADE '-D 4•-10' 12'-D' I2'-2' 13'-1' 3'-0' checked Iyl; C.W.K°M 46'-4' F-3 FOOTING: project ma 26029 14" DIA. POURED CONCRETE PIER FOOTING TO MIN. 36" BELOW GRADE 1 ST FLOOR PLAN Y4" = 1'-0" A-1 dra loci tdc DECK FRAMING h FWNDARON �17- Fr-i . C:;KCTm•'"Vs I PFEFIVICryEL`VINYL SIUINO O�EF 1'(R-5)RICO FOAM BOARD 1!2"FLY'WOOD SHEATHING FLASHING FOR WATER TIGHTNESS 3!A'DIA.HOLE 016'OC ��-1'x CEDAR DECKING %LEDGER V4TH FASTNCRS _ W ACCJRDANCF WITS TABLE R507.2 I j S:L!FSON A=PROv'FO CAI V.101S-HANGFRS I m 1 112 CIA.fOLTS 6^I6'O.C. HOID DO.,.,DCN_E-MIN.15O LB.GAPAGIi Y. Uto S.ACGERCO TOP&SOTTOM J Al"In•.-LOCATIONS,EIENLY DIS1RI8U TEO ALONG DECK&ONE WITH',N 2-`Or EACH I I I W ^ ,No OF LEDGER. HOLD nom CEVICES SHALL NLLY ENGAGE DECK J01S1 PER HO'X-OOV.T' *NUFAC'URE. , Yv A FULLY THREADED 3/8-DIA I AG SCREW PREDRILLED X ¢3X W./MIN-MJI4 3"FENETRATION TO CENTER Cr THC I O W D]Z DECK LEDGER DETAIL w a 3/4"= 1'-O" cN I e II I Q I ZN 2ND FLOOR DECK/WALKWAY I II COMPOSITE DECKING I DECK AREA-361 S.F. U I I I I 2ND FLOOR DECK COMPOSITE DECKING E 9 Oli I I VERIFY NO,OF STEPS PER HEIGHT FRO"GRACE TO DECK TREADS 08'-0"X12' --- - - - - - --� - EXISTING DWELLING RISERS EO.0 6 1/6-Mar. ?r 2ND FLOORILL i v-e••i- I d 0 4-3- VERIFY N0. CZ O Of STEPS PER - ' ' HEIGHT FROM GRADE TO DECK a } TREADS C 8'-0'X 12' ¢Q 3 RISERS EO.C 6 1/6"MAX. UZ Z w� I D LOOR DECK/WAL A !I LE 7 I CO"POSITS DECKING I I AROA-1 9 date: MARCH 2O26 I s 21e: draarn by: 46'-4' checked 6G: C.W.Kuehn FfOioCt DO: 2ND FLOOR PLAN 26029 Y4' = J'-0' Meet A-2 draeivq We DECK PLAN I R502.8 — CUTTING, DRILLING AND NOTCHING: STRUCTURAL FLOOR, MEMBERS SHALL NOT BE CUT, BORED OR NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN THIS SECTION: R502.8.1 SAWN LUMBER: NOTCHES IN SOLID LUMBER JOISTS, RAFTERS AND BEAMS SHALL NOT EXCEED DINE—SIXTH OF THE DEPTH OF THE MEMBER, SHALL NOT BE LONGER THEN ONE—THIRD OF THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN 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 I:OMINAL THICKNESS SHALL NOT BE NOTCHED EXCEPT 5/4-X S'COMPOSITE DECKING AT THE ENDS OF THE MEMBER. THE DIAMETER OF THE HOLES BORED OILER 2'X 8'AGO F.J.a 16'O.C. OR CUT INTO MEMBERS SHALL NOT EXCEED ONE—THIRD THE DEPTH OF THE MEMBER. HOLES SHALL NOT BE CLOSER THAN 2 INCHES TO THE LLI TOP OR BOTTOM OF THE MEMBER, OR TO ANY-OTHER HOLE LOCATED I sa I IN THE MEMBER. WHERE THE MEMBER IS ALSO NOTCHED,THE HOLE SHALL NOT BE CLOSURE THEN 2 INCHES TO THE NOTCH. V GUARD RAIL 0 36'ABOVE R502.8.2 ENGINEERED WOOD PRODUCTS DECK W/'CABLE RAIL' f1 BALUSTRADES SPACES AS NOT CUTS, NOTCHES AND HOLES BORED IN TRUSSES, STRUCTURAL COMPOSITE TO ALLOW A 4'DIA.SPHERE C O" THROUGH LUMBER, STRUCTURAL GLUE—LAMINATED MEMBERS, CROSS—LAMINATED TO PASS ANY AREA x 3 TIMBER MEMBERS OR I—JOISTS ARE PROHIBITED EXCEPT WHERE PERMITTED BY THE MANUFACTURE'S RECOMMENDATIONS OR WHERE THE EFFECTS OF — --- SUCH ALTERATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF THE v)U p'za MEMBER BY A REGISTERED DESIGN PROFESSIONAL. W O_pm a /.J�/ �I 3)2-%8-AGO GIRDER LJ_ Z. ( BD.BEE B'XB'AC0 ➢GER BA BOLTE➢TO EXIS G _ RIM JOIST V/I/B-D1.THROUGH BOLTS w/WASHER 6 T B 16.OG M STAGGERED TOP 6 BUT ON = I� PROVIDE 2'XB'AGO LEDGER 8 0.BOLTED TO EXISTING 4'%4'AGO POSTS r 16' TYP. RIM JOIST IA/1/2'DIA.THROUGH �J 1 j BOLTS O 16'O.C.STAGGERED I TOPS BOTTOM O O 0 O LEDGER DETAIL 1.YE7i. 1 — NOTE: INTERIOR THROUGH BOLT CONNECTIONS MUST BE l READILY VISIBLE FOR INSPECTION. F-1 FOOTING: 12"TABLE R507.2 — DECK LEDGER CONNECTION TO BAND JOIST" OVER DIA. POUREJAN RETE PIER OVER 24"X24"X7URED CONC. (DECK LIVE LOAD=4D PSF,DECK DEAD LOAD=10 PSF,SNOW LOAD 5 40 PSF) FOOTING W/ (3) BAR EACH WAY AT BOTTOMIN. 36" CONNECTION DETAILS 6'&LESS 6'1'TO 8'8'1'TO 10'ID9'TO 12'1zr•TO W t4'I'TO 16'16'1'TO 18' BELOW GRADE OELICAL'" META PILE — P HAVE A MINIMUM DEPTH 0" BELOW 1/2-DIAMETER LAG SCREW WITH 1/2. 30' 23' 18' 15' 13' 11' to' BOTTOM OF FOO MAXIMUM SHEATHING cd. 1/2-DIAMETER BOLT WITH 1/2-MAXIMUM 36' 36' 34' 29' 24' 21" 19' SHEATHING e. F-2 FOOTING: 1/2-DIAMETER BOLT WITH 1'MAXIMUM }6' 36' 29' 24' 21' 18' 16' 12" DIA. POUREDRETE PIER y SHEATHING OVER 24"X24"X1URED C(CNC.Ledger shall be Rushed In a cwdvnce with Se.R703.4 to prerenl»ate,I—cwtacti.g the house band joist FOOTING W/(3) BAR EACHc. snow load snag cal be a s�mee to cat awcameney wan lire lane. WAY AT BOTTOMIN. 36" aQ eThe tip of tna log s,ew shall fully..lend beyond the inside face of the band joist r r . sn<omLng anal be woaa st.aatara pwel ar so9a sawn wmber, BELOW GRADE m Sheathing shall be permitted to be load straclurol panel,gypsum board,laerboord,lumber er I—sheathing. Up to 1/2'thickness w VD Z of stacked washer snail be permlttre to subsUlute for up to 1/2'of allowable sheathing lhtcknesa.here aambmed with weed SECTION T H R U UPPER DECK slruataral panel o,lumber sheathing. 