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HomeMy WebLinkAboutTR-10459 Glenn Goldsmith,President ®t S®U j Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ® �® P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly cps Telephone(631) 765-1892 Elizabeth Peeples a� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 15, 2024 James Walker Inter-Science PO Box 1201 Southampton, NY 11969 RE: MIMN HOLDING, LLC, c/o NICHOLAS NOITIAS 450 PARADISE POINT ROAD, SOUTHOLD SCTM#: 1000-93-1-3 Dear Mr. Walker: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, February 14, 2024: RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#10459 to construct a 4,710sq.ft. two-story dwelling in lieu of the originally proposed 5,144 sq. ft. two-story dwelling; construct a 910 sq. ft. pool in lieu of the originally proposed 960 sq. ft. pool; construct a 2,750 sq. ft. covered and open terrace in lieu of the originally proposed 2,907 sq. ft. covered and open terrace; construct a 460 sq. ft. entry and mudroom terraces instead of the 8'x11' north patio entrance with steps to the ground; and as depicted on the site plan prepared by Bruce Nagel & Partners Architects, received on January 15, 2024, and stamped approved on February 14, 2024. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, Glenn Goldsmith, President Board of Trustees INFCRMAT[M No DATE oESORFMN 21 DE IGNflEYIEW 3 AL IC aME ENERv�J0E ES,.E AUL]a iTH,H'NRPL REVIEW RMINU SE ' PPMING SET L'Po0."E �]_^± FEVISIONt k55UE FUfl CONSTR,CTaN RULLETA' _ • -TN IMPORTANT NOTE: The A,,hRed of Fecartl has not Eeen rlt— v for unrrvdlon W ntrad Atlministration,antl does mt take responsibility far interpreting the intent of Me canstrvdion documents,Imloc,ng making moCdicatrons as maybe necessary during the mnstrudion phase;unEmumented code violations,antl that the Archftd of Record is m bogs,I,able for the woh where r changes to these Comments have been mad, _ FI< F CAPVRbiHT 6:2023 TR V xl w..'gRI EN Na'S. Nc r..NE< I AUDIO VIDEO CONSULTANT; Q a Energy&RESanxk Consultant f.LMr a eag- F , ENVIRONMENTAL CONSULTANT Iyf 7 e pq SURYEN'OR Q �k 1crf g - - g ______ �..Z.— __ •_-- LIGHTING DESIGNER ` ty 1! � A _ SEPTIC ENGINEER r -41 S TRUCTURAL ENGINEER ftw� rt INTERIOR DESIGNER Eq __ PROIECT PARTNER PROPOSED AREA CALCULATIONS SITE PLAN NpTTp THE ENTIRE BOOR PLAN HAS BEEN MODIFIED TO R EDUCE SQUARE FOOTAGE AS SHOWN ON THE BASEMENT CHART ON PAGE A000.ALL DIMENSIONS HAVE P c AR NI ECT BEEN MODIFIED TO REFLECT THE CHANGES.AND FINISHED AREA 2,276 SF ALL E ALL ENCLOSED AREAS ARE INCLUDED IN THE NA STORAGE 420 SF GROSS FLOOR AREA CALCULATIONS. QMECHANICAL 410 SFU TERRACE 420 SF ov H•u E a<,ke,.Partners Arcn,e_ FIRST FLOOR FINISHED AREA(INCLUDING GARAGE AND PORCH) 4,710 SF ENTRY AND MUD ROOM TERRACES 460 SF COVERREAR ERRARE 300SF NOTIAS HOUSE REAR TERRACE 2,300 SF D Lam, i�J, L[ ,IJ POOL 910 SF 450 Paradise Point Road Southold,New York JA N 1 5 2024 SECOND FLOOR �I SITE PLAN SECOND FLOOR(2-STORY STAIR HALL COUNTED) 2,895 SF SECOND FLOOR TERRACE 1,250 SF Sootho!d Town TOTAL FIRST AND SECOND FLOOR AREA: 7,605SF Board of Trustees A0 01 2016 � i _ i o TE o�c Tlcx s ILI. Er ae.IkTv aEvmfro2 I ssnov sa stir.-Enn: IMPORTANT NOTE: I 4 i s T The Architett al Rewtd has not Oven retnrted Cot A t .a d }or Conrtruction n rott tlmn stra ton n doesnet The llsp bd'rylorntery Wcm hg Intent of theromtrvttbn documents,tnclud ng I 1 making—0—uons as may Ise netxssary tluring the mnsttuction Phase,untlocumentetl — ----- -- — .-- — I code violations,aM that the Archi—of - ------ — __ - 1 Rerord is ne longer lurk for the work where BUIIDMG SETBACK —-' t 1 changes to these decuments have teen made I 1 ❑❑❑C o _ ❑ C ❑ ❑ U I + I , - Ic ENTRY -- -------------1 - Fras� I ATTACHED Lj GAPAGE 1. E023n E `n THE ENTIRE FLOOR PLAN HAS BEEN MODIFIED TO i I I I ' REDUCE SQUARE FOOTAGE AS SHOWN ON THE 1 I 1 10'J',� tntT LL 8 CHART ONPAGE AOREFLL OWNSIONSCTTHE CHANGES HAVE fm�tAOE AUDIO VIDEO CONSULTANT: BEEN ALL ENCLOSED LOS D AREAS REFLECT THECHANGER AtO I u-)LJ- GROSSLOORARARULATIOOEDMTXE I GROSS FLOOR AREA CALCULATIONS. I i1N-faAOE�—� t� A,. - - '', I — I L1J x.ta T Pof 25TORY HOUSE � POOL PATIO _ I -' I / Ener A,RESch-k ConsukaM I BY L aTle ® ® vl u.v I TOP OF PaTq I a I l0 E' A I MOTOR COURT TOPOP MTb Q'\ -gNISHm Fl00P t" 1 � FRasxE Pn I ENV1 ONME- TAL CONSULTANT LL A N T PATIO I tad FMl�AOEe\ SWM,tNG POOL SURVEYO ® cIC HTING DESIGNER II ®� SEPTIC ENGINEER LOWER PATIO t STRUCTURAL ENGINEER .. 