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TR-9996
Glenn Goldsmith, President ®V S0 Town Hall Annex A.Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski l�[ Southold, New York 11971 Liz Gillooly c� Telephone(631) 765-1892 Elizabeth Peeples � �� Fax(631) 765-6641 C®UNT`I,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 19, 2024 Robert Hermann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: 500 GLENN ROAD LLC 500 GLENN ROAD, SOUTHOLD SCTM# 1000-78-2-23 Dear Mr. Hermann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, July 17, 2024: WHEREAS, En-Consultants on behalf of 500 GLENN ROAD LLC applied to the Southold Town Trustees for an Amendment to Wetland Permit#9996 under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated May 2, 2024, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found to be Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, the structure 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, 2 NOW THEREFORE BE IT, RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Permit#9996 to construct a swimming pool and grade level masonry patio with pool enclosure fencing, pool drywell and equipment area; and to modify the location and area of the 15-foot vegetated non-turf buffer (from 1,687 to 1,695sq.ft.), in accordance with the updated wetlands boundary; and as depicted on the site plan prepared by Kenneth M. Woychuk Land Surveying, received on May 3, 2024, and stamped approved on July 17, 2024. This is not a determination from any other agency. Sincerely, 14�L 4" Glenn Goldsmith, President Board of Trustees GG:eac S.C.T.M. NO. DISTRICT: 1000 SECTION: 78 BLOCK: 2 LOT(S):23 CL 8.4 GLENN ROAD CL 9.3 / EDGE OF PAVEMENT U.P. 0.8'W iJN 766- 0'E 100.00' PIPE 484,10' 1 __9- ----------- \0 w � 52.4' -- P. BOARD OF 'I RUSTEES POP+EQp LOT 7 LOT 8 TOWN OF SOUTHOLD N::::; sToiRi LOT 6 1 00 FRM. DWELLING;;: PROP.1 15.6' ^? 500:::::::: 1 I DR DATE LL :::::ib FFL.11.4:::g. \� GARAGE %Jl .... IBILCO r�. W000 o: DECK PROP.346 S.F. / 0.3•W AT GRADE BRICK PATIO iPROPOSE D TS --7_ PROJECT LIMITING SILT FENCE ',SWIMMING POOL; AREA OF DISTURBANCE 4000 S.F.i 21.2' 0.2t CI Z AWAL Bogy LAND N/F OF ��bD ---- _g_ w LAND N/F OF U IONf QOUN LL ANDREW & MARGARET JELLETT JEFFERY & MELISSA BLUM CRY 3 VACANT ZOW AE&.(,, SILT FENCE g p LL a —5--- r o --------------- --------^ d EXISTING ^ PROPOSED EDGE OF LAWN W o LAWN EDGE OF LA TO LANDWARD �a BE RELT 15-N N-TURF `-� TO IT FF °o LAWN LIMIT P1695�SF D BUFFER c i PROPOSED EDGE OF 15,WIDE - N VEGETATED NON-TURF BUFFER x ** Op 4 POpLFENO y * * i X y ���`y Yam` TIDAL WE LMD BOUNDARY 1.8 PR y. X+X x f f*x X x F* "} AS DEUNFAIED DRY EN. CONSULTANTS X �', ' * y0* x f� fx X f+ X� Xx*x� � x 6 - FEB. 1,2024 1120 S.F.OF LAWN + X _ APPROX. CEDWITH y+ a 3 TO BE REPLA --- _ NATIVE VEGETATION _ 2---- _ EXISTING VEGETATION TOREMAI _„ ON� BANK _-- MA,AL - a MHW TOWN LOT COVERAGE _ _ aaazSS7 (BUILDABLE LAND 21,125 S.F.) EXISTING DWELLING IN/COVERED PORCH: 2148 S.F. N 62°45'40" W _ REAR DECK: 290 S.F. 115.00' SHED: 73 S.F. WEST / CREEK TOTAL EXISTING COVERAGE: 2511 S.F. or 11.9% PROPOSED SWIMMING POOL: 374 S.F. LAND N/F OF / LAND N/F OF TOTAL PROPOSED COVERAGE: 2885 S.F. or 13.7% LEA & SCOTT VITRANO ANNE MATTHEWS WILLIAM HARNEY NYSDEC ADJACENT AREA COVERAGE / (AREA LANDWARD OF TIDAL WETLAND BOUNDARY. 21,125 S.F.) DWELLING W/COVERED PORCH & STEPS: 2158 S.F. REAR DECK W/STEPS: 305 S.F. E V E �1 SHED: 73 S.F. H ASPHALT DRIVEWAY: 669 S.F. BILCO DOOR: 24 S.F. 1l,, IyX TOTAL EXISTING COVERAGE: 3229 S.F. or 15.3% M A 1Y G REVISED 04-30-24 REVISED 03-05-24 PROPOSED SWIMMING POOL: 374 S.F. REVISED 02-27-24 PROPOSED POOL PATIO: 346 S.F. SoubAdTowo UPDATE/REVISE ADDITION 09-21-23 TOTAL PROPOSED COVERAGE: 3949 S.F. or 18.79 ADD FLAGGING 10-01-21 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FEMA MAP#36103CO166H LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 24,582.07 SQ.FT. or 0.56 ACRES ELEVA77ON DATUM. NAVD88-------------- UNAUTHORIZED ALTERA77ON OR ADDITION TO THIS SURVEY IS A VIOLA77ON OF SECT70N 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 7777E COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF:LOT 7 CERTIFIED TO: 500 GLENN ROAD LLC; MAP OF: WEST CREEK ESTATES FILED:AUG. 19, 1963 No. 3848 SITUATED AT:SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design �! P.O. Box 153 Aquebogue, New York 11931 FILE # 221 —24 SCALE:1 "=30' DATE: MARCH 5, 2021 N.Y.S. LISC. NO. 050882 PHONE (831)298-1588 FAX (631) 298-1588 Hobson, Thomas From: Robert Herrmann <rerrmann@enconsultants.com> Sent: Friday,July 19, 2024 3:52 PM To: Hobson,Thomas Subject: RE: 500 Glenn Tom,yes,I authorize release of the modified permit docs to Constantine Rigas,but I'd ask if you could please email me a PDF if not too much trouble. And thanks for checking,obviously important to us that you do that. Best, Rob From: Hobson,Thomas [mailto:thomash@southoldtownny.gov] Sent: Friday,July 19, 202410:58 AM To: 'Robert Herrmann' <rerrmann@enconsultants.com> Subject:500 Glenn Hi Rob, I got a call from Constantine Rigas asking to personally pickup the amendment letter and approved plans for 500 Glenn when they are ready. Does he have your permission to do this? Thomas Hobson Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 1 Glenn Goldsmith,President g�FFO(��o Town Hall Annex A.Nicholas Krupski,Vice President �� Gym 54375 Route 25 Eric Sepenoski y z P.O.Box 1179 Liz Gillooly p Southold,NY 11971 Elizabeth Peeples 'y4j�1 �,a4! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of 500 GLENN ROAD, LLC COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING �D_O=LVOZ� IIIP-L- TE HIS F� M=U .TIL�THH&PO HN-G-HA&-R-E-�IAILVER.. gI117�P�A�CH=FOR A-T-Z�'A=ST SE-VEI�DAYS�RIOR�=TO�THE PURL-ICE HHARING DATE=-COMPl�T�=THIS CORM O1V SIG"HTH DA"Y OR LA�HR� I, Robert E. Herrmann , residing at/dba En—Consultants, 1319 North Sea Road, Southampton, NY 11968 being duly sworn, depose and say: That on the%hi�day of July , 2024 , I personally posted the property known as 500 Glenn Road, Southold; SCTM #1000-78-2-23 by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday,July 17, 2024. Dated: (signature) Sworn to before me this 17th day of JulY2024 KIM H. STEPHENS Notary Public-State of New Yok 40tpu No.01ST5015931 Qualified in Suffolk Counlic My Commission ExOmsAugust02,20_::L' 1 NOTICE TO ADJACENT PROPERTY OWNER BOARD OE TRUSTEES.-1QW.N OE SOUTH0LD In the matter of applicant: 500 Glenn Road LLC 1000-78-2-23 SCTM# YOU ARE HEREBY GIVEN NOTICE- 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Modify Wetlands Permit No. 9996 (issued on September 15, 2021, transferred and extended on September 14, 2023, and amended on November 20, 2023) to include the construction of an 11' x 34' swimming pool and 346 grade level masonry patio; and to modify the location and area of the 15-foot vegetated non-turf buffer (from 1,687 to 1,695 sf) in accordance with the updated wetlands boundary, as depicted on the survey prepared by Kenneth M. Woychuk Land Surveying, PLLC, last dated April 30, 2024 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 50 Glenn Road, Southold 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: Wed. July 17, 2024 @ 5:30 pm; Town Hall meeting room, 53095 Main Road, Southold You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. 500 Glenn Road LLC c/o Allison Van Dusen, Member PROPERTY OWNERS NAME: 5 5_E8_9tLtSfr_eet,.A_pt. 4BC MAILING ADDRESS: New[York, NY 1012�3 PHONE #: 16-241-4421 AGENT: En-Consultants MAILING ADDRESS: 1319 North Sea Road, Southampton, NY 11968 PHONE #: Enc: Copy of sketch or plan showing proposal for your convenience- PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: SCTM #1000-78-2-22 420 Glenn Road Jeffrey E. & Melissa T. Blum Southold, NY 11971 SCTM #1000-78-2-24 700 Glenn Road Margaret Jellett Irrevocable Trust Southold, NY 11971 Andrew P. Jellett SCTM #1000-78-2-15.1 4 Sunnyfield Road Scott J. & Lea G. Vitrano Hicksville, NY 11801 SCTM #1000-78-2-16 4015 Main Bayview Road William H. Harney III Southold, NY 11971 Anne Matthews SCTM #1000-78-2-8 404 East 76th Street Cathy J. Bowes New York, NY 10021 SCTM #1000-78-2-9 435 Glenn Road Ashley & Thomas M. Loreto, Jr. Southold, NY 11971 STATE OF NEW YORK COUNTY OF SUFFOLK Robert E. Herrmann , " zg)atdba En-Consl tan , 1319 North_Sea-Rd., Southampton, NY 11968—, being duly sworn, deposes and says that on the Rtf, —day-of July 2024 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite there respective names; that'the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at Southampton that said Notices w e mailed to each of said persons by CERTIFIED MAILIRETURN RECEIPT. Robert rrmann Coastal Managment Specialist Sworn to before me this 8th Day of July , 2024 Notary Publi KIM H. STEPHENS Notary Public-State of New York No.01ST5015931 Qualified in Suffolk County My COM61S lDn Expires August 02,20 A Y Postal 0 o j Cm� CERTIFIED o RECEIPT cp Domestic Mail Only Domestici`- Ln 'For delivery information,visit•ur website at wv�wusjos.corrlO. Ln 11111117MM M- ell jj'' �, ..a })1 {Fy ((, I`^`' trj,;�<S X ,,,,.s. { i '.ram• --* t# L 'tw T:•.' 1;�. c3 0 Si'"'sk r'�:a »' Certified Mail Fee C3 Certified Mail Fee E3 C3 $ $ m' O ._l' Extra Services&FeeS(check box,add fee as appropriate) MExtra Services&F8OS(checkbow eddies as appropriate) O.j r 2q �c rYt S r.-1 ❑Return (hardeopy) $ �'�� JA � ❑Return Receipt(hardcopy) 7$ "/� �•�' Return Receipt(electronic) �ostmark ❑Return Receipt(electronic) $' 0 Postmark ❑ $ > /. ^� C3 ❑Certified Mall Restricted Delivery $ �y OH mod" C3 ❑Certified Mail Restricted Delivery $ �l sere o !!♦D r� ❑Adult Signature Required $ , J(/ ?�• []Adult Signature Required $ tT M ❑Adult Signature Restricted Delivery$ `O�O ru ❑Adult Signature Restricted Delivery$ Ln p Ln Postage Postage c s N TotalS ;SQ / . o Margaret Jellett Irrevocable Trust $ ent' Jeffrey E. &Melissa T. Blum Andrew P.Jellett ------------- °� � svee 420 Glenn Road 700 Glenn Road Ln --- Southold,NY 11971 `n Q �jry; '""""""""" Southold,NY 11971 • „• .o Postal CERTIFIED MAILPBECEIPTCERTIFIED MAIL@ RECEIPT Ln Domestic Mail Only Domestic Mail Only IMF - • ..• Ln 0 �;:;;::3 �� 't;;� mac.✓ i'. I,F U �.' U. ..,� "�:'•u'� �. Certified Mail Fee s C3Certified Mail Fee C3 m Extra Services&Fees(check box,add fee as appropriate) �'O� � , . I M Extra Services&Fees(chackbox,add fee as approprate)- l A f1 n r...� ❑Return Receipt(hardcopy) $ - t p5� ra ❑Return Receipt(hardcopy) ❑Return Receipt(electronic) $ ostmark ,� ❑Return Receipt(electranto) $ ? OStmNk ©�� f-3 ❑Certified Mall Restricted Delivery $ lleere © I C ❑Certified Mail Restricted Delivery $ Hefe 11' ❑Adult Signature Required $ �8 9 r' ❑AdultSignatureRequired $�— Ju ❑Adult Signature Restricted Delivery.$ CQ9A �'�' ru Lri ❑Adult Signature Restricted Delivery _" 2Q2� "• ,p Postage �� `x 'e Postage 4 N1r C3 $ , - - r-1 Tott -- -- a`(.Q i .I'll- r- $ `" o $ William H. Harney III Seri Scott J. &Lea G.Vitrano _____________ $e Anne Matthews c sR 4 Sunnyfield Road CO �n 4015 Main Bayview Road _____________ I r cry Hicksville,NY 11801 """" cr c7 Southold,NY 11971 ui PostalPostal Ln CEhTIFIE'bMAILoRECEIPT fu CERTIFIED MAILP ■ m Domestic Mail Only ornestic Mail Only r1 ovisit our , 7 In, ,.£, Certified Mall Fee i 7 Certified Mail Fee O . O r[:1 P pay`' a 0 $ 0 $ '`t ` m Extra Services&Fees(check box,add fee as appropriate) m Extra SeryiceS&FeeS(check box,edd fee es appropdate)�,�/'' v ' rl ❑Return Receipt(hardcopy) $ 1 n t� �� r� ❑Return Receipt(harcicopy) $ �• , �" ❑Return Receipt(electronic), $ J ❑Return Receipt(electronic) $' Postma k� ,f�' O ❑Certified Mall Restricted Delivery $ s •I JUL -8 2�� �' N ❑Certified Mail Restricted Delivery $— Her r► El Adult Signature Required $ p []Adult Signature Required $ A rU []Adult Signature Restricted Delivery$ t. ,t 1' ru []Adult Signature Restricted Delivery$ & Q U7 Postage ` Postage -• I- z r� Total � � . .I r� Tot I`' r` $ SIB C3 $ L 1 San S Sent i I------------ it Ashley&Thomas M. Loreto Jr. ,____________ Cathy J Bowes ED street � co s� 435 Glenn Road m 404 East 76 Street ______________ � �; New York,NY 10021 Ir ciq Southold,NY 11971 COMPLETE • UN DELIVERY COMPLETE • ■ Complete items 1,2,and 3. A Signat ❑Agent ■ Print your name and address on the reverse X g ee so that we can return the card to you. - ■ Attach this card to the back of the mailpiece, B. eceived y(Pri d N e) C. Date of Delivvery CD "' - j ■ ■ ■ or on the front if space permits. _t D D o -0'(7 1. Article Addressed to: D. Is delivery address diffe o rent from item 17 Yes ° - coc2" o a, 0 m o . v If YES,enter delivery address below: ❑No I rt NCD ya -o oCD CD M ^ tDVD �v: L7 P o. [rJ o m o m N i -N � o °CI) �, Scott J. &Lea G.Vitrano CD O E 0- � m ,, m a a y 4 Sunnyfield Road ❑Adu3. ltSignature ce ❑Registpe 0 ered ed Mail Mail - CD Z LJl i n n W i I ❑A t Signature Restricted Delivery ❑Registered Mail Restricted =.� ry ' •o °' y I Hicksville,NY 11801 ertified Mail® Delivery w _j i J >y in -^ Q-o ❑Certified Mail Restricted Delivery ❑Signature ConfirmationT"' o C3 l I s o ❑Collect on Delivery ❑Signature Confirmation N CD c 3 -- _- _ r,_,_._._ Restricted Delivery o C � Q_=ArficlP Ni imhcr Crrnncfcr..+ - -" - -Delivery Restricted Delivery _o � a I {il o CD �: 9589 0710 5270 1300 0557 66 ul Restricted Delivery CD over 500) w I m N m 'PS Form 3811,July',2020 PSN7530-02-000-9053 Domestic Return Receipt oLn o M I a CO v oo X CD _'ETE THIS SECTION ON DELIVERY M CD CD MPLETE THIS SECTION NDER CO w LD a R� � � A Si ID . ature ®a m m ■ Com lete items 1,2,and 3. �y z � p ❑Agent m a a a I ■ Print your name and address on the reverse o. m � m � _ X ❑Addressee I so that we can return the card to you. o = o a N B. a ived by(Printed Name) C. Date of Deli ery <— 9 a v CL 7 ■ Attach this card to the back of the mailpiece, oo or on the front if space permits. Is delivery address different from item 1? ❑Ye L CL 1. Article Addressed to: If YES,enter delivery address below: ❑ vN, o 11! ° ❑❑ ❑❑❑ CD CD mv,u,vrerev 3 n>>�U n o n n w0),pmFA I -- — 33 cczmm rt i`D C ID cD w d T Z ° > ' William H. Harney III CD �33 �0 Tag ° ° Dam CD. w w CD @R�} I Anne Matthews 3. Service Type ❑Priority Mail Expresso a 3 a ° y 4015 Main Ba iew Road ❑Adult Signature ❑Registered MaliTM m ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted I Southold,NY 11971 EPM-ftified Mali® Delivery Certified Mail Restricted Delivery ❑Signature ConfirmationT"' ❑Collect on Delivery ❑Signature Confirmation _ Delivery Restricted Delivery Restricted Delivery r 9589 0710 5-270 1300 0557- 59 _ Via l Restricted Delivery - —-- - --I—(over$500) PS Form 3811,1 July.R020 PSN 7530.02-000-9053 Domestic Return Receipt �E� At EN-CONSULTANTS November 17,2023 fft f Town of Southold _ Board of Trusteest--� 54375 Main Road '—' -- �• '.: ?. �_ Post Office Box 1179 Southold,New York 11971 Re: 500 Glenn Road LLC 500 Glenn Road, Southold SCTM#1000-78-2-23 Dear Board of Trustees: In accordance with the memo regarding Chapter 55 Notice of Public Hearings, attached for your files are green return receipt cards received in regard to the November 15,2023 hearing for the above referenced application. 4Sincerel, he Enc. 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsu[tants.com environmental consulting SENDER:'COMPLETE THIS SECTION% cbMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,.and 3. A Signature ❑Agent ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you. B. Rec ved by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: D: Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑No Cathy J. Bowes 3. Service Type ❑Priority Mail Express@ 404 East 76�' Street ❑Adult Signature ❑Registered MaiIT"' ❑Adult Signature Restricted Delivery El Mail Restricted New York,NY 10021 ❑Certified Mail@ Delivery ❑Certified Mail Restricted Delivery ❑Signature Confirmation7m ❑Collect on Delivery ❑Signature Confirmation Delivery Restricted Delivery Restricted Delivery 7 0 2 2 3330 0001 3299 2839 ail Restricted Delivery over 500) Domestic Return Receipt ;PS Formr3811;`July 2Q20 PSM•7530=02=0o0=9053; -� THIS SECTION ON DELIVERY qqMPLETE SENDER: COMPLETE THIS SECTION ■ Complete items 1,2,and 3. A. Sign ,13,Agent ■ Print your name and address on the reverse X ddressee so that we can return the card to you. ■ Attach this card to the back of the mailpiece, B. Race* ed by(Printed ame) C. D e of Delve or on the front if space permits. D. 1. Article Addressed to: Is delivery address different from item 1? Oyes If YES,enter delivery address below: ❑No Jeffrey E. &Melissa T.Blum 420 Glenn Road 3. Service Type ❑Priority Mail Express@ Southold,NY 11971 ❑Adult Signature ❑Registered Ma1lTM'❑Adult Signature Restricted Delivery ❑Registered Mail Restricted ❑Certified Mail@ Delivery ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM ❑Collect on Delivery ❑Signature Confirmation on al Delivery Restricted Delivery Restricted Delivery 7 0 2 2 3 3 3 0 0001 3299 2877 Mail Restricted Delivery (over$500) �' PS Form 381�1s,.lu1y 2020 PSNj7530 02-000=9053 Domestic Return Receipt f- OFFICE LOCATION: „` �4A/UP ' MAILING ADDRESS: �� '-��. O`��;, Town Hall Annex '` '' P.O.Box 1179 54375 State Route 25 �{ Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) ? G. Southold, NY 11971 - • O.' , Telephone:631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP " LWRP Coordinator Date: July 15, 2024 Re: LWRP Coastal Consistency Review for 500 GLENN ROAD, LLC SCTM# 1000-78-2-23 En-Consultants on behalf of 500 GLENN ROAD, LLC requests an Amendment to Wetland Permit#9996 to construct a swimming pool and grade level masonry patio with pool enclosure fencing, pool drywell and equipment area; and to modify the location and area of the 15-foot vegetated non-turf buffer(from 1,687 to 1,695sq.ft.), in accordance with the updated wetlands boundary. Located: 500 Glenn Road, Southold. SCTM# 1000-78-2-23 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney 'Glenn Goldsmith,President ���v co, Town Hall Annex A.Nicholas Krupski,Vice President � 54375 Route 25 0 Eric Sepenoski * ,? P.O.Box 1179 Liz Gillooly �y • Opp Southold,NY 11971 Elizabeth Peeples �Ol �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: JT, 2�z� Completed in field by: 11 i zA&r 1% Ptc b j 0 En-Consultants on behalf of 500 GLENN ROAD, LLC requests an Amendment to Wetland Permit#9996 to construct a swimming pool and grade level masonry patio with pool enclosure fencing, pool drywell and equipment area; and to modify the location and area of the 15-foot vegetated non-turf buffer (from 1,687 to 1,695sq.ft.), in accordance with the updated wetlands boundary. Located: 500 Glenn Road, Southold. SCTM# 1000-78-2-23 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: ✓ G. oldsmith ✓N. Kru,pski ✓ E. Sepenoski L. Gillooly ✓ E. Peeples J I � u EN-CONSULTANTS REQUEST FOR AMENDMENT ® C May 2,2024 MAY _ 3 2024 Town of Southold Board of Trustees Southold Town Post Office Box 1179 Board of Trustees _ Southold,New York 11971 Re: Permit#9996 500 Glenn Road LLC 500 Glenn Road, Southold SCTM#1000-78-2-23 Dear Board of Trustees: Please accept this letter as a request to amend the above referenced permit as described on the enclosed Letter of Request for Amendment. Enclosed for review are: 1. Four(4) Applications for Letter of Request for Amendment including a) Authorization, affidavit&disclosure forms, and b) Articles of Organization. 2. Four(4) Short Environmental Assessment Form. 3. Four(4) LWRP Consistency Assessment Form. 4. Four(4) Site plan prepared by Kenneth M. Woychuk Land Surveying, PLLC, last dated April 30, 2024. 5. Photographs. 6. Amendment fee of$100. Sincer y, Robert E. ann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting ►FFont, Glenn Goldsmith,President ��v -ra Town Hall Annex A.Nicholas Krupski,Vice PresidentM, .e 54375 Route 25 0 Eric Sepenoski �'� ,a P.O.Box 1179 Liz Gillooly �y • Opp Southold,NY 11971 Elizabeth Peeples dal �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: En-Consultants on behalf of 500 GLENN ROAD, LLC requests an Amendment to Wetland Permit#9996 to construct a swimming pool and grade level masonry patio with pool enclosure fencing, pool drywell and equipment area; and to modify the location and area of the 15-foot vegetated non-turf buffer (from 1,687 to 1,695sq.ft.), in accordance with the updated wetlands boundary. Located: 500 Glenn Road, Southold. SCTM# 1000-78-2-23 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples �i`/ ��' fit! YF��- � -'���SnQ� •:.� / by t�• „ �p► �� y 4 � 'Coo V "ryy� d.,; 4 r1 y �`'t Y,`?F'S+ /'_ at?v xt,: .�S• . / .�4 Li ,r Nip Y' d ti r __ :fit,.... —r` � �-•-=ski, � iv �.,,8 �� _ t'^'„"E�a�- �"w tea.•g?a�''w'�i_ � �+, � "sue�'•�` �` _� �` ...�- V i i. �• ; .fit <: `,c`F•c1' thy',:�Ffl t�+• a ��ij •sy'Y'4� ,� s 'd - ��.7�" O� pal s. �E„�, .S •?�#?. X~ �1�q�`�jQ,f, +�4; l to CwTGG�s•• /. 'Tq► ' Sv'� y'"IN! 6i1 i�C 14 - ..+y-+�. r. TF1 �arc•�% �- �. 4 , ^ME � 0 ji zap , / ,� ��, r:.,,� r jam:�7+.., •r Ltr ,� 4j1u Ki�P*Tf- r7",l/,,/ �•,i,.I 1 � `. r 'i� t rys� IN 1 I /• l/I '/ ' /ll l / I/ I I l •l / avant ----+b•-'•�-'`------w------o---.: Y -- > — — SLEEPY ,an _ _._. •'�, l 1 +�F 1,1�� �� / ,, .\ �bns M -ma• �• � . r� � � !" ax !°�.� a10 ^ / •oumwD s , abssm • '^ � �i � a • i , '� .t�»'� � ice,./�aWq ar; �v-.`• 4'.""n �-----� ,14 r rar ra � � $�� �:$� � � -yJ.,..fJ,✓" r• b � �"'z _-=_,t--,y-k`i'ID__-j I Jo �1 roA w.ycl \\t�� as ;�yxa� \�?.rr e ,� � n` ., � +✓j' 4 � w... ytM? •0 s. „� x h u y g w ,•e wi \h p°' T �� z�i ^ y 4 as b '� ^!'»wr- •J' �a b m - -. wy{� a e^ ,� y�i 1 • b + a w _rx .w • ! n y1.4 SS �, Y ?- P \ r 'pa r.•�, °+ '+o ! • `"'^aoi ° �� tH_ yi S t; �,�x • i it � b »i b a' i ar». �b t � - .'� p,s . rya°M,.�\ ¢aW"_ - • a,ym 'y ; •r�{y J•Wq ,iYa .° •. ^ �s O�I,'� rr uaetnrw- ,rw `4.�Y o w� .�� y � y 'n `" 2 aj ," y. °•va a � .,, ^'r W � ,� a � " n a N yi� M M �� a " `• a f ,• >i}' azw Qr, ''^rq .»w•r,Q., � .. „b ; i • m ae y ,a u s 04 '4 J`�tr! ra I °°'m„+arz•a+ b � ��� .'fMr'� ',a Y � Vxi7i y � M 7 �W I i• r � e •' J � r'�p, ' g +� ; � ! ry'1 _ ^ 999 w 7 ., �wrnl r �"E •�'�� iJBiC6Fi15 ��. 1�sa� �- �1 � i � y� v+f� �� �l' t ma's^,.,. w I "-OEElEG.Hnb•1 .. At _ '�,� �r •w, � � rby s+ �F ,•°"�"• ••�,• ••®••••°"�"•"" - " COUNTY OF SUFFOLK O �R NoricE x m ro ,ae sEcr,a w Real Property Tax Service Agency ��11ppV E ,w_�__ __ __ __ —__ __�__ •.• ,j1 a JaO Gre Una.MI�,"',rvW W oSnsnvl of wwYOlm"af 1rE N bn a01/fNfXD UI N •,a_�•__ __ __ __ '— manr rax wrsnaaarrn a S aem¢r®+x 1�g,'wsf Fol't Caroline Burghardt,Chairperson , Town Hall,53095Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 ''+ ' `►�� Telephone(631)765-1889 law lir Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., July 10, 2024, the following recommendation was made: Moved by Maggie Merrill, seconded by Carol Brown, it was RESOVLED to NOT SUPPORT the application of 500 GLENN ROAD LLC to Amend Wetland Permit#9996 to include the construction of a 1 VX 34' swimming pool and 346 sf. grade level masonry patio; and to modify the location and area of the 15' vegetated non- turf buffer from 1,687sf to 1,695 sf. Located: 500 Glenn Rd., Southold. SCTM#78-2-23 Inspected by: Maggie Merrill The CAC does Not Support the application due to the proximity to a NYSDEC impaired water body. Vote of Council: Ayes: All Motion Carried S.C.T.M. NO. DISTRICT: 1000 SECTION: 78 BLOCK: 2 LOT(S):23 GL 8.4 GLENN R OAD CL 9.3 EDGE OF PAVEMENT U.P. 0.8'W 1.7 N TS T66- V3011 E 100.00' PIPE 484.10' o M \ \ M N 52.4' p 22.3' P. Q, POO�EOP. LOT 7 LOT 8 N :i .STORY LOT 6 I POOPROL I 15.8. . OD FIRM. MEWNG DRY W LL I a ' IBILCO WOOD o: \ ' ' ' ...... ::. . DECK � 40 20.6�\ PROP.346 S.F. AT GRADE BRICK PATIO 0.3'W i ROPOSE -' PROJECT LIMITING SILT FENCE '.SWIMMING POOL' AREA OF DISTURBANCE 4000 S.Ft '.I1'x34' - 21.2' ````- 11000 � w LAND N/F OF LAND N/F OF W °oo ZONE\ —__——— —6- w 3 ANDREW & MARGARET JELLETT JEFFERY & MELISSA BLUM w Bo�Nq 8 VACANT 10AF'I w z EQ(8f SIL1 FENCE a p a g ____ —5-—————————— - v EXISTING LU a cn PROPOSED EDGE OF LAWN o EDGE OF LAWNTO O I a BE RELOCATED LANDWARD v TO LIMIT OF 15'NON-TURF 0o x LAWN LIMIT OF PROPOSED BUFFER o I pROPOSED EDGE OF 15-WIDE 1695 M VEGETATED NOWTURF BUFFER N x _ _pµOP;4,ppOLFE x y } •+ '+X y �µ\ r F TIDAL WETLAND 9"DARY 1.8' +x x *x x * ***%•F%* % *X x� X As DELINEATED B1'EN. CONsuLiAN15 x o� FEB. 1,2024 rt + x * E 1120 S.F.OF LAWN rt �* -_ APPROX. x x * < _ - -3- TO BE REPLACED WITH X t a --- _ NATIVE VEGETATION 2-------- EXISTING VEGETATION TO REMAI ` \ _ _ -_____ MHW ALONG BANK •� �..� -•._..MHW TOWN LOT COVERAGE (BUILDABLE LAND 21,125 S.F.) EXISTING DWELLING W/COVERED PORCH: 2148 S.F. N 62045'40" W _ REAR DECK: 290 S.F. WEST 115.00' E;-1 1E t '` SHED: 73 S.F. / CREEK J pIL TOTAL EXISTING COVERAGE: 2511 S.F. or 11.9X LAND N/F OF in PROPOSED SWIMMING POOL: 374 S.F. LAND N/F OF JI i I►i TOTAL PROPOSED COVERAGE: 2885 S.F. or 13.7X LEA & SC07T VITRANO / ANNE MATTHEWS tttJJJ i11 Ji WILLIAM HARNEY MAY NYSDEC ADJACENT AREA COVERAGE I (AREA LANDWARD OF TIDAL WETLAND BOUNDARY. 21,125 S.F.) DWELLING W/COVERED PORCH & STEPS: 2158 S.F. REAR DECK W/STEPS: 305 S.F. SHED: 73 S.F. ASPHALT DRIVEWAY: 669 S.F. BILCO DOOR: 24 S.F. REVISED 04-30-24 TOTAL EXISTING COVERAGE: 3229 S.F. or 15.3% REVISED 03-05-24 PROPOSED SWIMMING POOL: 374 S.F. REVISED 02-27-24 PROPOSED POOL PATIO: 346 S.F. UPDATE/REVISE ADDITION 09-21-23 TOTAL PROPOSED COVERAGE: 3949 S.F. or 18.7% ADD FLAGGING 10-01-21 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FEMA MAP#36103CO166H LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 24,582.07 SQ.FT. or 0.56 ACRES ELEVATION DATUM: NAVD88------------------ UNAUTHORIZED ALTERAT70N OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDIT70NAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUfURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF:LOT 7 CERTIFIED TO: 500 GLENN ROAD LLC; MAP OF: WEST CREEK ESTATES FILED:AUG. 19, 1963 No. 3848 SITUATED AT:SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING. PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 221 —24 SCALE:1 "=30' DATE: MARCH 5, 2021 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 Glenn Goldsmith,President ®��®f S®U� Town Hall Annex A. Nicholas Krupski,Vice President ® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly c®s G � Telephone(631) 765-1892 -Elizabeth Peeples �® ® a® Fax(631) 765-6641 e®UNT`1,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 20, 2023 Robert Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: 500 GLENN ROAD, LLC 500 GLENN ROAD, SOUTHOLD SCTM# 1000-78-2-23 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, November 15, 2023 regarding the above matter: WHEREAS, En-Consultants on behalf of 500 GLENN ROAD, LLC applied to the Southold Town Trustees for an Amendment to Wetland Permit #9996 under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated October 6, 2023, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found to be Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, the structure 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, 2 NOW THEREFORE BE IT, RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to _.._________Wetland Permit#9996 to construct a 12'x36' one-story den/dining room addition with a Bilco door and basement below in lieu of the proposed 12'x20' one-story addition; and no farther seaward than approved addition or existing covered porch to be removed; construct a 12'x22.8' unroofed deck addition with 4'x4' landing and steps; relocation of proposed drywell; and to install and perpetually maintain a 15' wide, approximately 1,687sq.ft. vegetated non-turf buffer adjacent to the wetlands with the existing vegetation within the proposed buffer to remain; and the existing lawn within the proposed buffer to be replaced with native vegetation, and as depicted on the survey prepared by Kenneth M. Woychuk Land Surveying, PLLC, last dated November 10, 2023, and stamped approved on November 15, 2023. 