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HomeMy WebLinkAboutTR-10578 SUFFOLE COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 01/17/2025 Number of Pages : 7 At: 11 :24 : 40 AMC Receipt Number : 25-0008456 LIBER: D00013280 PAGE : 513 District: Section: Black: Lot: 1000 065 . 00 01 . 00 023 . 000 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $35 .00 NCB Handling $2,0 .00 NO CCE $5 . 00 NO NxS SRCHG $15. 00 NO TP-584 $0 . 00 NO Notation $0 .00 NO Cert.Copie,s $0 . 00 NO RPT $200 .00 NO Fees Paid $275 00 THIS PACE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL VINCENT PULEC County Clerk, Suffolk County F1 I F21 RECORDED Number of pages 7 2025 Jan 17 11:24:40 AM UINCENT PULED CLERK OF SUFFOLK COUNTY This document will be public L D00013280 P 913 record. Please remove all Social Security Numbers prior to recording. Deed/Mortgage Instrument Deed Mortgage Tax Stamp —F Recording I Filing Stamps 3 1 FEES Page/Filing Fee 3 Mortgage Amt. 1. Basic Tax Handling 20. 00 2..Additional Tax TP-594 Sub Total Notation SpecJAssit. 55 or EA-52 17(County) Sub Total Spec./Add. EA-5217(State) TOT.MTG.TAX R.P.T.S.A. Dual Town—Dual County— Held for Appointment Comm.of Ed. 5. 00 Transfer Tax Affidavit Mansion Tax The property covered by this mortgage is Certified Copy or will be improved by a one or two NYS Surcharge 15. 00 aL D-0 family dwelling only. Sub Total YES or NO Other Grand Total )-75 If NO,see appropriate tax clause on page# of this i strumen 5465537 10�10 06500 0100 023000 4 Dist. 5Community Preservation Fund Real Property R pT Consideration Amount$ Tax Service (i�o 1111111111111111p11 Agency CPF Tax Due $ Verification Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD 84 RETURN TO: Vacant Land TD 12) TD r1J 6'71 TD Mail to:Vincent Puleo, Suffolk County Clerk 7 Title Comoany Information 310 Center Drive, Riverhead, NY 11901 Co.Name - www.suffolkcountyny.gov/clerk Title# 8 Suffolk County Recording & Endorsement Page_ This page forms part of the attached qr,,,,j made by: (SPECIFY TYPE OF INSTRUMENT) ale The premises herein is situated in SUFFOLK COUNTY,NEW YORK- TO In the TOWN of In the VILLAGE or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. (over) IMPORTANT NOTICE If the document you've just recorded is your SATISFACTION OF MORTGAGE,please be aware of the following: If a portion of your monthly mortgage payment included your property taxes, *you will now need to contact your local Town Tax Receiver so that you may be billed directly for all future property tax statements. Local property taxes are payable twice a year: on or before January 10th and on or before May 31st. Failure to make payments in a timely fashion could result in a penalty. Please contact your local Town Tax Receiver with any questions regarding property tax payment. Babylon Town Receiver of Taxes Riverhead Town Receiver of Taxes 200 East Sunrise Highway 200 Howell Avenue North Lindenhurst, N.Y. 11757 Riverhead, N.Y. 11901 (631) 957-3004 (631) 727-3200 Brookhaven Town Receiver of Taxes Shelter Island Town Receiver of Taxes One Independence Hill Shelter Island Town Hall Farmingville, N.Y. 11738 Shelter Island, N.Y. 11964 (631) 451-9009 (631) 749-3338 East Hampton Town Receiver of Taxes Smithtown Town Receiver of Taxes 300 Pantigo Place 99 West Main Street East Hampton, N.Y. 11937 Smithtown, N.Y. 11787 (631) 324-2770 (631).360-7610 Huntington Town Receiver of Taxes Southampton Town Receiver of Taxes 100 Main Street 116 Hampton Road Huntington, N.Y. 11743 Southampton, N.Y. 11968 (631) 351-3217 (631) 283-6514 Islip Town Receiver of Taxes Southold Town Receiver of Taxes 40 Nassau Avenue 53095 Main Street Islip, N.Y. 11751 Southold, N.Y. 11971 (631) 224-5580 (631) 765-1803 Sincerely, Vincent Puleo Suffolk County Clerk 12-0104..12/22kk DECLARATION OF COVENANTS �� ll THIS DECLARATION made this Cr day of,10.nva! ,2025 by AMY ORR,with an address of 625 Terry Lane,Town of Southold,hereinafter referred to as "DECLARANT": WITNESSETH: WHEREAS, DECLARANT is the owner of certain real property located on 625 Terry Lane,Town of Southold,County of Suffolk,State of New York,described in the Suffolk County Tax Map as District 1000, Section 65,Block 1,Lot 23 which is more particularly bounded and described as set forth in Schedule "A" annexed hereto,hereinafter referred to as the Property; / WHEREAS, the Property is situated on lands within the jurisdiction of the Board of Trustees of the Town of Southold (hereinafter the Trustees)pursuant to Chapter 275 of the Town Code of the Town of Southold or its successor,and various activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted; WHEREAS, the DECLARANT therefore made application to the Trustees for a permit pursuant to the Wetlands Law of the Town of Southold to undertake certain regulated activities; and WHEREAS, as a condition of the granting of a Wetlands Permit (Exhibit A) to undertake such regulated activities, the Trustees required to establish and perpetually maintain a vegetated non-turf buffer seaward of the house to the outbuilding; establish and maintain a non-disturbance buffer seaward of the toe of the bank; establish and maintain one 4' path from the house to the outbuilding and from the outbuilding through the non-disturbance area to the water; revegetate a second existing path to the water on the east side of the outbuilding and located in the non- 1 r disturbance area; WHEREAS,the DECLARANT has considered the foregoing and has determined that the same will be for the best interests of the DECLARANT and subsequent owners of the Property. NOW,THEREFORE,the DECLARANT do/does hereby covenant and agree as follows: 1) Upon the substantial completion of the aforementioned permitted activities there shall be established and perpetually maintained a vegetated non-turf buffer seaward of the house to the outbuilding; established and perpetually maintained a non-disturbance buffer seaward of the toe of the bank;establish and maintain a non-disturbance buffer seaward of the toe of the bank; establish and maintain one 4' path from the house to the outbuilding and from the outbuilding through the non-disturbance area to the water; revegetate a second existing path to the water on the east side of the outbuilding and located in the non-disturbance area; and as defined by Chapter 275 of the Town Code, as detailed on permit #10578, and as depicted on the survey prepared by Peconic Surveyors dated April 12, 2024 and stamped approved on May 31, 2024. ( hi D) /-5-e-6r) TV, /o id 0' 'SoU,-W-n-j 2) These covenants shall run with the land and shall be binding on the DECLARANT, his/her/their heirs, assigns, purchasers, or successors in interest and may only be modified after a public hearing and upon resolution of the Trustees. INTENTIONALLY LEFT BLANK 2 4 IN WITNESS WHEREOF,the owner(s) has/have duly executed this instrument this t day of c� ah , 2025. & tie AMY O 1�N nr5`(�vh,N rA STATE OF WXWQRK } COUNTY OF P H I LA DEL-P 4 hi On the t"hday of J A-�J UA-9-j , in the year 2025, before me the appeared AMY ORR, personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s) is/are subscribed to the within instrument and acknowledge to me that he/she/they executed the same in his/her/their capacity,and that by his/her/their signature(s) on the instrument,the individual or the persons on behalf of which the individual(s)acted,executed the instrument , --r P/�-�- �.� ------ - -- otary Public GrrtM„onwea�of panywft- SW TES$LMSERS". No"Pubk C�n 2026 3 � 1 �A � at Southold, in the Town of Southold,County of Suffolk and State of New York,bounded and described as follows: BEGINNING at a point on the easterly our southeasterly side of Terry Lane(which point is south 21 degrees 32'00" west,400.0 feet from a point marked by a monument at the westerly corner of land now or formerly of Edward LaFreniere) said point of beginning being the westerly corner of the premises herein described;running thence along said easterly or southeasterly side of Terry Lane,north 21 degrees 32'00" east, L00.0 feet to land now or formerly of Tramposch;thence along said land ofTramposch, south 54 degrees 29'20"east, 290 feet,more or less,to ordinary high water mark of Town Harbor, thence in a southwesterly direction along said ordinary high water mark of Town Harbor on a tie Line south'21 degrees 32' 00" west, 100 feet,to land now or formerly of Barth;thence along said land of Barth,north 54 degrees 29'20" est,290 feet, more or less, to the easterly or southeasterly side of Terry Lane,at the point or place of beginning. Said premises for the purpose of identification only, being shown and designated as Lot No. 4 on a certain map entitled, "Proposed Minor Subdivision of land of 011ie M. Overton, --- — — _ amended July?, 1972,and approved as a minor subdivision by Southold Town Planning Board on July 15, 1972. 00, '+'0y'4 ;Al $ � C +IIr ♦et P t ^ / p°�,✓y� 1 ��p .' ail A✓ � BOARD OF SOUTHOLD; TOWN TRUSTEES SOUTHOLD,NEW YORK + PERMIT NO. 10578 DATE: MARCH 20,2024 ° ISSUED TO: AMY ORR '- PROPERTY ADDRESS: 625 TERRY LANE, SOUTHOLD SCTM# 1000-65-1-23 ti Y AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and inY°„� accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 20,2024,and in consideration of application fee in the sum of$1,250.00 paid by Amy Qrr and subject to,the Texans and Conditions as stated in the Resolution,the Southold Town Board of'Trustees authorizes and permits the following: Wetland Permit to construct a proposed 1 '!:stogy 27,5'x45.8'(1,259.5sq.ft.)dwelling with seaward xk. 10'x27.5'(275sq.ft.)attached deep,a 41x12' front entry with 3' wide path to driveway,and cellar entry steps(1,534.5 total square footage); install A/C units and a generator; install a 41x6'outdoor shower; a proposed Hydro-Action I/A sanitary system landward of dwelling;install gutters to leaders to drywells; a ' •* +869'sq.ft.gravel driveway; relocate existing 12.1'x14.1'shed further landward; the existing cottage located on the seaward side of the bank is to be converted to a"dry"storage out building consisting of a 634.5s+q.ft one-story out building with entry steps to ground;a 696sq.ft.deck with steps to ground; 71sq.ft. top landing and stairs to deck;and a 21.5'long concrete block retaining wall along landward side i of cottage and deck;with the condition to remove the existing�zMsq.ft.outdoor shower from the seaward cottage; establish and perpetually maintain a vegetated non-turf buffer seaward of the house to the . outbuilding;establish and perpetually maintain a non-disturbance buffer seaward of the toe of the bank; revegetate one of the two existing access paths to the water;all as depicted on the revised site plan s R' prepared by Peconic Surveyors,received on April 12,2024,and stamped approved on May 31,2024. f IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seat to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year written above. p F FM wo . H ' �„ • 'KY x ��� "�"" 4ti x n n v'&'.t° ". v� � u ffi fi r"�ES+'J'""✓°w., ;.1 ,rw'aS°u5ki: 5>e. � ��Y�.. t ` TERMS AND CONDITIONS The Permittee Amy Orr,625 Teny Road,Southold,New York as part of the consideration for the issuance of the Permit does understand and prescribd 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 perfgpned pursuant to this permit,and the said Permittee will,at his or her.own expense,defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of.Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board 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 navi ation 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. 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 pennit. 9. That the said Board will be notified by the Penn ittee of the completion of the work authorized. 10. 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. 11. 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. Town Hall Annex Glenn Goldsmith, President ����� ®��i�®� 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 � ,r® Fax(631) 765-6641 "Oum, 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 PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1st day of construction % constructed When project complete, call for compliance inspection; Glenn Goldsmith, President ®f S0 Town Hall Annex A. Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O. Box 1179 Eric SepenoskiL Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples � a� Fax(631) 765-6641 C®UNT�S� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 7, 2024 Amos Meringer Builder PO Box 315 Mattituck, NY 11952 RE: AMY ORR 625 TERRY LANE, SOUTHOLD SCTM# 1000-65-1-23 Dear Mr. Meringer: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, March 20, 2024 regarding the above matter: WHEREAS, Amos Meringer Builder on behalf of AMY ORR 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 November 17, 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 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 March 20, 2024, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the 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, 2 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 AMY ORR to construct a proposed 1 Y2 story 27.5'x45.8' (1,259.5sq.ft.) dwelling with seaward 10'x27.5' (275sq.ft.) attached deck, a 4'x12' front entry with 3' wide path to driveway, and cellar entry steps (1,534.5 total square footage); install A/C units and a generator; install a 4'x6' outdoor shower; a proposed Hydro-Action I/A sanitary system.landward of dwelling; install gutters to leaders to drywells; a t869sq.ft. gravel driveway; relocate existing 12.1'x14.1' shed further landward; the existing cottage located on the seaward side of the bank is to be converted to a "dry" storage out building consisting of a 634.5sq.ft. one-story out building with entry steps to ground; a 696sq.ft. deck with steps to ground; 71 sq.ft. top landing and stairs to-deck; and a 21.5' long concrete block retaining wall along landward side of cottage and deck; with the condition to remove the existing t30sq.ft. outdoor shower from the seaward cottage; establish and perpetually maintain a vegetated non-turf buffer seaward of the house to the outbuilding; establish and perpetually maintain a non-disturbance buffer seaward of the toe of the bank; revegetate one of the two existing access paths to the water; all as depicted on the revised site plan prepared by Peconic Surveyors, received on April 12, 2024, and stamped approved on May 31, 2024. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, f Glenn oldsmith President, Board of Trustees GG/ec . -. •pb'.^ . .. y-n r- --, of µr'Y"��- c°3• `�p. a i n ,�,;."""r`^4{e4°a~Af°: `�� :i'j i�X tea+•,° ..,.dm�+�t'Y 4r �.d nip"4•`y'"p yr. tS�rq' 'R4er 'yao', tt a3 �,,t,66 1'8'e'°+• •.4 pp ,`(�p� S ..R, 'ia' ..�.r ,�+ ,� �'b' `"t � Qp� ':.'- dtp*'rf% � �6!r' �'Y"r. #:Atd,{'r+s4�•r. 6 s �.. �t., a a - '.�' ,.M1 i,...t• - "n...p ��a �.q", a r yw,'�,ki`}'`'';� {.3+'• �jt�++;:,a.;., �t� •i .�' ��4. `ate �6.i 1.�i''' `': ""°:S:"':M2:'.'RTt4j;':'s.'<7+atZ'�"-.iY7.,R�..�S:SXfi"«^.�`'S «•Xi4'e!?v{4..' .'Zt�'�4.°r�*.L'+�53«.'f,Si'�:?wr`«..' 'Tun,.T..`�''�''•fS,.:.�oG':"'i:?3�sZ^i�:ise✓:s�w'„^5:ut+3:.'d`c=lY?z>S�e�p''r�.".S::E?'et`c"'�T':S`:.tJ°dt.°a+.3'G3'S'4tS';3�::g�3n� \ ?'� BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORKy n PERMIT NO. 10578 DATE: MARCH 20, 2024 ISSUED TO: AMY ORR y: PROPERTY ADDRESS: 625 TERRY LANE, SOUTHOLD SCTM# 1000-65-1-23 q t at& AUTHORIZATION A, „^~ 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 March 20,2024, and in y consideration of application fee in the sum of$1,250.00 paid by Amy Orr and subject.to the Terms and Conditions as stated in the Resolution the Southold Town Board of Trustees authorizes and permits the following: 3 Wetland Permit to construct a proposed 1 '/z story 27.5'x45.8' (1,259.5sq.ft.)dwelling with seaward 101x27.5'(275sq.ft.)attached deck,a 41x12' front entry with 3' wide path to driveway,and cellar entry s 1j steps(1,534.5 total square footage); install A/C units and a generator; install a 4'x6'outdoor shower; a , .rr Hydro-Action I/A sanitary system landward of dwelling; install utters to leaders to dr wells; a •.. �' proposed Y Y Y g� g dry wells; gravel driveway; relocate existing 12.1'x14.1' shed further landward; the existing cottage located on the seaward side of the bank is to be converted to a"dry"storage out building consisting of a '=�` 634.5s ft. one-stor out building with entry steps to round; a 696s ft.deck with steps to ground; 9• Y g rY P g q• P .�, 71sq.ft.top landing and stairs to deck;and a 21.5' long concrete block retaining wall along landward side of cottage and deck;with the condition to remove the existing f30s ft.outdoor shower from the seaward `* g � g q• - 1^" cottage; establish and perpetually maintain a vegetated non-turf buffer seaward of the house to the outbuilding; establish and perpetually maintain a non-disturbance buffer seaward of the toe of the bank; revegetate one of the two existing access paths to the water; all as depicted on the revised site plan prepared by Peconic Surveyors,received on April 12 2024 and stamped approved on May 31,2024. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, p<,•sti and these presents to be subscribed by a majority of the said Board as of the day and year written above. '' > s x - b c ' CA gal Af Ad _ e . ka 6's3ni r• Y '�` t(•:'z;a,�:.,:."+,tiu�;.at,�ttr%a"w"ww��a h" .�+?.-*"•�u:�.�+,�».x%�:A<dYS.:.rrZ;i�Si'_ht. ..2�Sii�,�?:U.'�."Yw?t'z3Se;•Yl�'aS°�Z'3;�.;",Y«�.i:%i,StYiv."�Z,�',.,A„�,`'ri"!Xln:9;��"S, -:i'i'.F`,�K'u�v�3u"du%%�`eP�.':SirMfi:�+%�S•h�wun.'�`d mb Ca. «'�d..'`��: e -`d,Aa.',`pc.` �,y;._ ,. �.c,• -:'� ,y.: gip. ...�c,. � .V.,:�.'eLa�t"` _ -�.rtr.t. .' ,asp �{3�•,.� i # G'w._ x..s-"�*#a' ae*"; �si �,1 ',��•°;+°c� a, 's "-I;'�,�8.#+w 4..- -. '2aa¢*'*pr: ' & '*`4`,. '�- '� :aL ':< y R »'}p. �..r. � .� ..,'�' •s.4ap9�r.• :_' 9r r TERMS AND CONDITIONS The Pennittee Amy Orr, 625 Terry Road, Southold,New York as part of the consideration for the issuance of the Permit does understand and prescribd to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her,own expense, defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of-Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months, which is considered to be the estimated time required to complete the work involved,but should circumstances warrant, request for an extension may be made to the Board 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. 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. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. 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. 11. 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. t ADDRESS : 625 TERRY LANE, SOUTHOLD SURVEY OF PROPERTY A T SOUTHOLD TO WN OF SOUTHOLD 11©0 0 SUFFOLK COUNTY; N, Y 1000--65--01 23 SCALE: 12-30' OCTOBER 20, 2022 (SURVEY & SCDHS INFORMA 770N) -70 APRIL 24 2023 (PROPOSED HOUSE) o�s �o JUNE 12, 2023 REVISIONS ( ) AUG. 28, 2023 (REVISIONS) *1 OCTOBER 12, 2023 (LOT COVERAGE CALC.) JANUAR Y 2, 2024 (PROPOSED) 0o JANUAR Y 18, 2024 (NOTE ADDED) FEBRUARY 26, 2024 (DETAILS ADDED} r000� ��, ARIL 4, 2024 (TRUSTEES REQ.s ADDED) `s�p,\ o do jp APPROVE"D by ho BOARD OF TRUSTEES o p 6o ry TOWN OF SOUTHOLD Ili,,°�, 'po DATE Lc,,, C, �, o" -- •S� � liL, /tic •�j ;,,,�- . 170 CL.EL. j 00,1 10.6k 1 TEST HOLE DATA o°�oQe°o�° 70pp\ MCDONALD GEOSCIENCE 10.6' s `' 6S �Py 10/19/22 �• S�' p�'6 ,�°� c�wP�4 A�� ��F� 0,7 a �w r'o�'o1'�o EL. 12.2' �, ,� ?9, wa a°J� ��, I/o <il/ 22 �� G� ,, 6E DARK BROWN LOAM OL FLOODo�� c ��mP ° . ors. Rio • rk ° h ZONE LINE P �' v S 4e. GALLEYS 4' DEP If\ , ,� �� TFA o �• p/ Y�Y [31 LG & i1j cEwa ,�00 yhh O �2, s�- BROWN SILT ML ,70 00 O 6 ZONE X A .✓ Ap ti� °s ,.� A�6 1 `1 `��p/ jvrV O 2 PCT ),o NATIVE PLANT °' PALE BROWN FINE SAND SP �/ " UAL FLOOD (i�'O,o r�� qC� Go VEGETA 7ED, NON-TURF ' L' �0 �`3 ROPOSED CL.EL. >� �,o�G`�+ Lq�, \CELL R BUFFER , c�,Sa 9.7'k GRAVES `t �•I,�Ogy�F l �lT � ; °�� w EXIS77NG S77?UC` EL. 1.0 11.2 Q ,o, w°w� �w DETAILS 1 a3G PIPE � '4 F `� �s t PRO Q ^� WA TER IN PALE BROWN FINE SAND SP OH-EL. -- 0 CpRp L J? 8• �o� � o` EL o� --p°SFU)_ /`OUT.s4 ER a dr Q a EL. PROPOSED s, \ \ w ,i3O �v0 Q N✓ \ �$6g 1 1/2 STORY ,4 w,.J FRAME HOUSE �, ~ aw,�� , FinF1r.Ei,=15.5` �q \ oo AO 17 ` 1). NOTE WA TER ENCOUNTERED 11.2' BELOW s�q� St• °F sy °N 0�1 A\sy Q���� oA,, NON-bIST URBANCE SURFACE PROP SEA P z x ° BUFFER ELEVA 77ONS REFERENCED TO NA VD 88 /p �,��' o� h'�rTGf' \? ENTRY 0 zolx A`�J \ AT `� `�`P �`°�J` ewe J S3C' 09' z �� tiC 7S AREA "MIN. C'� �° FLOOD HAZA LOT COVERAGE CALCULATIONS p�,y LOT AREA = 29,359 SO FT -7oO � ;�.,, �,� _ _ `-c� --` 171 Sq.ft. Shed , I �1 J cn� 0%, STONE/CONC. 1352 Sq.ft. Existing house, Deck & wall A�eCiQ �o PATIO t4 / ) TIMBER f Qwv 'ONE 1523 Sq. Ft. Existing Lot Coverage C tiC. RFr. L ,�. \ / OFF/ti�Dit�gT WALLS _ " s Ft. 6 ;` Cd 1523/29359- 0.052 or 5.25 Lot Coverage ', Q-f' $• EXISTING p & - 3NCB _ _ _ LOT AREA -- 29,359 SO FT 1647 Sq.ft. Proposed House & Deck 1371 Sq.ft. Existing Shed 9 _ Sq.ft. Existing house, Deck & wall O try 3170 Sq.ft. Total lot Coverage NOTE: EXISTWG COTTAGE TO 2 1�) BE CONVERTED TO A "DRY" ,?' ` ,-- "� '`(V 3170 /29353= 0.108 or 10.8% Lot Coverage STORAGE OUT BUILDING. N PROPOSED /OOp NOTE: ONE 4' WIDE CLEARED KEY �pGX �6�\ PS A HOUSEATH FROM O BEACH ALLOWED. ALL OTHER PATHS Q REBARC(, �'/C C/��, ARE TO BE REVEGITATED WELL NOTE.• STAKE SUBSURFACE SEWAGE DISPOSAL 4s�� '�% -- TEST HOLE 1/A SYSTEM DESIGN BY.• jCT APR 12 2024 '�Y , r PIPE JOSEPH FISCHETTI, PE yz ~ MONUMENTX 616 SOUTHOLD, N. Y. 11971 f r q� f = WETLAND FLAG (631) 765--2964 RAIN RUNOFF CONTAINMENT: = CZ),-) = U77LI TY POLE PROPOSED HOUSE Wt TH SHED 1431 sq.ft. LIC. N0. 051132-01 N.Y.S LIC. N0. 49618 ELEVA 77ONS REFERENCE NA VD 188 1431 x 1 x 0.17 = 243 cu.ft. NA 77VE PLANT PECONIC VEYORS, P.C. 243/42.2 = �.8 vF A,�. '.A == ,�9 359 SO .F'fi ANY ALTERA770N OR ADDITION TO THIS SURVEY IS A V/OLATTON OF VEGETATED, NON-TURF (631) 765--5020 FAX (631) 765--1797 SECTION 7209 OF THE NEW YORK STATE EDUCATION LAB! EXCEPT PROVIDE 2 DWs. 80 X 3' DEEP BUFFER AS PER SEC77ON 7209--SUBDI4SION 2. ALL CER77nCA770NS HEREON ( OR EQUAL) TO TIE LINE peconlcsurvey@op t/mum.n e t ARE VAUD FOR THIS MAP AND COPIES ]HEREOF ONLY IF SAID MAP Connected by Cutters & Leaders NON-DISTURBANCE P.O, BOX 909 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WIOSE SIGNATURE APPEARS HEREON. , — BUFTER 1230 TRAVELER STREET ����� SOUTHOLD, N.Y. 11971 -- : ,S 'OLD RU OUTH ' T . No. 10 5 }$ Issued, TO A th y Orr ate 3�y. Address, GAS Saute old THIS NOTICE MUST BE piSPLA1fED DURIPIG CONSTRUCTION °TOWN TRUSTEES OFFICE TOWN OF SOUTHOLD SOUTHOLDo N.Y. 11971 TEL.: . 765-5892 Glenn Goldsmith,President �QSpFI:UI'�CO Town Hall Annex A.Nicholas Krupski,Vice President ��O Gy_. 54375 Route 25 Eric Sepenoski y P.O.Box 1179 Liz Gillooly v� Southold,NY 11971 Elizabeth Peeples y p!, Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Amos Meringer on behalf of Amy Orr TO: Please be advised that your application dated November 17, 2023 has been reviewed by this Board at the regular meeting of March 20, 2024 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) 11t Day of Construction ($50.00) %Constructed ($50.00) X Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) X 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. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ 50.00 BY: Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President 0�� COG Town Hall Annex A.Nicholas Krupski,Vice President �� yJ'c 54375 Route 25 Eric Sepenoski y ,? P.O.Box 1179 Liz Gillooly �y • o� Southold,NY 11971 Elizabeth Peeples �o Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 3 Completed in field by: . �ol�Sr+• AS PER REVISED PLANS AND PROJECT DESCRIPTION RECEIVED 2/27/2024 Amos Meringer Builder on behalf of AMY ORR requests a Wetland Permit to construct a proposed 1 Y2 story 27.5'x45.8' (1,259.5sq.ft.) dwelling with seaward 10'x27.5' (275sq.ft.) attached deck, a 4'x12' front entry with 3' wide path to driveway, and cellar entry steps (1,534.5 total square footage);.install A/C units and a generator; install a 4'x6' outdoor shower; a proposed Hydro-Action I/A sanitary system landward of dwelling; install gutters to leaders to drywells; a ±869sq.ft. gravel driveway; relocate existing 12.1'x14.1' shed further landward; the existing cottage located on the seaward side of the bank is to be converted to a "dry" storage out building consisting of a 634.5sq.ft. one-story cottage with entry steps to ground; a 696sq.ft. deck with steps to ground; ±30sq.ft. outdoor shower; 71 sq.ft. top landing and stairs to deck; and a 21.5' long concrete block retaining wall along landward side of cottage and deck. Located: 625 Terry Lane, Southold. SCTM# 1000-65-1-23 Ty p 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.: Zn V%duse ceJ.e� Present Were: '/G. ?1�111 ismith XN. Kr�apski w E. Sepenoski . Gillooly ✓ E. Peeples 1 f ADDRESS : 625 TERRY LANE, SOUTHOLD t 0 SURVEY OF PROPERTY A T SOUTHOLD TO .N OF SOUTHOLD 00 SUFFOLK COUNT l Y • Y p � Fss~0 0� .DODO--65--0 -23 lvq SCAL.E'. 1 - 30 OC TOBER 20 2022 SUR 1/EY & SCDHS INFORMA 710N APRIL 24 2023 (PROPOSED HOUSE) ' 0°`so JUNE 12, 2023 (REVISIONS) A�Qt/ , S� '��\ AUG. 28, 2023 (REVISIONS) �q N� 0 OCTOBER 12, 2023 (LOT COVERAGE CALC.) JANUARY 2, 2024 (PROPOSED) JANUARY 18, 2024 (NOTE ADDED) o FE'BRUARY 26, 2024 (DETAILS ADDED] APRIL 4, 2024 (TRUSTEES REO.s ADDED) r000\s ho q00 rF� z w � '•JY 70 yeti Ott/ \ti0 7\, 00, A d s\ 4gTF,s, (r4gs. o GBt, tt/�c���� 700 �a CL.EL. / 0\6 10.6 k O S 4 TEST HOLE DATA of Gov TO McDONALD GEOSCIENCE c 4'1T� n FOR �� �� ��°� 00. �y 10119122 • EL. 1Z2' 10.6' I s`��. C`�h,8 � 'OU8 li t S\07 o�� �w� rro b° °,� DARK BROWN LOAM OL t/0, til, 22 o� J, e R FLOOD ZONE LINE ,� S ^h �Q GALLEYS 4' DE P �' �"� zl' BROWN SILT ML .0 4' •..• �'C�i ti �� � � � !• a .J '•fit' 1 ' A O \ss\ 0ZONE X2 PCT. ' ��� A ����'' 4�0 \% NA 7711E PLANT— s ' PALE BROWN FINE SAND SP ( R ��' a o VEGETA TED, NON TURF B t C 1 UAL FLOOD 4 ©A - o DEL ROPOSED R a.EL. (� '/`l T AOpTG,"� �qC I``Ai,7i2Y BUFFER o� �v EXIST7NG✓5T7?UC7UR EL. 1.0' 11.2' 9.7 k GRAVEL pRl J q�FF l ' o DETAILS VCWA 1)y �� �'`t PROP, Q�� m� ,� WATER 1N PALE BROWN FINE SAND SP PIPE oH.EL. o �pRopose FL '2 s8. 7HUT.SH R "om Q EL, rQ j_ £L. PRDP�SED �, \ ��' �0 10.0 j \ R69 1 1/2 STDRY , ( '?• Sq�, � FRAME HOUSE .ti ` ��'�� 17 \, FImFIr.EI.=15,5S F� • �`" NOTE. WA TER ENCOUNTERED 11.2, BELOW oAIO � �dc `* • � SURFACE s19 �S e o�s��oN V � NON—DIS7URBANCE Q��� O,�C,1 PRO QEDBUFFER ELEVA77ONS REFERENCED TO NA VD 88 2'x 4' tom' 2= ?�. ENTRY ,700 4 Of' ct` i D ,�o �01 Q j> ly O, \ �,4 PATH =wp o I" qTF� O ss\ � ZORS '09, Se tt, 0/\ AREA `MIN. ��_ 4� - °moo FLOOD HAZA & � 3 ° ' _ f, LOT COVERAGE CALCULATIONS LOT AREA = 29,359 SQ FT `' 04 171 Sq.ft. Shed 000 1352 Sq.ft. Existing house Deck & wall s\Q� "T'o j/' �� \ , ';��,� ���'� 1523 Sq. Ft. Existing Lot Coverage `7> PEI � a ZONE s �., ��o 1523/29359- 0.052 or 5.25 Lot Coverage - *!o _;.-o�"r �,• EXISTING t' •9y - Hai LOT AREA - 29,359 SO FT 1647 Sq.ft. Proposed House & Deck 171 Sq.ft. Existing Shed 1352 Sq.ft. Existing house, Deck & wall 9 " �0 - / - -j 3170 Sq.ft. Total lot Coverage NOTE: EXISTING COTTAGE TO NC BE CONVERTED TO A "DRY" 3170 j29353- 0.108 or 10.8% Lot Coverage STORAGE OUT BUILDING. R PROPOSED .70, NOTE: ONE 4' WIDE CLEARED `6 PATH FROM HOUSE TO BEACH KEY 10 S\ IS ALLOWED. ALL OTHER PATHS O Nr Oj\ ARE TO BE REVEGITATED ; — REBAR ��A 0/,tom 79 j - WEu NOTE.• q � R• \ 1 = STAKE SUBSURFACE SEWAGE DISPOSAL o/ST ; ' ": APR 1 2 2024 $ ., C . r•. ,f TEST HOLE 1/A SYSTEM DESIGN BY: 0 PIPE JOSEPH FISCHETTI, PE , r y PO.BOX 616 _..__. _ .,. . i ;'� ti 01, = MONUMENT SOUTHOLD, N. Y. 11971 ' `YS = WETLAND FLAG (631) 765--2954 RAIN RUNOFF CONTAINMENT: -' � � L1C. No. 051132-01 �O, = U77LITY POLE PROPOSED HOUSE W TH SHED 1431 sq.ft. PECDNiC VEYOR.Y.S.P.C.I C. NO. 49618 ELEVA77ONS REFERENCE NAM '88 1431 x 1 x 0.17 = 243 cu.ft. NA 77VE PLANT , 243142.2 - 5.8 VF _ n VEGETA TED, NON-TURF (631) 765-5020 FAX (631) 765-1797 ANY FT SEC77ON 7209 OF THE NEW YORK STA A77ON OR ADD17ION TO THIS EDUCA ON LAW XCEPTF PROVIDE 2 DWs. 80 X 3' DEEP �`�� �� � BUFFER peconlcsurvey@optimum.net AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77nCA77ONS HEREON ( OR EQUAL) TO TIE LINE P.U. BOX 909 ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP Connected by Gutters & Leaders NON-DISTURBANCE 1230 7RAVELER STREET OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE BUFFER ttJJ���®+r�l SIGNATU Y.RE APPEARS HEREON. SOUTHOLD, N. 11971 ADDRESS : 625 TERRY LANE, SOUTHOLD o SURVEY OF PROPERTY A T SOUTHOLD TOWN OF SOUTHOLD "000 SUFFOLK COUNTY; N. Y �65�O �� 1000-65-01-23 c '�8 SCALE.- 1 '=30' I OCTOBER 20 2022 SURVEY & SCDHS INF M( OR A T10N) APRIL 24 2023 (PROPOSED HOUSE) .70 ors �,� JUNE 12, 2023 (REVISIONS) AUG. 28, 2023 (REVISIONS) o'`9 OCTOBER 12, 2023 LO T COVERAGE CALC. F� JANUARY 2, 2024 (PROPOSED) JANUARY 18, 2024 (NOTE ADDED) 0o FEBRUAR Y 26, 2024 (DETAILS ADDED] /o00, �o z� IN A°e �0" 0 1 I 70, �o ° 0, coN �F�liyc0� '000N � p ss A - ,700 CL.EL. / °0,ss 1o.sx 1 c%, A- ATA 70 McDONALO�EOSLE �ENCE �o Q �oR Be Q�O�� 0O�s Py 10119122 Q 10 6' � I Ss�• C °z '°(�e %yF S,O7 ��� o°� EL. 12.2' Q 041 lib �l/,l, N22 Q o� J*--��°° ' DARK BROWN LOAM OL (�(� c o P o o� 1, FLOOD 20'� vV �1�V 04 �l'1- "/O ��` �v y. I�J, 0'`r . v ✓ / FiQ G a Rq ST `. ^� ZONE LINE ��� P STFA ° �• Ap°- 3Q- GALLEYS 4' D P /� BROWN SILT ML [3J LG do C13 G /��� / ` \Sy �v0 ��� �° yF" *h O0 5gs Fy , 000 l� Qo'l, `6 s ZONE X 'O�p PALE BROWN FINE SAND SP �/ 0.2 PCT. 0 +pl) UAL FLOOD' �/`� /�COA r�'��C�h, �° R❑P❑SED CL.EL. >^ A �GT -I'S,Lq \I;ELLAR .l ;- EL. 1.0' 11.2' 9.7 k N GRAVEL Rl l C J r , OgF` �c 0 h �lT O` o o�°P EXISTING STRUCTUR D �w 0 ' s'; DETAILS 1"=30' PIPE A (pROp F� TN ti� AsB, ,` PROP. toQ � 0�m g J2 WATER IN PALE BROWN FINE SAND SP OH.EL. — 0 _ OSED� 12 ® /"BUT.SHWER Q EL o EL, PROPOSED 6. \ t0 10.0 �, I \ 869 S 1 1/2 STORY ^\ yra �� irk ?• _ 9f�� FRAME HOUSE ti ,, 17' FIn.FIr.EL=15.5' 00 NOTE. WATER ENCOUNTERED 11.2 BELOW 'V 11 INti o SURFACE 4 c Doti ^Q�-�� PROPOSED �'r�P �/ �.r ELEVATIONS REFERENCED TO NAVD 88 >> ?D. ENTRY ��° IN F ° ZONS x, o� �P w .6• 9' lb 07� AREA OF'MIN. �~ v 's FLOOD HAZARD X; \ LOT COVERAGE CALCULATIONS 1`'1 LOT AREA = 29,359 SQ FT /O ,✓! cF/ ��� / � 171 Sq.ft. Shed 0 J c, 9l /o �� / 1352 Sq.ft. Existing house, Deck & wall �O A °0\ss� STONE/CONC.PAIO / �� `'� h o, j / ��\ ¢,`" �� m / 1523 Sq. Ft. Existing Lot Coverage �e</ <</ �7 TIMBER y / /.� n "% ZONE VE / Q O " C' "c w use ELEV. 8 FT, , A, / Q 1523/29359= 0.052 or 5.25 Lot Coverage 'f/ �/ /O��gTF ° �/� o�' Q� / ry EXISTING g �qC/ " ��•o� ���� as J / LOT AREA — 29,359 SQ FT 1647 Sq.ft. Proposed House & Deck O Eon ^o 171 Sq.ft. Existing Shed ti 29 1352 Sq.ft. Existing house, Deck & wall �O- 3170 Sq.ft. Total lot Coverage ry NOTE: EXISTING COTTAGE TO � � BE CONVERTED TO A "DRY" �• / Q y 3170 /29353= 0.108 Or 10.8% Lot Coverage STORAGE OUT BUILDING. 