1 fIMSx®6FaD� mll3 __BUILDING S —" \ INTERIOR DESIGNER ENLARGE —— — _ PROJECT PARTNER PROPOSED AREA CALCULATIONS 80NNW= i =' iIIIIIIIi e< BASEMENT - - - BNP/x FINISHED AREA 2,276 SF STORAGE 420 SF (� Bru<e Nagel.Parfne,c A,cmteou MECHANICAL 410 SF A P PROVED BY .. TERRACE 4203E BOARD OF 1-RUSTEES - FIRST FLOOR - TOWN OF SOUTHOLD ."� FINISHED AREA(INCLUDING GARAGE AND PORCH) 4,710 SF ENTRY AND MUD ROOM TERRACES 460 SF I �+ ''^^ I� �a NOTIAS HOUSE COVERED TERRACE 450 SF DATE F-e—b r00,- / L/ ��a� I� L REAR TERRACE 2,300 SF ! �` a5o Paradise Point Road Southold New Yorh POOL 910 SF JAN 1 5 2024 ENLARGED - SITE PLAN SECOND FLOOR ' SECOND FLOOR(2STORY STAIR HALL COUNTED) 2.895 SF ------ ------ So---- SECOND FLOOR TERRACE 1,250 SF -uthotd Town TOTAL FIRST AND SECOND FLOOR AREA: 7.605SF -Board ofTrusteE3 _ A002 2016 1/4" PER FOOT MIN. PITCH 1/8'PER FOOT MIN. MIN. 4" DIA. SANITARY PIPE PVC WASTE LINE SDR 35 SDR 35 WATER TIGHT FRAME&COVER 3P HOUSE CONCRETE COLLAR W/APPROVED LOCKING DEVICE z F.F. £L. 14.0' TO WEIGH 60 LBS.MIN,OR 20" D-BOX W/ STOPPER END PLUG SECONDARY SAFETY LOCKING COVER UDS/DEVICES TO BE PROVIDED AND SECONDARY / #a/4 W4'( SAFETY COVER A 03S I.E. 12.0' AT GRADE 11.0' EL. 10.0' O i'MIN. 6'THICK CONCRETE N F 4"57R PIPEI --------- _��e 2'MAX COVER CLEAN CUT 10.2' LE 10,1 a9' I E E O . \ FLOW e.7' 4.0' I.E. iCtGyS 1�t :?::: :i:;-;?<.: I W OO \\ S6 LINE 8.5' ��S S pw ^� \ O F HYDRC�ACTICN [81 LEACHING POOLS(4'DEEP)'- J. ,� ,wao ` MI7100 [41 EXPANSION POOL (4'DEEP) O / \ \ GROUND WATER V HEGW 1.5' BACKFILL MATERIAL TO BE CLEAN SAND k GRAVEL EXCAVATE ALL UNSUITABLE SOILS GALLEY DETAIL HYDROACTION AN1 '100 /Iz \ SANITARY SEPTIC SYSTEM PROFILE J Q / ° •ry \\ OSe 4ppR N.T.S. Q / °� •ham Ah �O w co QRq'N OFF��� � Moc Or for yoU eF 4r/ Q / / �oP�� \ \ \ \ <INk FFNCF %9 WM�rle e DRAINAGE CALCULATIONS: ocor/Moor/ REQUIRED:` HOUSE = 4763 S.F. \ ' 4763 x 1.00 x 0.17 = 796 C.F. \ 796/68.42 = 12 V.F. USE: \ 1 4/4f/r ` ' ,./ (4)10'0x4' DEEP POOLS = 12 V.F. \ \ �RFOONo OgRU/G (3S0FOSS�Re NCFI&NC - CG�L�.,.''�`I�4C�07. \ _ \ \ oo FF / -.'� TEST HOLE DATA ti�42 \Fk/\NC S,pJ NCF �Sq�ilq MCDONALD GEOSCIENCE �rFR ,py S�a.>. :.. J�r•.� /1/0 III DEC. 04, 2017 ST 1, 4G S_... L. . wT5 DARK BROWN%11 / 00 O�O`'`�� LOAM OL r OSriAIC S 0.5 --PFR \ `\ ( ry....... •^.^•\\....'asa. O TFSr / �� / S�OBRN BFS RNOONF SYSr CLAYEOYWSAND SC °RAIN<INK FeNCF \\\ OR�w \\\ \ 1 DWI I \\ i CoJ/ `\� 1 Dw/ //RFMFNrSFM PALE BROWN SP FINE TO MEDIUM SAND / Q ���u ---- .....,, \ ' ��� EL=0.4 9.8 � � 662 �0 20 \ r�,�e OJT ,\/l 1� I, ✓�, 30 82�1'I WATER IN l Q ` //G 4 p y 9 g.. ... c. 00 n0�/ ! 4�\ /� /� O��O�o`r' i l // i�4�; 0���`I' PAFNELE TO Sp R4i OW1 i l y ��� ,' Q Or f 0 : OO� .:! /1��/pFOR i J ` i MEDIUM SAND 04 Or w/ cz'�..m 4...� �� Doi S g/a der ._ �� 4,....., p� '•, ,F I CFQ (°Weil en 4p� oEN Q h............_ y� ,, 3 USOn S �l/�/ r 9 2°4 '' _ 1459, n.o ng V wXpUblic den i�ep za 8' /l _' �D _P I t� \ (�l O Ci W04 / o _ water z A cy R 3N N °Nq,N F1\� : 73,,//nn b ro h / / ! o w / 2 FR FF <Iry \ c...... �U s Off.'• /I •/ o c 1 J 4 -__. 1 Q w �... a I �. 4 O'lO SHFO ssN \ / b,I \ �Q<': l i 4, 2W , rnJ JAN. 11, 2024 AMEND PROP. STRUCTURES /6+5� #27 43 -ry \ \ �Q .. 4 i/ ti l O m II }p co SEPT. 05, 2023 SET STAKES I o AUG. 01, 2023 AMENDED PROP. STRUCTURES i ....,�._.._ lit N ____.._.....r.'.��—.�--„ '_. •....:\ ..,>';' S C9 I— _ 3 l I Q r O MAY 25, 2023 AMENDED PROP. STRUCTURES I, ,1i• w/ a c fkj n \ /......................... 2 i 'I i i _. sNE o �l / ArN ro R Ir ti� N r7 c>m z JAN. 23, 2023 IND. PROP. STRUCTURES " F o ,o aN F�Iy,N (U o Ins OCT. 03, 2018 AMENDED LABEL N Q i 1 0�eo I l J 2 r 0 ; SEPT. 18, 2018 IND. LOT COVERAGE r ' FRq aN '' ^/ /�t<� vP I w W 2° AUG. 22, 2018 IND. BUFFER JAN 1 5 2024 ti syFOF /_°J b , / m 0 J W AUG. 14, 2018 S.C.D.H.S. AMENDMENTS Survey for. OGSF piF 0 MAY 17, 2018 AMEND LABEL y F -- - APPROVED BY R C APR. 25, 2018 AMENDED PROP. SANITARY ;, DEC. 05, 2017 IND. PROP. STRUCTURES NICK NO TIA S "' ' '� / } 0J DATE: NOV. 11, 2017 _._--- _____._ BOARD OF TPUSTEES 0111 2 m I 3 JOB NO: 2017-587 At Re I �y Bayview LOT COVERAGE: TOWN OF SOUTHOLD CERTIFIED TO: ,.: `"., �O�I'/ ^�010 EXISTING: H p NICK NOTIAS }',.1':, Town of HOUSE = 1259 S.F. DAT Fi-b� ,r �y, okay eot�err f ,3 2 co Southold GARAGE = 526 S.F. (owe/ III R for �4, o A . `.. 