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TR-10212
Glenn Goldsmith,President ��®� s® �® Town Hall Annex A.Nicholas Krupski,Vice President ® 54375 Route 25 � � P.O. Box 1179 Eric Sepenoski g llL Southold,New York 11971 Liz Gillooly C*s =r Telephone(631) 765-1892 Elizabeth Peeples ��� y®� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 28, 2024 Bailey Investment Group II, LLC c/o Peter DiClementi 298 Clark Street Milldale, CT 06467 RE: 910 GLENN ROAD, SOUTHOLD SCTM# 1000-78-2-27 Dear Mr. DiClementi: The following action was taken at the Southold Town Board of Trustees regular meeting held on Wednesday, April 17, 2024: RESOLVED, that the Southold Town Board of Trustees APPROVE the request for a Transfer of Wetland Permit#10212 from Roberts Premier Development, LLC to Bailey Investment Group II, LLC, as issued on September 14, 2022. If you have any questions, please do not hesitate to contact this office. Sincerely, 4-1- Glenn Goldsmith, President Board of Trustees GG/ec Glenn Goldsmith,President' ���\O 'COGy.► Town Hall Annex A.Nicholas Krupski,Vice President .t 54375 Route 25 0 Eric Sepenoski W ,z P.O.Box 1179 Liz Gillooly �y • o!� Southold,NY 11971 Elizabeth Peeples �Ol �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: tA Jiq 2q Completed in field by: 6 1/001!:q Peter DiClementi on behalf of BAILEY INVESTMENT GROUP II, LLC requests a Transfer of Wetland Permit#10212 from Roberts Premier Development, LLC to Bailey Investment Group II, LLC, as issued on September 14, 2022. Located: 910 Glenn Road, Southold. SCTM# 1000-78-2-27 Type of area to be impacted: ,C Saltwater Wetland Freshwater Wetland _Sound >c Bay Part of Town Code proposed work:falls under: ,—Chapt. 275 Chapt. 111 other Type of Application: A- 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.: (SIC ^ ems Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples i � q-ez ec- ni Aet IYA ? LLB l° /-LC b 9 d VV Emi , MAR 12 UU �� Board of Trustees Glenn Goldsmith,President QF SO(>�g, Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ®� ®�® P.O. Box 1179 Eric Sepenoski l Southold, New York 1.1971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples � Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 2055C Date: July 27, 2023 THIS CERTIFIES that construction of a proposed two-story dwelling with 2 730sq.ft. of living space; a 505sq ft attached garage,• a 268sq ft front covered entr;a 230sq ft rear covered entry• install a Fuji cen- 5 I/A sanitary system landward of dwelling; install a driveway' install three(3)dDywells to contain roof runoff,• and to establish and perpetually maintain a 25' wide non-disturbance buffer along the landward edge of the tidal wetlands and create a 4' wide access path to dock; At 910 Glenn Road, Southold; Suffolk County Tax Map#1000-78-2-27 Conforms to the application for a Trustees Permit heretofore filed in this office Dated July 27, 2022 pursuant to which Trustees Wetland Permit#10212 Dated September 14,2022,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for construction of a proposed two-story dwelling with 2,730sg.ft. of living space; a 505sq ft attached garage,• a 268sq ft front covered entry; a 230sg ft. rear covered entry; install a Fuji cep-5 UA sanitary system landward of dwelling; install a driveway install three(3)drywell i ' to contain roof runoff and and to establish anerpetually maintain a 25' wide non-disturbance buffer along the landward edge of the tidal wetlands and create a 4' wide access path to dock. The certificate is issued to Roberts Premier Development, LLC owner of the aforesaid pro erty. Authorized Signature Glenn Goldsmith,Presidentrg S0 Town Hall Annex A. Nicholas Krupski,Vice President �� ® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly cis G � Telephone(631).765-1892 Elizabeth Peeples R ® y® Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: L1 INSPECTED BY: E1T?a1 Ch. 275 Ch. 111 'INSPECTION SCHEDULE Pre-construction, haybale line/silt boom/silt curtain 1 st day of construction Y2 constructed Project complete, compliance inspection COMMENTS: I SSy e Co FC fb0 eXMI' 10 212 CERTIFICATE OF COMPLIANCE: r CC#: C23-16802 a}r?yfst COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK The Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 05/11/2023 under Liber D00013201 and Page 390 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 05/11/2023 SUFFOLK COUNTY CLERK VINCENT PULEO SEAL SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 05/11/2023 Number of Pages: 8 At: 02 :36: 03 PM Receipt Number : 23-0063308 LIBER: D00013201 PAGE : 390 District: Section: Block: Lot: 1000 078 .00 02 . 00 027 . 000 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $40.00 NO Handling $20 . 00 NO COE $5 .00 NO NYS SRCHG $15. 00 NO TP-584 $0 .00 NO Notation $0 . 00 NO Cert.Copies $10. 00 NO RPT $200. 00 NO Fees Paid $290 .00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL Vincent Puleo County Clerk, Suffolk County F11 F21 RECbRDED 202-3 Plau Number of pages tIinc-LLen's. Puleo S.LIF FOLK.i_.ili NIT. _i�� i This document will be public D000 ' tj± record. Please remove all Social Security Numbers prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee 6 ' Mortgage Amt. . . 1. Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total Notation Spec./Assit. or EA-52 17 (County) Sub Total Spec./Add. EA-5217 (State) TOT.MTG.TAX 00 �( � Dual Town Dual County R.P.T.S.A. `'u ��' Held for Appointment Comm.of Ed. 5. 00 i� Transfer Tax Affidavit , ' Mansion Tax jµp8"� The property covered by this mortgage is Certified;Copy ;. l or will be improved by a one or two NYS Surcharge 15'. 00 Z� family dwelling only. Sub Total � YES or NO Other Grand Total ' If NO,see appropriate tax clause on page# of this instru e o Z:5 4 Dist. 5083838, 1000 07800 0200 027000 5 Community Preservation Fund Real Propert} P T S I IWII IWI�Ide III I���IId ISI I� Consideration Amount $ Tax Service ,R VST }3t Agency 11-MAY CPF Tax Due $ Verification Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD & RETURN TO: 11 Vacant Land TD S�✓���� `Y-\ TD TD Mail to:'Vincent Puleo, Suffolk County Clerk 7 Title Compan-y Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.s.uffolkcountyny.gov/clerk Title# 8 Suffolk COunty Recor ding & Endorsement Page ��-I�Y/l� This page forms part of the attached (J CG VWVkbit✓ made by: ` (SPECIFY TYPE OF INSTRUMENT)' �A*JwkS 1r}�eIlLky' �.V � ; LLCThe premises herein is situated in - � jv11 {�l'�� 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. 12-0104..10108kk (over) F 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 31 st 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 i . 12-0104.. 12/22kk DECLARATION OF COVENANTS THIS DECLARATION made this 101h day of May,2023,by Roberts Premier Development LLC,David Roberts as President, residing at 3 Sandie Lane Manorville,NY 11949,hereinafter referred to as"DECLARANT(S)": WITNESSETH: WHEREAS,DECLARANT(S)is/are the owner(s)of certain real property located on 910 Glenn Rd,Town of Southold 11971, County of Suffolk,State of New York,described in Suffo9lk County Tax Map as District 1000,Section 78,Block 02,Lot 27 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,Southold i Town Annex 54375 Main Rd PO Box 1179 Southold NY 11971(hereinafter the"Trustees")pursuant to the 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; i WHEREAS,the DECLARANT(S)therefore made the 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 to undertake such regulated activities,the Trustees required that 40'wide"non-turf buffer"adjacent to and landward of Tidal Wetlands Delineation 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(S)do/does hereby covenant the agree as follows: 1) Upon the substantial completion of the aforementioned permitted activities there shall be established and perpetually maintained 40'adjacent to the Tidal Wetlands Delineation"non-turf buffer"as defined by chapter 275 of the Town Code,to wit:"A designated area where turf grass,[pesticides and fertilizers are not permitted',And as depicted on the Survey/site plan dated and stamped,see Exhibit"A'attached;and see Exhibit"B"Building Permits,See Exhibit"C"Legal description of property and deed, 2) These covenants shall run with the land and shall be binding on the DECLARANT(s)his/her/their heirs,assigns,purchasers,or successors in interest and may only be modified after public hearing and upon resolution of the Trustees. IN WITNESS WHEREOF,the owner(s)has/have duly executed this instrument this 1� day ofR\ 2023. OWNERS SIGNATURE )L j PRINT OWNERS NAME STATE OF NEWiYORK) COUNTY OFss: On the_L5ay of in the year of 20 25before me the undersigned,a Notary Public in and for the said State, personally appeared'" )_9s-.)6rkpUonally known to me or proved to me the basis of satisfactory evidence to the individual(s)whose name is/are subscribed to the within instrument and acknowledged 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 .7 NOTARY PUBLIC VICTORIA A FERREMI Notary Public-State of New York NO.OIFE6430360 Qualified in Suffolk County My Commission Expires Mar 14, 2026 Stewart Title Insurance Company Title Number:PM-2412-S SCHEDULE A DESCRIPTION ALL THAT CERTAIN PLOT,PIECE OR PARCEL OF LAND,SITUATE,LYING AND BEING IN SOUTHOLD,IN THE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK,KNOWN AND DESIGNATED AS LOT NO.11 ON A CERTAIN MAP ENTITLED."MAP OF WEST CREEK ESTATES,"PROPERTY OF ERNEST.E.AND HAROLD W.WILSBERO,SITUATE AT SOUTHOLD,SUFFOLK COUNTY,NEW YORK,MADE.BY OTTO W.VAN TAY],SURVEY' COMPLETED JANUARY 28,1963 AND FILED IN THE SUFFOLK COUNTY-CLERKS OFFICE ON AUGUST 19,1963 AS MAP N0..3848 AND BEING MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING ATA POINT ON THE SOUTHERLY SIDE OF GLENN ROAD,DISTANT 884.10 FEET EASTERLY FROM THE CORNER FORMED BY THE INTERSECTION OF THE EASTERLY SIDE OF MAIN BAYVIEW ROAD AND THE SOUTHERLY SIDE OF GLENN ROAD; RUNNING THENCE EASTERLY AND NORTHEASTERLY ALONG THE SOUTHERLY SIDE OF GLENN ROAD ALONG THE ARC OF A CURVE HAVING A RADIUS OF 429.83 FEET AND A LENGTH OF 100.00 FEET TO A POINT; THENCE SOUTH 2 DEGREES 47 MINUTES 10 SECONDS WEST,246.34 FEET; THENCE SOUTH 78 DEGREES 66 MINUTES 40 SECONDS WEST,110.00 FEET; THENCE NORTH 62 DEGREES 46 MINUTES 40 SECONDS-WEST,28.81 FEET; THENCE NORTH 10 DEGREES 28 MINUTES 42 SECONDS EAST,262.33 FEET TO THE SOUTHERLY SIDE OF GLENN ROAD,THE POINT OR PLACE OF BEGINNING. . 1 PROPOSED.•LOT'COM&AGE SURVEY OF PROPERTY PROPOSED.HOUSE =2933•Sq FIL A T SO UTHOLD PROPOSED STEPS - 96 4 Ft. �r N PROPOSED POOL &COPING= 612 Sq. Ft. TOWN r.7 OF OUl HOLD PROPOSED POOL EQUIP = 25 Sq.'Ft �T DOTAL PROPOSED COVERAGE 3666.Sq.Ft. SUFFOLK COUNTY 1Y.Y BUILDABLE AREA 'OF LOT LANDWARD OF,ft-MANDS-- 23,133 Sq.Ft 1000-78-02-27 23133/3666= '0.158-or 15.8X " SCALE Is!-- 30' D JUNE Z.2022 Lot Nos are From Map Of'West.Creek JULY 18, 2022' PROP HOUSE & SEPTIC) Estates"aed with the Suffolk Co. park AUGUST3 20 FLAC WETLANDS)) on Aug. 19, 1963, File No, 3848 AUGUST 22, 2422 �SIONS & CORS7IONS) SEPTEMBER 7, 2022 (REVISIONS PER 7RUSTEES) DECEMBER 9, 2022 (FOUNDA7ION LOCATION) MARCH 7. 2023 (PROP. POOL) MARCH 20, 2023 (REVISE LOT COVERAGE) N�WRL WITHIN 150' OF SUBJECT PARCELAPRIL 14 2023 (15'NON-NRF BUFFER) U77L1TY x CLa �D•0' �� POLE (LFNN ROAD 'O�A0 �, GHw xix EZ 9.9' C WATER IN SIPOT EOP 'V Bgyy F�oHw�oHw �� EOP /'BB CURB R°qB PIPE EVP w�Nw UIIUTY END.LEST VAU EL ra j R=129.83 L"00.00' ar• W' _01, �- 2 vlb EL g (S)3' DEIP— W 9 l X Ir DIA LP Ex W N3'< }'s N' J EX EX 1 0 r5.0' �► j 40'FRONTO y,,� o -- o FUA U 23.0' n 11.2a C,EN a 1s.s ST k gym f c'!!o�/`LhURB �/y sroRr Of CONCRETE 10.5'1 I 0 2 W BB eN+►AE c FOlMW71ON sEP11CII CURB f EL 12.1• L0� h I 'Sf!E w Dai COR Cul 5 E o 3 R / .spiv b j R OIL FRAME p O V x x— �x�� 64X0-9' SHED �' 2 m FROPo WD MOM M CON OWGW 3! IS IK H 6 �� 1 32' x nv COM 2 � , nv o, 013 I 1-3GAZEBOPOOL j V COPING � W RAIN RUNOFF CONTAINMENT J `X� D5 BACK zs WEttAN PROPOSED HOUSE' 2,956 Sq. Ft. 8 W to 2956 x a17 x 1 = 503 Cu.Ft. s IRE LOT 11 ' �$ 0 N 503/422= 1r.9 YF e4r i cg e N Provide 3 OW 810 x 4'Deep= 12 VF µo 4'ACCESS TO DOCK Connected by Gutters &Leaders = SEP7IC DESGrV N BY GYYIWS BERRY O NYS LowsED ARCHITECT t 5'A"f TURF BUFFER 2 Cn TIMBwALL 25'NON DISTURBANCE RET' LEST HOLE DATA NON TURF BUFFER McDONALD CEOSCrMCE T D 05/12/22 11:20 AM TOP OF BANK 5'3 MHWM LF#7 4 9 EL &9 MHW9N� ��� � 1, DARK BROW LOW a i` T 4s - LANDWARD @�OF Mt{ WLF#S CAV(oo BROHN SILTY SAND 5M LOCAL BY TN1F11 3. � T PALE RROHN FIVE SAND SP JULY 21,2022 CREEKLL 1.0 SE WA W?/N IVST�j s PALE ROi4N ME SAND 57� KEY H ?88T, e OL Fuc 6?�S• �FNEwr1r a� �'{y 578ro5 BULKHEAD �� 10 a•M�z TER LNCOUMERm LOT 2 t �Q.=4`' W SURFACE A @71ST HOLE o LOT 1 ep of West CreeK Developm� vi/o•r+ a. f. • =PIPE 3yyy�ivision File 110.1238 Suffolk Co. 93a-U77UTY POLE ELEVA77ONS&CONTOUR LINES ARE REFERENCED TO NAM 88' CER7IFICA7IONS.• N Y'S. LIC. NO. 051132-01 Roberts Premler Development LLC N.Y.S. 'LIC. NO. 49618 ANY ALTERA77ON OR ADD1770N TO THIS SURVEY IS A WOL477ON Prime Merldldn Abstracf, Ina PECON/C S YOBS, P.C. EXCEPT AS PER SEC1 ON 7209y���ONUS�77RCA770Ns .Stewart Trtle Insurance,Company (631)- 765,-5020-FAX_(631) 765-1797 HEREON ARE VALID,FOR THIS MAP AND COPIES 7HL7tEOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER S7REET[��012 WHOSE SIGNATURE'.APPEARS HEREON AREA= 29,348 SQ FT SOUTHOLD, N.Y.. 11971 '4 •1 A �• e� � 1'' 'i 0 p s'` ,'t .� J - cervi Y - � '�;: •. !(� v�, �•y� `1: ...`:.:. w ./.' .,� ' a.n, :7 �' �C� ,� ,..Tea, `�.4,"'z� Y"'��, •S}".,rf: (%%''�,,� M 43i��!r°'I.....TMfi.. ..,'�`t r��."'�."'JT V1'S48'!Y.+2•;„^e,F T572'PkL�'8:!.fi,4S�a.As.'7: N_—..3_—_iFd'.P.�9'Q!,eSYl'S+a�'_d}�t�d^x"w''s„�f7H3h.. '..a „3 , }'7 ,n '2U r BOARD OF SOUTHOLD TOWN TRUSTEES � ,'T I SOUTHOLD' NEW YORK i PERMIT,NO. 10212 DATE: SEPTEMBER 14,2022 . r p ISSUED TO: ROBERTS PREMIER DEVELOPMENT LLC PROPERTY ADDRESS: 910 GLENN ROAD,SOUTHOLD. t, SC7i;M# 1.000-78-2-27 � fz �4 AUTHORIZATION Pursuant to the provisions of Chapter 275-of the Town Code of the Town of Southold and in accordance!with the Resolution of the Board of Trustees adopted at the meeting held on September I4. 2022, and in consideration of application fee in the sum of$250.00 paid by Roberts Premier DevelopmentLLC and ' subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees r authorizes and permits the following: Wetland Permit to construct a proposed two-story dwelling with 2,7309q.ft, of living space; a 505sq.ft.attached garage; a 268sq:ft.front covered.entry; a.230sq.ft. rear covered entry; install n a Fuji cen=5 I/A sanitary system landward of dwelling; install a driveway; install three(3) . drywells to contain roof runoff, and to establish and perpetually maintain a 25'wide non- r1 disturbance buffer along the landward edge of the tidal wetlands and create a 4' wide access ” path to dock; and as depicted on the survey prepared by Peconic Surveyors;P.C.,last dated i September 7,2022 and stamped approved on September 14;2022. r IN WITNESS WHEREOF the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these , presents to be subscribed by a majority of the said Board as of the da � J tY y and year first above written. k1:55r4 m "1 r ;CD, coo P UNOME3 .L f'Y,� ��-�---- - ixil6.'ti5t*itt3nv' �S LL"•'tu. "39651 'iittr'iW"iiSrGi;}.'ig]S:d'�.(t"G41Y,. '3'piirliiaY`uiit'tkidi}rxrosx:',wt;:r:rr:.ts'esr�pY��13Fi8�'Yt3e �' �s a .'yr..+ f;`M. '#.4.r%"' a:w�" J •:�,,N-�` .4+r ..E^,. � I �/ i'c•✓ "int"•`� f 10 (L:C2('.Ef'•w-N.."'li$:dwf'Ql—amu.'�+L�{�'Q�li'�:+�7,{• i�iiz — •. ,{� :" *� Yp�'''..,;". £���-. .�r « �`h � ,Y` y .•. �Cf/ :�'«' "�i.5•a! +Aii`RF.', fdAik.''�v'°�'r!a»14ertXA.t �Su+Kr.;�L:E!'S?bf7..:.1.Y5Z9E;:i�,-+.",riY'`�3s',^. ',] �:5:'�,�Z, t,• '~� + xk f BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK 4 s L � r PER. AnT NO. 10363 DATE: APRIL 19,2 D23 ISSUED TO: ROBERTS PREMIER DEVELOPMENT.LLC tr PROPERTY ADDRESS: 910 GLENN ROAD.SOUTHOLD { SCTM#1000-78-2-27 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in F f ` accordance with the Resolution of the Board of Trustees adopted at the meeting held on Anril 19,2023, and in consideration of application fee in the sum of$250.00 paid by Roberts Premier Development LLC and subject to the Terms and Conditions as stated in"the Resolution, the Southold Town Board of Trustees authorizes and U ry/ " R permits the following: Wetland Permit to construct a 16'x32' in-ground swimming pool with 1wide coping; install `k?! code compliant pool enclosure fencing withgates; install a pool equipment area; and to install a 4 drywell f®r pool backwash; with the condition to-establish and perpetually maintain a 15' non- ,.• '�. . turf buffet landward of the non-disturbance buffer; and as depicted on the survey prepared by " PecOuic Surveyors;P.C.,last dated April 13,2023,and stamped approved on April 19,2023. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these II ' presents to be subscribed,by a majority of the,said Board as of the day and year first above written. °. . ELIZAB TH PEEPLES-ABSENT + �, t'-^a`' t•. U�I� n CF• t',F � 1 �4. ' y b°:IF'w'•ryy';,{ip�; ,: .•'"}`_++ :ii(nSS44l°dSFh...C.ie 'r �4ifCtiln- ' r3n'usitz' 3U't'Atit`+AiYiilTttM�s ,•ihT3.Y^kYiHe.+' ,..."_.___�.._*.;__ --------- I y,� '- .> ,r1i .,,�,w ;l,v ; icr rv�' "'-' '``�ti:.lt� C::,a,, -. ;•.r�""' '1,;.`;.y •1.�� HF •''r7',r �� .1"r. Rla�`n Tr Stewart Title Insurance Company Title Number: PM-2412-'s SCHEDULE A DESCRIPTION ALL THAT CERTAIN PLOT, PIECE OR PARCEL OF LAND,SITUATE, LYING AND BEING IN SOUTHOLD, IN THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, KNOWN AND DESIGNATED AS LOT NO. 11 ON A CERTAIN MAP ENTITLED. "MAP OF WEST CREEK ESTATES," PROPERTY OF ERNEST.E.AND HAROLD W.WILSBERG, SITUATE AT SOUTHOLD,SUFFOLK COUNTY,NEW YORK, MADE.BY OTTO W.VAN TAYI,SURVEY COMPLETED JANUARY-28, '1963 AND FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON AUGUST 19,1963 AS MAP N0..3848 AND BEING MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING ATA POINT ON THE SOUTHERLY SIDE OF GLENN ROAD, DISTANT 884.10 FEET EASTERLY FROM THE CORNER FORMED BY THE INTERSECTION OF THE EASTERLY SIDE OF MAIN BAYVIEW ROAD AND THE SOUTHERLY SIDE OF GLENN ROAD; RUNNING THENCE EASTERLY AND NORTHEASTERLY ALONG THE SOUTHERLY SIDE OF GLENN;ROAD ALONG THE ARC OFA CURVE HAVING A RADIUS OF 129.83 FEET AND A LENGTH OF 100.00 FEET TO A POINT; THENCE SOUTH 2 DEGREES 47 MINUTES 10 SECONDS WEST, 246.34 FEET; THENCE SOUTH 78 DEGREES 06 MINUTES 40 SECONDS WEST, 110.00 FEET; THENCE NORTH 62 DEGREES 46 MINUTES 40 SECONDS WEST,28.81 FEET; THENCE NORTH 10 DEGREES 28 MINUTES 42 SECONDS EAST, 262.33 FEET TO THE SOUTHERLY SIDE OF GLENN ROAD,THE POINT OR PLACE OF BEGINNING. 