0/ / •� Q PROPOSED �O 70 �ry 00 KEY so \ss b� " 0 = REBAR w0�p A/0ir \/9, ® WELL NO TE. . ,. _. ® = STAKE SUBSURFACE SEWAGE DISPOSAL °/ST s FEB 27 2024 9 = TEST HOLE I/A SYSTEM DESIGN BY- PIPE JOSEPH FISCHETTI PE � = ... � _ . PO.BOX 616 10 = MONUMENT SOUTHOLD, N. Y. 11971 = WETLAND FLAG N.Y.S . LIC. NO. 051132-01 (6J1) 765-2954 RAIN RUNOFF CONTAINMENT.• _ cQ, = U77LI TY POLE PROPOSED HOUSE KITH SHED 1431 sq.ft. N.Y.S. LIC. NO. 49618 1431 x 1 x 0.17 = 243 cu.ft. PECONIC S VEYORS, P.C. ELEVATIONS REFERENCE NA VD 243142.2 = 5.8 VF AREA = 29,359 SO FT (631) 765-5020 FAX (631) 765-1797 ANY ALTERAnON OR ADD1nON TOO THIS SURVEY IS A VlocAnoN of PROVIDE 2 DWs. 8,� X 3' DEEP peconicsurveyC�optimum.net SECnON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT TO TIE LINE. AS PER SECn0N 7209—SUBDIVISION.2. ALL CER77RCA71ONS HEREON ( OR EQUAL) P.O BOX 909 ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP Connected by Gutters & Leaders OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE 1230 TRAVELER STREET SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y 11971 22-031 Glen;'-Goldsmith,President coGy Town Hall Annex A.Nicholas Krupski,Vice President �u 54375 Route 25 Eric Sepenoski co o ? P.O.Box 1179 Liz Gillooly �y • o�� Southold,NY 11971 Elizabeth Peeples �Ol Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 12A Completed in field by: L. Gil l o& Amos Meringer Builder on behalf of AMY ORR requests a Wetland Permit to construct a proposed 1 'h story 27.5x45.8' (1,259.5sq.ft.) dwelling with seaward 10'x27.5' (275sq.ft.) attached deck, a 4'x12' front entry with 3' wide path to driveway, and cellar entry steps (1,534.5 total square footage); install A/C units and a generator; install a 4'x6' outdoor shower; a proposed Hydro-Action I/A sanitary system landward of dwelling; install gutters to leaders to drywells; a ±869sq.ft. gravel driveway; and to relocate existing 12.1'x14.1' shed further landward. Located: 625 Terry Lane, Southold. SCTM# 1000-65-1-23 Type of area to be impacted: YSaltwater Wetland Freshwater Wetland Sound XBay Part of Town Code proposed work falls under: V Chapt. 275 Chapt. 111 other Type of Application: _X—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.: " < h,'&4rjrtA avi c Is 12 4- -1ti ro La!j . Lek 9r, c, Present Were: 4/ G. Goldsmith ✓ N. Krupski E. Sepenoski L. Gillooly ✓E. Peeples ADDRESS : 625 TERRY LANE, SOUTHOLD I �O SURVEY OF PROPERTY A T SOUTHOLD TOWN OF SOUTHOLD 70 0, SUFFOLK COUNTY, N. Y. '4 ; 1000-65-01-23 SCALE.- 1 `-30 TOB�OC _R 20, 2022 (SURVEY & SCDHS INFORMA TION) APRIL 24 2023 (PROPOSED HOUSE) a0, 6 4? JUNE 12, 202J (REWSIONS) s o AUG. 28, 202J (REVISIONS) e�IC, /1/07`9 OCTOBER 12, 2023 (LOT COVERAGE CALC.) JANUARY 2, 2024 (PROPOSED) 0 JANUARY 18, 2024 (NOTE ADDED) 0 7000\6 ho � 07, c O lygT�� zQ ,moo D 0,6 4 70, coN 00� 7 ° s l'19 / ,700 CL.EL. 0 0,65 10.6 k 1 ,�C/ 2 4AAA J\ v TEST HOLE DA TA F �o ��° /O McDONALD GEOSCIENCE v �4 A, Q OO FOR ee Q�°o 00�6 10119122 'Q � �. 10.6'�� I SSQ. c0 � °��,Pa ,ode O�F�S`O/ EL. 12.2' O 29, ° <i�, ��/% \22 DARK BROWN LOAM OL FLOOD �O'' F% �• o° Q �O �� 1 ZONE LINE � P � °�" � Q°�- `! S �'�` F'4' GALLEYS 4' DE P BROWN SILT ML [3] LG & [1] E!G 4' . 6S\ 0?2 PCT. I 7 A A��O" X°° ' \/h PALE BROWN FINE SAND SP 0/�/ UAL FLOOD I �� l G Cep ��3��y c,° R❑P❑SED !y c 3 CL.EL. rV �`�LJ� Ty f'OoTG�'`�-�'qc �E`PLTRYR. o�E ``7 EL. 1.0' 11.2' r �Q�? �i�OS,% o�F °oOP�o° PIPE OH.EL. — 0 (pR�pOs£p — £� 12 ® �s9 /`6UTSHWER °RDP. �oP,� WATER IN PALE BROWN FINE SAND SP Q EL p � � EL. PROPOSED ° s, 0 10.0 �, I \ 86.9 S 1112 STORY ^\ �b �� �• _ 9.� FRAME HOUSE" ti 17 Iti�oA ti \ Fin,Flr.E(,=15.5 °o �o F� S� \ NOTE. WATER ENCOUNTERED 11.2 BELOW 'V ° SURFACE .0 �'Oo `SFj PR❑P❑SED ��o� % 3 �Z ELEVATIONS REFERENCED TO NA VD 88 q 23', f'gTO�"PF\2p/ENTRY 0 6s� ZOIKE X, � c� Q s36' �w SF`,Q�F<</'�c ',/s �� FLOOD HAZARDAREA OF'MIN. CF °e �'P� ��� ;' .� h o o / LOT COVERAGE CALCULATIONS O� G°z ', /`F oo�Ty' 7`'' LOT AREA = 29,359 SQ FT '� 70 /� �� 171 Sq.ft. Shed 1352 Sq.ft. Existing house, `6151,0 STONE/CONC. 91,E �o / q. g Deck & Wall A� O .0/ PATIO 7 0�\ �� �,`� 1523 Sq. Ft. Existing Lot Coverage `7) TIMBER / ,�� ZONE VE ��� o / O ° N c WALLS ELEV. 8 FT. t� 1523/29359= 0.052 or 5.25 Lot Coverage cy�� ��F� . " \ \ / �o �� / �. EXISTING ti LOT AREA = 29,359 SQ FT 1647 Sq.ft. Proposed House & Deck `o / 171 Sq.ft. Existing Shed 1352 Sq.ft. Existing house, Deck & wall �0 � 0 3170 Sq.ft. Total lot Coverage NOTE: EXISTING COTTAGE TO 2 / Y 3170 /29353= 0.108 or 10.8% Lot Coverage BE CONVERTED TO A "DRY" �' STORAGE OUT BUILDING. <v" / O PROPOSED CO ,7oo �N o� KEY S�� ss .. _ ..._.__.._._ = REBAR wOC°A ic. 7 9 ® = WELL NOTE.' + t r ® = STAKE SUBSURFACE SEWAGE DISPOSAL STD, F E S - 1 2024 f / = TEST HOLE I/A SYSTEM DESIGN BY- c'T ® = PIPE JOSEPH FISCHETTI, PE PO.BOX 616 E = MONUMENT SOUTHOLD, N. Y 11971 �'�c °•' o = WETLAND FLAG (631) 765-2954 RAIN RUNOFF CONTAINMENT.' A Ys LIC. NO. 051132-01 = U77LI TY POLE PROPOSED HOUSE WITH SHED 1431 sq.ft. .Y.S. LIC. NO. 49618 ELEVA 77ONS REFERENCE NA VD '88 1431 x 1 x 0.17 = 243 cu.ft. PECON/C SU YORS, P.C. ANY ALTERAnON OR ADD1nON TO THIS SURVEY IS A VIOLAnON OF 243142.2 = 5.8 VF AREA = 29,359 SQ FT (631) 765-5G20 FAX (631) 765-1797 SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT PROVIDE 2 DWs. 80 X 3' DEEP TO TIE LINE peconicsurvey®Optimum.net AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON ( OR EQUAL) P.O. BOX 909 ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY 1F SAID MAP Connected by Gutters & Leaders OR COP/ES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE 1230 TRAVELER STREET SIGNATURE APPEARS HEREON. SOUTHOLD, MY 11971 22-031 5w,ve YX JJ �O i -loci �,..,=rr� ' ti Se- A, 4 0 Ile Law. ic-it Inked 'E. goal shaft tc Lu.m valid true sh:11 r—i r. to t r vAyxn the -'i'.7. . mznslue not irwittuJonS or cu uaY 7e%;;,V let c S.—vc.ye-1 Da CA--W. a v 4?, R c o riat c v, MA v4 Tu y I- of- Ne Ou v4e 15 .4 to P2 D jtlk- lb C.ro VV Y—A 6i A,— r. SUP-V EY OATU"k EA 5 L.A E BOARD OF HEALTHPLANS . . . . „ . . 3 SETS OF PLANS FORM NO.1 SURVEY r S TOWN OF SOUTHOLD CHECK .. . . . . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT SEPTIC FORM TOWN HALL at Do.COWTF ` ' SOUTHOLD, N.Y. 11971 NOTIFY . "IOWNOFsouTkp In tl TEL.: 765.1802 CALL . ��:�. .t?.1 3� . , . , . « . Examined .K//, . T w??-r , 19 MAIL�TO. � ,1 a s!, � Approved ,. " u C~ c Disapproved a/c ., ld I z4 -5 " (Building Inspector) APPLICATION FOR BUILDING PERMIT Date ...............„, , 15„., INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector,with 3 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and giving a detailed description of layout of property must be drawn on the diagram which is part of this appli- cation. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issued a Building Permit to the applicant. Such permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings additions or alterations,or for removal or demolition,as herein described. The applicant agrees to comply with all applicable 1 vas ordinances, building code,housing code,and regulations,and to admit authorized inspectors on premises and in butld tdg fear nccessamtspecti]ons (Sigulatur'e of applicant,or name,if a»corporation) „ (Mailing.address of applicant) State whether applicant is owner, lessee age architect, engineer, general contractor, electrician, plumber or builder. . .,.»« .. ..............„.,..,...,.„».........,.,.............„. Name of owner of premises Cf�fLc�l ti? �7 h)ftPr TPsil 1.^l................... ....... .»». ....»,....»... (as on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer. (Name and title of corporate officer) Builder's License No. Q,Q.q t'.(.... ... ....... Plumber's License No. ,„...»»„. „„,„„,..,....... Electrician's License No. . ...................... Other Trade's License No. ............. ........ a 1. Location of land on which proposed work will be done. .," � ......... . House Number //Stree� J14 County Tax Map No. 1000 Section ..... /as......« » B�pek ....',».„.. Lot..vi1....,»».»„„ „ Subdivision.. . ... .... .. .. . .... ... ....»,....,.. Filed Map No. .,..... (Name) State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ...... ..�,im.tly n Nrr m.,t IRtA13 tpy ,,4t wrote Alwq -a................. b.Intended use and occupancy �� •• � "•'•�a� � ""•- ,��1;w,,,rl~r{,a,xptl�u� .T» ,• I • I II 3. Nature of work(check which Applicable): New Building ,K%........ Addition .......... Alteration Repiir .............. RcAPOval .... liti,.. ....... •�• Demo on , Other W 4, Estimated Cost . �5;�?�'I •, Wig`( ription) 1 .............. Fee ....................... ....... 5, If dwelling,number of dwclIins units .......,,, (to be paid on filing this application) If dwells , Number of dwelling units on each floor,,,,,,,,, garage, number of cars ` 6. If business,commercial or mi.fed occupancy,specify nature and extent of each•type.of use .••. .•• •• 7, Dimensions of existing structu�cs,if any: Front. ?7.9 . Rear ...tP:'� •• ••••.•• Height ...............Number of Stories •• Depth .3X'..••.••.•, Dimensions of same structure with alto - ".....""•..••••••• ••••••••Potions or additions; Front .•. ,' Rear , Depth ..................j... Height ........ $. Dimensions of entire new construction; Front ,• ••• •'' '' ••Number of Stories .,.Depth . . ...,,. .. . Height ,,,,I,?. .Nu{nber '1 ... Rear ....!?,,,...... Depth ..!4 .......... 9. Size of lot:Front •.. .100 11 of Stories ......l..4 ..... . ....... ........ 10. Date of Purchase ....D ,'i,`��?;-.. ..... Rear. ...t.°�.. ........... Depth ..?;gyp...... ......... 11. Zone or use district in which p I •••i. Name° rrn�r Owner ............................. 1 �•emises are situated... ,,rt' �••• ' 12. Does proposed construction violate any zoning law,ordinance or regulation: 13. Will lot be regraded K.0i ........Will c:�cc���4 �, •• •••�••••• 14. Name of Owner of premisestf 4. - O V...... i.• oved from premises: Yes No Name of Architect ••Address ,�,syA., e�,,�Q,y,3,,,,Phone Name of Contractor �(.Gdo�..... .fio ••'''••Address .Phone No, ... .... 15.Is this property located within•••"Address/,7 Q ••�'s9y Phone No.73.5:�, 5100 feet of a [' $ T�w�et .nd4 *YES. ...No... . *If yes. Southold Tow Trustees Permit may be required. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and,indicate all set-back dimensions from property Unes.Give street and blocg number or description according to dee interior or corner lot. � and show street ames and indicate whether 7�+,ojl� APPROVED AS NOTED DATE: a. a B.P.fI.•. 1 9) �- o !/fJtolesi1J'9'e� 0A7 a FEE: 4 '` BY. NOTIFY BUILDING DEPARTMENT 765.1802 9 AM TO 4 PM FOR TEE r �A FOLLOWINGINSPEC110NIS, 1. FOUNDATION • TWO REOUIRD � � z79 Ea �c FOR POURED CONCRETE 2. ROUGH • FRAMING & PLUMBING S r Tom b•` oQs D �.� 3. INSULATION i3 �v,raQ c Sd ad 4, FINAL - CONSTRUCTION MU�T o C.yr+VIC of p BE COMPLETE FOR C.O a q 3�,6. o `►p`Q ALL CONSTRUCTION SHALL MEET K o THE REOUIREMENTS.'OF THE KY. STATE CONSTRUCTION & ENER$Y CODES. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS STATE OF NEl- O f COUNTY OF. 1,�I `,1 , $S w4t ✓_t - ed.o , r. G° wrmk.N�H 2/3oR r •••••••- being y sworn,doposes ana says that lie is the applicant (Name of individual signit'19 contract) about named, Ile is tile ........... ...... .. i VPp'Rw11V4 .,... .....:..,... ,........ _`` �nt*'''orate officer,etc.) °f said owner or owners, and iss `�orm"or have performed the said work and to make and file this application: that all statements icatiolt are true to the best of his knowledge and belief;and that the work,will be perforned in the manner rth in the application filed therewith. ;.Sworn to before me this i ......day of.' r.l..l...., 19 otary Public, qq••, �,,, ,, County O In �mber410� (Signature of applicant) 2020 NEW YORK STATE SYSTEM DRAWNGS BUILDER: BARRY ALTMAN FOCAL NSPEON REGUOG3EMENT . TYMCAL A[[3REdIiQ^MD S BUNKO HOM STATE BULDR3 DODOS PROJECT NAME: AMOS-ORR/2846 CUSTOM CAPE SHEET/ DRAWNG INDEX REV DATE LAYER SHEET/ DRAWNG INDEX REV DATE LAYER PROJECT ADDRESS: 625 TERRY LANE SOUTHOLD,NY THE FOLLOWING ITEMS HAVE NOT BEEN COMPLETED IN THE oZ 1 COVER SHEET ]/z7/z3 cv 1z TYPICAL Rasa ceeeS SECTION 10/04/19 ISE •"2020 RESIDENTIAL CODE OF NEW YORK STATE o ADDITIONAL CALCULATIONS PREPARED BY: FACTOPVY BY THE MANUFACTURER, HAVE NOT BEEN ADD'L= ADDITIONAL A1.1-A1.3 ELEVATIONS 7/27/23 2A TYPICAL RANCH CROSS SECTIONS(SINGE WOE) 0/04/19 LSE . 2017 NATIONAL ELECTRICAL CODE i� C DAVID'BILLINGSLEY PE, GLENCO 36103CO166H INSPECTED BY THE THIRD PARTY INSPECTION AGENCY, AND' AFF= ABOVE FINISHED FLOOR 1.5-AILS ISE&2ND STORY FLOOR PLANS 7/z7/z3 2B curt 0/04/19 LSE `N v V FLOOD ZONE; X • 'ENERGY COMPLIANCE SHALL BE DEMONSTRATED BY USE OF C cv V ARE NOT CERTIFIED BY THE APPROVAL OF THESE SYSTEMS, AF= ARC FAULT AI.6 ELECTRICAL PLAN 7/27/23 1261 OMIT 1D/04 19 !BE � 217 E MAIN ST, MIDDLEBURG,PA 17842 FLOOD ZONE: NO All GENERAL NOTES 7/27/23 12C TYPICAL CAPE CROSS SECTION 10/04/19 !BE RES-CHECK SOFTWARE AND SHALL SHOW COMPLIANCE cv C °y _ DRAWINGS. CODE COMPLIANCE MUST BE DETERMINED AT AP= ACCESS PANELZ y t & THE LOCAL LEVEL: � BSMT= BASEMENT ALB BRACED WALL PLAN 7/27/23 YID CAPE OPTIONS Gloss SECTION 10/04/19 LSE WITH EITHER THE"ENERGY CONSERVATION CONSTRUCTION AI.9 FOUNDATION PLAN 7/27/23 12E DORMER DETAILS 10/04/19 ISE CODE OF NEW YORK STATE-2020" OR CHAPTER 11 OF THE BTU= BRITISH THERMAL UNIT At 1D-A10.1 CROSS SECTIONS 7/27/23 120 DORMER DETAILS 05/16/:6 o h M RCNYS. PRINT OUT SHALL SHOW ECCCNYS 2020, OR N y a USE GROUP: RESIDENTIAL 1. FOUNDATION DESIGN AND CONSTRUCTION CB_= CEILING BEAM # A1.n DWV$DPPLYPLAN 7/27/23 12F OMIT 10/04/19 15E 2. CRAWL SPACE OR BASEMENT ACCESS FROM EXTERIOR. CFM= CUBIC FEET PER MINUTE A1.u-AI34 RAFTER DETAILS 7/27/23 12F.1 OMIT 0/04/19 LSE RCNYS CHAPTER 11 IN THE TITLE. OCCUPANT LOAD: SINGLE FAMILY 3. CONNECTIONS FROM MODULAR UNIT TO THE CLG= CEILING tzc I OMIT 04/13/18 ISE 12H SECTION DETAILS&CONNECTIONS .08103116 15E LABEL p �/�5� (� O C1 FOUNDATION. CLG ACC= CEILING ACCESS PANEL 2 GENERAL NOTES 121 SECTION DETAILS&CONNECnONS 10/31/18 ISE LABELS LS�'vGd110o IS C 4 CONSTRUCTION TYPE: VB WOOD FRAMED UNPROTECTED 4. BASEMENT ELECTRICAL COMPONENTS. CLO= CLOSET 3 RANCH FLOOR PUNS D1/,6/20 0 zJ SECTION DETAILS k CONNECTIONS 0s/6 16 LSE o 5. FOUNDATION VENTILATION CO= CARBON MONOXIDE DETECTOR 3A RANCH FLOOR PUNS m/,6/zo_ z0 zK sBcncN.DETA;LS&coNNEcno&s OS/1s TES LSE LABEL LOCATIONS: N' MODEL TYPES: RANCH, CAPE, 2-STORY, TOWNHOUSE 5. INSTALLATION OF RIDGE VENT ATTIC VENTILATION CON= CONNECTION 33 RANCH FLOOR PLANS SINGLE WDE) 01/15/20 3C OMIT 01/16/2D fO TO 12L OVERHANG DETAILS 08/20/1 12L3 ROOF OPTIONS 05 16 I6 ,SEg a DATA PLATE, THIRD PARTY LABEL&STATE MULTIPLE SINGLE FAMILY UNITS MAY BE JOINED TOGETHER TO 7• INSTALLATION OF FACTORY SUPPLIED GABLE AND EAVE CPVC= CHLORINATED POLYVNYL CHLORIDE 3D OMIT 01/16/20 20 12L4 DWr 061915 LABEL LOCATED UNDER KITCHEN SINK FORM A TOWNHOUSE. UNITS REQUIRE ONE OF.THE FOLLOWING OVERHANGS CSMT= CASEMENT 3E OMIT 01/15/20 TO 121.1 VAUL ED ROOF OESCN 06 19 IS • THIRD PARTY IN EACH MODULE LOCATED IN OPTIONS: (1) 2-HOUR SEPARATION WALL; (2)17HOUR 8. OPTIONAL METAL ROOFING CT- COUNTERTOP 3F OWT 01/16/20 20 12V 1 VAULTED ROOF DESIGN 06 1g 15 SECONDARY CLOSET OR OTHER SPECIFIC PLAN SEPARATION WALLS. 