9 O / (n wo ,? Suffolk County, New York PORCHES = 469 S.F. / w'p46/;c `�o/, �' I ` (� wawa°° >•;, PATIO = 1002 S.F. S.C.T.M.: 1000-093.00-01.00-003.000 SHOWER = 17 S.F. 4 TOTAL = 3273 S.F. OR 3.0% -- --- 4 D 1 41D PROPOSED: ` SCALE:1"=40' HOUSE = 4763 S.F. POOL & SPA = 794 S.F. ` TERRACES = 3157 S.F. DAVID H. FOX, L.S. P.C. N.Y.S.L.S. #50234 NOTES: TOTAL = 8714 S.F. OR 7.9% FOX LAND SURVEYING 64 SUNSET AVENUE 1. AREA = 109,558 S.F. 4cCR */ WESTHAMPTON BEACH, N.Y. 11978 PROPOSED LOT COVERAGE WITHIN 300' C1 MgrF ( ) 2. ■ = MONUMENT FOUND, O = SPIKE FOUND. OF WETLAND BOUNDARY(46,649 S.F,) oqM�of 631 288-0022 3. REFERENCE DEED L. 11896 CP 836 PROPOSED: h uiF UNAUTHORIZED ALTERATION OR ADDITION To THIS SURVEY 4. ELEVATIONS SHOWN HEREON ARE REFERENCED IS A VIOLATION OFSECTION 7209 OF THE NEW YORK STATE HOUSE = 4763 S.F. EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING TO N.A.V. DATUM (1988). POOL & SPA = 794 S.F. THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 5. ZONING USE DISTRICT = R-80 TERRACE = 3157 S.F. CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE 6. FLOOD ZONE BOUNDARIES SHOWN ARE FROM FIRM PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS TOTAL = 8714 S.F. OR 18.7% BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON . AND TO THE PANEL N0.36103C0167 H LAST DATED SEPT. 25, 2009. RAIGNEES OF CERTIFICATIONS RE NOT TRA SFERABLE TO ADDITIONALINSTITUTIONS 7. THERE IS NO GAS ON PROPERTY. OR SUBSEQUENT OWNERS. DWG: 2017-587 ( Maim Diane From: interscience@optonline.net Sent: Wednesday,January 17, 2024 11:20 AM To: DiSalvo, Diane Cc: nick@neptunemechanical.com Subject: 450 Paradise Point Road Diane, Per your January 12, 2024 e-mail, this is a request to amend the permit for the following: 1. To construct a 4,710 sq.ft.two story dwelling in lieu of the originally proposed 5,144 sq.ft.two-story dwelling. 2. To construct a 910 sq.ft. pool in lieu of the originally proposed 960 sq.ft. pool. 3. To construct a 2,750 sq.ft. covered a.nd open terrace in lieu of the originally proposed 2,907 sq.ft.covered and open terrace. 4. To construct a 460 sq.ft. entry and mudroom terraces instead of the 8'x11' north patio entrance with steps to the ground. Everything else is the same. Please let me know if you need anything further. Thank you for all of your assistance to date. James L.Walker, Principal Planner INTER-SCIENCE RESEARCH ASSOCIATES, INC. i Providing Environmental Planning,Design&Regulatory Permitting Services PO Box 1201•36 Nugent Street Southampton,NY 11969-1201 P:(631)283-5958•F:(631)283-5974 Confidential E-mail: Please alert sender and delete e-mail if you are not the intended recipient. ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 INTEI,SCIENCE RESEARCH ASSOCIATES, INC. ENVIRONMENTAL PLANNING & DEVELOPMENT CONSULTANTS RICHARD ERIK WARREN,AICP President January 12, 2024 U 0 U Glenn Goldsmith, President ,+ t $ 2o24 Board of Town Trustees Town of Southold Town Hall Annex Southold 'Town 54375 Route 25, P.O. Box 1179 Board of Trustees Southold,New York 11971 Re: MIMN Holding's,LLC 450 Paradise Point Road Dear Mr. Goldsmith: Enclosed please find modification request fee - $100.00 payable to Town of Southold. The following permit modification to Permit 10459 is requested: Wetland Permit to demolish existing 1,259 sq. ft. two-story dwelling with 526 sq. ft. garage, 469 sq. ft. porch, 1,002 sq. ft. patio, 17 sq. ft. shower, and all other accessory structures; construct a 4,710 sq. ft.two-story dwelling; construct a 910 sq. ft.pool on seaward side of dwelling' construct a 2,750 sq. ft. of covered terrace and open terrace between dwelling and pool, and courtyard area for basement egress on southerly side of dwelling; a 460 sq. ft. entry and mudroom terraces; abandon existing sanitary system and install a new I/A OWTS sanitary system; and install a system of gutters and leaders to drywells to contain roof runoff; provide a drywell for pool; install pool equipment, a/c unit and generator areas; establish and perpetually maintain a 10 ` wide Non-Turf Buffer area landward of the"Zone X" line, and that the areas seaward of the"Zone X"line be established and perpetually maintained as a Non-Disturbance Buffer area with 4 ` wide access path through the Non-Turf and Non-Disturbance Buffer areas; with a condition of a 2 to 1 tree replacement using 2 %"caliper size native hardwood trees; and as depicted on the revised site plan prepared by Inter-Science Research Associates, Inc., dated September 14, 2023, and stamped approved on September 18, 2023. All changes are shown on architectural site plans enclosed with this submission. Please note that the proposed area calculations are shown on the architectural site plans. Finally, four(4) revised surveys are enclosed with this submission. i POST OFFICE BOX 1201 • 36 NUGENT STREET • SOUTHAMPTON, NEW YORK 1 1 969-1 20 1 • 631-283-5958 • FAX:631-283-5974 i D RE E � V E J A N 1 5 2024 -i-I Southold Town Board of Trustees PP" Should you have any questions regarding this correspondence or the property in general, please do not hesitate to contact this office. Thank you for your prompt attention to this matter. 