0 0 z o O p F-3 FOOTING: w o y TABLE R507.2.1 14" DIA. POURED CONCRETE PIER 1/4" = 1'-0" o w C14 PLACEMENT OF LAG SCREWS & BOLTS IN DECK LEDGER & BAND JOIST FOOTING TO MIN, 36" BELOW(GRADE o BO MINIMUM END&EDGE DISTANCES&SPACING BETWEEN ROWS c(91v. TOP EDGE BOTTOM EDGE ENDS ROW SPACING MARCH 2O26 LEDGERo 2 INCHES' 3/4 INCH 2 1NCHESb 1 5/8 INCHES b SCa�e: 1/4' I'-0' BAND JOIST` 3/4 INCH 2 INCHED 2 INCHESI, 1 5/6 INCHES' dram by: a. Lag screws or bolls shall be staggered from top to bottom along the horlmntal m,of the deck ledger in accordance with Rgure R507.21(t). b Maximuim 5 inches. checked bq: a. For engineered rim jolsl,the manafectare's recommendations shall go—n. d. The mfinimum distonae from bottom row of Ieg screws or bolls to the tap edge of the ledger shall be In aecordwee with figure R507.2.1(1) C.W.Kuehn Project,no: 26029 NOTE: ALL WOOD WHICH COME IN CONTACT WITH CEMENT OR GRADE MUST BE PRESSURE TREATED ( ACQ ) WOOD I sire(� A-3 draNlrlq title SECRON/DETAILB 'r, T__ r TABLE R4D4.1.21(1) PLAIN MASONRY FOUNDATION WALLS O 7^C TABLE 301.5Is I 'I. TABLE 3.2A 1" ANCHOR BOLTS - SILL PLATE TO FOUNDATION TABLE 3.28 Bottom Plate to Foundation ConnectionsLAI � t_,,:.,_;•• NOMINAL MAWALL MINIMUM Pam,.;1--•-_ __ J 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 Alternative to Table 3.2) - Exposure B (Prescriptive Alternative to Table 3.2) ° SOIL CLASSES USE LIVE LOAD MA%IMUM MAXIMUM ]nine second evst 1loeed(coon) es 90 too f+o 1m 130 110 160 coma Wii w^ be5 90 f00 110 120 130 11. Is. UNINHABITABLE ATTICS WITHOUT STORAGE 10 Fwmdalron euaolNc O Erroki 1/2'ANCHOR BOLTS ° WALLUNBALANCED III-se�'^tin^ HEIGHT BACKFlLL GM,GC SC,MN, svpcart'a sHmEp NNo LANE(rr) NUMBER or BOLTS REONRED M SRE Bolt-Plate to F-aadon rouneoliee (feet) HEIGHT GW,GP EM,EM-SC ML-CL and b W ARWAEL LAKE mcno.Bat Connecliv�Res;s1 g svplan-9 Mc.lmvm A"char Dal spacing(:t3' (feet)° SW and SP and MIL inorganic CL UNINHABITABLE ATTICS W/LIMITED STORAGE '9' 20 12 2 z z 2 3 3 - a r{ 16 J < 4 1/1'Ma,a Bolls 5 4 6 ioliS or 6 s,4 or 6 s.4 or HABITABLE ATTICS&ATTICS SERVED W/FIXED STAIRS 30 t 5T00.P 21 3 3 3 1 s s c 1 5 6 soli or 8 10 BALCONIES ( EXTERIOR ) AND DECKS r1 a a 6 6 a c 1. a 40 .3 6 5 5/e'AnNor Batl 6 4 6 snli� or 6..ii.r� or 6 soli(? or 50 5 6 7 s in t 13 (5 Stories 45 Or B 1D 6o 6 ] fi to 11 13 IS 17 7 5 6 soli FIRE ESCAPES 40 ]o a s n u s ,e zo L 6 6 10 12 ao e 9 •1 13 1_ 16 20 z3 m GUARDRAILS AND HANDRAILS d 200 20 s t 65 ] s s TABLE 3.2C Sill or Bottom Plate t0 Foundation Connections = 7 4 6 soli or B b 4 1 5 6 s.1-S or 10 10 f 2 STORY se s 5 s e o „ (Anchor Bolts ) Resisting uplift Loads From Wind LI__i N GUARDRAILS IN-FILL COMPONENTS 50 32 s 6 > e to I+ 3 u f1 N 6 a 12 10 solig J6 6 s e s 11 15 14 J - Exposure B (Prescriptive Alternative to Table 3.2) V 4a 6 > 9 10 2 14 16 Is] 7 12 10 sOliLg 12 soli a O 0 5 la 12 1�1 1e 21 21 27 Y M PASSENGER VEHICLE GARAGES 50 ]0 1, 12 14 1J 20 14 ze 32 es 90 f00 Ito 110 130 110 150 e0 12 1J r6 20 23 2] 32 36 I Three seamd Wxt b 4 6 soli or 6 se'i or b 'Peed(TWA) a o 5 6 so IS or i0 12 ROOMS OTHER THAN SLEEPING ROOMS 40 en�am Hole m Favnmum raanaenon Moi.nom Aec o'Dal spoon (61.5r m r X r� 2e 0 J 8 t0 a t3 is ,e - be 3 a 6 10 12 r1 12 solid 32 ] J g 1f 13 15 1] 10 or,Bat Conneetbn Resist a Supporting 9 7 12 12 solig Footnote SLEEPING ROOMS 30 3 sToRy 3s e e o 12 u n zo zz e'End zpnee m Z 8 10 soli 12 solig FootnorsP 4o e s 11 11 s re zz zs f_y ,n C 50 10 It 14 17 20 13 z] 3, Stories 12 70 49 39 13 28 25 23 V I (: 9 4 6 soliddorB 6 scI4 or 8 STAIRS 40 ie t4 1e 1? zs ze :e ee 43 vdi11 ape. 0 d m n7 5 B 10 12 e0 ,6 to 22 2J 32 37 43 eg 1-3 Interior Zan° I. t a-o7 rf stories ]1 J2 57 45 39 33 30 2J L.LI I 6 10 '2 12 tnoilot7 �I(�� Of N 7 12 nn 12 so,tncr( FootnotN Anchorage required to resist lateral loads shall be determined in the foundation ` Z N g 12 Soho FootncriF FootnoreQ design per section 1.1.4. 1 Prescriptive limits are based an assumptions in Table 3.2 _ g FootnoLE FootnOrtt Footnor� Q f Persniptive limits ore based on assumptions N Table 3.2 2 When anchor halts ore used to resist uplift,a.clateral,and shear bathe I 1--• M the maximum anchor bolt spacing shall not exceed the lesser of the -L � For 51: 1 irpch= 04.8 coin 2 Anchor bolts shall be uniformly distributed along the length of the shearwali line, tabulated values far upON loads(Table 3.2C)or lateral and shear ! l 7 fool=304.8 coin antl in no case shall the anchor bolt spacing exceed 6 feet on center. Far other loads(Table 3.28). Far other anchor boll limitations see Section 1 pound/sq.loth=6.695 Pa. anchor halt limitations,see Section 3.2.1.7. 3.21.7 and 3.2.2.3. I 3 Sill plates are assumed to be treated Southem Pine. 3 Tabulated anchor bolt for lateral and shear loads assume walls a.Mortar shall be Type M or S and masonry shall be laid in running bond. spacm9 U hollow masonry units are permitted except where otherwise are sheathed in accordance with Section 3.4.4.2. For other wall sheathing indicated. types the tabulated anchor bolt spacings s be multiplied by the appropriat shall be shealhing type adjustment factor in Table 3.17D,but in b.Soil clossses are in accordance with the United Soil Classification no case shall anchor bolt spacing exceed 6 feet on center, System. Refer to Table RR405.1 4 For three second gust wind speeds greater than 110 mph,with a u tobuloted lateral lue from Table 3.5 greater than 262 elf,lateral "wr':+•t+ c.Unb.lanacehd hackfill 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 } 11 '✓->^2a1� provided,the unbalanced backfill height shall be measured from the .\ L'r:•,;t exterior fintish ground level to the top of the interior concrete slab. d:•:.: "; PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS PER TABLE R-401.4.1 al.Solid grouted hollow units or solid masonry units. TABLE R403.1 a.Wall construction shall be in accordance with Table RR404.1.1()2 o a CLASS OF MATERIAL LOAD-BEARING PRESSURE) I Prescriptive limits are based on assumptions in Table 3.2 ' r pounds per square foot MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS(inches) design shall be provided. 2 When anchor bolts are used to resist uplift,Iglerd,and skew foods, Crystalline bedrock 12,000 LOAD-BEARING VALUE OF SOIL I the minimum anchor bolt spacing shall not exceed the lesser of the g.Thickness may be 6 Inches,provided minimum specified compressive (es) tobuloted"I.