9. -INSTALLATION OF FACTORY SUPPLIED MATERIALS FOR D=DRYER 3G OMIT 04/13/18 10 12N OMIT 02 os 0 DESIGNATED LOCATION. PORCH AND DECK FLOOR, POSTS, HEADERS, PORCH DBL= DOUBLE 3x 1 OMIT 04/13/18 10 12N.1 VAULTED RAFTER CONNECTIONS D2 Ds 20 STORIES ABOVE FOUNDATION: 2 3J OMIT 10/31/18 10 12N.3 VAULTED RAFTER CONNECTIONS 02 Os 20 CEILING FINISH AND EXTERIOR RAILING - DIA= DIAMETER 3OMIT D4/13/18 10 12N.2 VAULTED RAFTER CONNECnONS 02 ns 20 THIS IS A PORTION OF THE NEW YORK STATE 10. ACCESS TO GRADE FROM EXTERIOR DOORS DIN= DISHWASHER 3K OMIT 10/3,/1s l0 12N4 VAULTED RAFTER CONNECTIONS 02 os 20 SYSTEMS PACKAGE WHICH INCLUDES: HEIGHT ABOVE FOUNDATION: VARIES DUE TO GRADE, CEILING HEIGHT 11. GUTTERS, SPLASH BLOCKS, AND DOWNSPOUTS BWV.= DRAIN, WASTE, VENT 3L OMIT 1013111E 1 10 IZN.S VAULTED RAFTER CONutCTIONS 02 oG m . 2020 RCNYS CALCULATIONS MANUAL AND ROOF PITCH, BUT NOT GREATER 12. ANY CONNECTIONS OR MATERIALS DESIGNATED WITHIN EA=EACH 3M FLOOR PUN OPTONS 01/16/20 4SE 12N.6 VAULTED RAFTER CONNECTIONS 02 D5 20 . 2020 RCNYS SYSTEM DRAWINGS THAN 25' MEAN ROOF HEIGHT THIS PLAN SET AS FOLLOWS: EGR= EGRESS 4 TYPICAL KITCHEN LAYOUTS 01/16/20 2PR 12N.7 VAULTED RAFTER CCNNECTIONS 02 0s 20 . QUALITY ASSURANCE MANULAL 12.1. '- SITE PROVIDED AND INSTALLED CONNECTION ELEC= ELECTRIC 4A TYPICAL BATH LAYOUTS 01/16/20 1PR 12N.8 VAULTED RAFTER CONNECTIONS 02 os 20 • LOCATION ON LOT: A HOUSE SPECIFIC SITE PLAN SHALL .. 5 TYPICAL FOUNDATION PLAN 01/16/20 FD -12N.9 VAULTED RAFTER CONNECTIONS 02 Ds 20 INSTALLATION MANUAL 12.2. - FACTORY SUPPLIED CONNECTOR'REQUIRING EXT= EXTERIOR 5A ' TYPICAL FOUNDATION PLAN(SINGLE WOE) 01/16/20 FD I 12N 10 VAULTED RAFTER CONNECTIONS 02 05 20 THIS DOCUMENT AND BE PROVIDED WITH EACH INDIVIDUAL - o DF� pp FD�IF�(�n(��p5�(� THE SUBJECT MATTER FIELD INSTALLATION F= FAHRENHEIr se FOUNDATION OPTIONS o4/u/le D zo VAULTED RVSS DESIGNS o2 os 20 WE COMPLE ON HEOUWLSII EN u S' PERMIT SET 13. FLOOR INSULATION FB_= FLOOR BEAM # sc FOUNDATION DETAILS 01113/18 Fos 120.1 VAULTED TRUss OEMAS Go 1B 1s CONTAINED HEREIN IS D� C��u C�(�� 14. HEATING SYSTEM OTHER THAN FACTORY INSTALLED FG_=-FLOOR GIRDER # NOS FOIINDAHON NOTES 04/13/Is BE 20.2 VAUL ED RUSS DESIGNS 06 1B 15 PROPRIETARYAND MAY r° A�0Q 6 TYPICAL RANCH ELEVATIONS 01/22/20 IEV 12P TYPICAL FRAMING DETAILS 05 I6 16 LSE NOT BE REPRODUCED ELECTRIC BASEBOARD OR HOT-WATER BASEBOARD FLR= FLOOR 6A TYPICAL RANCH ELEVATIONS 01/22/20 2EV 12P.1 I MULTI-PLY LVL INTE,4CONNECPON 10/04/19 WITHOUT THE SNOW LOAD: 25 PG -14 FT (SEE NOTE BELOW) HEAT. _ _ - FIRMS= FRAMING 66 OMIT 01/22/2D IEV 1201. TYPICAL PORCH DrrALs 02 os 20 PERMISSION OF"APEX 15. ELECTRICAL SERVICE FT= FOOT OR FEET GC OMIT 01/22/20 2EV 120.2 TYPICAL PORCH DETAILS 01/30/20 HOMES OF PA.LLC" ROOF LIVE LOAD: 16. INSTALLATION OF FACTORY PROVIDED PADDLE FANS GA= GAUGE - LSD OMIT 01/22/20 IEV 120.3 TYPICAL DECK/PORCH DETAILS 01/70/20 _ BE OMIT 01/22/20 2EV T7R.1 TYPICAL DECK OETA15- 111140120 FOR BUILDINGS-LOCATED IN REGIONS WITH GROUND SNOW LOADS AND SOME INTERIOR LIGHTS. GFI= GROUND FAULT INTERRUPTER 6F.3 ELEVATION NOTES 10104119 12S.1 PORCH FLOOR&DECK CONNECTION CHARTS o2 07/20 80 PSF OR LESS, DESIGNS SHALL BE IN ACCORDANCE WITH -17. EXTERIOR LIGHT FIXTURE INSTALLATION. GYP= GYPSUM 60 ELEVATION OPTIONS o4/13/18 IzsIA PORCH FLOOR&DECK CONNECTION CHARTS 02/07/20 CHAPTERS 5, 5, & 8. BULIDINGS IN REGIONS WITH GROUND SNOW 18. SMOKE DETECTORS TEST HB_= HIP BEAM # GH VINYL/ALCMINUU SIDING DETAILS 10/10/19 127.1 TYPICAL WALL CCRNEA FRAYING DETAILS 02 07 z0 LOADS GREATER THAN 80 PSF SHALL BE DESIGNED IN 19. HOOKUPS FOR FACTORY INSTALLED TV AND PHONE HDR= HEADER 61 FLASHING DETAILS DS/03/I0 ISE 13 TYPICAL STAIR DETAILS O4/13/18 ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE AND ARE BOXES. HDWR= HARDWARE III FLASHING DETAILS 08/03/18 ISE 144 INSULATION SCHEDULE 10/29/15 NCLUDED IiJ THE DESIGN SCOPE OF THE 2020 RCNYS 20. COMPLETION_ OF THE NY ENERGY CERTi FICATE(SEE HT= HEIGHT 6J RESERVED 14A.1 ALTERNATE INSULATION DETAILS 07/0 16 �0 n 6J I RESERVED 14B ROOF INSLMTION&VENTILATION DETAILS 0]/01/1fi p 1T7101�D PARTY���If IlI�N9W II�0�� C0 I CALCULATIONS MANUAL SUBMITTED AS PART OF THIS APPROVAL. INDIVIDUAL PLAN SUBMITTAL FOR ENERGY CODE INT= INTERIOR 6K RESERVED I4c SAMPLE RESCHECKS ca/27/13 of CALCULATIONS FOR ADDITIONAL ITEMS TO BE JB_OR JBOX= JUNCTION BOX 6K.I RESERVED._ 14C.1 SAMPLE RESCHECKS 01/30/20 ADJUSTED GROUND SNOW LOAD: - INSPECTED ON-SITE) LBS- POUNDS 6L wDOD flCARD ANO BAT EN SIDING DETAILS 08/03/18 15 DOOR&W:DO.SCHEDULE 02 0]20 SON z - - 7 MCAL RANCH ELECTRICAL FUNS 01/22/20 IE 15.1 DOOR&WINDOW SCHEDULE &1/13/18 GROUND SNOW LOADS SHALL BE ADJUSTED FOR ELEVATION BASED LIN= LINEN 21. ON-SITE TRUSS CONNECTIONS a rmlcAL RANCH ELECTRICAL PUNS 0t/22/20 zE 16 Dun 04 ze 20 THIRD PARTY APPROVAL AGENCY: Q ON 2 PSF PER 100 FT ELEVATION ABOVE 1,000 FT ASL. 22. UNFINISHED CAPE AREAS. LOC'N= LOCATION' 70 TYPICAL RANCH ELECMICAL PLAITS(SINGLE WDE) 01/22/20 HE 1 16.1 OMIT O4 19 16 fr- 23. PIPING EXPOSED TO UNCONDITIONED SPACES. LVL= LAMINATED VENEER LUMBER 7c TYPICAL CAPE ELECTRICAL PLANS 01/2z/20 IE 17 OMIT 10/31/18 PFS CORPORATION J ROOF DEAD LOAD:�10'PSF -24. PLUMBING CONNECTIONS TO FIXTURES FROM MAIN MAT'L=MATERIAL' o PGLCAPE ELECTRIC PUNS 0I/22/20 -2E 17A OMIT 01/30/20 417 CENTRAL ROAD, SUITE 2 7E TYPICAL W,D STORY ELECTRCAL PLANS 01/22/20 1E 178 OMIT 01/30/20 BLOOMSBURG, PA 17815 O U) DRAIN AND_SUPPLY LINES. MAX.= MAXIMUM 7F I TYPICAL TWO STORY ELECTRICAL PLANS 01/22/20 2E 17C OMIT 01/30/20 PH. 570-784-8396 - CEILING LIVE LOAD: 10 PSF- 20 PSF 25. VENT EXTENSIONS THROUGH ROOF. MIN.= MINIMUM 7OI EEC R!cAL INFO AND oeruLS o+/13pe 3E no JWT m/3o/zo FAX 570-784-5961 L CEILING DEAD LOAD: 10 PSF 26, BATH AND DRYER EXHAUST DUCT THROUGH CEILING. ML= MICRO LAM BEAM. 7H.2 ELECTRICAL NOTES oz 10 20 1E 17E oMI* D1/3o 20 _ W TO EXTERIOR. - MPH= MILES PER HOUR - __. _ B TYPICAL RANCH ELECTRIC HEAT PLAN 1013V78 1H ,7E.1 OMIT OS 03 18 >_ W STATE APPROVAL: p 4L001 R LIVE LOAD: 40 PSF- NON SLEEPING AREAS ESA TYP1caL RANCH ELECTRIC HUT PUN 10/31/,B 1H 17F.1 akn Os 03 1d UJ C] 27. FIREPLACE,-y100D STOVE AND CHIMNEY INSTALLATION. iA/W= MICROWAVE' as TYPICAL RANCH ELECTRIC IiFAT PLAN 10/31/18 IH 18 FASTENING SCHEDULE 10124117 n 30 PSF- SLEEPING AREAS 28..APPLIANCE INSTALLA11ONS WHICH MAY INCLUDE BUT NY= NEW YORK Bc OMIT 10/31/78 1.4 IBA FASTENING SCHEDULE - 02/20/2D m FLOOR DEAD LOAD: 10 PSF ARE NOT LIMITED TOi _O.C.= ON CENTER _ 80 ever 10/31/18 H .I83 ALTERNATE INTERIOR GYPSUM FASTENING 02/20/20 _ 28.1. RANGE - OP-T.= OPTIONAL - - BE OMIT IO/31/le IH 1881 ALTERNATE INTERIOR GYPSUM FASTENING 08/20/19 } WIND SPEED: 139 Vult sF OV.IT - 10/31/18 IH IRE ALTERNATE INTERIOR GYPSUM FASTENING 10/04/19 J m 28.2. REFRIGERATOR OSB=ORIENTED STRAND BOARD > z- 28.3. WASHER AND DRYER PAN.=PANTRY eG ELECTRIC HEAT 1NFoa!JA^0Y 0/31/I8 x 8c.1 EXTERIOR FASTENING SCHEDU E 05/15/15 LOCAL WEATHER DATA SHALL BE PROVIDED IN INDIVIDUAL PERMIT. .-_ - _. __ 9 OMIT 02/06/20 INw t9 RANCH PRESCRIPTIVE BRACED'ALL PLAN 02/10/2D 4PR 28.4. WATER HEATER PE= PHOTO ELECTRIC 9A OMIT 02/06/20 IFY0 19A RANCH PRESCRIPTIVE BRACED HALL PUN SOL WOE 02/10/20 4PR SETS FOR UNITS LOCATED IN SPECIAL WIND REGIONS PLF= POUNDS PER LINEAR FOOT SIB OMIT 02/06/20 IHW iR GAPEPRESCRIPT<BRACED WALL PLAIN 02/10/20 4PR WIND EXPOSURE: D _ - - BeOMIT 02/06/20 HOT Igc Mil STORY PRESMPn4E BRACED WALL PLW 02/10/20 4PR PLYWD= PLYWOOD D i _ SECTION R313 - AN AUTOMATIC RESIDENTIAL FIRE 19E$OMIT r 02/06/20 nw 19DA BRACED WALL NOTES 02/10/20 4PR PROV'D= PROVIDED SPECIAL WIND REGIONS: SPRINKLER SYSTEM DESIGNED PER P2904 OR NFPA-13D 02/oG/2o Hw 19E SPECIAL BRACED WALL FASTENING 01/30/20 4PRW1A1D SPEEDS FOR HOMES LOCATED IN SPECIAL WIND REGIONS SHALL SHALL BE PROVIDED EITHER IN FACTORY OR ON-SITE FOR _PSF= POUNDS PER SQUARE FOOT T 02/05/20 txw19P1 ROOF TO BRACED WALL AIIALNMENT o1/3o/z0 PSI= POUNDS PER SQUARE INCH T D2/06/20 IHW 19c.1 OMIT o 29}s / 7 �I. 1 BE VERIFIED WITH THE LOCAL CODE OFFICIALALL 1 AND 2 FAMILY DWELLINGS AND TOWNHOUSES WHEN C NAN[H HVAC LA Ui Ot/30 20 3H RHs AL ERNA E BRACED WALL LIE 0D5 0 27 ifiN0d2`PVC= POLYVINYL CHLORIDE /HOME HAS A HEIGHT OF: IG S WDE RAN H FIVAC U O T 01/30/20 }H 191.1A ALTERNATE BRACED WALL METHODS 01 30 20 !NALL BRACING: 1. THREE STORIES ABOVE GRADE PLANE -" QTY=.QUANTITY IDCA CAPE HVAC LAYOUT D1/s0/z0 3H HILID BRACED WALL HOLD DOA,N REQUIREMENTS 06 19 15 vn PRESCRIPTIVE WALL BRACING IS LIMITED TO WIND SPEEDS OF LESS 2. TWO STORIES ABOVE GRADE PLANE AND A RB_= RIDGE BEAM # �F i ! OMIT 01/3D/20 ]H S U IOC THAN 140 MPH ULTIMATE DESIGN WIND SPEED IN ACCORDANCE WITH HABITABLE ATTIC REV.= REVISED OR REVISION 100 HVAC SECTIONS AND DnAILS I0/31/I8 3H 3. TWO STORIES ON AN OUT OF GRADE FOUNDATION REQ.= REQUIRED HE HVAC ISOMETRIC&NOTES 01/3D/20 3H ' gn;o-,).)rL•.-;•1 4 rn TABLE R602.10.3(1). DESIGNS FOR WIND SPEEDS OF LESS THAN 140 !OF TYPICAL HEAT LOSS CALCUL' 08/20/19 3PCD MPH EXPOSURE D SHALL BE SUBMITTED ON AN INDIVIDUAL MODEL WHERE THE FIRST STORY FINISHED FLOOR IS 6' RM=.ROOM - o RO= ROUGH OPENING !OF.! P1L FEAT W55 CALL LAP.ONS 06/20/19 3H APPROVAL BASIS. WALL LINES THAT DO NOT MEET PRESCRIPTIVE OR MORE ABOVE GRADE PLANE. IOG T PICAt PEAT LOSS CALC�IUTIONS DB/2D/t9 3H -" _'-" - W BRACED WALL REQUIREMENTS SHALL BE DESIGNED IN ACCORDANCE EXCEPTION: WHERE AN OPEN FOUNDATION IS DESIGNED IN SAN= SANITARY OH YPICA HEAT LOSS CALCULATIONS OErD/2B aa1 a I NTH ACCEPTED ENGINEERING PRACTICE. FLOOD HAZARD AREAS, THE OPEN FOUNDATION SHALL SO= SMOKE DETECTOR 101 MISCc1IANEOUs MECHANICAL NOTES 02/06/20 M 10J NJSCELUNEOUS MECHANICAL DETAILS 08/20/19 3H ^ �, NOT BE CONSIDERED A STORY SO LONG AS THAT AREA IS SECT=SECTION a TYPICAL RANCH MECDWV ANICALPLEUMBI D SCHEMATIC z 1a 1s PAL NOT USED FOR STORAGE OF COMBUSTIBLE MATERIALS. S.F.= SQUARE FOOT/FEET a TYPICAL RANCH SUPPLY PLUMBING SCHEMATIC 02/06/.0 IPL Warning:It is a v olation of the NYS Edun6on Law o m m O VO - REQUIRED COMPLIANCE SIGN SGL= SINGLE 8 OMIT 10/1019 IPU Z Z ��I���°NA������ / Article g:I for any person,unless S is acting under SHGC=SOLAR HEAT GAIN COEFFICIENT 11c OMIT 02/06/20 IPL ¢ F/RON-SITE BY THE BUILDER the direction ofessionaIEngineer,to ALL CODE.SECTION REFERENCES LASTED IN THIS PLAN SET SHTG= SHEATHING uD OMIT 2/1a/1G PAL shell]► ay. o REFERENCE THE RESIDENTIAL CODE OF NYS UNLESS INDICATED TIE OMIT 02/05/20 IPL r /V S/L= SHIP LOOSE' OTHERWISE. nF PLUMBING DETAILS 02/06/20 IPU SEISMIC DESIGN CATEGORY: 2. FOR INFORMATION NOT SHOWN OR SPECIFIED IN THIS SET OF SPF= SPRUCE PINE FIR HG PLUMBING DETAILS 06 19 15 IPL .( W .BO / FILE: DRAWINGS,PLEASE REFER TO THE DUALITY ASSURANCE MANUAL SUPP= SUPPLY I1H.1 PWMBING NOTES R/ /�O B - 0.167g ! SOB<0.33g 3. THESE DRAWINGS ARE THE PROPERTY OF THE MANUFACTURER SYP= SOUTHERN YELLOW PINE TOTAL SHEETS INCLUDED 159 AND SHALL NOT BE REPRODUCED OR COPIED WITHOUT TEMP= TEMPERATURE ��pp �V/5� 5��p(�l �(��{�p �// ENERGY TESTING AGENCY: EXPECTANT ENVIRONMENTAL SOLUTIONS LLC �. "!� SQ.FT.: AUTHORIZATION. T&G= TONGUE&GROOVE ENERGY TERM B�IIVLJ MEMO-n 3657 ALBANY POST ROAD � STATE: PRESCRIPTIVE WALL BRACING DESIGNS FOR SEISMIC DESIGN 4. THE DRAWINGS IN THIS SUBSET SHOULD NOT BE SCALED FOR TRPL= TRIPLE n � POUGHKEEPSIE,NY 12601 845-229-1437 CATEGORY REGIONS Do SHALL BE SUBMITTED ON AN INDIVIDUAL DIMENSIONAL REFERENCE.ALL DIMENSION LINES AND NOTES TRM TREATED G°3[QUJ�W�Ow�UV��o * TYPE: MODEL APPROVAL BASIS. TYP= TYPICAL SUPERSEDE ANY SUCH REFERENCE. 5. ALL NOTES WITH REFERENCE TO FIELD". SITE", "BY W= WASHER ALL MATERIALS FOR THE FOUNDATION,INCLUDING SUPPORT COLUMNS AND CONNECTIONS,FIRE PROTECTION SYSTEM(CO DETECTORS/SMOKE MODEL: SITE CLASS: D BUILDER"ARE PERTAINING TO THEE RESPONSIBILIBU TIES OF THE HE W.I.C. WALK IN CLOSET DETECTORS ETC.)(IDENTIFIED ON PLAN),ON-SITE TILE,INSULATION AND AIR SEALING OF CEILING ACCESS PANELS,EXTENSIONS OF VENTS GENERAL CONTRACTOR. THROUGH THE ROOF,FIELD INSTALLED HANDRAILS,ON-SITE ROOF CONNECTIONS LISTED ON PAGE A1.13-A1.14 OF PERMIT SET,RODENT CLIMATE ZONES: 6 6. BLOWER DOOR,TESTING SHALL BE COMPLETED BY AN APPROVED W/=WITH PROOFING,COMPLETION OF SHINGLES ON ROOF AFTER ROOF IS RAISED,GUTTERS AND DOWN SPOUTS,RIDGE VENT COMPLETION,GABLE END t78 �� FLAWING: FLOOD AREAS: - 3RD PARTY ON SITE AFTER THE COMPLETION OF THE MODULE W/D= WASHER/DRYER SIDING,SOFFIT INSTALLATION,INTERCONNECTION OF MODULAR UNITS TO EACH OTHER AND THE O.S. 15i FLOOR,INTERCONNECTION OF A 9 -T�, COVER BASE FLOOD ELEVATIONS FOR HOMES LOCATED IN FLOOD AREAS SET IN ACCORDANCE WITH ASTM E ITT OR ASTM 3 F THE IN WP= WATERPROOF WIRES,ALL SUPPLIES AND DRAINS BELOW THE FLOOR JOISTS,INSTALLATION OF ALL GAS LINES,ELECTRICAL PANEL DISCONNECT AND �yO n\��' SHEET COMPLIANCE WITH HALL 4.1.2.A WRITTEN REPORT OF THE '` FEQS 1o\W SHALL BE DETERMINED USING FEMA FLOOD MAPS AND SHALL BE SERVICE ENTRY VdRE,ON-SITE APPLIANCES,INSTALLATION OF FLOOR INSULATION,AIR LEAKAGE TESTING,INSULATED FLEX DUCT FROM CO0��77 . TESTING RESULTS,OF THE BE PROVIDED TO THE LOCAL CODE VERIFIED BY ELEVATION CERTIFICATES OR VERIFIED BY THE LOCAL OFFICIAL.A COPY OF THE TEST RESULTS SHALL ALSO BE BATHROOM FANS DIRECTLY TO THE EXTERIOR,PORCH ROOF,FURNACE/AIR HANDLER AND DUCTWORK,PORCH SLAB/POSTS,DECKS AND A SHEET: CODE OFFICIAL. MODULAR CONSTRUC1ION FIRST FLOOR HEIGHT SHALL PROVIDED TO THE MODULAR MANUFACTURER FOR THEIR FILE.SEE WATER HEATER AND INSTAI.LATiON,FOUNDATION INSULATION. Aug 14; 2023 BE NOTED TO BE .A MIN OF 2' ABOVE THE FLOOD LEVEL. PG 2 NOTE q45 FOR ADDITIONAL INFORMATION. P.E.SEAL THESE PLANS HAVE BEEN EXTRACTED FRAM APPROVEI Q N-1 7 8 2 2/J N-8 2 7 9/N Y I� L— BUILDING SYSTEMS FILED WITH THE STATE. —J __-------- -- W o (cu u 0 z > � H I Q NY CERTIFICATION FOR MODULARS E— YES X NO THE FOLLOWING ELEMENTS OF CERTIFICATION / REQUIRED BY THE MANUFACTURER TO EXCLUDE EACH HOME ARE AS FOLLOWS: O W 1)DESIGNATED ONLY FOR ERECTION ON A SITE-BUILT PERMANENT FOUNDATION F- _J 2)NOT BE SIGNED TO BE MOVED ONCE INSTALLED. W 3)BESIGNED AND MANUFACTURED TO COMPLY WITH NATIONALLY RECOGNIZED MODEL BUILDING CODE OR EQUIVALENT TO BUILDING CODES FOR ON-SITE HOUSING, OR WITH MINIMUM PROPERTY STANDARDS ADAPTED BY THE SECRETARY PURSUANT TO TITLE II OF THE NATIONAL HOUSING ACT, AND z V O 4)TO THE MANUFACTURER'S KNOWLEDGE IS NOT INTENDED TO BE USED OTHER THAN ¢ d. ON A SITE-BUILT PERMANENT FOUNDATION. co Q � � \ � M z 12 14.625 `Cry m J CL CD Q � o J LJ > Z Z} — 12 12 � ¢Z C7 Z rqU o0_ �J N� W=._J Z IF) CU (U Z N FINISHED CEILING j o(lJ zi cu U Y U U i41 I - F Q Q . . of 1, ru N ^ I } V O N (U (\L Cl I, FINISHED FLOOR - - - - - - - - - J-- J :. FINISHED GRADE _._____. ��_:.,r _...,.,.,,._._,_.-..__..,___- :__-�, W a- d IL Z I NMIT SIDING Li La Li F N 0W W.80 2 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT rv_) b IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE b 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER �89 3 4 1\ O �- A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN _ 2 �, �N NO. M1168-2022-075, MANUFACTURER'S N0. M1168, WHICH HAS NOT BEEN OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS /0 O ry p Z MODIFIED IN ANY MANNER. ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO n SS THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY NOTE: ACTUAL HOUSE MAY VARY FROM ELEVATION '�,' t, 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE DESCRIPTION OF THE ALTERATION. Aug 4� Z023 (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE � 111 THESE PLANS HAVE BEEN EXTRACTED FROM APPROVEDI UN -1 7 8 2 2/J N-8 2 7 9/N Y .