4IResctfully submitted, JTn es L. Walker Pcipal Planner JLW: jlw Enclosures Copy: Nick Notias TOSHLETTER01032024.wpd INTER,-5CIENCE Glenn 6i idsmith,President ��o��SpFFU(�lvGy Town Hall Annex A.Nicholas Krupski,Vice President �, 54375 Route 25 Eric Sepenoski ,x P.O.Box 1179 Liz Gillooly �y • o�� Southold,NY 11971 Elizabeth Peeples l �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time:Jom�ar r 30,1p?- Completed infield by: Qlzabe7V\n Pec'p�e3 Inter-Science Research Associates, Inc., on behalf of MIMN HOLDING, LLC c/o NICHOLAS NOTIAS requests an Administrative Amendment to Wetland Permit#10459. to construct a 4,710sq.ft. two-story dwelling in lieu of the originally proposed 5,144 sq. ft. two-story dwelling; construct a 910 sq. ft, pool in lieu of the originally proposed 960 sq. ft. pool; construct a 2,750 sq. ft. covered and open terrace in lieu of the originally proposed 2,907 sq. ft. covered and open terrace; construct a 460 sq. ft. entry and mudroom terraces instead of the 8'x11' north patio entrance with steps to the ground. Located: 450 Paradise Point Road, Southold. 'SCTM#: 1000-93-1-3 ti Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: ✓Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: S-4Ymoh4orwa -8 "r aveta fav AmrndwvKai -h nearmii -A ao413` Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly v�' E. Peeples 111111101111111111 IN 111111111111111111111 IN SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 01/02/2024 Number of Pages: 9 At: 03:10:20 PM Receipt Number : 24-0000273 LIBER: D00013231 PAGE: 085 District: Section: Block: Lot: 1000 093.00 01.00 003.000 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt ' Exempt. Page/Filing $45.00 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 $0.00 NO RPT $200.00 NO Fees Paid $285.00 THIS PAGE IS, A PART OF THE INSTRUMENT THIS IS NOT A BILL VINCENT PULEO County Clerk, Suffolk County l i 1,2 Number of pages E-,,: -J F This document will be public record. Please remove all Social Security Numbers prior to recording. Deed/Mortgage Instrument Deed Mortgage Tax Stamp Recording Filing Stamps I I _Tr_ - FEES Mortgage Amt. Page/Filing Fee (5 1.Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total Notation Spec./Assit. or EA-52 17(County) Sub Total-od Spec./Add. EA-5217(State) TOT.MTG.TAX Dual Town-Dual County iP.T.S.A. 11W co Held for Appointment Comm.of Ed. 5. 00 Transfer Tax ' Affidavit Mansion Tax The property covered by this mortgage is Certified Copy or will be improved by a one or two NYS Surcharge 15. 00 I'V­� family dwelling only. Sub Total2on, YES or NO Other Grand Total 'If NO,see appropriate tax clause on page# of this instrument. 5213627 10.00 09300 03.00 003000 5 Community Preservation Fund Real Property p T T Consideration Amount$ -' Tax Service (R C G RSA Agency CPF Tax Due $ Verification \04-0EC Improved Safisl leases List Property Owners MallingAddress 6 RECORD&RETURN TO: Vacant Land George E. Magriples, Esq. TD 21-71 Steinway Street Astoria,NY 11105 TO TID Mail to:,Vincent Puleo, Suffolk County Clerk 7 Title Company information 310 Center Drive, Riverhead, NY 11901 Co.Name K&G Abstract Inc. www.suffolkcountyny.gov/clerk Title#AR2444 8 Suffolk'County Recording & Endorsement Page This page forms part of the attached Declaration of Covenants made by: (SPECIFYTYPE OF INSTRUMENT) MIMN Holding LLC The premises herein is situated in SUFFOLK COUNTY, NEW YORK TO In the TOWN of Southold Board of Trustees of the Town of Southold In the VILLAGE or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. (over • I I ' DECLARA,r1ON OF COVENANTS THIS DECLARATION made this 3 f`)� day of November;2023 by MIMN Holding, LLC, c/o Nick Notias, residing at 31-15 Shore Road,Douglaston,New York 11363. hereinafter referred to as`•DECLARANT(S)": WHEREAS,DECLARANT(S)is/are the owner(s)of certain real property located on 450 Paradise Point Road,Bayview,Town of Southold,County of Suffolk,State of New