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. This is not a determination from any other agency. Sincerely, Glenn Goldsmith, President Board of Trustees GG:dd S.C.T.M. NO. DISTRICT: 1000 SECTION: 78 BLOCK: 2 LOT(S):23 ® E � � � � [ NOV 13 2023 CL 8.4 GLENN ROAD CL 9.3 / / EDGE OF PAVEMENT Southold Town "P Board of Trustees 1.7N I •, S 66 1'30"E 100.00 IPE Q 484.10' 9- ----------- I APPROVE _-BOARD OF i RUST ES " W • CN �� 52.4' t�, TOWN OF SOU LD N ' N ATE ND *@6R-i5 2023 x 8 0.5IV -- 22.3' LOT 7 LOT 8 I m:':::��i.�srdRr•����::�. 6 1 I FRIM. DWELIJNG;: PROP.I GARAGE.:: PROP. 4'x4' ^' ;.;_.• ....•.;.•.•.•:.;.;:;:•;•::: WOOD STOOP 20.9 9 26.0' / BE uEm5�A P OPOSED I PROPOSED / TO BE DEUOUSHED PRO( — 1 STY�iDEN/DINING I N UNROOFED / zml� �Lr{'T,Ur10' I]tL'K �ii4!o _ 20.6' 136.01 22.8' 27.0'NG _x m ENCLOSED PORCH ' 0.3 W \ 125'x16.2' AND WOOD SMOP _ --- ---7--� PROJECT LIMITING SILT FENCE 44'TO BE DEMOLISHED I AREA OF DISTURBANCE 3500 S.F.t ZONE X C1WAEAWA Roo I LAND N/F OF _���I''_ LAND N/F OF o00 - _ _ _6_ JEFFERY & MELISSA BLUM 1oyeyup 3 ANDREW VACANT JELLETr rc ZOW AE°(B) ZO.L rn 04 _ Ln ---------- 5----- -- W EDGE OF�W O LANDWARD DLA rn TO LIMIT OFELOCA 'NON-NRF PROPOSED EDGE OF LAWN 00SUF BUF R 0 m PROPOSEDEDGE�" -- --4—__ N I _ Z x A__ LIMITOFPROPOSED / TIO&WEpAND BOUNDAN iaa7 S.F. / 13'Oprj` RF B, rtiA x 1Ct y� AS FLAGGED BY SUFFOLK ENVIRONMENTAL CONSUL71NO INC. 1.81M VEGETATED NON' •R y � Y.E SOF K SEPT.24.2021 x iO Y. x x'A x x AP1`1�nY.JA5 S.F.OF LAWN x NLACED ATIVE VEGETATIOBE REP N 2----------__ TAT — Yv4EMAl VEGEION MIiYV ALONGK -- EXISTING a. ALONG TOWN LOT COVERAGE N 6245140"W — — (BUILDABLE LAND 21,485 S.F.) 115.00' EXISTING DWELLING W/COVERED PORCH: 1711 S.F. WEST I CREEK ENCLOSED PORCH: 203 S.F. LAND N/F OF SHED: 73 S.F. LAND N/F OF I LEA & SCOTT VITRANO ANNE MA TTHEWS TOTAL EXISTING COVERAGE: 1987 S.F. or 9.25% WILLIAM HARNEYARNEY DEMO ENCLOSED PORCH: -202 S.F. PROPOSED ADDITION: 432 S.F. PROPOSED DECK: 274 S.F. TOTAL EXISTING COVERAGE: 2491 S.F. or 11.6% DRAINAGE CALCULATION PROPOSED ADDITION: 432 S.F. 432x.166=71.7<72cf REQ. (1) 8'0x2'DEEP DRY WELL 88cf PROVIDED REVISED 11-10-23 REVISED 10-03-23 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FEMA MAP#36103C0166H UPDATE/REVISE ADDITION 09-21-23 LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. AREA: 24,582.07 SQ.FT. or 0.56 ACRES ADD FLAGGING 10-01-21 ELEVA77ON DATUM: NAVD88�,_____ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLA 77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF 7HIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 774E 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INSTITUTION, GUARANTEES ARE NOT 7RANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 774EY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE TIME OF SURVEY SURVEY OR LOT 7 CERTIFIED TO: 500 GLENN ROAD LLC; MAP OF: WEST CREEK ESTATES FILED:AUG. 19, 1963 No. 3848 SITUATED AT.SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, P SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design rP.O. Bog 153 Aquebogue, New York 11931 FILE # 221 -24 SCALE:1 „=30' DATE: MARCH 5, 2021 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S LISC. NO. 050882 EN-CONSULTANTS November 10, 2023 Glenn Goldsmith, Chairman ® E C E I� Board of Trustees L� is Town of Southold P.O. Box 1179 NOV 13 2023 Southold,NY 11971 Southold Town Re: 500 Glenn Road LLC, 500 Glenn Road, Southold Board of Trustees Dear Mr. Goldsmith: Pursuant to our discussion during the Trustees' field inspection on November 8, 2022, please find enclosed three (3) copies of a survey/site plan prepared by Kenneth M. Woychuk Land Surveying, PLLC, last dated November 10, 2023, which has been revised with additional labeling to clarify: 1) The existing edge of lawn will be relocated landward to the limit of the proposed 15' non-turf buffer; 2) The proposed edge of lawn is equal to the landward limit of the proposed 15' non-turf buffer; 3) The existing vegetation within the proposed buffer is to remain; and 4) The existing lawn within the proposed buffer is to be replaced with native vegetation. Should you have any questions or require any additional information, please let me know. Resp c lly yours, Robert E. errmann Coastal Management Specialist Enclosures 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 1 f 631.283.6136 www.enconsultants.com environmental consulting Glenn Goldsmith,President �� `SCO Town Hall Annex A.Nicholas Krupski,Vice President y< ' 54375 Route 25 Eric Sepenoski ,? P.O.Box 1179 Liz Gillooly �y • 0�� Southold,NY 11971 Elizabeth Peeples Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time:NovftArf il,uL3 Completed in field by: at t ?eeA Ltd En-Consultants on behalf of 500 GLENN ROAD, LLC requests an Amendment to Wetland Permit#9996 to construct a 12'x36' one-story den/dining room addition with a Bilco door and basement below in lieu of the proposed 12'x20' one-story addition; and no farther seaward than approved addition or existing covered porch to be removed; construct a 12'x22.8' unroofed deck addition with 4'x4' landing and steps; relocation of proposed drywell; and to install and perpetually maintain a 15' wide, approximately 1,687sq.ft. vegetated non-turf adjacent to the wetlands, inclusive of approximately 765sq.ft. of existing lawn to be replaced with native vegetation. Located: 500 Glenn Road, Southold. SCTM# 1000-78-2-23 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: __ZG. oldsmith V"N. Kru ski E. Sepenoski L. Gillooly 7EE. Peeples �1 � -n. a K ,�F` t� .+r� yjfix,'�, -, �' •.I� ?� ��l -.. �� z i' I � �.� w to,�•sem r � �!� / �. Ar. `/.t. 1"Ir1rr7E`����� T IS a,., ^'�€�• - .....i.r�- - � _ ,+mss= "- — .1.._ ,, .i f l / '/ l '/ Iflillixillif / t u14 { �/a +� -t if- , m`.« �' :'fit}• ^Nt' pip yzy ���,ayf��j f`� � ✓�•""N``� % .y i��C+yrC.y. �- ��" d� K•/1����y''1. •y�y�%XC�S•' AM Of 4 flay.a.� �IF,�i•i ,:�f �.�yp,�"y,f �• _.. •y��. R�-y} �+� ,�w��NL.t. .�, ./ �.1!e' ��. S�, �� :.� M � �? � �, `W,,, .k � 'fit i',S/���ep r lw,>•� I�' .- , . « Ya �a ..R.. rte'. •Sl� � '�wi. +y�1 �'14 }IAr •4. s� i 500 GLENN ROAD LLC, I GLENN ROAD.SOUTHOLD k_ Figure 3. Looking east at existing covered porch and stoops/steps to be removed; and location of proposed 1-story dwelling addition. • 4h -.c SRT f Figure 4. Looking northwest at e_visting covered porch to be removed;and locations of proposed I-story dwelling addition and unroofed deck addition with stoop and steps. S.C.T.M. NO. DISTRICT: 1000 SECTION: 78 BLOCK: 2 LOT(S):23 CO' E €; E' t$ i[ 6 0 CT 6 2023 1g j 6 CL 8.4 GLENN ROAD CL 9.3 I 1--�;dTo1lri iBoard o1 Trustees / EDGE OF PAVEMENT -- / U.P. 0.8v I 1.7'N \�_ S 66 VV30"E 100.00' IPE A 484.10' ---_9- Q �o \y \\ 52.4' \� N _8 ' 22.3' � •:::25,9'::::;::::; H € € LOT 7 LOT 8 LOT 6 ERM. DWELLING:;: PROP.IDRY WfLL t a GF 85:;_:::;:;1,7.5' WOOD STOOP N 20.9' :::•: :•: ::::::•:= WOO Sf00P ::;:=::::.59e2EI(O'. 4'�Q.S' PFIOPOSED 70 BE DEMOLISHED PROFS -- i PROPOSED / 1 STY EN/DINING I N UNROOFEDBILCON DITION DECK _ 20.6'\ 36.0' i 22.8' 27-0- ENCLOSED PORCH 7.0'ENCLOSEDPORCH 12.5'x18.2' AND WOOD SLOOP --7`- PROJECT LIMITING SILT FENCE 44'TO BE DEWOUSHED I AREA OF DISTURBANCE 3500 S.F.t zow X ClwNCE ANNUAL now ` LAND N/F OF LAND N/F OF m �aDD�Nf - ----- -6- ANDREW & MARGARET JELLEIT JEFFERY & MELISSA BLUMNDaPr VACANT ZONE AE EE(6) TD io in rn �I ---- ---- ------`- o I Ln m 0 N rn CN Z xOPOSED �/ TIDAL WEUMID BOUNDARI' _ LIMIT S.F.019E 1667 —— 15'Vd TURF BUFFCONSULTING INC. ER y X AS FLAGGED BY SUFFOLK 0MRONIAENTAL 1.8'W VEGETATED NON• x•F x x% '�Of 7� SEPT.24.2021 r APPROX.765S.F.OFLAWN f--� — —3-� -- TO BE REPLACED WN NATIVE VEGETA110N ' ` MFIW•ALONG�BANK — ��.� 2 _ ----------_— a MHW ALONG TOWN LOT COVERAGE N 62045'40"W — — — (BUILDABLE LAND 21,485 S.F.) 115.00' EXISTING DWELLING W/COVERED PORCH: 1711 S.F. WEST 1 CREEK ENCLOSED PORCH: 203 S.F. ' LAND N/F OF SHED: 73 S.F. LAND N/F OF ANNE MATTHEWS TOTAL EXISTING COVERAGE: 1987 S.F. or 9.25% LEA & SCOTT VITRANO WILLIAM HARNEY DEMO ENCLOSED PORCH: -202 S.F. PROPOSED ADDITION: 432 S.F. PROPOSED DECK: 274 S.F. TOTAL EXISTING COVERAGE: 2491 S.F. or 11.6% DRAINAGE CALCULATION PROPOSED ADDITION: 432 S.F. 432x.166=71.7<72cf REQ. (1) 8'Ox2'DEEP DRY WELL 88cf PROVIDED REVISED 10-03-23 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL AREFIELD FEMA MAP#36103CO166H UPDATE/REVISE ADDITION 09-21-23 AND ORNDATAOOBNAINEDFROM SFROM 07HERSERVATIONS AREA: 24,582.07 SQ.FT. or 0.56 ACRES ADD FLAGGING 10-01-21 ELEVA77ON DATUM: NAVD88 UNAUTHORIZED AL 7ERA 77ON OR ADDITION TO THIS SURVEY IS A VIOLA TION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA 77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 1S PREPARED AND ON HIS BEHALF TO THE 7771E COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF:LOT 7 CERTIFIED TO: 500 GLENN ROAD LLC; MAP OF: WEST CREEK ESTATES FILED:AUG. 19, 1963 No. 3848 SITUATED AT.SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 FILE 221-24 SCALE: "=30' DATE: MARCH 5, 2021 PHONE (831)298-1588 FAX (631) 298-1588 # N.Y.S. LISC. NO. 050882 Glenn Goldsmith,President �� � JQ(/T��'t. Town Hall Annex A.Nicholas Krupski,Vice President ����'� f '�� 54375 Route 25 P.O.Box 1179 Eric Sepenoski 4aA N Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ', '� y� ��' Fax(631) 765-6641 BOARD OF TOWN TRUSTEES ! TOWN OF SOUTHOLD i 6 OCT 6 2023 i Raar�of Trust�e� LETTER OF REQUEST FOR AN AMENDMENT— ------—"- - - -"---- DATE October 4, 2023 OWNER 500 Glenn Road LLC PHONE 212-355-4704 c/o Allison Van Dusen, Member ADDRESS 515 E 89th Street, Apt. 46C, New York, NY 10128 AGENT En-Consultants PHONE 631-283-6360 ADDRESS 1319 North Sea Road, Southampton, NY 11968 PROPERTY LOCATION 500 Glenn Road, Southold TAX MAP NO. 1000-78-2-23 I/We En-Consultants for 500 Glenn Road LLC request an Amendment to Permit# 9996 to to authorize the construction of a 12'x 36' one-story den/dining room addition with Bilco door and basement below(instead of approved 12'x 20' one-story addition; and no farther seaward than approved addition or existing covered porch to be removed); construction of a 12'x 22.8' unroofed deck addition with 4'x 4' landing and steps; relocation of proposed drywell; and addition of a 15-ft wide, approximately 1,687 sf vegetated non-turf buffer adjacent to wetlands, inclusive of approximately 765 sf of existing lawn to be be replaced with native vegetation, all as depicted on a survey/site plan prepared by Kenneth M. Woychuk Land Surveying, PLLC, last dated October 4. 2023. 1 ,i Signed By: Robert E. Herrmann, astal Management Specialist 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part I-Project Information.The applicant or project sponsor is responsible for the completion of Part 1.Responses become part of the application for approval or funding, are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I-Project and Sponsor Information Name of Action or Project: 500 Glenn Road LLC Addition Project Location describe, and attach a location map): 500 Glean Road,Southold, SCTM#1000-78-2-23;located south side of Glenn Road,+/-484'east of Main Bayview Road,map provided Brief Description of Proposed Action: Amend Wetlands Permit No. 9996 to authorize the construction of a 12'x 36' 1-story den/dining room addition with Bilco door and basement below(instead of approved 12'x 20' 1-sty addition;and no farther seaward than approved addition or existing covered porch to be removed);construction of a 12'x 22.8'unroofed deck addition with 4'x 4' landing and steps;relocation of proposed drywell;and addition of a 15-ft wide,approximately 1,687 sf vegetated non-turf buffer adjacent to wetlands, inclusive of approximately 765 sf of existing lawn to be replaced with native vegetation,all as depicted on the survey/site plan prepared by Kenneth M.Woychuk Land Surveying,PLLC, last dated October 3,2023. Name of Applicant or Sponsor: Telephone: 212-355-4704 500 Glenn Road LLC E-Mail: fashek@hotmail.com Address: c/o Allison an Dusen,Member, 515 E 89th Street,Apt.4BC City/PO: State: Zip Code: New York NY 10128 1.Does the proposed action only involve the legislative adoption of a plan, local law, ordinance, NO YES administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that X may be affected in the municipality and proceed to Part 2.If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: X NYS DEC,Town of Southold Building 3.a.Total acreage of the site of the proposed action? +/-24,582 sf b.Total acreage to be physically disturbed? +/-3,500 sf c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? +/-24,582 sf' 4. Check all land uses that occur on, adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial ®Residential(suburban) ❑Forest ❑Agriculture ®Aquatic ❑ Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? X b. Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 7. Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? NO YES If Yes,identify: Names:Goose Creek,Peconic Bay&Environs,Reasons:Significant coastal fish&wildlife habitat;Protect public health,water,vegetation,&scenic beauty,Agencies:Southold Town, Suffolk County,Dates:3-9-90 7-12-88 X 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: X 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: X 11. Will the proposed action connect to existing wastewater utilities? NO YES If No, describe method for providing wastewater treatment: X 12.a. Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? X b. Is the proposed action located in an archeological sensitive area? X 13.a. Does any portion of the site of the proposed action,or lands adjoining the proposed action, contain NO YES wetlands or other waterbodies regulated by a federal, state or local agency? X b. Would the proposed action physically alter, or encroach into,any existing wetland or waterbody? X If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on, or are likely to be found on the project site.Check all that apply. ❑ Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ® Wetland ❑Urban ® Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats, listed NO YES by the State or Federal government as threatened or endangered? X 16. Is the project site located in the 100 year flood plain? NO YES X 17. Will the proposed action create storm water discharge,either from point or non-point sources? YES If Yes, a. Will storm water discharges flow to adjacent properties? ❑NO❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑YES Page 2 of 4 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: X 19. Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: X 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: X I AFFIRM THAT THE INFATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE b . Applicant/sponsor name: R He=ann,Coastal Mgmt. Specialist Date: October 4,2023 Signature: Part 2-Impact Assessment.The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic, archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g., wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 I No,or Moderate small to large impact impact may may occur 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance.The Lead Agency is responsible for the completion of Part 3.For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact, please complete Part I Part 3 should, in sufficient detail, identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts.Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting,probability of occurring, duration, irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 BURGUNDY CHARDD AY >r O\ (. � m —� pR �'y� 'y0 `.�; �\ `�`I-.,• P, SAGE+' �II Park rARPOA, ,•_. co 9� LONG PEEK PV MP i JL i , DR O 1 Poltib J E GENNEDon OP\OLSOJO�Qp \ // o MOCKINGBIRD ! 9G q� WILLOW E,°jy j� OBd 47 ,.' POP m ney 0 ' Jennin = � If TRK 48 EG°N QS L' m o`��qo a/,y, 0 25 }Y1 POP Southold9a00s �2 Pond q Sta vf, oa r� oro\�o 0 �c9s m w2yi 2t��t�eP St���oskm His�Soc��" �r0���o 0 0900 BI EDON r( PL< F 4-- ark N'"o N`S E.�P �) FqJ•S 90 5 lq i i'It 1 1 )LL. Pooa L.r C,i 1 \"•\PQ`PE Q� CA(VES f��, �� s s I \. i HILLM/OF yFc �ROF f Founders �NcRRv SoHsold v A qo ROM $� C` \/I Landing 1\ Q " EPtL\ INF LA Q vlA � W¢�¢o „�- JASM Harper Pt o m5 z �CIT"A BJ=1Y JOCKEY CREEK DR s m 5 o f o EP 2 t1\ Cem¢�.. 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' 7z- �. .. oins.Map 52.. 1 `Board of Trustees Applica in AUTHORIZATION (Where the applicant is not the owner) 1/We, Allison Christin Van Dusen, Sole Member, 500 Glenn Road LLC owners of the property identified as SCTM# 1000-. 78-2-23 __--__ .,in the town of Southold New York,hereby authorizes; En-Consultants to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. VC Property Owner's Signature Property Owner's Signature Allison Christin Van Dusen, Sole Member 500 Glenn Road LLC -h^ SWORN TO BEFORE ME THIS_ DAY OF 5.20. �Z TMI LO N0 KAIINE Notary Np:Q1L061006 O YorC� Qualm"M Naw York County Oct.20, 20L q Notary Public i Board of Trustees Applica in AFFIDAVIT 1 Allison Christin Van Dusen, Sole Member, 500 Glenn Road LLC BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Vv' N/A Signature of Property Owner Signature of Property Owner Allison Christin Van Dusen, Sole Member 500 Glenn Road LLC SWORN TO BEFORE ME THIS DAY OF 2fl 2 TERRI LONG-KALVE Notary Putilic.r8tsts of, aW YOM No..411.0,010061�. conlipad In Nrir Yorit Coubty �. •om.-a0,zo Notary Public t APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM ,The Town of Southold's Code of Ethics prohibits conflicts of interest on the Mrtof town officers and cmp j2Ms The nrrroose of this form is toprovide inf orinaticii which can alert the town of possible conflicts of interest aird allow'it to take whateveraction is necessary to avoid same" Allison Christin Van Dusen, Sole Member YOURNAMB: 500 Glenn Road LLC (Last name,first name,iriddle initial,unless you are applying in the name of someone else or other entity,such as a company_If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other,name the activity.) Do you personally(or through your company,spouse;sibling,parent,or child)have a relationship with.any officer or employee- of the Town of Southold? "Relationship"includes by blood,marriage,or business inwiesL"Business inteaesf"means.a business, including a partnership,in'which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 50 of shares. YES _ NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,pareM or child is(check all that apply): 12A)the owner of greater than 50/*-of the shares of the corporate stock ofthe applicant = (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); _R C)an officer,director,partner or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP J Submitted this day of S e l-c►riSir 20 23 Signature TT�. 11,: Print Name Allison Christin Van Dusen, Sole Member Form TS 1 500 Glenn Road LLC APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics Prohibits conflicts of interest on the part of town officers and emplovees.The Purpose of this form is to Provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME : Herrmann, Robert E. (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tag grievance Building Permit Variance Trustee Permit X X Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or,describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this 4thi, y of October , 023 - Signature Print Name Robert E. errm ann T ilCoTICE HEAR11IG NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: 500 GLENN ROAD, LLC SUBJECT OF PUBLIC HEARING: For an Amendment to Wetland Permit #9996 to construct a 12'x36' one-story den/dining room addition with a Bilco door and basement below in lieu of the proposed 12'x20' one-story addition; and no farther seaward than approved addition or existing covered porch to be removed; construct a 12'x22.8' unroofed deck addition with 4'x4' landing and steps; relocation of proposed drywell; and to install and perpetually maintain a 15' wide, approximately 1,687sq.ft. vegetated non-turf adjacent to the wetlands, inclusive of approximately 765sq.ft. of existing lawn to be replaced with native vegetation. Located: 500 Glenn Road, Southold. SCTM# 1000-78-2-23 TIME & DATE OF PUBLIC HEARING: Wednesday, November 15, 2023 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 t Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1, All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its si nig ficant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 78 - 2 _ 23 PROJECT NAME 500 Glenn Road LLC The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) El (c) Permit, approval, license, certification: Nature and extent of action: Amend Wetlands Permit No. 9996 to authorize the construction of a 12'x 36' 1-story den/dining room addition with Bilco door and basement below(instead of approved 12'x 20' 1-sty addition;and no farther seaward than approved addition or existing covered porch to be removed);construction of a 12'x 22.8'unroofed deck addition with 4'x 4'landing and steps;relocation of proposed drywell;and addition of a 15-ft wide,approximately 1,687 sf vegetated non-turf buffer adjacent to wetlands, inclusive of approximately 765 sf of existing lawn to be replaced with native vegetation,all as depicted on the survey/site plan prepared by Kenneth M. Woychuk Land Surveying,PLLC,last dated October 3,2023. Location of action: 500 Glenn Road, Southold Site acreage: 0.56 Present land use: Residential,one-family dwelling with dock Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: 500 Glenn Road LLC (b) Mailing address: c/o Allison Van Dusen, Member 515 E 89th Street,Apt.413C,New York,NY 10128 (c) Telephone number: Area Code 212-355-4704 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No® If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. F]Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary. NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ®Yes ❑ No ❑ Not Applicable The application for amendment of Town Wetlands Permit No.9996 proposes the construction of a 1-story addition that is approximately 192 sf larger than the currently approved addition and addition of a 274 sf deck,which at its closest point will be located 95 feet from wetlands.As mitigation for the increased project scope,the proposed drywell approved on the waterside of the house will instead be installed outside Chapter 275 jurisdiction;and whereas a non-turf buffer was not previously proposed or required by the current permit,the proposed amendment includes establishment of a 15'wide,approximately 1,687 sf vegetated non-turf buffer adjacent to wetlands(inclusive of approximately 765 sf of existing lawn to be replaced with native vegetation),which will permanently act as a sink for runoff and potential contaminants contained therein.The revised plan also calls out a proposed project limiting fence to control runoff and site disturbance during construction.Therefore, consistent with Policies 5 and 6,the amended project design would provide increased protection of water quality,and both increased protection and active restoration of the quality and function of the adjacent tidal wetlands ecosystem. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ®Yes ❑ No ❑ Not Applicable The application for amendment of Town Wetlands Permit No.9996 proposes the construction of a 1-story addition that is approximately 192 sf larger than the currently approved addition and addition of a 274 sf deck,which at its closest point will be located 95 feet from wetlands.As mitigation for the increased project scope,the proposed drywell approved on the waterside of the house will instead be installed outside Chapter 275 jurisdiction;and whereas a non-turf buffer was not previously proposed or required by the current permit,the proposed amendment includes establishment of a 15'wide,approximately 1,687 sf vegetated non-turf buffer adjacent to wetlands(inclusive of approximately 765 sf of existing lawn to be replaced with native vegetation), which will permanently act as a sink for runoff and potential contaminants contained therein.The revised plan also calls out a proposed project limiting fence to control runoff and site disturbance during construction.Therefore,consistent with Policies 5 and 6,the amended project design would provide increased protection of water quality,and both increased protection and active restoration of the quality and function of the adjacent tidal wetlands ecosystem. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold s .nater-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III – Policies; Pages 62 through 65 for evaluation criteria. F-1Yes 1:1No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY TITLECoastal Management Specialist DATE 10/4/2023 Robert E. H an Amended on 811105 i 4 EN-CONSULTANTS REQUEST FOR AMENDMENT October 4,2023 Town of Southold Board of Trustees Post Office Box 1179 Southold,New York 11971 OCT 6 2023 Re: Permit#9996 ` - 500 Glenn Road LLC 500 Glenn Road, Southold SCTM#1000-78-2-23 Board'-,"irtFaicas Dear Board of Trustees: Please accept this letter as a request to amend the above referenced permit.as described on the enclosed Letter of Request for Amendment. Enclosed for review are: 1. Four(4)Applications for Letter of Request for Amendment including a) Authorization, affidavit& disclosure forms, and b) Articles of Organization. 2. Four(4) Short Environmental Assessment Form. 3. Four(4) LWRP Consistency Assessment Form. 4. Four(4) Site plan prepared by Kenneth M. Woychuk Land Surveying, PLLC, last dated October 3, 2023. 5. Photographs. 6. Amendment fee of$100. Sincer 1' y, Robert E. Znn Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsuItants.com environmental consulting � L I OFFICE LOCATION: ��� S�UlyO 1 MAILING ADDRESS: Town Hall Annex O P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) y Southold, NY 11971 Q Telephone: 631765-1938 IrDUNTY,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: November 15, 2023 Re: LWRP Coastal Consistency Review for 500 GLENN ROAD, LLC En-Consultants on behalf of 500 GLENN ROAD, LLC requests an Amendment to Wetland Permit #9996 to construct a 12'x36' one-story den/dining room addition with a Bilco door and basement below in lieu of the proposed 12'x20' one-story addition; and no farther seaward than approved addition or existing covered porch to be removed; construct a 12'x22.8' unroofed deck addition with 4'x4' landing and steps; relocation of proposed drywell; and to install and perpetually maintain a 15' wide, approximately 1,687sq.ft. vegetated non-turf adjacent to the wetlands, inclusive of approximately 765sq.ft. of existing lawn to be replaced with native vegetation. Located: 500 Glenn Road, Southold. SCTM# 1000-78-2-23 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney F81 Ir 0 �� as John G.Stein,Chairpersony Town Hall,53095 Main Rd. Lauren Standish,Secretary $ P.O.Box 1179 • `F Southold,NY 11971 y?1�! �aO� Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., November 8, 2023, the following recommendation was made: Moved by John Chandler, seconded by John Stein, it was RESOLVED to SUPPORT the application of 500 GLENN ROAD LLC to Amend Wetland Permit#9996 to authorize the construction of a 12'X 36' one-story den/dining addition with Bilco door and basement below (instead of approved 12'X 20' on-story addition; and no farther seaward than approved addition or existing covered porch to be removed); construction of a 12'X 22.8' unroofed deck addition with 4'X 4' landing and steps; relocation of proposed drywell; addition of a 15' vegetated non-turf buffer adjacent to wetlands, inclusive of approx. 