\ L_ BUILDING SYSTEMS FILED WITH THE STATE. J (vJ Li o cu a_ � CD Q z U � Q E::] > LJ LLJ U D� Q Q O W I � � E:J aj <L 12 Li. 4.625 1 ` y J Gov Z o Q (h J 12 LLJ Q Z} H > �12 > Q U O d �J NZ LJ ED ` L 3 V Lr ED L ccli a 0i vZ Z Na O FINISHED CEILING Z CU _ C1 In co CU \ \ \ N n n co I I I iO \ \ _ v N N N C1 h FINISHED FLOOR �DjFINISHE➢ GRADE - -- -'--' V W W W J -- -- - - - _ e w d d z d j > j L w w w 0Y [Y ❑MIT SIDING OF N�Gjj o� W.B0R/ �0 CW y 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE _ 1 cyCS� 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THEE HE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PRDFESSIGNAL ENGINEER, TO ALTER NO.IFIED IN ANY MANNER.M1168-2022-075, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS A , MOD ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO 'IoFLC��`ONP` t<0O 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY NOTE; ACTUAL HOUSE MAY VARY FROM ELEVATION :s 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION. Aug 14, 2023 A1 , 2 THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED Q N—1 7 8 2 2/J N—8 2 7 9/N Y I\ L_ BUILDING SYSTEMS FILED WITH THE STATE_ LLJ 0 o cu CL Z co, U Q Q LLJ O J W W U Q C� ¢ W C] -i I- L o (� 00 WI V J Q �Zo ¢ CD W CL J W Z Q Z r ~ > Q z Z _. U Z O 1 p LLJ O m Ln0-1 In - " O FINISHED CEILINGQQ Z „ U U Y U Uco U - — -_ EGRESS cu III�IJI O N N \ \ \ \ cc) M n --FINISHED FLOOR J J J ¢ ¢ FINISHED GRADE L1 W W W J ] Z Q)ul J Y Y ¢ D_ > L` 1 L,jLLI ¢ O OF NFL o ❑MIT SIDING ,r\Q'P� W Bo0 e� y C c``,ll 4 g � Nye 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT h 1 IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE _ Cy CSC EDUCATION LAW FOR ANY PERSON DIRECTION OF A LICENSED PROFES,SIONAL ENGINEER, TO ALTER UNLESS ACTING UNDER THE 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM C7 A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN 08 9 3 NO. M116B-2022-075, MANUFACTURER'S NO, M1168, WHICH HAS NOT BEEN OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS /� MODIFIED IN ANY MANNER. ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY NOTE: ACTUAL HOUSE MAY VARY FROM ELEVATION L L 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE, THE DATE A SUCH ALTERATION, AND A SPECIFIC r� r� (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION. Aug 14, 2023 0* EAL k � c THESE PLANS HAVE BEEN EXTRACTS➢ FROM APPROVE, Q N-1 7 8 2 2/J N-8 2 7 9/N Y I\ L BUILDING SYSTEMS FILED WITH THE STATE J W CU a o z w O J W (� W CE Q Co l- O CU Q ` z CD -_ - - -- L- - - - - Cz -W- } }aU 00 -- — -- -- -- � Y - j o u)o L 3In -" FINISHED CLING - q �.(U EI El ------------ U EGRESS EGRESS N N N Co N N -II N cu FINISHED FLOOR H— FINISHED J GRADE i - "'' '-I U w W W J > Z -- I7 > > > L > L'i Lj L ¢ LLJ ❑MIT SIDING of NFGjj oz W .Bp�/ �O ew o hy� r+- b 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE1. THIS A SYSTEM SET OF FMH PLANSD HOME PREVIOUSLY(FMH) PLAN HAS BEEN APPROVED BY DOS,EAPPLICA FROM ON DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, RA ALTER 08 n 3 4^ �� p q` THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN J ` V C icy NO. M1168-N ANY 75, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS A,Qp w`�� MODIFIED IN ANY MANNER. ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO 'r THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY NOTE: ACTUAL HOUSE MAY VARY FROM ELEVATION FESSI� 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION. Aug 14, 2023 AL ITHE ENSE PLANS HAVE BE EXTACTEDR FROM APPROVEDI ANDERSEN 400 WINDOW/DOOR SCHEDULE Q N-17 8 2 2/J N-8 2 7 9/N Y L- BUILDING SYSTEMS FILED WITH THE STATE_J CU z �____________________ WINDOW LABEL ROUGH OPENING 'U' VALUE W Q O lti INEW YORK CODES —I G NW SY 7 M CALC'S, r ,} � :�2020 NEW YORK STATE UNIFORM FIRE PREVENTION AND ALL EXT. LOAD HEARING HDR'S, WITH SPAN OF 5'-8' AxW31 36 1/2'x36 1/2' .30 1 R-13 INSULATION INSTALLED IN UNDERSIDE ❑F STAIRS �- -U BUILDING CODE (WHICH INCORPORATES BY REFERENCE) OR LESS WILL BE (3) 2x6 SPF #2 ALL OTHERS AXW31-3 99 1/8'x36 1/2' .30 LL.. — — — — — — — d. W 2020 RESIDENTIAL CODE OF NYS WILL BE SPECIFIED. ALL REQUIRED JACK STUDS ➢HP410410 59 7/8'x60 7/8' .30 s Q 12020 ENERGY CONSERVATION CONSTRUCTION CODE OF NYSI SHOWN ARE 2.6 SPF #2. FWG6o611 72'xa3' .30 ® R-13 INSULATION INSTALLED IN BASEMENT STAIR WALLS U �. L017 NATIONAL ELECTRICAL CODE _____J ALL M/W HDR'S; WITH SPAN OF 6'-7' OR LESS WILL FWG80611 96'x83' .30 BE (4) 2.6 SPF #2 ALL OTHERS WILL BE SPECIFIED, O O J a- oo� U 0 16'-1' VAULT Co 46'-0' 41-10 1/2' 28'-0' 22-6 1/2" 15-8' 3'-8" _ SAFETY 20 1/4 q 20 va � y �_ © GLAZEDSAFET SP F —,� C!J U \ ® cn GLAZED AXW33 A❑ 2' FUTURE VENT AXW31 EGRESS® \ - 1/2 GLASS W x ------------------ --10 ---- 7'-11 3/4'\ 11'-2 3/4° vim o CD _ J`a o BATH#1 EIS ° w W q �-T.�` RAILING - Lo co co 4 ONSITE (U n Q ¢i Ln > OTHERS - N CV \\ a BEDROOM#1 3'-0' =�5 VER➢ O F-5/8' N LIKING ROOM J y 126.22 SOFT. M I- 3'DRAINR� I� VBD30 co 10.10 LIGHT REQ'D. 4a v2 f �/ W } 2-3/4'SUPP?(q \ _ 25.05 VENT REQ D.LIGHT PROV'D. P BATH 1 AND 2 _ �[ z} > } - \VAULTED CEILING` w SJUBRED T 2 6 ^0 32.56 VENT PROV'D. o AXWW31-3 v� �K �K 5'-V p 2 1 - - Z. CLO \ \ VHD30 (U J U N� U N 3' RADON VENT SH�V[$�fI➢➢R ,� CD ml _ p Y q AT� CD In 34 75 434.33 SO REQ'D, 5'-6^ (U i�neceoce \I ~' H F- S.-ND' 77.37 VENT REQ'D. • .2x6 • __ro cgi�rx�_�) N CV - OD 183.91 LIGHT PROV'D.- POINT LOAD __[uRs __ I -- -- _-_______- _-- - O C7 W 108.54 VENT PROV'D, K K V AREA INCLUDES LIVING/DINING ROOMS AND KITCHEN I BATH#2 N W Nu 15'-4 3/4° - - 'L_wD-J CLO` --- -_----._.__ _-_�_----- - ------'- 2 N C ' cz 3 N 7 (U \ O U-1 4! I ® L L ® CQ N - 2/9 21'-7" 7'-6" ccuu i t! 1 7 - W (� _ CLO Ql I\ I HALL (U ? U U Y U U Q U `VAULTED CEILING-) 6" 4 1/4" El a _ i "---- _-.. ,. ___- ._,_, ¢ ¢ ¢ ¢ Y ¢ 17'-2 1/4' N POINT LOAD; In, � . Q It NH rF 36' BAR I Ck1r T i" 2/8 2/8 ¢ -- cu cu m m (`T co � �I I xN t o CU N (U N N OD N > m IItif=N I CLO N ' \ \ \ DINING ROOM �g II_a� I I cu z e °J D_ N -3 I [ n/ O N N \ \ \ \ cO 3 'I 4'-0 w ! m m \ � KITCHEN �; a� BEDROOM#2 BEDROOM#3 .``i W Bp _J 100.10 SQ.FT. M 112.66 SQ.FT. © m lam. A\ R� O [;I LJj IJj LJj J 0 L¢�i o 8.01 LIGHT REQ'D. 9.01 LIGHT REQ'D. [ [ c- OMIT KITCHEN F�4UCETIII \ 3 o 20.92 LIGHT PVENT ROV'D. of 27.72 IC PROV'D. AXW31-3 rr^^^ �-� /�j W OL CL d Z I cU 11.76 VENT PROV'D. 13.16 VENT PROV'D. vJ C C ] L� d j \ 6'-11 1/4' 12'-0' uv L) w w w ¢ �� 3 v �O Ln 0i _- ___________ B18 DWS SB 36 B12 B18 qL� oh [L P W3640.5 w3 aa.s ,�� '-0" 11'-1" 11'-2 3/4' ® ® DATA PLATE,STATE SP EGRESS 4 L�_� EGRESS ZOO9 � N PFSLABEL LOCN. AXW3141'-10 1/2' 33'-5 6'-1 1/2' (� 16'-1' VAULT 1s'-1o' - - - - - - - - - - - - - - - - - Aug 14, 2023 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE FE DORMER IMPORTANT NOTE W EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM �q`DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER ALL FL❑❑R C❑VERINGS T❑ BE PROVIDED BY BUILDER, A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN Y C W NO. M1168-2022-075, MANUFACTURER'S NO, M1168, WHICH HAS NOT BEEN OR INTENT, IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS I THEREFORE IT IS THE BUILDERS RESP❑NSIBILITY TO I1 0 Nq� MODIFIED IN ANY MANNER, ` q ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO IDENTIFY ANY REQUIREMENTS TO APEX HOMES FOR RAISING t\t 4 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC L — D❑❑RS_CABINETS, ETC_PRI❑R TO CONSTRUCTION.— — — J 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE DESCRIPTION OF THE ALTERATION. (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE NOTES: 5. 8'-0' 1ST FLOOR CEILING HEIGHT 6, 12/12 STORAGE RAFTER ROOF SYSTEM 2 16' D.C. 2, HEAT SYSTEM ❑N—SITE BY OTHERS 7. 3, 400 SERIES WIND❑WS BY ANDERSEN 8' 1 I 4. 1ST FLOOR SQUARE FOOTAGE = 1265 SO/FT 9' EX—THESE PLANS HAVE BEEN TRACTEDFRGM APPROVE, Q N-1 7 8 2 2/J N-8 2 7 9/N Y BUILDING SYSTEMS FILED WITH THE STATE. (lJ L-------------------J z LLJ Q o (Nu J Go U Q I] :Z: O o J LL (U PROPOSED SECOND FLOOR DRAWINGS ARE TO BE USED ry (� y AS A GUIDE ONLY. BEAM SIZE IS BASED ON SUGGESTED (u PLAN SHOWN. APEX HOMES WILL NOT ASSUME ANY N 0 LIABILITY OR RESPONSIBLE FOR ALTERED CONSTRUCTION OF SECOND FLOOR LAYOUT. "t o co Q o Cu 16-0 1/2". 29-11 1/2' Q ---------------------------- z > I--------------------------- ----------------� Q tiZ114o � LL ————————————————————————— _ � �ti cV-,1 W N 0- CD C'm ti � Q � 5 1/2' Lu > _ 3' RADON VENT Q Z> F— - QZ ———————————————— -----------------NO DOORS BEYOND THIS POINT ('1 m VAULTED CEILING _ ——————————————————————————————SLOPED CEILING LINE s J N� Z �p Q Z r CU _ O U-) - -' = I ADDITIONAL VENT - Lr- PROVIDED BY BUILDER PER U p of L IRC SECTION R303 J M Z N LL O q U, �=N LOFT A _ I a N 452.49 SQ.FT. U) -- - 36.20 LIGHT REQ'D. ^ _ 18.10 VENT REWD. N >. 41.05 LIGHT PROV'D. GI 0 11.76 VENT PROV'D. 4O q U U U Y U U U I \ \ \ ' I SLOPED CEILING LINE '1) ' Q \ N N (h \ I w 1 N VAULTED CEILING—) ----------� �-------------------- i Q (U SU 6 NO DOORS BEYOND THIS POIN i, ... .._- _. _.. _:_. -IQ� W OL WQ' Lj Ld Q !Y -------------------------- so L o �� --- ---- ------------ ���Q'� R% e4 G) w N 5-0' 5-0' 16-0 1/2' 6-1 1/2' 10'-0' 13-10' o N c yy� 46-0° 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JU55MENT IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 9 [� j j 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER OOQ 3 4? A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION �. THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN NO. M1168-2022-075, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS A/QO �v MODIFIED IN ANY MANNER. ERED THE DRAWING WITH AI ALTERING ENGINEERER SHALL ALTERED BY AFFIX HIS SEAL' FOLLOWED BY ���s IO THE C 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE DESCRIPTION OF THE ALTERATION. Aug 14, 2023 (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE NOTES: 1, ANDERSEN 400 SERIES WIND❑WS 7. 6' 2. 3, 8' 4. i � 151 0• 5. r FHESE PLANEEN EXTRACTED FROM APPROVED Q N—1 7 8 8 2/J N—8 2 7 9/N Y SHAVE B L_ BUILDING SYSTEMS FILED WITH THE STATE. _J v ___________ W O CCkj U 2 CS) U �Z4 Q 0 Qo� U � � � o M o aj SIDEWALL THRUST SIDEWALL THRUST II BEAM TO ENDWALL BEAM TO ENDWALL 4 THRUST BEAM w/(26) THRUST BEAM w/(26) Q Cei M 0.131'x3' NAILS & (4) 0.131'x3' NAILS & (4) SIMPSON HGA10 SIMPSON HOA10 114 _ Q) 1 1/2-xl4- M.L. SIDEWALL THRUST BEAM U W - — — — — — — --- — — v Ell (2) 1 1/2'x9 1/4' M.L. THRUST BEAM---- IIII ------- CV 1 \ III <ZZ Ca- W (3) 1 1/2'x7 1/4' M.L. WIN➢ COLUMN F (4) 2x4 SPF 42 "� III 9 m �-----� CV ED � f' III V) J i -4 2 L` 3 III I wD 00 (:IL---J In z I L•w j CU W (4) 2x4 J SPF k2 In W (n � Vi N _ Q ¢ ¢ vY ¢ ¢ Q ¢ N � w (Ij\ N 13) 11/2'x7 1/4' M.L. (U (N\CI N(^`7 N(m") N(( VV C- WIND COLUMN (`7 I IV N ro N I I I o (U N N \ \ \ J w W W W J ¢ Z O W I�III LL\ CL V'- Ll G- af ¢ C —�(2) 1 1/2'x9 1 4' M.L THR%BFAM Itu O• ���/]� O (1) 1 l/2'x14' M.L SIDEWALL rl, B pR� 7SI➢EWALL THRUST SIDEWALL THRUST vJ 'vC BEAM TO ENDWALL BEAM TO ENDWALL 777 THRUST BEAM w/(26) THRUST BEAM w/(26) 0.131'x3- NAILS & (4) 0.131'x3' NAILS & (4) Is (� SIMPSON HGA10 SIMPSON HGA10 - O 'T❑ THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE v �1 A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER 0 8 9 3 4 NO. M1168-2022-075, MANUFACTURER'S N0. M1166, WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN O OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS A/QOf`C^^l0� THE DRAWING WITH A NOTATION ALTERED BY ' FOLLOWED BY .� -4V MODIFIED IN ANY MANNER. ALTERED, E ALTERING ER SHALL AFFIX IT !!''CJJ JJ 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE DESCRIPTION OF THE ALTERATION. Aug 1 4, 2023 (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE � 1151 � THESE PLANS HAVE BEEN EXTRACTED FROM APPROVE, UN -1 7 8 2 2/J N-8 2 7 9/N Y I\ L BUILDING SYSTEMS_FILED WITH THE STATE. _J __ W o (v W 2 w U 0 V) (� V w � Q = O `p a I � o (� 00 o cv w `I ---------------- QcjQ, q L� —————————————————————————— I �co o co C J W >- J Q Z} — Q ------------------------------ J J WT, (3) 1 1/2'x7 1/4' M.L. - (4) 2" �i J N WIND COLUMN SPF #2 --------------------------- -- - (] �o �_ �- J (3) 1 1/2'x9 1/4' M.L. UO U7 0 N'o- - O _U (2) 1 1/2'X24' (7) 2.4 ____=---(2) 1 1/2'X24' M.L---- -—-—- ' SPF #2 (4) 2.4 (3) 1 1/2'x9 1/4' M.L. SPF #2 a �cu <3) 1 1/2'x7 1/4- M.L. ---------- i� (1 ! _ �7 ',\ \ N N (� WIND COLUMN ----- q \ \ \ \ ----------Ji ——————— N N J J J J ¢ Q CL L` a- > LLI L Q a ————————————————— \A W B ———————————————————————- GO 'T❑ THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT = 1 IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE \ W W CSO EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM 08 9 3 4 2 �� DIRECTION ❑F A LICENSED PROFESSIONAL ENGINEER, T❑ ALTER O O A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION THE DRAWINGS IN ANY WAY T❑ CHANGE THE STRUCTURAL DESIGN C W MODIFNo IED IN D ANY 7 MANNER. DR NO. M1168, WHICH HAS NOT BEEN ❑R INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS SJ IO�v O O ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO //'' 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY A q 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE, THE DATE SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. Aug 14, 2023 (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE I 11 I �J I THESE PLANS HAVE BEEN EXTRACTED FROM APPROVE➢( UN -1 7 8 2 2/J N-8 2 7 9/N Y L_ BUILDING SYSTEMS FILED W[TH THE STATE. _J PANEL BOX (J/ CRT HRK VOLT WIRE TYPE TYPE VIRE VOLT HRK CRT 1 O N REFRIGERATOR 1 20A 120 12-2 AFCI AFCI 12-2 120 20A 2 SNALL APPLIANCE L(� Q oi RANGE 3 40A 240 B-3 AFCI 12-2 I2C 20A 4 SNALL APPLIANCE LJ- _j 00 5 AFCI 14-2 I20 15A 6 GENERAL LIGHTINL DISH VASHER 7 20A 120 12-2 AFCI AFCI 14-2 120 I5A B GENERAL LIGHTING / l� Q VASHER 9 20A 120 12-2 AFC! AFCI 14-2 120 15A 10 GENERAL LIGHTING U EL DRYER 11 30A 240 10-3 AFCI 14-2 I20 ISA 12 GENERAL LIGHi1NG 13 AFCI 14-2 120 15A 14 BATH Ul U EXTERIOR GFI ]5 20A 120 12-2 AFCI AFCI 14-2 120 ISA 16 GENERAL LIGHTING LLJ EXTERIOR GFI 17 20A 12. 12-2 AFCI AFCI 14-2 120 15A 18 GENERAL LIGHIINL O 19 AFCI 12-2 120 20A 20 CAPE GFI IJI 23 AFCI 12-2 120 20A 22 CAPE LLI J 23 AFCI 12-2 120 20A 24 CAPE r^ LJ 25 26 V I 29 30 LL. U Eil 31 32 0 DRYER VENT TO RUN INTO _ ____ 33 34 FLOOR AND W/ 4' DUCT AND rNOTE� BATH/FAN EXHAUST VENT C41 35 36 a v) TERMINATE AT EXTERIOR ITO RUN UP INTO CEILING AND 37 3a PERIMETER BANDS TO BE (TERMINATE. FLEX DUCT TO BE RAN ' 39 40 1 FINISHED ON-SITE HY OTHERS OUT ROOF ON-SITE BY OTHERS 41 42 L_�_,___�_____J 43 qq 47 48 O - ,I 49 50 2: N O OMIT 1 51 1 1 1 sz Q V FIXTURE 1 53 1 1 1 1 as4 \ M XL GFI WP G I I T a00 I ELEC DROPS V U O ————————————————— ---------I LJ I 16 W/ 8' COILS II I PANEL BOX ~ wwe O o _J , • , LOCATED IN FN 1 ——————— I BASEMENT Q �s I� I ------- J ^ o OMIT CV i 14 I BOX AND BLOCK r r——— N FIXTUR $ FDR PADDLE FAN - i BOX AND BLOCK B I 1 > 1 FOR PADDLE FAN OF ———— Q Q z Z �-------J -- I O: , 12-2 - - - _J �1= GF •I - 2��20 A q C] pp Q.. OMIT "--------------------- \� i� I 120 FIXTURE %L �i_— H IN CEILING i$,� 22�\ F RADON PUMP �/ �� , 24 r20 A E I—F— L7 ?M - - I Ew ---� 12 �3 12ov ¢ D L 3 I� ® ® ------- C) u)o L 1 o I GFI I v/13 I GFI .4 � " W LL L —————————————————_m I (� S F U N a1 F__I I I w9 1 15 2 N d I F-� L— L J �U1 L_ 0 F I �F)I --- - I ————— ELEC DROPS I I OMIT r------------- ---- W/ 22' COILS DID) 1 FIXTURE PE lz 6 i i 1 U _ J 10 __ -----' ----- - 4 27' fT I- OMIT AS FIXTURE %L Jam, GFI I 1 GFI( I F I , r 1 " '1 i - - V N \ \ N N N nl L I 1 JBOX IN FLR I 1 i..1,: 1 -', �' v n f� W —J YF FOR BSMT SD °CAE (U OMIT T , — 8NN M r r 00 FIXTURE XTURE I I 1 I II I /1 cFI o---J O LLJ�J J Ld _JJ� ; ¢ BOX AND BLOCK BOX AND BLOCK Q W 0_ O_ d Z 2 3/J FOR PADDLE FAN FOR PADDLE FAN co III d IL I1 ¢ Q 17 T 1 I GFI QF N\"Y VP CT 4 7Dv 2 -_ GFI UGF'IT SB GFI GFI 1 GF CT GFI \ VT1 BO NOTES RANGE EXHAUST VENT (6') TO vJ \W q RUN UP INTO CEILING AND TERMINATE. FLEX DUCT TO BE RAN w OUT ROOF ON-SITE BY OTHERS I O C 'T❑ THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT = g 1 IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE Ey U A 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE - Q 2 A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION DRAWINGS IN LICENSED PROFEHSIONAL ANGE THE STRUCTURAL TO ALTER TERGN 89 3 4 " ,w` NO. M1168-2022-075, MANUFACTURER'S N0. M1168, WHICH HAS N07 BEEN OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS ~'rOFCec IO� 0 ry Q MODIFIED IN ANY MANNER. 