1 I; TRUSTEE'S DEED This TRUSTEE'S DEED,dated July 27, 2022, by WILLIAM E.MCNAMEE as Trustee of THE FRANCIS H.MCNAMEE FAMILY TRUST dated June 4,2019,as to his undivided one-half(1/2) interest,and WILLIAM E. MCNAMEE,as Trustee of THE MARIA A. MCNAMEE FAMILY TRUST dated June 4, 2019,as to his undivided one-half(1/2) interest. whose post office address is: 331 McCall Avenue, West Islip,New York, 11795, and - FRANCIS 1.1.MCNAMEE and.MARIA A. MCNAMEE,whose post office address is: 19 Skipper Drive, West Islip,NY, 11795 hereinafter called the GRANTORS,to ROBERTS PREMIERE]DEVELOPMENT,LLC, whose post office address is: 3 Sandie Lane, Manorville,New York, 11949 hereinafter called the GRANTEE: (Wherever used herein the teens "Grantor" and "Grantee" include all parties to this instrument and their heirs, legal representatives and assigns) WITNESSETH: That the GRANTOR, for and in consideration of the sum of$620,000.00 and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the GRANTEE, all that certain land situate in Suffolk County,New York,viz: DIST: 1000, SEC: 078.00,BLOCK: 02.00,LOT: 027.000 More commonly known as and located at: 910 Glenn Road, Southold,NY 11971 FRANCIS H. MCNAMEE & MARIA A. MCNAMEE, are signing this deed solely to quitclaim any interest or perceived,interest they may have in the real property based on any perceived ambiguity in the deeds to the trustee, and affirmatively state that they do not believe they retained any such interest, and that it was their intent to convey their entire interest to the above referenced two trusts. Being and intended to be the same premises as described and conveyed to the Grantor by deed dated June 4, 2019, recorded September 3, 2019 in Liber 13026, Page 666. 4;W•AALt��•` VIL .,''?air+::•��.�•—`�C� - � __ ' •�� 1 +r:•' '! INA dw 70 ' �,�. '� ,�: � � • . i `�'•�Leei^�C _ r �`•- '' � –.:. • _ L ` X33 +..�. v gip' :��', '.; _ .= '���, s�,� 1E �,,;�: � �-':. "�. • 'fir ,� -'a �{� r J ��\ \_•�.�_ —1 �_ ` _ �. ...._�1 'ria` s� �� i 5/ 9'/2023 11 ' 59 Glenn Goldsmith,President '30 Town Hall Annex A.Nicholas Krupski,Vice President ', 54375 Route 25 Eric Sepenoski P.O.Box 1179 Liz GilloolySouthold,NY 11971 Elizabeth Peeples Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Moo `i, 2 .02Completed in field by; James Roberts and David Roberts on behalf of ROBERTS PREMIER DEVELOPMENT, LLC request a Pre-Submission Inspection to discuss the current clearing summons within the buffer area and how to mitigate it. Located: 910 Glenn Road, Southold. SCTM# 1000-78-2-27 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: \,/Chapt.275 Chapt. 111 other Type of Application: V/1"' "etland Coastal Erosion Amendment Administrative Emergency _—Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Aa,8stA Arte s plkc,4ni . 4 Present Were: G. Goldsmith N. Kr pski " E. Sepencski ter' L. Gillooly E. Peeples Attention: Town of Southold Board of Trustees To Whom it May concern, I James Roberts & David Roberts Officers Of Roberts Premier Development LLC & Owners of the property located at 910 Glenn rd Southold NY (SCTM# 1000-78-02-27) Politely request your next available site visit to meet to review an issue with a disturbance over a 4' path. Our Excavator mistakenly disturbed roughly 7' wide with his tire tracks. You can reach James Roberts C 631-848-3507 David Roberts @ 631-905-4789 Dated 4/21/2023 We truly thank you kindly for you attention to this matter. Have a great day! �DECE�W� APR 2 (-3 202-3 _Ljt��" n Boa of.'Trustees Glenn Goldsmith,President ��t� s®�� Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ��� ®�� P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone (631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 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 '/z constructed When project complete, call for compliance inspection; yu:%im 'ic'e<•' ..�!:'�-;.e°�,' '"• �. _``, - __.,ei- �+:. !<' a°' s^`o•'<.' :3 m,.iii•;;;`=e.L, �" asi:•-,.-6A•e`.�� a'Pelf, B tt y g s :a. ,.elm§°4 499pP•v ,;•. — .., -ao�9 4a+p r•: -_ ,:, ° p'� .•,w$5i"� .h o „ECa�° � a•:.:'' _ `a;,j, Y5� tlb V a°n_ _ ;,,°i�`ti pv/ d � � 1 r' � � yr•• d r. z . '• :` .;v•n. •;.wYvvv,-,:4":'v:rcrr•w •vaap• •n•.•^.:rrrw•rrx v.v e,y, rn.,rea)u:. ,�s .r. :n.y,vvrr,�: .+:,, „+., ,v e„i,:gn+ i.vr,vr , wG",err'•,'-r a'e lyra ^'•yvr•a• rCrr e.,,•�.0 A��' A ���`.'i�A3Ys7.s.�.dd:"C!i_4...3�.�;A_..,:!f5,/l3ilO.4.,.1��•t..�d.,�.•.ar_..7.t..3Z'•�1.Is>,...,_.,ri3<,�ta8,,.f.�«.,9.dF.S.,._�....��d!•�.,.>..tE4..�,.....1"Y.Y.,.....lGley.�.....V....+�.t-.:..z.�tiY'T.d.'k.''�.4Ct...M,.N�'�.,5'".,Xd'''4�1'+A".=".,;rk'';:Sg1Y,x,D.�!'<f �e (r .+dm Bp ��§} Ems•• �a S3 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 10212 DATE: SEPTEMBER 14,2022 ' ISSUED TO: ROBERTS PREMIER DEVELOPMENT,LLC PROPERTY ADDRESS: 910 GLENN ROAD,SOUTHOLD ' SCTM# 1000-78-2-27 .:-°`�` ay. AUTHORIZATION ° Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in .'' accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 14, 2022, -KF„ ``a and in consideration of application fee in the sum of$250.00 paid by Roberts Premier Development LLC and ;, subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees ? authorizes and permits the following: Wetland Permit to construct a proposed two-story dwelling with 2,730sq.ft. of living space; a P P rY g °4 505sq.ft. attached garage; a 268sq.ft. front covered entry; a 230sq.ft. rear covered entry; install F= a Fuji cen-5 UA sanitary system landward of dwelling; install a driveway; install three(3) L=>, drywells to contain roof runoff; and to establish and perpetually maintain a 25 wide non- disturbance buffer along the landward edge of the tidal wetlands and create a 4' wide access ":.yi path to dock; and as depicted on the survey prepared by Peconic Surveyors,P.C.,last dated '` < ' ,,• September 7,2022 and stamped approved on September 14,2022. 2 F: IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year first above written. } 4- •.r .SIF coo b a fa ppPp pP yfi rdy VOW - a •ea , .,, lir.'Nia.Simi.3.i°Ia.�i.,rlv*rea5dr:nr3%iff'A�hi�1`.fri.'trn�n^in.1•yri•9nv,ie",a7.r54.`�'nnili7.fcdi.e.e'.SSAY,P,rSYSna.uvnrlmlmue��n.�`15$Ll`,v1X;d4i3u..e9.r%�.S.an�i.5:"�Y.r.7e,iS:ii,"i5.e. Afrt.Stu.5Yn.4�r5fii\n,,.,.v..nA7.e}ti G � u. �\. Y• s +\- ..e d L`a., .,A 5va.. •dd Bio,: ;,d° 5,,.. _ � 1 a°�„ se Y��em - .;v tl' ett "-w:ep a4 a8m_ea.. .,$..,;�i�i:s`,.. ,.r.,�sao`pay q msp•. .:: ..;a 4+vava! eer f: :4e p a.0 5a. 'i•;?...'�pp..+;.�S.•°,.,..�� v :1v a,�'_ �� .,,e" ' !!a •r••; .4 k^°eA :r• `p¢�? _R m � "'{•+fit..•,+.. TERMS AND CONDITIONS The Permittee Roberts Premier Development LLC, residing at 910 Glenn Road, Southold, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. 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. Glenn Goldsmith,President ��®g SO�jhv®� Town Hall Annex A. Nicholas Krupski,Vice President 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly V G Telephone(631) 765-1892 Elizabeth Peeples �® ® 0 Fax(631) 765-6641 f 00 NV BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 16, 2022 Roberts Premier Development LLC 3 Sandie Lane Manorville, NY 11949 RE: ROBERTS PREMIER DEVELOPMENT, LLC 910 GLENN ROAD, SOUTHOLD SCTM# 1000-78-2-27 Dear Mr. Roberts: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, September 14, 2022 regarding the above matter: WHEREAS, ROBERTS PREMIER DEVELOPMENT, LLC applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated July 27, 2022, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on September 14, 2022, 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 ROBERTS PREMIER DEVELOPMENT, LLC to construct a proposed two-story dwelling with 2,730sq.ft. of living space; a 505sq.ft. attached garage; a 268sq.ft. front covered entry; a 230sq.ft. rear covered entry; install a Fuji cen-5 I/A sanitary system landward of dwelling; install a driveway; install three (3) drywells to contain roof runoff; and to establish and perpetually maintain a 25' wide non-disturbance buffer along the landward edge of the tidal wetlands and create a 4' wide access path to dock; and as depicted on the survey prepared by Peconic Surveyors, P.C., last dated September 7, 2022 and stamped approved on September 14, 2022. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Ve ruly yours, m Glenn Goldsmith President, Board of Trustees GG/dd i PROPOSED LOT COVERAGE . SURVEY OF PROPERTY PROPOSED HOUSE =2,933 Sq. Ft. N PROPOSED S7FPS = 96 Sq. Ft AT SO UTHOLD TOTAL PROPOSED COVERAGE=3029 Sq.Ft. BUILDABLE AREA OF LOT TO WN OF SO UTHOLD LANDWARD OF WETLANDS= 23,133 Sq.Ft. SUFFOLK COUNTY,23133/3029= 0.131 or 13.1.E � 1 Y. Y. +10 Lot No.s are From 'Map Of West Creek 1000-78-02-27 _ Estates` Filed with the Suffolk Co. Clerk SCALE.' 1�--- 30" on Aug. 19, 1963, File No. 3848 JUNE 2, 2022 E CE I WE JULY 18, 2022 (PROP. HOUSE & SEP11C) AUGUST 3, 2022 (FLAG WETLANDS) AUGUST 22, 2022 (Revislons & Corrections) SEP - 9 2022 SEPTEMBER 7, 2022 (Revisions Per Trustees) 600101d - N�O *F�LLPWVHIN 150' OF SUBJECT PARCEL Board of Ttustesa 88¢,0, - -- POLE X GLENN ROAD X CL'EL 10.0 Tp �oHw CL. EL 9.9 TER IN STREET EpP �g E�oHW� PUBLIC WA AP P R �� OH w oHW CURB R�D OF' I RUS.TE FNo• 7ESr wEZL EOP °"w oyw Pou7Y -TOWN OF-SOUTHO D EL 10.3 R-129. �=100.00' EL a1. _ 83 W DATE , 'E�8°9 I'" 5 z �M -4 (s) 3D� — Mto9 y } X 8'DIA LP EXCV �u � s ESI Aj 8 �1 PROPOSm ILWO W R Ci 4W �1r 8' MIN_ 1 23.0' YM a o FUJ LEEN 5� G/1WVGE Io��} sT. 7 ' I 13.0:0 MIN C/o �CORB 1 1/2 90"' DW 9.5' m 18.5' 0 2, E H w BB FVO-60 ' o PrsoPosm 2 sn I CURB �` 0 WME ZW GOER `X co I, 22.5' M CURB 4.5'E A 0 3 - - - - / o.sRw ' �6� 14.0' $ OAR FRAME p C� 23.0' R °D p oZ x n l 0.81SHED -4 6PROPOSM IVO PORCH2 a 4 Q H. J ��y/ DW ,� a' DW COW e _ � D GAZEBO -�'0E RAIN RUNOFF CON TAINMEN T x� — M PROPOSED HOUSE 2,956 Sq. Ft. sC o 14 co 2,956 x a 17 x 1 = 503 Cu.Ft. LOT 11 o N 503/42.2 = 11.9 VF (1i Provide 3 DW 810 x 4' Deep= 12 VF X41 4' ACCESS TO DOCKW 3 Connected by Gutters & Leaders DSEP77C DESIGN .d' 25' NON DISTURBANCE � BY GYYN/S BERRY - N NON TURF BUFFER NYS UCE74SED ARCH17ECT O N 5 L N .�MgER . RET WALL TEST HOLE DATA BA K McDONALD GEOSCIENCE . _ O OF - � D 05/12/22 11.20 AM TOP OF BANK - WM EL a9"- MHWM� -4. SEL .3 WI-F#6MHDARK BROWN LOAM OL TPO A 1' LANDWARD EDGE OF ,'M WOOD. BROWN SILTY SAND SHTIDAL *0LANDS AS WLF#2 #3 CA LOCA7ED BY ROBERT�� WLF#1 3• ANDERSON, SUFFOLK ENWROWMENTAL PALE BROWFlNE SAND SP JULY 21, 2022 CREE EL. 1.0' 79' WEST WATER/N PALE BROWN FlN£SAND SP KEY N 110. = AG 6 WL FL . Q = REBAR ?4540; KHEAD 1r ® = WELL S BUL LOT 2 NEW YO/�K O BEZOW SUENCOUNTERED O MET2 A = STAKE � � 1 West Creek Development,``v vp�' GFq - = TEST HOLE LOT .Map of Q. 1236 • = PIPE Subdivisisuffolk CO. File N ■ = MONUMENT unurY POLE - ELEVA77ONS & CONTOUR LINES.ARE REFERENCED TO NA VD 88' CERTIFICATIONS: , 0 �, .Y.S LIC. NO. 051132-01 Roberts Premier Development, LLC M N.YS. LIC. NO. 49618 ANY AL7ERA770N OR ADD177ON TO THIS SURVEY IS A WOLA77ON Prime Meridian Abstract; Inc. ECONIC SUM I/EYORS, P.C. OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. Stewart Title Insurance Company EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICA77ONS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR 77-1E IMPRESSED SEAL OF 7HE SURVEYOR 1230 TRA VELER STREET WHOSE, SIGNATURE APPEARS HEREON. AREA= 29,348 SO. FT. SOUTHOLD, N.Y 11971 22-012 ��S11FF01,f00 Glenn Goldsmith, President ��o oy Town Trustees A Nicholas Krupski, Vice-President y = 54375 Route 25 Eric Sepenoski o ^* P.O. Box 1179 Liz Gillooly 'ylj ao�� Southold, NY 11971 Elizabeth Peeples �l '�` Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: ROBERTS PREMIER DEVELOPMENT, LLC Please be advised that your application dated July 27, 2022 has been reviewed by this Board at the regular meeting of September 14, 2022 and your application has been approved. pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1St Day of Construction ($50.00) %Constructed ($50.00) x Final Inspection Fee ($50.00) - Dock Fees ($3.00 per sq. ft.) xx 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 t'V� Board of Trustees Maim Diane From: gorskyfamily4@aol.com Sent: Wednesday, September 14, 2022 11:56 AM To: DiSalvo, Diane Subject: [SPAM] - Board of Trustees meeting on September 14 regarding property located at 910 Glenn Road, Southold A survey was sent to us by Roberts Premier Development, LLC, regarding the property located at 910 Glenn Road, Southold. Upon comparing it to a survey done for our property at 1020 Glenn Road,Southold, (File No.49693, surveyed on 4/27/2016), our survey shows a wire fence running along our property line. The survey done for 910 Glenn Road, however, shows the fence partially crossing over onto their property. Sincerely, Angela and Michael Gorsky Sent from the all new AOL a p for iOS ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 PROPOSED LOT CO VERA GE PROPOSED HOUSE =2,933 Sq. FL SURVEY OF PROPERTY N PROPOS STEPS = 9 Ft A T SOUTHOLD TOTAL PROPOSED COVERAGE=3029 Sq.Ft. BUILDABLE AREA OF LOT TOWN OF SOUTHOLD LANDWARD OF WETLANDS= 23,133 Sq.Ft. �r 23133/3029= 0.131 or 13.1 ' SUFFOLK COUNTY, 1 r. Y. 46 Lot No.s are From 'Map Of West Creek q 1000-78-02-27 Estates' Fled with the Suffolk Co. Cleric SCALE.' 1'= c70� on Aug. 19, 1963, Ft le No. 3848 JUNE 2, 2022 JULY 18, 2022 (PROP. HOUSE do SEP 11C) AUGUST 3, 2022 (FLAG KEMANOS). AUGUST 22, 2022 (Reals ons Corrections ) SEPTEMBER 7, 2022 (Re dons Per Trustees) 5- P o '2022 Z--_.NO WELL WITHIN 150' OF SUBJECT PARCEL Southold Town Board of Trustees a UnUTYDA� x cL.EL 1°•0 8¢'O' 10 xCz. j R srD 6q 9 8 pUBL1C WATER IN ET SBP OH CHW BB CURB Pn £OP OHW-----OHW U77UTY EL. la °. TEST WEtt R-129 100.00 1 .83 L- EL al' TEST HOLE -4 MIN 1. M EL 8.9' (5) 3'DEQ 3 ►7 y X 8'D/A LP E 1 �v 04 < ' N o® O El 1V0 Q: �I 23V 0 Isr 7� f . Co , URB 1/2 w 18,5' 02W BB ►wusE �µe ' 2 CURB �` c Ln FR, WJWFF-12N � � SCARFE �xN CRB �,b'E 0 3 23.0' a.c�' $ 0/L FRAME p o V w SHED v 2 W m ' 2a onw co VD Q �� __ GAZEBO J sBACls RAIN RUNOFF CONTAINMENT- FE ONTAINMENTFE -- a t� PROPOSED HOUSE 2,958 Sq. Ft. R200WLOT o (0 2956 x 0.17 x 1 = 503 t:u.F 11 w W N 503/42.2 = 11.9 VF ProvVe 3 DW 810 x 4' Deep= 12 VF ala/ 4ACCESS TO DOCK3 Connected by Gutters & Leaders p SEP77C DESIGN 25' NON DIS7URBANCE BY GEMIS BERRY N NON SURF BUFR n NYS LICENSED ARCH/TECT _o a 5f -nETEyR R TEST HOLE DATA 13 } McDONALD GEOSC/ENCE OE D 05/12/22 11.20 AM TOP OF BANK " " 4. EL 89" MHWM� DARK BROWN LOAM OL R WDAL AR 4fi { �" SOD LOCATE BY DS AS 1 WLF#2 �#3 " CA�p,LK BROWN STLTY SAND SM ftfimT 3, D `?LK vrAL PALE BROWN RNE SAND SP A/LY 21 2022 CRrill � EL 1.0• 79• � T WATER /N PALE BROWN RNE SAND SP KEY8 00' - WL FLAG N62. T 110• � R - RR17' �w 578.05'40 BULKHEAD , *ELLNOTE: WA 7ER ENCOUNTERED ® LOT 9 7.9'BELOW SURFACE TA 1 — SKE — TEST HOLE LOT a cif West Creek e� • - P/P£ bdvisioSu File Na , } ■ = MONUMENT — U77UTY POLE ELEVA71ONS & CONTOUR LINES ARE REFERENCED TO NAVD 88' CER TIFICATIONS• N. Y.S. LIC. NO. 051132-01 Roberts Premier Development, CCC N. YS. LIG NO. 49618__ ANY ALTERATION OR ADD177ON TO THIS SURVEY /S A WOLA71ON Prime Meridlon Abstract, Inc. ECONIC ,SI y'ORS, P.C. OF SEC77ON 7209OF 7HE NEW YORK STA7E EDUCATION LAW. Stewart Title Insurance Company EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER70CA710NS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COP/ES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRA VELER STREET WHOSE SIGNATURE APPEARS HEREON. AREA= 29,348 SO. FT. SOUTHOLD, N.Y. 11971 ��-012 Glenn Goldsmith President , ' Town Hall Annex A.Nicholas Krupski, Vice President y K„. Eric Sepenoski 54375 Route 25 Liz Gillooly ' P.O. Box 1179 Elizabeth Peeples ' ” "°' Southold,NY 11971 r7 w� , Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field inspection Report Date/Time: (AL L1:L- Completed in field by: ROBERTS PREMIER DEVELOPMENT, LLC requests a Wetland Permit to construct a proposed two-story dwelling with 2,730sq.ft, of living space; a 505sq.ft. attached garage; a 268sq.ft. front covered entry; a 230sq.ft. rear covered entry; install a Fuji cen- 5 I/A sanitary system landward of dwelling; install a driveway; install three (3) drywells to contain roof runoff; and to install and perpetually maintain a 10' wide non-turf buffer along the landward edge of the tidal wetlands. Located: 910 Glenn Road, Southold. SCTM# 1000-78-2-27 Type of area to be impacted. Saltwater Wetland Freshwater Wetland Sound gay 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.; ¢ 4 y Present Were: ✓G. Goldsmith N. 14rup Irl E. Sepenoski L. Gillooly Peeples PROPOSED LOT COVERAGE SURVEY OF PROPERTY N PROPOSED HOUSE =2,933 Sq. Ft. PROPOSED S7EPS = 96 Sq. Ft . AT SO UTHOLD TOTAL PROPOSED COVERAGE=3029 Sq Ft. BUILDABLE AREA OF LOT. T 0 WN OF SO UTHOLD LANDWARD"OF WETLANDS= 23,133 Sq.Ft 23133/3029= 0.131 or 13.1X SUFFOLK COUNTY� N. Y.Y . 1000-78-02-27 SCALE: 1'= 30' I^ JUNE 2, 2022 JULY 18, 2022 (PROP. HOUSE & SEPTIC) AUGUST 3, 2022 (FLAG WETLANDS) AUGUST 22, 2022 (Revisions & Corrections) NO WELL WITHIN 150' OF SUBJECT PARCEL UTILITY x�I..E� 10'0 88¢ POLE GLENN ROAD 'r0'Tp tilq�N %—oHw F ~oHw L. EL 8.9' PUBUC WATER IN STREET EOP e'9�'fijF op �°HW w E� ABB CURB �Rp'9pPIPEEOP oHw_`oHw U"UTY FND. LEST WELL I P EL 10.3' R=129,83 L=100.00' ' W ' EL a.1' 5' MI, 1 M EL B 9' (5) 3'DEEP I w 3 Ix a'DIA LP EX pp� O < V WW N EX EX OY kv &1 P I& PROMM O O` j 15.2 X11 40' FRW 8 MI 0 k O 3 v \ V 2&W YMo Q�ElV�5� QJ GAILto? } ST. j y I 13.o'i� MIN C�o /gURB R K y W DW ' 0.0 I&W Q2'W y J ' BB CURB J WR9" FR. FF-120 o I SHED 9 F COR E �X 'CURB 4.5 Lot No.s are From "Map Of West Creek OR Estates" Fled with the Suffolk Co. Clerk / a'S ' �. qb' �, 0/L FRAME on Aug. 19, 1963, F71e No. 3848 . 20.8' SHED PROPOM a� RioCo VD F DW SEP"C DENGN 1� DW - GAZEBO BY QLW VIS BERRY D NYS UCENSED ARq•IITEcr 4°E RAIN RUNOFF CONTAINMENT.• e I V E _ �`W PROPOSED HOUSE 2,956 Sq. Ft. EGF. 6C o to 2,956 x 0.17 x 1 = 503 Cu.Ft. cV 503/42.2 = 11.9 V7- AUG 3 d 2022w Provide 3 DW 810 x 4' Deep= 12 VF �W w 3 Connected by Gutters & Leaders LOT 11 0 Smttlt wTown Go .- %aid ofTt mk" Q N Z 10' NON DISTURBANCE 5.1 Cn .nMIO? LL NON TURF BUFFER RETYATEST HOLE DATA - END McDONALD GEOSCIENCE FE 05/12/22 11.20 AM TOP OF BANK - MHWM F 4.9E Ez a9 MHWM L-4' ' WLF s DARK BROWN LOAM OL LANDWARD EDGE OF H 1" HVM WLF#5 "DAL WE7LANDS AS �� WLF#2 WLF#3 MH - WOOD BROWN SILTY SAND SM LOCA7ED BY ROBERT WLF#1 3' ANDERSON, SUf ENVIRONMENTAL FOLK PALE BROWN FlNE SAND SP JULY 21, 2022 CREEK E'L 1.D' 7.9• WATER IN PALE BROWN FlNE SAND SP KEY = HL fzAc 6 • Q - REBAR ?¢`S10a S8.'] 