765 sf. of existing lawn to be replaced with native vegetation. Located: 500 Glenn Rd., Southold. SCTM#78-2-23 Inspected by: Maggie Merrill, Inga Van Eysden The CAC Supports the application with a 20' non-turf buffer planted with native vegetation. Vote of Council: Ayes: All Motion Carried Glenn Goldsmith,Presidentfid}SUFF�(�. Town Hall Annex A.Nicholas Krupski,Vice President ��O Gy 54375 Route 25 Eric Sepenoskio P.O.Box 1179 Liz Gillooly o ® Southold,NY 11971 Elizabeth Peeples Telephone(631)765-1892 .. %'� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of 500 GLENN ROAD,LLC COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED INPLACE FOR AT LEAST SEYENDAYS PRIOR TO THE PUBLIC HEARING DATE— COMPLETE THIS FORM ON EIGHTH DAY OR LATER I, Robert E. Henmen . , residing at/dba Err-Consultants, 1319 North Sea Road,Southampton, NY 11%8 being duly sworn, depose and say: That on the 7thday of November , 20 23 , I personally posted the property known as 500 Glenn Road, Southold,_._SCTM #1000-78-2-23 by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday,November 15,2023. Dated: (signature) Sworn to before me this 15th day of Nov. 20 23 KIM H . STEPHENS NOTARY PUBLIC Notary Public STATE OF NEW YORK COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 , 20 ZS YV" EN—COULT NT November 10, 2023 Glenn Goldsmith, Chairman �I (` Board of Trustees Town of Southold P.O. Box 1179 NOV 1 3 202 -�� Southold,NY 11971 Ear �a� .,- Re: 500 Glenn Road LLC 500 Glenn Road Southold �" uu�m.>t(,; s Dear Mr. Goldsmith: Pursuant to our discussion during the Trustees' field inspection on November 8, 2022, please find enclosed three (3) copies of a survey/site plan prepared by Kenneth M. Woychuk Land Surveying, PLLC, last dated November 10, 2023, which has been revised with additional labeling to clarify: 1) The existing edge of lawn will be relocated landward to the limit of the proposed 15' non-turf buffer; 2) The proposed edge of lawn is equal to the landward limit of the proposed 15' non-turf buffer; 3) The existing vegetation within the proposed buffer is to remain; and 4) The existing lawn within the proposed buffer is to be replaced with native vegetation. Should you have any questions or require any additional information, please let me know. Resp e ull,y yours, Robert E. errmann Coastal Management Specialist Enclosures 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 1 f 631.283.6136 www.enconsuItan ts.corn environmental consulting S.C.T.M. NO. DISTRICT: J100(0 SECTION: 78 BLOCK:2 LOT(S):23 NOV 1 3 2r)23 CL a., GLENN ROAD CL 9.J t r r 0a OF P VWE )Utholc,l loon..._ r u.P, art c f (f u;:i' s o.aav i -- ,S Bb° 1'30"E 100.00' Pe' 484.10' 9— ---,.......----""'"-- ®.. * s � 52.4' � 22.3'—" p r LOT 7 LOT 8 LOT 6 las' /aao, rAr w I rH.11.4 !J� I rurAce of 95 �a trc,f n rm _, xa; >De A.;�flarr PRIA mrlr,ya1�' rel re,v zruedrve � rrr ay a F,e� aO SLY - �,,. pp .�..,. qq� - 2r1 �. fano a wnrnvr '�� ;n.sw AND 140�9PMlf'" w, -: ,NNf,LIr Nlj AV "M C AuP�(�YI.M.+bYJ#,IND I"`'P'°-,-„, 7 ✓ A.FltV}t m1Ex LAND N/F OF T ".— ,___— _B — LAND N/F OF JEFFERY&MELISSA BLUMI _ ANDREW&MARGARET JELLEfi VACANT ZW m¢(N m u, _ N w ru f`v:urnruuiaoaCra�!+D riJ a �tiUf fF a Ifn71 -4--___ z 1713 f J fJ#G AW /l i 7164E MEIINID BOtNINA( t f a i>- AS nAwm 9(&FM aA1MONIiEMB COM UI MG NC. WE 24,=1 .. ..-- ------ _ 1jhiYl N.07iU ^-.••.... --- iy MNW ALONG R4Nl(••••.-.•.... „T TOWN LOT COVERAGE N62°45'40,,W — (BUILDABLE LAND 27,485 S.F.) ��� f 15.00' EXISTING DWELLING W/COVERED PORCH: 1711 S.F. /CR EEK ENCLOSED PORCH:203 S.F. LAND N/F OF SHED: 73 S.F. LAND N/F OF ANNE MATTHEWS TOTAL EXISTING COVERAGE: 7987 S.F. or 9.259 LEA&SCOTT VITRANO WILLIAM HARNEY DEMO ENCLOSED PORCH:—202 S.F. PROPOSED ADDITION:432 S.F. PROPOSED DECK: 274 S.F. TOTAL EXISTING COVERAGE:2497 S.F. or 11.69 DRAINAGE CALCUL ATION PROPOSED ADDITION: 432 S.F. 432x.1 66=71.7<72cf REO. (1)8'0x2'DEEP DRY WELL 88cf PROVIDED REVISED 11-10-23 REVISED 10-03-23 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FEMA MAP#36103CO166H UPDATE/REVISE ADDITION 09-21-23 LOCAORNS DATA ONA REDFRO MFIELDOTHOBSERVATIONS ANDAREA:24,582.07 SQ.FT. or 0.56 ACRES ADD FLAGGING 10-01-21 ELEVA77ON DATUM: NAVD88 UNAUTHORIZED ALTERA77ON OR ADD177ON TO THIS SURVEY IS A V70LA77ON OF SECT70N 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777UT70N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUBTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF:LOT 7 CERTIFIED TO: 500 GLENN ROAD LLC; MAP OF:WEST CREEK ESTATES RLED:AUG. 19, 1963 No. 3848 SITUATED AT:SOUTHOLD TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design t / P.O. Dox 183 Aquebogue, New York 11931 FILE #221-24 SCALE:1”=30' DATE:MARCH 5, 2021 PHONE (881)298-1588 FAX(681) 298-1588 N.Y.S. LISC. NO. 050882 121 Glenn Goldsmith,President �0��' V1 CO Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski y „z P.O.Box 1179 Liz Gillooly �y D�- a Southold,NY 11971 Elizabeth Peeples Telephone(631)765-1892 zru. Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed infield by: En-Consultants on behalf of 500 GLENN ROAD, LLC requests an Amendment to Wetland Permit#9996 to construct a 12'x36' one-story den/dining room addition with a Bilco door and basement below in lieu of the proposed 12'x20' one-story addition; and no farther seaward than approved addition or existing covered porch to be removed; construct a 12'x22.8' unroofed deck addition with 4'x4' landing and steps; relocation of proposed drywell; and to install and perpetually maintain a 15' wide, approximately 1,687sq.ft. vegetated non-turf adjacent to the wetlands, inclusive of approximately 765sq.ft. of existing lawn to be replaced with native vegetation. Located: 500 Glenn Road, Southold. SCTM# 1000-78-2-23 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples .. ,. !•. '' . Sk < rp..fit rsI <Il`,; i .� c ox .lei .... ,.. � � I .i` ✓� /rol��/`I '.` !A�'ff�y y� ! �1 '{•� 7• ,vii�t J� NA .... ._,.�" ;. Y. �• _ _ 'p•-.. '! — _+.�,��"�>fir. � ti- c- _ r�J,w �•� � w�-��•' g,+ �� 1 s }`.,`•• �' �'�Ih��,��YYY 'a�. 'ti � �"1�4 t�°` !jam 7. .�_.�' � ., Www..,�'M-•r •�.+.:-. �,.�..; .- ,.,., ',+. Mir I •I 111 '/ I ' / '/ I I / ' r I I l I l I l / // /l 500 GLENN ROAD LLC I GLENN ROAD,SOUTHOLD Nil i ti y e n Figure 3. Looking east at existing covered porch and stoops/steps to be removed, and location of proposed]-story dwelling addition. 3C � a ® t 1 � �i {:A Figure 4. Looking northwest at existing covered porch to be removed,and locations of•proposed 1-story dwelling addition and unroofed deck addition with stoop and steps. S.C.T.M. NO. DISTRICT. 1000 SECTION: 78 BLOCK: 2 LOT(S):23 �,rj p E; C-111 ,,ii 11 I 1' 0 CT 6 2023 CL B.4 GLENN ROAD ____ CL 9.3 f SOUiilDid Tov�n Board r, Trust'Os / EDGE OF PAVEMENT / U.P. oxv I 1.7N S 66° 1'30"E 100.00' IPE _ A 484.10' O \0 m N \\ 52.4' 1p t W \\ a\� m a \ \\ 8 22.3' H I LOT 7 LOT 8 LOT 6 I i N;FRM. DWEwNG:;: PROP.I DRYWfLL ''::::::;m PROP. 4'x4' 20.9' I _ WOOD STOOP wooD srooP i �'�`��`�--•••'• s i'`•-••=:=-::;•:••;•:•:'•:•:: 26.0' � 4'x2.5' PF4OM':L' PROPOSED / 70 BE DEMOLISHED PROFS 1 STY' EN/DINING N UNROOFED // 4•: BlLCOX DITION DECK 20.6'\ 36.0' 22.8' 27 0' EXISTING \ // 0.3v ENCLOSED PORCH 125'x16.2' AND WOOD SFOOP --————— --7-' PROJECT LIMITING SILT FENCE 4'x4'70 BE OETAOUSHED I AREA OF DISTURBANCE 3500 S.F.t zME X 0.29 OMWANNUAL RM .—' -�- - LAND N/F OF LAND N/F OFD?D/yE _--_ -6- ANDREW & MARGARET JELLETT JEFFERY & MELISSA BLUMNDggy- VACANT zoo.��� in Fo LO m `*I --------------- -5----- ------- o o '^ m ° 00 0 CN 2 x LIMITOFPROPOsED �\ ,/ IM WEIIMND BOUNDARY 15'`HYDE 1681 RF BUFFER x AS RAGGED BY SUFFOLK SM N NAL CONSULTING INC. _ f VEGETATED NON.TU �X X SEPF 24,2021 y� f tAIL �. X Y. Y. APPROX.765CEDOWfTFtwN% 1R� X��= -F L— — —3To B5 �' NATIVE VEGETATION —————————— MFIYV a MHW ALONG TOWN LOT COVERAGE N 62145'40"W — — — (BUILDABLE LAND 21,485 S.F.) 115.00' EXISTING DWELLING W/COVERED PORCH: 1711 S.F. WEST 1 CREEK ENCLOSED PORCH: 203 S.F. LAND N/F OF SHED: 73 S.F. LAND N/F OFANNE MATTHEWS TOTAL EXISTING COVERAGE: 1987 S.F. or 9.25% LEA & SCOTT VITRANO 1 WILLIAM HARNEY DEMO ENCLOSED PORCH: -202 S.F. PROPOSED ADDITION: 432 S.F. PROPOSED DECK: 274 S.F. TOTAL EXISTING COVERAGE. 2491 S.F. or 11.6% DRAINAGE CALCULATION PROPOSED ADDITION: 432 S.F. 432x.166=71.7<72cf REQ. (1) 8'Ox2'DEEP DRY WELL 88cf PROVIDED REVISED 10-03-23 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL AREIELD FEMA MAP#36103CO166H UPDATE/REVISE ADDITION 09-21-23 AND ORD ATAOWN OBTAINEDFROM FROMFS.OTHERSERVAAONS AREA: 24,582.07 SQ.FT. or 0.56 ACRES ADD FLAGGING 10-01-21 ELEVATION DATUM: NAVD88�__ UNAUTHORIZED ALTERA77ON OR ADDITION TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 774E PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO 774E 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 774E ASSIGNEES OF 774E LENDING 1NS7777J770N, GUARANTEES ARE NOT 7RANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 77•IEREFORE 7HEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADD177ONAL S7RUC77URES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF:LOT 7 CERTIFIED TO: 500 GLENN ROAD LLC; MAP OF: WEST CREEK ESTATES FILED:AUG. 19, 1963 No. 3848 SITUATED AT:SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, P SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 221 -24 SCALE:1 "=30' DATE: MARCH 5, 2021 N.Y.S. LISC.�NO. 050882 PHONE (631)298-1588 FAX (631) 298-1588 Glenn Goldsmith,President Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President P.O.Box 1179 Eric S-epenoski Southold,New York 11971 Liz Gillooly 2 Telephone(631) 765-1892 Elizabeth Peeples Fax(631)765-6641 Cou BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD OCT 6 2023 LETTER OF REQUEST FOR AN AMENDMBoard of Truisees_' DATE October 4, 2023 OWNER 500 Glenn Road LLC PHONE 212-355-4704 c/o Allison Van Dusen, Member ADDRESS 515 E 89th Street, Apt. 413C, New York, NY 10128 AGENT En-Consultants PHONE 631-283-6360 ADDRESS 1319 North Sea Road, Southampton, NY 11968 PROPERTY LOCATION 500 Glenn Road, Southold TAX MAP NO. 1000-78-2-23 I/We En-Consultants for 500 Glenn Road LLC request an Amendment to Permit# 9996 to to authorize the construction of a 12' x 36' one-story den/dining room addition with Bilco door and basement below(instead of approved 12'x 20' one-story addition; and no farther seaward than approved addition or existing covered porch to be removed); construction of a 12' x 22.8' unroofed deck addition with 4' x 4' landing and steps; relocation of proposed drywell; and addition of a 15-ft wide, anproximately 1,687 sf vegetated non-turf buffer adjacent to wetlands, inclusive of approximately 765 sf of existing lawn to be be replaced with native vegetation, all as depicted on a survey/site plan prepared by Kenneth M. Woychuk Land Surveying, PLLC. last dated October 4. 2023. Signed By: Robert E. He;;ann4�,- astal Management Specialist 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part I-Project Information.The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I-Project and Sponsor Information Name of Action or Project: 500 Glenn Road LLC Addition Project Location(describe, and attach a location map): 500 Glean Road, Southold, SCTM#1000-78-2-23;located south side of Glenn Road,+/-484'east of Main Bayview Road,map provided Brief Description of Proposed Action: Amend Wetlands Permit No.9996 to authorize the construction of a 12'x 36' 1-story den/dining room addition with Bilco door and basement below(instead of approved 12'x 20' 1-sty addition;and no farther seaward than approved addition or existing covered porch to be removed);construction of a 12'x 22.8'unroofed deck addition with 4'x 4' landing and steps;relocation of proposed drywell;and addition of a 15-ft wide,approximately 1,687 sf vegetated non-turf buffer adjacent to wetlands,inclusive of approximately 765 sf of existing lawn to be replaced with native vegetation,all as depicted on the survey/site plan prepared by Kenneth M. Woychuk Land Surveying,PLLC,last dated October 3,2023. Name of Applicant or Sponsor: Telephone: 212-355-4704 500 Glenn Road LLC E-Mail: fashek@hotmail.com Address: c/o Allison an Dusen,Member,515 E 89th Street,Apt.413C City/PO: State: Zip Code: New York NY 10128 1.Does the proposed action only involve the legislative adoption of a plan, local law,ordinance, NO YES administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that X may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit, approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: X NYS DEC,Town of Southold Building 3.a. Total acreage of the site of the proposed action? +/-24,582 sf b.Total acreage to be physically disturbed? +/-3,500 sf c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? +/-24,582 sf 4. Check all land uses that occur on, adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial ®Residential(suburban) ❑Forest ❑Agriculture ®Aquatic ❑ Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? X b. Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: Names:Goose Creek,Peconic Bay&Environs,Reasons:Significant coastal fish&wildlife habitat;Protect public health,water,vegetation,&scenic beauty,Agencies:Southold Town, Suffolk County,Dates:3-9-90 7-12-88 X 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: X 10. Will the proposed action connect to an existing public/private water supply? NO YES If No, describe method for providing potable water: X 11. Will the proposed action connect to existing wastewater utilities? NO YES If No, describe method for providing wastewater treatment: X 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b. Is the proposed action located in an archeological sensitive area? X X 13.a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal, state or local agency? X b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply. ❑ Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ® Wetland ❑Urban ® Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats, listed NO YES by the State or Federal government as threatened or endangered? X 16. Is the project site located in the 100 year flood plain? NO YES X 17. Will the proposed action create storm water discharge,either from point or non-point sources? Q YES If Yes, a. Will storm water discharges flow to adjacent properties? ❑NO❑YES b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑YES Page 2 of 4 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: X 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: X 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: X I AFFIRM THAT THE INFATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Mb7n-Herrmann,Coastal Mgmt. Specialist Date: October 4,2023 Signature: Part 2-Impact Assessment.The Lead Agency is responsible for the completion of Part 2. Answer alt of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur I. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic, archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance.The Lead Agency is responsible for the completion of Part 3.For every question in Part 2 that was answered"moderate to large impact may occur", or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part I Part 3 should, in sufficient detail,identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts.Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude.Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 CHARDO NAYff�i� Park N11 GREEK M MOCKINGBIRD O Q Lot4 ;4 eld Jerinin fv TRK 48 25 SoutholdP010 'T' q0 r Sta P °C9s o NGy2 tn�t�el S�yFC ® � �� o0 0`�0�°�O °�D B1 EDON S T n U U, C/LJJ HLLMM Founders I I Landing Harper Pt C fee BAY JOCKEY CH LJAN v CemQi INF: rc Southold 0 YC R N. RRISH--DA Sou old A S]l Cus�er "Park\ CLFARVIEW Indian lvluum institute o ~~ o vi. EhR SCh U AV W it SLEEPYh V ov yOyOR 5. GLENN A DR AT HOG RIGGER LA < NECK Site AGce55 Via' f 7 BAYVIEW S w au HD Ay lv 4�i_y ew -0 Po OPE HE ,lij corcy % I I A ST E WQ mTg7s. Cedak Bea IoA KWo0 Wo D County,Pai C 04B9AC- Suffolk County Hagstrom Map#'44 rrp W C) 1 +2,000PL FICIS NECK LL BAY A A W 72°76'15'.. L3 72-2530• • M8 3.2,?4'45. N.3 :72 24:00' 03 72—. % Joins Map 52 t Board of Trustees Appllca in AUTHORIZATION (Where the applicant is not the owner) I/We, Allison_Christin Van Dusen, Sole Member, 500 Glenn Road LLC owners of the property identified as SCTM# 1000-_ 78-2-23. ___ in the town of Southold New York,hereby authorizes . En-Consultants to act as my agent and handle all necessary work involved with the application process for permit(s)from the Southold Town Board of Trustees for this property. ( ^ VC'` N/A Property Owner's Signature Property Owner's Signature Allison Christin Van Dusen, Sole Member 500 Glenn Road LLC SWORN TO BEFORE ME THIS _ DAY OF ,20_� TERRI tONQ"LINE Notary Public.:Btabi of Now Yolk No.OIL , 10 Is , GwliMdIn Naw York County Ealilres Oct. 20, 20.., Notary Public t Board of Trustees Applica in AFFIDAVIT Allison Christin Van Dusen, Sole Member, 500 Glenn Road LLC BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES, INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. OB Uva N/A Signature of Property Owner Signature of Property Owner Allison Christin Van Dusen, Sole Member 500 Glenn Road LLC SWORN TO BEFORE ME THIS9:3� DAY OF SC'� TERRI LONG-KALINE Notary Puo.State of Now Y",No.-Q1LOE1006is Gualltlo0 in Now York Coubty ot.20.ZO L 11 Notary Public t APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics Qrohibits conflicts of interest on.the part of town officers and employees.The twroose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whateveraction is necessary toavoid same . Allison Christin Van Dusen, Sole Member YOUR NAME., 500 Glenn Road LLC (Last name,first name,Middle initial,unless you are applying in the name of someone else or other entity,such as a company_If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (if"Other",name the activity.) Do you personally(or through your company,spouse;sibling,parent,or child)have a relationship with any officer or employee. ofthe Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means.a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee•owns more than,5%of ge shares. YES NO FT If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent or child is(check all that apply): �A)the owner of greater than 5%of the shares of the corporate stock of the applicant _E (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); –R C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP J Submitted this day of �z fc,I-cr 20 -2-3 Signature —ITRI, Print Name Allison Christin Van Dusen, Sole Member Form TS 1 500 Glenn Road LLC APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME • Herrmann, Robert E. .(Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance Trustee Permit X X Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D) and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP F" Submitted this 4th; y of October ,20 23 - Signature Print Name Robert E. errm ann INUTIL' ' t Ulm HLAIXING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: 500 GLENN ROAD, LLC SUBJECT OF PUBLIC HEARING: For an Amendment to Wetland Permit #9996 to construct a 12'x36' one-story den/dining room addition with a Bilco door and basement below in lieu of the proposed 12'x20' one-story addition; and no farther seaward than approved addition or existing covered porch to be removed; construct a 12'x22.8' unroofed deck addition with 4'x4' landing and steps; relocation of proposed drywell; and to install and perpetually maintain a 15' wide, approximately 1,687sq.ft. vegetated non-turf adjacent to the wetlands, inclusive of approximately 765sq.ft. of existing lawn to be replaced with native vegetation. Located: 500 Glenn Road, Southold. SCTM# 1000-78-2-23 TIME & DATE OF PUBLIC HEARING: Wednesday, November 15, 2023 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significan beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 78 - 2 - 23 PROJECT NAME 500 Glenn Road LLC The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: Nature and extent of action: Amend Wetlands Permit No.9996 to authorize the construction of a 12'x 36' 1-story den/dining room addition with Bilco door and basement below(instead of approved 12'x 20' 1-sty addition;and no farther seaward than approved addition or existing covered porch to be removed);construction of a 12'x 22.8'unroofed deck addition with 4'x 4' landing and steps;relocation of proposed drywell;and addition of a 15-ft wide,approximately 1,687 sf vegetated non-turf buffer adjacent to wetlands, inclusive of approximately 765 sf of existing lawn to be replaced with native vegetation,all as depicted on the survey/site plan prepared by Kenneth M. Woychuk Land Surveying, PLLC, last dated October 3,2023. Location of action: 500 Glenn Road, Southold Site acreage: 0.56 Present land use: Residential,one-family dwelling with dock Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: 500 Glenn Road LLC (b) Mailing address: c/o Allison Van Dusen,Member 515 E 89th Street,Apt.4BC,New York,NY 10128 (c) Telephone number: Area Code 212-355-4704 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No® If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ®'Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary. NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ®Yes ❑ No ❑ Not Applicable The application for amendment of Town Wetlands Permit No.9996 proposes the construction of a 1-story addition that is approximately 192 sf larger than the currently approved addition and addition of a 274 sf deck,which at its closest point will be located 95 feet from wetlands.As mitigation for the increased project scope,the proposed drywell approved on the waterside of the house will instead be installed outside Chapter 275 jurisdiction;and whereas a non-turf buffer was not previously proposed or required by the current permit,the proposed amendment includes establishment of a 15'wide,approximately 1,687 sf vegetated non-turf buffer adjacent to wetlands(inclusive of approximately 765 sf of existing lawn to be replaced with native vegetation),which will permanently act as a sink for runoff and potential contaminants contained therein.The revised plan also calls out a proposed project limiting fence to control runoff and site disturbance during construction.Therefore, consistent with Policies 5 and 6,the amended project design would provide increased protection of water quality,and both increased protection and active restoration of the quality and function of the adjacent tidal wetlands ecosystem. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ®Yes ❑ No ❑ Not Applicable The application for amendment of Town Wetlands Permit No.9996 proposes the construction of a 1-story addition that is approximately 192 sf larger than the currently approved addition and addition of a 274 sf deck,which at its closest point will be located 95 feet from wetlands.As mitigation for the increased project scope,the proposed drywell approved on the waterside of the house will instead be installed outside Chapter 275 jurisdiction;and whereas a non-turf buffer was not previously proposed or required by the current permit,the proposed amendment includes establishment of a 15'wide,approximately 1,687 sf vegetated non-turf buffer adjacent to wetlands(inclusive of approximately 765 sf of existing lawn to be replaced with native vegetation), which will permanently act as a sink for runoff and potential contaminants contained therein.The revised plan also calls out a proposed project limiting fence to control runoff and site disturbance during construction.Therefore,consistent with Policies 5 and 6,the amended project design would provide increased protection of water quality,and both increased protection and active restoration of the quality and function of the adjacent tidal wetlands ecosystem. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III – Policies Pages 32 through 34 for evaluation criteria. ❑ Yes [—] No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes 1:1No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes1-1 No® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES 1 Policy 10. Protect Southold"s :rater-dependent uses and promote suing of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY TITLECoastal Management Specialist DATE 10/4/2023 Robert E. Hdml an Amended on 811105 i mF EN-CONSULTANTS REQUEST FOR AMENDMENT October 4,2023 Town of Southold Board of Trustees . � � Post Office Box 11794' lr�� ���_�_________� Southold New York 11971 I:[ OCT 6 2023 Re: Permit 49996 500 Glenn Road LLC 500 Glenn Road, Southold Toii.n SCTM#1000-78-2-23 Boo rd"1TrUteF-2s Dear Board of Trustees: Please accept this letter as a request to amend the above referenced permit.as described on the enclosed Letter of Request for Amendment. Enclosed for review are: 1. Four(4) Applications for Letter of Request for Amendment including a) Authorization, affidavit& disclosure forms, and b) Articles of Organization. 2. Four(4) Short Environmental Assessment Form. 3. Four(4) LWRP Consistency Assessment Form. 4. Four(4) Site plan prepared by Kenneth M. Woychuk Land Surveying, PLLC, last dated October 3, 2023. 5. Photographs. 6. Amendment fee of$100. Sincer ly, Robert E. =arm Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting ��, Glenn Goldsmith,President Town Hall Annex //, 54375 Route 25 A.Nicholas Krupski,Vice President P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 14, 2023 Robert Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE 500 GLENN ROAD LLC 500 GLENN ROAD, SOUTHOLD SCTM# 1000-78-2-23 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, September 13, 2023: RESOLVED, that the Southold Town Board of Trustees APPROVE the request for a Transfer of Wetland Permit #9996 from Kathleen Foley to 500 Glenn Road LLC, as issued on September 15, 2021; and for a One (1) Year Extension to Wetland Permit #9996, as issued on September 15, 2021. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please contact our office at (631) 765-1892. XSinrely, Glenn Goldsmith, President Board of Trustees Glenn Goldsmith, President ' Town Hall Annex A.Nicholas Krupski,Vice President ,� 54375 Route 25 Eric Sepenoski P.O. Box 1179 �4 Liz Gillooly ' ,` Southold,NY 11971 Elizabeth Peeples ,., Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time:s 02 Completed in field by: 0 En-Consultants on behalf of 500 GLENN ROAD LLC requests a Transfer of Wetland Permit#9996 from Kathleen Foley to 500 Glenn Road LLC, as issued on September 15, 2021; and for a One (1) Year Extension to Wetland Permit #9996, as issued on September 15, 2021. Located: 500 Glenn Road, Southold. SCTM#: 1000-78-2-23 Type of area to be impacted;. Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment ✓Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: 0 Present Were: G. Goldsmith N. Kru ski E. Sepenoski L. Gillooly Peeples REQUEST FOR PERMIT TRANSFER& EXTEND August 31, 2023 Town of Southold nQ ECEIVE Board of Trustees PD C rf Post Office Box 1179 Southold,New York 11971 2 2 Attn.: Elizabeth Cantrell �) Re. Permit#99968oard c yu�� gfl r rmx�w»� s 500 Glenn Road, Southold SCTM#1000-78-2-23 Dear Board of Trustees: Please accept this letter and enclosures as a request to first transfer the Permit 49996, dated September 15, to the current owners of record, and then issue the first one-year extension. Enclosed for review are: 1) Application for Transfer of a Wetlands Permit. 