-for uplift loads(Table 3.2C)or lateral and shear strength of concrete,jc,is 4,OOD psi. loads(Table 3.23). For other anchor bolt limitations see Section Sedimentry and foliated rock 4,000 1,5DO 2,000 3,000 '4,000 3.21.7 and 3.22-3. TABLE301.7 Sandy grovel and/or gravel (GW and GP) 3,000 conventions]light-frame 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'...her ALLOWABLE (SW, SP. SAS, SC, GM and GC) 7' in.embed.in ///---TOP OF WALL ABOVE GRADE PER STRUCTURAL MEMBER DEFLECTION 2-story 15 12 12 12 poured aancrete / R 404.1.6-4'WHERE MASONRY o Clay, sondy cloy, silty cloy, cayey silt, si't and sandy silt is'in cm.u. / VENEER IS USED,6'ELSEWTAE RAFTERS HAVING SLOPE GREATER THAN (0, ML, MH and CH) 1,5005 3-story 23 17 12 12 a, L 180 Refer to Table R-402.2 for o 3/12 W/'NO FIN. CEILING ATTACHED ovr lightMINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MINIMUM SPECIFIED 8-inch hollow.bh brick concreteemo cur Tome o concrete.compre-ive strengths of INTERIOR WALLS AND PARTITIONS H/180 PER TABLE R-402.2 COMPRESSIVE STRENGTHa(f'c) i-sla•y 12 12 12 12 Refer to Tables R-404.1.2.10) FLOORS L/360 Weatheringpotential thru R-404.1.21(4)far wall TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION p 2-story 21 16 12 12 ,. requirements. y CEILINGS WI11i BRITTLE FINISHES INCLUDING Negligible Moderate Severe 3'�Ik Footln DEPTH PER R-403.31 � o ( L/360 3-story 32 24 16 12 9 () a¢F } PLASTER AND STUCCO) Basement walls, foundations and other concrete not exposed to the weather 2,500c 2,500c 2,500c SOIL BEARING CAPACITIES AS PER TABLE R-401.4.1 3 P 8-inch solid w fully grouted oaonry uu ¢Q ANCHOR BOLT SPACING AS PER SECTION RIly W CEILINGS WITH FLEXIBLE FINISHES H/360 Basement slabs and interior slabs on grade, except garage floor slabs 2,500c 2,500c 2,500c INCLUDING GYPSUM BOARD 1-star 16 12 12 12 ( ) y w _ Basement walls, foundation walls, exterior walls and other vertical L 240 concrete work exposed to the weather 2,500c 3,000d 3,000d 2-story 19 21 14 Iz wings all be u Sze.Minimum abed for concrete one masonry ca ALL OTHER STRUCTURAL MEMBERS / P rooting:shoo be as set forth In Tmle R4011 and Figure RI031(1). 3-story 42 3a" 21 16 The footing width.F.shall be based on the load-bearing value of the u m of H EXTERIOR WALLS-WIND LOADS KITH Porches, carport slabs and steps exposed to the weather, spread footings shill h Tmieieo 01 mdlce(1sz)to thidmess. o w `~ H/36D 2,500c 3,000d.e 3,500d,e PLASTER OR STUCCO FINISHES and garage floor slabs a.Wnere minimum footingwidth is 12 inches,a o wi Footing he thlikreir. shill fe li least 2 inches(51 min)and shill not - single wythe of solid or fully grouted 12-inch exceed the thidmess of the fooling. EXTERIOR: WALLS-WIND LOADS WITH L 240 a. At 28 days psi. For SI: 1 pound)per square inch = 6.895 kPa. ominal concrete masonry units is permitted to The side of footings supporting piers antl columns shall be based an the OTHER BRITTLE FINISHES / b. See Table RR301.2(1)for weathering potential. fie Alice. F000tngs forewood foundations�seii Geri haccWeo a witwith thTable ca i ils set cam' c. Concrete in these locations that may be subject to freezing and thawing during construclio,n forth in AB401(2)and Figure R403.1(2)and Figure Rlaf(3), MARCH 2D26 EXTERIOR WALLS-WIND LOADS WITH L/120 shall be air-entrained concrete in accordance with Footnote d. wale: FLEXIBLE FINISHES Fw 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 shall not be less than 5 percent or more than 7 percent. 1 pound=4.4s N. drawn 64: WALLS L/600 e. See R402.2 for minimum cement content. a.Elevated garage Coors shall be capable of supporting a C.w.KUEHN 2,000-pound load applied over a 20-squwe-Inch are.. b.No storage with roof slope not over 3 units in 12 units. NOTE: L = span length, H = span height. c.Inewidual stair treads shall be designed fw 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 projectro: the Cmmponent and Cladding loads for the purpose of a greove an area of 4 square incheses. ,whichever produces z6oz9 the determining deflection limits herein. b. For cantilever members, L shall be taken as twice the lenght d along concentrated load applied in any direction at any point of the cantilever.. 9 p _ e.Attics constructed with wood trusses shall be designed c. For aluminum structural members or panels used in roof or In accordance with R80210.1. wells of sun-room additions or patio covers, not supporting I.see RR5022.1 for decks attached to exterior walls. edge of glass or snadwich panels, the total load deflection Q-4 shall not exceed L/60. For sandwich panels used in roofs f or walls of sun-room additions or patio covers, the total load draa,irgtle deflection shot not exceed L/120. CODE I GENERAL NOTES NOTE: ENERGY CODE COMPLIANCE STATEMENT NOTE: I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL NO WORK TO BE STARTED UNTIL EVIDENCE OF WORKERS' COMPENSATION INSURANCE 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 EXISTING DECK REPAIR TO DWELLING AT THE JUIDGEMENT, (E PLANS CHAPTER AND/OR1 ) WITH SPECIFICATIONS HIEICN SOECCC 2025 SUPPLEMENT. WITH PPLEMENT. ALL WINDOWS SHALL HAVE GLAZED OPENINGS PROTECTED FROM WIND-BORNE V DEBRIS MEETING THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 ��� N 0 RIF lll��� DR AND ASTM E 1886 REFERENCED THEREIN. IF PROTECTIVE PLYWOOD PANELS ARE NA APPLICABLE CODE AND STANDARDS BEING USED FOR WINDOW PROTECTIVE, ALL PANELS SHALL MARKED AND STORED ON SITE. REFER TO SHEET T-5 OF CONSTRUCTION DRAWINGS FOR ADDITIONAL 2025 NYS FIRE PREVENTION & BUILDING CODE SPEC'S & DETAILS SOUTHOLD NEW YORK 2025 RESIDENTIAL CODE OF NY STATE 2025 EXISTING BUILDING CODE OF NY STATE SEPTIC SYSTEM AND DRY---WELLS SHALL BE CERTIFIED BY OWNER'S R.S./P.E. UPON L 2025 ENERGY CONSERVATION CODE OF NY STATE COMPLETION OF THE WORK Ln TOWN OF SOUTH 0 LD, SU FFO LK COUNTY 2025 PLUMBING CODE OF NY STATE A FINAL SURVEY MUST BE SUBMITTED AT COMPLETION OF JOB 20)25 MECHANICAL CODE OF NY STATE 1 NFPA 70: NATIONAL ELECTRIC CODE (NEC), 2023 EDITION ELECTRICAL UNDERWRITERS CERTIFICATE MUST BE SUBMITTED AT Li( � COMPLETION OF JOB. � �cV 2024 ANSI/AWC WFCM NO FOOTINGS PLACED OR DRY WELLS COVERED UNTIL APPROVED BY INSPECTOR ( � N IC(C A117.1 - 20217 FOUNDATION SURVEY SHALL BE SUBMITTED AND APPROVED BY THE BUILDING �J INSPECTOR PRIOR TO FRAMING .