05'4d„wBU LKHEAD :No7E: W47ER ENCOUNTERED ^ ® = WELL LOT 2 OW SURFACE A = STAKE 1 West Creek Development' Q �ET2r, B = TEST HOLE . LOT ,dap°of No. 1236 Q�• �t • = PIPE SubdivisiSuffolk CO. File U) o. ■ = MONUMENT p Mj = U77UTY POLE ELEVA71ONS & CONTOUR LINES ARE REFERENCED TO NAVD 88' CER 77FlCA77ONS. [C. NO. 051132-01 Roberts Premier Development, LLC , .YS LIC. NO. 49618 ANY AL7ERA710N OR ADD177ON TO THIS SURVEY IS A WOLA77ON Prime Meridlan Abstract, Inc. PECONI ORS, P.C. OF SEC71ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. Stewart Title Insurance Company 631 765=5020 FAX EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER7IFICA77ONS ( ) (631) 765-1797 HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET WHOSE SIGNA7URE APPEARS HEREON. AREA= 29,348 SQ. FT. '2jo 7 A L Y. 11971 22_012 -- ISSUED FOR • - DATE DESCRIPTION 7t22122 DOB SUBMISSION Project: M 2 000 SUBMISSION o RertS'� Premier 9 10 Glenn Road, N PROPOSED LOT zg-"COVERAGE SURV PROPOSED irps -2,. Sq.F,. PROPOSED STEPS -96 Sp.F!. REVISIONS TOTAL PROPOSED COWRACE-5029 54rt BUILDABLE AREA OF LOT TOW NO. DATE DESCRIPTION LANDWARD OF NETLINDS-241JJ Sgft. n•-�� Southold 9 NY 11971 2JlJJ,J029- DTJ!dr,J 1S a r\ JULY i$ AUGUST 1000-78-02-27 AUGUST 22, ROOF "414 V.TA G41 4'V.TA M44'V.TFL SCTM # �\ NO WELL 1411MN 150'OF SUB.IECT PARCEL/// ��I Po°rTM ` GLENN TOAD xa.�. I •,nv y vaxw I - 44Vo•rOM W �'LI.EL 9.9' PUBLIC WATER IN STREET EO I l l �y M4tw A/,yB Rp�arn�onv N V / gj'L/E•yj, EOP ABB CBRB unun' rEsr 1¢tt d ,-� I I � EL Ia5• RT29,83 L-100.00'' a a,• p����;;��,, I NOTE �,flmg,ry T6)J FEW FDRUPH TO C01PLY W/CODE I N 'j !xx x e'DIA LP EX ��eW E d BATH I I WA PLIl.ENO FIXTIfES N $ v kF EX' ' Y. a v F ZVI 2Y1 I ZVI LNORV 2N� ZV PS qq I_EX LGI 2 ALL IOL Agu o YANac BHNL P 4 = Z COFFaab To RD PUAIEM CODE ° e vo x` �, r Z„ YMP•pfd I 1 :c bFIOJFA I I 2 cla m'1 if sr / U 2ND FLOOR Z ( ao da /p/CGUGRRB 0 BS �y eI Os2W • a 95 � 2'W , I b pgg0^.,m 1 QY. I bg1 BB CURB ED I '� fA N016L it,2A' I d $H t,rw e/RM jN+ �r 9 CURB 4.5'E NMI I aro From the ff Wast CYlar 7/ d ga• - I COR �i1 __^_ Z afes-f7eE WM the SLNMY C6 Ger os -AHI P, Ya1C�n� tt 20.E• I 'SHEDFR E t N 4S Aug. ;9• 1965 f8e Na J648 /jJ Q 1"', i CJ GAZEBO p I BATHI J. A hl A(BATH VpE I I I z•vl I 2'vl 2'VI I -�-. "'9"• 4. RAIN 2'VI �I 2'/I �2'V IOTCHEN rVl Z'V I LNORY LV! �"-ta"��, I I I I I I I _Y — �. M PROPOSt DA xiy 8 WJ/42. Oma• yA�ta wa Wa WASHER'7 >` Pro de Qk n4 DW I a� 3 Connect 1ST FLOOR 9p �ON� ns ' / car it o c V N a 7 °Be 1V S5 2W 35 Z'W 2Y/ 98 Zw 21V TO PROPOF®SrS rE 2 10'NGV DISTURBANCE 3.1 TMBWALL31'� 0'W 8V, NONRFFERRET•SCALE NTS. 3 0 2022 ra-OF BAN3 :^FIS ENDPPFPARED UCC MIo�Arob.Sri, T)D f8nM THAT 7}ESE PLN14 w&RE MHAU B.PeiYSW,AFDTOTIE BEST OF My HttH2OOCWPLY VAIH K40WLMM SELF AM µT 'htFN N WALK PRCVGCIS OF THE NEW YORK STATE National Flood Hazard Layer FIRMette ;�rtEA1A ;Cigna ? �,µt saL9srouo THE W-WFIRE P ff4 MGYODOE IIu laidTown HRONNOy1AL CCNSEAVATM CO STRIJOTON COOS y -- - Board of Tnis MCREEK DRAWING W EST 11D,o COVER SHEET 5715705.4(yB LK14EAO ¢ I AREAOF MINIMAL^F�OOO NA2ARD ! °° °-®'P""'�" -SWE 1� I 'Devd-poneoL rr5T Har IAT 1 No CI Vallo.12SB SITE PLAN -PSB sabdtPt3,on settotxo. o ,PROJECT: -YOVUULNr TV Roberts Premier J--_ .���.�., I)p elopement LLC CODE INFORMATION Minimum Uniformly Distributed Live Loads: Table Riots DRAWING INDEX 2GnP.JdanlacadaafN-Y¢ tl-e(Nu�¢Ion—No. .rml9) 910GIennRoad, A"W SECTS 2020 BWdllg Codeaf New York Stile(pvlloalondata No-oW2019) USE LIVELOAD DEAD LOAD ` �• �� T-01 EMP PRD,FEMA MAP A-08 SECTIONS 2020 Rurnbl g Cade afN-York Stale(putlloalontlata N—rloor2019) Exterior Balcones 40 psf 10 psf SDuth0ld NY 1197`1 �_ A-01 f3.EVATpNS A-09 SECTIONS 2020Mxhedcd Code of New Yah Slste 1putlralon ata Naysnbar 2019) r5- rmao,u2WmFudGaeCodeofNowYohSlate(NbratondateNwmnberml9l Dem 40Paf 10 psf DATE 7127122 A-02 ATIONS N-01 FASTI3N63 8 STPJPPNG SCHEDULE 8 W.C.DETPJLS 2020 Fre Coda of New York StelelNtiealon dais Nwmb.X19) A-03 FOUNDATION PLAN N-02 AS 3FALA!(ipETALB Passenger Vehicle Garages 50 psf as per plan Q A-04 tSrR00RPLAN N-0B PTWN9NGCETALS 2020Eda1,—dngCod,orN-1*Stoll(WtiwlontlelsNove 12019 PROJECTNO. 221018-Rabefls tom Energy Concervalan cenawcmn C.—fNewr¢h91¢ta(Nfratosdata ra.embar ml s) ATTICS Wthoul Storage 10 psf lops - *"'�''-' A.05 2ND FLOOR FLAN G-01 GBJff1AL NOTES z9laedtonollne Energy smaevd r¢r erBdnge ExroplLawWse Nedmmd auange(-A9HRAE 9at2018) DRAWN BY MS -'� ICCAIIA-Wr9Acxedtle MdUseableMdM,MdFvdileeWNTAe NYSN,WyAdapted Ao Wtliryagn i t G-02 ('HLFUVZ )� ATTICS lulh SlWraga 20 paf 10 f _ A-0B ROOF F1JW � r»"� ^11O10Yei-nO ROOMSotherthan Necong rooms 40 p psf CHECK B sl to Y. MS TABLE R301.2(1) - ,t �/ ", ®'-�a% • ,m�� CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Sleeping R— 30 psr m psf DWG NQ 4 13' 4 ae. s®w�..+-'rlreu°. ••-rr.s Stairs 40 psf 10 psf WIND DESIGN SUBJECT TO DAMAGE FROM UMTOF Guardrail and Hand is 200 par 10 psf WINDBORNE SEISN9C �N� ICESHIELD pAR MEAN GROUND TOPOGRAPHIC SPEdAL WIND UNDERLAY- FLOOD MODERATE _ T=01. 1.B fH10 "_"^'•• rr..w.-r..,-.rw�r 94ow SPEED(MPH) REGION DESIGN FROSTUNE DESIGN MENT HAZARDS WAVE FREEZING ANNUAL ROOFS: o 029 tw leo I:m 2, r�a-rte EFFECTS REGION REGION CATEGORY WEATHERING TERMITE TEMP ACTION INOF�C TEMP Rat 4Inc Inches rItleis then per fool(1:pe tS psi. ,rsa,m.,.,ma.mm,.r.ty.u..n..eo:nm.amo LOAD DEPTH REQUIRED rAODERATETD i59e4inChesperRlessthan72inMesper � 12ps1 10 psr SCALE SHT.NO. FEMA MAP OF 9/25/09-ZONE X 20 Psr 140 NO NO YES c SEVERE 3 FffT HEAVY 11 YES NA NA BIB 521 DEG AS NOTED i ISSUED FOR: DATE DESCRIPTION 722/22 DOB SUBMISSION 8129122 DOB SUBMISSION OONTPAlOL5 RDGE UBJT T/0 RDCE liw 11IG POST 4x4 BAACf3 14 D ro BO m atzn /12 5 Ag Q5 SECOND LEVEL RATE FBGHT+ 12 REVISIONS DA S D4 'SEM) AL OT NO. DATE DESCRIPTION 6/12 B W10 SECOND LEVEL OfL00R MAP!LEVEL PLATE HEIGHT � 4/12 W013 LW LAP MM 5A4PID,V WNDO 1 x x (5'EkPOSLRD (TYFICAL) HAPDERM LAP (S MAN LEVEL SLFFLOOR BH.251 J AVERAGE GRADE ELEV.9.9 14'x2'-T4 LONG 14'x7-4-4 LONG FELD VEITY STEP AND W'x2'-14'- Lam' CLITURED STONE VBM W/ PI ANTER SHE F RANTER SHELF MALK LOCATIONS BASED RANTM�F 4'ROCK FACE)CAP STONE a ON WED GRADE FRONT ELEVATION A-01 SCALE V4'-T-0' L o U� � oa T/O RDGE • m COPTUM RDGE VETT — • u ;Q R a^P • c c d P a �o ,e SECOND LEVE.PLATE FBGHT A T slim Q � 1 P88 0 Q �OF NfdN� SECOND LEVEL SUBROOR J TM CERTFPS THAT TEE PLANS WERE PREPARED UNDER MY DRECTION AND MAN LEVEL RATE FBW J SUPERV"AND To THEBE57 OF MY KNOUAIDGE BHNB'ANO PROFESSCRAL 5/47 V TRIM BOARD JIDGEMINT COMPLY WH THE LATEST PROVISIONS OF THE NEW YORK STATE IFFOPM FPE PREVEnM GILDING CODE AND THE NEW YOW STATE 94EiGY (5 HAR�PLAPB(LAP SONG �9 ' CON6EiYAT%N LQSTRUCTDN OOCOME� HAR�V t8C LAP SDP)G'EaPOSURD D L6v DRAWING ELEVATIONS MAW LEVa MOOR REV.251 AUG 3 0 2022 - - - - - - - - - -F AVERAGE GRADE qEV.9A' - PROJECT: l PTovodq ddde T }S {j t i SouthDldTown Roberts Premier I I 4�Roq®FA CAr�-II=/ Board of Trustees MSS AM= Development LLC L+� I BPEO.AER FOR FLLL 2 RIGHT SIDE ELEVATION Ll-_-------1't-- �`�P ENT Y A.GT SCALE Va•-T-T SILO Glenn Road, Southold NY 11971 DATE 7122122 PROJECT NOL 221 18-RObeTt6 DRAWNBY MS R AS*n 94ALL 8E WTA1 i ED AT WALL AND RESDFNRa CODE OF NSR PgWWg.NT AID V4n4CUT A DISCONNECTING GWtTtli NOTE: CHECK BY. MS �g X11 ani ME NOTE NOTE SYMBOL LEGEND C4Ita V2'GYPSUM Be,RAFTED& ROOF IE N ROOF SLOPE �EVER CA A B A ALL FXIERIOR COALS ARE OESI(3'ID AS TYRE r �""HM UND OTHER Tf4J 7IROg RE(x1R®FOR OVERCtARBHT NEW WOOD STAN&RALNG TO BE OWT�RESPOfSIBLB POR CFRCEHNY6 SOL TEST TO D(TG WALLS TO BE REMOVED 1B SPRAY FOAM NSUATxDN N ALL CATHEDRAL C9.NG5 EDQ5TNG BIRDF139 U1 W F�AI,PLTERATXk, PRaMTIOK SMOKE ALARMS SH-11-BE PERMITTED TO(E O 6N3E&MULTIPLE STATEN sdNE Away DWG N0. SPPGOID-S COATS MND ON ALL QRANSE N ROOF SLOPE OR ORECTLW,AND FERFOHA7IED g�ppWA i c SBECTTfl BY UANER PANG RISER HOT CHECK FW SEPPNG CAPACITY CO SOL AND WATER HOG WALLS TO RBNW WALLS&CELNGG RYPI AROUND ALL ROOF OI`&t .FLASNG S SLI CHARGE OF DOCLPAICY,A LAPD OR RELOCATION DB 8Y4LL BATTERY POWER OPERATE]VNF6,FISTAI D m N B1-DNG9 &V4&M R TREAD DEPTH 9WL BE •B� SPRAY FOAM M A T N N ALL FLO RS OVER BE CORROSION RESISTANT RMbL V M 28 OAIID SFEAT}RNO TO E M4,V7 HOOD 311RUCTI.FNL BE PROVDED VMTH 9JGCE PJJJRMB AS REDIA®BY WnIICUT COM+EROAL POWER OR AN W9TE ELBOTREAL M M,LEAD ROOM 8'-e'.H VMRAL ON TABLE LEVE- ® CARBON E �g' �IECTOR NEW CONETPUMON •BSI! SPRAY FOAM NSLLA7ION N ALL FLOORS DVH;ULJCNDITICNED PARS CN WIRIOR ATTACHED W/eD APPa=J PO ER SYSTEM OR N BULOP4 35 THAT U DEFt' `x1 REPAIR CCITIRACTOR TO PE-GRADE ENSTN3 EARA PITCH ZO"FAN •ELM SPRAY FOAM MA ATI N N ALL FLOORS OVHi OIR9DE PR A-01�O SPACE V2'MOISTURE RE93TANT GYP" ALL EWC1gD FASCIAS&TRIM TO BE COMMON NAL&o V OC.AT PANEL EDGES AND aata�SOURCE ALTERATION,CHN EE OF OCCUPANCY,ADDIIID OR AT LEAST CNE SDE OF STAIRWAY LESSY. AWAY FROM THE FDUSE MANTRA M4,E CLEAR • /"1 80.RAPEO&SPACnE)-3 COATS CAPPED BY AWA T2'QC.N FEL0.SSE CR SFEATHNG SHALL BE FWNLAAll-HBHT NOT TO BE LESS hVJJ ® BFAPNG WALL BM SPRAY FOAM N9J-ATION N ALL EXTERIOR WALLS MSL TAW ALL TUBS,SHOWERS, CONTri/7L5 FROM BOTTOM ftA7E TO 7FE N NEW CCMi MUCTWK THE REDURED SMOM ALARMS PBOC'TION N ACCORDANCE WITH APPEDIX.1 W&NDT MORE THAN 38'ABOVE FROM BOTTOM OF NEW SONG TO GRADE SLAMS&WD N BATHROOMS RYPD ALL VALLEYS,0*4EYS.SICW13HI'LL EAVES PND SHALL f?LiSVE THBR PRIMARY POWER FROM THE BUILDING R313 t2 STAR TREAD NOBNL HANDRAIL EHA1L X POST TEAMATbN NEW PA FNA WALL _.,_r RACES TO RK£VE'SFOR A31ARDr LEAN(BALRIER UPPER TCP PLATE WRH ALL PANNE.EDGES WHIG WHEN SUCH WRNG IS SERVED FROM A CONIMMON.CARBON MONOxDE ALARMS SHALL BE NSTAL.E7 N HAVE A FEU.ETHi NMBSITH N AT ® HOLD DOWN SE 9HT NT-01 OVER PnN.nu CONTRACTOR To LA3?FY EJ09TNG PRET FLOOR cm ft. 1— SCALE SET.N0. BY'aAP OR APPROVED EON.AT ALL LUES& FDIDOKT6 ARE PEOUiHI AT EACH END OF SOURCE OR AN W-STE ELECT IC&POWER MU M AND DISNTD BLLCI935 UDERGONNO REPAIR ALTERATION. NEAsr 4'&NOT GREATER 1WW B-V4' WT+DOW HEADER SIZES HA,I$TO BE 0214 UN.0. T0. TEMPERED GLASS lWmNmuM/tlf9e76E uam aTnAlel PBNeO TO BE PROVIDE N C9.1HGS E1P0�TO INFEATEO fPACtB WES.EDaEND I.WERL.AWDn'24 PAST THE H3LDW ED�R WALL WH9H PWARY POW R IS NfERRIPTED,SHALL RECEIVE CHANGE OF CCCUPANIOY ADOUM OR RaOCTW N W/A MAX CROSS SECTION OF 2-V4'. FASTENERS B•®(f Y FEW AS NOTED MI)E THE EXTERIOR WALL LM OF THE BULDIJO POWER FROM THE BATTERY.WRNG SHALL BE ACCORDANCE VMTH PPPBNDI(J. ISSUED FOR: DATE DESCRIPTION CDN11fYt1D A FUDGE VENT T/0 FUDGE 7/22/22 DOB SUBMISSION _ �, 6129122 DOB SUBMISSION 12 �14 5p SECOND LEVE_RATE FEGHT S1 M i F REVISIONS NO. DATE DESCRIPTION SECOPD MFLOOR MAP!LEV EL PLATE FE1GFf� 5/4'X 10'TRM BOARD I � RAPBEFLANK LAP SMG (5EJQ'OS(AE RE 11 MAN LEVE OOR dM.01 - - - - - - - a - - - - - - - - - - - AVERAGE GRADE(ERV.9.(Y+/) UTLFUED STONE VEI''m W/ e 4'ROCK FACED CAP STONE a R a REAR ELEVATION G A-02 SCALE V4'-T-0' � Z o 12 u� v� 12 T/0 RDGE J --J • u F CONTPAJO(1S EDGE VENT XM N C P a A SECOND LEVE.PLATE FIEGHi 9�OF Nk^N� THIS CERTIFIES THAT TTESE PLANS WERE PREPARED UNDER MY ORMION AND SECOND LEVE.W R-OOR J SDPEW SON AND TO THE BEST OF MY KNOW.EDBFE,Bala'AND FROHS304AL JIDBa.BR COMPLY WITH THE LATEST MAN LEVEL PLATE HEIGHT J PROVISIONS OF THE NEW YORK STATE LNFOODE 12 A THE NEW N:W STFRE PREVeRTAATTE BEBWY 4p x COISSIVATDN CCISTRLDOTUN LODE UlmHARDERAN 1 LAP SONG D ®p7 p Mal (S E1 plama/ (e�a DRAWING 5/4'x 4'WPDOW ELEVATIONS AND DOOR TRM CIYPOW STONE VE1'EEFI-VOR AUG 3 p 2022 STYLE WITH O'M�L _ MAIN LEVELS���01 PROJECT: ----- - - - - - - - - - - - - - - - - --- - - - - AVEiAGEMADE®.EV.9.0'+/a Southold Town Roberts Premier 4TLiED STM vE�w/ giro ofrrustees Developement LLC 4'ROCK FACED CAP STS 91D Glenn Road, 2 LEFT SIDE ELEVATION Southold NY 11971 A-02 SCALE: V4`d-0` DATE 7122122 PROJECT NO. 221018-Rabeft DRAWN BY MS FLA5HN0 94PLL BE WALLED AT WALL AFD RESIDENTIAL CODE OF NIS PERMANENT AND VJTHOJT A DLSWMECTNa SWTCH NOTE N0� SYMBOL LEGEND NOTE t� CHECK BY. MS 1?GYPSUM B0.RPA3]@ ROOF NIEL9ECTION$WTEPE EVER THERE B A ALL WALLS ARE DBIGNE D AS'TYPE T RSLM11 MIM a 2 OTTER THEN THOSE REQU RED FOR OVE OLPRBJT NEW WOOD STAR 6 RALNa TO BE OWNER RESPONSIBLE FOR CREGRNS SOL TEST TO O OHiE 8 M17PIE STATION.�ALNR.OS �WALLS TO BE REMOVED •B� SPRAY FOAM N9IATION N ALL CATHEDRAL CE NW DWG NO. SPACIQID-S COATS MN)ON ALL OiANEE N ROOF SLOPE OR DRECTION.AND E`WM SULDN39 UDBWNS REPAIR.RELOCATION PROTECTOR SMOKE ALAFM BULLL BE PERMITTED TO BE St�TED BY OWNER QM RISER HST CHECK WALLS 6 OE NOS.DYPI AROUND ALL ROOF Of B*M FLASHING SHALL PERFORATED 9fARWALL6 &V4 B MM TREAD DEPTH&WL BE FOR BEARNO CMACfIY OF SOL AND WATER BEATHNO TO BE MM V2'WOCU STRUCTURAL BE POE OF OCCI.PANCY.A ALARMS OR RE O RE DON 8HA1L BATTERY PoWEO AL POV&WHEN MTAILED N B L DNGS TABLE LEVEL- CARBON MDND7J]E DEFECTOR S.DII�OE1BCiTR DCRi WALLS TO RBMN BE(%MA09W PffiTPM QANMM 28 OPA!>D BE PROVO®WTM 9.1CKE ALARMS ASI FH'XR®By WffIDUT CAMAERCNL PoW63 OR AN 04-sm ELECTMAL gO MM LEAD ROOM B'-W..HAND -ON rB34 SPRAY FOAM NSLLATIOJ N ALL FLOCKS OVER LNCO�TgNED PANELS OJ EXTEYOfl ATTACHED W/BD NEW ® EL3B SPRAY FOAM NSILATI FLAT Cf7NQ£ AF'PEDDI J POWER SYSTEM OR N F COL THAT UJJEO K O REPAR V2'MDBIIFRE PE94TANT OY'P91J Ail F76ROFID FA94AS 6 TRM TO BE CQMMCN NN.9®6.00 AT PA18®OE9 PAD RBKi o POWER IBLE ALTERATION,CHAOOR OF OCWPANICV,ADOTROy OR AT LEAST ONE SIDE T BE LESSY. CONTRACTOR TO RE-BRADE B49TNS EARTH.HTU1 E00 CFM FAN • SPACEA�ll� 60.RAPED 8 SPACK E-3 COATS ) W 8,NO HOOT NOT N eE LESS 7T4W ® BENQ+3 WALL BM SPRAY FOAM NSLLATLN N ALL FLOORS OVER OUTSIDE AA A lJ I.MD Baro ALL T=SHOASOS, CAPPED BY ABM TY TV N RSA M BOT FR M PLAT NO SHALL BE N NEW COSTAIDT/?L THE PE1l1RED F7J01�P1JVU.6 RaDC71CN N ACCOPDPllCE V4M APPENDIXLI S4'8 NOT MORE TOFJJ SB'ABOVE AWAY FROM M O HOUBE WD.H.r I MM 5 CLEAR •gg SPRAY FOAM N9,LATO1 N ALL EXTEfi'AR WALLA CWJIIIdDIS FROM BOTTOM RATE 70 THE STAR TREAD NOSM HANORAL Si>LL X POST IENMATION NEW PC FNB WALL EWES D WD N BATFROOAS RYPI All.VALLEYS, EVE'S 9,S IXIAPI S EA HARRIS UPPER TOP PLATE.WITH ALL PANEL EOFB SM11 WEN TF@R PFRPA 19 S RVED ROOM INE ,1ERO%O CARBO f]lLONOX RLn n e FROM OF NEW 0 eRA 0E RAKES TOR APPROVED E0 6L A LALL NNCiffi WHNO OR N O WRNS IS SERVED FROM A SYSTEM AND CARBON MON072TE ALARMS&{ALL AI A T ERAT N FIAYE A PEUEfEi OB1Bi5R7J OF AT 0 HOLD GOWN SEE Sif NPm BY'Q F OR APPROVED EGLLD•L AT ALL EVES 6 0�f '� �UR�OR ADD OJ-81E E3.ECTPoCAI POWER 3YBT@J P1ID B%TNi BIiLYJ(aS lN7EiGONp RB'PR,ALTEOD,TIOt1 LEA9i 4.6 NJT ORFATER TWW B-V4' CTCH TO 1�SOFY EkSTNl3 FR9T ROOK p'+5P = SCALE SET.10. F PERFORATED ARE AT EACH END(P WpDOW HEADER Sum T.M�TO BE OW UNO. TA TEMPERED GLASS 'NleaflReU`+�rSReLeI •TO BE PROVIDE N[9.PCi4 f9PoS®TO INFPAT(O1>iPACEB TWTIs4 FO(nBD UJ7E31ANV@!f 24 PAST TTE VAHJ PRMPAY PoLMR IS NiERP1PTH),3WlL RECBVE C}l<IJOE OF _..!M Y,PLOIRCTy OR P80CTDN N W/A MAX CROSS SECTDN OF 2-V4`. CS`A!'SIS 6'EDEE ff FEID AR NnTFn ...... .......... _'_''_........ PHRFOHAT®9FAA WAIL M..�co'....i e.��um.n e..0 i x ..we......' // � ISSUED FOR General Attachment of Led Bar Boord to Bend Joist or Rim Board <(g2 ISSUED f1 /I�1 DATE DESCRIPTION rwadaral,ad+n —winaotbdg., ``� g pnw b haallalbn t 72222 DOB SUBMISSION exleting Md all mmoh°B mrek,wy geaneacn4 existing 2x bondjo'st n-T• ropmwnt wmerl.av>ion w t'minlmumaith ft sdashi,g 64'-$• 829!22 DOB SUBMISSION ellEWP rin bcara r— nim ddP Bd9g 2'Mn� �JeW Ie`st 4' 64-0' 4' J•'mBY. 14'-D• 2T-0• 23'-0' z min. T2 dbmg tt ag zx nwr 11ppsL xrees or 22'-6' 4'-6' w dI-}+int, thro '"With m NPCAT ., wochers 16•-9' \ Idst hangef edswg ` 4• foundation-11 zx hedge,bead;must be greater man cr;,ol b the Mpzh of the dock loot-d rw gmekr then the depth of ma band jab! " p GENERAL NOTES- .' �.::•i 1;.,••,x.1•;w.y: B p 4 I y ;-- _ _� .. ------- g FOUNDATION ------ ----- _ ____ • ;.•,•a....•: v..;...::,..•. F..• ------------ — -- ...,, "''g',-,�: ...u:.;•-,.`it.._-tV�.—.—�♦..'.-- _ OVER SCALNG�FACE GF RE ONS .... .. .. ::T....:;;r. •.. i ._ ...: ,... PREC®QJCE VISI .� .:.�--•—• i ( OtRG AFS FROrA EXfEfT _i—, v —'• I—— CONCRETE FOLNDAiiON WALLS NO. DATE DESCRIPTION OPTDOL 3A SfIDS 5 oz W FACO RINES B4 QR _ I FOLI•DATION CONFRACTOR TO VERFY ALL B I I ^ I I FILLY��Ow N ROIATI PLUMBNG LOCAiIOI$AND ANY OTHER PEtETHATK>fdS iFRU(bNCPfTE FLOOR PRIOR TO CONSTRUCTION. 3 8 V4' S'9 6'0 BLIDER/FIXROATION CONTRACTOR TO ' I / I VERFY FGOTNG Sot Mm REFORCR ENT REQLPEI�Et_ ---- SOL B ------ — -��• K s I'ii I OOMMONSMMSEDOND�TNTIOR ..1" �,; PRIOR TO CGNSTRUC�TO I e: .� r•�..J..y i;.a; f—1 Y EFFORT HAS BEEN I m 'L,YLLrJ` THESE FLANS ARE A LD RATE AND � ... ,,:,..,...,..:•: - • . I VERFY�TFE OWt�i WILDER MT ~ ( METHODS,SITE�AND NEW M)M P.T.BELL RATE w �I, I B MM TERM ITE SEFLD Wi ELL NSIxAna+ 1J r�D SFECFlCATXXVS GES OF STRUCTUlAI_ s R a as ANCHOR Bars w/ 5'-1T 6'-13 4' I I H15B S"AS F00 FOUNDATION ssaQC BEAM RATE M MAXB6 �j OD[TYPICAL PL FROM MAX OF r —T I I POSTS BE/UvS S,RAFTERS S EACH PLATE 6EOnOro e4OSMEND aEARRIG WALL I ETC.ANTE Fri�B[)DNG ANO REVI�.W ��gg •. I � eass MN r NrD CONDAEfB I i ' $ I, ' I PURPOSES MY. �th I WNDOWS 11-7/a T.0 R JTs a a•GG r2-0 sum3 a I I I - VNMAR GRRY ALL LITAEX SERES z< I I BASEMENT ® I I I STYLE AAD SIZE AS NOTED m i`'• I J=1 r'*' 6 N�VA�PER BSER ON a°OVERo u i N- I M k 'r,: U VALUE_.�SHCF.31 MW 4'CLEAN COMPACTED FLL d I W4mOWS DESIGNATED WfTH E MEET I EGRESS CODES Y I - II I I:. I WNW I-EADER F�iTS SET TO �e rs I : I M1 I"-"- K 6•i1,IX OFF FLOOR u : :._; -BUDER To M51H WOW AND DOOR �; v I, I ----- I 3 ROUGH oPewcs AND FEpIDER FBGHTS 'z 9-T 9'-a 3/4' I I IOP m Irv;M ad t .I K K �i I I��e vis' , tt g I? I FLOOR SYSTEM zo J N fi nc Maus ro h' I ENG NEER®WOOD FLOOR TRUSSES o K cJ•iI I I I, I °° -DESS TO MN VgaO `� • @J v4 ir'•^tYr<i a m k 'rot uv n-vis'ML :.',:-;� z' 8 W/H NdI1.1 I I g N N OEFLECMI OR LESST PROVIDE • �� I P I LY t"i D I TRO WN FACTLIE 0 E J Y f CHASES FOR ALL WRY Arm • w— I REM DIMM OPwaua W rya v o RO /\ I -TF1�Ss MAr1 cA ro vER�v U ''F I CBL sAY�On�A e&uI 3? }� e••. P w'' FRAMING TAC FOR PONT r mMfaa Ho o L1CAL mDEs a B — ———————_ LOAM TO VERIFY v I .. B — I s vz B 15-8' •'I Ahi ND PTR IF A01 FRAMn>G r a STEP FOLNDATON I FRAM�lG -- -- I-- —� --- — r AMFTGS AS I F e.... I r REQO. I :I 6- LES RM CEILING HEW STEP FO MATION6� 9 I- -7X6 WALLS AT ALL POCKET DOORS o• '+)' �• �, B I , I b /, AND FTGS AS I ,•I PROVIDE SOLD ELOM%AT cmc B I : I �'- 2 I I REDD. UNEXCAVATED I I ALL PONT LOADS D I i I — J I AOR F FOUNDATION NOTES: oxo o 6'W.x6'HPOUREDONOFdEtly I © 10"A x e'-4•H xxmED ON z? 4' FILL4' 4 I 4'CONIC FLOOR W/ ',I 20'W.x YY K CONIC.FTG 6x6 b/10 LO R W/ I W/3 05 RMARS nu�RTIEs THA,T F7E Rv+g V B E PPEPATiE)LNDER MY DFwn N Aro I------------------ — —�: I :L i © 24ST1IDSVo.D. R°"�ATEE v1+,e•.,:,,,,:.s- �:,.+. PROFESSIOM ::e r;. :,,,•...:.; .; I s BEST OF MY >T W x 3-0i POl1F�D FFD.ON JIDGE ENT COMPLY W III TEE LATEST -- LILCM CCW -- ------ -- �' W%3p5PEDACONC RS� ITING �oRa �r txeYORK STATEE =�;'�------- I I) `P _? r---————— ; I CONSERVATION OO STRUCT01 YORK STATE CCS 8'W x 3-4'POIJf�FPD.ON s1ND14 recti I .;:�:•;:.::;,:.:,.,;..,..:; •.;:.:: I '` I pO FTG mum of a STHD14CORNER 1 1 TS DRAWING end 6dtante - p when mWfiple HOLD DOWN BY f �_ p-0 g_T _ q-0g Tc1 6'W.x 6��POUfiED-4' FOUNDATION PLAN •SIMPSON' -------------- �'J F 2z membersare ' I LEDGE EXT.&2•LEDGE NT. ON used as shown "I' _ 12'W.