2) Copy of Deed. 3) Copy of Operating Agreement for 500 Glen Road LLC. 4) Check for the transfer and extension fees of$200. Should any additional information be required, please contact our office. Sin ' y, Robert 4errinami Coastal Management Specialist /khs Enc. w 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www,er,iconsuitants.c:om environmental consulting Michael J. Domino, President Q� 5 Town Hall Annex John M. Bredemeyer III,Vice-President f `;� 54375 Route 25 P.O. Box 1179 Glenn GoldsmithSouthold, New York 11971 A. Nicholas Krupski Telephone 92 hon 76b 18 Greg Williams �" 14, '6 cou BOARD OF TOWN TRUSTEES UG w" 1 2023 TOWN OF SOUTHOLD Southold rowrr Board of Tas.;err r APPLICATION FOR A TRANSFER OF A WETLAND PERMIT and COASTAL EROSION MANAGEMENT PERMIT DATE August 31, 2023 OWNER 500 Glenn Road LLC PHONE 212-355-4704 c/o Allison Van Dusen, Member MAILING ADDRESS 515 E 89th Street, Apt. 46C, New York, NY 1.0.128 AGENT En-Consultants PHONE 631-283-6360 ADDRESS 1319 North Sea Road, Southampton, NY 11968 PROPERTY LOCATION 500 Glenn Road, Southold TAX MAP NO. 1000-78-2-23 I/We En-Consultants for 500 Glenn Road. LLC request a Transfer of Permit#9996 - from Kathleen Foley *HerrmZ Signed By: Rober , Coastal Management Specialist ?ard of Trustees Applicati'��; AUTHORIZATION (Where the applicant is not the owner) I/We, Allison Van Dusen, Sole Member, 500 Glenn Road LLC owners of the property identified as SCTM# 1000- 78-2-23 in the town of Southold New York,hereby authorizes En-Consultants to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. Vul V-- N/A Property Owner's Signature Property Owner's Signature Allison Van Dusen, Sole Member 500 Glenn Road LLC SWORN TO BEFORE ME THISDAY OF 20 PILON N Notary Public Waft of Now York Nrr.Q?LaI100419 huallboEN in Now York+ un rw�Mct. P,NZI Notary Public f 'lard of Trustees Applicati' AFFIDAVIT Allison Van Dusen, Sole Member, 500 Glenn Road LLC BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF, AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL, TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. N/A Signature of Property Owner Signature of Property Owner Allison Van Dusen, Sole Member 500 Glenn Road LLC IL SWORN TO BEFORE ME THIS - DAY Off` 201_5_ . " &RRN LON04(ALI1 I Na#A" stale of 1"Yok 41LO6100649 mb � � 20") Notary Pulic� APPLICANUAGENTIREPRESENTATIVE TRANSAMONAL DISCLOSURF,FORM o e E rl ilr`t interest on the12 rt of townce and ernRloyces.The e of thiS fQM JS to Drovide information which on le the t twn gfpMib1p MfligIg of intcrest and allow t to j4e,whra_c1joni ice.g—amAt —a�oiaslms, Allison Van Dusen, Sole Member YOURNAME: 500 Glenn Road LLC (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee X Change of Zane Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (if"Other`,name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood, marriage,or busirmss interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shames. YES __ ...... NO if you answered"YES",complete the balanceof this form and date and sign where indicated. Name of person employed by the Town of Southold _w Title or position of that person Describe the relationship between yourself(the applicant/agentImpresentative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): ,A)the owner of greater than 5%of the shares of the corporate stock of the applicant ja (when the applicant is a tion); B)the legal or beneficial owner of any interest in a non�corporatc entity(when the applicant is not a corporation); )an officer,director,partner,or employee of the appVcant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 3 a day of 20 Z3 Signature Print Name Allison Van Dusen,Sole Member Form TS 1 500 Glenn Road LLC APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and eniplovecs.The Vurpose 2ftb form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME : Herrmann, Robert: E. (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance Trustee Permit X X Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D) and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) - A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) -B)the legal or beneficial owner of any interest in a non-corporate entity(,when the applicant is not a corporation) Q an officer,director,partner,or employee of the applicant;or -D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this day o Signature Print Name Robert Herrmann we,,„ �fftr�J'�d'/tea rfd"1%�ll(l„�„�i8 cr., 'Nn” "r l-'' Ak'7Pr iJ!aP ,, ..,, ,n�,h. s o,,,... ux .tiU+lklm•, CON'Fapl Ml LA YI,il at;.VOW WOMNO I WA yy h I IMMU N I U UUR,OUs. O0VOMt 0'11 MVAM Nit U,-`0 0 00'/f.A 100 Alt AP'It �ON „.:h THIS tN EINTUREI, n'lade lhn �� vi::�y rel ,Appa,gol%l 202"N ,J BETWEEN KATF°ILEEN M FQIJ:-wY 500 Glenn Rond Southold, NY 11071 partyof the first part, and 500 GLENN ROAD LLC 515 East 8911'Street® New York, NY 10128 party of the second part, WITNESSETH,that the party of the first part, in consideration of TEN (310 Oar) DOLiA.R�x4 ,011 mrd valuable consideration paid by the party of the second part, does hereby grant and u° second part,the heirs or successors and assigns of the party of the sectind part froril ALL that certain plot,piece or parcel of land,with the buildings and im rove tents tf=✓r�l and being in the Town of Southold,County of Suffolk and State of New York and follows: SEE SCHEDULE`A"ANNEXED HERETO. BEING AND INTENDED TO BE the same premises conveyed to the part,—es of 1.he f-s recorded in Liber 12845 Cp, 562. 4101 TOGETHER with all right, titin and interest, if any, of the party of the first part in and'o any abutting the above described premises to the center lines thereof, TOGETHER it t sl�m the estate and rights of the party of the first part in and to said premi es;TO HAVE AND TO HOLD ;- ses herein granted unto the party of the second part,the heirs orsuccessors and asses Fa ox,„..* part forever. AND the party of the first part covenants that the party of the first part has not done or ~arm the said premises have been encumbered in any way whatever. exempt as aforesa--:d. AND the party of the first part, in compliance with Section 13 of the Lien Laa , v nay-fits tra` ";S � v first part will receive the consideration for this conveyance and will hold the rght me as a trust fund to be applied first for the purpose of paying the cost of the irnprove-rwlen6 and Ar a �',j tre sai--e first to the payment of the cost of the improvement before using any part of th;a to a° ..r= sa-e a,; purpose. The word "party” shall be construed as if it read 'parties' w ten ever tl 7 s �- requires. IN WITNESS WHEREOF, the party of the first part has duly executed this deed the cry a.,2 'uw:'=° �._s� , written. IN PRESENCE OF: Tq I Q, i i »0avodaird 1,d X B I U IG=r,:on FM7, flaw afii a n.Say.Dezwd ag2 n!,t Grnin,crrs 'U&ffr'ni 3290 ....�7l�r,a�i�ii,; "r,��iuri, rz,r'3rm l mvti,"lu�car"el"1;1 irri✓,�ri.�.,'.%iv,�1r,Now ice,,,,,,. s ,r9mrcl?,nYYr h' %��1.'�MIIN6!�V ll"l l'R�uIQR�'N;IUB'M,ar"(fa "0C�Iri/,fGa )u, �'udl'Yl�l/"'�J✓�G,�,e� ,��, ��„".4,�/0..11!�✓/l r 4 - Tt NLy WHEN THE ACKNOWLEDGMENT 15 MADE IN NEW YORK STATE StM USED O' Slate of New York County of Suffolk ss Slate of New York,County of ss f Oil the J�tt duy of August in the year 2023 Before me the On the day of in the year undeisigned personally aippewed KATHLEEN M FOLEY before me,the undersigned,personally appeared p0rso pally know'it to me of proved to me on the basis of k; satisfactory evidence to be the individual(s) whose name(s) is personally known to acre or proved to me on the basis of (are) subscribed to the within instrument and acknowledged to satisfactory evidence to be the individual(") whose name(s) is me that helshelthey executed the same in his/her/their (are) subscribed to,the wdilin instrument and acknowledged to " capacity(ies), and that by his/herltheir signature(s) on the me that he/rhe/they oxecuted ttae samein his1her/their ins'iniiraotthe individual(s),or the person upon behalf of which capacily(res), and that by hisfher/lheir srgnature(s,) on the the ind14tl jal(s)acted executed the instrum.n( mslrument, the andividuatfs),or the person upon behalf of which ; the individual(s)acted, executed the instrument. !f natuf e ian ,—Ifice of individual tak g acknowledgment) - (signature and office of individual taking acknowledgment) " RICHARD W. VANDBNBURGH Notary Putaf w'8'tatfa of Now Yt No.2VA502 M-40MA CV rrododd ttp its )l i6j, TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE OUTSIDE NEW YORK STATE State(or District of Columbia,Territory,or Foreign Country)of ss: r r On the day of in the year before me,the undersigned, personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(ss) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in hislher/their'capacity(ies),and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted„ executed the instrument,and that such individual made such appearance before the undersigned in the in ( ry P 9 ). (insert the City or other political subdivision) and insert the Slate or Count or other lace the acknowledgment was taken k (signature and office of individual taking acknowledgment) ' C d BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS SECTION 078.00 Title No. AAA-32529 BLOCK 02.00 LOT 023.000 a KATHLEEN M FOLEY SOUTHOLD TOWN TO 500 GLENN ROAD 500 GLENN ROAD LLC Recorded at Request of Abstracts, Incorporated RETURN BY MAIL TO: i STAN G. HOROWITZ, ESQ. AF91S I FACTS, 122 EAST 42ND STREET—SUITE 2005 Hvv( that IN SORA t Et.t NEW YORK, NEW YORK 10168 s Y I Glenn Goldsmith,President QF SQ(/Ty Town Hall Annex A. Nicholas Krupski,Vice President ,`O� ��� 54375 Route 25 P.O. Box 1179 John M. Bredemeyer III J [ [ Southold, New York 11971 Michael J. Domino G Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF,THE BOARD OF.TRUSTEES 72-HOURS PRIG_ R TO COMMENCEMENT OF THE ACTIVITIES-.CHECKED OFF BELOW - INSPECTION SCHEDULE Pre-construction, hay:bale line/silf boom/silt curtain 1St day'of const'ru'ction-'_ % constructed r ' rh I to call for com liance ins .ection• . , When p o�ect co p e - ..p- p � ._ ICI I®R 11A A k5!ZV V,'Z".'I--) IMM-,llft%mlXWWNVOq"T NOW,,'M"WNwV-V-M �9X-"- BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 9996 DATE: SEPTEMBER 15,2021 ISSUED TO: KATHLEEN FOLEY PROPERTY ADDRESS: 500 GLENN ROAD,SOUTHOLD SCTM# 1000-78-2-23 AUTHORIZATION 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 September 15. 2021 and in consideration of application fee in the sum of$250.00 paid by Kathleen Foley and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: S Wetland Permit for the existing approximately 1,623.5sq.ft. one-story dwelling with attached garage; and to demolish/convert the existing three season room into a 240sq.ft.single story • addition on the seaward side of the dwelling; and on the site plan prepared by Joseph Fischetti, PE,dated May 17,2021 and stamped approved on September 15,2021. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these P to be subscribed by a majority of the said Board as of the 15th day of September,2021. co C6 ft Al TERMS AND CONDITIONS The Permittee Kathleen Foley residing at 500Glenn Road, 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 24 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 at a later date. 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. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. 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. 7. 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. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. 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. 10. 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 ��0� SO(/TTown Hall Annex A.Nicholas Krupski,Vice President ,`O l0 54375 Route 25 P.O. Box 1179 John M. Bredemeyer III Southold, New York 11971 Michael J. Domino G Q Telephone(631) 765-1892 Greg Williams �0 �� Fax(631) 765-6641 �y�DUN% BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 20, 2021 Robert W. Anderson Suffolk Environmental Consulting, Inc. P.O. Box 2003 Bridgehampton, NY 11932-2003 RE: KATHLEEN FOLEY 500 GLENN ROAD, SOUTHOLD SCTM# 1000-78-2-23 Dear Mr. Anderson: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, September 15, 2021 regarding the above matter: WHEREAS, Suffolk Environmental on behalf of KATHLEEN FOLEY 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, application dated July 27, 2021, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on September 15, 2021, at which time all interested persons were given an opportunity to be heard, and, 2 WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure 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 the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of KATHLEEN FOLEY for the existing approximately 1,623.5sq.ft. one-story dwelling with attached garage; and to demolish/convert the existing three season room into a 240sq.ft. single story addition on the seaward side of the dwelling; and on the site plan prepared by Joseph Fischetti, PE, dated May 17, 2021 and stamped approved on September 15, 2021. Permit to construct and complete project will expire two 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, 4�L '�U" Glenn Goldsmith President, Board of Trustees GG/dd S.C,T.M, NO. DISTRICT: 10100 SEOTION: 78 BLOCI<: 2 LOT(S): 23 APPROVED BY G:. 8.4 GLENN D (:t 9.3 BOARD O i RUSTEES r- TOWN OF SOUTHOLD / NXX OF PAVr h:F N! f \� DATE v ls'I 94 Z( i.�'w r�o � =',h' ` S 66°31`30"E 10x.00' P,PF t Orf 4.1^' r ' `CE 1� IY ls1 F, C] \ K - 8 - t F%' I 25. y. - 22.3' - a� 1 ' i k-y f r ry I ST;aR}' 1 n• 4 FFL 1 1.4 6 COVERED PORCH GARAiT-- f GF 8.5 17.5' 20.9' ' woGDt ! ' r EX;STIN1 STou^P ENCLOSED PLF,'Cu — / �I p r PROPOSEr. / �_._,� '._-- -r! !J f!f� '� / DRY V4'�Lt. // 7.4'4�7 PzY�,S'x1 .7' w__ I r \ /11d� WCOL' STOOF^_ _,...�._—_, 1 / !✓a"?Or'�5��' / ^ � 64 TO 9E '99/)-ISPED ti i 12%2i / i. 1 STOP,AW,!TJON II..._ `FR 11.4r y O ( o - - .....�s 7 = OT 8 LOT 7 1 t II 0,2%CHAVE 7C)N Al [' c, Li ,. ; 18 .5. -5 IG) M � 00 d M iN i l 1.8 iV� I Cr i. u_I 1✓,'t-1 LN fto)n,i!,. 1 N 62°45`4-0"�'V (_.OT C0Vl RACE,-. ; (UPLAND AREA 20,622 S.F.) AI -r lls,aa` EYISTING DWELLING VrjCOVERED PORCH: 1/1 1 S.F. ENCLOSED PORCH. 20).3 S,F, WOOD STOOPS: !7 S.F. ASPHALT DiRIVE'WAY: 687 S.F. SPED: 73 S.F. TOTAL EXIS7ING COVERAGE: 2701 S.F, or 13,1% ,DFM0 FNCt.OSFDj PORCH & STOOP: —219 S.F. PR0('0SED AD,DiT1C,N: 240 4.F. TOTAL EXISTING COVERAGE: 2722 S.F. or 13.2% DRAINAGE CALCULATInN PROPOSED ADDd T 1OM 240 S-,F. 240x.166=39.84<40cf REQ? (i) 6'0x2'DEFF' DRY WELL 44cf RROADED THE WA TER SUPT'L Y, V*1.1.S, DR YVZr L L S AND CF SSt OOI FEMA MAP#361 03C O 100H LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM O THEPS. AREA: 24,582.07 SQ.FT. or 0.50 ACRES ELEVATION DATuM: NAv_D88 ------------------- UNA U THORI,7ED AL TERA TION OR ADDITION TO THIS SUR VE Y IS A VIOt.A T C"d OF SECTION 7209 O.'- THE NEW YORK STA TE ED UCA TION LA V✓. COPIES Or THIS SURVEY VAP NOT BEARING THF LAND SURVEYOR'S EMBOSSED SEA! .SHALL i/OT BE CONSIDFP,ED TO BE A VALID TPUF CONY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR 14/HOAd THE SURVEY IS PREPARED AND CIA/ HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING IP'dST TuTIO,'v LISTED HEREON, AND TO THE ASS/GN FS OF THE LENDING INST/TUTIM, GUARANTEES ARE NOT TRAN.sFERARL,E. THE OFFSETS OR DliVENSION.S SHO7yN HEREON FROM THE PROPERTY I/MELS TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE TPEREFG;RE THEY ARE NOT INTENDED TO hdOPVU.'V'E;°VT THE PROPERTY LINES OR TO GUIDE rTHE ERECTION OF FENCE:; ADDIT'ONA.I STRUCTURES OR AND OTHER, I/i:, .ROVEVENTS. EASEMENTS AND/OR S1-,'c3SUf-?FACE STRUffURES RECORDED OR UNRECORDED Ar"\fit NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SIJR`dEY OF: LOT 7uERTIFIED TO: KATHLEEN FOLEY; I IT T %J 1M �F: EST CREEK ESTATES FILED: A` ("�, 19, 196 -') No. 'n IT- NTE; AT: (� C T ;,I',` ,;F:=?I�.�E HEAf_ KENNETH M lVM'C'HIFK LAND SUM-EYING, PLLC PI'ofe5�i]t�Iial I,ancl S�Irv�`°in and Design L ;F F C:�l_K ;r;i;' ;T'r E''��I`'V Y 0 R E': M _ P.O. Box 153 gije1-sof;tle, New York 11931 W { PHONE (631)296-1588 FAX (631) 298-1588 FILE �L ; — �- "'ALE: 1 =.60 --)ATE: VAR(- :), /.-0 � ' °_f Y c• •t..(. V r, r', r � w. ;v,,. 50,553',.. maintaining the records of Robert. ,1. Hennessy fi Kenneth M. Woychexk N o 0') O � `� cn o (D cy) t� a ' �r -0 0 �u� 0 D S — m , �? Z o �. c � C/ n �� 0 `''Q Cn Z D z 00 0 '� r- \ N = CD l� �C d N � o � SL � 23 N � 0 m o d z C_ O (D Z ¢ y G) f �-+ Z 0 mm -t1 m y rn .- - I - I I _- _ , _ _ ---• - =I_-1 _1l S I I _T-_-Z I _ L -- r L - 1 -I _-1 -i - -I- [--S-T f I- TZ.1� --f.-- .-=_T---, �- -- --� - - ,- ,-_-_� _ -----L----__---- - — -I-- - i �-'-, `-- ---- � � � -i -�- - - I ', - -I =..L L I - --I �Z --LSI--- I - - - -, i -- - `-- -- , r T -C L L_-__ 7 T - T -T -i -T- 1 - L -_I-- - --I _ -1_ _L - I I t -1===t -_r 1 _ _ --' =1_- --'- 1_i_ - ,_-_`- T I- =I RIGAS I -i 1 ------ i----1- '-- --L _!----1--- I I- L - - L ---T- --I_-I----- I 1 1 III ; L L1 T T 1 - l 7- T I I I I I I i • I--� I ! � I -1 _. I--,- ' i I - T- -C-- I �, I'I i ' I ! , ,- ! II III T ; T 1I � II , ,-� ? I , . , � I I I � I 1 I 1 DESIGN/BUILD I I rt . I II � I I" -L - - I I I I I Ir I I r � I -' - - -- , I - I L - -1- - - I I - -,-I- i 1 -� I T � �' _ TII LI T � I�Z,T _ II T-I - i T _T I T 1 -I "-Z I � 1 1 I _� I I ' I � ! I I 11 I I I I II r South Joseph FIschettl, P. E. -- 11 -I- [ , -I I I [ 1 T • iT PROFESSIONAL ENGINEER ElevationLIL, r , r - - 1I Ll- I I iI 1 i I ] 1 �-�- -L, L - 1-1-1 - - i �-7i-1, T i- IL I � I 7 -I I r 1 I I I I- ] -1� -I- 11 i T - - - ; -1 1 I -, I - - II - � --� 1= �- - � ' I '- ' �'� 1 T 1 T 1 1 L T i t i 5/17/21 NEW DEN ADDITION 500 Glenn Road i I I I I I , - - - 11 _ ' `7--I__-L1 _J_ I - T = T ! --_I r �I -L=-=r Southold NY 11971 s 7 - - .- TI _ _ J- I , _I - 1 I -r7 � 1 I , I i L I I- -_-]_ r- -I _ - T I--•,-_I -• __ _ _�_I_ 1_- -_ _ _ _If_ I -7-T__=_=1-� ==_L - I_r_I_! L- I-1-TT C -S l -T -r - - _ - LT I -J - -' T- i=l --. i 1 -I 1 J 7 r l 1 I , - - - i- r c rrr- = 1 == LT ' ' � � ,--` L 1 T T L I � _ I � I I I I i I I III I � I I ' 1 I I PROJECT TEAM: I I i i i I 11 11 � I I I ] -' 1 1 1- I ' I � I � I T T ' J I I 1 1�leSt I� --r I i I� L�1L I I �1 J_ 1 , I �, 1- i I � -T--I ]- L,11 I 1 I . r T'' -I_L L -. Lr r: _ -, Lr ! -I ) - r 1 -1 1-,-I- I Designer/Builder . T Elevation L -',11111 1 1 1 l r - 1 �1 I i�� T '7 ' i . . - , I I I 111 J. I ' - T �- 1 - ' � I , � , � � � I . II _'' - � , TI II , I �r I , IL � � I I . - T-I ! �_� � _I RIGAS CO � fII � _ I I ' � 1I r ILi� 1 I I I � IIS � I � - Il _I l Lig1� i� 22260 m y11957 � ' -� - I i I � I � I' - - I � I I � I ,- �- -, - i d' Ll I L _ I � � L, 1 _i main road, orient n T T 1 T T r .L--' I - ]- I.�. -I--� 1.1 I � , _ 631 323 8022 -. . _1 i T 1 .I I, ! - T I , 1 I 1 i c@rigasco.com � �I' l l i I l l 7 1 ._r I , If .• . 4� .. Engineer t4k Joseph Fischetti, P.E. 1725 Hobart Road, Southold NY 11971 a• - - -- - - -- - - -- I-_---I T- I- --L I S -T- -T--L I - .1 - - �A. 631 7652954 - '- - ! - T ---I -- - - -�- I S- - - - - - - - - r1 _ ___L_ _L___ L _-T 1 r i _I i=. L_,--L -_-L- --r I - _ -I-- i- r '_--i L T._,_ _ t I �_ L 1 -I • T-- _ -1 -[ t_I __I_- ----i L -I-- --- ,--I --�_ -- - - - - I I--1--_ - -�--I - - 1--I-- --r -_. - T I-- , 1 -'- --1 I L .- I L ` ___-1 --_ _ -- r - -- ---- -, _ ---- =-- ==1 --1 - 1 - -- - • ' -' - - - ---r _ -- __7 T � - -- _r T - 1- I -_ r I -! .I -I- - ! • -L T_ C-� - -] l - 1_ -L-- r- L- L Z- �_ --T� 7.. "7 - I - - ____F_ - --I--T - LI -T ] T. T-L__T -r - - -- - -- -- - -- - --I _I 1 -T _ --T- I- -I , I - - 1 - -- I-r_ I - I _ I _ _ _ I-T - r- -- - _ --1 - - ---r T- r-1-,- I-1- -- f r ' I ' - �- � - - � --'--• -;- � r -'-,—r-I �J-� � r -�-• � I � - r 7- r 1- T-I -�-I T_-, -� - T- . - I - IL East 1 L �- �- I , I - L , r -� � I T I I I III T , L . � � I•-_I , '� - _i� � 11-1- � 111, ; > L-=�-� �I � I , I i Z I lLL Scale as Noted 1 - ,Ti I L - r- � - T1 I � !T , 11 I I r r � I I � I I I - -i - I ! � �' � r I l 1 --' L IeVation I I i I I - I I - i I I ' L I � 1 . 1 �. r � L I I 1 . I T -• I -'� ! . III .. ! II III - r - I L _ • I ' I E ' 9 I { 2021 1 1 - L _ 1 -I I _ rI � A2 I I L, I -1-�- I �_I ` 11-r -I 1 ]- a�. i 1 1 -i 1 1 T i i Remove existing Enclosed Porch and Build New Den in it's place. 15T FLOOR PLXN 240" Match Basement Height, Match floor height to existing 1 st floor. 20„ -30 —30 ° 3 —3 `-3 —3 -2 RIGAS All windows,custom sized 2x6 wall framing, insulation to code. Ceiling to be vaulted to follow Andersen W0H2660 DESIGN/BUILD with tempered glass Bilco door here to access roof line. new basement. Double 2x6 between each window Add new basebooard heating off of existing loop feeding kitchen. UP Joseph Fischetti, F. E. m New Nhite Cedar Shingles, New Asphalt Roof, Versatex exterior trim. New Den PROFESSIONAL ENGINEER GUTTERS AND LEADERS OF NEM ADDITION TO DRAIN INTO o NEN 6' x 2' DEEP DRYNELL AS INDICATED ON SURVEY DATED - Q 3/5/21 BY KENNETH NOYCHUK LAND SURVEYING, PLLC 40” S/17/21 Existing NEW DEN ADDITION Existing Kitchen Existing Dining Room Laundry 500 Glenn Road I I Existing Garage Southold NY 11971 Existing Living Room - ---I� --- -- PROJECT TEAM: Designer/Builder RIGAS CO 22260 main road, orient ny 11957 631 3238022 j - T- - -- -- c@rigasco.com I I I I Existing - ,- -- --, - - - - - - - - Existing Engineer Bathroom g Bathroom Joseph FischettI, P.E. Existing 1725 Hobart Road, Southold NY 11971 Bedroom 631 7652954 IM Existing Bedroom _ Scale as Noted Existing Bedroom f C� k W (� 2 �E P 9 U .I L, Lpf_i A3 U 1 Simpson 5impson SEE DETAIL ON PAGE A10 55N 1 8x8 55kN 1 8x8 15T FLOOR PLAN R I GAS' 240" DESIGN/BUILD 20" 14"130" I I 30"�E--30"— 14"1 30"—��30"�: 30' 20" I I �- Joseph Fischetti, P. E. 'I All windows, custom sized Andersen MH 2660 with PROFESSIONAL ENGINEER tempered glass and either Impact B i I co door here to access Glass or Shutters as per Detail Double 2x6 between each window m new basement. UP 5/17/21 0 m v O r 0 Nein Den NEW DEN ADDITION U_ U m 500 Glenn Road Southold NY 11971 o 40" PROJECT TEAM: I, Designer/Builder RIGAS CO 22260 main road, orient ny 11957 1 . EXTERIOR NALL5 TO BE FRAMED KITH 2X6 OF #2 631 3238022 5TUD5 @1611O.G. c@rigasco.com 2. EXTERIOR 5HEATHING TO BE 3/4" THICK FIR COX PLYNOOD COVERED KITH 30# FELT, FLASHING A5 'i r, 2' Engineer NEEDED AND CLEAR/R&R NHITE CEDAR 5HINCGLE5 ° / ° j'" ° �2' f ti , , llil k __ _ Joseph Fischetti, P.E. 1725 Hobart Road, Southold NY 11971 3. INTERIOR NALL5 AND CEILINGS 5HALL BE COVERED FASTENER TYPE: SPACING' ° I ' I I •' I i I f�;l 1631 7652954 IN 5/8" THICK PINE 5HIPLAP. BASEDANCHORBEDMEN LEN 16-1 OC: 2In.EMBEDMENT LENGTH 1 No IO WOOD-SCREWS n � I t • j�1 1,11 ( �/n� •I 1�1 Iny .� I ( ' �. I ( �..+ ( I �!� I I, I(. BASED ANCHOR WITH 16"OC ` 211.EMBEDMENT LENGTH dW.LAGSCREW BAS ED ANCHOR WITH 16" 4. IN5ULATION 5HALL MEET OR EXCEED 2018 IEGG AND 1 2,o EMBEDMENT LENGTH 1 (- I \ li -��� • I - I , - I I .. I ; jl . 'I' 1 I1\ I 3/4'APA RYWOOD Hm. TO B E. �1� / �'1 11 1 �1 /I / 1' I 'I I I \ 1 SHEATHING / I I / ( 1/T APA RATED SHEATHING • ' �1 / • \' I `I /•• 1 \I • 1 1. GRADE PLYWOOD 1 } - ' (ALTERNATMVE.7/16"O.S.B.) 1/2"APA RATED SHEATHING I I 1 )-A_ _ R(ARTNATNIVE:7/16'0.5.8.)ROOF: R4q GL05ED CELL SPRAY FOAM FASTENER TYPE: SPACING: 2X4 DFx2 / j / SII '' NALL5: R23 ROXUL ' ° �BW�}6 l� I ' STUDS Scale as Noted BASED ANCHOR WITH 10"OC I FLOOR5: R23 ROXUL WINDOWSILL tin.EMBEDMENT LENGTH 1 I •I �• I \••I� I ! •'� I rl ` TYPICAL WINDOW OPENING BA.EMBEDMENT LEN 12-OC S I / \I ( it ._ -t- -T- PANEL SPAN EQUAL OR SMALLER 2In.EMBEDMENT LFl1G7H � I � 1 �- / IIll " $ '' \ ,c .� THAN 4 FEET 1/4m.di..IAGSCREW k $ BASED ANCHOR WTTH •- 5. EXTERIOR OPENINGS TO BE MAX U 0.30 2n MBEDNEHTIENGTM Q _ _ �. r - :- , TYPICAL DOOR OPENING FASTENERrnE SPACING MULTIPLEPLYWOODASSEMBLIES PANEL SPAN GREATER THAN 4 FEET 2-2x4 OF#7 STUDS CONNECTED \ 3 No.B WOOD-SCREW AND EQUAL OR SMALLER BASED ANCHOR WITH 8"0C TOGETHER WITH STAINLESS STEEL THAN 6 FEET OR GALVINI2ED DOLTS W/WASHERS 2,n EMBEDMENT LENGTH t) AND NUTS B 2'-0"O.0 No IOWOOD-SCREWS EP TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9.00 LUL 6. IN5TALL ELECTRICAL A5 PER CODE = , �� 21n EMPEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET 2h E PE6.HENT Ew AND EQUAL OR SMALLER Q BASED ANCHOR WRN 16"OC THAN 8 FEET 2In EMBEDMErtT IFNGTH A`itll.+rYhlr r�T WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PERSEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZEDOPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MLST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUTT ACCOMPANY SHUTTERS FOR INSTALLATION. FOUNDATION FLAN 240" RIGAS DESIGN/BUILD q� Joseph Fischetti, E. E. I I `•:. .:. I PROFESSIONAL ENGINEER e . I V►1 v '..v,. I � I I New Basement, Match Height to Existing Basement 5/17/21 ILL I ( Q I COPPER COATED 2X6 ACQ TERMITE SHIELD ' ' SILL PLATE -OVER- X #5 REBAR I I IPSILL SEAL o° 5/8"dia.ANCHOR BOLT p ° GRADE TO SLOPE NEW DEN ADDITION w/3X3 SQUARE WASHER AWAY FROM BLDG. AND NUT(TYPICAL) Q o Iv e . o ° 500 Glenn Road ° D Southold NY 11971 I #4 Bars @ 12" O I °e J _ e 'x 8"PC WALL � ° CLEAN W o FILL D °e PROJECT TEAM: BITUMINOUS Q COATING e Designer/Builder Existing Basement 1/2"EXPANSION JOINT °e I I 4"CONC.SLAB 2X4 KEYWAY R I GAS CO e o e a e a p #4 REBAR 22260 main road, orient ny 11957 631 3238022 --- COMPACTED `I CLEAN FILL n6 8"' c@rigasco.com i , _..__....... .. _..._...._.. .-. Engineer WALL SECTION Joseph Fischetti, P.E. 1725 Hobart Road, Southold NY 11971 631 7652954 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHTAT 8'-0". ,,- EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. MR, RESIDENTIAL CODE WITH A BITUMINOUS COATING. A 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY IN FOOTING. FOOTINGS TO HAVE 2-#4 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON UNDISTURBED SOIL MINIMUM 3000#CAPACITY). AAs 3). FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. INSTALL 1/2" EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING WALLS. Scale as Noted 4).PROVIDE 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD SILL GASKET, 5).PROVIDE 5/8 DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1-0'OF CORNERS, � C_� �� 1-` CI � E' INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A ! MINIMUM 7"IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. SEF y 2'0,% 6). DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLOCKING AT 8'-0"O.C.(MAX.)AND MIDSPAN. SOUthOId TTOW Pop"-H Pf Tri 3 1 /211 x 5 1 /2" Post, Foundation to Ridg ROOF PLAN RIGAS DESIGN/BUILD Joseph Fischetti, P. 3 PROFESSIONAL ENGINEEF 1 . APPLY 3/4" THICK FIR COX 2x8 OF #2 RR @ 16" OG 2x8 OF #2 RR @ 16" OC 5HEATHING OVER ROOF FRAME 2. APPLY METAL DRIP EDGE ON ANY UNDERLAY ALONG RAKE EDGE5 AND DIRECTLY TO DECK 5/17/21 ALONG EAYE5 } 3. U5E ICE & NATER BARRIER —� UNDERLAYMENT YNITH A5PHALT cV ROOFING OVER 'ENTIRE ROOF. 12 NEW DEN ADDITION 4. 5HEATHING MU5T BE DRY AND X GLEAN PRIOR TO IN5TALLING 500 Glenn Road UNDERLAYMENT m Southold NY 11971 5. IN5TALL A5PHALT ROOFING �y A5 PER MANUFAGTURER5 NRITTEN IN5TRUGTION5. PROJECT TEAM: 6. 67UTTER5, DOWN51`OUT51 DRYNELL5 TO BE IN5TALLED A5 REQUIRED. GUTTER5 AND �- - Designer/Builder DONN5POUT5 OF NEM ADDITION TO DRAIN INTO NEN 6' x 2' DEEP RIGAS CO DRYNELL A5 INDICATED ON 22260 main road, orient ny 11957 5URYEY DATED 3/5/21 BY 31 /2 x 5 1 /2" Post, 631 3238022c@rigasco.com c@rigasco.com KENNETH NOYGHUK LAND f=oundation to Ridge 5URYEYING, PLLG Engineer Joseph Fischetti, P.E. 1725 Hobart Road, Southold NY 11971 631 7652954 �- Scale as Noted v : , SEP S c`uG s WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RIGAS ENDWALL RAFTER WALL STUD DESIGN/BUILD CRIPPLE STUD p BOTTOM PLATE RIDGE HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION Joseph F i s c h ett i P• E. 1ST. AD55 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WTH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WA-L. PROFESSIONAL N 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18gc, SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE SS O L E G NEER THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATH'NG AFTERS MAINTAIN • " " SIDEWALL FLASHING VENTILATION WOOD JOIST FOUNDATION � ' ' ' TOP PLATE BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING i 2x4 SOFFIT JOIST S/17/21 AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. �i� WOOD GIRDER THE SPACE VENTILATED. ALL OPENINGS SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ON ALL OPENINGS i- PROVIDE HEMMED EDGE AT OPENINGS OF t/4 INCH IN DIMENSION. CONTIN. SOFFIT/ EXT. PLYWOOD INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATIOV i AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x3D' 18go. STRAP AND JACK STUDS _ / - GAP TO PREVENT CAPILLARY �/ 4" - 6" RAFTER RT10 10-3 4" x 18 o. TYDOWN ANCHOR CONNECT 10 ON ALL OPENINGS / .