- DRILLING AND NOTCHING OF EXTERIOR WALLS AND BEARING PARTITIONS SHALL COMPLY 4- O� WITH SECTION R602.6. DRILLING AND NOTCHING OF TOP PLATE SHALL COMPLY WITH c0 .. SECTION R602.6.1. 3:: _ X �Q m THE MAXIMUM WATER CONSUMPTION FLOW RATE AND QUANTITIES FOR ALL PLUMBING I Z FIXTURES AND FIXTURE FITTINGS SHALL BE IN ACCORDANCE WITH TABLE P2903.2. r n � I.-:0 l! J d- BATHTUBS WITH SHOWER HEADS AND SHOWER COMPARTMENT FLOORS AND WALLS 1 I O 00 Li SHALL BE FINISHED WITH A NONABSORBENT SURFACE EXTENDING TO A HEIGHT OF (� NOT LESS THAN 6'-0" ABOVE THE FLOOR J LL i Of SHOWER AND TUB/SHOWER COMBINATIONS SHALL BE EQUIPPED WITH CONTROL VALVES L_L_ OF THE PRESSURE BALANCE, THE THERMOSTATIC MIXING OR THE COMBINATION PRESSURE cV BALANCE/THERMOSTATIC MIXING VALVE TYPES WITH HIGH LIMINT STOPS. Q .. PROJECTINFORMATION RBPf1d1T90LE WATER OPENINGS AND OUTLETS SHALL BE PROTECTED BY AIR GAP, ATMOSPHERIC- Z 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 R301.2(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 A SOIL OR WASTE PIPE, OR BUILDING DRAIN PASSING UNDER A FOOTING OR THROUGH A SEISMIC WINTER ICE BARRIER AIR MEAN GROUND FLOOD DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL SNOW Speeed° Topographic special wind Wjndbornedebris t Weatheringa c Termite` � HAZARDS' , FOUNDATION WALL SHALL BE PROVIDED WITH A RELIEVING ARCH; OR THERE SHALL BE BUILT CATEGORY depth TEMP'e REQUIRED INDEX TEMP' INTO THE MASONRY WALL A PIPE SLEEVE TWO PIPE SIZES GREATER THAN THE PIPE PASSING LOADo (mp)h) effects' region zone" OWNER: D O M I N I C K M A VE L L I A THROUGHT. Insert 20 1330 NO NO l mile from the B SEVERE 36" HEAVY SS° YES flood zone 452 52.7° PIPING SHALL BE INSTALLED IN TRENCHES SO THAT THE PIPING RESTS ON SOLID AND CONTINUOUS coast or N/A BEARING PROJECT DESCRIPTION : 2 N D FLOOR DECK REPAIR DRAIN, WASTE AND VENTING PIPING AND FITTING MATERIALS SHALL COMPLY WITH TABLE P3002.1 z MANUAL J DESIGN CRITERIA � r Winter Altitude indoor Heating -- Elevation Latitude summer cooling design Design temperature cooling temperature PLANS ARE IN COMPLIANCE WITH L�I 2025 RESIDENTIAL BUILDING SEWER PIPING AND FITTING MATERIAL SHALL COMPLY WITH TABLE P3002.2 heating correction factor temp, difference `� R,„•Y�!%� 98ft. 4(7' 15, 85° 1 70 75° 55° APPLICABLE CODE' BUILDING C' O F N Y STATE ( PUBLICATION DATE 0 7 2025 ) THE WATER SUPPLY FOR DISHWASHERS SHALL BE PROTECTED BY AN AIR GAP OR INTEGRAL Cooling temperature Wind velocity heating Wind velocity Coincident wet bulb =D.',Iyrange Winter humidity Summer ,ODEBACK FLOW PREVENTER difference I cooling Humidity 15° 15 MPH 7.5 MPH 72° Medium 45-55°Ja 32 6R@509'oRH AND 2025 EXISTING BUILDING CODE OF NY STATE THE DISCHARGE FROM CLOTHES WASHING MACHINES SHALL BE THROUGH AN AIR BREAK For Si:1 pound peer square foot=0 0479 kPa,1 mite per hour=0.447 m/s a. Where weethenring requires a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code,the froat line depth strength required for weathering Shell govern. THE ENTIRE PLUMBING SYSTEM SHALL BE TESTED IN ACCORDANCE WITH SECTION P2503 OF THE CODE The weathering coNumn shall be filled in with the weathering index,"negligible,"moderate"or"severe"for concrete as determined from Figure R301,2(4).The grade of masonry units shall be deternned from WOOD FRAMED ASTM C34,C55 CC52,C73,C90,C129,C145,C216orM2 CONSTRUCTION CLASSIFICATION: ALL HEATING, VENTILATINC AND AIR CONDITIONING SYSTEMS AND WORK SHALL BE INSTALLED IN b. Where the froslit line depth requires deeper footings than indicated in Figure R403,1(1),the frost line depth strength required for weathering shall govern The jurisdiction shall fill in the frost line depth column with the minimum cdepth of tooting below finish grade ACCORDANCE WITH CHAPTER 13 THRU 24 OF THE 2020 NYS RESIDENTIAL BUILDING CODE. ALL LOCAL RULES AND REGULATIONS AND AS SPECIFIED BY THE LATEST EDITION OF THE NATIONAL -0 c. The uri sd cticnn shall fill in this part of the table it indicate d s need for protection depending on whether there has been a history of exposure category shall termite damage. SINGLE FA M I LY RESIDENCE d. The iurisd,caom shall ftli in this part of the facie with the wind speed from the basic vend spend 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 R301-2 1.4. e. The outdoor design dry-bulb temperature shall be selected from the columns of 97'1z-percent values for winter from Appendix D of the Plumbing Cade of New York State. Deviations from the Appendix D temperatures shalll be permitted to reflect local climates or local weather experience as determined by the building official.[Also see Figure R301.2(1).] ALL MECHANICAL SYSTEMS, EQUIPMENT, APPLIANCES, ETC. MUST BE LISTED AND LABELED AND f. The jurisdicto-n shall fill In this part of the table with the wismic decion category determined from Section R3012.2,1. 