1Js p THEALTEDRAWINGE WITH AINNOTATION ER SHAALTERED ED BY X' FOLLOWED S SEAL BYBY 0 y 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER HIS SIGNATURE, THE ALTERATION.THE DATE OF SUCH ALTERATION, AND A SPECIFIC ( OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE Aug 1 4, 2023 (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF NOTES: 1. ALL LIVING SPACES ARE ARC-FAULT PROTECTED C❑MBINATI❑N TYPE 2. SEE 2017 NEC NOTE 3. 4. 1 X � F17ES7 PLANS HAVE HEEN EXTRACTE➢ FROM APPROV- Q N-1 7 8 2 2/J N-8 2 7 9/N Y I` L_ 21 IL➢ING SYSTEMS FILED WITH THE STATE. _J v LLJ C zco GENERAL NOTES 2020 RESIDENTIAL CODE OF NY NOTES ELECTRICAL NOTES Q w � W �'z ¢ 1, GASKET OR WEATHERSTRIPPING AND 1. WIND❑W EGRESS REQUIREMENTS 2017 NEC NOTES :2: INSULATION, EQUIVALENT TO THE MEET 2020 RESIDENTIAL CODE OF 1. ALL LIGHT BOXES MUST BE RATED TO SUPPORT 50# FOR NON-PADDLE FANS AND INSULATI❑N ON THE SURROUNDING NY STATE, SECTION R310A 70# FOR PADDLE FAN BOXES. SURFACES, IS TO BE INSTALLED UPON 2. VISUAL INSPECTI❑N OF THE 2, TAMPER RESISTANT ( T.R. ) RECEPTACLES REQUIRED THRU-OUT THE ENTIRE C❑MPLETI❑N OF THE SET-UP OF THE INSULATION INSTALLATI❑N WILL HOME, UNLESS NOTED OTHERWISE ON THE PLAN, U w HOME AT CEILING ACCESS PANELS AND BE DOCUMENTED BY THE APEX QC 3, ALL BALC❑NIES, DECKS AND PORCHES ACCESSIBLE FROM INSIDE THE DWELLING a / OR PULL DOWN STAIRS ON SITE BY DEPARTMENT. UNIT ARE REQUIRED TO HAVE ONE WATERPROOF ( W.P. ) T.R. GFI RECEPTACLE W OTHERS, 3, BUILDER TO INSTALL A FRESH WITHIN THE PERIMETER OF THE BALCONY, DECK OR PORCH. 2. DRYER VENT DUCT SHALL TERMINATE AIR INTAKE FROM THE ❑N-SITE 4, 1 & 2 FAMILY DWELLINGS ARE REQUIRED T❑ BE PR❑VIDED WITH ONE W,P, T.R. V) 0 ON AN OUTSIDE WALL OF A BUILDING FORCED AIR SYSTEM TO MEET GFI RECEPTACLE ACCESSIBLE WHILE STANDING AT GRADE LEVEL LOCATED A MAX. Z y NOT LESS THAN 3'-0' IN ANY THE REQUIREMENTS OF Q OF 6'-6" ABOVE GRADE AT THE FRONT AND REAR OF EACH DWELLING UNIT. DIRECTI❑N FROM ANY ❑PENING INT❑ M1505,4,3(1), \ 5, THE GR❑UNDING CIRCUIT CONDUCTOR FOR THE CONTROLLED LIGHTING CIRCUIT THE BUILDING AND MUST BE EQUIPPED 4, H❑T WATER PIPE INSULATION Z ; SHALL BE INSTALLED IN SHALL BE PR❑VIDED AT THE L❑CATION WHERE SWITCHES C❑NTR❑LLING LIGHTING Q ,j�o _LL WITH A BACKDRAFT DAMPER, y LOADS THAT ARE SUPPLIED BY A GROUNDED GENERAL PURPOSE BRANCH CIRCUIT Z :� a Oa- 3, TUB / SHOWER CONTROL VALVES TO ACCORDANCE W/ SECT. N1103,4,2 ti CD ❑F THE 2020 RESIDENTIAL CODE FOR OTHER THAN THE FOLLOWING: wwQ o o HAVE A HIGH EM P LIMIT SET A OF NY STATE A, WHERE CONDUCTORS ENTER THE BOX ENCL❑SING THE SWITCH THROUGH A - Q �c� `' LIMIT WATER TEMPERATURE T❑ A 5, EXTERIOR WALL FIRE RATING RACEWAY, PR❑VIDED THAT THE RACEWAY IS LARGE ENOUGH FOR ALL C-ONDUCTORS, MAXIMUM ❑F 120° F C49°C), AND REQUIRED FIRE SEPARATION INCLUDING A GROUNDED CONDUCTOR. 4, THE BASEMENT AND / OR ATTIC DOOR DISTANCES MEET THE B. WHERE THE -BOX ENCL❑SING THE SWITCH IS ACCESSIBLE FOR THE INSTALLATI❑N D MUST HAVE WEATHERSTRIPPING AND A REQUIREMENTS PER THE 2020 OF AN ADDITI❑NAL OR REPLACEMENT CABLE WITHOUT REMOVING FINI-SH MATERIALS Q z r �- azz SWEEP PR❑VIDED AND INSTALLED RESIDENTIAL CODE OF NY STATE C, WHERE SNAP SWITCHES WITH INTEGRAL ENCLOSURES COMPLY WITH 300,15 (E) P� � =:, w ON-SITE BY OTHERS. TABLE 302,1(1) & (2) ca 0 o n 6, BUILDER T❑ PRQVIDE AND D WHERE A SNITCH DOES NOT SERVE A HABITABLE ROOM ❑R BATHROOM } s 5, ADD BLOCKING IN WALLS ON ALL ENDS �— OF CABINET RUNS FOR BASE, WALL, E. WHERE MULTIPLE SWITCH L❑CATI❑NS CONTROL THE SAME LIGHTING LOAD SUCH z cz LL'= Y INSTALL HIGH-EFFICACY LAMPS w= q � 2� TALL AND VANITY CABINETS TO PULL THAT THE ENTIRE FLOOR AREA OF THE ROOM OR SPACE IS VISIBLE FROM THE IN 90% ❑F PERMANENTLY e SIDE OF CABINETS TIGHI TO THE INSTALLED LIGHTING FIXTURES SINGLE OR COMBINED SWITCH L❑CATIONS U-) (- cu v F. WHERE'LIGHTING IN THE AREA IS CONTROLLED BY AUT❑MATIC MEANS a WALL. ❑N-SITE PER SECTION N1104,1, — 7, ALL WIND❑WS WITH ❑PENINGS G. WHERE A SWITCH CONTROLS A RECEPTACLE LOADS N� WHICH OPEN 4 INCHES OR 6, ALL 15 AND 20 AMPERE 125 AND 250 VOLT RECEPTACLES INSTALLED IN A WET _ o N GREATER, ARE 72 INCHES ABOVE L❑CATI❑N STILL MUST HAVE AN ENCLOSURE AND COVERS THAT ARE WEATHERPROOF Ica THE FINISHED GRADE OR WHETHER AN ATTACHMENT PLUG CAP IS INSERTED OR NOT, ALL ENCLOSURES AND SURFACE BELOW AND THE COVERS INSTALLED IN WET L❑CATIONS MUST BE LISTED AS 'EXTRA DUTY" LOWEST PART OF THE CLEAR 7, A LUMINARIES WEIGHING MORE THAN 50 LBS, SHALL BE SUPPORTED Y L Q ❑PENING IS LESS THAN 24 INDEPENDENTLY OF THE OUTLET BOX, UNLESS IT IS LISTED AND MARKED FOR THE a INCHES ABOVE- THE FINISHED MAXIMUM WEIGHT TO BE SUPPORTED. (`7 Cl FLOOR, WILL REQUIRE WIND❑W 8, ALL 120 VOLT, SINGLE-PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING N cu GUARDS PER 2020 RESIDENTIAL OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, CODE OF NY STATE SECTI❑NS DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS BEDROOMS, SUN ROOMS Q N WILL BE PROVIDED AND, THE WINDOW GUARDS RECREATI❑N ROOMS CLOSETS, HALLWAYS, LAUNDRY AREA, OR SIMILAR ROOMS OR WILL AREAS SHALL BE PROTECTED BY A LISTED C❑MBINATI❑N-TYPE ARC-FAULT CIRCUIT _J J -I INSTALLED ❑N-SITE BY OTHERS. w Ld Lj W ¢ � INTERRUPTER INSTALLED TO PR❑VIDE PR❑TECTI❑N OF THE ENTIRE BRANCH CIRCUIT, _J m a x Z 9. ALL BATHROOM RECEPTACLES, LAUNDRY RECEPTACLES, EXTERI❑R RECEPTACLES > > a AND ALL RECEPTACLES SERVING KITCHEN C❑UNTERT❑PS, THE DISHWASHER CIRCUIT � � 0 OR RECEPTACLES THAT ARE WITH IN 6'-0' OF THE ❑UTSIDE EDGE OF THE KITCHEN SINK INCLUDING RECEPTACLES UNDER THE SINK OR IN CABINETS ARE REQUIRED TO BE GFI PROTECTED. �w y Fg q �N 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE _ �/ 0 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE ---_---'-- BOjQ �I h A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER - tt� Q` / O �1 0 4 NO. M1168-2022-075, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN _ - 1 ^ "!� 4 V MODIFIED IN ANY MANNER. OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS I -------------- --- G) ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO s 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC _ (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION. - - - -_ - - - A 89342' R�FESSION� Aug 14, 2023 1 :1 QN-17822/JN-8279/NY (THESE PLANS HAVE BEEN EXTRACTED FROM APPROVE, (lJ L_ BUILDING SYSTEMS FILED WITH THE STATE J f W o cu {f' -��— _ ����� _ tiedown Pert/—Gamer u ^__ Sheathing. � � pU Summary; -- fastener EdaeS acing force -- Se ment Connection'* "cc Erdwa111-3c .131nad _ 2'OC 6151lb S NO 20 U � Q Endwa111.2:DOUBIESIDeD .]31nai1 3'OC 8021lb S NO End'walll•3: .131mil 2'OC 6310lb S NO I 30 Sidewall l-A_ .p t lb P NO 4'"OC OC I 2 3089 lb P NO �_ fi0 O Sidewall 1•B: .131 mil G 889 — 60 All Chord Splices use 112 .131 nails each side of cachtop plate splice 1 '6"oc.131 nails fromsvdewall to endwall where both walls have tiedown xthe comer,then the sidewall istrensfered '2"acfastenerspadng requires double studs and staggered fasteners at panel seams. 1 1 D '�C 2 M T 46'-0' o CU 9'-6 5/16' 3'-9' 7'-7 13/16' Q 0 SIMPSON SIMPSON { SIMPSON .m STHD14RJ STHD14RJ STHDI4RJ (3083#> (5385#) (3083#) A z _ ;zo SIMPSON------------------------- VJ •OB J �q V CD I - N HDUB L ------- STRAP FOR (80219 TO SHEAR JOIST) CV - i LO W ?- 1 WALL LINE 2 SHEAR JOISTS --- BLOCK AT(32'1 D.C. FOR 124 J BAYS. Z-� C3 FOUNDATION FOR 5385# _ ATTACH EACH END TO- _ _ L�U - }�l U O i O - - - U L-J N.Z SIMPSON E3 to _ (6310# UU a a ® ------- CV ¢o - o inW ti . ¢o I I ¢� U a cU� � cy�' IL I I 8 n NO(/) - I W I 8 V) N� rr� v STRAP FOR (8021# L— D_J - - W - q Ln zo 1-1 TO SHEAR JOIST) O of - - - STRAP ACROSS FOR 00 - - N 5515# (SIMPSON CMST14) I � - 5385# FROM SHEAR JOIST TO FOUNDATION Q u Ny U ¢ Y U I U q SIMPSO N -- (6HDU8 O� NEB N N m m m m (h l � W.13 V N CU n A VQU , -T � III\ G w w w J > z a- z a ON A 89 3 4 2 ' lz NI HDUB- R�FESS 10�`�' o B Aug 14, 2023 - y 6'-11 7/16" 4'-1 3/4" 11-4 13/16' 5'-10 5/8' SIMPSON SIMPSON STHD14RJ - N STHD14RJ (2889#)ag 28 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIINAL JUDGMENT IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE * h 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM ZS a Q A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, RA ALTER q THE DRAWINGS IN ANY WAY T❑ CHANGE THE STRUCTURAL DESIGN k NO. M1168-2022-075, MANUFACTURER'S N0. M1166, WHICH HAS N07 BEEN -7 - 'V MODIFIED IN ANY MANNER. OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO 2. HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY n c Y 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE i (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION. 8118 THESE PLANS HAVE BEEN EXTRACTEDFRO M APPROVEDI Q N—1 7 8 2 2/J N—8 2 7 9/N Y L- BUILDING SYSTEMS FILE➢ WITH THE STATE. --J (u ----------------- W oOU W � m Q z w � U � z 0 ED H Z � � o � Q � U z q � CoL� o 46'-0' W C 16-3 1/4' SIMPsoN 6-10 7/16' :57: 7'-3 15/16' STHD14RJ SIMPSON SIMPSON - (3083#) Q V M STHD14RJ STHDI4RJ 1-1 h F- -----....... aDea#)_-------- -------------------------------------- - z > I U U O _ � HIMPDU8 ON 940 T.L. CPLF) I ~ O V G CD I I Q 5 3/41 I w r L_ �_J i _ b Q a z z tqU. o0- �-J I L----J s1MPson 13 N S I I I HDU8 4' .0, LJ= J I L----� Z29�9' (6310#) cu� �16'-3' 768 T.L. CPLF) L----J 0 T.L. (PLF) I J -D Z 6'- ' 6'-0' 6'-0' 6'-0' o v ----- I - - 2 - I F----I F- -I r- -1 r----I to cu (u I L-_J L J _-J __J L--J L--J I I 19,2680 I 5385# FROM SHEAR POINT JO IST TO FOUNDATION LOAD I CONC, FOOTER I I ¢ ¢ 2 W/ STEEL COLUMN I q SIMPso © \ \ \ N C I 4) 2x10 SYP #1 FLOOR GIRDER _ (6310#)1 -- �` \ \ \W co cm, (u cu 18-1' O.C. MAX. FLOOR LOAD ONLY ' I Q \ a m ^ \ o �6'-3° O.C. MAX. TOTAL LOAD N \ \ \ m e® m ra M 5 3/41 I rp- INT LOADS SHOWN ARE IN� I I \ J J I LDITION TO UNIFORM LOADING, I w w w w I _ _ — _ z L I TALL SPLICES MUST FALL OVER I o -..--._.._.-_-._ _ - .- _ ._,._,�. .-, cz \ I LOLLY COLUMNS I I 0- 1 J a- I I � Of K �p �D SIMPSON \ I (6 68 N 8" MINIMUM CONCRETE WALLS I I L 9 --------------------------- - T.L. CPLF)----- ----- I QF FL oo W.ep w� v LL------------ ------------------------------------------------------------------A-1 4Q•� ���, 0- 7-3 15/16° 1 1/2' SIMPSON SIMPSON STHD14RJ STHD14RJ (2889#) (2889#) 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE = y " 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE r,,� aQ. A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER OD 8 4 2 NO. A M1168-2022-075, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL ➢ESIGN C \ 1 V(tl OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS 3 MODIFIED IN ANY MANNER, ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO FDUNDATI❑N DRAWINGS ARE TO BE USED AS A GUIDE �. THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY R�FESS I t C 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE ONLY. APEX HOMES WILL NOT ACCEPT ANY LIABILITY OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE DESCRIPTION OF THE ALTERATION, OR RESPONSIBILITY FOR INCORRECT F❑UNDATION& Aug 14, 2023 ":"j ( NOTES: 6, MAX ANCHOR BOLT SPACING: 6'-0" O.C. (4'-0' D.C. MAX IN AREAS WHERE WIND VELOCITY 1. - IS 2 OR EXCEEDS 100 MPH) 2, PERIMETER RAIL ATTACHED TO SILL WITH 16d NAILS AT 6" D.C. 7, WINDOWS OR VENTS (INSTALLED BY OTHERS) ARE REQUIRED TO PROVIDE 1/150 OF FLOOR 3, PIER F❑OTINGS BASED UPON 2000 PSF ALLOWABLE SOIL BEARING PRESSURE AREA AS FREE VENTILATI❑N AND SHALL BE LOCATED AS CLOSE TO CORNERS AS P❑SSIBLE 4, CONCRETE C❑MPRESSIVE STRENGTH: 2500 PSI 1 5, M OR S TYPE MORTAR TO BE USED 1 THESE PLANS HAVE BEEN EXTRACTED FRDM APPROVED, _ Q N-1 7 8 2 2/J N-8 2 7 9/N Y �\ L- BUILDING SYSTEMS FILED WITH THE STATE. -J (U _________________ W o0i ai W z of Q V U �Z4 Q NOTE: VENT THRU ROOF 30 YR. FIBERGLASS SHINGLE �-- U 3' MIN. CONNECTION TO BE 15# ROOF FELT PAPER VENT STACK COMPLETED IN FIELD CONTINUOUS RIDGE VENT C BY BLDR/CONTRACTOR (END PLUGS AND CONNECTORS INCLUDED) 7/16' OSB ROOF SHTG, W 0 � MAINTAIN 2' AIRFLOW 0 cU INSULATION BAFFLE -� P PER EAVES FLASHING STRIP OF MINERAL O q WATER TIGH MAINTAIN A AIRFILOWRORDM R-38 FIBERGLASS SURFACED ROLL ROOF TO EXTEND TO WATER TIGHT— PLUMBING VENT THRU ROOF A POINT 24' MIN, INSIDE THE INTERIOR !� INSULAT IDN TD 12 INSULATION WITH VAPOR WALL LINE ( ICE SHEILD ) TOP CHDRD BARRIER -- 12 _ R-30FIBERGLASS 5/8' COMP. DRIP EDGE U U O L R-30 FIBERGLASS INSULATION WITH 2-2x6 TOP PLATES STRIP (ENTIRE ROOF PERIMETER) C7'�[y W -4 d CD STACK TO EXTEND CONTINUOUS VAPOR HARRIER INSULATION CALL EXTERIOR WALLS) '� E. INSULATION WITH VAPOR SPF#2 - 2x6 SUB-FASCIA W q V 1 C) 12° MIN. BELOW ROOF BARRIER SHEATHING BEHIND 3-2x6 HDR LINE AND BE WATER KNEEWALL FOR AIR WITH SOLID 1/2' ALUMINUM FASCIA Q �'NOTE BARRIER ON-SITE BY PLYWOOD FILLER TIGHT THRU ROOF NO REDUCERS ALLOWED j� BUILD EVENT COMPRESSION OTHERS ON STACK WITHIN 12' / OF AND ADD IBARRIER THE 1 NSULATON f OF UNDERSIDE OF ROOF PERFORATED VINYL SOFFIT J R-21 WATER RESISTANT (TYPICAL ALL EAVE OVERHANGS) R-21 FIBERGLASS INSULATION WITH BARRIER z > INSULATION WITH VAPOR BARRIER 7/16' OSB Q Q} Z ( VAPOR BARRIER SHEATHING � Jz � W= - 2x6 �_Q 0 .. BLOCK UNDER KNEEWALL - SPF #2 AT CL J N (ON-SITE BY OTHERS) 24' D.C. '.� Lvv O `z , - - - EXT. SIDING - LW= J Z 4/4 VINYL e LL 's SPF#2 5/8' GYP. BOARD -- - G �p Ll --_- DBL. 2x4 N 0i D W TOP PLATE D o v UNIT TO UNIT CONNECTION: 1/2' GYP, BOARD 1/2' BOLTS WITH - WASHERS AT 96' O.C. 2x4 STUD INSTALLED IN FIELD OR ti O CLJ 0 1/2' LAGS AT 84' O.C. SPF #2 AT INSTALLED IN FIELD q- ) CD 16' O.C. SPF#2 q 2.6 STUDS U UY U U q I IEEE 10'CONCRETE MASONRY UNITS 2x4 BOTTOM PLATE Sp e ¢ ¢ BIG POURED CONCRETE WALLS B• 2x6 BOTTOM PLATE EXT. SHEATHING C 112 LDURSE) SPF#2 7/16' O.S.B. (STD.) q 5/ BY APEX - &222— - —- _ - - N N J V \ \ (U (U (U (U PARGING COVERED BY BUILDER 2x10 JOISTS AT l6' O.C. \ \ \ \ WITH BITUMINOUS UNIT TO UNIT CONNECTION: - _____--___._.—____ _-_. .. e (U (^lJ � W_ I COAT co BELOWOV 12'EXPANSION 1/2' BOLTS WITH - -- q \ \ \ \ \ \ UmNr PERIMETERS TO SILL PLATE; WASHERS AT 48' O.C. - - �.