- ACTION / g EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS CONNECT TO 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS �� 8" - 12" RAFTER RT20 21-1/8' x 20go. TYDOWN ANCHOR EACH RAPIER SOFFITED EAVE DETAIL ON ALL OPENINGS i �� KEEP ROOFING NAILS OUT -� OF FLASHING 2ND. FLOOR WALL / ROOFING LAPS BASE FLASHING 4 INCHES NEW DEN ADDITION BASE FLASHING WRAPS CORNERS, RAFTER \ RIDGE CAP OF SAME \/ EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT 500 Glenn Road WOOD JOIST FT -MSouthold NY 11971 TOP PLATE SIDE WALL FLASHING GIRDER/HEADER 1ST. FLOOR WALL STARRING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES AS TO FORM DD PROVIDE HEMMED EDGES SO RAFTERS RAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2° ALL JOISTS CONNECTED TO A FLUSH LEADER TO BE SUSUPPORTEDWITH RIDGE VENT FOLDS ON ALL OPENINGS CONNECT EACH FROM PEAK TO ALLOW FREE INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE THE PROPER STEEL CONNECTOR. 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HCADFRS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMF OUTS PROJECT TEAM: PLATES TO EACH S1LD DBL. SILL PLATE TERMITE SHIELD I SUET FLOOR SILL GASKET WOOD JOISTS / I CONC. SLAB ` NEOPRENE Designer/Builder TYP. CONC. FOUNDATION /+ GASKET � � I 2x6 /2x8 CONTINUOUS WOOD PLATE DAMOLYO N EXTERIOR 6 MIL. POLY V 6MIL POLY ON EXTERIOR V GRANULAR FILL , , � , • � �� ` 1 > I LTEU TO STFFI. BEAM WITH ' V STEEL COLUMN 1 ' Q I 1/2 " DIA. BOLTS 0 48" o.c. STAG. • - RIGAS CO A / ^ CONC. SLAB ° I ° A o 1`'e ` v ANCHOR BOLT EMBEDMENT: ROOF JACK // I I iI STEEL Hi-AM e COMPACT FILL —► Q BOLOCKD WALL: 16 CONCRETE: " `+ 4" x 1/4" x 8" STEEL 22260 main road y KEYWAY FOOTING o V A ROOFING LAPS NTH 1/2"B06oAPLATE LHOR BOLT , orient n 11957 o �•� a ° ' - ^ FLASHING AT 631 323 8022 (•�e N CONC. FTG. •p Q•p G e' USE WITH 3x3 SQUARE WASHEPS SIDES AND TOP 1/2" GROUT + ;O ANCHOR BOLT CONNECTION � p REINFORCING BAR (USP LB PS58 OR BP583) �— 3" STEEL COLUMN FOUNDATION 5/8" DIA. ANCHOR BOLT c@rigasco.com I I I ( ) DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS i 10 KIPS SILL PLATE TO FOUNDATION1 STORY 72" OC ROOFING AT BOTTOM - CRAWL SPACE OR FOUNDATION ' TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION STORIES 36" OC TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL/ BOTTOM BEARING (Engineer WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL SLAB-ON-GRADE r SUBFLOOR 6X6 10/10 CONC. SLAB I DOOR FRAME Joseph Fischetti, P.E. COMPACT FILL 1 GARAGE JOIST LL DOOR _I I USE 2X8 STEEL BEAM 1725 Hobart Road, Southold NY 11971 I FOR BLOC KOUT 4" SLAB 631 7652954 P.T. PLATE W/ 6X6 NAM \ SLOPE /�/ 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR SPACE 1 • e (WITH A NAILING PLATE IF NEEDED) • •,',Q- AT END AND ,+• ,'• `�-" • •. e• • •' TO BE APROX. 1/2" OR HIGHER THAN S'et•p ES OF WOOD ,A + STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE ° K'--a----�"'-• ° ° ° �•- BEAMS o 'e D C e D •• • • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12" iii. �'• 6X6 W.W.M. D =i11 ° • o.• D••0 _ MIN. e�b D •(, e D '^ �!'p 0%'C Q'' •e _��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM + n + T—SUB FLOOR •' a REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM ` D o• • oe —_ II—II •D � REINFORCING BAR ✓• e p•a•o +o � JOIST DRAIN TILEI� �I ° e e •o SHEET METAL 30 FELL UNDER BEAM AT POINT I L1'n � � II � = i• •I Q1 STEEL BEAM 12" OF CONTACT WITH CONCRETE OR GONG. BLOCK C! 3" PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. " ^ SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOC KOUT BEAM POCKET Scale as Noted 54, D V, A7 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS RIGAS 4"MAX. GRDER DESIGN/BUILD DECKING DECKING 4"DIA.MAXIMUM EXTERIOR WALL DECK JOIST DECK JOIST 1/2" Z_ DIAMETER LAG SCREWS, CONTINUOUS FLASHING,EXTENDED THROUGH-BOLTS WITH WASHERS OR 5"LEDGERLOK SCREWS PAST JOIST HANGERS,CAULKED TO (2)1/2"GALV.OR S.S. PREVENT WATER INTRUSION LEDGER FLOOR CARRIAGE BOLTS WITH AND JOIST FLUSH ON TOP JOIST GIRDER Joseph Fischetti P. E WASHERS AND NUTS RIM BOARD CAULK TO PREVENT WATER SIMPSON CBS INTRUSION LEDGER AND ANCHOR DECKING 1/2"DIA.EXPANSION BOLTS, d to,° JOIST FLUSH ON TOP FLOOR "MIN. EPDXY OR ADHESIVE(PER b •a"a CONCRETE POST PROFESSIONAL ENGINEER JOIST 1-5/8"MIN. MANUFACTURE INSTRUCTIONS) d, W/WASHERS AND NUTS d° PIER 5"MAX. DECK 1015T5eDa "MIN. s DECKING DECK/PORCH RAILING D a ';ate DO e DECKING DECKING r' 1a° JOIST HANGER v DECKJOISTS b •a.o 2X ACQ LEDGER BOARD FOUNDATION WALL •a. < e L d,d; NOTE: DECK JOIST DECK JOIST,.Da s BLOCK FOUNDATION ,a FOUNDATION,D o"' a: TO BE FILLED WITH a L JOIST HANGER -RAILING WALL ,e qct ,e GROUT AT ANCHOR eDa a 2X ACQ LEDGER BOARD LOCATIONS SIMPSON DTT2Z HOLD-DOWN GIRDER GIRDER RIM BOARD LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL (MIN.2X8) DECKING C\ 2"MIN. 5/17/21 THROUGH-BOLTS o s"MAX. DECK JOIST THROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/2".PILOT HOLES FOR THROUGH-BOLTS 2"MIN. SHALL BE 77/32"TO 9/16"IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT HEAD AND NUT. SIMPSON CC SIMPSON CBS (2)1/2"GALV.OR S.S. 2X BLOCKING AT EACH POST CARRIAGE BOLTS WITH ATTACHED WITH 10d THREADED EXPANSION AND ADHESIVE ANCHORS ANCHOR ANCHOR WASHERS AND NUTS NAILS TOP AND BOTTOM STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD �.I IN 2 ROWS AND ADHES VEFANCHOR BOLTSOSHALL HAVE ASD AMETE OF 11/2".MINIMUM SPAC NOG AND POSE COP ERIE 12"OC POST-TO-DECK CONNECTION 2"MIN. 5.1/2"MIN.FOR 2X8 EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURER'S RECOMENDATIONS.ALL ® ® ® ® 6-1/2"MIN.FOR 2X10 ANCHORS MUST HAVE WASHERS 5"MAX. 7-1/2"MIN.FOR 2X12 © ® ® LAG SCREWS 13/4'MIN. LAG SCREWS SHALL HAVE A DIAMETER OF 1/2".LAG SCREWS SHALL HAVE PILOT HOLES L.I2"MIN. LEDGER LAG SCREW,THROUGH BOLT, DRILLED WITH 5/16"DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. 4"MAX. OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1-1/2"UNTHREADED SHANK.LENGTH MUST PENETRATE BEYOND - N E W DEN ADDITION LEDGERLOK SCREWS RIM BOARD A MINIMUM 1/2".LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. CONCRETE PIER LEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF 5".LEDGERLOK SCREWS SHALL NOT 4"DIA.MAXIMUM BE USED FOR MASONRY,CONCRETE,BRICK VENEER,STUCCO,SIDING,OR RIGID FOAM LEDGER BOARD FASTENER SPACING AND CLEARANCES INSULATION.SCREWS SHALL BE A MINIMUM DISTANCE OF 3-3/4"FROM ENDS AND 1-3/4" FROM TOP AND BOTTOM EDGES. ✓00 Glenn Road 24"X24"X12"CONC.FTG. HANDRAIL NOTES: 3'BELOW GRADE All required handrails shall be of one of the following types Southold NY 11971 (ALT.:BIGFOOT FOOTING) or provided equivalent graspability. Z 1).Type I.Handrails with circular cross section shall have an ;E outside diameter of at least 1-1/4 inches and not greater — m 36"MIN. than 2 inches.If the handrail is not circular it shall have a perimeter dimension of at least 4 inches and not greater than 6-1/4 inches with a maximum cross section of FLOOR SHEATHING NAILING AT 1/2"DIAMETER LAG SCREWS, ATTACH TO I-JOIST 1/2"DIAMETER LAG SCREWS, dimension of 2-1/4 inches. 6"MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS WITH A MINIMUM THROUGH-BOLTS WITH WASHERS JOISTS WITH HOLD DOWN OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN OF(19)Bd NAILS OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN 2).Type ll.Handrails with a perimeter greater than 6.1/4 Inches shall provide graspable finger recess area both P R O J E C T T EA M: , sides the profile.The finger recess shall begin with a STAIR RAILING distance of 3/4 inch measured vertically from the tallest SOLID SAWN DECK TGIRDER I JOISTS DECK I portion of the profile and achieve a depth of at least 5/76 FLOOR JOISTS JOIST JOIST I I inch within 7/8 inch below the widest portion of the profile.The required depth shall continue for at least 3/61-1/2"SPACE THREADED ROD MAY BE THREADED ROD MAY BISLOPED UP TO 1:12 MINIMUM 2X6X36" SLOPED UP TO 1:12AWAY FROM THE HOUSE ATTATCHED TO JOIST AWAY FROM THE HOUSE handrail above the recess shall be 1-1/4 inches to aDe�igner/� i �.ier 101ST HANGER WEB WITH(16)10d NAILS JOIST HANGER GIRDER maximum of 2-3/4 inches.Edges shall have a minimum HANDRAILS AND CLINCH radius of 0.01 inches. RIGAS CO 22260 main road, orient ny 11957 10d THREADED NAIL OR 810 WOOD SCREWS. BALUSTERS 631 3238022 OR LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) 6°«—� EQUALSTAGGERED IN2AN3"LONG, c@rigasco.com STAAGGERED N 2 ROWS OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH IF BEAM IS CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS 6 FT.MIN.EXTENT OF BLOCKING ATTATCHED OUTSIDE MEMBER TO THE SPLICE END:SPLICES SHALL BE LOCATED ONLY OVER SHALL NOT BE LESS THAN 1.1/4"NOR MORE THAN 2"IN Engineer INSIDE MEMBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL ATTACH BLOCKING TO DECK WITH 1/2"DIAMETER LAG S EW BEAM ASSEMBLY DETAIL PROVIDE AN EQUIVALENT GRIPPING SURFACE 10d NAILS AT 4"O.C.STAGGERED THROUGH-BOLTS WI H W HERS OR 5"LEDGERLOK SC EWSSIMPSON DTT2Z HOLD-DOWN ,. e -� Joseph Fischetti, P.E. DECK I I ``< �_ 1725 Hobart Road, Southold NY 11971 .� ;' STAIR TREAD RIM BOARD 631 7652954 • �" tr �� -a THREADED ROD AAY BE ...:::.: - SLOPED UP TO 1 2 STRINGER °���"' — MINIMUM 1-1/2"THICK FLOOR JOISTS AWAY FROM T t@''� HOUSE BLOCKING.BLOCKS MUST (SOLID OR WOOD-1) � -�-°"T ��.F=� FILL BAY AND FIT SNUGLY JOIST HANGER GIRDER ° ca JOIST GIRDER/HEADER STRINGER TO DECK/PORCH CONNECTION LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) SPLICED JOISTS OVER HEADER/GIRDER Scale as Noted CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST GROUND WIND SEISMIC FROST WINTER ICE SHIELD NAILING SCHEDULE SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS JOINT DESCRIPTION QTY SPACING NOTES STRINGER JOIST TO: PER TOE ®16" C MODERATE SLIGHT TO SILL,TOP PLATE OR GIRDER 4-8d COMMONJOIST NAIL 20 PSF 130 B SEVERE 3 FT. 11 NONE - (z)rHRu- TO HEAVY MODERATE BRIDGING EACH TOE BOLTS TO JOIST 2 Ed COMMONEND NAIL BLOCKING EACH TOE P844POST a � 1L�, I " TO JOIST 2-8d COMMON END NAIL WOOD JOIST ANCHOR ER r F.- ._ IN PIER 16"TREAD G TO BLOCKING : v 1). ALL FRAMING,CONSTRUCTION,COMPLIANCE TO BE PER 2015 IRC,2016 NYS UNIFORM SUPPLEMENT 3-16d COMMO EACH TOE > SILL BLOOR TOP PLATE BLOCK NAIL �� 2). ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. LEDGER STRIP 3-16d COMMO EACH FACE GItOER/HEADER a C(AS R SLAB nE °,`k C�1 Q !I TO BEAM JOIST NAIL (AS REQ.) WOOD JOIST �� JOIST ON LEDGER PER TOE °• c 3). ALL FASTENERS,HANGERS,AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. TO BEAM 3.8d COMMON JOIST NAIL � 8"dia. •y a �' DECK PIER BAND JOIST PER END °"� CONC. ` PER PLAN 3-16d COMMO T-0" 4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. TO JOIST JOIST NAIL a; " PIER FLUSH JOISTS WITH HEADER/GIRDER r-g� .-- BAND JOIST TO: 2_16d COMMO PER TOE NAIL v y y 5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. SILL OR TOP PLATE FOOT ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. 6). FLASH ALONG HOUSE WALL,OVER LEDGER WITH MIN.10"FLASHING. IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES BUILDING USE When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. 'PACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS RIGAS 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: ) intent and framingdetails.The are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to to late shall be in CEILING JOIST 8'WALL:3488 COMMON EACH y g g P P TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL DESIGN/BUILD sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) DO NOT SCALE DRAWINGS). 4Fi WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON ROOMS(OTHER THAN SLEEPING) 40 Joseph F I s c h e tt I P. E. ( ) TO RAFTER END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 , 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C ANY DIRECTION 200 QTY. SPACING DESIGNED PROFESSIONAL ENGINEER specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMON' PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS 4-168 COMMON EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE P PP 2-16d COMMON O.C. NAIL Sym.: attached with Sd common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. %YP P HEADER 168 COMMON A-ONG EDGES NAIL SMOKE&CO2 DETECTORS such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type It exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 5/17/21 1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE SIGN UNDERLAYMENT FLOOD 7).INTERIOR SHEARWALL FLOOR FRAMING: DEC"AY HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. ;PACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 11 YES - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. 8)•CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-8d COMMONJOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-Sd COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on rade to be 2500 s.i..Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON 6"O.C. SEE NOTES:1,3 g P• TO JOIST END NAIL @ @ 9.CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs ) BLOCKING TO: EACH TOE (BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMONINTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-16d COMMON EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 NEW DEN ADDITION 8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM JOIST NAIL- DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE NOTES 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMON JOIST NAIL5 00 Glenn Road 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO:SILL OR TOP PLATE 2-16d COMMONPER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. FOOT SEE NOTE:1 Southold NY 1 1971 Girders on concrete piers shall be anchored with proper steel connectors anchored '�� 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with 6>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. E I- N For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. I QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES otherwise. JOINT DESCRIPTION Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACINGSEE NOTES:1,3(BOTH FIELDS) 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM Sd COOLERS 7" O.C.EDC.E NOTE:2 FOR PANEL FIELD PROJECT TEAM: Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all6).Concrete piers shall be a minimum 6"above grad WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 e. openings.LVL headers to have(3)Jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)•All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings between 41 and 60 and 2x6 wall openings between 511 and 09.Provide fire togirder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 .For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall Designer/Builder 5.All flush beams/headers to be installed with heavy du alvinized hangers and 8d COMMON ) g g q vY h'$ g PANELS WFCM-DC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"05B 3"O.C.EDGE 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub 6d COMMON 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM Sd COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. R I GAS C O on plans. WALLBOARD 10"O.0.FIELD 3 For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2)•Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: ) P g g P other access openings unless otherwise noted(typical). 22260 main road, orient ny 11957 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION 8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P �' QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 631 3238022 where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 8d COMMON I"OR LESS 12"6"O.C. FIELD EDGE 3).INSTALL I-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Cly rlgaSCo.Corn O.C. 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES Section R602.8-FIREBLOCKING REQUIRED under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. and to form an effective fire barrier between stories,and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor Engineer 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathirg feet.Batts or blankets of mineral or glass fiber shall be allowed as Fireblocking in walls constructed Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, Joseph F i S ch esti P.E. over subfloor as per manufacture's instructions. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load pah. drop ceilings and cove ceilings. f 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces 1725 Hobart Road, Southold NY 11971 ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. 631 7652954 to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tol-16d nail per foot. 3).All electrical work to comply with 2014 NEC. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 SOIL COMPACTION: flame and products of combustion. torch down type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTINC SOIL CONDITIONS PRIOR TO FILL. 5).For the fiireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADDADDITIONAL FILL AS NEEDED. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE: DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS MPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY TESTED BYAPROFFEi51ONALAGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. Scale as Noted . 1, c [ Uel' •,n,J: ms` s *� a� _(/Southold Town PLAC*�' S/SS'h'PANt'k OV,,P THE ANCHCR DRILL 2' DIAMETER HOLE PLACE S/'�SW PANCIL OVER THPEADFb R0,10",, P,I,'; SPECIFY APPROPP�AIC -------- BOLTS AND SECURE WIH HEAVY OR NOTCH 2*y2" MAX III SECURE WITH 14CAVY HEX NUTS (PPOv,,,rn STEEL STRONG-WALL MODELS 01 0 0 0 1 WALL M0111, TO AlILOW STEEL HILX Nz�.![S. (PROV1,D[r)) SHEATHING &- RIM joST. USE 1%* Vri:_NCH/SOCKFT FOR X* N'J' 1,r ��11,� I �T Ux. 1 Y4' w`1 1,N�'H/S1 f OR F L F R A k4V N 0 PONC.-WA�I, AN'� USE LOAD VALUES (S/ SET LOWER NUT FL,vSH USE 1',Vd* FOR' 1' .V!T FOR U S E 1U" i` \„' FOR I' INUT WTHI TOP OF SHEATHING, .�i. NO AT'W�" ro,-"� ITIISTA�,LATK,'N ON NUTS S9.ALL RE SNUG TIGHT. u: NUTS SH I, BE ',,N,K� TK',HT, S/SSW BASE PLATE DO NOI USF AN IMPACT WIRCNK..ii� 12 -T 2 sHALt SIT FLUSH f'C111IK'1RI!7f� - RIGAS J. DID NG, USE AN IMPACT WRENCH ........... - .................................. ...........- I,R�ym sy SrIf CRILONC 5,^FE%kS MINIM'CIA 8 S'K ...... 5 2-1" 6 [EVEL ON NUIS ................. O"HIRS. 11FICAL r OOR RIM EACH WL� DESICNER IG rRO',4rF 4[`X�0�`N��! N", TOR M A A Y, A TRANSPER AT S/SSW LOCATION AS, S!K Iff A" H!X NUTS AP� 0 18 9� 114 2,1 N13 I D E S E R S 1','3 W21 x ,f „911x.3 X15 S 9 3y� 12 SITAR 33 MIL(20CA,) MIN, CFS ♦ SIUD 121,1CIONC EA�)� 0 0 0 2-1 F(�R KR 4 8 S�C SHF!I SSW� OR FOR TRANSFER ANCHOR DESIGN/BUILD -q -i,�- )r '7" SOLUTI��NS SHFAR II',,ANSrrR DESIGNED SIDE Of �HOR RC,,7,I AT EACH ENP G-' 3)� 2 4 'WND FIA%9 C APO 11 A BY 01HERS I0 ,auFS FIRST-FLOOR WALL CON%1FC'i,.N KIT FS",10,Nk ................................. LOCA T ON, IS PIRMHIFID TO Mr)NTY DETAILS z i i� 1111 1 .......... .................. C I",-, 4 f OR -.3y,I.- 1.11 2_1� .............. V62 1,6 3 12 .............. ............ 14 12 $SW1 S/,,,, -STK 24 % 1 2 COUTILER NUT AI40 4 1KT CON A;N'z�, W249 S/S�SW24 x9 I S/SSW STRONG-WALL ON CONCRETE 4 L\ (I) SHEAR V0 THREADED RODS -,S'm5x ,/S,�Wl 5YI 0--STI,' 15 1 el ;- SEE SHEEI SSVI (INCLUDED NTH 4 15 SSW15-IXT (,O,� #14�CR` ...... .................... F,AC�'. StfP.. WA11 PA�,ft SEC TION A ____ t 5/_S SW.2'I x!0 21 OVER THE ANiCHOR RN'IS AND SF OR SSWIA FOR 11-1 K I (r2) %'XI8* v 1"XP�* I ...............-................. ................................................ Joseph Fischetti P. E. t. HRE AS1() RKT,; (A'�IV A?,6) ANCHORAGE __ ; S/5',;W2400 S/SSW?4 x 0 STK 24 3)4 14 HEAVY HEX NUTS SEE SHEET SSAkI 21, '3S (2) COUT'LrR NUF�, -1153 I -.1. W?j_"I USE 1ji" *,CNCH/SfI0KET FOR N�vll. ISE OR SSW1,1 F OR INTERIOR - (2) HEAVY HEX NUTS 1. S/SSW VOE)ELS MAY BE OR'DERED IN CUSTOM HDGHT`;. 'TO ff-T, R, ADD "X" T 0 �NCHORACF ELEVATION 4 INSTkLA7!h INS-R,!.,'TI01N1 c 01NO SPE"OfY HEIGH"" A% FOR I'N`IT, NUT`; �HeLt. BE lir,�,I!,DO �OR I SOLLITIONS, ------ T ................ PROFESSIONAL ENGINEER MO` R FIRST FLOOR CONNECTCR �F PARAT"lly ([XAMPLE� S/SSW12l8X, "t C NCY L)EIAILS CfIN01 U�'l AIN MPAC'! A �,H, SfIEctric cm)IIIONS, MG DEL SSW_-IKT EXAMPLE, SSW2.1 K S19 Fk STRONC AAH. SEE.' SPEF1 S`S`,Vl OR, SSWIJ F'Of ANCHO E 1, [010 3. OR J14 SELF-DRILLNIG SCREAIS (NOT PROVN.D), _.__..__..._».__..___._.._._...__.. ...............- SHEAR 1RAN!ifLR PLATE, (PROVIDED ALTERNATE 1ST FLOOR CFS FRAMING 7 #'A SC-FID&S TO I A10H SSw-, WALL PROFILES PANEL (PROVIDED k"' '-Cf. KIN N ^nd ST:7,t' �T[,FL I SSW 41 EACH W,T�l --IKT) RIM TRACK �;, �,K VIL (18 GA' OF ANCHOR OD AT LAC'14 0 Y' ------- PECISTUTU IS PERMI'IT.D ',TO Movil' OUNLS END 0.. WIM.L. YAR TPAN<�,-ILF �'V!f .................... FOR sI'f.CIfLC Com",Tms, Y' S/" S/SS f'4 F A FLOOR SIII'ATHING :p {0! TO ITS= TTSZ= C) .4 S S 4 FLOOR FRAId"'k., S11: TRACY CUP Z, I TO A.)RPQXPRfT1 TO .4 1 �IWLL SC%V� 33 MIL (20 Gk) MI'i CFS IkED 2'-0` 0" MA,( Y."'iFt". il'ISTP.1, SHEAR FRAJ!N", S PARAI't LiA STUD EACH crrt_.�......... RANSFUR N ATE _.-I,\ SIDE Or AN,,.iI,0R ROD AT TO S/SSW STEEL STRONG-WALL MODELS T� 27- C) A H END OF #10 ScREW1,IN�G SECTION C "I"'I G" ��; l:'.V?S(1N FPH',4)34'�.1�916 C/) RIM mAc,�� EXTERIOR RIV EACH END Oi S/S�,W, BLOC;�NrC 01EPT 11 i ;!.!at:. CL 4,S MIL (IR ",A), VNI, RUCMIMFNI)ED. NOT INCLUDED), ELEVATION MATC,H 4 ffRANS! R FY 0,rHERS SFE FOR OEL, S QUANTITY, ✓ f 1E AlS 1FAMING.NQ! "S P Q,A% I oP ;L!AISTRAI�Q,N) P'CRPEND!CI,'zAR FLOIPR FRAMING SPACED 1, USE CI'S FINN-FLOOR ALI, WAEILE LOAD TABLES FROM THE CONNECTORS FOR 100-FORMED STEEL CONSIRUCT',014 CATALOO FOR THIS '-0' CC VAXIMUM� WHERE FRkVING X, HOLES 10 ATTACH ATIACH IC.F' TRACI< WTH AT 2 INSTALLATION. 6 1�, PARALLEI TO WALL, N"TALL rLI1 I • ��'or #'4 SCI�-CRILL1,NG SCBE IS 2, USE AILTERNATE DETAII. 7 TO ACIiIEvE MAXIMUM ON-CONCPETE 2 s u OPT�CNAI. BIOCKNG OR FR4MING ATTACH TO TOP TRACK WITH OR #t4 PFPTII JOIST BI OCKNG 'AIIIHzIN 6 OF 1/S'-A`;2,I ALLOWABI E LOADS, H �17LF-DRiI.IING S,1,'Rt,WS (NOT PROVOD), I,."R cl�vIloy EACH END OF STEEL STRoNO-WALI_ 3, FOR Two-'STORY STACKED SIEEL STRONG-WALLS S4 TW CFS FIRST FLOOR, fi BIOCKINC, DEPTH SHALL MAfCII FLOOR REGISTERED SCSI" P PRE-ATTACHED Cf'S ST.'DS I/SSW2,1 FOR QUANTITY. U",F A[TERNATF DETAIL 7, rROVESSI"It,L 6 I`V!,,IITTFJ,�j R 't, fRAMING DIEP11-L R_ I STORY 20 CA) 4� R[GC,1ErED VESiClll PROFESSIONAL SHALL DESIGN FOR SHEAR IRANSFIER TO vmf`Y tx T'A'1�S OR 33 MI! A_ NEW DEN ADDITION FROM PIIA TRACK TO SILL TRACK AND STILL TRACK TO rouNDAPION, SrLrl!�� C�Ni-j'1!0%S It, STRONI, WAL �..:...............................................................................-__._._1_.___._------- J .......... ........... ...... .......... ............................ 0 1 E S, P R r,I!R' I r D .E.}. O''TIONAL PILOT POLE N/A 51 TWO-STORY STAr".KED FLOOR SEC TION 8 FIRST FLOOR AT CFS FRAMING s1 STUDS FOR WRING. PP CS /SSW PANEL. CJA�`Ti',P, 14,21 F FFARRICAITO HOL IN S PLA`E "'SW PANEL OVEF 500 Glenn Road I It (VARY Al- TTAICH 10 li�P IRA�-,K �t6Y� �N Tini p�CIi ..I,._17� 1. - A<..,:r»,,, NAL 1)�` L-,!AM[TIE'R HC!ES Op � 11� 1� 1. WITH K' OR #14 AND SECURE Y,-H ADDITIONAL CUTTING OF S/SSA' PAN"L OR Sj,l.A IHIN,, &. RII.j jOIST. UTS f MAY OF Df,:�, HEAVY HEX NL PRUDED) LIS, 1ED THRL) CFS HOLES NOT ENILAPGINC OF EXSTING" W�ENCH/SOCKET FOR I' NOT STO',0', AT ANY HOI1 LOCATiON LOWF',R, N\,",'f�U'SH �TH Southold NY 11971 U 01) 0 (NOT PROViVD) MATC,ini�%G AN O�ROUND HOLE IN Cl' fliFAT)ON';, NUTS SHALL BE SN:11G TIGHT, DO __j OPTIONAL 2Y�" 0 HOLE ('ACTORY IN'Slktff)), I P P!Aft S,�k L NOT US,[ 41� IMPA.", WPENCII. ,SSW PANEL FLANCF iI II AVAILABI I- FOP, Dif 18*, 21' AND 2.4' 'M")f, MODELS, < 1 (3) #,- SELF-V,:i LiI�c SO,-,r.ws (n U) .. .......... F.�\,FCTRICN,, PU911NOS Ar ALL ADJACENT MINW6%;SILL TRACK TO P"M EACH 4 z ROUND MECHANICAL HOt05, rRAM!N� BY < SIDE OIAMf fKii 33 WL (20 GA) MIN. CrS OTKqS, TYPI R"Os ,P;N)Vq;€t: w!"H i, STI.ID NOCKINC EACH SIDE LLJ STAIk,;APD S,W 2K I LU S 11 E t SUP"ON";-)"At L j` AT' OF ANCHOR ROD AT EACM ENE, Of WALL. !s PERM11T,-D TO MX)iFy DETAILS :IERNATE 2nd FLOOR 0 ED ............. .......... z ED -'IF R DRILL IYJ VAX D:AM' HOLF IN TOP OR PROJECT TEAM: T R ACK K PODS < Uj t IT"I Z MI I LLJ SHEAR LOAD-; AS, A VAXzMUVl ATtACLi TOP 0' S/sSw To SINGLE-STORY S/SSW ON CONCRETE 12 ,I DF1,1w. TOP TRACK WTH OR j14 ................................................................................... ..................................................................... ....................................... ........................................................... ............ 1!IL1O21R221I LZ K, %LF-PRILING _j RFCIS1FRfD UES!1N PRUff"S90NAA Cn -T- -t- I 111�1 W LL z -ICIDEL REQUIRE r, PEr%I:TT,, D TO IMOOiFY D[TAI!S I (NOT PROVr%]LD) Uj 0 w P - • HEAVY HEX NUTS TOP AND FOR CONDITzON',,� 41.1 STK I ............ ............. Designer/Builder TTOM (PRO ACTORY 11zE-1R-7'A,1,'7_R RA7 INTERIOR ELEVATION SSV_-20). NTS SHA LL b3E SNUG T)CmT. DO NOT IJ�,F �Hr&P -,,.AN!;rEP PLATE AND AN IMPACT WRtN(H. ............. ........... RIGAS CO 414 SFI_f-L)RII_LINf3 �CREWI) OIRCTR IWO STORY WIA.. •D IWAil # "A X1 RN TRACK 4 22260 main road, orient ny 11957 I S"PA�'ATELY� SrFLW73 INTO 43 MIL (18 ............................ of 631 3238022 MODEL SSW_-2,,T RIM (Sz�YF300 FPHS0,3,4S1O16 CA), 104, VENr N/A 11 o XMIL't%E: 0" INcL.Im, -JI x' ILE S W,I V ,TO, N c@rigasco.com z 1, 1, STEEL SfRONf-WALLA SHEARWALL. IS MANUFACTURED AND TRADEMARKED BY "S:VPSGN PI`. �n COMPANY, INC.' rE 5956 W LAS POSITAS BLVD, , PLEASANTON, CA 9458q. TEL; (800) 999-5099, FAX; "VYLPSON STRONG-TIC COMPANY, INC IS AN ISO 9t)01 REGISIERED COMPANY, F Fl�i_11-T 71f_11Y WALL: 2. USE Gf THIS PRQX)CT IS SOUCT TO THE APPROVAL OF bl� LOCAL BUILDING DEPART �N D`IIIS PRODUCT IS PART OF TmE OVEPAII. LATERAL FORCE. RESISINO SYSTEM Or 14E, S �Cillzqf. ;D 3, TrI NAME, SEC TION B SHFAR TRA4Sf[R DES,`�',Nl Engineer DESIGN Of THE BUILDING'S LATERAL. FOR-i'. FEiGING SYSTEM, INCILUEMING THE LOAD PATH 1,0 EXAM;`F, D 11 IRA'NSFER LAIERAL FORCES FROM THE S,T?UC1U1R1.' 7-0 THE CRGUND, IS THE RESPONSP'J1Y C�` !,-11 81' OTHER'; (LTP5 SHOV.N) S/SSI,V21,0 SIX 0 0 fu C-18,20:'0 I SPECIFIER, TWO-STORY STACKED WALL CO*EECTION :CIT 4. ENGINEER Or RECORD IS PERMITTED TO MODIFY rjrTA:l S FOR SPECIFIC IONDi IIONS .............. ...............___.___.__ I . i. - 5. ItIf CONTRACTOR 94ALL VERIFY ALL DNFNSfONS, C6�4[)ITIONS, ELEVATIO' 14 ONS, ETC. PR!OR '0 TS INSTALLATION OF ANY COMPONENTS FOR THE STEEL STRONG-WAIL SYSTEM, IF ANY ARE FOUN0, THEY SHALL BE BROUGHT TO �H,- ATIENTION OF 1HE SPECIFIER FOR CLARTICATI:,tI Joseph Fischetti, P.E. PRIOR 10 CONSTRUCTION 1725 Hobart Road, Southold NY 11971 LACH •K,T�'UNTAd�'S; 6, INSIkLATION OF PRW. )CT SHALL BE DONE IN CONFORII.�NCE To THESE VF�AWNGS, 7,4E (I) 'SHEAP TRANIS-ER PLA", 631 7652954 1`0�FORMANICF OF MODIFIED PRODUCTS Or, ALTERED INSTA,1ATICIN PROCE011RES APE TH, 11�7 11", SSW"'I-2x T (with 414 SCPEAT) EXTERIOR RESPON9811ITY OF TH,,: SPECIFIER. DF .......... (2) !-,08' THz,'FADF[, RNDS (ASTM 7, SIMPSON STRONGG-TIE CoMPANY, INC, RESERVES THE PIGHT TO CHANCE SPECtFICATIONS, VFSICNS, 00 ELEVATION SSW2.1 A H lrRortssi,-INAL IS PER JT[n 1,1�W2 1-2v,T A=[) MODELS WITHOUT NOTICE OR LIABILITY FOM' SI)Di CHAN-0,E& L I TO MCf,ICY DETAILS I OR 1i ------------- Y� !I1,A1.Y HEX IU15 8, ALL HARDWARE CALLED OUT IS StMPSON 'S'TRONG-TIE. I'RIIA 7-EILFIC Cot DI 11!