York,described in Suffolk County Tax Map as District 1000,Section 93,Block 1,Lot 3,which is more particularly bounded and described as set forth in Schedule"A"annexed hereto,hereinafter referred to as the Property; WHEREAS,the Property is situated on lands within the jurisdiction of the Board of Trustees of the Town of Southold(hereinafter the`"trustees")pursuant to Chapter 275 of the Town Code of the Town of Southold or its successor,and various activities conducted upon the property may thus be subject to the regulation and approval orthe Trustees prior to being conducted; WHEREAS,the DECLARANT(S)therefore made application to the Trustees for a permit _ pursuant to the Wetlands Law of the Town of Southold to undertake certain regulated activities,and WHEREAS,as a condition of the granting of a Wetlands Permit to undertake such regulated activities,the Board of Town Trustees,Town of Southold,under letter and notice required that the Declarant(s)establish and perpetually maintain a 10 foot wide by 150 foot wide Non-Turf Buffer area"non-turf buffer"adjacent to and landward(northwest)of 132 foot wide by 150 foot wide Non- Disturbance Buffer area:and Shelter Island Sound Buffer;with a 4 foot wide access path through the Non-Turf and Non-Disturbance Buffer areas.See Schedule A metes and bounds description and additional Exhibit in addition to existing survey exhibit. 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 and agree as follows: 1) Upon the substantial completion of the aforementioned permitted activities there shall be established and perpetually maintained a 10 foot wide Non-Turf buffer area landward of the "Zone X" line, and the areas seaward of the "Zone X" line be established and perpetually maintained as a Non-Disturbance buffer area as depicted on revised site plan dated September 14,2023,and stamped approved September 18, 2023.See Exhibits"A"and"A-V attached;and 2) These covenants shall run with the land and shall be binding on the DECLARANT(S),his/her/their heirs,assigns,purchasers,or successor in interest and may only be modified after a public hearing and upon resolution of the Trustees. IN WITNESS WHERhOF,the owner(s)has/have duly executed this instrument this_5.Ef day of November,2023. -- Nick Notias �,oq STATE OF NEW YORK COUNTY OF Cyrsls: On the day oI•November,in the year 2023,before me the undersigned,a Notary Public in and for the said State,personally appeared NICK NOTIAS,personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose nanie(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed(he 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 individuals)acted,executed this instrument. ESTELA GLADYS LAM - Notary Public-State of New York otar ubl lc No.01LA6227570 Qualified in Bronx county My Commission Expires Aug 30,2026 STATF,OF NF.W YORK COUNTY OF QQF_EttS On the 3eD day or November,in the year 2023.before me the undersigned,a Notary Public in and for the said State,personally appeared GEORGF,f TF NOTIAS,personally known to me or proved to nie on the hasis of satisfactory evidence to be the individual(s)whose name(s) is/are subscribed to the within instrument and acknowledged to me that lie/she/they executed the same in his/her/their capacity,and that by his/her/their signaturc(s)on the instrument,(lie individual or the persons on behalf ofwhich the individual(s)acted,executed this instrument. ESTELA GLADYS LAM Notary Public-State of New York NOtar�Ubh No.01LA6227570 ' Qualified in Bronx county My commission Expires Aug 30,2026 r \ I I , r ram. f� SCHEDULE "A" ssumriU; p:)?'•5c12�P'C':t.�1V� Tiilc:Ntiimbe r: KGF=1,0sQ=S'': - I?olioy tuubca 27T0631- 587077 All':tihat:c'ertain;plot;�iiecc-t►r parcel col htidF,,i th t_he':b0ildi'iigS:t'n-d inprovements,'btieTeon erocicil, - { si�ua`te,Ty:ing and U.etno iii_hc.`J'own of Souflso1d;Count�;:of.Suffolk,.Stafc-of•Ne«'.`1!ork,,bounded � aird deseribcil;as.:foh'avds;, i i13EG]:Nh`a:NG at:a,pi6d on:Ch_e'-soCit(teasCerly'sidc o;f.Yaradisc;'Pci:nt.Roa,'d dis'lant 320.97:fcet, northeasterly',ifrom:the'co�nct;for,Cu:e 1.tiv:itie itifersecfion:of tt •soutfieasfer]y side-of.Paradise;P'.oint; + Road,avi,tfi;tlte:narth'east`ertysW_:of Ced'ar:Bca'ch•:Road;, RUNN7•NG TkiENCE a9ong^tilie`=sbu:theastcrly`�sid_e 6f.paTaiiIse, oin"t RiYad l�9r."th,;24_degrces:53 q( min.'utcs.20'segon8s Easf_184.fecf { I"HENCE South 65 deg'recs 1-6":minutes SO-se conds,Eastr_680-63 0t,; TUEINCK:: .ueth-D7'degree's 59.