%3•-4'K PNQ FT ON One x4 rebs, F W/- 2V W.x LDH CONIC FTG `r T)T9.E- —————— � W/3 e5 KEBABS or PT cede 3-1/7 STT .COLLM ON • insheeroone . E C E ' V E 30'x30'xTY CONIC FTG ••21dB,dM1 9124' W/q e5 REBAR EACH WAY PROJECT: a' 2x6BEAM WALL ON Roberts Premier AUG 3 0 2022 BL F" ON/ Developement LLC >s's 13'-0 s s27X LT •' W/3 ab R®Afis 910 Glenn Road, .berI rg cie's KR° 41-2Southold NY 11971 tozde '.wrd,,,9 4' 64'-Q' 4' ----- from turner)• aa,a, Southold Town DATE 7/2V22CORNER HOLD DOWN i, T Board of Trustees PROJECT NOL 221018-Roberts / 2 < -07 \ DRAWN BY MS CHECK BY. MS FLPSFM SHALL BE PETALLED AT WALL AND ARID WBHLUT A SMTCH NOTE ` NOTE SYMBOL LEGEND NOTE tum 12'GYPSld B0.RAPID 8 ROOF NISRSECTION3 WHERE EVER THERE B A V4'•P-0' OTHER hBJ THOSE P5p1�1 POR OVBIO.RRENT N3Y N900 8rA&l 8 RAIBYi TO BE BOG WALLS TO BE FB.DYID *B0 SPRAY FOAM ISUATDN N ALL CATIi�RAL C9_NOS. DWG NO. ALL E(n:TTPl7R WALLS ARE OSX:T®AS'TYPE PEXISTING BULONGS LNOERGCNG RB'AR ALTERATION PROTECTION.SMOKE A-ARM SHALL BE PERMITTED TO BE OWNER RESPON984 FOR CROEANG SOIL TEST TO ® BBIE 8 MLTRE STATION SMS7tE PJAPMS SPALYQID-9 COATS MW CN ALL CHANGE N ROCF SLOPE OR OPECTIOR AND PERFORATE)S-EPAWALLS SE ECTED BY OWNER OM%RBB'IST G{q(FOR MARL CAPACITY OF SOL AND WATER D(I6 WPLLS TO FiB.Ntl WADS S CELNBS OYP) ARCI.ID ALL ROCF QPENR s.FL4S"SHALL CHAdM OF OCCURANCY.ADDI ION CR PFLCICATION SHALL BATTERY POweR OPERATED VdB4 NSTNI.FD N BL1.CIlC>S B-V4'S MQ TREAD DEPTH SHALL BE •� SPRAY FORM NSILATION N ALL RAT CfLNGS EfATHJO TO BE MN K WOOD STR MUTAL TABLE LEVE. ® CAfieQl MRDA7E OEIECTOR Sh%g�DETECTOR BE CORROSION PESETA QRU.LM 2B OAURD PANES CN E7OEROR ATTAQFD W/® BE PROVIDED WITH SIXIKE ALARMS AS REQUIRED BY VNTFIOUC COMMERCIAL POWER OR AN CN-STTE EECTRCAL E)M R HEAD ROOM 6'-6•.EANDRAL ON ttcYy CON'9TRSIIOI eg.1g SPRAY FOAM NSL LATICN N ALL FLOORS OVER UNCONDITIONED VY MOISTIRE PE9STAM GYl'SAR ALL EJFOSfE)fASCVS 6 TMR TO BE COELOM NAME©a O.C.AT PANS(EDGES AND APP@DIX J P0%SR SYSTEM OR N BADNGS THAT UdDERr,REPAR COrTTRAL•TOR TO PE-GRADE ETST"S EARTH RTUL B0.(TAPED&SPAC TMIT COATS POWER a ALTERATION C 06M OF OCCIPANCY,ADDTTIp{OR AT LElST ONE SIDE OF 9TARWAY. CARPE)BY ALUA 4'O.O N FHA E(TEgOR Sf64TFhCR SHALL T HgMRN-HOHT Mi TO BE LESS TH Jl AWAY FROM THE MUM MANTAN MPl a CLEAR ®1W CFM FAN gF�Rysyy � :BM W RAY FOAM N3UATI N N PLL XIER)O OVER AUS. AR SPACE A-03 N NEW CONSTRMM THE REQUIRED SMOKE ALPPMS RELOCTDN N AOCCROANCE WITH APPSM J SO&NOT MORE THAN S6'ABOVE &21 SPRAY FOAM NSlLA717N N ALL E%IEUJR WAUS. MW BEND ALL TUBS,SHOASi$ CONTILOUS FROM BOTTOM PATE TO THE FROM BOTTOM OF NEW SOPS TO GRACE ,r ALL VALLEY$0I4.IEYtL SK1tKfifB EAVES AND SHAU.FECEh'E THBR PRNRARY POWER FROM THE BIDLDACR 881142 ETffi7N3 R n ONOS STAR TREAD NDTiNE HAMMAL 9 ALL X POST TSA4.IATIDN NEW PA FM WALL SNKS 8 wD N BATMYOCMS.CTYPD IPPER TCP RATE WTIH ALL PAHL E)GES BY'W TO RECEVE APPROVED BCUUARO'LEAF(BAIURffi OVER FrRA NE WPN3 WIBI✓ E NAN(i S SEWED FROM A COt.MBRCLAL CARBON MCTJO)27E ALARM SHALL BE"STALLED N HAVE A FERME7E1 IX4BSON OF AT COMAACTOR TO VFAFY E�5TNG FRET ROpR HOLD AWN SVRf N-01 ! SCALE SRT.NO. By•OAF OR AfPRovi�EpLwL.A7 ALL EVES a samCe aR AN DNrsPE 9EOTPICAL.PUWBR sYSTB.1 APD E)LTNG euIDIRCa9 L 4DffPGWRG WAR ALTETRATTON LEAST a•d NOT eF EATaR THAN 6-v4• 09-WSto+ry almuod"'�mrd� •TO BE PROVOS N CEIRS9 E}PO.�TO UNHEATED�ACETi AS NOTED ICIDOWNS ARE REIX.RED AT EACH IBD OF WIDOW HEADER SZES MQ SE TO BE OM UNQ TOL TB.fS,ID FABS RNA grjl_lN7ri¢ANdBtT 24'PAST THE sorreerRl w AR WALL WI$!RRMFAY Pl7wBR B NfBRftlPTID,9f1P1.L RECBVE O WJGE OF OCCiPANL'Y,ACU110N,OR RHOCMN N W/A MM OROS4 SECTION OF 2-Va'. FASiBBLS a EDGE T£FRED ISSUED FOR: / DATE DESCRIPTION 91.9°wkroahondrollb n5ta0ed Dona aide and 2T �- wheren.rAuaspre prwlece on bosh aces. —1 722/22 DOB SUBMISSION 64'0 i ii HandralhUahc-94'-0S'lran sn �/�� 8129/22 DOB SUBMISSION 14'{Y 2T-0' 8• Opel the-118 Olt.Opel tna3, - T-0' T-0' 17 6' S'-0' 4'-6 lT 7 tY-10 rOpcNnae eno0nas aa. �T II II 9....go of a apkro 64 6-10' 69 6'-T 4usksermoroe II Aussie, I Is reap a rmache egml 1 11 I I l Rbci�l l �. F IRAfiEW YAYL Type lhaMmYa hd,pth and ewno,>o kso I II II Y-,ABOVE then 10110'In depth or S' I I I I RDOR 4-6x6 POSTS W/iVETAL Hans.Io wbn a ,theslay b open FCA 26 TRANSOM POST BASES MA CAPS d Marorcaa eutbn I I f-y4'Mnhmm W ABOVE 0• CfYP OF 3) DETAL VA33 h T memater-2• fbahae«dmadonsrerm I I I I P boa s un 1r ndcgsn I j sonar aNEr 6' 6'0' RO.T 6 9W ET Maxlmun Jointer 1lnrsasv - RO.T6'x6'0' RO.T6'x50' ___ +II � a•M f279-VIN• FAL _ _ _ _ _ ly MD0. (�2N I I peraneter 4HMball K Aust be M. broarea snae snLbe a�cniad v LI @J9c4 U.TO RD(E _ _ _ _ &V4'M Ink lhtaodcarcatA J FJ.o ffi'O.C. 2x0 F,J a 1G QG ra 1 Rbcr �� I • atwGen froada daa net ealmd 6V4'In Iclihs 2a0 RRCB'OG 2x0 RAa1S Or. _ _ _ _ _ _ in _ _ _ ,�F� 1 panel,chs p....Beata REVISIONS 4' V2 4`7 1/2' 4'7V2' 3'4V2 �� (Far rype2•xe gYS 9D.2) 4•trchmumur.pho— M STER D OO COVERED zT® M vz yAtm V GUEST kOOM Q "w4 g TE HT. I m PORCH'B b 70 © DE i° NO. DATE DESCRIPTION ®VaCA IPET.NCT P OIETE FIRWIp2 � I WADI BELOW s'CCL TT. K - t 3 '0. 6' SABOVE 0 RO�0'x6'0' 80.2'6050 II ' b. I Q gam¢ 6"DIAMETER LL I (2)",V va ML HDR I 301-1-3 K TC E I ® " I BEAR•RN wALL e\� I I g�E 5'8' 8'-2' '4'-0' 31- �9fl I REFLECTIVE WHITE 10'-1 1/4' 3 S. \ I I REAR '2xC l o c' nErtEcme Reo 7 0914 FROM GREAT ROOM n I I I ENT - _ 980ROSE A 09 pJ94 F03i TO EFMI BELOW 4 Posr TO I 7-O'ci aGL/TjR(FppHT CLG I I yyppp"' 3'6' �y �wau p EJAhI BELOW I(a1F-VIN'ML FDR TON n BEAM BB.OW I """" I i I N■WP11 \ 1NJ•C• �O E; Z. �f i - Cn MDo. m BA g OWNER VENT AMD A Irl I ra ud o z .n MS v CSI RIE \ Y MAINTAIN CLEARANCES __ ___ 0 -- --- \ c SPECS I:TI�I I 4 u' N iZ I I I -DTR R- ?24810 1tF 90' �.E tJ cp i � N Q' r— (92KO READER I�I I 6 toaVe+rm � g-4•._ \ Q N 266D __- it —_—_—u�.• I I I-fork. am0 A-OS "`our UFS -'� n I �, "d o I I I I ac e s Dc x 1/2" f . ?t ®BEARN3 WALL _ a L _ _I SET) �gp MUD o m The construction type STROKE o = 2880 = � ___ HDR_— i us lin j - dealgnatlon shall be U "En �5--- ROD 8 _ ——— — \ PA t oL� to Indo.to t e construction w^ 1�` ,oi sr � to Indicate the eonstruetlon tyi T-1 V ----P- 3/4 n POST TO I I E TR y BLIT-N CABS. classification of the • v WALK-IN 3'-0' BEAM tRflAW I I �• 28 irY_D,As_ o Qgi structure under DESIGNATION FOR STRUCTURAL • c 2xW. 0 8 O.C. iatD Rn o 7d O.Q �''�- ��\ section 602 of the RCNYS ID— y LAUND. PI I FarnA 288 COMPONENTS THAT ARE OF — • F-. �oIe-aQ TTE 9'DI ING ' TRUSS TYPE CONSTRUCTION q o e5 W/VA CLG. I I I atl I FTiGARAGE AR GE > !9 t92xO FDRTNC/•BS 1 09200 wPLL I i2)2x5T HDR - _ STEPS TO RE D ■ : [FR- FCAM GInoExsANoneahtsX 6'-4' 2'-6' 6'-10' a ■ ■ ROOF FRAMINGR0,7 6'x 4'6' RO.2'6'?4 R x 4 6' 2X96 A 12 G V2' 15'-8• bBUILDING FLOOR AND ROOF FRAMINDabOSET �gq��N -08 STANDARDS ANDCODEST 0' NABOVE 9' 4-0' I > o`gtE DA 1�A 9 02x10FDR1° 6x610/10 GAW�M V-6' BY lP�I 5-6' AOS ffi•TA FL.JM Je ffi 3D L9e0 SERM w v enter third or 4 4 6 4' CO RED 4 Z7' 077P_ span 77span only �F z7D ypP q <I PORCH'A' i TI-E GARAGE SHALL BE SEPARATED -- - -- - /' FIA I- - -- - -- - -- - - I FROM TFE RESIDENCE 8 IT3 4• I I AREA W/A e/4 HA FIR&RESBTAMATTICWALLS CELM I ASSEA6LY.PROVIDE S/B'TYPE'K FPE sI I x� TM OBRFE4 THAT THESE PLANS WERE R I I RATED GYPBD E SDEON VY TIO(TYPEW x `� 1/4 Joist 0 . 4 POSTS /iVETAL y�TO I AGE SID BOARD HCK TYPE ON 2'c� asptn Ms: �� AND MY TBA ES/u D CAPS I si 1/3 lolat z N. ���Aro To THE BEST of NA CiYP Of 5 SEE DETAL VA3.3 I I I aPPosnE ODE WALL o depth,Max KNOWLEDGE.F>�Wm THE I IY 1/3 Joist aDOBV81<OF DE NEW TRK STATE PROVISIONS FI OF TEE rFV YORK STATE ItFORA FIRE PREVENTION.Bl1[QNB aOR Ab TIE PER'W W.STATE B•6WY (1 CONSERVATION COhisnit OrON BODE m 2 �I I I I A-09 deem.Max. depth,Maa. m1FV4'ML FIXi I Solid sawn Joist end rafter notching and boring limit" DRAWING J —I �I�i-- — ' I'I)— jar—rI i 1ST FLOOR PLAN CEDAR 3'-9 3/4' 7-10 V2' 3'-9 3/4' 81-T 1 11'-4' 8'-8' 48 CEDAR BRAOKUS v E IV E Fr °p° '/•" ° x.l...a. BEAM D vaAr ax..a 39-6' LLtl' n.l.d-.s.rPROJECT: arae ffi'6 Ti-0 9 6' 6'2 V2' 5'-3 VT 6-3 V2' 6-2 1/21 s"0 9x0•s`�' �„amu' 4P-0' _v AUG 3 0 2022 �• Roberts Premier �.,aaa ar Developement LLC 64-0' 910 Glenn Road, 2 4 Southold Town Southold NY 11971 -07 DATE 7122122 Board of Trustees T FIRST FLOOR PLAN Stud notching and boring limits PROJECT NO 211018-Robarts A oa SCALE. 114W-D' DRAWN BY MS y� RASING SRVLLL BE WALLED AT WALL AND FESDBNRAL CODE OF N 3 PEFMAN NT!dD Va1FDUT A D S IPBEC TNG SWTTOi NOTE CHECK BY. MS OTHER THEN TFDW REQAED FOR NNE;CT 3 S SYMBOL LEGEND NOTE SP CYVSTJM S.0.RAPED& ROOF iNiER6EDT10NS,WFSRE EVER THERE S A ALL "'311"Ft-"A aauv NOTE NOTE: ALL ETCIEaIOR WALLS ARE cE9(N�A9'TYPE r NEW WOOD STAR e,FAIJSi TO BE OWNER RESPOPOBLE FOR ORDBiNG SOL TEST TO EXPO,WALLS TO LE REMOVED •B� SPRAY FOAM N911.A71CN N ALL CATHEDRAL C�JJNGS. DWG N0. SPACIQED3 COATS F.lD ON ALL GMANGE N ROOF SLOPE OR OFRECION AND PERFORATED SHEARWALLG E)]BTNIG E.LU IC341A [ G REPAIR,PL113RATDH PROTECDCY4 S'a014=ALARMS SHALL BE PERAITED TO BE SELECTED BY CM IE R 0,M RSBi HOT ® 9tK4E b MLTRE STATION SMO(E P1NN9 WALLS 8 CELhM(PYP) AROUND ALL ROOF OPBNJGS FLASHNO SRU CHANGE OF OCQPANCY•ACDnO N OR RELOCATION SHALL BATTERY POVVER OPERATED WHEN INSTALLED N BLUIRSS OfCK FOR BEARING ovAQry OF SOL AM WATER a( SPRAY FOAM N9LLA'6W N ALL FLAT CFt1JC9 S♦EATHNB TO BE M�L V2'6MOD SfFIIICTIRAL &V4'&aM TREAD f�1H SHALL BE ERG WALLS TO r94AN BE CAFRROSIDN RESISTANT DAN"26 GALBE PANR2 ON EXTERIOR ATTACHED W/LRD BE PROVIDED W1IFI S'HOf(E ALARMS AS FEOURED BY POvER T OCI&AERCAAL POWER OR AN 0P1-SITE ELECTRICAL 97 MN FEM ROOM V-B'.RMpiM.QV TP&P LEVEL ® GFIDCN MON]ME DETECTOR Sd01� TOR oB=49 SPRAY FOAM NSLIATON N ALL FLOORS OVER INGOnOfPDIED VZ MOLSRIac RESISTANT BYPStM ALL EJPQSED FASCIAS d TRIM TO BE OOh1MCN NALS a F QQ AT PAr✓0_EDGES MD APPBW J POWER SYSTEM OR N&,1-ONG9 THAT U176RSAMS REPAIR, AT IFAST QE SLOE CF STPAWAY. Imo''C� SPACE BO.RAPED&SPACIGM-8 COATS BMU?POWER 901F1;E ALTERATION CHAMyf OF CK:CUPPJJCI;ADCmDµOR CONTRACTOR TO RE-GRADE EdSTNG EARTH PITCH 100 hMl Ba*ID ALL TLB$SFDWEL$ CAPPED BY ALIM 12'OG N FE LD.ExTE IOR SFIEATFNG SFia1.L 8E HAMDRAL HeiiT NOT TO BE r THAN AWAY FRCM TFE HOUSE MAINTAIN MR 0•CLEAR ® LFM FPN �PAJKI WAIL ?� ■&;N SFMV FOAM NSlLAl10N N ALL FLOORS OVER MSDE AR A�04 CONTINNOU9 FROM BOTTOM RATE TO TFiE N FEW CONSTRUCTION,STRUCTION,TIE RC-OURFD SMOKE ALARAS RHACTIIN N ACCORDANCE VYTTH APPENDIX J. Sr a NOT MORE THAN OB•ABOVE eg-Zi SPRAY FOAM NSIJ.ATION N ALL E) OR WDLL& ENCS&WC N BATHROOMS.(T1PJ ALL VAI-LEYS,C I44EYS,SKYtIO EAVES AND LPPER TOP FTATE WITH ALL PANEL EDXES SHALL RECEIVE TEFR PRIMARY POWER FROM TM BL DIAD Rata EWN:BUT ONGS STAIR TREAD NOBIQR.HANDRAL SHALL FROM BOTTOM OR PET4 SOtJG TO GRACE X POST TERMINATION NEW PB FM.WALL ••.::•-i, WENS TO ROC£4E'STOR lAalAAO'LEAK BAFIRM WTiNG ISTHJ SUCH WIFM IS SERVED FROM A ODWAMaAL CAI00N MCNOOmE ALAWAS SHALL BE form=N CONTRACTOR TO VERFY EkF,TN9 FIRST FLAIR BY'GAF'OR APPROVED EAUAL AT ALL EVES 6 OVER NNS ARE 6'QRfP,OR AN ON-BfE SLWTPICAL ROWER SYSTEM AM BISTN9 ELCNNGS UOSWNG REPAq ALTERATMR LEAST 4e 6�T(FREAT ER 7HAN 6-V4' HOLD DOVNN SEE STT NCM 0&VEP SCALE SIi.NO. HOLOOWNS A_REOLIR®AT EACH B•D OF WINDOW IEACE R EPEE,MN Sa TO BE 02x6 UriQ T.G.TTEMPERED BLASE RAfD:S ECIED lA0EP1A`A.Bff 24'PRET THE �.,eA,x:, wan n WT@N PWMARY POWBR IS tNTERPAPTED,SFNLL f✓�7flE QWVGE OF OCQPMCY,Pl)Oi1ON OR FiiOCTDN N wr e v CfrmN OF 2-Va•- Xons,o,tty daeixrl`"tad ettanrd MOD .,..��,,.,�.,.d....�..m,..,.°,'.�..e.,..,. AS N()TFD ISSUED FOR DATE DESCRIPTION 2 4 7122122 DOB SUBMISSION B/2SM2 DOB SUBMISSION FCA2646 E 2W MEaPORM SEUM RO.S0'x4'6' r----------------T_------------------------------- -— 02M HOR - --- - I i I I I REVISIONS / BEODROOM#4 y NO. DATE DESCRIPTION L— --——— IPF OF II— WALL———————————————// 4.3'-6 V4' I w I I � i Tr DOUBLE RR FL TF04AMS I AT EaXCTERMDRRW -mmQ1 tIR I i 4 • a s 9 :,w Y 3 4 ® GAME ROOM % 4 A-08 f ? I 1 II 8'ATTIC 1 PAIFLI 2zB C.1 O 18'QG L I',AFF3 ♦ U o `O a I 6-214 5-81 War I �l Q R — LIRE OF FIM WAIL BEOw CZM FDR. 1 a2 B FDR 1 >` g' L------ - --------- ---- + BATH ? i 0.26%216 80.266616' ¢ ,� tom I �� D 1'/ J oo I I ❑ 19-11' 0 3 6' 2'-4 Z-4' 20 I 26E -°° AUG 3 0 2022 L_________ �_ IPF ff F1B1.� All W 2- 6Oa I ¢ 5' 4' 3'-6' 6'-2 V4 8 I Southold Town FOFN � I Board of Trustees L------------------- BEDROOM#3 s UE cr POO BROW THS ABED U THAT THESE CPN PENS VVBE PREPARED AND Mr HE BEST Aro 2 KNa mw e�AM P OOF WL 2z8 ISL o ffi OD 'b A-09 a OVIRIU T OF THE NEW THE LATEST STATE FHROVBD ff OF THE W THE STATE A OSI (9-W AFF). U FORM FRE PREVSnM BLLDM CODE 0W FOR AM TIE WX YORK STATE EIERGY COIMERVATW OCfSTAUCTDN CODE R0.5'0'x 4'V DRAWING H322 Vdndow fd poteo 2ND FLOOR PLAN W1d-fd potwft ehel be p 1dW h eoaadenoe Wth Sectio. R8Y21 and RMU h 0-"uft wbwe the WP of the SS of.c.0b whdow opninp 11 looeted law than 24 Id•e BD Z&- b U. fzt W f—nt d greater fl-72 MW ME)mN abwa Ce Blhhed �Wcabb mm�—an @e extalW a U f bwtq 6'6 6'6' tre oa* vtM ma of the a 44 L 2 mTOb wydo.wfth—apeMnTs tfet V4 rot tl n 4iWrdoretar ft p �•I.I»hell..ma dl., »e a PROJECT: 1Fe op bla w h Se l Hr t opined od wth 2�T 2 "`°a"°"'°tm "'"""'al p°°"" Roberts Premier a Op.Ural amF!/wRA ASTM F 2090 S Operable wtdowe itet ma poVlded with widow opeNnp oontrcl �°� ^ � Developement LLC 1 S@GOND FLOOR PLAN RS=W,dow cpai„oontrd davbo A-05 SCALE V4••T-T 2 Whdow werVlo__"a an lav Mel cmpy wM ASTM F 2098 910 Glenn Road, _ The whmw apelhlo aontrd delb%attar<pa 11oe 10 rd 1 . NY 11971 -*d duke dhlwho tre wh&w W fury open Mei rot redm ft not deer cpwt'C anew of to w4lddw UA to bas v_do elan oab•d by S..U.RSD21 DATE 7122122 PROJECT NOL 221018-Roberts DRAWN BY MS FLASIM SHALL BE WALLED AT WALL ND RE *r^an COLE Of N`'S PERA4N@!r AM VATNCUT A 060DMECTM SMTCH NOTE SYMBOL LEGEND NOTE CHECK BY. MS PSUM Be.RAFTS& ROOF NIH�ECTIOn V.yEFE EVER THEE 0 A �g Fi31St1 Flu=N 4RF6 OTIER TIB!hDg REOUR®FOR OV@FQARBJT t8N W00D SPAR A RALNd TO BE NOTE FMQ WNLS TO BE FB.10Y® •BA?B SPRAY FOAM PLAIATION N ALL CATHEDRA-C9lJBS, ALL E amm WALLS AE D�AS TYPE r MER R FESPW�.E FOR OD6iN3 SOI.TEST To SPAf7081-9 COATS MVF ON Au. ORAfIC'P N ROOF ELOPE Ofl ORWitt1f{AM PERFORATED 9fMwALLS E745iN0 OULOKa'9 UO9SifAVO FEAR N_rEf1ATDN PROTECTOR SMOIE ALARM SHALL BE PERO TTED TO BE SELECTED BY OWTBR OAAX RISER ROT W BJ(iE a MILTPIE STAIICN IM7�AWNS -- - DWG NO. WALLS 8 CEIRGS[TYPI AROLM ALL ROOF OPE OR RAB-NG SNNI CRAM OF OCCUPANCY.AOOMON OR RELOCATION SHALL BATTERY POWER OPERATED WI$J eSTALLl�N&I.DIJ(i4 CHECK FCR BEPANG CAPACITY OF SQL AND WATER IXTQ WALLS TO PB4VN SFEATHNG TO BE MId VY V=STRUCTURAL &V4 S IRR.TREAD DEF S ALL BE TARE LEV13. ® CAFBQR LHQY4OE CETECTOfl g,Dla:DE7E;TOR •8-8 SPRAY FOAM NSU.ATIOH N ALL RAT CHNBS ES COPoi09OH RESISTANT OA04M 28 GAILfl BE PROVIDED WITH SMQ�AAW49 AS REQUIRED BY WITHOUT CO.t.1HiC AL POWER OR AN CN3TE BECTRCAL Al MN HEAD ROOM G$.HALO AL UU VT MOSTIRE RESISTANT OYP%M PANELS QJ FXTE90fU ATTACHED W/BD NTH CQSTNDTDN ® B:M SPRAY FOAM NSU.ATI7R N""FLOORS OVER INS�fIQS9 APRBi)0O POWt3R SYSTEM OR N BUILDINGS THAT UOE�PHO REPAIR AT LEAST ONE SDE OF STARWAY. SPACE ALL E7P09ED FASCU3 6 TRM TO BE COFMCN NPLB 0 C QC AT PAIR®GGEB AM v+rat�POWER m CONTRACTOR TO RE-GRADE P708T9R0 EARM ARCH BQ RA°®S SPACtOID-s COATS CAPPED BV Al l u 12'QO N FETA EMERIOR SFEATFNG SHALL BE `"'��CK ALTERATION,ACCOR OF OCCUPANCY.ADC a OR Ito,NO fIX91r FDT TO BE LESS THAN AWAY FROM THE HOUSE MANTAN NTL S'CLEAR �OM FAN ffApjY4 WALL � •BM SPRAY FOAM ISULAT CN N ALL KTERO9 OVER OUTSIDE AA A-05—O C F4D BEHIND ALL T�SFiONERS, COMNAUS FROM BOTTOM RATE TO THE N NEW COSTRIICTIOy THE REQUIRED 6FAO�AAAMS RELOCTICN N ACCORDANCE WTTH APFBDp(d Gq'6 NOT MORE MiAN SIS'ABOVE •B� SPRAY FOAM NS1ATgN N ALL E7GEUOR WALLS. /"� �J SINKS S WD N BATHROOMS `RSR ALL VALLEYS,C HMEVS,SMMITS EAVES AND SHALL RECEIVE THHi PRMAAY POWER FROM THE EIPANG RN 42 E)MTMB RUI QMS STELA TREAD NlEI31 HANQVL SiPdL FKM BOfNM OF NEW SONG 70 GRADE X POST TEFRNWTION MW PD"WALL RAKES TO�VE'STOARBUAFm'LEPLC a�RR6i UPPER TOP PLATE WITH AL PAHA EDGES WFM W-M SUCH ViMG IS SERVED FROM A COMMERCIAL CARBON MONOXIDE ALARMS SHALL BE PSTALLED N OVER FRAAtJ3 HAVE A PEIU.ETER ONB190N OF A7 CONTRACTOR TO LH;FY EJ78TN3 FRET BOOR HOLD ODYN 9ff SR N-0f CS-WSP I� SCALE BHT.NO. BY YiAF OR APPROVED CLl1A.AT ALL EVES 6 IOLDO.MS A PECIA®AT EAQi BA OFA ON�IIE 6-ECTAM.PL PQh13R S{8T@A NA ppSTT.p ELLgAC>S IIOHRGONO REPAIR A.1T3RATAN HEIST 4'3 NOT GREATER TH4N 6Y4' y,T,DOW Fff.PD6i SIIES4 MJ,Sff TO BE m2rS llri0. TIS TETfBRED GUlS9 (Cpyrplcly Mgeged wyod MntoprM ponep RAKES EXTEID L1DHU.AYM£NT 24 HE 7FE He"S PERFORATED �W,� WHEN PRMARY POWER IS NIERRIP ER SHALL RECEIVE CHANGE OF OCCUPANCY,AWBiQy OR RELOCION N VY/A MAX CROSS SECT"OF 2-V4'. FASTBaB S�E 7 FBD •TO BE PROVIDE N CS LNRS DPOSED TO LN FATED SPACES. AS NOTED N3DE THE EXTERIOR WALL LFE OF THE BIAC4J3 POWER FROM THE BATTERY.nn SHAM BE A=RDmcE WHTH APPENM d ISSUED FOR CHAPTER 11(RE)ENERGY EFFICIENCY DATE DESCRIPTION TABLE 111102.0.1.1 IR002.4.3-31 712222 DOB SUBMISSION AIR 13ARRIER A110 INSULATION INSTALLATION- 8/29/22 DOB SUBMISSION COMPONENT AIR BARRIE0.CRITERIA INSULATION INSTALLATION CRITERIA A ctimmuous air barrier shall be installed In the building General mcfulmm,ms e.vglopc.The exterior thermal envelope contalns a Air-permeahlp insulation shall not be used as a seanngmatenal. continuous air barrier.Breasts orlalnM in the air barrier shag be sea led. The air barrier in any dropped ceding or." snap bo aligned with the Insulation and any gaps In the air barrier The insulation N any dropped ceiling/soffit shall be Couinghttic scaled. aligned with the air bamcr. Across openings.drop down Stairs or knee wag dnoz toun conaboned attic spates Shall be Sealed. COVams;within COmCrs and headers of frame walls The function a tM foundation and 5111 piJte shall be Scaled.shall be Insulated by CompiClcly 01IIng the cavity vdtN material having a IIIcQ Walls The function of the top plate and the top of exteticr walls thermal resistance of not fess than R-3 per inch. av shall be seated.Knee walls shag be sealed. Exterior thermal envelope Insulation for framed wonsshan be insafled in I ------------ ----------- --^--- T------------- -------T---- , wDstanul...tact and In mntinUous alignment with Ne air bander. ------- ---- --- ---- I 1 I ynndaws,skOights The space between framing and skylights,and the Jambs of oors - 1 I I I and dwindows and doers,shall be sealed. 2x10 RR 0'B'OG i 2xo RR O 16'0.O f I i NIS RR 011r QQ - i 2xO RR O$•OC Rim foists Rim foists shall include the air b-1— Rim joke shall he insulated. Floor homing cavity IrYsuL clan shag be installed to Z..p•I I I ft.