�IIIQ 24 lSS'A7,1--2,KT I" ALIER-11A NSTALLATON !NSRUCTIONS WN! N/A TWO-STORY STACKED S/SSW 6 TWO-STORY STAT.,KEDFLOOR FRAMINGNOTES 112 Scale as Noted 0 - 11111-1 FINUE111"A, e'f S 51 III k '6 1 1 ........... &R kk r ro SE7f Lt A10 T I L x T4_ FLC 0 2 LhIj LSouthold Tc)','m oard� 01 TIIIS'�LO-s Suffolk Environmental Consulting, Inc. Newman Village ® Suite E ® 2310 Main Street PO Box 2003 ® Bridgehampton NY 11932-2003 t 631.537.5160 f 631.537.5291 Bruce Anderson,M.S.,President HAND DELIVERED D C E E September 23rd, 2021 SEP 4 2Opi Board of Trustees 5outhotd Town Town of Southold $card of Trustees P.O. Box 1179 Southold, NY 11971 RE: FOLEY Property—Final Inspection Fee Situate: 500 Glenn Road • Southold, NY • 11971 SCTM#: 1000—078—02—023 Dear Members of the Board, Attached herewith, please find a check made payable to the Town of Southold in the amount of fifty dollars ($50.00) in full satisfaction of the requisite final inspection fee. Thank you for your time and cooperation regarding this project. Yours Trul Robert W. Anderson (enc.) 1 Kathleen Foley 500 Glenn Road,Southold CTM#: 1000-78-2-23 I 1r ' 1 ♦ w vrt ;4 _ — f x�' 9 ,, i 210 21 10 , • Glenn Goldsmith, President ��o oy Board of Trustees A Nicholas Krupski, Vice-President y 54375 Route 25 John M. Bredemeyer, III o ® P.O. Box 1179 Michael J. Domino Southold, NY 11971 Greg Williams �l �a Telephone (631) 765-1892 Fax (631) 765-6641 I.ZD►zf BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: KATHLEEN FOLEY c/o SUFFOLK ENVIRONMENTAL Please be advised that your application dated July 27, 2021 has been reviewed by this Board at the regular meeting of September 15, 2021 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) — 1St Day of Construction ($50.00) X Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) The Permittee is required to provide evidence that the non-turf buffer condition of the 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. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. TOTAL FEES DUE: $ 50.00 ?� BY: Glenn Goldsmith, President2� 1 Board of Trustees Suffolk Environmental Consulting, Inc. Newman Village , Suite E ® 2310 Main Street © PO Box 2003 ® Bridgehampton NY 11932-2003 t 631.537.5160 f 631.537.5291 Bruce Anderson,M.S.,President HAND DELIVERED September 9, 2021 W El f --- ]J Board of Trustees SEP 9 2021 �' Town of Southold i P.O. Box 1179 own Southold, NY Board ci Trustees 11971 RE: FOLEY Property—Additional Documentation Situate: 500 Glenn Road • Southold, NY • 11971 SCTM#: 1000—078—02—023 Dear Members of the Board, As per your request, attached herewith please find two (2) sets of site plans of the proposed addition prepared by JOSEPH FISCHETTI, P.E. Thank you for your time and consideration regarding this project. Should you have any questions or concerns, please feel free to contact our Office at any time. Yours Truly, Robert W. Anderson (enc.) Glenn Gold ,President O�QS��� COG Town Hall Annex A.Nicholas Krupsi�i,Vice President tk 54375 Route 25 John M. Bredemeyer III y �'� P.O.Box 1179 Michael J. Domino Southold,NY 11971 Greg Williams Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: �/e Completed in field by: �.ejejeiina4mr Suffolk Environmental Consulting on behalf of KATHLEEN FOLEY requests a Wetland Permit for the existing approximately 1,623.5sq.ft. one-story dwelling with attached garage; and to demolish/convert the existing three season room into a 240sq.ft. single story addition on the seaward side of the dwelling. Located: 500 Glenn Road, Southold. SCTM# 1000-78-2-23 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: I II Unlisted Action Type of Application: Pre-Submission Administrative Amendment /Wetland Coastal Erosion Emergency Violation Non-Jurisdiction' Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/co suit nt/appIication completeness/comments/standards: J fie/r� -,p Aor I have read & acknowledged t e f ego' c!'�tees comments: Agent/Owner: Present were: 4' J. Bredemeyer M. Domino G. Goldsmith N. Krupski Williams Other S.C T.M. N0. DISTRICT: 11000 SECTION: 78 13LOCK: 2 LOVM: 23 T 0 CL 9,3 Cl 8.4 CTLEN 1� AD EME Of' PAlVrklc,.Nr 1)'p S66031'3)"E 100.00, & 464.I Q' > 9- ------ ------- Q 52.4' -In Ll V rq > —X 8 0 5'W z") I STORY VRV F)WF1,LfN0 rp,"If 15 6, C� FF!, 17.4 6 Co VIRE POPCH GARA13!� 11 1 GF 8.55L,7.5, A 20.9' , - S 7'6,5pp E114CLOSM PORCHPr?opcsEr) 12.b'xl6,2* DRY wUl v 4u 4'x4' TO K DEVOLISHED12'x26' T74 3,w itSTORY AL"'C'Motq (Ft 11.4t_ LOT 6 LOT 8 LOT 7 0-7Z CHANCE AtA,11, 11006 Z AE Li 188.5. 5, . ..... ......... m z —X-,....., Al ON(,` ....................... LOT COVE-RAGE N 62045,40,,W (UPLAND AREA 20,627 S.F-) CAtv"A115.00,L EXISTING DWELLING WICOVEREL) PORCH: 117111 S.F. ENCLOSED PORCH: 20J S.F. WOOD STOOPS: 27 S.F. ASPHALT DRIVEWAY: 687 S,F. SHED: 73 S.F. TOTAL EXISTING COVFRAIGF. 27101 S.F. or 13.1 DFMO FNCI.OSED PORCH & ST00,P: -219 S.F. PROPOSED ADDiTtON: 240 S.F. TOTAL EXISTING COVERAGE: 2722 S.F. or i1-1.2% -DRAINAGE CALUCULADON' PROPOSED ADDITON: 240 S.F. 240x.166=39.84<40cf RFQ. (1) 6'alx2'DEEP DRY WELL 44cf PROVIDED TH,F WATER SUPPLY, VILELLS, DRY111ELLS AND CF SSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERV4,TIONS FEMA MAP#36103COi66H AND OR DATA OBTAINED FROM OTPEPS. AREA: 24,582.07 SQ.FT. or 0.56 ACRES ELEVATION DATum: NAVD88 ----------------- UNAUT14ORIZED ALTERATIONOR ADDITION TO THIS SUR VE Y IS A VIOLA TiOV OF SECTION 7209 OF THF NEW YORK STA TF EDUCA TION L A V1. COPIES Or THIS SUR Vrr--Y MAP NOT BEARING THF LAND SURVEYORS EMSOSSFD SEAL SHALL NOT RE CONSIDERED TO BF A VALID TRUE COPY GUARANTEES INDICATFI) HEREON SHAIL RUN ONLY TO THE PERSON FOR WHOA4 THE SURVEY IS PREPARED AND ON H/3 BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITOTIOu LISTED HEREON, AND TO THE ASSIGNEES OF THE INSTITUTION, CUARANTEES ARE NOT TRAN'6rERARLE. I THE OFFSETS OR DOVENISIONS SHOWN' HEREON FPOrV THE PROPERTY LINES TO THE STRUCTURES ARE FOP A SPECIFIC PURPOSE AND USE TPEREFORE THEY ARE NOT INTENDED TO AXONUM-ENT T14 E PROPERTY LINES OR TO GUIDE THE F-FFCTiO,,V OF FEVCES-, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEVENTS. EASEMENTS AND/0R SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE N07 GUARANTEED UNLESS PHYSICALLY -EVIDENT ON THE PREMISES AT THE TIME OF SURVEY ,JF�VEY OF: LOT 7 CERTIFIED TO: KATHLEEN FOLEY; t V -T CREEK ESTATES VAP -1 F: \!VE I-S ci m FILED: AU"", 19, 7.4,;Tua SITIjTED AT: _)I i TH Cl r, CD L-) T F: V EHEA R )YC'HT Z KENNETH LA-N-T) SURVEYING, PLLC Profession. Land Sin-veying and Design P.O. Box 153 Aqviebocrue, New York 11931 PHONE (631)"913-1-588 FAX (631) 298-1588 FILE )2` "\H S(C L E: 1 6 C' D A.TE: V A R N q I 'S'C. NO. 0,50332 inaintaining the records of Ft L &- Kri oherHennessy eneth li Woycuk c- ;u (n 0 c-TI 0 n 0-: (n c:) -n 8 (D CD 3 m 0cl) :y @ Cy) cn (D 0 . li a G) 0) -n (70 m —4 Q. 2) w 0) > CD (T) En-- (a (f) N) Q�. 0 z (n (n cn ct) o 0 w- cf) > 0 0 000 r- q z (D =r m 00 — --i 0 m z 3 c > (D Z CL G) F- CD m 4rn m '--•- -I 7 -L-----I-- - T--L - --I--T J - -- -T T- 1- --1--1---[-'--I- i ,- '---- I --] - . -! JI ! _ - LTJ- T-I T�� S-.'.--_LT:7_.' i _ 7 _ -' - - L_ 1 - T - - - -- - -L�_ I_ L f_7 -f_ _ �- --1 - t--•--' -- -7- _ T 1 --�, L 1 1- _ -I --, - - - - _ -----` --I I -- =--T--` =-1_I - - 1- I '"_- - - ;_"1 --- •-- - -- - r I_T I -' r T T _ �T� - _ i , -I--I'-,--I-- i I r ? i I r_1 1 r -L I i i -L I - - 1 I I f I G AS -•- � I T _ i I ] -- I -I I C- L I r -I I _ ,- -I' II _ � L -�I -- � -- --- --T - I ! -- DESIGN/BUILD I - -1 I. I 1 � I 1 - - , �- - 1 I I - - - -T 1 L I L I -l_ ' L _ r i 1 1 I _ J I__, T ; T i I r I I r L '- - I,-i � ; I I ; I I i �- I _L 1 1- I- - -� - 1 1 > , I T South -� -I- 1 , 1 Joseph FIschettl F. E. I I 1 I �-;-I i ! - i i l Z l- 11 I -I PROFESSIONAL ENGINEER Elevation ' 1 ' 1 � 1 i i i I i ; I � � - 1 - LjI _ I -L L1 1 1 - 1 1 i -1 1 - I , lT �_ T , --I r=' T 1 I_ -I 1 =�l= _ L - I I I j I ' 1 1 j ,�- , I 1 � I I !-. I , T- t ! -_ > T-1_i i 1 I 1i I I I - -I i 1 �-1 1 , I �� -i II I I 5/17/21 NEW DEN ADDITION I I ! _ I - I ] _ - - • l 7 r I_L -- T=i -I _- _ - 1- 1-_ I - 1 1 I !. - • --. - - - - - __ I_l ' _ I I -; -i , -r_I ., -i--_T-- -- - I -I -I-- 7=1==r -]=L=-I ` `-- i. .: S N _ Glenn Road L - I -, - 1-1-1 s-- -L-1- I--r-T- I:.i T -,- Southold Y 11971 , I - - r -1 l -i I ! _ r- T -- I ! I t r i_` _ -r - ] _- _- .-1 _ _ L__-_I _.- =-- -j- - r - 1 , r r_ 1 I i -I lr T I -I ! -L T , --- _ _I- -!:T > L ---- - - , I 1 I I . I_ i ri JII l I J i . I . I. I - T - 1 =-- _ I- - 1 _ I !- L L - 1 rl 1 l ! T I ' �i-I 1 I PROJECT TEAM: i iI 1 r Nest _ rl - — r l 1-,1 i I LI I ITl i TLrL- • 1 Designer/Builder _ T _l_ I Elevation I _rT, CZ l I L _ I � � I I hit , ! _71 Lj- !--I 1- -I 1 i 1 1 - 11 11I T] RIGAS CO �.� -�, - ' _ r�I I 22260 m y 11957 - ! i I_ 1 [ 1 I � r main road orient n I - I � ! - , T - -, - - I I 631 323 8022 i I i ! I I 1- I ! � . �Ii 1 I i � _I__1 �_I_ _ .;J _1 �� I - - L-, - - -1 � ,-� - I-1 - - ,� I I 1 - ! 1 - c@rigasco.com I -f T I rT,I 1 1 IZ ti I L _I - T I �. = T Engineer >. 1 z . Joseph Fischetti, P.E. 1725 Hobart Road, Southold NY 11971 - i - - 631 7652954 L � , F_= i , T -- I __- - I �,- - I - ---' - -`- - - - --' � - _'� - - L I �-- _-_- _. - - _ :J-- _ r �-?--'_I 1 - - 7 -'---r - - -'--� � - • - •>- Lam. -r ---1 ' L _7 I -�-1 _: -' , ; � '_ - - -. •_ - __ _ - � i -I L-_ L �-T _ �___ -_ T - 1_T_ I I T T I -_ - [ - L f I T i L_� �__ 1=-' _ � _ _ _ -' L -_ I - I I - -1-- -" - ----'- I-- . i --,--- ---I I -- --_` r _ -I I._ _--I _I L 7 ] --_ !--I-- - , i _ r -L --T-- - 7 T _ -T =. I T_- -I- -I-_---1 _T -I-- .- - - -I- -1 I- r-- _ - - S 1__' _I -1_ _-1- - 1 I _ 1 -I-- --r - _-C---7 -- 1-- I--�_I -]-- -"-_ _ -_-_ - -I-- -I_ I _ :--'-- `-_ --- - - ]--I- 1-i L -T I r =--1-I__1-I ZZ-r _,-_L Z- - --L- --I I _ r - _-1---I I--r--1- -T- -fir--� -5- -1--•--L_ -L - - _ _ ---1 I 1 -1 __1-- - -_T_ _ t-1----T 1-r_ r-' --- -- - -? -" -_I , L--� I ?----' - - -L -1 _-' - - -- _ - -, , ; --- I i711- i1 L - i- - -- 1 = i 1- -1- l _ � 1-�� _ I 1 I � � ,_ 1__ � I , 1_i -r � I i r � I , ' ; i . I_I_ I_ 1_, L 1 _ J_ l I-I_J_ �-T - T - L�-��r T ,I - 1- � > 1 I 1 East Ii - L _� -_I_I ISL 1 I 1 , I � ! Scale as Noted - i 1 I 1 I - - T� -_ i T - - - I , 1 -I � , �- i - - 1- L- - I I , Elevation 1 �- 1_ I -' I - - I I I , ;- - ` 1 i =ISI , 1 LT L L 1 L L I-- 1 . I l T I , � � �T 'I - II r1 I 1 �l I - - - E D �7 - I ' I -i I I I I I I I T r-T Tom- � - I fff I i_ 1 I-J 1 T 1 - it -' I 1 -T L TY1 1- I I -I -I-11 _ i _' I 1_, SE 9 2r ' - I �' A I- 1 _ I_ l_ 1 _I I - L 1 -- I- 11- -I - I l i I I I r I 1 T I i l J -L I--1 1 , I ,-' 1-t-I I- - I II II r � - I � L . L 11 _ [ C 1_ Remove existing Enclosed Porch and Build New Den in it's place. 15T FLOOR PLAN 240' Match Basement Height, Match floor height to existing 1 st floor. 20 -i° �4 30,.x_30"_'I` 50. _30"x_30"x_20. RIGAS All w(ndows,custom sized 2x6 wall framing, insulation to code. Ceiling to be vaulted to follow Andersen I's. �— with tempered glass Bilco door here to access DESIGN/BUILD roof line. o new basement. Double 2xb between each window m Add new basebooard heating off of existing loop feeding kitchen. uP Joseph Fischetti, P. E. New Nhite Cedar Shingles, New Asphalt Roof, Versatex exterior trim. PROFESSIONAL ENGINEER New Den GUTTERS AND LEADER5 OF NEN ADDITION TO DRAIN INTO � m NEN 6' x 2' DEEP DRYNELL A5 INDICATED ON 5URVEY DATED - 3/5/21 BY KENNETH NOYCHUK LAND 5URVEYING, PLLG 40" 5/17/21 Existing NEW DEN ADDITION Existing Kitchen Existing Dining Room Laundry 500 Glenn Road I Existing Garage Southold NY 11971 Existing Living Room - - - - -- ----i -----1--- -- --' ,— — — — — — — — — —, PROJECT TEAM: Designer/builder RIGAS CO 22260 main road, orient ny 11957 631 3238022 - - - - - - - -- -1- -- - - ( I c@rigasco.com Existing - - - - - - - - Existing Bathroom Engineer Bathroom Joseph Fischetti, P.E. Existing 1725 Hobart Road, Southold NY 11971 Bedroom 631 7652954 giff Existing Bedroom Scale as Noted Existing " Bedroom LS G k V f f `} E P 9 20�_ I A3 r Simpson 5impson SEE DETAIL ON PAGE A10 5511 1 8x8 SSKI 1 8x8 15T FLOOR PLAN RIGAS' 240" DESIGN/BUILD 20" 30" 4n 30 30" 30" 4N 3,..I 1' I II�30" 11, .20" - -- Joseph i=ischetti, P. E. All windows, custom sized N I" Andersen NDH 2660 with PROFESSIONAL ENGINEER tempered glass and either Impact B i I eo door here to access Glass or Shutters as per Detail Double 2x6 between each window m new basement. U P 5/17/21 0 v O r 0 New Den NEW DEN ADDITION m 500 Glenn Road Southold NY 11971 oU < 40" PROJECT TEAM: Designer/Builder RIGAS CO 22260 main road, orient ny 11957 1 . EXTERIOR HALLS TO BE FRAMED KITH 2X6 OF #2 631 3238022 5TUD5 @16"0.6. c@rigasco.com 2. EXTERIOR SHEATHING TO BE 3/4" THICK FIR COX 2„ Engineer PLYNOOD COVERED KITH 30# FELT, FLA5HING A5 1-1 r2' NEEDED AND CLEAR/R&R PNHITE CEDAR 5HINGLE5 ' ' ° 2. ' ° ° 2' ( Joseph Fischetti, P.E. 1725 Hobart Road, Southold NY 11971 b i SII 3. INTERIOR NALL5 AND GEILING5 5HALL BE COVERED FASENERTYPE: SPACING: i ( i ti 631 765 2954 IN 5/8" THICK PINE 5HIPLAP. �A°°oH IF OC �I BA EMBEDMENT LENGTH / No 1D ANCHOR WITH �4- B I ' 611 III ( I 11 1 ' 7 •I I I I ••' ' I( ••, I (/ t BA.EMBEDMENT LEN 16'OC -tin.EMBEDMENT LENGTH1/Un.da.LAGSCREW -_ _ _ASED ANCHOR WITH 16.00 I I I , 4. IN5ULATION 5HALL MEET OR EXCEED 2018 IEGG AND =REM°`DMENTENGTH _ -!;�� i _ II I '. t.. , i` '� I1 J 1 III • ` I ` I 1 _ 1 (+ IA �\1 / O I �1 // 1 I I I 3/4•APA PLYWOOD I SHEATHING T O B E• I� I / / I I I �APAPLYWOOD SHEATHING • I , �1 / • I, �I ••_ 1 I ,y\\ • I 1 I �11I / (ALTERNATMVE:7/16"O.S.B) / I � 1/ APA.RTD SHEATHING �/1•`lI( I, I 1 11IJI, J •I I I(I ' 1\ • 1_'1 GRADE PLYWOOD I(II._ I ltI`\.•.•Il1��/l -If'1 _ (A ERNArnrvE:7p6'O.S.BJROOF: R4q GL05ED GELLSPRAY FOAM / If ( I . I I NALL5: R23 ROXUL FASTENERTYPE: SPACING: DFFkSt I I--TJ�lIt ••__'_I1�I I )I� l 1'�I�!llVllI • Scale as Noted NAS8Dw0Co-HOw RWTH 10.OC STUD WINDOW SILL 2 EMBEDMENT LENGTH R23 ROXULon,No 10 WOOD-SCREWS TYPICAL WINDOW OPENINS BASED ANCHOR WITH 12"OC PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH I / THAN 4 FEET 1/41n.aa.LAGSptEW CH t ""S' d• \,, &SED ANCHOR WRH 16.00 • I I • ' ( / li I I ! 5. EXTERIOR OPENINGS TO BE MAX U 0.30 :' In.EMBEDMENTLENGTH --�-� ,» 3 TYPICAL DOOR OPENING FtSTFNER YPE: SPAC NG ��- --- i� / �f., PANEL SPAN GREATER THAN 4 FEET CONNECTED z zx4 DExz STUDS MULTIPE ttWlOOD ASSEMBlICS AND EQUAL OR SMALLER TOGETHERwITH STAINIESSSTEEL No. WOOD SCREW OR GAWIN7ZED BOLTS W/WASHERS THAN 6 FEET ro'o.c �EMBE.DMEENT LENGTH _D ANCHOR WITH roc 6. IN5TALL ELECTRICAL A5 PER CODE �; AN "°'BW�RWEwS �p ' TYPICAL MULTIPLE OPENINGS BA.EMBEDMEN LEN Roc �5� + ° 21R."Woo EN!LENGTH PANEL SPAN GREATER THAN 6 FEET 1141,111.LAGSCREW AND EQUAL OR SMALLER BASED ANCHOR WITH 16•OC THAN 8 FEET zin.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. FOUNDATION PLAN 240" RIGAS FDESIGN/BUILD I .r' I a .. :y Joseph Fischetti, ice. E. PROFESSIONAL ENGINEER ti . ° l l V :r Nein Basement, Match Height I I . @ to Existing Basement 5/17/21 • I I COPPER COATED 2X6 ACQ Q � TERMITE SHIELD SILL PLATE X -OVER #5 REBAR i a U PSILL SEAL 5/8"dia.ANCHOR BOLT p II GRADE TO SLOPE NEW DEN ADDITION w/3X3 SQUARE WASHER AWAY FROM BLDG. •°` AND NUT(TYPICAL) o 500 Glenn Road " Southold NY 11971 #4 Bars @ 12" O I f. } e 8"PC WALL -� , CLEAN w FILL 0 D Qe PROJECT TEAM: — D- : BITUMINOUS p COATING e Designer/Builder I I 1/2"EXPANSIONJOINTEx•st•ng Basement 2X4 KEYWAY RIGAS CO 4"CONC.SLAB � ' #4 REBAR 22260 main road, orient ny 11957 e 631 3238022 --- - COMPACTED ......................... CLEAN FILL p 8 c@rigasco.com 16•• Engineer WALL SECTION Joseph Fischetti, P.E. 1725 Hobart Road, Southold NY 11971 631 7652954 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 8'-0". EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. � ----- -- "fes RESIDENTIAL CODE WITH A BITUMINOUS COATING. "g `t 2). FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY IN FOOTING. FOOTINGS TO HAVE 2-#4 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). Pg 3). FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. INSTALL 1/2" EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING WALLS. Scale as Noted 4). PROVIDE 2X6 ACC,SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD SILL GASKET. _ _.rrte _(( _._..,_,. .. 5). PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/1 V-0"OF CORNERS, F" C, k_" 11-�U tL, �ryT INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A L) MINIMUM 7"IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. SEF 5 j; 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLOCKING AT 8'-0"O.C.(MAX.)AND MIDSPAN. `"-"V Southold To 3 1 /211 x 5 1 /2" Post, Foundation to Ridg ROOF PLAN RIGAS DESIGN/BUILD Joseph Fischetti, P. PROFESSIONAL ENGINEEF x8 RR OG 1 . APPLY 3/411THICK FIR COX 2 D #2 16 2x8 OF #2 RR 16 OG 5HEATHING OVER ROOF FRAME 2. APPLY METAL DRIP EDGE ON ANY UNDERLAY ALONG RAKE E EDGE5 AND DIRECTLY TO DECK 517/21 ALONG EAYE5 } 3. U5E ICE & kNATER BARRIER —1 UNDERLAYMENT KITH A5PHALT c�1 ROOFING OVER ENTIRE ROOF. 12 NEW DEN ADDITION 4. 5HEATHING MU5T BE DRY AND x GLEAN PRIOR TO IN5TALLING 500 Glenn Road UNDERLAYMENT m 5 Southold NY 11971 5. IN5TALL A5PHALT ROOFING �y A5 PER MANUFACTURER5 NRITTEN IN5TRUGTION5. PROJECT TEAM: 6. GUTTER5, DOVNN5POUT51 DRYNELL5 TO BE IN5TALLED A5 REQUIRED. GUTTER5 AND Designer/Builder DONN5POUT5 OF NEN ADDITION TO DRAIN INTO NEN b' x 2' DEEP RIGAS CO DRYkNELL A5 INDICATED ON 22260 main road, orient ny 1195 5URYEY DATED 3/5/21 BY 3 1 /2 x 5 1 /2" POS , 631 3238022 c@rigasco.com KENNETH NOYGHUK LAND 5URYEYING, PLLG Foundation to Ridge Engineer Joseph Fischetti, P.E. 1725 Hobart Road, Southold NY 11971 631 7652954 U Scale as Noted SEP S 2021 -6 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RIGAS RAFTER WALL STUD DESIGN/BUILD ENDWALL CRIPPLE STUD 0 BOTTOM PLATE 0 RIDGE BATHTUB HEADER LEDGER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION Joseph �ischetti P. E. 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS I BATH SPA TUBS TO HAVE A L FLOOR JOISTS UNDER F SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON / ALL E JR 5 S U IT OR ADDED SUP OR LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"02" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE PROFESSIONAL SSIONAL ENGINEER THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC WALL STUD 0. THROUGH-ROOF EXHAUST VENTS SELECTED AND `\LOCATED BY CONTRACTOR METAL STRAP 10 CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN VENTILATION WOOD JOIST • " '• " SIDEWALL FLASHING FOUNDATION ' ' TOP PLATE BLOCKING " FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING 5/17/21 STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER - LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL W MAINTAIN GAP ATTIC SHALL FR PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. �i SHALL BE COVERED WITH CORROSION- 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS + RESISTANT METAL MESH WITH MESH CONTIN. SCREENED VENT 10 ON ALL OPENINGS i PROVIDE HEMMED EDGE AT OPENINGS OF V4 INCH IN DIMENSION. CONTIN. SOFFIT/ EXT. PLYWOOD INSTALL 4'0" O.C. ' FLASHING TO FORM CHANNEL LOCATION USE NUMBER DESCRIPTION APPLICATION i AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / i ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ��� 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ' ROOFING LAPS BASE FLASHING 4 INCHES NEW DEN ADDITION BASE FLASHING WRAPS CORNERS, RAFTER \ RIDGE CAP OF SAME \/ EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS I NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT 500 Glenn Road WOOD JOIST Southold NY 11971 TOP PLATE SIDE WALL FLASHING GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS RIDGE VENT FOLDS CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PIATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OU1S ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF PROJECT TEAM. PLATES TO EACH STUD DEL. SILL PLATE TERMITE SHIELD I �—SUB FLOOR SILL GASKET WOOD JOISTS ♦ NEOPRENE Designer/Builder I TYP. CONE. FOUNDATION ( A 60MIL. POLY NG. SLAB GASKET ♦♦ , 2x6 /2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR , V� I BOLTED TO STEEL BEAM WITH GRANULAR FILL I 1 % I I 1/2 " D'A. BOLTS 0 48" o.c. SIAG. 6MIL POLY ON EXTERIOR �' ' ' � ♦ I • V STEEL COLUMN fto A • ° _ RIGAS CO � � ♦ CONE. SLAB 'p e•e ROOF JACK 1�\♦ ♦` STEEL SCAM ° e v ANCHOR BOLT EMBEDMENT: // �� �• ( �'Q POURED CONCRETE: 7" ,� V 1 COMPACT FILL -° BLOCK WALL: 15" ♦ 4" x 1/4" x B" STEEL ROOFING LAPS ♦ TOP AND BOTTOM PLATE 22260 main road, orient ny 11957 KEYWAY FOOTING ° M A • • 4 • ^ FLASHING AT ♦ WITH 1/2" x 6" ANCHOR BOLT t•e N � �' a CONE. FTG. •p Q'p G'°' 1/2" GROUT USE WITH 3x3 SQUARE WASHERS SIDES AND TOP ♦ Q 631 3O22 H ANCHOR BOLT CONNECTION ♦ _ (USP LBPS58 OR BP583) c@rigasco.com FOUNDATION 5/8° ♦ REINFORCING BAR DIA. ANCHOR BOLT �— 3" STEEL COLUMN � I � DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS , , ( 10 KIPS) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM ' CRAWL SPACE OR FOUNDATION 1 STORY 72" OC ' TYPICAL CONE. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDA TON 2 STO ION TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONE. FTG. CRAWL SPACE OR FOUNDATION RIES 36" OC STEEL/ BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATIONEngineer SLAB-ON-GRADE 1-2 STORES 57" OC ROOF JACKS& VENTS DETAIL / r CONI E. SLAB SUBFLOOR DOOR FRAME Joseph Fischetti P.E. 6X6 10/10 WWM I GARAGE � �JOIST , COMPACT FILL DOOR I USE 2x8 STEEL BEAM 1725 Hobart Road, Southold NY 11971 FOR BLOC KOUT 631 7652954 •� 4" SLAB P.T. PLATE /,/ W/ 6X6 NAM M SLOPE 1 2" AIR SPACE ♦♦. 1 e 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT / < (WITH A NAILING PLATE IF NEEDED) • ",'���' AT END AND d' ."' V,0 `�-" ' • e'• • • TO BE APROX. 1/2" OR HIGHER THAN ' '4'a ES OF WOOD O •• STEEL BEAM TO ALLOW FOR 51-IRINKACE GRADE • K'--a-_--a- - • 4 • 4 • 4 c S BEAMS ° 'e 0 °�•e 0 •• • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12" 6X6 W.W.M. 4 ': �"'•_Q r'e0 -SII 4 .°•• 0• p — MIN. n�S 0 .A e 0 '^ A'n A'n n'� • •e ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM • s �SUBFLOOR •• 4 REINFORCING BAR = NOTCH EQUALS 1/4 DEPTH OF BEAM °e DRAIN TILE I� �I •0 REINFORCING BAR ✓, I e C ;•.°'a° e'C•e �� JOIST 'o SHEET METAL / 30# FELI UNDER BEAM AT POINT �• A m STEEL BEAM 12" OF CONTACT WITH CONCRETE OR CONC. BLOCK _ I• •I - 4• 3" PLATE (BOLTED TO BEAM) ° TYPICAL CONE. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. " ^ SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) y4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET Scale as Noted mro. rp Q nen/ WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS RIGAS GIRDER 4"MAX. DECKING DECKING 4"DIA.MAXIMUM DESIGN/BUILD EXTERIOR WALL DECK JOIST DECK JOIST 1/2"DIAMETER LAG SCREWS, Z THROUGH-BOLTS WITH WASHERS CONTINUOUS FLASHING,EXTENDED OR 5"LEDGERLOK SCREWS PAST JOIST HANGERS,CAULKED TO (2)1/2"GALV.OR S.S. PREVENT WATER INTRUSION LEDGER FLOOR BOLTS\ AND JOIST FLUSH ON TOP JOIST CARRISHESANDNITS m Joseph Fischetti, P. E. 0 Lj Li Li RIM BOARD WASHERS AND NUTS GIRDER CAULK TO PREVENT WATER SIMPSON CBS INTRUSION LEDGER AND ANCHOR DECKING EP DIA.EXPANSION BOLTS, g JOIST FLUSH ON TOP PROFESSIONAL ENGINEER EPDXY OR ADHESIVE(PERFLOOCODICRETE POST JOIST "MIN. MANUFACTURE INSTRUCTIONS) b 4 , JOIST 5" M MIN. w/WASHERS AND NUTS d•L J"0" PIER 5"MAX. ..MIN. DECK JOISTS •DSD°,s DECKING DECK/PORCH RAILING JOIST HANGER °'. DECKING DECKING DECKJOISTS if Is I if n Is Is 11 IT If b ° 2X ACQ LEDGER BOARD FOUNDATION WALL d,L NOTE: ; ~�4 BLOCK FOUNDATIONeb "a a DECK JOIST DECK JOIST RAILING FOUNDATION-D TO BE FILLED WITH d L )01ST HANGER WALL N VI GROUT AT ANCHOR �° a" 2X ACQ LEDGER BOARD POST LOCATIONS GIRDER GIRDER RIM BOARD SIMPSON DTT2Z HOLD-DOWN LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL (MIN.2X8) DECKING 2"MIN. 5/1 7/21 THROUGH-BOLTS s"MAX. DECK JO15T 1 0 THROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/2".PILOT HOLES FOR THROUGH-BOLTS 2"MIN. SHALL BE 17/32"TO 9/16"IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT HEAD AND NUT. (2)1/2"GALV.OR S.S. 2X BLOCKING AT EACH POST SIMPSON CC SIMPSON CBS CARRIAGE BOLTS WITH ATTACHED WITH 10d THREADED EXPANSION AND ADHESIVE ANCHORS ANCHOR ANCHOR WASHERS AND NUTS NAILS TOP AND BOTTOM STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD 12"OC POST CONCRETE I.-.1 IN 2 ROWS AND ADHESIVE ANCHOR BOLTS TO A CONCRETE OR SOLID OSHALL HAVE ANRY WALL SD DIAMETER OF 11/2".MINIMUM SPACINSHOWN IN LEDGER DETAIL. G AND PIER POST-TO-DECK CONNECTION ® ® 5-1/2"MIN.FOR 2X8 EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURER'S RECOMENDATIONS.ALL 5"MAX. 6-1/2"MIN.FOR 2X10 ANCHORS MUST HAVE WASHERS ® 7.1/2"MIN.FOR 2X12 LAG SCREWS 3/4"MIN. LAG SCREWS SHALL HAVE A DIAMETER OF 1/2".LAG SCREWS SHALL HAVE PILOT HOLES I«I2"MIN. LEDGER L LAG SCREW,THROUGH BOLT, DRILLED WITH 5/16"DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. 4"MAX. OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1-1/2"UNTHREADED SHANK.LENGTH MUST PENETRATE BEYOND - NEW DEN ADDITION RIM BOARD A MINIMUM 1/2".LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. CONCRETE LEDGERLOK SCREWS PIER LEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF 5".LEDGERLOK SCREWS SHALL NOT 4"DIA.MAXIMUM BE USED FOR MASONRY,CONCRETE,BRICK VENEER,STUCCO,SIDING,OR RIGID FOAM INSULATION.SCREWS SHALL BE ENDS AND LEDGER BOARD FASTENER SPACING AND CLEARANCES 1\ ( Road FROM TOP AND BOTTOM EDGES. J OO l�T1I1 24"X24"X12"CONC.FTG. HANDRAIL NOTES: [ LJ 3'BELOW GRADE All required handrails shall be of one of the following types Southold NY 11971 (ALT.:BIGFOOT FOOTING) or provided equivalent graspability. Z 1).Type I.Handrails with circular cross section shall have an ZD outside diameter of at least 1-1/4 inches and not greater m 36"MIN. than 2 inches.If the handrail is not circular it shall have a perimeter dimension of at least 4 inches and not greater than 6-1/4 Inches with a maximum cross section of FLOOR SHEATHING NAILING AT 1/2"DIAMETER LAG SCREWS, ATTACH TO 1-JOIST 1/2"DIAMETER LAG SCREWS, dimension of 2-1/4 inches. 6"MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS WITH A MINIMUM THROUGH-BOLTS WITH WASHERS JOISTS WITH HOLD DOWN OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN OF(19)8d NAILS OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN 2).Type IL Handrails with a perimeter greater than 6-1/4 Inches shall provide graspable finger recess area on both sides c the profile.The finger recess shall begin with a STAIR RAILING PROJECT TEAM. SOLID SAWN � � � � � � � � � � 7GIRDER distance of 3/4 inch measured vertically from the tallest FLOOR JOISTS DECK i 1 I JOISfS DECK portion of the profile and achieve a depth of at least 5/16 JOIST 1 1 JOIST Inch within 7/8 inch below the widest portion of the profile.The required depth shall continue for at least 3/8 1-1/2"SPACETHREADED ROD MAY BE THREADED ROD MAY BE nch to a level that is not less than 1-3/4 inches belowthe MINIMUM SLOPED UP TO 1:12 MINIMUM 2X6X36" SLOPED UP TO 1:12 tallest portion of the profile.The minimum width of the AWAY FROM THE HOUSE ATTATCHED TO JOIST AWAY FROM THE HOUSE handrail above the recess shall be 1.1/4 inches to a LGIRDER WEB WITH(16)10d NAILSL maximum of 2-3/4 Inches.Edges shall have a minimum HANDRAILS Designer/Builder JOIST HANGER JOIST HANGER AND CLINCH radius of 0.01 inches. RIGAS CO 22260 main road, orient ny 11957 BALUSTERS lOd THREADED NAIL OR N10 WOOD SCREWS, 631 323 8022 LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS 1N DECK) I._ 16°OC.I EQUASTAGREEDIN2ROW LONG, c@rigasco.com STAGGERED IN 2 ROWS OPEN BALUSTER ATTACHED TO WALL • HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH IF BEAM IS CDNSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS 6 FT.MIN.EXTENT OF BLOCKING ATTATCHfD OUTSIDE MEMBER TO THE SPLICE END;SPLICES SHALL BE LOCATED ONLY OVER SHALL NOT BE LESS THAN 1.1/4"NOR MORE THAN 2"IN Engineer INSDE MEMBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL ATTACH BLOCKING TO DECK WITH 1/2"DIAMETER L4G S EWS BEAM ASSEMBLY DETAIL PROVIDE AN EQUIVALENT GRIPPING SURFACE lOd NAILS AT 4"O.C.STAGGERED THROUGH-BOLTS WI�EWS W HERS OR 5"LEDGERLOK SC SIMPSON DTT2Z HOLD-DOWN •�•",\" a �� Joseph Fi rt schetti, P.E. <. � r STAIR TREAD 1725 Hobart Road, Southold NY 11971 DECK 1 y " 631 7652954 RIM BOARD THREADED ROD AY BEm="\`•,'`„a �F SLOPEDUPTOI2 \ � STRINGER MINIMUM 1-1/2"THICK FLOOR JOISTS •� �a.