�xiinutes 23;seconds.W sf 7d.22;fr_"et;. THENCE'Sout6 01.degrees"4$niiuutes 554seconds,West SS':96 feet; TH,>1NCE'Nor.0(5,degrees,l5 nsiniites 30 seconds Wcst335:79 feet; TiMEkjt N'orah 7.0'degrees 07 runiuies'l'0 seconds'West 40154 feet>Lo"the_southeasterly side'ot: ,Paradise'P'ont',road;the-point or-Place of'BLGIIYN.ING: Ap --•t�" _ / : V •nT.R."T c Seliedulc A Page "0 2 1 ter/ ,r w .`E li l tyk l JJ11 EXHIBIT A N .v„.n..n�n v.n. � \ • r } I I Proposed Trees for Rc0lacemenl-20 Red Ma le Acer ru6iu� Trent-bLPl4 abn�- Ihedrneaop,7 erllpe.n unF .abr�...-w..c„a.n.,,.yn io•re e.xw,a.,i t-rep6o°oen trees tshm atrigho t-ber .d. Apr dby Bwd d T—T arSouthdd,ceab,w,wis. • _3as 1CSV[ ' 14 SHELTER ISLAND SOUND �, g .a.e.mmwrm.iwm.i,a. " w.. N IPCP rtrW - TQ13i' � �� e 5 NG;'15'NfW r4wsrav _ - - .vy. 31 r,)r .v.w<.•..vew..nw ' �unuawww.nn \��'O"n.w. I aveacrr—CEDAR BEACH ROAD CITJJbR��y,�••� L Nick Notias Proposed Tree.ReplacC•rnenlPlan t 2 Inter•Scimce w+.ann�odw..lac .F'✓y �Fr ~v� 1 y t jr EXHIBIT A.- I J � ` l , cs ki •: :,: .r /, ,, `,may__ ,/� ,��� cv � ; , e. yam-,.' � - ;•,. ._,;� e `r..� .:: �,• - =r _'"',a'.:'.xrW�+�.�r� .. a p� .. :. `.. �• _ �„ ram°'" ,t" •i.q�5 i �'� ri0 Cb OV 61.79' S01'38036"W S0753.62 TIC twe 511: . 2 s 2 "W By OF bs �OtHsoAR'Gil WA 4s.'MARK. ON fE A ZO 8��NCC j�C SH - No �'ov - No Glenn Goldsmith, President !Q 80(�� Town Hall Annex A. Nicholas Krupski, Vice President ,�® �� 54375 Route 25 Eric Sepenoski P.O. Box 1179 Liz Gillooly Southold, New York 11971 Elizabeth Peeples Telephone(631) 765-1892 ® �® 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 1 st day of construction '/2 constructed When project complete, call for compliance inspection; inn,�,; v-�yz ii AN, M��P"V�249 M,LI ffW_ BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 10459 DATE: SEPTEMBER 13,2023 ISSUED TO: MIMN HOLDING,LLC c/o NICHOLAS NOTL&S aL PROPERTY ADDRESS: 450 PARADISE POINT ROAD, SOUTHOLD SCTM# 1000-93-1-3 101 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 13. 2023, Kt and in consideration of application fee in the sum of$250.00 paid by Miran Holding, LLC and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: gRi Wetland Permit to demolish existing 1,259sq.ft.two-story dwelling with 526sq.ft. garage' 469s ft. porch, 1,002sq.ft patio, 17sq.ft.shower,and all other accessory structures; construct a 5,144sq.ft. two-story dwelling; construct a 960s ft.pool on seaward side of dwelling; construct a 2,907sq.ft. of covered terrace and open terrace between dwelling and pool,and courtyard area for basement egress on southerly side of dwelling; an±8'xl V north patio entrance with steps to ground; abandon existing sanitary system and install a new UA OWTS sanitary system; and install a system of gutters and leaders to drywells to contain roof runoff, provide a drywell for pool; install pool equipment,a/c unit and generator areas; establish and perpetually Al maintain a 10'wide Non-Turf Buffer area landward of the"Zone X"line,and that the areas seaward of the"Zone X"line be established and perpetually maintained as a Non-Disturbance Buffer area with a 4' wide access path through the Non-Turf and Non-Disturbance Buffer areas; with the condition of a 2 to I tree replacement using 2 V2"caliper size native hardwood IA ti' 8a• trees; and as depi cted on the revised site plan prepared by Inter-Science Associates, Inc., dated September 14,2023,and stamped approved on September 18,2023. 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. C* TERMS AND CONDITIONS The Permittee Mimn Holding LLC c/o Nicholas Notias residing at 450 Paradise Point 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 36 months, which is considered to be the estimated time required to complete the work involved,but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. . 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will.be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President rg ®�,� Town Hall Annex A. Nicholas Krupski,Vice President ��� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski 1�Q Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ® a® Fax(631) 765-6641 COUN BOARD OF TOWN TRUSTEES ' TOWN OF SOUTHOLD September 18, 2023 James L. Walker Inter-Science Research Associates, Inc. P.O. Box 1201 Southampton, NY 11969-1201 RE: MIMN HOLDING, LLC c/o NICHOLAS NOTIAS 450 PARADISE POINT ROAD, SOUTHOLD SCTM# 1000-93-1-3 Dear Mr. Walker: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, September 13, 2023 regarding