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 FIRE HAZARD° hazard map and sapporting data,The flood hazard map shaft include,ata minimum,special flood hazard areas asidentifiedby the Federal Emergency Management Agency in the Flood Insurance Study for the ALL FUEL, GAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS SHALL BE EQUIPPED WITH community,as amended or revised win: AFLAME SAFEGUARD DEVICE °J i. The accompanying Flood Insurance Rats Map(FIRM), , +-• ii. Flood Bo FIRE SPRINKLER SYSTEM : N/� WILL SHUT OFF THE FUEL SUPPLY TO THE BURNER WHEN THE i RelatedsupporengdataalongwdhanyrevisionsMeretc. FLAME OR PILOT LIGHT IS EXTINGUISHED � The adapted floods hazard map and supporting date are hereby adopted by reference and declared to be part of this section. h. In accordance with Sections R905 12,R9054.3.1,R905.5 3 1,RWS'ff 3.1,R905 7 31 and R905.8.3.1.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 N 1103.1 OF THE CODE i The jurisdictiorn 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 Date Center "Air i rid - p j. The jurisdiction shall fill in this pan of the table with the mean annual temperature from the National Climatic Data Center data table A Freezing i ex USA Method(Base 32 F). k. Inaccordanre with Section R3012.1.5,where there is local historical date documenting structural damage to buildings due to topographic wind speed-up effects.the jurisdiction shall fill m this part ofthe ALL HVAC PIPING SHALL BE INSULATED IN ACCORDANCE WITH TABLE N1103.5 I. In accordance wAth Figure R301.2(5)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall ftli in this part of the table with'YES"and identify any speck requirements. m. In accordance:with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall Indicate"NO"in this part of the table. n. The jurisdictiom shall fill in these sections of the table to establish the design criteria using Table la or lb from ACCA Manual J or established criteria determined by the jurisdiction. DOMESTIC HOT WATER HEATING EQUIPMENT SHALL 9E SUBJECT TO THE MINIMUM FEDERAL STANDARDS 2(5) o. [NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure l 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 MATERIAL INDEX WOOD NOTES ELECTRICAL NOTES CONSTRUCTION NOTES WIRING METHODS SHALL BE IN ACCORDANCE WITH TABLE E3701.2. ALLOWABLE APPLICATIONS FOR WIRING 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 0 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 ~- habitable room, hallway, stairway, attached garage, and outdoor entrance. AN ADMINISTRATIVE PART OF THESE DRAWINGS AS IF HEREIN WRITTEN LLJ Q--C:I-- 3 COMPACTED GRANULAR MATERIAL Exception: In habitable rooms other than kitchens and bathrooms one or more IN FULL. W receptacles controlled by a wall switch are permitted in lieu of lighting 2. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED Y Z �� Z DIMENSIONS. CONSTRUCTION NOTES CONCRETE 1. ALL LUMBER SHALL BE DOUGLAS FIR LARCH N0.1 outlets. 3. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER p _J--I = 2. ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE 2. In every kitchen, family room, dining room, den, breakfast room, living room, SCALE DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE '' w F- 0 C .`;:•'' CONCRETE BLOCK 2020 NYS RESIDENTIAL BUILDING CODE parlor, sunroom, bedroom, recreation room, and similar rooms, receptacle FOR A COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE C� _J z p C--" outlets must be installed so that no point along the floor line is farther ALLOWED FOR MATERIALS AND/OR LABOR REQUIRED TO COMPLETE 0 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. C) _ 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 f- ALUMINUM walls. JOB AND THE ARCHITECT'S OFFICE MUST BE NOTIFIED OF ANY VARI- T-1 PROJECT INFORMATION x Ln 4. ALL WOOD CONNECTORS SHALL BE "SIMPSON", OR APPROVED ATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THE w �C--4 O FINISH WOOD EQUAL. 3. A minimum of two #12 wire 20-A small appliance circuits are re red 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 may be served b one or both off 5. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL,STATE AND LOCAL STRESSES ARE AS FOLLOWS: FB=2,800PSI, 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. 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 o 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 laundfry 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 race tacle 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 AT HIS OWN EXPENSE AND ARRANGE FOR PROPER INSPECTION OF for every square foot of floor space, not including ggarage and open porch scale; areas. Minimum code suggestion is one circuit 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 L,q: and must be provided with ground fault circuit interrupter protection. PRIOR TO THE INSTALLATION OF SUCH MATERIALS AND PRODUCTS. M1 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 TO FINISHES, C.W.Kuehn DETAIL NUMBER LIGHTING COURSING, DIMENSIONS, HEIGHT, ALIGNMENT, ETC. MOVE ` M15 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 check J bu: A-1 SHEET NUMBER MARK with ground fault circuit interrupter protection. THAT MAY BE CONCEALED IN WALLS OR CEILINGS BEING REVISED, M10 9. Man building codes require a smoke detector in the hallway outside bedrooms TO PROVIDE A COMPLETE JOB IN ALL RESPECTS. SECTION NUMBER y g q y 10. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING z 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 A4.3 COMPLETION ) ALL TEMPORARY SUPPORTS , HEADERS AND DUST MARK 10. Disconnect switches are required. SCREENS TO ADEQUATELY SUSTAIN ALL LOADS AND PROTECT A� ELEVATION MARK EXISTING WORK FROM DAMAGES OF ANY KIND, INCLUDING DUST. Q- PARTITION TYPE 11. FLASH, CAULK AND SEAL ALL JUNCTIONS OF NEW AND EXISTING Q ROOFS, WALLS AND PENETRATIONS, TO TO FORM A WATER TIGHT DOOR MARK ARCHITECT S STATEMENT ASSEMBLY. ALL FLASHING TO BE 16 OUNCE COPPER SHEATHING AND O KEYNOTE SYMBOL EXTEND AT LEAST 8" ABOVE INTERSECTING SURFACES. Q WINDOW MARK 12. ALL ELECTRIC WORK SHALL CONFORM TO RULES AND REGULATIONS Sheet # A -COLUMN CALLOUT OF THE NATIONAL ELECTRIC CODE AND N.Y. STATE BOARD OF FIRE Al REVISION MARK UNDERWRITERS. THE FINAL CERTIFICATE OF APPROVAL MUST BE PROPERTY LINE PRESENTED TO THE OWNER PRIOR TO FINAL PAYMENT. 13 T- 102 ROOM MARK ----- . THE ENTIRE PREMISES, INSIDE AND OUT, SHALL BE CLEANED OF ALL LEASING LINE DEBRIS AND EXCESS MATERIALS, TO THE SATISFACTION OF THE OWNER, INCLUDING LABELS AND PROTECTIVE COATINGS ON ALL 0.00 SPOT ELEVATION MATERIALS. FOR draWinq t>tle FINAL PAYMENT MUST BE ACCOMPANIED WITH A 14. REQUEST WAIVER OF LIENS, SIGNED BY ALL SUBCONTRACTORS AND MATERIAL TITLE SHEET SUPPLIERS, IN ADDITION TO THE GENERAL CONTRACTOR. N 400 32' 40 W 100.02' z w ! 00 ' ' I U 00 (D N Co Co _N NI , L0 • �- � o'� (o � X3::Q o w LL_ mz w v � o� I CINI 3' WIDE WOOD FRAMED WALK-WAY o SET ON SAND SURFACE Z N M U 1 , /uw\ 1 , 1 , r. I EXISTING 2 STORY DWELLING I ' 2ND FLOOR DECK I 10.2' 1 >, Q _ - W 0 2ND FLOOR DECK NN I 0 1 0 L I 01 10 a� 0 Qo Qo r n � � V / 0 I O 1 , O 0 ' 0 L0 ' L(-) z z cn Z I I - J Y w I ' 1 Q � QL-.L-J 3 w Y z V7 z ' ' 1 w J = 0 1 , 475. 00' w ° 4_1 L � 0 2 S 390 24' 00" W 100.00 o w cl_� o date, MARCH 2O26 NORTH SEA DRIVE drawn bq: checked bu; C.W.Kuehn PLOT PLAN project no; 26029 a7 sheet # ST- 1 drawinq title PLOT PLAN (e ;>00r 6'-0' 16'-1' 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 I I 1"X CEDAR DECKING Z 2" X LEDGER WITH FASTNERS IN ACCORDANCE WITH TABLE R507.2 I I LO I I I SIMPSON APPROVED GALV. JOIST HANGERS r 1 00 v cD N 1/2" DIA. BOILTS @ 16" O.C. I HOLD DOWN DEVICE — MIN. 750 LB. CAPACITY. 04� N STAGGERED TIOP & BOTTOM J AT MIN. 4 LOCATIONS, EVENLY DISTRIBUTED ALONG DECK & ONE WITHIN 24" OF EACH END OF LEDGER. HOLD DOWN DEVICES SHALL I I t— OYv FULLY ENGAGE DECK JOIST PER HOLD—DOWN I Iflr_ MANUFACTURE. 3: (0 A FULLY THREADED 3/8" DIA. LAG SCREW PREDRILLED X W/ MINIMUM 3" PENETRATION TO CENTER OF THE I m Z I I ( , HO I I oLn DECK LEDGER DETAIL w� CIL00 3/4" = 1'-0" 1 0-1 o ry N I I O(.0 z N I I ^ 2ND FLOOR DECK/WALKWAY COMPOSITE DECKING O DECK AREA - 361 S.F. 1 I I v I I 2ND FLOOR DECK COMPOSITE DECKING DIE K AREA - 90SF. VERIFY NO. OF STEPS PER I I HEIGHT FROM GRADE TO DECK ,. TREADS @ 8-0 X 12 EXISTING DWELLING RISERS EQ. @ 6 1/6" MAX. 2ND FLOOR Ll I I I I � STAIR DO MIN 4'-0' 4'-2' I I I I 0 o I a I I Y VERIFY NO. OF STEPS PER 00 Q p HEIGHT FROM GRADE TO DECK � NCL TREADS @ 8'-0" X 12" QLLJ I W RISERS EQ. @ 6 1/6" MAX. Y Ce") Z I I w _ = I I C` z 0 O v Q) X O t.C7 N DECK WALA I oLd O COMPOSITE DECKING I D C R A - 1 9 S.F. I date; MARCH 2O26 5cal e; 1/4' = 1'-0" drawn b� 46'-4' checked bq; C.W.Kuehn project no; 26029 2ND FLOOR PLAN ,/4" _ 1 '_O" sheet # A - 2 drawinq title DECK PLAN R502.8 — CUTTING, DRILLING AND NOTCHING: NJ STRUCTURAL FLOOR MEMBERS SHALL NOT BE CUT, BORED OR NOTCHED IN EXCESS 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 NOT BE L.00ATED IN 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 DIECKING AT THE ENDS OF THE MEMBER. THE DIAMETER OF THE HOLES BORED OVER 2" X 8" ACQ F.J. ® 16" O.C. OR CUT INTO MEMBERS SHALL NOT EXCEED ONE—THIRD THE DEPTH OF `r u7 THE MEMBER. HOLES SHALL NOT BE CLOSER THAN 2 INCHES TO THE J L TOP OR BOTTOM OF THE MEMBER, OR TO AN'(-OTHER HOLE LOCATED 00 1 IN THE MEMBER. WHERE THE MEMBER IS ALSO NOTCHED, THE HOLE ( l (0N SHALL NO)T BE CLOSURE THEN 2 INCHES TO THE NOTCH. `� C0 `—N GUARD RAIL ® 36" ABO\VE W �.�. R502.8.2 ENGINEERED WOOD PRODUCTS DECK W/ "CABLE RAIL" BALUSTRADES SPACES AkS NOT CUTS, N07CHES AND HOLES BORED IN TRUSSES, STRUCTURAL COMPOSITE TO ALLOW A 4" DIA. SPIHERE LUMBER, !STRUCTURAL GLUE—LAMINATED MEMBERS, CROSS—LAMINATED TO PASS THROUGH ANY AREA — �X TIMBER MEMBERS OR [—JOISTS ARE PROHIBITED EXCEPT WHERE PERMITTED m z L` BY THE MIANUFACTURE'S RECOMMENDATIONS OR WHERE THE EFFECTS OF �1 SUCH ALTERATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF THE V 1 U o 1=0 MEMBER BY A REGISTERED DESIGN PROFESSIONAL. LJJ oLo o_ F I ON (3) 2" X 8" ACQ GIRDED PR❑VIDE 2'X8' ACQ L DGER 0(10 BD. BOLTED TO EXIST G z N RIM J❑IST W/ 1/2' DI THROUGH BOLTS w/ WASHER & UT @ 16' ❑.C. STAGGERED TOP & B❑T ❑M PROVIDE 2"X8" ACQ LEDGER 4"X4" ACQ POSTS r 1 BD. BOLTED To EXISTING 16' TYP. RIM JOIST W/ 1/2" DIA. THROUGH BOLTS ® 16" O.C. STAGGERED TOP & BOTTOM O O O O LEIDGER DETAIL. NOTE: INTERIOR THROUGH BOLT CONNECTIONS MUST BE READILY VISIBLE FOR INSPECTION. F-1 FOOTING: TABLE R507,2 — DECK LEDGER CONNECTION TO BAND JOIST °�b� 12" DIA. POURED CONCRETE PIIER OVER 24"X24"X12" POURED CONC. ( 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 ' " ' " ' " ' " " " BELOW GRADE OVER "HELICAL"' �, 6 & LESS 61 TO 8 81 TO 10 101 TO 12 121 TO 14 141 TO 16 1s 1 To 1s METAL PILE — PILE TO HAVE A o MINIMUM DEPTH OF 5-0" BELIOW BOTTOM OF FOOTING 1/2" DIAMIETER LAG SCREW WITH 1/2" 30" 23" 18" 15" 13" 11" 10" MAXIMUM :SHEATHING c.d. o 1/2" DIAMIETER BOLT WITH 1/2" MAXIMUM 36" 36" 34" 29" 24" 21" 19" SHEATHING d F-2 FOOTING: 13 1/2" DIAMIETER BOLT WITH 1" MAXIMUM " SHEATHING e 36" 36' 29" 24" 21" 18" 16" 12 DIA. POURED CONCRETE PIIER OVER 24"X24"X12" POURED CONC. � I� o 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 loud shall not be assumed to act concurrently with live load. WAY AT BOTTOM TO MIN. 36" �`I Q"�Z c. The tip of the lag screw shall fully extend beyond the inside face of the band joist. W d. Sheathirng shall be wood structural panel or solid sawn lumber. BELOW GRADE Y z Z e. Sheathing shall be permitted to be wood structural panel, gypsum board, fiberboard, lumber or foam sheathing. Up to 1/2" thickness U J of stackced washer shall be permitted to substitute for u to 1 2" of allowable sheathingthickness where combined with wood w w H— structunal panel or lumber seathing. p / SECTION THRU UPPER DECK . 