—Including maintain permanens contact with the underside ofsubfloaT decking. REVISIONS canbleveredTho air barrier shall be Installed at any exposed edge of Alt matrvely,floor framing--ty o / I noon and floors above insulation. insulndpn shall be in contact with the top side ofshoathing of continuous NO. DATE DESCRIPTION garages InsuLvlan Installed on the underside of Dow forming;and ex[endtng from the bottom to the top of all perimeter Boor framing mmiters. [ravel space walls Exposed earth In unvented craWl spaces shag be covered Crawl space insulation,where provided instead of floor with a Class 1 vapor mtrrticr with ovoralppin9lolnts taped, InsulanoR shall be permanently attached to the walls. N ------------ --------------J g I I Quct""i utility penctmuons,and!hull shafts opening to _ r6 f I Shafts,penetrations exterer or uncond;doned space shall be Sealed. S f Batts to be installed In nawew W Mies Shall De GUI to fit YA I i NaRp'N COv1dC5 — or narrow Cavities shall be filled With Insulndon that or"adation readily confotm5 to the avallabie cavity space. I 242 ZL�� I I Garage separation AiI scaling shad be prwid d between the garage and — I cond:bonc-0.paces. I_--- 4 Recessed light fixtures installed in the building thermal Roomed fight fixtures Installed In the building thermal 1 _ ____ _.� Recessed fightingRecessed shall be sealed to the Bnlshod surface. cm op.shall Oa aht an IC rale. 1 I In extr walls,halt insulaG erban shall he cut neatly to Rt g DOUBLERR fl TfRbh8L4 I Plumbing and wiring — around wiring and plumbing or Insulation that on=llation,rnadny AT ECEf07R WALL CTYR I car for—to available•,pace.Shall extend behind pnping and wW g. I c} I ShmvelRub on exterior The air barter installed at exterior walls adjacent to R ? Wall sbowers and tubs shall separate the wall from the shower o Exterior walls adjacent to showers and tubs shall boInsulaled. MN 300 SP. I tub. I AS FSR 2015 IRG I The air bartler Shan ba Insld l behmd electrical and I CAGE SST I EICNIcaUphone Dax communication vexes.Allernadvely,air-sealed boxca shall — I on exteriorwalIs bpmstalled. IIVAC supply and return register bents that penetrate I W ML flOGE I HVAC mdWer boots building thermal envelope shall he scaled to the subnoor,w — I all covering or coding penetrated by the boot. I fl TRP.b13i9 j Where required to be sowed,concdoled Nn sprinklers shall DOUBLE RAL omy 62 sealed In a mannerthal is FQCammencied by the O AT FMBRpR WALL(fYPI y�y O�.OD. 1 Concealed sprinklers mar O'e.er.Caulm or other adheslva sear M shall net m o a 14'ML ROLE be used to fill—lds between fire spdalder cover plates and u 1I 01 ' 1 wells or cclUrps. r� m T�GI I W II d jl II m II a I C 1 T REFOGT Ger"taw datadhed dni-am loo-fame' dwellings,and - , I � Ir TI IF `� I mltMe atgtrfmmi deltas trowttousesl wtm not I— than 600 �/ r > R L r JL -- JL JI T 8' nand a0 edipMasrsffZ att rue r�"oonpy between Soon UUIBSI2 • x I 2x12 SEER 'tT j `P `1' I thrown UVX - 1 N C N Y 6I I I I I Nowt No.T .rasb �yet— xilt1 a wIn a pemonaly installed on-ato ralevabo c,a I I I I P.A Wdnd wth a easy-randy w that b stated for We than TO I Peomt of dayitlht Ieve tweedy. z�• I o I The t Sdrr,srdy door moa g - ----- ----- -- iQ I ry 14 I me m[el edm-ream fine ams Stolt De at set Iron woo avers fee[ O� yI g © I r6 I I requi7 m I evldve of�e C eae�a set hedt meas pv t� O p (1-hd DJ me olaft d.Fre Coda lbw Steve ledat ferny,dwaBgs ¢' .t plans are With 0a old tea a Wv N!than above pada g I I I plena mid wN a total Ma area ass halt a equal to 2000 square feet >! Mote m l pa dweon re t lave a sIn X Th.l de-mm of rP I I I ort ase 11nn t60 eyes lent t1264 m 111a oder-really:oral amt be ytp__ytp2xipFUR 18'DO 2x10 RR O 6'OC. 2)tiD M®id•QC. I rMpaaod of Soareas not loss than 5 feel 052 no h wkm and 'j�oya2Ta y0 areas w rbaaa�ev+led Inteequare,fastrnational wecome or aoaeas or set Dmlt OP NE'N I I -- ---- --------- ------- -----1 I 1 tar N I I I s-robs Sets-roacil txxxxt shad ba from budbrA hoWrq tut ort dndetl to-t.,ohDsaYe,and raollardea.Maremt THESE PLAN3 � Y D4 D CERTIFIES MAN I I I trou Root bel doeurndetixs E1r9ivaoN Aro TO THE BEST OF W I I I The abuofmal dndpt loads for root dead bad and roof No bad ansa be KNOWLEDGE BELIEF AND PROFESUM41L I I I deny Ideated on Ire caehuctlor d—nerds. J.DGEVE NT OOLPLY WITH THE LATEST PROVISIONS OF THE NEW YORK STATE 2'-T I I I UB98 Fdepmao6m phaw.q. LNFOFM FTE PREEVE NTIM BLLWA CODE I cammIS doo mens.dad hdoe[a loan•.Ya for routing of oadn a Ara THE NEW YORK STATE BOW L—— ————LL————— 1>tebhg frau the a.ld, ady:a,.m I.mwb.l...4— CONSERVATION ORZTRLILTDN CODE—————————— —— panel ase Moo hot water eyet— b 1 4 UPIaT Beetrod eavae reserved ranee DRAWING 1: The matt abchicd-A.pend dol have a teservad apace to rI- hethdatm of h del oda roan bmeka to future rear enable r D E C E I Q JJ E ROOF PLAN ho—Sint end prod be Iaheled Fa Future Stier Brother'Tho reserved i� rpern final to soon or s at 0q a I..E(,aril ab htln tlno _ Ip!teach boatlm a mdn don loeafm ROOF PLAN UI03a Oabuatarn dae'aror&U.aa�aata _ A Ixmmrerlt aergtlmt%tidostho the rdhrfeam—ed other A-08 SCALP V4'•T-0' regten its of CN eoattxt Net De Pasted neer ft ebobYzl by the bt�r orr�'ed�G'Nolom�� A U G 3 0 2022 PROJECT: Roberts Premier Southold Town Developement LLC Board of Trustees 910 Glenn Road, Southold NY 11971 DATE 7/22!22 PROJECT NO. 22/018-Roberts DRAWN BY MS fRF4fYTmA1 CODE Or Ny5 P68APNBlf Ab VNTHCUT A�•UH�TNG SWfiOi PATE SYMBOL LEGEND NOTE 1A CHECK BY. MS CAIS FLPSFN3 94ML BE INSTALLED AT WALL.PFD R8%Ntf fYMnlm_�Am< OTHER THE THOM REQURED FOR OVERCIARBeT NEW WOOD STAR&FAILING.TO BE �� HDg/1 WILL TO BE MIUM *R0 SPRAY FOAM INSULATION N ALL CATHEDRAL allM Err GYPSUM eQ(TAP®a ROOF INTERSECTIONS;RITE Ever THEE B A ALL wERER WALLS ARE AES[iID As-TYPE r RON OKE ALAUNDERGOING FEAR,ALTERATET{ RRorECTUN SMOKE ALaR.s Si BE PERMITTED TO BE SELECTED BY rnusl(MAX RISER lar aur RESPONSIBLE FOR CITY OF SAL AND To Q SN3E a kiLTP E STAT w s nE AlARS DWG 110. SPAQCLEP3 COATS MW CN ALL O1A11.�N ROOF SLOPE OR DRECT1OtL AND PERFORATED 9EAAWAILS. CHECK FOR BBMNG CAPACITY CF gild Ata WAT83 EXTG WALLS TO RBdAN WALLS a CaNG9,1710 AROUND ALL ROOF CFE RM FLASNO SRM! ORANGE OF OCC PANCY.AMT13N OR FELOCATION SHALL BATTERY POWER OPBNTED WBN NEITALLBD N BULDINGS B-VT fl MN TREAD DEPTH 81,111 BE •B-Ta SPRAY FOAM NSIATH7N N ALL FLAT CL-1tKiS. BE CORROSION RESISTANT P.40.1M 26 GAIEfrJ Sf£ATFItXs TO BE MN V2'NOOD 9TFWCTUL L TABLE LEVE.. ® CPfECN kOtaIDE DEFECTOR$%M'E f1ETET:TCIR PALES S FO BE R 112'WO WT ED BE PROVIDED WITH S4OKE ALARM AS REOIRB)BY WTHOUT COMMERCIAL POWER OR AN CN STE BECTRICAL gY MHL HEAD ROOM 6'-8•.HMaRAL ON HLAY CONSTRUCTION ® E'U SPACY FOAM NSUATICN N ALL FLOORS OVER 1NOCSOMOP.D 12'MOBTIPE RESISTANT GIT-�d1M1 ALL FA6G0.4 6 TPM TO BE PANELS NM..e o 6• ATA PAIS EDGES AN) •��=J POWER 81TMEM OR N 8ULOFD9 THAT LkCERX Ya REPAIR AT LEAST ONE WE OF STAIRWAY CONTRACTOR TO PE-GRADE EMSTN3 EARTR PITH DO CFM FAN •gala SPRAY FOAM r19JATIS N ALL FLOORS OVER OUTSDE AR B0.RAP®8 SPAGNED-9 COATS CAPPED BY ALUM. E'QQ N FELQ E)CIEFO 1R SHEATHING SHALL BE RatGt POWER orfs ALTERATION.OiPNKE OF OCQPANCY,ADOfTIOH OR "8,MO FK9iT NOT 70 BE 1155 TFiAhI ® E£PRr3 WML BM SPRAY FOAM r19J_ATION N ALL DMROR WALLS MNl EBM ALL 71165,-3 COA S, COtgRd/Ol1S FROM BOTTOM PLATE TO 7Tf N NEW CO ETSUCTI@1 THE F✓�UR®SMOKE A.-ARMS FELDCTON N AC ORDANCE WITH APPB•M I 94'S ta]T MORE THAN 36'ABOVE AWAY FROM TFE FOOSE OI Ni O LRN 6•CLEAR . rq . A-06 SINKS E WG N L TUBS.O HO DIP) ALL VALLEYS,CHMPEYS.S(Y1JEd1TS,EAVES AID S-1A11 RECEIVE THEIR PROAARY POWER FROM TIE®J.DNG Raw a BdSTNG n nMV STAR TREAD NOSING I-ANORAL SHALL FROM BOTICM OF tLYI SDtu3 TO GRADE D( POST 7BWNATION PEW PA STD.WALL .�,••s ES TO RECE'E.y.f��p LEAK� UPPER TCP PLATE W7M Nl PAt✓8_EDGES WpTpµ}8V SUCH NANO IS SERVED FROM A IX7MSir1A1 CARBON M]Ng7mE PLPAA6 SHALL BE rBTAUID N HAVE A pHRl+EZgR W,@�TI OF AT ® HOLD DOWN SEE S-IT N-01 BY GAF oft A vm Ea!`! Ar au EVES a 0'�FRRRG WIFIC OR AN ANSTE ELECT WAL POSSE SYSTEM AND SISI>3 Bu DNfv LrrTerGCNB REPAIR,PLTBUTDR LFasr a•a LOT GREATER nyw a v< t�cralR ro VERIFY FY F�asTNG FRET I�aoR cs WISP = SCALE SHT.N0. RAltES.WIDE)A LNDB EQU1dr AT PAST THE ARE REAR®AT EACH BID OF WHEN PPMARY ppYvei 5 NIBRRPIID,SCALL RELBVE CFIANaE CF OCOPPNCY,ACORCIN OR ftAOCTDN N LE S MA%CROSS SECTION OF 2-Ve'. WTDOW HEADER Elms.MN S2E TO BE r2)2x6 uNQ T.G TBMfB4®G1A99 Can0lend'1 dea0ed"'d ward pmlrg TO�PROVIDE N CELN33 EOPO®TO UMEATEO SPACES, tHDE 7TE EXi6ilOR WALL L.PE CF TFE BOLDING PERFORATED SENA WALL FOWei FROM TH£BATTH3Y WF0N0 SHALL BE AQ:ORDPNC£ APPBRODL J. FAsfeEls g BDCf P FBD AS NOTED ISSUED FOR: DATE DESCRIPTION 7122122 DOBSUBMISSION 8129122 DOB SUBMISSION RL-VISIONS NO. DATE DESCRIPTION T-0' 6-0- 3z-0' 0 26'0 9-0' z-6' 7.1 Va' 0 7/9' 6-0• 6-0• ,a M> it r>mE T/O RDGE r-s• �D , 12 12 5� �12 i2D L 12 O� aw aT o ez ac, M OT 0 3z as p 0 UFP61 TWO `Y '� •RIPPER 7FM `Y SECOND LEVEL PLATE HE139 a u d �? 12 �•,% ATTIC v F 6 3/4'" 65 ATTIC QS 6 3/4' ISS 'z ,( 0 0 °o 13T1FV4'ML Iron m SECOND LEVO Sl18FL00R °¢ Qg `n , O W MLEVEL RATE HW • 1' N DROPPED LVL BEAM ; BYE 13'-0' 1 • U ENTRY REAR COVERED C0ERED S' COVERED " GREAT ROOM PORCH B ° < ENTRY tot� DINING ROOM xPORCH'AP CH' COVEREH oRPORCH' VAULTED G m of �' Po 1' o-r/e r u FL Jre®,s as aw SEFE97 3(/iL T Sam AWNANALED 2= ED AMMAIN LEVE_SLEFLOOR(E-EV.W ,D 7/S'T.a FL JTS 0,e Oa(580 SE�S�D. - - ° rig= A TB•T.B FL JTS 0 E•QO f20 71-TX T.U.FL JIM•E'OC.CSD SERFS VENKi !'11II1T1J-1II_IIIIIIIIIIIII111110IIIIInIIIlI=111111111111 •C DA=1II�1111111n '1 111111111111 II I�Illillljl r-1Tu1T1111=1111=1111 = AVEt,4GE GP�ADE®.EV.917 4/-1o III111111 IEIIII IIII lla II 1 III =1-'"- � e -JulEDROPPED LVL BEAM J L -1= 1=1-1111• n11=ni=� U=L i11=1 1=e III=11 11=1111=1l 'llll=III=1111=_ I= a,-1111=u1= III=III 111=III=1 -1111--1111 =F Ir= = DROPPED LVL BEAM •=1111=1111_ -101=III '111=1111=11'! L=11 111=11• =L=1111=1111-III BASEMENT III=1171-[ II=1111 111=1LJI! '1=ILII=11ER' -1111=1111 • JII=L=9 '11=1111 1111=1J;ll=1111 IIr III III=1111=1111=II ILII=1111= Ull =1111= Tr1111 - 1111=II= ' -1111-1111 511-III -111111 IIII1=1� 111=1111GI=1J• 3-V2'$TE3 Ca( ON rS o III= i111 1111=111 1111-11 -1111=1111• 3-1/2'STEL COLLIMN ON 1111=III=11 I=111III=11n 1IEu11; T=1111=1111=1111='• .'A'X3D'XT2•CONC FTG L3 IIIL=1111; ILII=111 'III=1111_ 111=r III=1111= 3Dk30'XR'COIF.FTG111=III 'III=1111_W/4 @5 PEW EACH WAY °'m=m1-1 =u=i ml=" X01- =lin=nn ! BAEMENT W/4 r5 REBAR EACH WAY111111=IIIA =1111=1111' r=IIIP_IIi1=1111!, m b° III=1111= =1111=171• 'tv 1111=111E=-i 11mIII-1111=1111 1 11=1=11; TI=1111= zc9 SI1113 or. =n=1=Inn 1111=1TII=r1111=_1111 ! W/F BATT 0q a 1111=1111a -1111=1111=1111= -1111=111 1=1111E FOAM 1 TqN =101=1n1 TM C�iFES THAT THESE PLANS WERE =10=111=111!, 4'C01�FLOCK OVER o EI=lin= uu=lgi To LocAL 4'CONC FLOOR OVER in=m1= PRER+fOD RNDEa MY DIRECTION Aro IOD=ILn=1iu= 6 ML POLY MOISTLRE BAF —n=1==1i =1Tu= 6 ML POLY MOBTURE BARKER =ri3=1i' srERMON Aro TO TIE BEST OF MY -IJdlllellll 4'CLEAN 6RANUAR Fl.l. °' III=1111- 1111=117 ! 4'CLEAN GRAN.LAR FLL ! ILII=ITR KNOWLEDGE.Ball AND rPZFESS04AL '11=1111=1111= NLP =1111- _101-111 JDGEI-ENT OOWPLY WUH THE LATEST -1111=1n1= Ulu• DRAM TLE PROMMMS OF TF£NEW YOM STATE ° v CLAN TLE AS FEW. �[(IMAM� UFOFFM FIRE PIEYa+IUN.BUILDING CODE AFWDAS REOD. AND THE NEW YM STATE B•8WY AS REOD. CONSERVATION 0O snwrIoN com DRAWING �1 SECTION _ 2 SECTION ®� SECTIONS A-07 SCALP V4%T-0' A-07 SCALE V4'R-0' � E C E � {� AUG 3 p 2022 PROJECT: Roberts Premier Development LLC Southold TOWfI 911 Glenn Road, Board Of Trustees SDLFI'. NY 11971 DATE 7122122 PROJECT NOL 221018-Roberts DRAWN BY MS m¢ FLA°W SWILL BE NBTALL®AT WALL AND um FESIDE•IIIAL CODE OF NIB PERMANENT AND V4THOUT A OBOOM87 W SWITCH NOTE SYMBOL LEGEND NOTE CHECK BY. MS Vz¢YPSUM BD.RAFED a ROOF KM:SMTDNS;"WE EVER THERE IS A pll EXTERIOR WALLS ARE O6filE•ID PS'fl•PE C Ret4tN� OTHR THEN TH OM REQUIRED FOR OV601APaNT FEW WOW STAR 6 RAINE.TO BE �� �g SPAt]O8F¢COATS MW ON ALL O{MIBE N fi0(F 0.0FE W OHEOT,O'C AND E7QG NG BULUHi9 lNBRGCQA FEAR PLTEVUTDN PROTECTION SMCIB P1AR.s 9RAll.SE PEPMTTED TO tE SELECTED BY OWN3R Q.VRX FEET FKiT FN'W FOR G SOL TEST TO ® BIaE 8 MLIPIE STATION BMGro LLAMAS E(T¢WNJ.6 TO�FEAOhED •B§B SPRAY FRAM NSUATION N ALL CATHEDRAL C9.NaS, DWG N0. PERFORATED BENRWALL& B•V4'6 MN TREAD DE>iH ERAlI_BE DECK FOR BEARM CAPACITY OF SOL AND WATER WALLS&CE.NOS[TYPI AROIAD ALL ROOF OPO4M FLAB NS SHALL SWAM"TO BE MR Vz WOOD STMCTURAL ��OF OCO.PPH:Y,ADOITIDN OR PH.00JUTKKN eFIALL BATTERY POWER OPERATED WFEM PSTAl1ID N BIJ.DFKi3 EXT¢WALLS TO PBMalI MB:M SPRAY FOAM NSLATION N ALL FLAT CE-NBS BE CORROSO RESISTANT D.0U.4M 2S SALES PANELS ON 9MEICA ATTACHE)W/ED BE PROVIDED WITH BMOB ALAAA6 AS REQUIRED SY WMIOUT COM.4Rak POWER OR AN ON-am BECT='W 9S AN HEAD ROOM SLS•.FANDRAL W TABLE LEVE.. ® CARBON A1OD7DE DETECTOR SMDO:OETEDTONU PEW COSTND110N i MElaf SPRAY FOAM INKLATDN N ALL FLOWS OVER UDa•ORIaRED VZ MOSTIAE PESSTANT GYPSUM APPEIDIX J POWER SYSTEM OR N BULD143S THAT R!•OHd8OI8 WAR AT LEAST ONE SDE OF STAIRWAY. SPACE M RAPES 9 SPACKED-3 COATS ALL ED BY LIM. 4 6 TRIM TO DOAKYI NALS 0 C OO AT PANS EDGES MD HANDRAIL FLOW NOT TO BE LESS THAN CONTRACTOR TO ABQMDE EMTNG EARA RTOR ®qp�FAN BEAM WALL � •ERRS SPRAY FOAM MAATI(N N ALL ROM OVER OUTSIDE AR. LAPP®BY ALLM F 0.a N FE.0.EXTBIOR SFEATWN3 SHALL BE 13313E POWER SO...._ ALTERATION CHlCOR OF E WITH NCY,ADOTIOI OR AWAY FROM TFE HOUSE MAINTAIN Aft O OFAR A41,�M PRL TUBS 9ROa,'ERS CWRaAUS FROM BOTTOM PLATE TO THE N NEW CONSTRRIOTQI THE RWUAED BNOIE PLAAhs FELO(,•FKN N ACCORDANCE WIIFi APFE•DIX J. 3q•8 NOT MOIRE 7FRAN 38'ABOVE •� SPRAY FOAM ILAlATDN N ALL EXTEDOR WN1.4 A-07 SNB a WD N BATHROO.LS[TIP) ALL VALLEYS OM`E1'S.SKMUCFITS EAVES AND LFPFA TCP PLATE 1YTIHR P11 PANS E0C£3 &lAU.FECEVE TH S1 MARY POWER FROM THE BLLDN3 R3Ba2 EMsrNG 13t=oA_c ETM TW_AD NO%a HLANDRAL SHVJL FROM BOTTOM of NEW SONO TO WADE X POST TER.IRATDN NEW PC FM.WAIL RAISS TO REEWE STOWMRLIAia LFAC WARIER WRING W3EI SUCH VHNG IS SERVED FROM A COMMERCIAL CARBON AON OADE PLPAAs SNAIL BE NBTALIID N HAVE A FE METER R.819AN W AT IOD DOWN SEE SNT N-0, BY'SW W APPROVED EQUAL.AT ALL EVES a OVER FRAANIi SOURCE OR AN O!-SFE ELECTRICAL POWER SYSTEM AM Barin BUILDINGS LIDEiGDNG RE AAK PLTEUTDN LEAST V a NOT GREATER THWI ATV. CONIRACTW TO VERFY ENeTN3 FRST FLOW 0 CS•WSP � SCALE SHL NO. Ry(�EXTED IRDEIAYMEIT 24'PAST TIE H D DO11M ARE REOLI�AT EACH BD W WI.EJ PRMMY POWER B NTE RPlID,%AU.RECEIVE CKANGE W 00-'IPPNCY,PDIXROy OR RaOCTON N W/A MAX CROSS SECTION OF 2-V4'. WT�W FEADHi 6IIES All STS TO Pd2r,8 LU10. T¢ TEMPERED GLA49 ;1M W u.d dWk.W P-1) ATO BE PROVIDE N CE.NGS DPD TO LI3EATED 0°ALfB NDDE THE W131 R WAIL LIE OF THE BULOM PERFORATED BEAM WALL• POWER FROM THE BATTERY WIRNG SHALL BE ROPd4CE WiT}i J. FPSIB8L5 g EDEE Y FED AS NOTED ISSUED FOR: DATE DESCRIPTION 722122 DOB SUBMISSION 929122 DOB SUBMISSION 14'ML ROO .Z-0• 6 3/4' �14 fi 3/4' g REVISIONS u 4 � ® NO. DATE DESCRIPTION e4, ox, TL COVERED 1.9 o �14 PORCH'A0e DROPPED SOFFIT ABOVE "Sal �NNSOFFIITT ABOVE T-8' 2 CROSS SECTION 1 �14 Vr zs 32 SCALE 1/4' = 1'fl' CO,.PDOE 14•ML T SECTION A-08 SCALE V41T-O' g ' 'b 12 12 Q5 6 3/4' w ML RIME D A E a �14 12 ' Z D12 ,a>4 0 oy �® �ti BEDROOM#4 o a GAME ROOM `.� GAME ROOM 3/4'7&G SL6FLOOR 12 v 10 3ClD G90 tJPL® GLIDED AND NAL® a 5 _ J . U A; R TZ WO F.Lo(6 Qa Qm ____ • E— TRUM E e O DROPPED LVL BEAM ww so STEEL BEAM S 10'TREADS RESOU E o N SOFFIT ABOVE COVERED DINING ROOM COVERED .8' P a KITCHEN HALL MUD PORCH'A' PORCH'A' �ti � � A Q(72 OR 11 LVL STRINGERS 4'CONC FLOOR W/ 3/4'T&G SUBFLOOR 3/4'TOSLEFL00R p 7-5 2' 8'-121' 6x610/10 GA WWM GLUED AND NAILED GLUED AND NAILED STOt�STss - _ u1=m1=u11=nn=1m > =nA=uir-nA=1i1y Q• IIII.IIII=IIII=L=IIII—=n p —111=�Il=f=r=I 'fes o III=1111=IIII=1111=1111=1111=1 1111=17=IIIIeITIL—' IT TREADS ��F NEN T I IIII +, ILI 1=IIII�IIII_ulI=IIII=1111.JIII= c IIII=IIII=IL" 1F7/e•TJL T JTS o V Or.MIS SERE81 — — o 2x10 LND'G. FDF�FLtS�I ,< 1111=1111 1111=1111= "=III I=I III=IIII•'. =IIII=IIII' .IIII=IIII= IIII=IIII=III I _IIII idle LI=IIII=11 II=L=1' 11=IIII=11_11= A e• IIII=III=1 =IIII=IIII=11 LI=IIII=ITII •p JETS 16'aG i A•111=1111=IIII=11' Illi—R 'IIII=IIII-1111 1=11�I=�f °•ITn=IIII=nII= -lIT1=1Ti1=11 < ",P u�l=1�u=1�ll= INRs o3iTFE3 Tligr 7}fEE PLANS WIFE RIIII=IIII Il=rla I=_IIII=11=, 1111=1111a BASEMENT —ITL—IIII=1 11=IIII=IIII �• ,_ en—IT1=11n=1_ PREPARED ODER W DIRECTION AND =IIII=n ITII=1' 1111=IIII=IIII.. .�=1111=IIII .1111=JI=111P C=IIILLE=111 is .cy IIII=11.11=ITII: soN AND TO THE BHBr OF LK 171=1111 11=NII' =IIII=1111= e• IIII=1111= 2x8 ST1A516'nn ;� —IIII=ITII= =IIII=1111 .p c e•III=IIII=IIII=1 KN7.UEOGE,Sam AND PPOFESSONPL IIII•• Ilfl= L=IIII=L BASEMENT 1=1111=11f OP1KrLAL?M45� A•IHPIIII=III' loll—=IIII=III i 4-2x12 DR 117/8' IIII=IIII=1111 JZGB.BNT COLDLY WTH THE LATEST IIII=IIII= ' r—IIII_ BLOCKNG AT MD HT. W/F.Q BATT IIII Illla —IIII==Til Sa 111=1111=1Ill= f=IIII=IIII•'. EA : =III=11 (815'RAY FOAM .1111=111=11' llI=IIII=II° LVL 3TRNGER6 , L=L=111 PROVISIONS OF THE NEW YORK STATE IIIL—ITL— n• 11.11=ITn_ 1 HALF 07LFQd.YO TO Lf1CAl COfFS —Im_I�11' 1111-1111 •p e'II—IIII=111L— UFORd FRE FREVBJfR1 BLLDNG CODE 1111=1111 I=LOLL=1 16'X 8'COW FTG W/ '.IIII=IIII=1 1=lin=111 < 1111=Ail=11' rvD THE NEW ttxa(srATB B•6RGv it=nn=, s L=lino CONT.R83AR 4'COFC FLOOR OVER =ITu=1i11: HTu=1i11 0• 4'CONC FLOOR OVffi o Ill_liu=oil_ CONSERVATION COSTRUCM N CODE -ITiI=ITA•. 0 I=ITn=t .Rin=lul= =ITn=w 6 ML POLY WSTl1RE BARRHI nn=nn=u ML POLY MOISTLRE BARTER =M112II, 011=1011 •p e E�g1=gi° ;1111=1111 I=1111a 4'CLEAN GRAMIM FILL •1111=IIII= -I1=11 4'CLEAN GRANULAR FILL IIII—IIII=1 DRAWING 11AN TILE DRAIN TILEvu ,-Idnl nnr ASSRREQDE A: g AS REQ DRAM T�EID` • n�1i11=Dui SECTIONS AS REUD, AS f1E0D. 8'8 E 2 SECTION L� l�J PROJECT: A-0e SCALE V4*.T-9 9 SECTION 4 SECTION AUG 3 0 2022 A-OS Roberts Premier SCALE: V4'•T-O A-0S SCALE V4'-T-O' Developement LLC 910 Glenn Road, Southold Town Southold NY 11971 Board of Trustees DATE 7/27122 PROJECT NO 221016-Robed DRAWN BY MS PIAS UNG 9IA L BE INSTALLED ED AT WDLL NIR FERDE+nAL CODE OF M'S PERMANENT AND Vff HWf A OECOMECTNO SVACH NOTE � SYMBOL LEGEND NOTE CHECK BY. MS ROOF NfEEECTION$V.}8iE EVER TF7ERE 6 A WM f5St1 s.U14-a nmic OnER THEN THOSE REQUIRED FOR OVERQPRB4r N13N WOOD STAR&RALM TO BE BM WALLS TO BE REMOVED 4B� SPRAY FOAM taLAT%N N ALL CATHEDRAL CflM'i5. M2•GYPSUM ea(TAPH1$ ALL E amw wALLS ATE DESIGNED As'TYPE r Sa�fED ED,W.TER 04A%BSER FKRT OVdER PESPON MU FOR O SOL TEST TO ® WEE&MILTPLE STATION&LMR ALARMS DWG NO. OPACMfi]-S COATa NNX ON ALL CHANGE N ROOF SLOPE OR DRECTIO{AND EXISTING NG BULONS UDE130MG REPAIR ALTE RATION, PROTECTION SMOKE ALARMS SHALL BE FEPMTTED TO 13E E+(TG WALLS TO RBMAN WALLS&C6.NxLS.nwX AROUND ALL ROOF OP6JNRi4.FLA`,}NB SHALL PERFORATED 6EAAWALL& CHECK FOR BFPFiNG CAPACITY dF SOA.AND WATER CHANGE OF OCCI.PANDY,ADDITION OR RELOCATION SHALL BATTERY POKER OPERATED WHEN N9rALLE)N BIA.DNGS R}V4.