the above matter: WHEREAS, Inter-Science Research Associates, Inc. on behalf of MIMN HOLDING, LLC c/o NICHOLAS NOTIAS 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 October 25, 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 recommended that the proposed application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policies 4.1 & 6.3 of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: the issuance of a permit for the structures and reviewing the wetland line; and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on September 13, 2023, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 2 WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees approve the application of MIMN HOLDING, LLC c/o NICHOLAS NOTIAS to demolish existing 1,259sq.ft. two-story dwelling with 526sq.ft. garage, 469sq.ft. porch, 1,002sq.ft patio, 17sq.ft. shower, and all other accessory structures; construct a 5,144sq.ft. two-story dwelling; construct a 960sq.ft. pool on seaward side of dwelling; construct a 2,907sq.ft. of covered terrace and open terrace between dwelling and pool, and courtyard area for basement egress on southerly side of dwelling; an ±8'x11' north patio entrance with steps to ground; abandon existing sanitary system and install a new I/A OWTS sanitary system; and install a system of gutters and leaders to drywells to contain roof runoff; provide a drywell for pool; install pool equipment, a/c unit and generator areas; establish and perpetually maintain a 10' wide Non-Turf Buffer area landward of the "Zone X" line, and that the areas seaward of the "Zone X" line be established and perpetually maintained as a Non-Disturbance Buffer area with a 4" wide access path through the Non-Turf and Non-Disturbance Buffer areas; with the condition of a 2 to 1 tree replacement using 2 Y2" caliper size native hardwood trees; and as depicted on the revised site plan prepared by Inter-Science Research Associates, Inc., dated September 14, 2023, and stamped approved on September 18, 2023. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, 'Anoldi h President, Board of Trustees GG/dd NOW OR FORMERLY: ' \ JOSEPH MACARI, JR., DIANE MACARI, APPROXIMATE \ & ANNE MARIE MACARI LOCATION OF (DWELLING W/PUBLIC WATER) FRAME HOUSE 1 I I Scale: 1" = 30' Proposed Trees for Replacement - 20 Red Maple (Acer rubrum ) M%mrm"1111111111 7-J/ Trees to be planted along the driveway, 2" caliper at planting, xisting Trees - Numbered 1 Through 10 - To Be Removed to replace ten trees (shown at right) to be removed. xistin Sanitary System To Be Abandoned g yy d Approved by Board of Trustees Town of Southold, October 09, 2018. Per SCDHS Requirements S 650 16' 5011 E I I I I I \ CHAIN LINK FENCE 662-821 ZONE AE zovr x (E .8) I FF LG LG LG LG00 i ` ST FE FE LG LG LG LG LG Doti' I N PROPOSED SANITA€?Y SYSTEM I _ W Z cA #10 0000 RE #6 I Cd W Z - O o Z � ` LIMIT OF CLEARING, GRADING Q O w / AND GROUND DISTURBANCE,& i Q cc; r' r POOL m ' w `\ -� WIRE BACKED SILT FENCE: TRE #9 t�# 7 TR #5 , E #3,'' � I N f� d' w ` 35,000 Sq. Ft. r� I Dr � F .—.� W Q Z CL r D W _j, LL W ~ ' ~ Cd 7 SHELTER ISLAND �J w t' I TR W m / Q WOo oW Z u. TR 1 TI- 1-0 SOUND 3 � PROPOSED O = p O U �� Z Z W i D`p'i' PARKING AREA a �. 0 < � t 0 0 _ EXISTING WATER SERVICE TO REMAIN ` (GRAVEL) p UJ W 1ST M N W �•,� \� ��\ � � Q N off,. F- � j1 Z z► ' t � 1ST Q LU x NN 0 � PERVIOUS GRAVEL DRIVEWAY �� ` a' EXISTING PATH TO REMAIN Lf) d W N •< ' ` 4 m Z J l cc Z NON-DISTUR � WOOD DOCK ~ IZATION F N 700 0710 W 401 .54' z - d FRAME SHED N 650 1513011 I� W FRAME SHED I SONE X I i 312.741 I I I NOW OR FORMERLY: R. DOUGLAS BLIVEN NOW OR FORMERLY: l & SUSAN L. BLIVEN HEATHER FOMANELLI I ouse Pier Line (DWELLING W/PUBLIC WATER) (DWELLING W/PUBLIC WATER) I I I I I I I I CEDAR BEACH ROAD AIF' a-' )VED BY LOAM OH PUSTEES APPROXIMATE TOWN SOU T HOLD LOCATION OF FRAME HOUSE DATE $EMMW t S I ZOZ�j Nick Proposed Tree Replacement Plan - D I? A F T - F O R D I S C U S S I O N P U R P O S E S O N L Y - Inter-Science 450 Paradise Point Road Date: September 14, 2023 Research Associates, Inc. Town of Southold This is not a survey 36 Nugent Street, P.O. Box 1201 The information contained hereon is based upon the g Site Data: information and/or data provided to or obtained b Southampton, New York 11969-1201 Suffolk County, New York p r Area: 109,558 Sq. Ft. Inter-Science Research Associates,Inc.during the course of 631 283.5958 Fax: 631 283.5974 work being undertaken for the