3- Q-, _J z n O p F-3 FOOTING: v o _ TABLE R507.2.1 14" DIA. POURED CONCRETE PIIER 1 /4" = 1 '- 0" 0 w � o IPLACEMENT OF LAG SCREWS & BOLTS IN DECK LEDGER & BAND JOIST FOOTING TO MIN. 36" BELOW GRADE 0- MINIMUM END & EDGE DISTANCES & SPACING BETWEEN ROWS dale, TOP EDGE BOTTOM EDGE ENDS ROW SPACING MARCH 2O26 scale; LEDGER c 2 INCHES d 3/4 INCH 2 INCHES b 1 5/8 INCHES b 1/4' = 1'-0" BAND JOIST c 3/4 INCH 2 INCHED 2 INCHES 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). chocked b b Maximum 5 inches. c U c. For engineered rim joist, the manufacture's recommendations shall govern. C.W.Kuehn d. The minimum distance from bottom row of lag 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 # � - 3 drawing title SECTION/DETAILS TABLE R404.1,2.10 PLAIN MASONRY FOUNDATIO WALLS TABLE 301 . 5 �» TABLE 3.2B Bottom Plate to Foundation Connections TABLE 3.2A ANCHOR BOLTS — SILL PLATE TO FOUNDATION 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 Alternative to Table 3.2) — Exposure B (Prescriptive Alternative to Table 3.2) b SOIL CLASSES USE LIVE LOAD Three Second Gust %pled (mph) 85 90 1 100 1 110 120 1 130 140 1 150 Three Second Gust *In 85 90 100 110 120 130 140 150 MAXIMUM MAXIMUM b Speed (mph) WALL UNBALANCED UNINHABITABLE ATTICS WITHOUT STORAGE 10 Foundation BUILDING DI ENSIGN 1/2" ANCHOR BOLTS \Isz HEIGHT BACKFILL GM, GC SC, MN, Supporting PERPE DICULAR TO Bottom Plate to Foundation Foundation 1 34 (feet) HEIGHT GW, GP EM, EM-SC ML-CL and SHEAR ALL LINE (FT) NUMBER OF BOLTS REQUIRED IN SHEARWALL Life Bottom Bolt Connection Resisting Supporting Moximum Anchor Bolt Spacing (in•� (feet) c SW and SP and MIL inorganic CL UNINHABITABLE ATTICS W/ LIMITED STORAGE 'g' 20 12 2 2 2 2 3 3 3 4 16 2 2 3 3 3 4 4 4 1/2" Anchor Bolts 1 STORY 20 2 3 3 4 4 5 5 6 1-3 5 4 6 solidi{ or 6 solid or 6 solid or HABITABLE ATTICS & ATTICS SERVED W/ FIXED STAIRS 30 24 3 3 4 4 5 6 6 7 Stories 30 5 6 S011d Or 8 10 28 3 3 4 5 6 6 7 8 Lateral and Shear Loads 32 3 4 5 5 6 7 8 10 5/8" Anchor Bolts BALCONIES ( EXTERIOR ) AND DECKS e 40 36 4 4 5 6 7 8 9 11 40 4 5 6 7 8 9 10 12 1-3 6 4 6 solid or 6 solid or 6 solid or 50 5 6 7 8 10 11 13 15 Stories 45 5 6 solid or 8 10 FIRE ESCAPES 40 60 s a s 11 13 15 0 11 13 18 z0 z L0 6 8 10 12 80 8 9 11 13 15 18 20 23 00 GUARDRAILS AND HANDRAILS d 200 20 3 4 4 5 6 7 8 9 TABLE 3.2C Sill or Bottom Plate to Foundation Connections W 1 7 4 6 solid or 8 8 24 4 4 5 6 7 9 10 11 00 N ci 2 STORY 28 5 5 6 7 8 10 11 13 (Anchor Bolts ) Resisting uplift Loads From Mind C0 5 6 solid or 1 10 10 f 32 5 6 7 8 10 11 13 15 10 12 10 soli GUARDRAILS IN-FILL COMPONENTS 50 36 6 6 8 9 11 13 14 17 `� 6 — Exposure B (Prescriptive Alternative to Table 3.2) 40 6 7 8 10 12 14 16 18 � U 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 Y 70 11 12 14 17 20 24 28 32 Three Second Gust Speed �W CO Speed (mph) 85 90 100 110 120 130 140 150 � %--., 8 4 6 Solid or 1 6 solid or 3 8 80 12 13 16 20 23 27 32 36 1 1 1 1 0 5 6 solid or 10 12 ROOMS OTHER THAN SLEEPING ROOMS 40 Bottom Plate to Foundation Foundation Moximum Anchor Bolt Spacing �r# _ ob >- 6 10 12 12 Solid anchor Bolt Connection Resisting Supporting g (0 • X 28 6 7 8 10 11 13 15 18 X � � 32 7 7 9 11 13 15 17 20 O W 7 12 12 solid FootnotEP SLEEPING ROOMS 30 3 STORY 36 8 8 10 12 14 17 20 22 8' End Zones m z � 40 8 9 11 14 16 19 22 25 8 10 solid 12 solid Footnor 1-3 72 70 49 39 33 28 25 23 r n � I— d- 50 10 11 14 17 20 23 27 31 Stories V �{ STAIRS 40 C 60 12 14 17 20 24 28 32 37 uplift loadsCL: OfIn or 8 70 14 16 19 23 28 32 38 43 Interior Zones LI 0- 00 9 4 6 soliddor8 6 Solid" 80 16 18 22 27 32 37 43 49 = 5 8 10 12 1-3 I Stories 72 F72 57 45 38 33 30 27 6 10 12 12 solid Of N 12 12 solid Footnote Oz N 7 d Anchorage required to resist lateral loads shall be determined in the foundation 8 12 solid FOOtnorEP Footnore design per section 1.1.4. 1 Prescriptive limits are based on assumptions in Table 3.2 9 Footnot& FOOtnorEP Footnor(P 2 When anchor bolts are used to resist uplift, lateral, and shear loads, 1 Perscriptive limits are based on assumptions in Table 3.2 P = c0 the maximum anchor bolt spacing shall not exceed the lesser of the v For SI: 1 finch = 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 r 1 foot = 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 v 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 Ungroutedl 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 no case shall anchor bolt spacing exceed 6 feet on center. 7N b. Soil classs;es are in accordance with the United Soil Classification 1116 System. Refer to Table RR405,1 4 For three second gust wind speeds greater than 110 mph, with a c. Unbalanaceed backfill height is the difference in height of the exterior tabulated lateral value from Table greater than 262 l lateral connections shall be determined usinging the loads from Tabblee 3.5. and interior finish ground levels. Where an interior concrete slab is provided, the unbalanced backfill height shall be measured from the d L'- exterior fiinish ground level to the top of the interior concrete slab. LOAD-BEARING VALUES OF FOUNDATION MATERIALS PER TABLE R-401 .4.1R403. 