�\ " BLOCKING.BLOCKS MUST (SOLID OR WOOD4) AWAY FROM T HOUSE "�._ "'$b FILL BAY AND FIT SNUGLY JOIST HANGER GIRDER � .� — :::.•°° JOIST GIRD-R,/HEADER STRINGER TO DECK/PORCH CONNECTION LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) SPLICED JOISTS OVER HEADER/GIRDER Scale as Noted CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST GROUND WIND SEISMIC FROST WINTER ICE SHIELD NAILING SCHEDULE SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS JOINT DESCRIPTION QTY SPACING NOTES STRINGER JOIST TO: PER TOE @16" C , 4-8d COMMON MODERATE SLIGHT TO SILLTOP PLATE OR GIRDER JOIST NAIL � (2)THRU- 20 PSF 130 B SEVERE 3 FT. 11 NONE - TO HEAVY MODERATE BRIDGING EACH TOE -- - - - •-•• TO JOIST 2•Bd COMMONEND NAIL BOLTS L i 1 lig BLOCKING EACH TOE 2-Bd COMMONPB44 POST 4 ^dia. TO JOIST END NAIL WOOD JOIST ANCHOR PIER D: r 6 16"TREAD i 1). ALL FRAMING,CONSTRUCTION,COMPLIANCE TO BE PER 2015 IRC,2016 NYS UNIFORM SUPPLEMENT BLOCKING TO: 3-16d COMMO EACH TOE a SILL OR TOP PLATE BLOCK NAIL !I }I 2). ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. LEDGER STRIP 3-16d COMMON EACH FACE GIRDER/HEADER RADE >, e I ! 9 ? " TO BEAM JOIST NAIL ; > CONC.SLAB y.i )) I 1��I WOOD JOIST n• (AS REQ.) 9 .Y, JOIST ON LEDGER PER TOE a 4. `F, A^ 3). ALL FASTENERS,HANGERS,AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. 3-8d COMMON.( TO BEAM JOIST NAIL •_ •,• 8"dia. ` - DECK PIER � •� ' BAND JOIST PER END 4'11; °\a 3-16d COMMO - CONC. a, PER PLAN 4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. TO JOIST JOIST NAIL 3'-0" a; ' PIER BAND JOIST TO: PER FLUSH JOISTS WITH HEADER/GIRDER n 4 h,>y�. .. ....,_..,.,..,:._... .... 5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. SILL OR TOP PLATE 2.16d COMMO FOOT TOE NAIL �'s ALLJOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH o c THE PROPER STEEL CONNECTOR. 6). FLASH ALONG HOUSE WALL,OVER LEDGER WITH MIN.10"FLASHING. IF ABLE,SEF FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie it used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL:4-8d COMMON RAFTER 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) RIGAS intent and framingdetails.The are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to to late shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH y g g P P TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL DESIGN/BUILD sound and a weatherproof completed product, shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2_8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOMS DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON (OTHER THAN SLEEPING) 40 Joseph i s ch ett i. . . ( ) TO RAFTER END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES GAURDRAILS ANY DIRECTION 200 precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) PROFESSIONAL ENGINEER specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMO PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS 4-16d COMMON EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE P PP 2-16d COMMON O.C. NAIL Sym.: attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER A_ONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16dCOMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR length adjustment factors in table 3.16. JOIST,BAND JOIST, 2-16d COMMO FOOT SEE NOTE:1PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA .2 t).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIORSHEARWALLCONNECTIONS: FLOOR FRAMING: HAZARDS 5/17/21 __ NOTES Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION iP QTY. ACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 11 YES 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL s).coNNEcrIONSARouNDExrER10RWALLOPE"wGS: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-Sd COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES 3.5, BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be TO JOIST 2-8d COMMONEND NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:13 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1(BOTH FIELDS to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-76d COMMO EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. ) 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 NEW DEN ADDITION 6).Crawl spaces provided with r minimum.ox24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMO JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER PER TOE NOTES 7).Dampproof exterior of foundation with bituminous coating as per section R406 of DECK AND COVERED PORCH NOTES: TO BEAM 3•8d COMMON JOIST NAIL N.Y.S.Residential Construction Code.A 6-milpolyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. PP g P BAND JOIST 3-16d COMMON PER END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 500 Glenn Road 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Southold NY 11971 FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE t FOOT SEE NOTE:1 ROOF SHE Tl I 1�*�1�� 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with 6>0.49. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. I QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless notedAT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL JOINT DESCRIPTION Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACINGSEE NOTES:1.3(BOTH FIELDS) 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD PROJECT TEAM: 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 6).Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings between 4'1 and 60 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 5.All Flush beams/headers to be installed with heavy du alvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathingwithin 4 feet of the corners,the 4 foot edge zone attachment requirements shall Designer/Builder vY ty g g PANELS 8d COMMO WFCM-S3C ) g q anchors where applicable to all connecting joists. PLUMBING NOTES be used. 7/16"OSB 3"O.C.EDGE 6d COMMO p p ) g g P PLYWOOD 6"O.C.FIELD 2 Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with 6.Double u floor under walls that run parallel to the floor joist and under bathtub 1 .All water supply,drainage and venting to be installed as per N.Y.S.Residential )• P g 8 g Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. R(GAS CO on plans. WALLBOARD 10"O.0.FIELD 3 .For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o, 2).Verify septic system with the Engineer for Suffolk County Health Department approval. ) P g•g P other access openings unless otherwise noted(typical). FLOOR SHEATHING: 22260 main road, orient ny 11957 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. provide adequate bracing and plates to protect and secure the structure.Vert with the JOINT DESCRIPTION 8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P Verify QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 631 3238022 where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. e aarlgaseo.eom 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES 1"OR LESS 8d COMMO 12"O.C.FIELD Section R602.8-FIREBLOCKING REQUIRED under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. and to form an effective fire barrier between stories,and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor Engineer 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathirg feet.Batts or blankets of mineral or glass fiber shall be allowed as Fireblocking in walls constructed Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, Joseph F i Sch esti P.E. over subfloor as per manufacture's instructions. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. 1 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces 1725 Hobart Road, Southold NY 11971 ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter, members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. 631 7652954 to have regular 1/2"sheetrock.All walls to be taped and finished. .to be reduced sol-16d nail per foot 3).All electrical work to comply with 2014 NEC. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or SOI L COMPACTION: flame and products of combustion. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 P torch down type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTINC SOIL CONDITIONS PRIOR TO FILL. 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 2).COMPACTION OF NEW FILL SHALL BEAT LEAST 95%PROCTOR NOTE: DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY TESTED BYAPROFFEiSIONALAGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. Scale as Noted �, F _ D � 2 U021 Ur _(���Routhold Town AV .1diCt iJl i�'-t„EFsfiti _ PLACE S/SWAY RAN:'".L OVER THE ANCIVAP DRI;l 2" D#AMETER HCLE. PLACE S/$SW PANEL OVCR'CFi='EA [D 4;i AN' NGSTRONG-WALLmm" 3--� 13Ot.TS .AND ,`.;ECUkE ik`:Ti{ W>"A';ty {:€FY.d(L`RCPkiAif r Li n STEEL MODELS R 0'I ^ E r r OR NOTCH 2"r2" MAX IN SECURE WITH}.AVY IITX NUTS (rROV;,'.Z). I r W'.ALL MODEL Tt ALLOW k TE:EL � of { "„ ,,,",,,,...„.„„_„,.„._,._,_----I, __,„__. ___ _._ _."__„"__m._._ _ ..... I t tif:K N!1'rti. (PR VIDf.T! n s,? SHE.ATW(NG C' RIA, MST. USS- 1Y4" '9MITNCH/SOCKS" #OR i"t:,!'" I J ": ::,;:�:,::":_.�;:.a:r::-."�r:, --*i, I r"r• .,..,. •.. y;.,•. ,'t u:Y. I 7 rt. +,,. C7 r?R e." AVIV ( ,.,RO bN:1S i - I vi.' 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S/SSW MODFI S MAY BE t)R!N r1rP IN CUSTOM H:EGHIS. TO ORDER, ADTe "X" TO W�FM(">rS+,t:KET n -._ __..... ...._.,_.......---.__..............__ ANCH-RAGFFORELEVAT3CiN -1KT HEAVY HFF, N'ET' #vtC?'?CTI AD:T3 St.r , a u kEGt,ILRID Dk�SGJJ r•`ROFE.:aSIONr'lL. INSTALLATION ( GIT Y' #IFis"H` FOR I" ?t.IT. t4: r; S€,AkL BE N:,. 1SGtI'. DG SOLUTIONS, ---._____.. _ _- _ ___ ._ PROFESSIONAL ENGINEER ' I ? (EXAMP>L.E: r;,f'S 'A"? n^X. t<=9`1") t.OJ USE AN ':i.,AAC`" t4 °N^N IS PENMITrED 1D MODIFY DETAIL ETAI S ORDER FIRS' FLG{ln CONNECTOR itlT SC.F,�RAiELY,' I I 2 SEE SHEET SSW! i ' t FOR' SPED IC CONI?IT'ICN", MODEL SSW__-1KT EXAMPLE: SSW21•3s I •I• , . . . , ?,? S,.s9',.7 F't.t AJC=iORAt,E �'�t ,hJ • f i # 3. }j" CP k1A SELF DRILLING SCRFWs _.._.._.__..._.__.. _. ..._......._.____._......_....._...._._...._................___._..............._.._..___..____._ _F[ ! S6 i (Not, ..,C,b„LTU}, a TR. . PLATE, ( ALTERNATE 1ST FLOOR CFS FRAMING #14 SCREWS TO frPS IAD i' �. }TT WALL PROFILES --- PANEL (PRO'/1D v W'-�1KTp :33 MIL 20:At >vd•�,€I I'I'; C yr W „y i ST'tR'f rT(TE rA_ t ^_- WITH SS14'_-iKT} kAGk STUi? krC t:r•',`:: CAGo+ ;'{1F. �. _ _ RIl.1 T 43 v Rf G3 aT,.,,:,.0 D :>IGN PriOt'ES z,• ,,+L MIL (a GA.) 611N, /i A\ LSTs RCI) Al C; ?��_.. a v, .r., aV .'�.�t"li ('' S`f l 1 IS FERF.91"1FD 1:?t±:;`iC C'f AE[.. - �-S ,.1.. y� T p Kh�„ v<: ,:FAL-,' :`Jf��S;rri. € ., ._. _ ---....__..._ c Tr.'rtN T FGR r:F'# r:,,;f n.T 5 „•,•,.,.� END C;F ,t! t".� y C°f IG CO.,;.,TIC 15. r;'1 " y FLOOR ...CATH€N,. I 17_ .........._. C'.4. .K AS F'. `I I:'J`>T,:El� SSI.: i!'An!`:,, }:,L,,., .n>,;; C i .e C�;I},STEL 'RACK CE' i',iIN a"' r`Ec rF,,r y w Ct< F` Fk. a': ..ate;• - t... » A5 RC1.7#REG TO _a "'-O" {1(: I rI V,HER" tr 3.3 MIL (t.G G•,. 6.IF1. CFS S/17/21 F R S SSW STEEL STRONG—WALL MODELS 1 �'�``' TOR' UA,T''„ SEE j -IDE Or NCIt CD A, .. , '' TRAM. -RFL , ` rJ :, r` .ACP# N} OF WA (` G,.00P.?NG IM,11 C., „s r K� S.•, Ll.. E.. #10 SF -DR''LING AS INTO r SEC TION F.,. C;r i ^I 6 RFC} 6i M., ,`, EACH Eh:C CF `'W. w Rim TT:A.i>. r f" I SCRC 4k MIL ('S"F :>A) MIN, E RECOMMEF:^�E'D�NOTCINC EL:r}. 'LAOC'rt'FL{'OR" ,.�lla:t: ^o _._......._._......._ r C. , s I EXTERIOR 4,=ni ",/ SSW. LUD ; .� SHE:Aa FhAN`,.:FFR BY OTWENF, SEE FOR DE.A.. 9 OUANTITY {itl;?I`Si?t; Lr['';s ;,;I�ifhlnt e"t`;&' ..../ I FiSt�1.1�F�:.�1.�'7...�'+..}._.��,r2....I:..fi:`�h11NG.._',ti:.rt ii„t (fl r .. • 1!,l..IaTTiAI'iNl P;,",-ENDICVIAR FLOOR FRAMING SPACED i USE CIS FIRST-FL'OCR AILOAARIE LOAD TAB3.ES FkOM THE CONNECTORS -z FOR C,::.D-FOPMED STEEL CONSTRUE ^' OO FOR THS •,; . €r" rs; T AT 2'-D" CC MAflM. V )%iITRE FRAMING DATA„ P w A H'.IE;; T%1 A1TA `,1, ATTAC•# (R TaAf;K W'TH . INrTA;1.ATi0N. ' DIT1ONAt n ;"r; (( )," » ik.`' + IS PARALI_E:, TO WALL, INSTALL FULL �.T t • a q 4L.....F NG OR " ki InI ICI€I i�E n a r #`' t-[?nil.tiN SCREW .,,r"j � >� r r , .` s 'uE 2. USE At TFRNATE GE Ali. 7 TO ACHIEVE MA;XiMUM ON-GG•'a C'"E1T: +".:�`i� 1 ATTACH T„ 70P TRACK WITH}'" OR 4 DFPTIi JOIST BLOCKING WITHIN G" OF FFeAMING IF r < #L' (":' °Ff 1/r`,wiz,1 rx«r A€I O)V'ADI C I WE& (I`' SELF-DRILLING SCREW OT PRO411)[:D EACH END CSF STELE. STRON WALT_. #(F ' f'*k ( ;�"J`:lv 1A 3. FOR TWO-STORY STACKED STEEL. STRONS.WAI.L.S WITH GFS FiF'.ST F C:fi, REG?STEF:EG ::SIGs � + PRE-AT'TAL;HEF1 CFS ST LIDS. ( F Si SEE, ir/atV;?•1 F'CP t7UAlE'II`Y. OC3{ENO Di:P1H SHALL MATCH FLOOR USE AE.T'Li?NArE DF TAI 7. PS'''T€' ^d"• ! �''��:8 � •,I•`J : FIRST SrCR S,itiSTJ•';-S4A;L / #RAMING DF:F'IH, 3'3 MIL (2l OA} ` ,.i• ; 4, REGISTERED DESIGN PROFESSIONAL SHALL DESIGN FOR SHEAR TRANSFER r^ n c TO A.^'FY .1A' +'t`R „r STRONG , ( ,r,,;-:i1F.) r E ,, ,. NEW DEN ADDITION _._ SIR'EL a 2OJG WA, FRO# RINI TRACK TO SILI, TRACK AP;;, SILL. TRACK 1O FO:.':#ai,',ATION. ST:TC'IF':C C;`J":7!t'M1;>. R= i:E _._.,_.._.._.......... ._._. HOLES P<E:DRIE?Fr? 3SJ " f ; - OPTI'..rJAt, PILOT F#LIEF. N/A 5 1 TWO STACKED FLOOR SEC TION 8 FIRST FLOOR AT CFS FRAMING 10 STUD. FOR I PREFABRICATED riYj;F$ IN a/raS4L'PANEL, � ....._.__.__....._._. t s n, r trr , _•••, ai"•I ''" t FR, Err ( lat(I:;,FY ! {4'Ai2Y VtlT;r# EACH, .. L} ATTACH TO 1'Rk,_, of a.. A:.:u,T,.:h,. 7, D1Arf T:,. Fit?:., , ( , 1 I AT 'tDl!'.d.FFEN ,a,tl A.. PLA( PANEL OSE 3 r r MODE ,S O tt.t T?i ADED CSAANC SECURE t4"T:i �_... - '"ICI T, E I1' 1' I.,a.r ADr'17INAr , CUa TI:G (IF S/ .14' PANEL OR N9'>i }i" t R k"• wi z / rl' n rn c; Glenn Road A"AY E' :E EC 1HR FS E _ TI'.IN> d TS (P U C a i. I X# - r f s �' OI.ST. � E.AVY S?i'• ; ANY I . <,{'` E\?,ARCING Ci' STIn HO�,FS NOT T SE'. ...L7T`•S,iitdii ENL:; rr.. n•> t:,S.: :-s. ... 1 S iJS AT A.1. HOLE. 1.Ct.A7".1N LC 4[. raw, , :rwh: V€,,: N HEX N' U +p, =`,J.E {r,;, r:T'" (IG€i F'[RMI' "TI (rd•J'1 FRO ,. OR", Nd1T Southold NY 11971 A: G A isI, _..') H,1.. Std V'1(J£i?; GJ rl \ a( :a a F T " WTiE:NCH f GO?eE 3t ,' ,' ..J T, 2 r cS S B.. TIGHT. C f SW"FA#7f.L FLANGE_ I€ #j OPTIONAL. k" 0 H,',LE (FAC>O Y INSIAIAYD; F NUT;USE D' t' AVAILABLE F{:'fi T 18 21 AND 24 1k1[lE A'.JDCLS. E' Q`€"p P`«TE `.:'A „ ,'T ►' .E, NOT USE AN IAPAC" WRENCH. �,.•�"' FLI Fi .N .!LITS < T. „ k \ (`3) # S".LF- t`:I.LIN i REe, U3 fn nllc([o ........- F ECTRICAL BI_"wl? 7,r> AT ASL ADJACENT jj 1 F AdltiiM°Pd SILL.tTRACKCTO RAI EAC14 � _} � i #) MECHANICAI fI;1„EC FRAMING BY .f.}.F.l . _.O ' 'I ElIAM:€'aP , `.AD T: 1. e. Q t.•IT:r SIDE V 2 f S ._. 3 A F F "QA /G G I .( AN`.AS !,'`, Sl Klr. EACH . ..a. r.............._.:.. ..+ ".,l” c ,,. _.. f - ,._. x� D s/,:,W <':'Ek ,,Tt rt a:G:.. 'G EA SIDE � `J w DE IC«7 PR,1tES I{'"d Al_ t r(I F sTT:ES. ST:,"..,.'i-WALL ( OF ANCHOR ROD AT EACH �P � 0 Q .. .., €S PERA41 E ,:. n"- r , Ll AT ASO" _,. :t. A...,Y of tA_L.., .� ,�`.`., �4�Cr, � AL TERNATE H I (':'• � 2nd FL, r END Ot. WALL.� � FOR rt•. CII .,.. ....•,,.......-..,.,...«,, - .. t...-..._.......__..........................._..._."__. ..,~`"`...» ._.._._. ..:e.-..'...Ct"ICC." rTlOt'S i _...... _ l,. tt� O L� rr DRILL t " MAX DSAME:TFR W -------______.__._..____._..__ I . ;,T _ _ .° E HOLE III TRACK FOR PROJECT TEAM: #.!,I TI IL .:L.cl'N:E,.+....r C{;ND. 5.1 7F°Y a... t"" Q SINGLE—STORY S/SSW ON CONCRETE 2RODS S i EIRE LC>A,";`r; A5;:C;SIE A MA:ta?'.tSt _._ / A4 jl ATTACH T 7 0 SSW 1C �= ........................__...._._._.._......._...........__.._...._._..__.._._._...__.._._..... - _-___- ._ _ L_. I` / T E E C-'T'{ 0, t e S f CJ�a� W __..__._..M.."._.......... G I F I O{!? JYr w .. V '� U_ Z_ .. 4' l_.____._...._. TRACK W11TH W OR 14 " �........ aIET D ..ai,N I''%C`I ES._,!Tl ii SE.l..—DRILLING S P EWS Z c: T (NEST P'ROVIDEE,)C °�� � I" .EPANCT:1 Tr M(CII"Y E..<I'ti ✓ `� M(:DEL RECTI itnED IF .4:..�tf;. ' :..__.__=.._.. _1 � f ._......r " ._...IFIC Ct?t.utl 0,%'' 'HEAVY HEX NUTS TOP ANI) Designer/Builder d:. (FACTORY' (' - � �„ �w BOTTOM (PROVIDi`T? WITH INSTALLED! ; S"F„R-IN"1:SP R Pi•ATR INTERIOR ELEVATION SSW -2KT), NUTS SHALL £E �n i ._... SrP'C TIGHT, DO NOT USE vJ V - ._•._......_....... ......... ..............."__ S, AN IMPACT Nn7rNCH. .HEAR TRANSFER F'LATE AND #14 SFE;-f'S?.' N`: SCREWS t ire .... .. . ,x, Ii.EL. iRIGAS CO u'I �,i l€JF S,r�CEGR 41tfi(7•S IGh, i :Vs: —� O41DrO A TN S';YY _ ..._ 1 22260 11957 `. C)Nh;k(;tl"WAuj.i [ � �,E (Pk RIM TRACK .� main road, orient ny I E SEPA,R,ATELY. F�-e:,Y # L"z SELF-D%ILLS4IG SE",rEk"i 3 tT I'ES -_— -. �t,"E•i orie s IF i :t.4M •. CI r fnc, n, ® F I I 4,3 (1Y,i MODEL SSSk 2 T b S'A 7 F F'H''.:3d v1O al., ...M L': 9' i-:I T ! �" PFG S"'.dE?d'?E:E1 NOT I"aCt.UDE } i__..11.�G.. -I :_4', n 631 022 �`- �. _".�..� N/A ,� c@rigasco.com -t ».i 1 ACTUR[ AND TRADEMARKED B"! I T, i. STFEE STRONG-WALI.t'SHEARW;•.L.L. IS MAN;1F' p TRADEMARKED, �V (3 OMP INC.* COMPANY, E ... S9u'G W.YL.AS�PiOS1TAS B:.VD, , PLEASANTON, CA 94x,8q TEL: (800) 999-O.t?99, FAX: (22;x) E?91'-15=I?. „..._......_C_-. .I;�E'71 ° Ad€>SON STRONG-TIE CO•`�?F'ANY, INC." IS A4 4t:O 9001 REG`ST;.RCD CL`M?ASeY. tl[` T STORY WALL. I 0 k;I'(LTE aDT) STK TO 6i;.:E F1., ,..E.(. �+ _'a' 1� 2. i1SE qF TTt IS PkOflUCT 1[, StEIECT '1O TWE AP'f'T?{)VAL OT' THE LOCAL BUILD'°dC' Ei%.PAR`VtS x7" NAME'. iI# SEI,T�flU r xL` S 3• iH#S PR()L:L,GT'IS PAR GS TI,,. OV'T.PAI.I. LATERAL. FORCE. kF9STlNG SYSTEM OF 1"i:: STPUC; -tt. /?.E �..... a„ i () C'I,!,S:,r; 5:...A ,.`FNS(ik DESIGNED r r r r ?C ,,.E: DESIGN OF THE' BUILDING'S LATEfiAI. FORCE" RT:.,IST:'.,, SY TEIA, INCLL€€„'tG THE L .A;3 FATIi 1 _,...,..__._"... Engineer s/S EY OTHERS (-TP-15 SHG' N} n n ?? TRANSFER LATERAL FORCES F' CNI IHE STRUCTURE TO THE. GR,.1. .1, IS THE RES>ON MOIL C,; aa,4 ix4...!y1P: t E, II'''3a I SPECIFIER. Ian r fV lar L' P'\M•r Tv (t U U 171: ' I EiF3`2ii�.O T7,10-STORY STACKED WALL CONNECTION KIT 4. ENGINEER O`" RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS ..,..,I I.,__.._.....„._'_....._._"..........."..... - €, 5, THE CONTRACTOR SPIAL" V?'RIFY ALL.DI9E:NSiONS, CGND:T(O^.'5, ELCVAiI{1Na, ETC. PR!uai *L, N 7.5 t a?,4LIATi(1r.' OF ANY OOt, OP7ENTS FY)#3 TF{F. STEEL STRONG-WALL `:YSTFb1. #" A"JY U'"•^.*['f':+":tl:"[ Joseph Fischetti P.E. .F, n Hr t".' # P r..,, nIO,' f i B.},),.... T) T?.,. AT,EN, "h G THE SPECIFIER Ok CLAR>E,i.A ,, „... ._._.. :,`,Iw1t,-SETS it r'TOR 1 'CONSIRuctIION [ a.... -_ 15 EAT.P KJT CUN'AINS: fi }x, ryK BROUGHT { ?F x T r I F #,1 1725 Hobart Road, Southold NY 11971 I AI_LATIO J OF PI`.t)%`;T SHALL BE DONE IN OG„ ORMANCL TO THESE' DRAWINGS, THE (1) SHEAR IFA SFLF FLAIL_ FE:RFORYANCE O* n„JDIF"D PRODUCTS SF'. ALFRED INSTA;L,ATIGN PROCEDURES APE THE SECT. 631 765 2954 ( ifs tN"i-2iEi (wi!tt #i4 SCRe;wS) "'� cry c E c' 3r. F:ECISTEPEO ([«a1r:N -- - -.... -..... (,') 7" »M' T1«zADEr RCn`,; S.C.T.M. NO. DISTRICT. 1000 SECTION: 78 BLOCK: 2 LOT(S):23 CL 8.4 GLENN ROAD CL 9.3 / EDGE OF PAVEMENT U.P. 0.8'W I 1.7'N \ S 660 1'30"E 100.00' IPE 484.10' N \\ 52.4' rn \\ \ DR1 25 22.3' JUL 2 7 2021 H � Southold Town Board of Trustees N,FRM. DWELLING.;: I '.;.15.8' •• ..X500'•• .1. :::::•� :•'FFL 11.4;;.:g I •'GARAGE'::: ;.•;•:.:•;.. •....•,;;.;; GF 8.5';:;';':17.5':':.;•;::;•:..,: 20.9' '.. '••• EXISTING I WOO SP ENCLOSED PORCH // / DR OSE 6.2 R // 12.5x1 ' // // // O AND WOOD STOOP 4'x4'TO 8E DEMOUSHED 'c 1122 x�20� // e \ = 1 STORY ADDITION 0.3'W \\\ (EFL 11.4E LOT 6 I LOT 7 -7r LOT 8 ZONE X ' 0zc C1WK'E AWX FLOOD —— cwi FLO°p2opfepUN ��--- --6-��' CRY m ZONE AE ET(6) 88.5.' �I --------------- --5------------ 3 w 101' o I Ln m 0 W X N m - x81W ` MFIVII ALONG BANK MHW ALONG EANK� LOT COVERAGE N 62045'40"w — — — (UPLAND AREA 20,621 S.F.) CANAL 115.00' EXISTING DWELLING W/COVERED PORCH: 1711 S.F. ENCLOSED PORCH: 203 S.F. WOOD STOOPS: 27 S.F. ASPHALT DRIVEWAY. 687 S.F. SHED: 73 S.F. TOTAL EXISTING COVERAGE: 2701 S.F. or 13.1% DEMO ENCLOSED PORCH & STOOP: —219 S.F. PROPOSED ADDITION: 240 S.F. TOTAL EXISTING COVERAGE: 2722 S.F. or 13.2% DRAINAGE CALCULATION PROPOSED ADDITION: 240 S.F. 240x.166=39.84<40cf REQ. (1) 6'0x2'DEEP DRY WELL 44cf PROVIDED THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FEMA MAP#36103CO166H LOCA71ONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA:24,582.07 SQ.FT. or 0.56 ACRES ELEVATION DATUM: NAVD88 UNAUTHORIZED ALTERA710N OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 774E ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT 7RANSFERABLE, 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 774EREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE 77ME OF SURVEY SURVEY OF:LOT 7 CERTIFIED TO: KATHLEEN FOLEY; MAP OR WEST CREEK ESTATES FILED:AUG. 19, 1963 No. 3848 SITUATED AT:SOUTHOLD TOWN OF:R IVER H EAD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design „ P.O.PHONE (835)298 q 588 oguFAXi(831) 298-1588ew 931 FILE # 221 –24 SCALE:1 =30DATE: MARCH 5, 2021 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk 0 vm I • _}r y*c .Y s9 �Y f "�,•,,, ,f �' ,i�". a�j ,ya .aec r r , -; 71 47 7.1 <' c �F �+ y : + ! ��� s ��• °ftp 1t �- � ;'� � a � _. , .Lq A•/L�r. ,i'�, - Y t v� .fir .. Sri��' F, R� .. 'f"•� �1 ntIxI T f ' wc � ` '`d✓F rI.j r /; q,�Ac' MIA Y 1,77 .t, 4 - : .._ SAI"! i FOLEY Property Situate: 500 Glenn Road -Southold, NY -11971 SCTM#: 1000 - 078 -02- 023 The photograph above (taken facing northeast) depicts the existing three seasons room to be converted into a 1-sty addition. FOLEY Property Situate: 500 Glenn Road •Southold, NY 11971 SCTM#: 1000- 078-02- 023 r�9 x i . i 1 1 - . f . e` The photograph above (taken facing north) depicts the existing three seasons room to be converted into a single-story addition. FOLEY Property Situate: 500 Glenn Road -Southold, NY 11971 SCTM#: 1000 - 078 - 02- 023 bAWx h ➢ 5' •- pe'S r 3w`6 p ✓k�. tw9'V: Po�Y°` •3 i6. .i'ye The photograph above (taken facing south) depicts the street side of the subject dwelling. FOLEY Property Situate: 500 Glenn Road •Southold, NY 11971 SCTM#: 1000- 078-02- 023 9re a puje93e 4 Willow Hill Cemetery P,nc,tack Rd c y7 n 2 roBk m f, d� fie"F �J Saint Patrick's Cemetery 9e"y �✓ r , • - tta3-ae a.�ua, ,,,aa!q ._....<.. ,...,...._..... >.�•1 ,,... aadaaz SLEEPY HOLLOW _ _... r v-, Oe.JlAR 1e23 1 Jx 0.B To or ae.w.,, ta'U1 .mR ,A, y 4 33 3d.y`p Nm _._- i sour. o com" + 4s) J9 a Ff tNa�1�.p, C42e.0 I�pasMRy. .'R3 ori ... 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E'L�t.,;eB N. .y T J Z:1 r,... , v", > ) � s:.• fi.- ° �a '�Y�� - { x .m�;' s � q' ✓:' fi� 4 � fj'•:s ea B X75 p _p ^ . a e a.k at,a,,t .uu az1 _..... 3a� B o� S e J 4 .,$.+• S sds e! .,a, ul) „ nRT 6 d �'a,?-.Sx 3 erT: z, d ' Ro 5 r w nzx A .q a 8 i = 1 �t d3 ? ✓ '4 F .d -r,t n j:. a,. .--}iD rw_ .•P d` a s`c°'� e ,r:i: .rN6K6MI5. ue` *." W � rNP °•/4R9ba et a�E s:c.rvo _. n e' .. "+.e•�,, .b ,_ - - - tree) ea COUNTY O SUFFOLK NOTICE K SEGTiONw E .......1__ «Q__1EM1W__ .�. O u�av —•� r md,i✓ Y R 1 11, c T 5 G 4 E .wn_1i , - w. _ _ �„� ___ w•w ____ r.,r. ,t.,M. P 7 �' w... •( •,� s SOUT.- U'10 _ N Mu na*ara aRua v /V wsm rry aoPnoN or t� 1O` ^ rov. N ..•-._m_...._ _. - ��.-.__ •••-�••• " yy .,»r., r,w.:...,..vr:rn+ s,.•.o.R caxrc T:R,Rwa•autmm u w. ^., utl OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date July 15, 2024 Re: LWRP Coastal Consistency Review for 500 GLENN ROAD, LLC SCTM# 1000-78-2-23 En-Consultants on behalf of 500 GLENN ROAD, LLC requests an Amendment to Wetland Permit#9996 to construct a swimming pool and grade level masonry patio with pool enclosure fencing, pool drywell and equipment area; and to modify the location and area of the 15-foot vegetated non-turf buffer(from 1,687 to 1,695sq.ft.), in accordance with the updated wetlands boundary. Located: 500 Glenn Road, Southold. SCTM# 1000-78-2-23 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney OFFICE LOCATION: Joe, MAILING ADDRESS: Town Hall Annex �" P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: November 15, 2023 Re: LWRP Coastal Consistency Review for 500 GLENN ROAD, LLC En-Consultants on behalf of 500 GLENN ROAD, LLC requests an Amendment to Wetland Permit #9996 to construct a 12'x36' one-story den/dining room addition with a Bilco door and basement below in lieu of the proposed 12'x20' one-story addition; and no farther seaward than approved addition or existing covered porch to be removed; construct a 12'x22.8' unroofed deck addition with 4'x4' landing and steps; relocation of proposed drywell; and to install and perpetually maintain a 15' wide, approximately 1,687sq.ft. vegetated non-turf adjacent to the wetlands, inclusive of approximately 765sq.ft. of existing lawn to be replaced with native vegetation. Located: 500 Glenn Road, Southold. SCTM# 1000-78-2-23 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney 04 John G. Stein,Chairperson Town Hall,53095 Main Rd. Lauren Standish,Secretary coo� P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., November 8, 2023, the following recommendation was made: Moved by John Chandler, seconded by John Stein, it was RESOLVED to SUPPORT the application of 500 GLENN ROAD LLC to Amend Wetland Permit#9996 to authorize the construction of a 12'X 36' one-story den/dining addition with Bilco door and basement below (instead of approved 12'X 20' on-story addition; and no farther seaward than approved addition or existing covered porch to be removed); construction of a 12'X 22.8' unroofed deck addition with 4'X 4' landing and steps; relocation of proposed drywell; addition of a 15' vegetated non-turf buffer adjacent to wetlands, inclusive of approx. 765 sf. of existing lawn to be replaced with native vegetation. Located: 500 Glenn Rd., Southold. SCTM#78-2-23 Inspected by: Maggie Merrill, Inga Van Eysden The CAC Supports the application with a 20' non-turf buffer planted with native vegetation. Vote of Council: Ayes: All Motion Carried OFFICE LOCATION: yMAILING ADDRESS: Town Hall Annexe P.O. Box 1179 54375 State Route 25 rr Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) M Telephone: 631 765-1938 ee Southold, NY 11971 . �� P �iX LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: September 13, 2021 Re: LWRP Coastal Consistency Review of KATHLEEN FOLEY SCTM#1000-78-2-23 Suffolk Environmental Consulting on behalf of KATHLEEN FOLEY requests a Wetland Permit for the existing approximately 1,623.5sq.ft. one-story dwelling with attached garage; and to demolish/convert the existing three season room into a 240sq.ft. single story addition on the seaward side of the dwelling. Located: 500 Glenn Road, Southold. SCTM# 1000-78-2-23 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the LWRP policies and therefore CONSISTENT with the LWRP provided: 1. The installation of a vegetated, non-turf buffer is recommended landward of the wetland. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney Peter Young,Chairman Town Hall,53095 Main Rd. Lauren Standish, Secretary P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., September 8, 2021 the following recommendation was made: Moved by John Stein, seconded by Shannon Wright, it was RESOLVED to SUPPORT the application of KATHLEEN FOLEY to demolish/convert the existing three seasons room into a single-story addition. Located: 500 Glenn Rd., Southold. SCTM#78-2-23 Inspected by: John Stein, Caroline Burghardt, Shannon Wright Vote of Council: Ayes: All Motion Carried � Y Cantrell, Elizabeth From: Robert Anderson <robert@suffolkenvironmental.com> Sent: Friday, August 27, 2021 10:09 AM To: Cantrell, Elizabeth Subject: Re: Foley application Hello Again, So, the existing dwelling is approximately: 1,623.5 sq. ft.. I believe that the steps shown on the survey are a part of the existing wood stoop that is to be demolished. Lemme know if there is anything else. Best, Robert On Thu, Aug 26, 2021 at 3:09 PM Cantrell, Elizabeth<elizabethcQtown.southold.n. .us>wrote: Hi Robert, 3 i I need to request the approx.. square footage of the existing footprint of the house please. Also if there are steps coming out of the new room,please let me know so I can add that in as well. 3 3 i 3 Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.gov Robert W. Anderson Suffolk Environmental Consulting, Inc. i A Glenn Goldsmith,Piesident Town HaU.�nnex 5 A,Nie bolas,Krupsk�Vice President 5437Route 25 P.O.Box 1119 John NL Bredemeyer FII ' Southold,New Yonk 13971 Micbsel J.Domino Telephone(681) 765-1892 - Greg Williams Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only -Coastal Erosion Permit Application X Wetland Permit Application Administrative Permit z Amendment/Transfer/Extension Received Application: - Received Fee:$45b.40 Completed Application: 7.a-7.7,1 ------------ Incomplete: SEQRA Classificati D E C Type IType-_ Unlisted -Coordination:(date sent) I I LVW Consistency Ass sme JUL 2 7 2021 CAC Referral Sent 'V zt' tl Date of Inspection: 0 !T Southoldown tl a own Receipt of CAC Report: 808rd of Trustees] Lead Agency Determination /Technical Review: -Public Hearing Heid: Resolution: Name of Applicant Kathleen Foley Address 500 Glenn Road - Southold, NY 11971 Phone Number: 631 —323 - 8022 Suffolk County Tax Map Number: 1000 —078—02—023 Property Location: 500 Glenn Road - Southold,NY - 11971 — 550' east of Main Bayview Road (provide LILCO Pole#, distance to cross streets, and location) AGENT: Robert W. Anderson- Suffolk Environmental Consulting, Inc. (If applicable) Address: P.O. Box 2003; Bridgeligmpton, NY 11932 —Phone: (631) 537—5160 Board of Trustees Application GENERAL DATA Land Area(in square feet): 20,621sc1. ft. Previous use of property: Residential Intended use of property: Residential w/ 1St Fl Addition Covenants and Restrictions: Yes X No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? X Yes No If"Yes",be advised this application will be reviewed by the Building Dept prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals Yes X No If"Yes",please provide a decision Will this project require any demolition as per Town Code or as determined by the Building Dept.? Yes X No Does the structure(s) on property have a valid Certificate of Occupancy? X Yes No Prior permits/approvals for site improvements: Agency Date Southold Town Trustees Permit#8657A (08/19/2015), #2069 09/25/1985) No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: Project Description (use attachments if necessary): Applicant Proposes to demolish/convert the existing three seasons room into a single-story addition(240 sq. ft.). Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purposes of proposed operations: provide the property owner with additional year- round living space. Area of wetlands on lot: 3,961.07 square feet Percent coverage of lot: 16.1 f % Closest distance between nearest existing structures and upland edge of wetlands: 0.0 feet (Dock Assembly) Closest distance between nearest proposed structures and upland edge of wetlands: 88.5 feet (Proposed Addition) Does the project involve excavation or filling? X No Yes If Yes,how much material will be excavated? N/A How much material will be filled? N/A Depth of which material will be removed or deposited: 0.0 feet Proposed slope throughout the area of operations: none Manner in which material will be removed or deposited: N/A Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): No impact to wetlands or tidal waters of the Town anticipated, as the existing three seasons room has remained in harmonious existence with the:, wetlands for numerous years, with little to no appreciable effect to the adjacent wetlands or tidal waters of the Town. 617.20 Appendix B Short Eiii,ii-t)iiiiteiii(il.-Is.yesstiteiit Form Instructions Ibl. C0111oletitig Part I - Project Information] The applicant or project sponsor is responsible for the completion of Part 1. Responses become pari of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Pail 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I - Project and Sponsor Information Name of Action or-Project: - FOLEY Property A Project Location(describe,and attach a location map): 500 Glenn Road - Southold, NY 11971 Brief Description of Proposed Action: Applicant proposes to convert existing three seasons room into 1-sty addition along the seaward side of the existing dwelling. Nanie of Applicant or Sponsor: Telephone, 1(639)537-5160 Robert W.Anderson @ Suffolk Environmental Consulting,Inc. E-Mail:'- ;Bru. uffolkenvironmental.com Address: P.O.Box 2003 City/Po: State: Zip Code: Bfidgehampton NY 1111932 1.Does the proposed action only involve the legislative adoption of plan,local law. ordinance) NO YES administrative rule,or regulationj If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and procei-NI to Part 2. If no,continue to question 2. 2. Does the proposed action require permit,approval or funding from any other governmental Agency? NO YES If Yes.list agency(s)name and permit Jnr approval.--, Southold Town Building Permit,Southold Town Board of Trustees Wetland Permit,NYSDEC Tidal Wetland Permit 3.a.'I'otal acreage of the site of the proposed action) 0.56 acres b.Total acreage to be physically disturbedf <0.0,1± s , ,acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor' . 0.56 —acres 4. Check-all land uses that occur on, adjoining and near the proposed action] E]Urban [3Rural (non-agriculture) [:3Industrial []Commercial ®Residential(suburban) 1317orest [:]Agriculture ElAquatic []Other(specil}): 0 Parkland Page I of 4 1 S.Does the proposed action include construction or other activities that result in the impoundment ofl NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)J If Yes, purpose and sie:Y ,explain-- a-. -19.-Has the site of"the ra sed�actioii ar an ad'oiriiri -r` 9- p pu J g pi�pei'ty been tliel`octitioa of,in active or closed1�__`---- NO YES solid waste management facility: if Yes,describe: El El 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing orl NO YES completed)for hazardous waste) If Yes,describe: a .,. .m - o I Ate FII2M THAT'I'llE INFORMATION PROVIDED ABOVE ISTRUE RUE AND ACCURATE TO TETE REST OP NIX KNOWLEDGE Applicant/sponsor nan ert W n-Suffolk Environmental Consulting,Inc. Date: May 21,2021,;,11- _ ; Part 2- Impact Assessment) The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the stale and context of the proposed action?" No,or Moderate small to large impact impact mai' pray Occur occur I. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations' 0 0 2. Will the proposed action result in a change in the use or intensity of use ofland`i 3. Will the proposed action impair the character or quality of the existing communityT 4. Will the proposed action have an impact on the environmental characteristics that caused they establishment of Critical Environmental Area(CLA)`p 4 El S. Will the proposed action result in an adverse change in the existing level of traffic oil I V1 affect existing infrastructure for mass transit,biking or walkways . G. Will the proposed action cause an increase in the use of energy and it fails to incorporate) El reasonably available ener conservation or renewable energy op ortunitie a 7. Will the proposed action impact existing EJ ❑ a.public f private water supplies? b. public I private wastewater treatment utilities? `� a 3. Will the proposed action impair the character or quality of important historic,archaeological 171.,� architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resoutees(e.g.,%vetland4 7 waterbodies,groundwater,air quality, flora and fauna)f Page 3of4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding ordrainagel problems' t =J 0 11. Will the proposed action create a hazard to environmental resources or human health'P a, Part 3- Determination of signilicancel Tito Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is"a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3, Part 3 should,in suMcient detail,identify the impact,including any measures or design elements that have been included byj the project sponsor to avoid or reduce impacts Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting.probability of occurring) duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts a;?,` Check this box if you have determined, based on the infonnation and analysis above;and any supporting documentation, that the proposed action may result in one or more potentially large or signifeantadverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above, and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency ?7 Title of Responsible Officer 4„ Signature� Po of Responsible Officer in Lead Agency Signature"of Preparer(if different from Responsible Officer) � PRINT Page 4 of Board of Trustees Application AUTHORIZAT ON (where the applicant is not the owner) We, Kathleen Foley residing at 500 Glenn Road • Southold.NY • 11971 do hereby authorize Suffolk Environmental Consulting,Inc. To apply for permit(s) from the Southold Board of Town Trustees on our behalf. Kat en Foley Bard ®f Trustees Application County of Suffolk State of New York KATTHLEEN FOLEY BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF, AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE TOWN TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES, THEIR AGENT(S) OR REPRESENTATIVES(S), TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH REVIEW OF THIS APPLICATION. Signature SWORN TO BEFORE ME THIS 404—y ~ DAY OF /' ^ .20 l MATTHEW D. IVANS NOTARY PUBLIC-STATE OF NEW YORK AtaPaiblic =-_ No.01IV6053859 alified in Suffolk County MY COM;'P"n Expires 01-22JIWW z��� APPLICANTIAGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of the town officers and employees The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Kathleen Foley (Last name,first name,middle initial,unless you are applying in the name of someone else of other entity,such as a company.If so,indicate the other person's or company's name.) NATURE OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other,"name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest.`Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO x If you answered"YES,"complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A) the owner of greater then 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B) the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C) an officer,director,partner,or employee of the applicant;or D) the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this Z4� day of —;v y 2021 Signature L_ W Pnntnaname Kathleen Foley APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of the town officers and employees The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Robert W. Anderson A Suffolk Environmental Consulting, Inc. (Last name, first name,middle initial, unless you are applying in the name of someone else of other entity, such as a company. If so, indicate the other person's or company's name.) NATURE OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other,"name the activity.) Do you personally(or through your company, spouse,sibling,parent, or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage, or business interest."Business interest"means a business, including a partnership, in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES," complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative) and the town officer or employee.Either check appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply): A) the owner of greater then 5% of the shares of the corporate stock of the applicant (when the applicant is a corporation); B) the legal or beneficial owner of any interest in a non-corporate entity (when the applicant is not a corporation); C) an officer, director, partner, or employee of the applicant; or D) the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 2 of 2021 Signature Print name Robert W. Anderson Form TS 1 g�FFO(�- Glenn Goldsmith, President Q CO Town Hall Annex A.Nicholas Krupski,Vice President h�0 Gy,� 54375 Route 25 John M.Bredemeyer III _ P.O.Box 1179 Michael J.Domino � Southold,NY 11971 Greg Williams - 4-, dap! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 30, 2021 Robert Anderson -------------Suffol�Errvir-orfr�erftal-Gor}sul#ing--Inc------------------------------------------------_------------------------------ P.O. Box 2003 Bridgehampton, NY 11932 Re: Board of Trustees Application of Kathleen Foley 500 Glenn Road, Southold SCTM# 1000-78-2-23 To Whom It May Concern: You are receiving this letter as notice that, in accordance with the Governor's Executive Orders, this application is now scheduled to be heard by the Southo,Id,Town Board of Trustees via a combination of an in-person meeting and videoconferencing on Wednesday, September 15, 2021 beginning at 5:30 P.M. Please continue to check the Town's website as the meeting date approaches for the latest meeting agenda and videoconferencing information. Enclosed is an informational notice regarding the videoconferencing meeting and how to access the online meeting. Please mail a copy'of the-informational-notice along'with all other required-- paperwork to each of the adjacent property owners. Please keep a copy of said informational notice for your records so that you can access the meeting in order to have a conversation with the Board during your application review. Ar Truly urs Glenn Goldsmith, President Board of Trustees I �I1L!ZZ1G`.- , S�EFD(K�: Glenn Goldsmith, President ;Y"ti COGy�, Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 John M. Bredemeyer III y ,?Y P.O. Box 1 179 Michael J. Domino oy !� Southold,NY 11971 Greg Williams �Oj �`a�f`r� Telephone(631)765-1892 } Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS WEDNESDAY, SEPTEMBER 15, 2021 at 5:OOPM & 5:30PM TOWN HALL MAIN MEETING HALL AND VIA A ZOOM ONLINE PLATFORM A Regular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Wednesday, September 15, 2021 with the Work Session beginning at 5:OOPM and Public Hearings beginning at 5:30PM. The public is invited to attend the meetings either in person or virtually via the Zoom online platform. Masks are still required for members of the public who are not fully vaccinated. Written comments may also be submitted via email to the Trustees Clerks at elizabethc@southoldtownny.gov and diaHe.disalvo@town.south old.ny.us. Said comments will be considered at the public-hearing provided that they are-submitted no later than 12:00 P.M. ; (Prevailing Time) on the day of the public hearing. The public will have access to view and listen to the meeting as it is happening via Zoom. If you do not have access to a computer or smartphone, there is an option to listen in via telephone. Further details about how to tune into the meeting are on the Town's website at https://www.southoldtownny.gov/calendar or call the Board of Trustees office at (631) 765-1892 Monday through Friday between the hours of 8:OOAM —4:OOPM. Options for public attendance: • -Online at the website zoom.us, click on-"join a meeting" and enter the information below. Zoom Meeting ID: 813 4681 5078 Password: 851461 • Telephone: Call 1(646) 558-8656 Enter Meeting ID and Password when prompted (same as above). In order to "request to speak" when the application you are interested in has begun, please press*9 on your phone and wait for someone to acknowledge your request. When prompted to unmute your phone press *6. To view the application files please visit: https://www.southoldtownnV.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche",- go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order Click on the name of the application to view the file. Glenn Goldsmith, President op$�fFDI'�C Town Hall Annex �. OG A.Nicholas Krupski,Vice President �� �� 54375 Route 25 John M.Bredemeyer III co z P.O.Box 1179 Michael J.Domino 0 Southold,NY 11971 Greg Williams 'd' ® p!�j Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD.,. BE ADVISED – AS PER CHAPTER 55 NOTICE OF PUBLIeHEARiNGS Failure to submit the following originals to this office by or no later than 12:OOPM the day prior to the scheduled Public Hearing for .your application - ---------.--wiH'res-u+t-in a-postponement--of-said applicatton—Tris--office-W+EL-NOT------------ contact you to request said information: • All original white & green certified,return receipt mail -receipts stamped by U.S.P.S. • Completed-,original Proof of Mailing Form Failure to.submit the following originals to this office by or no later than -12,:OOPM the day of the scheduled Public Hearing for, your application,will result in a postponement of said application: • Original Affidavit of Posting form – DO NOT COMPLETE SAID FORM-UNTIL THE GREEN SIGN HAS BEEN IN,P,LAC_ E ON,THE PROPERTY FOR AT LEAST SEVEN (7) FULL DAYS. Sign the form on the eighth day that the green notice of hearing sign-has been up - -on-said premises. - All green signature cards related to said application that were returned to your office should be either dropped off in our "Trustee drop box" or mailed into our office whenever they are received. These cards are not required prior to the Public Hearing, unless specifically requested for by this office. -----------------This-specifiG-requirement-is--subject to-chan-ge--------- - -- - - - ------- - - ------ - - --- --- i .3oard of Trustees Applica� jn PROOF OF MAILJNG OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NA} NAME: i 1 '- - 9y STATE OF NEW YORK 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 in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said._persons are the address of said persons as-shown on the current assessment roll of _ the Town of Southold; that said Notices were mailed at the United States Post Office located at that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of 520 Notary Public 1 i / I Suffolk Environmental Consulting, Inc. Newman Village o Suite E - 2310 Main Street ® PO Box 2003 ® Bridgehampton NY 11932-2003 t 631.537.5160 f 631.537.5291 Bruce Anderson,M.S.,President HAND DELIVERED September 15, 2021 Board of Trustees Town of Southold P.O. Box 1179 Southold, NY 11971 RE: FOLEY Property—Affidavit of Posting Situate: 500 Glenn Road • Southold, NY • 11971 SCTM#: 1000—078 —02—023 Dear Members of the Board, As per Southold Town Code §55-1, please find the Affidavit of Posting for the subject parcel attached herewith. Thank you for your time and consideration regarding this application. Should you have any questions or concerns please feel free to reach out to this Office at any time. Yours Truly, yRobert . Anderson (enc.) Glenn Goldsmith, President �pSVFFO(�CO Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 John M.Bredemeyer 11I C3 z P.O.Box 1179 Michael J.Domino �+� Southold,NY 11971 Greg Williams y ® p� Telephone(631)765-1892 �a Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of KATHLEEN FOLEY COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL AFTER POSTING REMAINS IN PLACE FOR AT LEAST SEVEN DAYS PRIOR TO THE PUBLIC HEARING DATE I, 1%636 T W.AWUGAso% , residing at/dba C,01441L Cpf\gy%AiMt,�\,^c. P.0. 110K '200.3 • WILMR"1%*9Fto%k a 114k 3 2 being duly sworn, depose and say: T That on the 31 day of AVVa+ , 2021 , I personally posted the property known as S00 G(ennTkgo•d, • Soy4tti 41 01 a %\"% by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday, September 15, 2021. Dated: SEP, I S WZI signature) Sworn to before me this /.Jrod'ay of L0 MATTHEW D. (VANS �+ NOTARY PUBLIC-STATE OF NEW YORK No.01IV6053859 / Qualified in Suffolk County t ublic ^ ``— MY Commission Expires 01-22-20joe 'zy COMPLETETHIS SECTIONON DELIVERY A. Signto IM Complete Agent Complete items 1,2,and 3. ■ Print your name and address on the reverse X �� ❑Addressee so that we can return the card to you. B. 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PO Box 2003 ® Bridgehampton NY 11932-2003 t 631.537.5160 f 631.537.5291 Bruce Anderson,M.S.,President HAND DELIVERED September 3,2021 D E C EQ 1 Board of Trustees ��.� Southold Town SEP 3 2029 P.O.Box 1179 Southold,NY Southold Town 11971 -oard of Trustee- RE: FOLEY PROPERTY—Affidavit of Mailing Situate: 500 Glenn Road • Southold, NY 11971 SCTM#: 1000—078—02—23 Dear Members of the Board, As per Southold Town Code X55-1,please find the Affidavit of Mailing for the subject parcel attached herewith. Thank you for your time and consideration regarding this application. Should you have any questions or concerns please feel free to reach out to this Office at any time. Sincerely, Robert W.Anderson PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: Jeffrey E. &Melissa T. Blum 420 Glenn Road Southold,NY 11971 Margaret Jellett Irrv. Trt. 700 Glenn Road Andrew P. Jellett Southold,NY 11971 Scott J. & Lea G Vitrano 4 Sunnyfield Road Hicksville,NY 11801 William H. Harney III 4015 Main Bayview Road Anne Matthews Southold,NY 11971 STATE OF NEW YORK COUNTY OF SUFFOLK Robert W. Anderson, residing at Suffolk Environmental Consulting, Inc, P. O. Box 2003, Brid eg hampton, NY 11932, being duly sworn, deposes and says that on the 30' day of Sie&,t�wt,er st,,2021, deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of _ Southold; that said Notices were mailed at the United States Post Office at ,Bridgehampton, that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. �r Sworn to before me this JMZA Day of s �• , 20 Zi otary Public MATTHEW D. 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Located: 500 Glenn Road, Southold. SCTM# 1000-78-2-23 TIME & DATE OF PUBLIC HEARING: Wednesday, September 15, 2021 — at or about 5:30P.M. — Either in Person or via Zoom. To access the Zoom meeting please see the meeting agenda located in the Trustees section of the Town website. If you have an interest in this project, you are invited'to view the Town file(s) through the Southold Town website. To view the application files please visit: https://www.southoldtownny.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C,the preparer of this form should review the exempt minor action list,policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered"yes"or"no",then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus,each answer must be explained in detail,listing both supporting and non- supporting facts.. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 078 - 02 - 23 The Application has been submitted to (check appropriate response): Town Board ❑ Planning Dept. ❑ Building Dept. ❑ Board of Trustees ® ZBA ❑ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital construction,planning activity, agency regulation, land transaction) ❑ (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: Nature and extent of action: Applicant proposes to demolish/convert the existing three seasons room into a single-story addition (240 sq. ft.l. r Location of action: 500 Glenn Road • Southold,NY 11971 Site acreage: 0.56 f acres Present land use: Residentially Improved Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town' of Southold agency,the following information shall be provided: (a) Name of applicant: Kathleen M. Foley (b) Mailing address: 500 Glenn Road • Southold,NY • 11971 (c) Telephone number: Area Code (631) 323 —8022 (d) Application number, if any: N/A Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No ® If yes,which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable This proiect is consistent with the above policy in that,the surrounding neighborhood consists of parcels improved in a similar manner to that which is currently proposed. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable This policy is not applicable to the subiect proiect Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 5 through 7 for evaluation criteria ❑ Yes ❑ No ® Not Applicable This Policy is not applicable in that the proposed addition should not impact the scenic resources of the town anymore than the existing three seasons room thereon. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No ® Not Applicable This policy is not applicable to the subject project Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III -Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ® Not Applicable This policy is not applicable to the proposed project. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria ❑ Yes ❑ No ® Not Applicable This policy is not applicable to the proposed project. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III -Policies Pages 32 through 34 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Nuc t Applicable. Attach additional sheets if necessary PUBLIC COAST POLICIES Policy 9. Provide for public access to,and recreational use of,coastal waters,public lands, and public resources of the Town of Southold. See LWRP Section III—Policies;Pages 38 through 46 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependence uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound,the Peconic Estuary and Town Waters. See LWRP Section III—Policies;Pages 57 through 62 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary Policy 12 Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary i s � Suffolk Environmental Consulting, Inc. Newman Village ® Suite E 2310 Main Street © PO Box 2003 ® Bridgehampton NY 11932-2003 t 631.537.5160 f 631.537.5291 Bruce Anderson,M.S.,President HAND DELIVERED July 2611i, 2021 Board of Trustees Town of Southold P.O. Box 1179 E P 2 Southold, NY ® 15 t5 tl U W 11971 +` JUL 2 7 2021 RE: FOLEY Property—Proposed 1St Story Addition Situate: 500 Glenn Road • Southold, NY • 11971 Southold Town SCTM#: 1000—078—02—023 "�'Eoard of Trustees -- Dear Members of the Board, This Firm represents the owners of the above referenced property, who is seeking all required approvals to convert the existing seaward three seasons room to a 1s1 story addition thereon. Consequently, your Boards approval is hereby requested. Please be advised that the proposed addition is to occupy the same footprint as that of the three seasons room, and therefore would not result in any increase in coverage or decrease in separation from the tidal wetlands thereon. Attached herewith, please find the following application materials: 1. Board of Trustees Wetland Permit Application, (one original and three [3] copies) 2. Owners Authorization, (one original and three [3] copies); 3. Owners Affirmation, (one original and three [3] copies); 4. Open Government Disclosure Form, (one original and three [3] copies of each); 5. LWRP Consistency Assessment Form, (one original and three [3] copies); 6. SEQRA Short Environmental Assessment Form, (one original and three [3] copies); 7. Photographs of the subject property and current conditions thereon, (four [4] sets); 8. Location Map, (four [4] sets); 9. Survey of the subject property prepared by KENNETH M. WOYCHUK LAND SURVEYING, PLLC last dated March 5th, 2021, (four [4] sets); 10. Check made payable to the TOWN OF SOUTHOLD in the amount of two- hundred fifty ($250.00) Thank you for your time and consideration regarding this application. Please feel free to reach out to this Office should you have any questions or concerns. Yours Truly, Robert W. Anderson (enc.) C.c. K. FOLEY C. RIGAS