- cU cU N \ 16d NAILS @ 6' O.C. INSTALLED IN FIELD OR 4•PERFORATED BRAIN 1/2' LAGS AT 42' D.C. - R-30 FIBERGLASS INSULATION TH VAPOR BARRIER _ AROUND FOOTING MIN.4'POURED INSTALLED IN FIELD PERIMETER CONCRETE SLAB �_ IN 4'2H 2x8 PRESSURE TREATED J STONE RED _ SILL PLATE -I J J 0 8 MINIMUM 6 MIL POLY VAPOR o o -- - w W W W J HARRSER OVER 4'2B STONE BED o BASEMENT FOUNDATION WALL ?? J 'l U J ¢ p ON-SITE BY BLDR. SEE FOUN➢ATION DETAILS _ w z d' I CL MIN.20•x lo•CONTINupus BASEMENT STAIRS ARE DESIGNED 8' FIBERGLASS L7 LL d ConERErE D.T BASED ON 12 COURSE BASEMENT WALL 3 1/2' DIA. PIPE COLUMN FOR BASEMENT FOUNDATIONS SILL SEALER > > d WITH FLOOR POURED ONTO FTGS OR 16'x16' BLOCK PIER FOR CRAWL SPACE FOUNDATION W Ld W -- - - AS SHOWN, IT SHALL BE THE RESPONSIBILITY (ON-SITE BY BUILDER) _ SOLID BLOCK 1 ALL FOOTINGS SHALL BEAR OF THE BUIL➢ER TO INFORM APEX HOMES - (TOP COURSE) - ----- -----_ --- ON SOUND.UNDISTURBED VIRGIN IF THIS APPLICATION IS DEVIATED FROM. -' EARTH AND SWILL BE INSTALLED 4' POURED CONCRETE FLOOR - BELOW LOCAL FROST LINE. V DESIGN BEARING CAPACITY CONCRETE FTG. PADS g y OF SOIL IS 2000 PSI SEE INDIVIDUAL FOUNDATION 1/2' DIA. 15' EMBEDMENT ANCHOR BOLTS PLANS FOR SIZE AND LOCATIONS 12' MIN. FROM EACH CORNER AND 6'-0' O.C. MAX (4'-0' O.C. MAX. IN AREAS WHERE WIND VELOCITY 0 IY IS @ OR EXCEEDS 100 MPH N, Q ry�4 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE O F NFL ry o EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM a\. A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER \ W B�R p�rq THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN tom` NO. M1168-2022-075, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN `- O v 44 MODIFIED IN ANY MANNER. OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS /L O q ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO (� 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY 4 5 OF NEW YGRK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC 7C (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION. OD � a�\ V9342' �i AR�FESS 10�`��' Aug 14, 2023 0 1 , 1 O I�THESE PLANS HAVE BEEN EXTRACTED FROM APPROVE, Q N—1 7 8 2 2/J N—8 2 7 9/N Y L— BUILDING SYSTEMS FILED WITH THE STATE. J (U a zcc) Q V U �zl Q 0 I--- VAULTED CEILING ENDWALL VAULTED CEILING INTERIOR W � e E y co E:l y II 1 J o Q U \ R-38 FIBERGLASS INSULATION R-38 FIBERGLASS INSULATION z w/VAPOR BARRIER w/VAPOR BARRIER Q j Z�o (2) (2) ( cVy al SIMPSON SIMPSON J 4 U CSI4 ` CD CSI4 Q � UJ z Q r - > ¢zz Pa J o Z= S IMPSON J N , (3) SIMPSON _ HE O Y q Q� A23 EACH SI➢E (3) SIMPSON - II "- - LJ 2 —� �.co - CS16 STRAPS J a•--. t __` o Ln ED L, N cd Na_ 3 j N 2 v n w v v) `y- U U Y U U Q U I - 131 SIMPSON (3) SIMPSON C A23 EACH SIDE A23 EACH SIDE _ \ \ \ N n Q \ \ \ \ \ \ \ J J J w � W W J W J ¢ Z f u J Q >O D- .i ._ .. a O� OW.ep�� o �g� h 'T❑ THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT = G O IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER 08 9 3 4 2' �, w THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN NO. I68-2022-075, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS A Q NTHE DRA 4 MODIFIED IN ANY MANNER. ALTERED IT GE WIT E IING ENGINEEON R ASHALL LTERED BY FFIX•HIS SEAL DT BY R�FESS IO� n Y 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE DESCRIPTION ❑ THE ALTERATION. Aug 4) ZOZ3 (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE Allo 1 ON-17822/JN-8279/NY ` THESE PLANS HAVE BEEN EXTRACTED FROM APPROVE, L— BUILDING SYSTEMS FILED WITH THE STATE. —J 1, PIPING SUPPORT; DWV 4'-0' D.C. VER. / 3'-0' O.C. HOR. LiZ cu 2. TEMPERATURE LIMITING DEVICE TO BE INSTALLED ON ALL LAVATORIES, TUBS AND SHOWERS. Q 1 Q 3. EACH FIXTURE SUPPLY RISER FITTED WITH SHUTOFF VALVE U r� 4. WATER LINE SIZED BASED ON 30 PSI AND 80' MAX DEVELOPED LENGTH 5. USE REMOVABLE TRAPS UNDER ALL SINKS TO SERVE AS CLEANOUTS 6. ALL SUPPLY AND DRAIN LINES BELOW THE FLOOR ARE SUPPLIED AND EJ INSTALLED ON SITE BY OTHERS ~ 8. WATER HEATER PROVIDED AND INSTALLED ❑N-SITE BY OTHERS. WATER HEATER DISCHARGE SHALL BE IN A NON-HAZARDOUS LOCATION U r INDICATES DRAIN a Q _ _ _ o ALL DWV & SUPPLY LINES — INDICATES VENT BELOW THE FLOOR SHOWN ARE I _ INDICATES DWV PLUMBING ❑N-SITE BY OTHERS / c w d o IT❑ BE SIZED BY THE ❑N-SITE 3/4 / / I= w (� co CONTRACTOR & APPROVED BY I / / IQ a 0 HE LOCAL BUILDING INSPECTOR L 3/4 3 F U \ LAVcJ`l z o Q \ 1 3/4 / \ \ \ 1/2 1/2 [i)O v > O \ LAV �7 iu I Q \ \/ LAV /3/4 \ 1/2 h` 3- VENT OR y / \ /1/2 \j THRaI ROOOUGH Z I,- / LAV u �/ \ �/ CL/ J WC � � / \ SUPPLIES Ld} F} ca I / \ T❑ 2ND FLR Q / I WC \ 3/4 Q Z = U= J / M SHOWER \3/4 }q 0 0 4 y 3 / SHOWER i I 3/4 � \ /3/4 3/4 \ m I SJHOWER /3/4 3/4 \ SHOWER LL � TO\ a WC / \1/2i ire Z v N 3/4 N \ \ in SFwF\ \ \ 3/4 J N WASHER \ \ WC \ \ WASHER 112 / \ vz C N N OU N C7 N m (U \ 3/4 COLD WATER SUPPLY C \ N OU m n HOT WATER SUPPLY: ; of N c\u M - 3/4 ` ICE MAKER \ \ J ¢ KIT. SINK' \ \a _ Q w d oe cz z 0 DW 1/2 3/4 -- w \ \ - --- -- - -- - - w w 1>j Q > / /� OF NFL o� KITCHEN SINK / / E� W 8�'r 0, 4 y 1/2 DW / C '� ;W Q Q 'T❑ THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT 1 IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE1. ✓ = W V V O ,SIONAL ENGINEER, T❑ ALTER j a THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM A DIRECTION OF A LICENSED PROFEEDUCATION LAW FOR ANY PERSON S UNLESS ACTING UNDER THE O8 �� A SYSTEM SET ❑F FMH PLANS PREVIOUSLY A g 3 4 2'THE DRAWINGS PPROVED BY ➢OS, APPLICATION IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN NO. M1168-2022-075, MANUFACTURER'S NO. M1166, WHICH HAS NOT BEEN OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS A V� MODIFIED IN ANY MANNER. ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL T❑ O w C 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY ROFE�S 1�� A S 4 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION. Aug 14, 2023 � 1 � 11 " r UN-17822/JN-8279/NY nJ cu w oN a- w zco Q w U ¢ Q O cu ATTACH RAIL TO TOP CHORD w/(2) 0.131'x3' NAILS ATTACH RAIL TO RAIL w/(2) 0.131'x3' NAILS EACH �/ N TRUSS BAY. STRAP ACROSS RIDGE 0 w/SIMPSON CS22 STRAP AND (3) 0.148"x2.5' NAILS EACH END I� a � Q SA ~ WWQ q o T ATTACH RAIL TO TOP CHORD w/(2) #c' Q q co 0.131'x3' NAILS. ATTACH RAIL TO RAIL w/(2) 0.131'x3° NAILS. LAP SHEATHING I6. ACROSS FLIP RAIL AND ATTACH EACH p = TRUSS CHORD w/(2) 0.131'x3' NAILS �/ J w Q Z>- > ¢zz > �' o a- 2-12d CC-J (71� 11'-0" oLn0 ATTACH CHORD BLOCK w/(6) 0,131'x3' a N NAILS. ATTACH STUD TO RAIL w/(2) C6) 0,131°x3' NAILS O 0.131'x3" NAILS MINIMUM. ATTACH RAIL 12 r ,VC'nI TO TOP AND BOTTOM CHORDS w/(2) 0.131'x3' NAILS. STRAP STUD TO TOP W•13 z cU I o AND BOTTOM CHORD w/SIMPSON CS22 STRAP w/(8) 0,148'x2.5' NAILSCID z U U w U U Y I 9347-' ~ ��' A' VFESS 1 ��\ N CU co N cn I, co o� Aug 14, 2023 N J J J I LAP SHEATHING ACROSS - Of a MARRIAGE LINE - 2' MINIMUM Q w IL z I I I WIDTH AND ATTACH EACH END j > j w/(9) 0.131"x3" NAILS Li w Lix (7) 0.131'x3" NAILS N 16'-0" 1/2'0 8'-0° 8'-0' o o- - 2x10 SPF #2 @ 16' O.C. 10' C15) 0,131"x3" NFlILS Rv=313# I;O Rv=898# 13'-8 1/2' Ru=-9# 11 13-8 1/2' Ru=-313# ° q 27'-6' tn I � l jam Apo n ACC � 1 , 12 QN-17822/JN-8279/NY oo� w cd ., Li � o 12 n El zw U Q Ld o = C4 (U cu ATTACH RAIL TO TOP CHORD w/(2) U ti 0.131'x3' NAILS. ATTACH RAIL TO TOP N am CHORD w/(2) 0.131'x3' NAILS. ATTACH �o E LEDGER T❑ KNEEWALL RAIL w/(2) cu 0.131'x3' NAILS PER TRUSS BAY co u 0 w 0J a Q U \ \ � M z Q 12 U QF NF�A' � as a 4.625 o r' ! : n o +6 J CL CD ATTACH RAIL TO TOP CHORD w/(3) W•BAR J q v 2 ,6° Off' \ ° 0.131"x3' NAILS. ATTACH RAIL TO RAIL �Q`�Q` / Q Q 2 @ w/(3) 0.131'x3' NAILS. LAP SHEATHING Spv m ACROSS FLIP RAIL AND ATTACH EACH 2x�0 ATTACH STUD TO RAIL w/(2) TRUSS CHORD w/(11) 0.131'x3' NAILS * J 0.131'x3' NAILS. ATTACH RAIL TO TOP AND BOTTOM CHORD w/(2) iili� Lw > M 0.131'x3' NAILS. STRAP STUD TO jl'' ? Q ¢-Z z TOP AND BOTTOM CHORD w/SIMPSON Cu CS20 STRAP w/(16) 0.131'x2.5" Rv=868# - �8 ra o o d _ 9342' �. J N z NAILS - 8 EACH CND Ru=-459# �ORoFESS i0w`�� - o �= J Z Q n 2x8 SPF #2 @ 16' O.C. 'T \`w F- 0 M r 10 19'-1' 9 ZD Aug 14,-2023 0 Lr)o L Rv=496# (6) 0.131'x3' NAILS ' a c :D Ru=-427# (2) 1 I/2"x24" M.L. 8> 2 N ATTACH CHORD BLOCK w/(3) 0.131'x3" q g� NAILS. ATTACH STUD TO RAIL w/(2) Ln CU 0.131'x3' NAILS MINIMUM. 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Ru=-100# 27'-6' W C � Apo �tg 41114 • � f i' 4� }��j�JJ� B•Y �1• ; I 1. �* t� i is ' '�'^r—tea.....`' -.�..�,... -f• _ � - �. �, r "'—r.�•,,,�'(a'hrAM.y� +•mow.-ti. ��•.. • / -_ �.-'. � r .11WAW � f 7 , w 1 Awl �. r Y 1 A _ .. t "�� t • • r E ��:��� � �� � �� , •,� � �� ;�s� 2-/ ��7�/2 0 2�4 +1:,1, r �� ,�'' •!, < <:�.�p%�; ,r �� .Via'• f. ��{ �., .'� -� d�, ti Ur /'N Amy Orr - I t 625 Terry Lane, Southold - •SCTM# 1000-65-1-23 14 Ik Let ARV�- 1 4 � }, yam.`..`` v_ 'N - }` ♦, T"- 1 '. �'_ �, ♦ t .`i• ry r ' f ,P '�i.�`«.� ,,� • ..-�, � ��:_ t Sit ' e w d - -•cam � � 1. ti.-. �r t '�'_ •.. � ' _ tY'• •�-.7�,yt"g, � �` f S�- ''•:a ; =S'y^ r.'��' •�:" :fit � '� k��i.+► _, t ' Amy Orr '�""� 625 Terry Lane, Southold SCTM# 1000-65-1-23 r t t.` V 40 IL _. l - -- --- IWMa �S r•,� s� dLr.Y `��,,.,,7 s- t \�\! 1,'.r�`� � ��..�_�`��} it i.. it Y�7� , �i .r� �-• \4 P i1! �� .� _ YYLL��y}F� 'S"i'- a} �`fb •�,`, rf� .- 1/ At y � W oq •� cam.\` ` "T , 1 �. �, i y C M P i , 1 yew 'l.� ram • a `�� i• r 1 �i14.�tX voll V'y" '�cSi,� IN ic -�\C. - �♦ i�:.ti` tli�°r1 �� .����'�� .ram, "�Ztofi`p AG 4 'y' ,��� -may �'3rdLJs, 1r�'t' 4 � �-` �, �„ .t"• �`� - �.� E �.. '."„� .tom _ � 'r ,ak'µi`� z.t •:� r . d•Xi owl a., S� f� - � Mid. Ag rJ l' ► '\;' ! ice ` ';q a, •e I. NcAfik �r v- ►�V V ' r�rear} e=,�j+lt►:,,i�+��� •�' {1 � �• v�p„ ��,,, �,''� ��r Yl6.T�S'' A�!✓�,"�y'�:-""" �� ,`,�/�. II>>-r��o�'.~ � + ► �!�' � ` J�� �''"•f��A� •Y` i� �'+�r%�1 is!/ �_ ^ � • 0..� 'lRz.g+�� `it -21 nug i WOO M �s `� is NNPW oo _ .e r- i 114 �• T i i9 1� L ,T �� �! t " ;,[. -' ,a.S,se_7IG� �L�.�p��y,` �•Ir �! :A- / rev ! "Re�- ?♦. �. • 1. A r, r. '' *_ .T�. .. /�L�`;� y����.. �r `� ;�j� �' ���' ` � � r y� F If b w 1'� °a,rw,o w,«on,Rrr / - - 1 •••,� -- ...�� -- ------ --F'-- �-- --^-- ",•'"••^'. nonce "r� COUNTY OF SUFFOLK C e °ou.,ro,n secrax,a Real Property Tex Service Agency r 65 IN OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 �� Telephone: 631 765-1938 '0UT�, LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: March 20, 2024 Re: LWRP Coastal Consistency Review for AMY ORR SCTM# 1000-65-1-23 AS PER REVISED PLANS AND PROJECT DESCRIPTION RECEIVED 2/27/2024 Amos Meringer Builder on behalf of AMY ORR requests a Wetland Permit to construct a proposed 1 '/2 story 27.5'x45.8' (1,259.5sq.ft.) dwelling with seaward 10'x27.5' (275sq.ft.) attached deck, a 4'x12' front entry with 3' wide path to driveway, and cellar entry steps (1,534.5 total square footage); install A/C units and a generator; install a 4'x6' outdoor shower; a proposed Hydro-Action I/A sanitary system landward of dwelling; install gutters to leaders to drywells; a ±869sq.ft. gravel driveway; relocate existing 12.1'x14.1' shed further landward; the existing cottage located on the seaward side of the bank is to be converted to a "dry" storage out building consisting of a 634.5sq.ft. one-story cottage with entry steps to ground; a 696sq.ft. deck with steps to ground; ±30sq.ft. outdoor shower; 71 sq.ft. top landing and stairs to deck; and a 21.5' long concrete block retaining wall along landward side of cottage and deck. Located: 625 Terry Lane, Southold. SCTM# 1000-65-1-23 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 and the records available to me, I recommend that the proposal is CONSISTENT with LWRP Policies and 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 John G.Stein,Chairperson y 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 on Wed., January 10, 2024, the following recommendation was made: Moved by Carol Brown, seconded by Maggie Merrill, it was RESOLVED to NOT SUPPORT the application of AMY ORR to install a sanitary system and construct a dwelling with front porch. The proposed dwelling with front porch totals 1,534.5 sf. Single-family home to be built on upper bank of the property. Existing shed will be moved to the southwest corner. The new house with porch will be set back 25' from the top of bank and over 150' from the MHTL. Located: 625 Terry Lane, Southold. SCTM#65-1-23 Inspected by: Carol Brown The CAC does Not Support the application due to the current and future conditions of sea level rise in this area, and the proposed structures are located 25' from the top of the bluff, which is out of compliance with Ch. 275. Vote of Council: Ayes: All Motion Carried J , Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Monday, December 18, 2023 4:01 PM To: 'amosmeringerbuilder@yanhoo.com' Subject: Amy Orr,SCTM# 1000-65-1-23 application Good Afternoon, Regarding the Orr application there are a couple of items that are needed for the Board's review of this application and to be considered a complete application. As the driveway is partially within Trustee jurisdiction (100ft from top of bank) please email me the approximate square footage of the proposed gravel driveway,and width of proposed walkway from dwelling to driveway as soon as possible. There are no A/C units,generator,outdoor shower, etc. proposed on this survey. These all require permits from this office. If there are plans on installing any of these I will need the dimensions for each and it must be added to the survey (including dimensions). Regarding the survey,the survey needs to be updated to depict where the proposed I/A sanitary system will be located on the property as'well as depicting gutters to leaders to drywells. Also, once this is updated the survey needs to be original stamped/certified surveys. Please submit three certified surveys at your earliest convenience. If you have any questions regarding this please do not hesitate to contact me. Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.gov 1 Glenn Goldsmith,President �� nUj> 4 Town Hall Annex Sr' �� A.Nicholas Krupski,Vice President ^J' cc ` ��� ' 54375 Route 25 ' P.O.Box 1179 Eric Sepenos1d Southold,New York 11971 Liz Gillooly { Telephone(631) 765-1892 Elizabeth Peeples \^ ,: ;y'° Fax(631) 765-6641 Coll BOARD OF TOWN TRUSTEES . TOWN OF SOUTHOLD This Section For Office Use Only .-_-.- -- -- - --- -- Coastal Erosion Permit Application _Wetland Permit Application t Administrative Permit NOV 1 7 2023 _Amendment/Transfer/Extension �( I Received Application• __._.._.- X Received Fee: $ K Completed Application: Z•ZZZ3 - "-" Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): LWRP Consistency Assessmeen Form Sent: a� _X AC Referral Sent. 1871 Q ✓ Date of Inspection: E Receipt of CAC Report:[�o I�9aM jX110-0 _ Technical Review: Public Hearing Held: �y Resolution: (4 Ia I Owner(s)Legal Name of Property (as shown on Deed): rl rn L4 0 r r A Qj j pA jq �3 Mailing Address: Phone Number: Suffolk County Tax Map Number: 1000- Property Location: `5 'l Ukr)e, S O u "'-0 (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): Mailing Address: e '��'� 3� Mk-WAQ S, ISt 115 5 a- Phone Number: tp3� -1 t¢S `f�00 Email: CY - Detailed Project Description: 625 Terry Lane Southold, NY 11971 SCTM: 1000-65-01-23 Installation of Septic System and construction of single-family house with front porch. Project Description: Amos Meringer Builder, on behalf of Amy Orr owner, requests an Administrative Wetlands Permit to install a sanitary system and construct a house with front porch at 625 Terry Lane. Said property has 100 feet of frontage on Terry Lane, 268.79 feet along the eastern property line, 98.20 feet along Southold Bay and 283.45 feet along the western property line as shown in the survey. The property totals 29,359sf. The proposed house with front porch totals 1,534.5 sf. The proposed house will measure 27.5 x 45.8-1,259.5 sf/ The front porch will measure 10'd x 27.5'w=275sf. The total square footage of this project is 1,534.5sf. Subject property is currently an unimproved lot with a framed shed that overlooks Southold Bay. The Single-family home is to be built on the upper bank of the propery. The existing shed will be moved to the southwest corner.,The new house with porcj will be set back 25'from the top of the bank and over 150 feet from the MHTL. Sanitary system: 3 bedroom= 100 gpd/bedroom=330 gpd, A/I System: Hydro-Action AN 400=450gpd Leaching: 4 br MINIUM=300 sf LEACHING (3) LEACHING GALLEYS 4' deep (1) EXPANSION GALLEY 4' deep Board of Trustees Aj Ication GENERAL DATA 2q 35�t Land Area(in square feet): ._ Area Zoning: Previous use of property: �es:den a, Intended use of property: `�e"�`a'` Covenants and Restrictions on property? —ayes No If"Yes",please provide a copy. Will this require uire a Building Permit as per Town Code? _aYes ]allo P q If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? =Yes �No If"Yes", please provide copy of decision. Wril4is project re ' any demolition as per Town Code or as determined by the Building Dept.? Yes No Does the structure(s) on property have a valid Certificate of Occupancy? Yes LNO Prior permits/approvals for site improvements: Agency Date try�l7 caw-,, of 5 W\40\ —Jv No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency?-01 No_a Yes If yes,provide explanation: Project Description(use attachments if necessary): k4,W �� ��- - E aMA 'r,-10At~`a-r �.®rr\.e- Board of Trustees Ap_ v cation WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: S%(N \-e. Coo N A" b n`°- *y r V\\[\n Area of wetlands on lot: square feet Percent coverage of lot: % Closest distance between nearest existing structure and upland edge of wetlands: feet Closest distance between nearest proposed structure and upland edge of wetlands: feet Does the project involve excavation or filling? ❑ No El Yes If yes,how much material will be excavated? cubic yards How much material will be filled? cubic yards Depth of which material will be removed or deposited: feet Proposed slope throughout the area of operations: Manner in which material will be removed or deposited: Statement of the effect, if any,on the wetlands and tidal waters of the town that may result by reason,of such proposed operations (use attachments if appropriate): 61 Z20 Appendix B Short Environmental Assessment Form Instructions for ComnletinE Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I -Project and Sponsor Information Name of Action or Project: OlCnC1;, Project Location(describe,and attach a location map): Brief Description of Proposed Action: ;_ Sb n&VA r1�-► �no�u\o.0 ���, , Mph 7T�nc� Name of Applicant or Sponsor: Telephone: a 15- -j5 1 Or( E-Mail: Q,r Gff Ift oxC,IJ� Address: 4��\ W i� S� ,eA G 103 City/PO: ` State: Zip Code: ?A 1-7143 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? ❑ If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. if no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other{governmental Agency? NO YES If Yes,lis agency(s)name and ermi�or approval: & `Aln fe'MIT 3.a.Total acreage ofthe site of the proposed action? •` acres b.Total acreage to be physically disturbed? ,o`I acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor'? acres 4. Che I land us at occur on,adjoining an ar the prop action. Urban Rural(non-agriculture) Industrial Commercial.MResidential (suburban) Forest ❑Agriculture Aquatic QOther(specify): Parkland Page 1 of 4 5. Is the proposed action, NO f YES f N/A a. A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? F�, 6. Is the proposed action consistent with the predominant character of the existing built or natural fNO ( YES landscape? 1 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: i [I ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NOA YES 1 b.Are public transportation service(s)available at or nearthe site of the proposed action? W-- c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ 10. Will the proposed action connect to an existing public/private water supply? ` NO YES If No,describe method for providing potable water: ❑ 11.Will the proposed action connect to existing wastewater utilities? I NO ( YES If No,describe method for providing wastewater treatment: lNe.A.0 a �y S ^b "�O ❑ ,e,4 :r\ c-v on W 4-f- 1 k. coor-Ax, g o64 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO 1 YES Places? b. Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO OYES wetlands or other waterbodies regulated by a federal,state or local agency? -E-Ifl b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14, 1,1 ntify the typic bitat types that oc n,or are likely to be found on t"roject site. Check all that apply: Shoreline Forest Agricultural/grasslands LJ Early mid-successional Wetland Urban 3Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 16.Is the project site located in the 100 year flood plain? NO YES I 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO If Yes, a.Will storm water discharges flow to adjacent properties? ZNO DYES + El b.Will storm water discharges be directed to established conveyance systems t=mgff an drains)? If Yes,briefly describe: NO ES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: ._..�_-}-_.' � ,__._._____. _____.__.._.___ � ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: _�- ________.�_.._ — ❑ 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: EZ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE \dv Applicant/sponsornarne:,_`�`` n\L Date: ��OS , `�►� _ — —--- - 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 i 1. Will the proposed action create a material conflict with an adopted land use plan or zoning ❑ R regulations? �J 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)? U S. W it I 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? I © El 7. Will the proposed action impact existing: ❑ a.public/private water supplies? ! �j b.public/private wastewater treatment utilities? l�1 - ❑ �- 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, E9 ❑] waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage Elproblems? /� 1 l. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 )icaL'c.i cif 'I'i:iz::t c•r:; .Azi -:.<:al.i_cz AFFIDAVIT 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 TRUSTEE' 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. ic N4 Signalre of Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS, 23 DAY OF Gu S T 720 i CAROUNE M MACARTHUR Notary Public-State of New York N0.OIMA6384635 Notary Public My Commi�on E Suffolk Dec 1i 2026 Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) I/We, �4 6 PIP,,N owners of the property identified as SCTM## 1000- C� �J CO 3 in the town of New York,hereby authorizes ATYi D5 1" Is, I�i (�) �'s �.� to act as my agent and handle all necessary work involved with the application process for permits)from the Southold Town Board of Trustees for this property. Property jveeVs Si-gna-tb a Property Owner's Signature SWORN TO BEFORE ME THIS 2 3 DAY OF ° UGC s?— .20. CAROLINE M MACARTHUR Notary Public-State of New York NO.OIMA6384635 Notary Public Quaiifled in Suffolk county My Commission Expires Dec 17.2026 J i t , APPLICANT/AGENT/REPRESENTAIM TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and emalovees.The nur�o_se of this form is to-rovide information which can alert the town of aossible conflicts of attires$and allow it to take whatever action is necessary to avoid same,e g YOURNAME: AMDS Mir►t�fjQ! �V�1�0►e( (Last name,first name,.gitddle 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 TNT 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 ifyou answered"YES",complete the balance of this form and date and sign where indicated. Name ofpersvn 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): _aA)the owner of greater than 5%of the shares of the corporate stock of the.applicant � (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate-entity(when the ]4applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted thi d o 20 Signature — PrintName Form IS 1 Board of Trustees Appl: Lion PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: Prj_ 2 J /(Qoo -6S /o coo - 6.-- Ioa ) -6S 13 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 MAILIRETURN RECEIPT. Signature Sworn to before me this Day of ; 20 Notary Public Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: � MkA 0(/' i boo- �S .,p�-a3 NAME: J ADDRESS: Tuna4 s,\tc� (�3v Lo-'`' 1 tRrl I SO �a v►S 20l $Dj Nei Aver i151b STATE OF NEW YORK K1k0,a-5&T, Nr J 1 a3o COUNTY OF SUFFOLK �10 residing at g 35 , being duly sworn, deposes and says that on �e br,� the day of a�.f , 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 a� 0 � ' A .�y�- , that said Notices were mailed to o each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this �' Day of r4lw-u , 20 CONNIE D.BUNCH Notary Public,State of New York No.01BU6185050 Qualified In Suffolk County �L &'erl i � v �l,(�('� Commission(Expires April 14,2 T Notary Public . • CERTIFIED MAILP RECEIPT ru ,-9 Domestic as 117 mCertified Mail Fee6 CO $ - Extra Services&Fees(checkbox,add fee as p �i�te) 11 1 V 7 r u ❑Return Receipt(hardcopy) $ C ❑Return Receipt(electronic) $ 'LI,ll{' ��0 Postma�, `�vf 1-3 ❑Certified Mail Restricted Delivery $ it 1 111 I o He{�6`� •'� p El Adult Signature Required $ )!{:{ U ❑Adult Signature Restricted Delivery$ V t,•' i � Postage {,I,6 1 ;•< Total Pclstage and Fees "'r-I 7',7 { fad $ rU Sent Tonj 1 UFPU 7 ---- M=c�e\1Q---_ 5 ------ Streetand Apt lVo.,or PO Box No. r` a5 Te r� \..o City,.State.ZIP+4I � `Q j-r-------------------------------- r P.Form •• April 2015 ,• ,,, P• rr CERTIFIED © RECEIPT CERTIFIED , o RECEIPT, ru Don)eStiC Mail Only. Dcomestic,Mail Only • •a= I °� •F`�r '>t� l i;ri �ttr�th!•' 1; .I'(s ' � 171 � 1...._,l -�`�•.' a l ) ( ?,' t':..r� �' ti:.xx:/ c'..:.•a f, E. I' ` Certified Mail Fee r c m Certified Mail Fee �m�' � ,.Iq•� � LL. ;.i r,-I sr ti{ Extra Services&Fees(check box,add fee es prepffats) Extra Services&Fees(checkbox,add fee a�eo/iro'prlare) ,�'a;;;; 't C ❑Return Receipt(hard $ 9 1 r 1��••`` rU ❑Return Receipt(hardcopy) $ !•� 10 t; N ❑Return Receipt(electronic) $ a•�j{,j{1 / v�1' V C [] ❑Return Receipt(electronic) $ L I.I I P° V oStm t � ❑Certified Mail Restricted Delivery $ ! yI /'��`' Pos �• O ❑Certified Mail Restricted Delivery $ ,k t•I Or) � Here ,J O ❑Adult Signature Required '- Here p ❑Adult Signature Required $ $ 0 :CFI•i;ll; �� ❑Adult Signature Restricted Delivery$ (' ' .> ❑Adult Signature Restricted Delivery$ � Q G62Q2_ Postage rJ 20 E3 Postage V [- W.Le 2� lv 171- $ tI.I. " Total,Postage and Fees '!�r(,(�jl if!_v r=l T� IP�#age and Fees us ,/ ru $^ ru Sent To �eSfier S S P �" ru Sent ru S G;1b«S a.,► �co. 0 na tc,ver0. o �5 _ ., o -------- - --�----•-------------------- 171- S K� StreetandApt.No.,or PO Boz lVo: ---- --------------- Street and Apt No.,or Pd Box o. 3o N CiryMQa�Ma+sSC 1--1--------- �-�-�-----�----------------------------o o„r;s -State,Z �h Z------- 0 -------------------------------- CyStateIZIP+4®----------------------- 10Y ,OeTw ----=- o-SV, N� o oECEIPT CO .• . o Domestic- P- CO Er •5c�t� 3a1i'f • •r f ' o C I rb Fr,Jr L° (( r' 71 r3 . -'A � m Certified Mall Fee Certified Mail Fee Extra Services&Fees(check box,add fee e, prop to V V E ,V Extra Services&Fees(check box,add fee a,�fprP nIs) ❑Return Receipt(hardcopy) $ �!°��'t Y'y rU ❑Return Receipt(hardcopy) $ .' ru '. I _ Po dr O ❑Return Receipt(electronic) $ I• {�` ;`� ostQlarK ❑Return Receipt(electronic) $ L r' %Y' e O ❑Certified Mall Restricted Delivery $ `°I 11{I '� Here 1] ❑Certified Mail Restricted Delivery $ J �• p ❑Adult Signature Requ[red $ 6 LIIL ❑Adult Signature Required $ ,l,J []Adult Signature Restricted Delivery$ ��_T' n Q ❑Adult Signature Restricted Delivery$ —, � Postage p r— Postage , I,I.�„ �� 4� •Ci, T% Pggiage and Fees �, T tal Postage and Fees rU Sent To ru Sent To O O ru tDona d SACO o G --t� r3 --------------- o.,or -- ---------- ------- Street andA t o.,or PO Box No. � Street andApt!Y(o.,orPq Box No. � P (030 zee L4-n , ---l�l'l__--"Vevi(M� Ave Ci Stat�`ZIP+4® C,� if Ci ,State,ZIP+4 , - le }' �1�j7� o Xt O+\d aY ocKvsl� ,N Glenn Goldsmith,President S01 F0(�c Town Hall Annex A.Nicholas Krupski,Vice President ,�� Gy�'j 54375 Route 25 Eric Sepenoski H a P.O.Box 1179 Liz Gillooly p Southold,NY 11971 Elizabeth Peeples y�jOd �a4l, 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 AMY ORR COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING �D®�N �7, O' "f RE�7�E��HI I O +.` II �► IL HE�PPO� ►7,IING H�401 d ,.`,.�i,. ►% I��PLA�CE��OR T'L 'AS`�T�SE�V�#� �!A�Y�S'�P�OR�TO.,�THE�P�B�I�C�► H�AR+ING+�►D��� ��P�F�TT�HIS F®�RM�Q'i � 'G�I�TH�DA�Y�®R,�L�A,vTE�R� I, 7cr r -C , residing at/dba C) 'rQL' T r-0--c 4-4 - • �- being duly sworn, depose and say: That on the ( "day of Fe,br"°-`j , 20%k , I personally posted the property known as "r"— c>rr re_s;de-\(,-e— 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, February 14,2024. Dated: (signature) Sworn to before me this CONNIE D.BUNCH t( day of�.t&20 Notary Public,State of New York No.01BU6185050 / �n Qualified in Suffolk County 0 e ,t Commission Expires April 14,2 . Notary Public NOTICE OF HEARING 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: AMY ORR SUBJECT OF PUBLIC HEARING: For a Wetland Permit to construct a proposed 1 story 27.5'x45.8' (1,259.5sq.ft.) dwelling with seaward 10'x27.5' (275sq.ft.) attached deck, a 4'x12' front entry with 3' wide path to driveway, and cellar entry steps (1,534.5 total square footage); install A/C units and a generator; install a 4'x6' outdoor shower; a proposed Hydro-Action I/A sanitary system landward of dwelling; install gutters to leaders to drywells; a ±869sq.ft. gravel driveway; and to relocate existing 12.1'x14.1' shed further landward. Located: 625 Terry Lane, Southold. SCTM# 1000-65-1-23 TIME & DATE OF PUBLIC_ HEARING: Wednesday, February 14, 2024 — 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 sigluficant 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# 'c9s _ o\ - 0 s PROJECT NAME d l f 'WCSJ enCf- The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: ❑ Nature and extent of action: �2vJ eoc1S�`'�on ces,�2n �0..1 �no^1e.. Location of action CAS ���� L(4n(- SOAA W - Site acreage: 2 q Present land use: I e S:L 't N CA Present zoning classification: 2. If an application for the proposed action has been filed with the Town of Southold agency,the following information shall be provided: (a) Name of applicant: RPAOS Vkriw ILL4C, M61 (b) Mailing address: 3 a �- el hone number: ��� (0 — ���� (c) Telephone Will the action be y undertaken,require funding,or approval by a state or federal agency? Yes ❑ No �Iff 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 9 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 A� pp�icable wig\ Q �v e. �k: . A v e-I hon add ; v �o '�1nok P ceScc*s a na 6W-a ►dp�- 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 Bouthold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ZINO Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑ Yes ❑NooNot Applicable WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes El 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 ❑ Nox 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 ❑ Not Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Poll ies; Pages 65 through 68 for evaluation criteria. OYes ❑ No Not Applicable Qy PREPARED BY 1� Jc rrt� - TITLEUlb-I DATE f Attach additional sheets ifnecessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑No❑�'-'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. L!'1 Yes ❑ No ❑Not Applicable T\nJL. Osq\1 cunt U) re-rNNEL PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies;Pages 38 through 46 for evaluation criteria. ❑ Ye❑ No Not Applicable Attach additional sheets if necessary