1 PRESUMPTIVE O TABLE R403. � �'y d. Solid groulted hollow units or solid masonry units. r / CLASS OF MATERIAL LOAD-BEARING PRESSURE 1 Prescriptive limits are based on assumptions in Table 3.2 e. Wall constiruction shall be in accordance with Table RR404,1,1(2) or a potunds per square foot) MINIMUM '�IIDTH OF CONCRETE OR MASONRY FOOTINGS (inches) 2 When anchor bolts are used to resist uplift, lateral, and shear loads, design slhall be provided. the maximum anchor bolt spacing shall not exceed the lesser of the g. Thickness may be 6 inches, provided minimum specified compressive Crystalline bedrock i 2,000 LOAD-BEARING VALUE OF SOIL (psf) tabulated values for uplift loads ( Table 3.2C ) or lateral and shear strength of concrete, fc, is 4,000 psi. loads ( Table 3.213 ). For other anchor bolt limitations see Section Sedimentr and foliated rock 4,000 3 3.2.1.7 and 3.2.2.3. Y 1,500 2,000 3,000 4,000 TABLE 301 . 7 Sandy gravel and/or gravel (GW and GP) g 3,000 Conventional light-frame constriction ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS Sand, silty sand, clayey sand, silty gravel and clayey gravel 1-story 12 12 12 12 3"x3" washer (SW, SP, SM, SC, GM and GC) 2,000 " TOP OF WALL ABOVE GRADE PER a� STRUCTURAL MEMBER ALLOWABLE 7 min. embed. in DEFLECTION 2-story 15 12 12 12 poured concrete R 404.1.E - 4" WHERE MASONRY o 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 t Refer to Table R-402.2 for Q) RAFTERS HAVING SLOPE GREATER THAN L/180 (Cl, ML, MH and CH) compressive Table e R the of 3/12 W�/ NO FIN. CEILING ATTACHED 4—inch brick veneer over light rome or P 9 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MINIMUM SPECIFIED 8—inch hollow concrete mosonr concrete. H 180 COMPRESSIVE STRENGTHa f'c � INTERIOR WALLS AND PARTITIONS / PER TABLE R-402.2 ( ) 1-story 12 12 12 12 Refer to Tables R�-404.1.2.1(1) thru R-404.1.2.1(4) for wall FLOORS L/360 (Weathering potential 2-story 21 16 12 12 requirements. V TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION 0' CEILINGS WITH BRITTLE FINISHES ( INCLUDING Negliglible Moderate Severe \Z -3-story 32 24 16 12 Footing DEPTH PER R-403.3(1) Of o 0 PLASTER AND STUCCO L 360 SOIL BEARING CAPACITIES AS PER TABLE R-401.4.1 IL �- Basement walls, foundations and other concrete not exposed to the weather 2,50(Oc 2,500c 2,500c 8—inch solid or fully grouted Masonry Q-Q Li ANCHOR BOLT SPACING AS PER SECTION R403.1.6 � � w CEILINGS WITH FLEXIBLE FINISHES H/360 Basement slabs and interior slabs on grade, except garage floor slabs 2,500c 2,500c 2,500c 1-story 16 12 12 12 o J = Z ( INCLUDING GYPSUM BOARD ) Basement walls, foundation walls, exterior walls and other vertical §R4031,1 Vinimum Size. Minimum sizes for concrete and masonry co 3 o 2,500c 3,OOOd 3,000d 2—story 19 21 14 12 z 0 O 0 L 240 concrete work exposed to the weather y footings shall be as set forth in Table R4031 and Figure R4031(1). F- ALL OTHER STRUCTURAL MEMBERS / The footing width, W, shall be based on the load-bearing value of the U to 9 3—story 42 32 21 16 soil in accordance with Table R4014,1 a� x EXTERIOR WALLS-WIND LOADS WITH Porches, carport slabs and steps exposed to the weather, w H/360 2,500c 3,000d,e 3,500d,e Spread footings shall be at least 6 inches (152) in thickness. o �� O PLASTER OR STUCCO FINISHES and garage floor slabs a. Where minimum footing width is 12 inches, a Footing projections, P, shall be at least 2 inches (51 mm) and shall not a 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 pounld per square inch = 6.895 kPo, nominal concrete masonry units is permitted to The side of footings supporting piers and columns shall be based on the L/240 be used. tributary load and allowable soil pressure in accordance with Table RR402.4.1. date: OTHER (BRITTLE FINISHES b. See Table RR301.2(1) for weathering potential. Footings for wood foundations shall be in accordance with the details set EXTERIOR WALLS-WIND LOADS WITH c. Concrete in these locations that may be subject to freezing and thawing during construction forth in JR403(2) and Figure R4031(2) and Figure R4031(3) MARCH 2O26 FLEXIBLE FINISHES L/120 shall be air-entrained concrete in accordance with Footnote d. For SI: 1 pound per square foot = 0 scale; .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 shall not be less than 5 percent or more than 7 percent. 1 pound = 4.45 N. drawn bq: WALLS L/600 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. checked bu; b. No storage with roof slope not over 3 units in 12 units. NOTE: L. = span length, H = span height. c. Individual stair treads shall be designed for the uniformly a. The w distributed live load or a 300-pound concentrated load wind load shall be permitted to be taken as 0.7 times P project no; acting over an area of 4 square inches, whichever produces the Component and Cladding loads for the purpose of 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. of th,e cantilever.. e. Attics constructed with wood trusses shall be designed c. For alluminum 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. A — edge of glass or snadwich panels, the total load deflection shall not exceed L/60. For sandwich panels used in roofs drawing title or walls of sun-room additions or patio covers, the total load ODE deflection shall not exceed L/120. C