&M.TREAD DEPTH SHALL BE .FJ� SPRAY FOAM I NSJATION N ALL FIAT CELNG& BE CORROSION RESISTANT QRdMM 20 OAUGS SHEATFING TO BE MR V2'KUOD 9TH11C17AAL MTX MN HEAD ROOM W_r.HANO AL ON TAELE LEVE.. ® CARBON MODXDE DETECTOR S.4T1�DETECTOR NEW CONSTRDTpN 0 BE PROVIDED W1IFM 3MCI�PLAAh9 AS REOIFT®BY W7TIDUT CO.tM6L7P1 POW13R OR PN ONYSITE BIEDTPICM •B�Mg SPRAY FOAM NSLLATION N ALL FLOORS OVER IDICCTIXnONED PAN RZ ON EMERCR ATTAOED W/eD AFYBW J POSER SYSTEM OR N BULONrS THAT UD6RGDNG REPAIR AT LEAST ONE SDE OF STAIRWAY. SPACE VY MOISTIPE PESSTANr GYPSL.NM ALL EXPOSED FASCIAS&TPM TO BE COMMON NP7.8 0 S'Aa AT PANG EDGES PND CONTRACTOR TO RE-GRADE ETOSTN3 EARTH IiTOM r PL76RATLOy CHPAK E OF ocaPPN r,PDOMNL OR HA DRAL H111r NOT TO BE LESS TW W Fµ BFPRN3 WALL SBM SPRAY FOAM rSUAAION N ALL FLOORS OVER AI OU(SDE PA A-0 8 Ba RAPBL 8 SPACIaID-3 COATS CPPD®eV Al1A{ r Qa N FEa F09YCR 6HH1TMN0 SHALL BE AWAY FROM TFE HOUSE MMTTAN A-iM 6 QPAT{ �(�{ SPRAY FOAM NS.LATXN N ALL EXT6LICR WALLS w BEHIND ALL TLB%SHOa,'ar, CONTPI.AIUS FROM BOTTOM M47E TO THE N NEW COSTRIIL"TION1 THE PEOURED SMO`E ALARMS RELOC ION N A000RWJCE WTIH APPE•UD(UL S4.&NOT MORE THAN SS•ABOVE FROM BOTTOM OF NEN SONG TO GRADE SWS&WC N BATHROOMS OIPI ALL VALLEYS,CHM EY%SIMKWSg EAVES AND S4A1L PEC6VE THBR F'FCMARY FOK6i FROM TH£BUDNG R.'+fl a2 E]rmRNG BL_rn,raa STAR TREAD NOSING,Fi4NORA1.SHNL X POST TE 444ATION NEW RC FNA WALL RAKES TO RECEVE•STOEMDUARRD'LEAK BARTER "PPE`T�NATE WITH ALL PANEL EDGES WIRING W�H SUCH WPM IS SERVED FROM A COM EROAL CARBON MONOmE ALARMS SHALL BE NSTAUED N HAVE A P6U.ETEi DOMBNsON OF AT CONTRACTOR TO VERFY E)ISTNG FRET FLOOR ® HIOID DOWN SFE 94r N-01 �� SCALE SHT NO. BY YiAF'OR APPROVED EOIJl1.AT ALL EVES 6 OVER FRANta SOURCE OR AN ON-SITE!ELECTRICAL POWER SYSTEM AND Ewn4a BLILDNGS UDERGONB REPAIR ALTERATION, LEAST 4'&NOT GREATER THAN 8-V4• WINDOW FFAOFR SPE&M•1 GM TO BE 000 1 LI Na Tla TEMPERED GLASS 0-2-0ffiy tlae9Le4 UamG slwNal peReO BY EMEND PROVED EQUAL 24'PAST THE FDL.DOYJJS ARE PEOIRED AT EACH BD OF VIB•H PPMARY POWER IS NFE RIPlED,SMALL RECEIVE CHWNC�OF OCCLPANCY,ADORIpy OR RELOCTION N W/A MAX CROSS SCCTION Of 2-V4'. FPSTBELS W E]EE r FELD •TO BE PROVIDE N r9.Nfi4 E7P0�TO LNEATED EDArS AS NOTED N ME THE WEROR WALL LIE OF THE BIRDNn P6iFOPATED SEM WDLL POWER FROM THE&47763Y Ww•xi SHALL FE AObFRDNICE WTH APPENDI(UL ISSUED FOR DATE DESCRIPTION 7/22/22 DOB SUBMISSION 8129122 DOB SUBMISSION -SEE PLAN FOR MATERIAL M LAYHi 15s FIT UfffLAYIVIENT VT O)BOROT TRUSSES AT 24'QC. VENT BAFFLES AT Q Fl�ul EM T�SPACE) 2' p° E PLAN P4 AST INSIDE TO REVISIONS R-38 \¶ 2'-0' 23'-0' r-D NO. DATE DESCRIPTION l 1 r 38��(11(/�(OWN J 6-(Y CONT.RIDGE VENT il(1(`!1'�Sli���Sr9 w 5/04ON / HARDIETRM 12 v v VAPOR BARRIER v v 14 8/8'GYP BD a 2X SI.&FASCIA W/ LVBWd/TEDM REQUIRED ccNr RDaE vENr Z-0' 4'0' EXTERIOR WALL Lu -SEE ELEVATIONS 14 ci LAYERS OSSFELT PAPER o" `}8 04 BEDROOM#3 db 3/4' TOG MOOR 2X6 STUDS AT 16'O.C. o -CRIED&NAI FD W/ 5 MN.R-21 INSULATIONQ4 a ® ? q RING SHAH( S a VAPOR BARRIER -V2'GYP BD M R R-21 CLOSED _ FLOOR TRUSS SYSTEMFO CELL ARRAY I •� m ¢ 10 `'V - �iG'TJ).FL JT8 a OG f860 881F9S� �2v V2 GYP 12 EXTERIOR WALL J w EXTERIOR FNSH ° ?± a MASTE (2)LAYERS U+�TEPA�� BEDROOM -VT OSB D EATFWG GARAGE `o v -2 A3 IN R INSULATION ( �P • m w VAPOR BARRIER . _ cwwn V2 GYP BD 3/4'T&G Sl&LOOR —G • u GLUED AND NAI4 R 314'T&GLOOfl 4'CONC FLOOR W/ > GLI@&NALID W/ n-rVe TALL FL Jrs®Is oc en 6x6 10/10 GA WVVM ° _X F • x .�RAM'I c _ - - n 11=1111= -ILII=III A ILII=ILII ILII-II h c °16111=1111=1111=1111 •°• TII=1111 1111=1111= I=1111=1111=1111=II DROPPED LVL BEAM LIJI=111 -=ILII=1' -1111=° II==L1 o t 8 MH R Z1 CLOSED 111=IIII=IIII=1111 7=1111 1111=1 p 11=1111 ' 1111= a CELL SPRAY =ill1=1111=VII=I 911=11 '=1111= 11111-q a Ii III' i1I=11u=Liu=1m-". BASEMENT =un.4. I FOAM INSULATION —nn=ml=nil=m 11G111=IIII=1111 o A -IT1=1111=nu=1n,. m =1i1r=lio=ml—m o m V2 GYP BD Lin=Gn=nn c�a IiI1=1i11=1111=n1,- 4'CONC FLOOR OVER FOUNDATION WALL 1I1111=1111=I1II 6 ML POLY MOISTURE BARRIER 111=1111=1111=111' OPTIONAL 2x4 STIRS 16'oz. -WATCHDOG DARPPROOfNG =nu=Liu=lilt 4'CLEAN(iANLE AR F91 W/Fa BATT DR CLOSED POURED OONCPETE WALL ^=Liu=_nil=nl CEL SPRAY FOAM I SL�LATiON SEE RAN FOR HTS&WIDTHS DRAM TIE-� 2 SECTION CONfORMNG TO LOCAL CODES REi�PORONG AS REQUIRED AS REQO. A D9 SCALE V4•=T-0' w D=f 13 9' ofNcf N Ifi SEAL ALL JOINTS •°, THME WERE on BETWEEN SLAB& PREPAREDPUNDER y noNNAAND FOUNDATION WALL <• SfE1VBON AND TO THE BEST OF MY KNOWLEDGE BELIEF AND FPAFE`S=NAL 4'OONC FLOOR OVER �: PROVISIONS S aF EMENT��YoORK LATEST A 2'RM INSULATION T SECTION U FORM ARE PREVENTION,BILCM CGDE DRAM TIE AS REa GN MN 2' A O9 SCALE V4'-T--O' CONSERVATION CONSTRUCTION DOOE CRUSHED ROCK OR WASHED tlRAV& A D THE PEY!YTI4 STATE ENERGY W/MN 6'COVER OF SAE MATERIAL DRAWING 20'X12'CONCRETE FOOTWG MN.6 ML OR 3 ML CROSS LANflJATE W/ OR SECTIONS POLY,LAPP®12 11P�N6ULAT10N AND 4'PERFORATE)DRAW TRU D OU'O MN4'SAPll(GAS PERMEABLE lAYEO W/FRTER FABPIC T I®IRI SECT � PROJECT: A-00 SCALE TIO AUG 3 0 2022 Roberts Premier Developement LLC 910 Glenn Road, Southold Town Southold NY 11971 Board of Trustees DATE 7/22222 PROJECT N0. 221018-Roberts DRAWNBY MS FLASHING SiA1L BE NSTAUAD AT WALL AND ATE �BF4�T'NDp1 Gnry=�^� OTHER 7�Fp�®�ON`EOTMG SKITCH ATE Nps SYMBOLLEGEND NOTE *� DWG No.CHECKB MS tam GYPSUM B0.[TAPED 8 ROOF NI6RSECTON$WIFE EYf3i THERE B A — > � FOR OVEROURRENT NEW WOOD STAR S.RALNE.TO BE OW4ER PESPOf�E FOfR OROEF4J0 SOL TEST TO FMG WALL6 TO BE F$MOV13D B� SPRAY EDAM NSILATION N ALL CATH®RAL CBNiS VZ ALL EOEfRIOR WALLS ARE OESCtEO AS T pLSTNG BNDNOS IFDERGODO FEAR ALTEPATDIy PROTC-CTON SMOKE ALAfPA4 3Llll.BE PEPMTI87 TO BE SgEC7ED BY ONTEfi 0.WC RBFR HOT S1 BdBE&ML7PlE STATION S.10a:AWR43 BPPFKLIDS COATS MW W PLL CHANGE N ROOF SLOPE OR ORECTION AM CFECK FOR GEARING CAPACITY OF SOL AND WATER EKTG WALL6 TO LEMAN PERFORATED SEARWALLS ORANGE OF OOQ.PANCY ADDITION OR RAOCATION SHALL BATTERY POWER OPERATE]W1BJ FSTAI i m N BLI.OiM &V4'6 MN TREAD DEPTH SHALL BE �B_i8 SPRAY FOAM NSLATON N ALL FLAT CEWGS WALLS 8 CELNGS.RYP1 AROUND ALL ROOF OPBJ.KK'6.RAS44G SHALLTABLE LEVE- CAf60N MONO#OEIECIOH S.OKE DETECTOR BE 00RR330N RESISTANT WN"2B GAU3B PANELSSHEATHING TO BE FRN VY WOLO 9TRUCTIRPL BE FRONDED VAIFL SMOKE ALPPAB AS REQUIRED BY WR}OUi C0M4.iBRClA1 POWER OR AN G15TE ELECTLLGAL gt MN WAD ROOM BLE'.HANDRAIL W Ntyy TR ON �I SPPRAA�Y FOAM NSLATCN N ALL FLOORS OVER UJWPDRIONED PANELS OPl E7S*W LD,AC!£0 W/BD APPR�J POWER SYSTEM OR N BULDNGS THAT U)SInCING REAR AT LEAST CNE SPE CF STAIRWAY. RE-GRADE ENSTING FITCH V2'MOISTURE RESISTANT OYFBfl.4 ALL EIPO`fD FASOA.4 6 TRM TO BE COM+ION N4L9 0 6'0.0 AT PANG EDGES MD ®n0 CFM FAN BFAWHO WALL A-09 B0.RAPB7 All 8$PACK ED-3 COATS CAPPED BY AUM T2'0.0.N FEL D.EMEROR SEATHNS SHALL BE IN A1I��TI G£ ALTERATION ACOOD OF E WI OCCUPANCY.R[)DC L H OR HANDRAIL.HOOT THAN TO BE LRS THAN FROM BOTTOM M OF HOUSE AVJJT O RA 6'CLEAR �8�1 SPRAY FOAM INSULATION N 0 SPRAY FOAM INSULATION ALL EKTEFUOR WPLLSN ALL FLOORS OVER �DE MID BEHID PLL TLES.S1aAulst N PEW EcavE THEIR 7FE REOOWE SMOKE HE BUS R31342IE N ACOJPDAHCE VHIni APPS DIX 4 34'&NOT MOPE TFHPN Si'A&7VE PROM BOTTOM OF PEW EDNO TO GRAZE "..-- SNKS E WD N BATHROOMS(TYP1 ALL VALLEYS.CTM tYS.SMOHTS EAVES PID COfJI➢V.JPIB FROM BOTTOM PLATE TO THE SHALL PECHVE THEIR PRIMARY POKIER FROM THE RI.fING a•+t442 EXBTNG BuuN nDB STAR TREAD NOSN3 HANDRAIL SHALL X POST TERMINATION NEW PA FNl WALL 1, RAKES TO RECEVE STCRMGUAFEr LEAK BAWiHR UPPER TOP PLATE,AM ALL PANEL EDGES WAG WHEN.SUCH WRNG IS SERVED FROM A COMAEU&CARBON MONOXIDE ALARMS SHALL BE PETALLED N HAVE A PEFU.£LER OWENSIDN OF AT 0 IIOW GOWN SEE Sn'N-01 � SCALE SHT.NO. CONTRACTOR TO VEiFY ENSRJO FRST FLOOR CS-WSP BY'G°F OR APPROVED EQUAL AT ALL EVES& OVER FRAM M SOURCE,OR AN ON-M ELECTRICAL POWER SYSTEM ALO E M43 ELLCh'G5S IN]BRGONO REPAIR ALTERATION LEAST 4'&NOT GREATER THAN 6-V4' WNDOWr WADER SIZES M1 SRF TO BE m2x8 LLN0. TA T'B.Pff1®GLASS LCmODn�M1��`�shNcaN f� aTO BE PROVOS N CiBIJGS ENF'OS®TO U4EAT��A� RPLCES F1'.IBO LMH�AYi.EdT 24'PAST THE HDLDOWTB APE PEOLPID AT EAOi FLO OF y4�pBMALRy PoWFR B NIEfiRlP1ID,SHALL RECEIVE CHMOE OF OCCUPANCY,ADDITION,OR RELOCTION N W/A MAX CROSS SECTION OF 2-V4'. FASTBEAS 6'EOtE 4'FeD AS NOTED NSDE TIE FJOE+IOR WALL LFE CF TFE BIADIJG PERFORATED SfAA WALL PoWER FAdM TFf BATTERY.WRIJO SHALL ES ACCORDANCE WLTH PPPt3D0(J. TABLER602.311) NAILING AND STRAPPING HOLD DOWN CONNECTIONS AT EACHEJLDFA CORNER ANCHOR BOLT SPECIFICATION ISSUED FOR > FASTENING SCNEDOLE "" �h J� - 0=IRED AT EACH OVERHEAD GARAGE DOOR JM'Bl DATE DESCRIPTION REN OESLRIFTION OF BIeIDINO FIEMFI,T9 YONRER ANO TYPE a Acm Ano LOCATION (REQUIRED FOR ALL NEW CONSTRUCTION AN]/OR NEW ADDITIONS) _�v \ wfAt�FOR ALL NEW CONICAL ION AND/OR FEW ALO°)ONsxAS F5Y WFOA OF FASTENFR•••• NOTE: x\�y SECOND FLOOR ATTACHMENT SPACING CORNERS PEGIJRED FOR ALL NEW CONSTRUCTION AFD SECOND FLOOR ADDrrK� 7I22I22 DOB SUBMISSION lmbvz(z4i^4naTw ALL STRAPPING TO BE 11/41X20 GAUGE STEEL OR'.SI'/PSON EQUIVALENT Bmparg l,ealw,manpJam wnrAnmmv Oma lm mmmar kfi=at31•k'a' Tm we CS20(COL®STRAP)ALL COL STRAPP14G TO HAVE MININ[LIVl 127 BEARNG s�b¢ 7 tz resat }IED Lca Ta••a.,2B');yr •s'r<ul9r esu ON WALL SILOS(ALL STRAPPING SHALL BE INSTALLED AS PER AM1IJ.1F. AOxsTPBLE 4mbpa l2lj+una•):Or SPECIFICATIONS)ALL STRAPPNG TO BE SPACED AT 16.O.C.ALL HANGER 'vn;a. rNm• 3mm,m,w•�'a4;<nu,•,w P.r-n.,m,rwl p r..;; mm s,m bu l5•ae 1215-T.1CONNECTORSN WO CONTACT W/P/T OD SHALL BE FINISHED IN-DAM <4,3rwm POST HOT-DP GALVAN2ED OR STAINLESS STT EL1MAPS � C•Ivpsaat nxmma.ama.mlml r.ltetmw blm ec.p'•0.,3aT.r RpOOF y RDC£ 2-133D CCMAON s tam,s>,•l•••Sstr>ffin890t31 m7y 1e rmo:s t}tse m'^'n1(1Vi•4tazT°r Fan wA AT RAFTERTO RIDGE BOARD CONNECTION p/BEAM NAILS 96.O,G 'ba.allr nal. . Ce 1lrgpn.bd..am pnWi rdb�na.lpwy vNa w.nrl fl lan,u, FOR 1>D(E SIPl+P- ®®RbhDN AT EACH Ell W STRAP FOR RTL LENGTH •� log ®SAcuvnBFL2SZ°M 7rom.®OILS]' FOR ALT.COLLAR TE- ®VO OOMSN)ELLS AT EACH @D �y,AR OF S71D LAN cwa d°mamn.ra.ren allA-^mvv.,�1F' alm b.,(1••o.,za1. cEN3BUOOA Rtn :L,M mmn.,v 0'<ri 14A•);m ivwnwlw,rh raRvr //�� 1�I �L 43•<n,3r n t. AT RAFTER TO RIDGE BEAM CONNECTIONFOR ®EN]WPLL EC � FL. IV © 2 s,mbp.rm,a(O'i•.0,1:•kpr ADJUSTABLE D E\1 Jn ILr,� {,CAI l`E b R�br maFw>empm:p Tim eu P'^o+io j;vat439;or 2b neva>redxi,.e�'e.<v u�.es�, KANGER S LD C04ADN NNS AT FACEFRAFTER 4 x 'ETLP S a3`a¢tat•wtc 'SLP90N LSSl72B SEZL,P attic lB'Ij<C."A'),arROOF Ries oc.pxu�isuri��m Tm mu IL NOTE;FOR GTFSYIAL CHINO O3LN0 RAFTER —� SLAB(N � Y Rmrrenanm naW.wrav snlpnaa,wmcr a1•<a,lr onto AT SLOPING RAFTERS OR RAFTER TO J wnlrtum2 na3e beam 3,6a eea �••0.u6'T pr WADER ComacTIONS PROVIDE 'DEBT '®>PSON FDLIs ATpN9) 2-tm mrvrm(9'/i aatbzt w r�,u nt SB.PSON 1S4Yffi"PA3SfA9LE ROOF AUG 3 2022 ?•: sfm baa Cs•^a.1ze1.yr N PSONIADDITIOIS ADIJSTRAPPING oROUE fNPFfED 6/B'DIA ' REVISIONS 11'•atlt•nab B0.T8 ) mA AT RAFTER TO TOP PLATE TO STUD CONNECTION TOP I� JOIST FIRST FLOOR ATTACHMENT IED<anrm s'r•.°.ler al'o.smm wl PORTED •a.,�I.. F ty NO. DATE DESCRIPTION R seemand(vlmtramdwnp>•dd ,allw(s^¢I2a•),m FB m10D LOM,fla NAILS AT FAOI ED lF STRAPjCCNCFEM 3'•0.131'n.lm :b'a.amm,vl Bf'$>�tf 6iE011R®FOR ALL NEW CONS'IPJ%fTDN AND FGGST FLOON AOIXTL'L`ID A [n4'n mAarNtaMmrq curs mmwvartnJ WRIT ,6d brm(3'y nuE•;:rN WALL N 4:. •. 'S0.P90FT FFB souftlol Town WAU- 1•^e.,m•n.m u'aamcP w1 ECTI O N arm-nwn„au .ndm Asa om.rm 3+r•+B.Isz• s'.:.mm ml Lqg STLD Board of IFm voaraa(9'i^0.1027 Ic ps e.m eagp m:e nt ALL CLIPS Q STRAPS CAN BE MOUNT® 10 BultuD nmacr L°-'m 2'haedarN,M+:i.pavY, Ise t»a 1a1•<o.,as•I +a p.c Rea, mesa FROM ALL COMTNAPLL r:m bv.(zty^anaq;°, NTSRCFG SUIT NOT A WFAH'14TIT7 OF BOTH t 119E 5/B'GA ANCHOR BOLTS W/ 7'B.B® „ ,;anmuma npmwm peso bm mmmar[L',;a u,3t•f•vr IED nap m 2-a8D CbNMON CONCRETE W/3'6WAF✓E x V4'WASHERS AFD ED NUT g-TIR. NALatm b<a(1••0.tze•7 AT STUD TO FLOOR ASSEMBLY FOR I6'O.C. ,6a pm.rm 23 y<a.l6z•1 's' mm w1 FOR FLAIL LEINONTHI Z ANCHOR NOTED HEREIN ARE NOT TO BE LEM FOR OR RB'LACED BY I 12 Tw PI..mmc Plc• ,m ma(1•=auBT:w TO STUD CONNECTION OF STUD HOD DOWNS FOR&JEARWALLS 12'n:mm EDI BLOCIOIN(i 9=o.lst•wm (OFLY P1RR rAH c FOR 7W.OSfORY1BlWTDFO MINIMUM TO elm mnrml9/i•ata2T w Fv w m,e;n veaam,a c mWMAISON ®E'DWN.L S CNE ANCHOR BOLT S TO BE LOCATED BETWffi1 6' 12-lEe tP.tn+ al ss1:w 24 i epfmlenpt ap3 FOR STRAP- ID BO CJ7*AON NN.S 1Z MA)OhL1A1 FROM H•�AND LYF9.1�S " Dm"dmpPl.snpFN o,:•' '1'' wdmd �) ATE„D,HmOFSTRAP 7-T(E:P'T BLOCKING AT ENDWALL iba amm•m aa:'=o.,6r) a•b:rom ml to w:1mm Man mM•r,rmhln,narah�e nr l;n b,a(aa!i•n Il nr FOR ALTERNATE- 09 tD COMAN NAILS FLOOR BiC-0l1RID FOR PLL NEW CCN"IRIJCTION MD/W FEV!AD[IBON9STRAP FOR EACH STRAP '- .'23..x,1"v< (iW05'IMP6 TOTAURUUI�I6aoIXtg(az bawd call ParaO Inar lbn3'.4111'n>I> 4,a]il"nafem nal ;.. .. .• BLOCKING BAYS atm ma 1311;=u.t s9'I:or FOR SECOND RR- SHEA1FRd0 TO OVER-AP BACK m 46 nn m mmmw Cl/i=a,3rk pr Tm neu ADOTIO S FAST s SECOND FLOOR 8 5/0•CIA TFRREAD(D RCD EMBEDDED 4 3'm<413(1'alp 2n•l.ar 6TL05 BY L1IN 12 gam{S� W a FOR ATTIC- STUDS 10 Tapwaatar,pmmmma n N Er ALL STRAPPING T BEANCHORS.INSTALLED HOLD DOWNS 1,m bvx(9/;.O.t 23fi•nm TD41RATLPES O DEG TO 40 DES F)LEE znm minmb,ra'fi=alfirim MANFADRAESTO +TICK PER }1m bu(1••0.138').or ["ant 'SF+PSON AT a IGH STRENGTH ACRYLIC ADHESIVE 13'<aUl•nale M O Ll a. slm pca P•+O.¢e•Tyr IT T<Pp•m••mDrmmrrwr.Rra lraceatipn, },m (3+fj.ats?k or Poco hall NOTE: _u 13•<a,3,•n>l. NAILING&STRAPPING AT smwa(z/i.a11aT.N Pl1 STRAPPING TO BE 1 V47¢0 B!•11L�STS CA FL957'A SECOND FL B 1`tnmmmma,m,mPale 2mm a/;^a1Dl•):x pmnai! EXTERIOR WINDOW/DOOR HEADERS +�"A�-�°�®sTRAM z-,m I•i23.^o�za•).w BOE VLLL STRAPPNB SHALL BE NSTAUM PRDR TO SHEATH N33 e Z 2RR,mv I SHOE PL. TEQ1IFED FOR ALL FEW 011 T TKNN AND/OR FEW ADO NS)SUGIFL lmbaa(a/;+a1t19;°` AT STUD TO FLOOR ASSEMBLY to i'•6•,ncNargm evtla b•aTrq 20,mmmw(2'Ij<a,11'j;c. FvvanW 2-tm EDA O•a0.uel or TO SILL PLATE CONNECTION F@A JOIST FLOOR U o 2a„Im.1.__,a,..,a: p �Br NAILINGSCHEDULE'B': lwoo014iAAErnrsTfRJOTDNMPNNU BLoatNozaAYB O9 Zo 1°•B•vN navy vn.w;egmeed,bvering 30,by 4;^n.1+8T;ar Femnvn FOR STRAP- t0�CUM7tI tW19 ROUGH OPS PECURB.�'!f8 FOR WINDOW OPB•P� BAIXo4S'as smm Cdlj=uu,•T br AT FJtW ED CF STRAP l�J/ • 1,0,xa P•<o.,2el.pr WRAP bTMPPN0 IID81 HL RATE 9LL PL Notation EaBTIOQ • c 3 cmalm.,•' 0.1 16 T,tali mrY Rough A B C D E FPA WHIN AN ATTIC FLOOR OR CHINO DNfaFAAEA S USED TO BRACE 4E GA73LE — v/<l,rIh•.I•.R• Opening EDWALL OR NfDN A FP ROOF SYSTEM B LEE FLOOKU 19 NOT FEOLRUX U dmlv,.(2V;wat191,w LV lxnma,ma•P'f;,nu,•I:nr 2'-0' 2 1D 2x4 1 1 1 1 ai� ER 1,0,xa P`+0.lzoy:ar NAIL SPACING FOR SHEATHING Cm PRESSURE ZONES >� a 4+aaln,l'rmm,la0•.1Y:Roes `t Ravr '•t' 4'-0' 4 (92x4 2 2 2 2 ZONE1 ZONE2 ZONE ZONE4 • x>r�- amEm(29'+0.1197:<r ..1L•' St kirtm pi4mplv:,b•gnepr 1Hdmmror /;<¢t11'i;w T n.a 6'•0' a 02x4 vtD 918 3 8 8 3 D - 1lm aca l3' .,ltl'G pr s1•<n,lr nolo 8'•0' B 0 2x4 or ro 9t8 9 8 9 3FIELD B'D.C.. 12 OG 9'O.C. !'D.C. H c mbea vn<o ttr) A'e.A ma eau 10'-0" ID 09tB 4 4 4 4 PANEL EDGES 4'O.C. e'OG 9'O.G 3'OL. o•°- ITinipal.bvdiN:lrb'ud;romnl prmP REED(cn(z/;.Yu•'Y.ar 12•_0^ g 024 5 5 5 5 O pem(mM�planmve!evi 1bbw 3'=4129',w 6'<nm°nal 3•,a11,•nmm AT STUD TO FLOOR ASSEMBLY SfiPSCN ' Notations: ambm(zV;^O.n23T;ar TO SILL PLATE CONNECTION 634 9 1••6•vuHmoemlemmemA"r 2-mmrt,mw(2'1;+4131•Gw Fem nil A.FLA>ffii OF ED Nos AT EACH t�D OF siRAPPNG9 �® 10 ®© 10 ® 3 04 OgA TT y�F n 1,0,bpa p°.o.,3e•):ar QIS ON(TtA�PHO/Gi GARAGE WNL APRJIATOpS1 B.NIMEi OF ELL STID9 ON THE FLAT DOES NOT APPLY TO DOOM J QQ Q � �-.A z Naxm.t•uvn,,IR V•-tYi L,w s,0,lva(9'y<1.lss�,,m es,d.,a+nm,au FOR STIUW- f4)®COM.DN NAL9 zs ?mmmrmF;d:a.eraw 2.ts1 mm,mm(a7;.n t6:) AT FAOi BA ff STRAP •'•I•.• 'a r G"AISE R OF FLLL(Duff KING STUDS AT EACH SLE OF HEADER F O 10 # affil a:a(3'/i<p„sY:m k sada beairp,fac,nall WRAP STRAPPING UM SL PLATE •. !.�•.':•�:. m poria lDlmtabpvr,-tlovr 6r°pf, gtm mmnv,(1+/j.o.,c�) D.N,AffiY OF ISO NAL&END4#LE7 TFAOJGH AhNCBNT KING SND TO ED atm OF FEM1LHi AT EACH SIDE O O O O B O O O O © O OPNI 4lotxa m=O.tm•L ar rata wn m EvndwnmJpirzmJpirz E.Nl.13Ei CF JACK STIi)S AT 5A01 ENO OF FfA0Ei5 OASSU.g DOI.BLE FFAC8G51 4Y•¢,1t•n>ta;wr 4 2 1 1 4 4 1 1 4 '/A� 4•r<u pa.c3ala9.7;caa,1 `` F. N.MBE7 OF 160 NN.S E D-NAL.ED THBOLIGH A➢JAB(r JACK STUDS TO -C- Z}lwmw,(,•.41B29.0 i.�se M' mu dva CIL.°dC d„g era ED OF 9LL(9)AT FAQ1�DONE NOT APPLY TO DOORS) ,m,m+(3•=atza'xm 3,•P.crwa,ml al eP an<tamm END VIEW SECTION 2T Bul[.,p A°Uan CIN acem9.2-bmiunber T<O lal'nplb "1Aaedm OPp®ra 9ma9 O PLANS amwo(.'<nlsrxw SPLICING OF TOP PLATEor `ow Construction O o � THS�T�W A M Slm pca(3••0.1207 pr FPce nal a[maa Hrd°:e0tl,9pl,ce 11•<a11,'n.iv dI W II(I DOST. �© (D 00 (D 0 © THE BEST OF My SUPERVISION ��gAND FROPESSIONAL 1,0,xa(av;,a.tasT;w s�FLorn PLNs TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS t XOG3011'OF THECOMILNEW ME LATEST ERGY m LpaOw vWpwpvmnp jdcm wmfan stm N,mn.,(a'/:,ate2lm f<wvnlcip,ormhaAfam rat 3/4'SLB FLOOR MaD 6 NALID o-1M a,p•+a wR');nr 2z FL.JTfi SEE PLANS ONE STORY SLAB ON GRADE ALL OTHER CASES tA71= GABLE ROOFB HIP ROOFS LNFOPM FRE°OF THE SAM� s<6131'nala FLOCK NG 29 D,! M7 NabnpmJtn 2-Imb°s(1••almlw2-m mmv, Gd,aril.meneH FS1L/S PER FLANS RA FffTOIJF RTES ANMDTFEFEYl YOONST TE lOCC NALNO T N ALL CAS AAE FOR 14PAffH 9-SED PF.N<OlST. AM THE NEW IYCSTWAT710N COLE u'M•OJ23,•:w2a•.O.13n oma Rm6P°NH SAMOSA B BASED ON VT SCATHING 8 ED COMMON NAL9 SPAOINC Oi FABTFNE0.5 OF S��NAILS ar @D RAID LARTS•FILLS 9 V2 Building Minimum L2 Dimoftilofing Minimum 12 DRAWING tXI1cIUPf ION NOMeERAUO mmmmwpl, OF STRAP DY SF,1P51`0 gmOnNon(ft) Spice Length(ft) Dlmonsim(ft) Sporn Length(ft) TABLE R301.2.1.2 REM OF aaaOINO aL6d811T8 1'VPGOF FPSTGN6R•.• pmb.)n �mM,f` JOBT)1P7'A81 BY 9A/PSCN PLYWOOD NOT 9HOWT! 3-0' 12'-0' 2-0' Wam.b—mpmxdA md/bm,,c�mdlmnfla,eun nnvdnm8lP lum',p ma pealMhmrd v,8 nh.dNnB lR frvMnp FDR°LABII• WIND-BORNE DEBRIS PROTECTION FASTENING I.-7W.M02.9 r. woad elmdu.d pmol mldv..dl vnmlNng lvwdl rmMngJ IB'-0" 4'V 16'-0• s-o' SCHEDULE FOR WOOD STRUCTURAL PANELS a•e,a,a m mrmwm lr•0.f u9nea(naRav,.rNl)' SOFFIT MATERIAL A6 PER HEVATIONS SOLD FLOCIONO O 30 a!;-aa; mtmrmmn(2V;<0.13')r 10.acr FSS01 6 '2' SFAL9 20-0• S-Q 2°-0' 4-0' FASTENER SPACING (2 o.H3'rml $7BA( ZT-O" S-0' 24'-0' 4'-D' 3I n°a'-I• m--1:2Y,',Cull:or asps 0y E .2 (41W COMMON NAIS®EA FT•D OF b'iFVW FASTENER TYPE PANEL SPAN 4 FOOT6 FOOT ('tar••O.nJ)rO,lrwd) OR FB CMECTOi DY E 28'-0" T-T 26'-0- 5'-0' <4 FOOT <PANEL SPAN <PANEL SPAN 32 ,'/,_Atli ,Id tam:m Wx atAB7wH;w - �BFOOT �BFOOT mf./iaa,3,•IaNam•tln.u c 12 ����WAI!CONST. PLYWOOD&EAT}WO 32'-0" B-0' 32'•0' 8'-0' 1� PROJECT: an.rw.e.m.m,npe (Sff NAJSJ(i ED)LLD 9'4 36'•0' T-C! a'/P If6 16' 12• 9' V•ehumml Wlu'pnv N°mbavN I/;9•�'•aaa racpvg n,'k/,v'haN CANTILEVER DETAIL(TYP) WOOD SCREWS Roberts Premier ,•�� ao'-0" n-G• a0'-o• e-0, My IWJm;c tali DN•"••a rpprMrmL'/ l+�d d'om•mt a 6 �'°' W°o 0 SCREWS 12 Development LLC wl DMEROH WALL fSNR. HOLD DOYM;EE gp'-0" S-0r 60'-0• Y4 3a ¢v WnJdl.vOe N1+"lu'18. .n0.�!'wl uurn l+li 1aMnc>dv mfu9 e: FIv 6a`rants0. N as v;•9rwcmd,.nw,y+ tai .Iv: .z awws T T sffFLowRrNNs OErASSTli55tffT w,snezN•za.mn,PaoT•1AaemnlPouao•d,Nle. 910Glenn Road, m 'r;oa'mam a,eamp� tel;mNawaa mpNo reu:,ope eemanbAd ENDO NAL6® 70'-0' 14'-0' ,411.CPCRNWR•teOamNM1 ,a/j aw:,°•aacm.Troewws T T ED OF STRAP DY StrPSCM O1/6aIP Nf1N EIEATFONO(NEL BO'-0" 22-D' 80'•0' ISM ¢r T�LClss o.s ON l lormnwno WO—M°Alsraor—NRoafrl6crtL Southold NY 11971 Wmaebielumlpamla,vemblmlimpumow uNaacyaenl tofimNnp NEW CIA FLOOR DEITN89ifRxTl1FRE A9 SHOWN u r.sTas,eOATOwavNu vas oFTrawam slaNw�uRAL PaNm. DddommaPROVDE 6'TRAPPRY3 AS PER DETAILS T PkB mmmwa,Lzvi<a.13••)ral THS BHT. Spba m oxNf4+1N'LLRe°+'sc,r0pweo'ii nimF°.bRio ws wrrsTurto.TNersnut seAnAaeo DATE 7/22122 MOONOYBMndrMP.aeTAMANOtoRb HaNNGA M1,NUN M.INATE WTOAANEL m ,/i-,, mmmmml2Y^<0.13'-I wl;ar p 13 �¢ GPAOTYOF,W P'a1RD5 W ddammd^h'•o.1:0.1 n.a aB 14i-7'/: ,m mmm(1••a,ee7mn;w E I] - 1 SHEATHING AS PART CF SHEARWALL SEGIC NT METE NOTED ON FLOOR PLAN SHALL BE PROJECT N o madpmma'z'•^O.Im-mu t Tehuhted pl.IGIOths nu 0,,B top tiatn-to-tep pate WoobsTRueTuau Dauets wTNAMNNu.1rNClwfss of�s(II—)uaAwatuuavrlN DRAWN BY MS (X)NTNJCUS FROM SILL TO TOP PLATE OR PDBOLIATELY(ROCU AT J3NT8. cbrnectlGa®01g 2-184 nay pa foot For poluter oTOoe opo PEEr¢ue mmt Pu.Ets s+uueE--c--o'..... f 1NaIc,aNmNmvdmmv afabmaa W Lmnlw,vea,°mN,a,tl Nnuat�mnnep CIN duan ¢vmabu:Hapnpm eAnun wu9a Ntlw.Lamadtum Z HOLD DOWNS RESUMED AT ALL CORNEG4 OF Mj1CTFE�DETAILS THS SF T. I.Vt t,Ile rn0 spB.Ings7xA Ee r.6—d N Ordaz to ARAOIrA:Nr NnimWARE P1aaNDE AT,ALrpAEr(r99N.LLl CIE PRWOEd1NACCOImANCE W,11 « .,. r ,.atNR•""..•waama<t..w,.e,.....� ,... .- ,.>.,amnvr,..>.M ma+r.,.em,a",.,mr,an w M° FBADUE F)�N•XN SF£ATFONG 2-0' 3 REEL TO t1ALN0 AND STH/'PPHX7 ENTAILS THS S,13--7 TO FOR A CONTNAUS LOAD PATH Pggyp An ec l.bnt nutbor of nd. L.aLERNt2t2ORaNP1LBE0 qc..TOIEeaTT1ECNPOI,ffN19ANnCAAOO dtOM9 CHECK BY. MS E35TY•D FRST FLOOR asRlatle a Dam,roof tddlt of AI Ewdu�a¢s m oaEo No eP, or+ONuveenET'rzOw,O>ti weAm swnnNo SOW FEW CIA STORY 2.TaWated spbm la*M JLTn,E P DWG NO. ° BIRxT"` SHEARWALL SEG. DETAIL(TYP) tAfaaLFarmeanAatpennyof15 oneatfl)1 Dw tahleted vales ales txpazrittetl to 0 nuttiea NY 080. e.ne°'°'nuaw meaw,ri - ..m°ewmme.:um,rPnwam.>arx+exm.mmc.,.m•Nune.mNMmnlm..mnwm! LOAD PATFRAMING DETAIL N-01 H/ m�,y�R�1,m�aprw°°..mw.peln,nwln,nv.o.nwa..apmov pmmam�Praurwmnl ra,n..-a.nlr=wm.xoananvan...a.0,n _ mnm,wmnmmAa�.ena,Dmrwl wrb.,rava,wtm«q nm..>cvwva��, SCALE SETING. AS NOTED ISSUED FOR: 3 DATE DESCRIPTION 7/22122 DOB SUBMISSION RITMOR sSUAXII WALL BETAb GONDIIIONED SPACE AtO ATTC TOUCH SM401 ' EXTFfBIXi INSULATED"LL "LL GTPGVU EDAMep (GGn{sro[s a nAtLT PLY'AnOD/OSB T � _ ? PORCH RAFTER �` w ATTIC MUM 21 LEDGER ON TO?OF t 1VEAKIt BARRIER AIM SIIEATIMG— r ' —OODDTM3SRL KG / SI-MINieROOROFSFAIA:t— J/ ATTCATESSTO 410FI; -CONLESB + ! } ;< I i REVISIONS BUIIM PAPER// " I� 1 �/ 1 ICG!DITI9ACgN VEATHER BA.RIa�R—�,I f� NO. DATE DESCRIPTION J X :. � Wi:9f:: til,' A. J� r---- f—ACTfssPAGEI I 1 _ MAN BING rot" LAJn ' VIM PERILEBSCREMS I TRIVASREON&a FrtVSHCcfl iG SECT101. THRU STAIRWAY SECTION THRU VIALL I , i` ATTIC ACCESS DETAIL PORCH ROOF DETAIL STAIRWAY DETAIL PICTURE FRAME AIR SEAL SAMPLE PHOTO ErEIIVE CbMRIOLS SEAD OF SE;U.ANT ELECTRICA WIRECGVM'UOUSBFADOFWJ-NE m AUG OFSEAIHff BEAD HUG Q ZOZZ TOPPLATE \[' Z FL091G11LE - PLUMBING PFE [Egmooll RC(71P'JcTOWT T r �-� FLOORTRUSS t u 8 GanuamJssAnoEsrAur EXPAhD&J6FOANSEJUANi / oa kSSE1,9LY Southold Town TOPPtA1E Board of Trustees WALl.STUD _ L—MILATEDREKVE EXPAWNGFOW ` ` CMIRUOUSBEAD ;Q "CT SEALANT ! ¢� TEATf-MRIRER ` 1 OFSEAIANT If c nEA au RLut CU41.0 4f:US BEADKkKATPat6S VALSTUO 0[45 BED NT ,, ItflaIORGYPSN "OARD Wrimm5aj- D ASALt MEA damr o Tf1:CUSFI T:°1c�'� �P;u�3iaAN4a YY ON 0#1 Ma ��oF�yoQt FLOOR VENT DETAIL WIRING DETAIL PIPE DETAIL FLOOR DETAIL THP MM THAr,ROC MA Ws+E OJIVIMSPMPMLNXRNAW M'C4Fmur A10 PRVR L�rl�a Ego"AWTO O eEsr OF�Y PP.yJ1ff B.Ct B!G17 PROYSOIB OF ne WW YOPX erATE SN TS ITiATStAM1ER I' UFOFM ME ti�YBllAli BtLCAA3 CCOE ��-C�f Al ESiEN�V3+L lt,�'r OWaVATION CM RWMN WOE IiY.I-.4I`y 1�� AID TN NEW YCW SPATE eaW 6CATtt GJSEFaDOF INSTALLI'RIG)NSUTATION W'40 FIERI T = 4ANT CUT70FlTBETPJEENTHE Yn�G fJFffIw7ER CCTfu:CU5@13 DRAWING P,ARR,FOAI.iOLBOiH 1^ q- n INSULATION 1 SIDESILONGR4TEA411711 t CLiT.n.C115B ItA AIR SEALING ., i EK�UiOiUFOAL1SEAlAA4T. GFPfSJ'B DETAILS I,WITAINEWN-IPA. SeAte n USBat REJP?015BTJL.d FOR LEWHOF 010 A_ - h�U4ID]THt1t UAUFACIURD RECESS@ UORT DICLOsur - rEJfEDAIPSP)CE �' PROJECT: STM VIAL! T?FG�SfR,b�a A11 11C PaILATUI AT><G T>S IINHSSTUATAllTItO'HRI'Gf'rGR1 i✓i,N1Yi0 �ATIC 45TATION �, ! Roberts Premier \ - _- " 1111 ll COMECTDISUI.AM t \Yh Development LLC y� SHERKRIGiOPJGID 1 ` 1 + L4R31JCUS@1�F 910 Glenn ad, � Y INULATi SORB,AFFLE r W ��•0I� Southold NY 11971 —r- I- xf41t[rJiY2 i�R DATE 712222 FOASi.EAlEOTR W._6, ~ - _� ., , _ _ •.��_..r--l.� 1 YJINTS _ i \ i7 T17Nlt'ltfti PROJECT NO. 221018-Rdbeds Ii DRJE?ICF.?1 ; r �. —V90D01?.Qk DRAWN BY MS E*AhD%G FOA.9 SFALANT AT PERMETFR �:` -, -{ 4 � fLQR6a E14 �C44RHJrJSBEADCFSEALANS —CCAil4UWSBEAD I AJRB 3 CHECK BY. MS r OFSE DRYSAII CEriJiC AIOIT I ' DWG NO. -� RECESSIDUGHTNG,FIAIURE LFII it"CR7'JkI5JLAilOi ° a L EXTElEORD:SUTATEDVA1l N-02 SCALE SHLINO. SHOWER DETAIL TUB DETAIL ROOF DETAIL WALL DETAIL AS NOTED ISSUED FOR: When cheating tdaleread excasde W. wnana as tngu kne saroaaaar. ALLOWABLE HOLES-TJI®Joists DATE DESCRIPTION JOIST DETAILS tdmanee,Hngroneue 1dmhoar 2x-stud vM el If.arcading to rue et It.board Load beam above 9 or shearwrl INTERMEDIATE BEARING Ram real•16d(alar nix f6'amcenrer at Retend-16d(3h')Icx.I (must arca,dvarwd below) 722@2 DOB SUBMISSION i6'omnenhT' NO LOAD BEARING WALL ABOVE Mn dem�xe fmm TetleA r r Mn amenceaem TatleB el 12'omcenter webslaenels'"J"d Loadironabove ^a*aa.s.' 'V'l'aere Yea al Rem pond rid•ad(2,'S') B°eHrg panel sachadaut B3W am+x•l.c...a7•n. dds a Ined=. Booing nal6'oneemm• flour pend net•ad(2Y') Boddngpards rtaY ha re9ured �® o-neamroa o�NOT pend commonalb'.n nler 2x4 nldmum with shearwds above abloom "�` o 1X'ILnndl'or IY'7lleberSttand® squash llatlo !Sea tleld 6l) r LEL dim boar' LSL I.Ifiboard'xi® t 2xp� e 2xL LSL dm board' 0' Mdmum marcor e' 12- (e eeroahilae Mrt a Tea nal•led(Y)box Bt B7 Yo Pt knod.me) ace lid•10tl(3�boX p0 an G'palm^tar 2x4 m:dmam Table A-End Su ort t 6•orrmnmr' Betad. iing• Web elaenem hWeeks Minimum distaneo from ort eof holotolnslde to-of nearest end support mr n?t,wl".«oeu� Tledimjast ad(2Y'}mmmon at b��m er lidding m nxt ed ach ddaal aquas J •C onvenaonel eonstme.on code d'ensenmr• ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE dh_1hrusawibh A3..1Y.See du Oce zxl m(nlmum arproahGockdm a"t" V'. ax• + tr ¢1S• •x• l q1 O Must have minlmum(piel O q31 A32 A33 IL vat FmddeYs Pocket Gude/OY A34 'See!Levet Frame/s Pocket Gufde In, B2 B© B3 B3W O Lanafer/dadamurd TJlteldsr ody bearingatends A3.1,43.3 inatadations T bons. O addddnalinsfellation specifid bons. fY'iLevtl^'or 1Y'Timbar3trantl® ggaalt rdnbtmment la LEL am board Nal to tlotldn9 tlrt Wth me ad 0*) 6'4'lenglh of TAajdet B'dammermadmum htle for ll�§'• Wm connecfiona agdvanIt j nom Web elrenens B'diameter mazmum held for 11%' d'•0'lenglhd a'demeter madmum htle/or 17r/e'• 16'deep tlocifin cola,6'dememr on mel et cod, Nd mreugh 2v�waod hacker olM requred each 16'deep hotting panda:W diameter Y."eidomemamm 1w deep blotting pends,W elemeter rdinbreemantarltl leer gPa mtleaarg schetldd at adding tlodc Use 4'•0'lengm mmlmum ter 4..W.g pends 9Y•deep r"m parcel TJa`](T)ebem2mwatOd eltle at ElSV rAtdmum(or tloaing ponds PJa' d.E3 E2,bem mwd-perrzoingtlr.rthe W.12-Itn4• Wd,0?.ddII3VTJ' or shonar than l2•lorg 7Y'ILevd^'or 1Y'TlmberEtrerltl4J Agadi ranfacemenl to m2loddng Parc!beM'e9n each (3')mmmon nalsat a" deep or shadier roan l2'long eldesm E3 tleepm slrxtarman l2"lotg. Oo net w,lanves LSLdimboar realer,inched.Use Do no,cullenges *_r� Oo int m,lenoea !osis del With one Btl TY' pp j ( ) jdst Nd m to ale wth lad(3)'-) .11 +•' REVISIONS Is' nag et each derned.nn.,&J.nt m IY'ILevs!or IY•TImberSlmndO mer ddoling achedde 1erge WdiM1s III IL -or1Y•TImberso-aotle LSL am boar NO. DATE DESCRIPTION 1Tlergth oft. 1TIen,nor 1C LSL¢m boar relhforcement, a t 'Fl applies eatle at E6, ol,ebmemen7' unifarndiy - Afbch tdnforcemen,b both odes el E6 adnat E7, loaded Idsb 1Y"iLevd"m1Y4'LmberStranda) ch rdnbrcamem (3,web Wrrdfld sloc eom titles at E6 o y, 3 ds at 6' F H\ N mon ItojdsnWthle(t6') b ser u,,ay+d` , a „r T .�,+LSLdmbovrtl omcenter,clinched U. Leasthanb” Lasa lhvn 5' a� , ,noe men whenresn oro g 0�d rdws win gY lrn%• �� TableB-Intermediate or Cantilever Support 'h oidm,smellf nde TAbldas 4dcN see . E1 E7W E2 E3 ES Notforuse w/th 3%"TW-1.1stflange wIdahs E5 E6 E7 E8 F1 W° L Minimum distance from edge of hate to Inside face of nearest Intermediate or canUleversu ort ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Omecnal:. WEB STIFFENER ATTACHMENT Rler ticae AaerdlWmmn ioc(3')box Seodurel.-der shearing Apply sUbecpr TJO Jtlsl tloeN'Amend Gam� p''• ram,dndledUsetan322 11 76d(3Y')be. adheslve1.an Hockalnsraed.1y1dat•epan Ye'm'dimum Y W flasHtg rnntaet surfudes I Myo Bbl(d"I 1Y 2Y'madmum hogs tmm ead,ddcea yim3 TJ•''at _ Ian ware u Ireamndawm Tuo �`+' Three Bd(zY^>lxtx nde,dncnea Wsbalffer,edrequradif g Beading plain: bOX rdea jdsl tlnpms greater men ig. Barker block!nidi tight Treated 2y. ,Pe" (Three l6d(3Y�._aa e,3Y'TJs' eltles of hanger tiv not Rushpule Wthindtld 2Y's s to top fango light m sl lenge W Ord lalerdy wPportarlaas,�$' facedwd wbeam ledger •hC ++,a* typical ]dja of TJcjdat by lenge mw m lenge W th(aw B do led Allah Sea resmlrer 1jn^Revd*a or fY.' 1X'= Webel.meldeeheltle With an f Od(3')box TimbarSmantl® Sea street bdow. road,clinched when table below.Mdr,dn Polon p2 2•d-see nidmum fmm LSL dm boar Imtdw. ��,�� TOP longe pasdtle ( ) 2._eaarlde Y IH light 11 hanger edge aflatlger to faaendr. jdslspenlocafpns uang tome 2 BackMtledS w,tl lP•Uorea Reda,mco ae Y'serewa parjdd,Ord W Web Siramer9za W Wab Siffr read Fammounl both able.of web Peemmr tY•aane,eeanan ynLwa^am 00-43 tY' Yz'x 2Ya MamUm 29{¢ %'x 2Yc Mdmu hanger W th 9rga TJw a �m drecly apf•ed odng )del °b11 400/030 NAINA 1Y' W.2ye drint m 2Y' 1'x2W,"cidmem - •leabelt475050 4srrmv Wilenspec(geden Nolayo oma 50' d �• Ivan top mange npngdra dxJmbbetmgmmd 'Tru ladaea mdamnmleWme Yu°Bap harass!NalmbaaA VNaeckledger PB1 of the mree bracing Options O �e Y•x 2%i mri,,m y5• 2x4 500 'm + " '" o O Hi H2 only rprtlownwaraloarg excwdlrp 26ara,ml H3 O O shown m_uct be lnatafled 500 + •/lwatleloatl aemminedin ac[pdan:e WNAe 124 uanh eondaons •cunoaon•rea.am rnamnma reg,:retl r«..el•aen:napltawnu e°°a^n"°'a"•+°°••°°^^maSef=lie^°«l°''°•^"o° � a •wlea may mtmateavedwyany,Mom WVin e+e weh tOaveX•orweb bddmuml°t laOarA honor orhae ^'O ~ FASTENING of FLOOR PANELS FILLER and BACKER BLOCK SIZES •Nino[tai,as[ocnwmwonalawmimaiuylz•omcmiec imyaominnem hon dnmmanL .•� • T BEAM and COLUMN DETAILS Fa imdee p.(5'mdm m),udo lyroaha u a0[a In miaanlA,pdwion¢.one maamum ale wrd hoe mi a lomrea Z r ao.a.t a+s.r,rap,ana p,r aow TJ.daue ,m oto ase or s¢o t50 losemsmc 4orc et me mNera mo7aal spm p.wdea del W hae.o[..d.m.)dec f 1 Na Sae TJ. Rm eoer mmbersl2m,[LSL M11crAemt Pararama papal 9Y4'or 9)a•m ,+ew yX•er 1ta^r ta0`r 11W 14•er 1'am e)2'or 1d- 9X•m 1'`Bor Oean[ea ere Eaud mlha maimum udfomlwde atownin eumnlitevA proeuapddes ForpmMoatl mndfpm or title int f Wder tvt Pst 1Y- t1YP 1tK• ,a' nY- ,tX• [«1eumlonamaanyoudLwd repmaenmlva L naano zm,sao,wo [X• Y. X•Of rr t4 Two c BEARING FOR DOOR BEAM TOBEAM BEARING AT ee(2X')aex V• 2^ a• Sock' zxa z:a —dins as-„X' -unne c 9+Y' ental„Y' Two Tx. ed•X' st�weatns (2IL0 (�zq BEARING AT WALL Tatra FN) eroem.c ,M1 a em^q ^eam,g e ! 9 2zfi 2x8 2x12 nn9 lie OR WINDOW HEADER CONNECTION CONCRETE WALL ad(2X'locmmon 3w 2• a 4• a^ s• r anaea,r 2x0 axle 2x0+jC 2x10-X' axe.q• zx1a.K ae+%'2Nm•Y.' 1Y'ILevela"or>Y'nmberStrand® StreppefmdeltbPp0le ,del(Y1,12tlRY")box 3' 2' 0' 4' mer .4 0'9' sh®aing ahearng noa0hg neatHrN eP6 Fla NgaadNtlO enmtdnp ahaeWng NA NA ALLOWABLE HOLES-Headers and Beams • �`� LSL�d„bmN or tlpdtrg rnrlmnrd is hot collnuous oven 10d 121,12e 1PY'l carmen 4X' r tr 4' 4' d' 4' 6uN,r0�Ut Imo long J't1.1[r0 eb'1[n9 <'CTdg 8`0'ImO 4b°I«g 6W'laN r) ,ea(5X9[ammm NA 4 ,r mrl a•l^ a” r (pe.P1 werX• )vdw ria, ad 2x5 0x,2 ,•Nat Zee 2x0 7.55E TimberStrand®LSL Headers and Beams • C ffl den M,viva•am rwax�Yry tra,lvn nrew�eaa'u,w rif•nc W,w,w.,ga mina.,dnCanAr aooalul ve.now °rte) 2.anmaera Me 2vd°m°lN dlM —j • UFS .newrd^eroeawnel.,ranaenmrbteaaWa•m.anmramgpanAea6a Nara mrmumapaergandms: h",.i%,m::�wea ,ame0mm°,�e. n� ° p' p'°bv+^+�•P- ^^*ak^' i"`� )S aepm lam as!ndalmdmum) lessee nae(ddma+,) a Naemne c� requrememsmorgnea,we..tares superectlo lcammeaetomlaea shore MForlde,wem.lj4•ono.:le•o,.nnrcr o .Nang m+s moil be omm6a¢en X'dna emg6area •Fmjae,wdmt emetsl0an 1Y:24•onmmer 7 lU Tpptarge •+4da.m1......aaclm¢tl fOr00(2X')0®cif Mdmum penmmlon al'Ime aro t hangar TJejdetmlm b.aNle mreved • x ram moon[ Predeuure led Joists twee bolemmly suIxodad al ^ 4 - '['o wind IrOm dtea raver antl entl beadings by blaring N Cdumn "gGf ronlecl Wlh panda,hangere.ordect atbehmsdrs N See current flsvel lltemtum iA concrete sdmboarmdmidst a Ot L1 L2 L3 Safety ll..'{id4 lir O O O for!mllg epnnectprs nedmum)a1 T.113 Jdw.)I' a Fw a Po Silent Floor®jolst from/ng on•mmer for TJa mals>Tlm CONNECTION OF MULTIPLE PIECES does not require bridging Or E1 Fastenetesch]a.twth . 1,em,X 4 General Notes .• OF TOP•LOADED BEAMS(1) mid-span blocking Iwo ad(M)nde eldmum .PapM nae.arty a.a.v,m m,rm alw4alm.mm A (sea WARMNO) •No hdcain nuatica orbrnmnin daMciunmlan y/�, i%"Width Pieces: ftrO F BEARING AT .?AHmum o13 roma led(T x0.12a')rLdaat IV— COLUMN .Mlima f4 roved 10d(3-za126')nsldati2'es H2 Other ILevel"^'Trus Jolat®Headers and Beams for 14'and deeper brands ELEVATED DO NOrbovel cut Al Rm boa dildnl ¢ Veary odumn eepadly •lNeing tea MY') law,rale,I numberol BEAM ON COLUMN BASE COLUM1IN BASE fpmt O benaeen]tlars ModamO LVL entl seem beating rating rwva may be reduced by en COLUMN CAP bsyoMlnsdefoce E2 Lards.m�n nue a+. 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LWI)P 1 PPE fRiEVENTCK BULDPA CODE H1 AND TIE NEW YOW STATE BER3Y (SNSERVATON CO16TR=N CDM TJI®JOIST NAILING REQUIREMENTS at BEARING .'' a2 General Notes TJIDJeletto Bearing Plate Squash Blocks to TJ15 Joist .Awed Me7.ne Wmtlekr udr. I • edl, lime de or y. 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L mdeea J�aa�o a.Watt e 1A�a�alaod_t?!n n RM am d IN Fyan . Redb mrpo Te aaolo pads riot ompb MM 9e Lepii000te pf sectbL Ii9DA t�a�� Nilmu w/0L9!CatAmto Okmdemal -� ver hen 4e,,ore epee e;da po k da eewavuea M eats dxaip oft Th ahem am rid m, z neo perm DQ aaao and fs3 ym 1 d calm rumba orad. A roomed orAemb rid m aurplebe q ten ta►tr r ret6hm maim Rtl.doM ed led AS NOTED C E V COUNTY OF SUFFOLK FR 4 JUL 2 2022 Southold Town STEVEN BELLONE Board of Trustees SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H. PIGOTT, MD, MPH Commissioner PERMIT CONDITIONS Project Name: 910 Glenn Rd Health Services Reference#: R-22-1264 SCTM#: 1000078000200027000 Revision#: 0 The attached plan,when duly signed by a representative of the department, in conjunction with these conditions, constitutes a permit to construct a water supply, sewage disposal, and/or collection system for the property as depicted. The applicant should take note of any conditions of approval,which may be indicated on the plan or enclosed herein. Construction,must conform with approved plans as well as all applicable standards including Standards for Approval of Plans and Construction for Sewage Disposal Systems for Single Family Residences. Omissions, inconsistencies or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in conformance with applicable standards. Issuance of this permit shall in no way relieve the design professional of responsibility for the adequacy of the complete design. The permit(plan)expires three (3)years after the approval date.Any modification to the approved design requires the submission of a revised plan and additional fees(if applicable)for approval prior to construction. No inspections will be. performed by the department if a copy of the approved site plan/survey is not on site during construction or if the permit has expired. Permits may be renewed,transferred, or revised in accordance with the procedures described in Instructions to Renew, Extend,or Transfer an Existing Permit for Single Family Residences(Form WWM-104). It is the applicant's responsibility to schedule an inspection of the sewage disposal and/or water supply facilities prior to backfilling.This includes inspections of the sewage collection and disposal systems,water supply system components and piping, and final grading as shown on the approved plans.This can be done by calling the department at(631)852- 5754, or through the ACA Portal at https:Haca-prod.accela.com/SUFFOLKCO. In certain cases, inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. Excavation inspections must be confirmed by calling (631)852-5700 between 8:30a.m. and 9:30 a.m.,the morning,of the inspection.Article Vll of the Code, "Septic Industry Businesses,"requires that all installers of septic systems within shall possess a valid license from the Office of Consumer Affairs. This office will not perform inspections for or grant final approval for construction of projects that are installed by an unlicensed individual. It is, therefore, in your best interest to utilize a cesspool contractor with a valid license to avoid substantial delays in your project. Final approval issued by the Department is necessary prior to the occupancy of new buildings, additions to existing buildings, or for the use of sewage disposal or water supply systems. WWM-016 Page 1 of 2 Project Name: 910 Glenn Rd Health Services Reference M R-22-1264 SCTM#: 1000078000200027000 Revision#: 0 CONDITIONS FOR OBTAINING FINAL APPROVAL OF CONSTRUCTED PROJECT As a condition of this permit to construct,the following items must be completed as a minimum, prior to building occupancy and use of the sewage disposal system or water supply facilities. For further information concerning this, refer to Instructions For Obtaining Final Health Department Approval Of Constructed Projects For Single Family Residences (Form WWM-041). EXCAVATION REQUIRED FINAL AS-BUILTS WWM-078 WWM-073 FOR I/A OWTS I/A REG. O&M SERVICE CONTRACT TAP LETTER 'I E C E E JUt 2 8 2021 Southold Town Board of Trustees WWM-016 Page 2 of 2 1, ReeRED 1wa.��aT"E.r,.E<aEEmExwEe —Roo I— x�wEuw"wx ��':o:w axeo Ywop°Y�vi uP un PEo Fm wr eFAtt LLVE �� CMETO-ILOrEO°NVNE °��e9 sww°Eawr roa.wrtnsoaxew,esowEanEer Bsa U I" roLE"•' CL.L';Nnl t20 aD sp`E`'+"� o�naxtrxa VAWA91 m"r°wEcri°sys-tEu Erncwrm �D,Tp \ C so? °ENfi.wsEiwa oma® rFOeewocuc msr`wosuc�cs�firs`sroa nzou unoux°vK.vaiE°.acoxonnris 'v BA EOP LEL 9.B I v uE> srwc°unaaE Egrm niu,s�e ru"Ci¢ ca+.runaeEuu+uswx°Iili oF��rEexu.°Faecww cocas ho ,R \ ISo' I BB CURB EOP Ea ate,.a ax nousewrtxviEMTnx6own°x UTILITY,' _ _ usesaueccw.rEn BCH vx TESTWEhL I BOH �MLE_ MOUSE 44 �,umioK re rr "aeon ror wxureerue e n r e rn EL1a3'� 1 — ELB.t, ec. vt•vEa1zsoae Kui(w wx<q n FEx.zmopEx. 29 Ba Lelaa.aa t ` , �$ TEST HOLE _I �_ � xsosN eaEEF,s � EL B.B' < w vEa+zsEOFE ; e w .°,.rr.wewx.x.�rarw�mwne�weer= " .gig e I el� o ea.. w `� xa,FOUaw.r °e.r.aaweer"Eaa�ceara,��e.xxxeex wa.veeux„xeMMD .,wa,,. vu=DEEDP � �r ---r - Pox�x Deva. °r x 4 rx11°e".0 vxee°I"T Fern°E u 1-'1''\l /a o i I COR ° p wrA�xoxwwe u..x r+r .e o2w II ELv.> — ^-M—r— i0-0 um�s rxiwi`¢ws s ' I J .k x BB CURB S"coMco u"xveemns rivEv e• n o w�R �R sr /..- ovwre xel,awa °rcm<wrurw.r°eroru rnnoaw TEST HO EEO DATA �I GOA fl. counrxox e�EOEoa /`lT7`ll C. _ „ K J I • q( _e.R CURB 1_- - int rril sma s xOnErwa.s Bem..s (sFe'°w.z°Ee+tP (( COR I IZ R. o r ru"u Fier — " ayx I o i5 a"s I OIL FRAME O. I ; SHED 2 SECTION DIAGRAM __ 1 n roxcn I�� I � �1'd — x rxx�,xwxx._eee°°r»E s. wxrrrEw° CpVD ***BENDS NOT PERMITTED ON TREATMENT UNIT wx° I`CpPOA7FB0 ° C=. " °ZrIl OUR` INLET LINE(S) ON NEW CONSTRUCTION*** 4A' orwewe. ae e mrone, � a J• ff R.la a�xE e;E�rt w ow...... v , wree u w ��x wexa�x°x w l t w"rE°Ex�°xrERE° MT— Tl I F • eae a 1,, CE P m o o*"��_^°" J _ FUJICLEAN I/A OWTS I'llr w o .,e I nmBwnu o I J EL5.1' _ 0.ET SUFFOLK COUNT/DEPARTMcrdr OF HEALTH SERVICES .wrx n•eaesssmx xevw ewa. ueewmwe° �I , TOP OF BAI'(K" FEENO PERMIT FOR APPROVAL OF CONSTRUC7tow FOR A xuswe°rnas,we°une TOPOFBANKI3E EY.CAA/ATION INSPFCTION REQUIRED SINGLE FAMILY RESIDENCE ONLY eerrom °xor x c MHwM 1L4,TOP OF BANK I'MJ I MH`HN'\`Gpoo FOR SANITARY ..SYSTEM I MHWM ATW DATE 713112022 H.S.P".N R-22-1264 ° I \ BY HEALTH DEPARTMENT A.PPRDVEo_,- —— v°e.w:exrorsxewrsersus "cySsS aeexxorowexx I 1 FOR ft1IAXIMUM OFT 4 ___BEDKODMS EXPIRES THREE YEARS-ROM DATE OF APPROVAL 1°M I.C1 Desi Professional's Certification Required. '11ooa Abandonment of the existing sanitary system must be in g" a eexsnuso.rteve,xueowecrw.,vmm ELe.B�2e __ - Submit P.E.or R.A.Certification For roxw«weauewe xcx,w•uemuu vREBAR Per, conformance with the Department's requirements. `01wY,uln.�w:eo:u rusVOml L=Ml� SWELL YS°ok;`� gTa•"5'e ThelnstallatioIt and Construction ofthe Sewage Disposal System Submit completed form WWM-080 as proof EIBB A =STAKE Use Form WWM-073 iwwn°wm, ren =TEST HOLE BULKHEAD .o4u 1 / `.1.r I: IrvwvaWo ark Almn.aovo Onsde een,nxn xw rrerwwvr rmrenavrw.w,ee. •PIPE y�F>>` CZ.I Wastsveter T""_"Syetem u a MONUMENT VEEATTACHMENTS) studio a/b architects rchitects eee =umrrr POLE 1.T1se x,. 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W Z O:. � rt B3 9 .. 1� , S F V. b " "{' wetw°' "� •,' - (`� „"'":« COUNTY OF SUFFOLK 0N nonce o ..�__ •,"—J11N0"—_ L/ �" — s,w '�I✓I� � I.al Props x lax Servrer elRency v A ,rx sax W nrtax+ M ' , yr Or 901rT«oLo 078 a _- u use ^•^ • elr D p m S .art coat F OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: September 9, 2022 Re: LWRP Coastal Consistency Review for ROBERTS PREMIER DEVELOPMENT, LLC SCTM# 1000-78-2-27 ROBERTS PREMIER DEVELOPMENT, LLC requests a Wetland Permit to construct a proposed two-story dwelling with 2,730sq.ft, of living space; a 808sq,ft. attached garage; a 288sq.ft.. front covered entry; a 2,30sq.ft. rear covered entry; install a Fuji cen-8 I/A sanitary system landward of dwelling; install a driveway- install three (3) drywells to contain roof runoff„ and to install and perpetually maintain a 10' wide non-turf buffer along the landward edge of the tidal wetlands. Located: 910 Glenn Road, Southold. SCTM# 1000-78-2-27 The proposed action has been reviewed to Chapter 288, Waterfront Consistency Review of the Town of Southold Town Cone and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to,this department,, as well as the records available to me, it is my recommendation that the proposal is CONSISTENT with LWRP Policies and with the LWRP. Provided the following is considered to protect the function and values of the wetland system: Pursuant to Chapter 288, 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 F044, John G. Stein,Chairperson " Town Hall,53095 Main Rd. Lauren Standish, Secretary "2 P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., September 7, 2022 the following recommendation was made: Moved by Inga Van Eysden, seconded by John Stein, it was RESOLVED to SUPPORT the application of ROBERTS PREMIER DEVELOPMENT LLC to construct a single-family dwelling. Located: 910 Glenn Rd., Southold. SCTM#78-2-27 Inspected by: Inga Van Eysden Vote of Council: Ayes: All Motion Carried SOUTHOLD TOWEN BOARD OF TRUSTEES PROJECT DESCRIPTION FOR 910 GLENN RD (SCTM# 1000-78-02-27) We are proposing to construct a single-family dwelling that consists of 2730 sq.ft. of living space 505 sq ft of attached garage,. 480 sq.ft. of covered porches — F-oaf ' 4(02. 57 ' Also proposing to install a Fuji cen 5- I/A sanitary system on front side of property There will also be 3 drywells installed for rainwater containment. Other items being proposed is a 10' non-turf buffer along the tidal wetlands on rear properly. p ECEIVE JUL 2 8 2022 Southold Town Board of Trustees Glenn Goldsmith,PresidentSQ �5 Town Hall Annex a A.Nicholas Krupski,Vice President 54375 Route 25P.O.Box 1179 Eric Sepenoski { Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples �Ol�� �ao Fax(631) 765-6641 UM BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Onl Coastal Erosion Permit Application p ECEIVE Wetland Permit Application Administrative Permit JUL 2 7 2022 Amendment/Transfer/Extension X Received Application: 7.27.22 —VReceived Fee: $ 2SO,A0 southoidroum. =Completed Application: 7-Z •2Z Board otTru stees- Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: --VIC-oordination:(date sent): WRP Consistency Assessment Form Sent: �ALO-Kal AC Referral Sent: l2-C)^ v"Date of Inspection: 7� Receipt of CAC Report: Technical Review: Public Hearing Held: _ •1 •27r Resolution: Owner(s) Legal Name of Property (as shown on Deed): Roberts Premier development LLC Mailing Address: 3 Sandie Lane Manorville NY 11949 Phone Number: 631-905-4789 Suffolk County Tax Map Number: 1000 - 78-2-27 Property Location: 910 Glenn Rd Southold NY 11971 679.68 South of Main Bayview rd (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): Mailing Address: Phone Number: Email: c a�dl v q j</d'd-- Board of Trustees App` ration GENERAL DATA Land Area(in square feet): 30,000 sq ft Area Zoning: R-40 Previous use ofrope�'� Vacant land p . Intended use of property: Construct a single family dwelling Covenants and Restrictions on property? Yes X No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? X Yes _ No If"Yes", be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes X No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? Yes X No Does the structure (s) on property have a valid Certificate of Occupancy? Yes NA No Prior permits/approvals for site improvements,: Agency Date Board of trustees dock approval (Permit#5473) Dec 212001 Single Family dwelling (Permit#5359) June 26, 2001 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: Project Description(use attachments if necessary): Construct a single family dwelling on the above referenced property Board of Trustees Apr.,"-- ' --ation WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Construct a single family dwelling at the above reference at the R-40 zoning location Area of wetlands on lot: 8900 square feet Percent coverage of lot: 29 % Closest distance between nearest existing structure and upland edge of wetlands: NA feet Closest distance between nearest proposed structure and upland edge of wetlands: 122'3 feet Does the project involve excavation or filling? No X Yes If yes, how much material will be excavated? 200 cubic yards How much material will be filled? 0 cubic yards Depth of which material will be removed or deposited: 6 feet Proposed slope throughout the area of operations: Manner in which material will be removed or deposited: All excess fill to be removed via trucking 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): NA Board of Trustees App;- -':�ation COASTAL EROSION APPLICATION DATA Purposes of proposed activity:_ Construct a single family Dwelling 3oto& S,�i�i TJX✓ �r��� /'vJl SCA/ .LA 9,zj 74W! /7,fr,d An-4 Al Are wetlands present within 100 feet of the proposed activity? X No Yes Does the project involve excavation or filling? _ No X Yes If Yes, how much material will be excavated? 200 (cubic yards) How much material will be filled? 0 (cubic yards) Manner in which material will be removed or deposited: All excess fill will be removed via trucking Describe the nature and extent of the environmental impacts to the subject property or neighboring properties reasonably anticipated resulting from implementation of the project as proposed, including erosion increase or adverse effects on natural protective features. (Use attachments if necessary) NA No impact on neighboring properties l � 617.24 Appendix B Short Environmental Assessment Form in's#ructions:�'cra-Comlileti>la� Part l -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: Glenn Rd Project Location(describe,and attach a location map): 910 Glenn Rd Southold NY 11971 Brief Description of Proposed Action: Construct a single family dwelling Name ofAp licant.or Sponsor: Telephone--631-905-4789 Roberts Premier development LLC, David Roberts manage E-Mail: David@djcustomhomes.com Address: 3 Sandie Lane City/PO: State: Zi Code: Manorville NY 11�49 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,list agency(s)name and permit or approval: Southold Town Building And Department of energy and conservation ❑ n 3.a.Total acreage of the site of the proposed action? acres b.Total acreage to be physically disturbed? ?. acres c.Total acreage(project site and any contiguous properties)owned 75 or controlled by the applicant or project sponsor? acres 4. Check all land uses that occur on,adjoining and-near the proposed action. ❑Urban El Rural(non-agriculture) [—]Industrial ❑Commercial ENResidential(suburban) El Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ® ❑ b.Consistent with the adopted comprehensive plan? ❑ ❑X ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ ❑ 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: Q 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ a 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? NLLOJJ YES If No,describe method forproviding wastewater treatment: ❑ A New I/A system will be mstallea using Fuji Cen 5 system 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? � F]b.Is the proposed action located in an archeological sensitive area? ❑ Q 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? a ❑ b.Would the proposed action physically alter,or encroach into;any existing wetland or waterbody? El If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban ®Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats, listed NO YES by the State or Federal government as threatened or endangered? 16.Is the project site located in the 100 year flood plain? NO YES X 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? ®NO YES ❑' 0 b.Will storm-water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly-describe: ❑NO AYES Drywell's to be installed on site 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:_ n L� 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: _ x Q I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: David Roberts Date: Signature Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of thefollowing questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or ❑ affect existing infrastructure for mass transit, biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ l _reasonably available energyconservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? t� Q 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 0, ❑ 11. Will the proposed action create a hazard to environmental resources or human health? O Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail, identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 Board of Trustees App ration AFFIDAVIT BEING DULY SWORN DEPOSES AND AFFIRMS HAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF, AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES, INCLUDING THE CONSERVATION ADVISORY COUNCIL, TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. ignature of Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS DAY OF ::S-u 1�j , 20 6"`;L- SUSAN DOEINCK Notary Public-State of New York NO.01D06292472 Notary Public Qualified in Suffolk County My Commission Expires Nov 4, 2025 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code,ofEthics•nrohibits aonflicts:of interest on thWrt of town officer's and aingloyees:Tlie purpose of this form into prdvidc iriforination which can alert-the town of.possible conflicts:of interest and allow-it to iake whatever action is necess' to avoid same. YOUR NAME: Roberts Premier Development LLC,David Roberts Manager (Last name,first name,igaiddle 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 X Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other',name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,Marriage,or business interest."Business interest'means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agerit/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 14 ayW Ju1y —20Z2 Signature Print Name Form TS I Board of Trustees Appl, tion PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION J\T A TIAU f" NAME: ?� a -ak Please- 50 (� S'�5d C`S V rJ order � 9� � Ley�.l }arc �„aP�Jvfi.b ers o,-6o ve- STATE OF NEW YORK COUNTY OF SUFFOLK , residing at , being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of , 20 Notary Public Glenn Goldsmith,President �� Town Hall Annex A.Nicholas Krupski,Vice President o l/yL 54375 Route 25 Eric Sepenoski o x P.O.Box 1179 Liz Gillooly p � Southold,NY 11971 Elizabeth Peeples ,,,0 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 ROBERTS PREMIER DEVELOPMENT, LLC COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING residing at/dba 3 S-MA NX-, l >� being duly sworn, depose d say: That on the day of SQ��Qoi5cr ak, 202. -, I personally posted the property known as 0 Say q(t S1. lm 000 oZ Q-7 by placing the Board of Trustees official noticing poker where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday, September 14, 2022. Dated: $,worn to bef re me this kjT^day of 0, 20 aE � &10 r DENNIS G STRITTMAT-i ER o ary u is- tate of h!e.v York Notary Public NO.01ST6137?51 Qualified in Suffolk County 'fes My Commission Expires May 12, 2022 Board of Trustees Application PROOF OF 1MAILING OF NOTICE ATTACK CERTIFIED 1MAIL RECEIPTS APPLICATION NAME & SCTM#' , 1, 2= ,��-s � ' 'S cT M r�r,� �P r L�,�,plm c n k - 1 h b n 2'7 NAME. ADDRESS: cinOk 3s Glia�� e I c1 12 a� . rljr'0nx0' Garc ie,-L f n LA 5 I-1 err;S0 v� C)►i wL -e-�-er er✓1 G'` �iY�GI� K�G�G1re�Jo'"` - I r� `� �� ����� N J b� Q �' STATE OF NEW YORK COUNTY OF SUFFOLK 'Ca V'i n� it�-s residing at -1 c n n Y v i 1l 2 '-4 1 i Ll , being duly sworn, deposes and says that on theday of_ � Y , 20 '.)0, 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 C.0,,-1-�r �r;c -9 S 1 I q TA-,that said Notices were mailed to each.of said persons by CERTIFIEID MAIL/RETURN RECEIPT. 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Total Postage and Feel�s $•t.6il_I 'nj Sent To mer . -� - I Sliest C d Apt.A((o7 r PO Box No. "'' City ata ,Z/ 4®IMS s C- —------ �-`------------------------ PS Form :00 April 2015Or rr0• j i- .� ►�.c A r -n. Roberts Premier Development,LLC 910 Glenn Road,Southold ISCTM#: 1000-78-2-27 ~ r .04 f� 4 + !ems TT c ass ��.r � � f �+ � K •��ti" - r ,, � �, � O 'f •LCL_ � - ' d � !iCe'wAk ' / ► eA ` ` lee, J � I�`L• kv` • e ' �rA A � i �7 .,•� �•` l � a � �` �. .l.• '�,.s� .• � vok ti � 4 '� •,''� � t "1 �,� r•+rr 1 i �" yet,. i.:;i 71 5' \� f*v � -+;� t -. 14 it _� � •... . . 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Ul� HtAvill*JC3 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: ROBERTS PREMIER DEVELOPMENT, LLC t SUBJECT OF PUBLIC HEARING: For a Wetland Permit to construct a proposed two-story dwelling with 2,730sq.ft. of living space; a 505sq.ft. attached garage; a 268sq.ft. front covered entry; a 230sq.ft. rear covered entry; install a Fuji cen-5 I/A sanitary system landward of dwelling; install a driveway; install three (3) drywells to contain roof runoff; and to install and perpetually maintain a 10' wide non-turf buffer along the landward edge of the tidal wetlands. Located: 910 Glenn Road, Southold. SCTI\01# 1000-78-2-27 TIME & DATE OF PUBLIC HEARING: Wednesday, September 14, 2022 — 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 i i 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 actio, will be evaluated. as to its si cant beneficiatandadverse effects upon,the-coastal area(which incl'udes.alt ofSouthold 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 haw. Thus.,each answer must be;eznlaihW is detail,,listiQ both suftorting and nom- suRokoug-faets: If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 78 2 = 27 PROJECT NAME Glenn Rd 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 ❑t construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit, approval,license,certification: 0; Nature and extent of action: Construct a single family dwelling g . j Location of action: 910 Glenn Rd Southold NY 11971 Site acreage: •75 Present land use: Vacant land Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: a Name of a licant Roberts Premier Development LLC, David Roberts Manager O PP- - � - (b) Mailing address: 3 Sandie Lane Manorville NY 11949 (c) Telephone number: Area Code( )' 631-905-4789 (d) Application number,if any: A A-1: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes Fxl. No,❑ If yes,which state or federal agency..?' Department of energy and conservation 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 LMW Section III—Policies Pages 3 through 6 for evaluation criteria 0 Yes .U. No ❑ Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria 0, Yes ❑: No ❑ Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages S through 16 for evaluation criteria aX Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of,Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria 0 Yes ❑ No ❑Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages,22 through 32 for evaluation criteria. 0 ❑: 0_ � 1 Yes No Aot Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes [:]No [_] Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. X❑'Yes ❑ No ❑ Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. 0 Yet] No❑ Not Applicable Attach additional sheets if necessary WORKING COAST Pu ICIES '1 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. Q Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. 0 Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. 0.Yes ❑ No❑ Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No ❑ Not Applicable PREPARED BY David Roberts TITLE Owner DATE /14/2022