client. While efforts have Zone: 1 been made to ensure the accuracy of this Note:Site information is based on Fox Land Survey dated November 11,2017.Last Revised 2023-01-23,job 2017-587 $CTM: 100000-93-01-003 drawinginformation,Inter-Science acknowledges that any final made on a survey red - surveyor iinthe State of New York using up-to-date ygThis is not a survey Prepared for: ,' :, w z and site-�pecific information for the property being J Nick Notias 's ` G SEf' 1 5 0123 analyze Accordingly,it iscautiondthat the information File: MXLIENTSINotias, Nick - Paradise Point RdMtias Proposed Tree contain hereon should be used for preliminary analysis 6 purposes'only,and be used with caution. Inter-Science Replacement Plan 2023-09-14.dwg Research Associates,Inc.assumes no responsibility/liability 0 2023, Inter-Science Research Associates, Inc. -_ _ for errors contained on this drawing. Last Print Date: 9.14.2023 iaierin Goldsmith,President ��o��g0 OGy Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski H x P.O.Box 1179 Eft Liz Gillooly �y • ��� Southold,NY 11971 Elizabeth Peeples �Olr �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Datelrime:Scn� 4,2.0 23 Completed infield by: 6112x6 t+h 'Pee p Inter-Science Research Association, Inc. on behalf of MIMN HOLDING, LLC, c/o NICHOLAS NOTIAS requests a Wetland Permit to demolish existing 1,259sq.ft. two-story dwelling with 526sq.ft. garage, 469sq.ft. porch, 1,002sq.ft patio, 17sq.ft. shower, and all other accessory structures; construct a 5,144sq.ft. two-story dwelling; construct a 960sq.ft. pool on seaward side of dwelling; construct a 2,907sq.ft. of covered terrace and open terrace between dwelling and pool, and courtyard area for basement egress on southerly side of dwelling; an ±8'x11' north patio entrance with steps to ground; abandon existing sanitary system and install a new I/A OWTS sanitary system; and install a system of gutters and leaders to drywells to contain roof runoff; provide a drywell for pool; install pool equipment, a/c unit and generator areas; establish and perpetually maintain a 10' wide Non-Turf Buffer area landward of the "Zone X" line, and that the areas seaward of the "Zone X" line be established and perpetually maintained as a Non- Disturbance Buffer area with a 4' wide access path through the Non-Turf and Non-Disturbance Buffer areas; and for an trees removed, a 1 to 1 tree replacement using 2 W, caliper size trees. Located: 450 Paradise Point Road, Southold. SCTM# 1000-93-1-3 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/ 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.: Que-s"kvtiret. 5e w of VNULMS 2'1 I S Present Were: y/G. G91dsmith N. Kry�pski X E. Sepenoski �/ L. Gillooly V E. Peeples o��St1FF0(,tcap, Glenn Goldsmith, President �o 1- Town Trustees A Nicholas Krupski, Vice-President CO = 54375 Route 25 Eric Sepenoski o P.O. Box 1179 Liz Gillooly A_ aoSouthold, NY 11971 Elizabeth Peeples ' ` Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: MIMN HOLDING, LLC c/o INTER-SCIENCE Please be advised that your application dated October 25, 2022 has been reviewed by this Board at the regular meeting of September 13, 2023 and your application has been approved pending the completion of the following items checked off below. XX Revised Plans for proposed project—RECEIVED 9-15-23 SILT FENCE Inspection Fee ($50.00) 18t 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 ' 1031 Board of Trustees INTEIk-5CIENCE RESEARCH ASSOCIATES, INC. POST OFFICE BOX 1201 - 36 NUGENT STREET • SOUTHAMPTON,NEW YORK 1 1 969-1201 • 631-283-5958 FAX:631-283-5974 www.inter-science.net September 14, 2023 Glenn Goldsmith, President Board of Town Trustees Town of Southold, Town Annex 54375 Route 25, P.O. Box 1179 Southold,New York 11971 ATTENTION: Elizabeth Cantrell Re: MIMN Holding's,LLC SCTM#1000-93-1-3 Dear Mr. Goldsmith: Enclosed please find tree plan which provides 2 to 1 replacement per the approval granted by the board. Should you have any questions regarding this correspondence or the property in general, please do not hesitate to contact this office. Thank you. tPrcipali yours, L� lker nner JLW: jlw Enclosures Copy: Nick Notias NotiasTO SHLETTER09142023.wp d _ :� rR4ti{ i SEEP 2023 &�ar4 a`,Trusiaas PROVIDING ENVIRONMENTAL PLANNING,DESIGN & REGULATORY PERMITTING SERVICES INTERSCIENCE RESEARCH ASSOCIATES, INC. ENVIRONMENTAL PLANNING & DEVELOPMENT CONSULTANTS RICHARD ERIK WARREN,AICP President September 26, 2023 Glenn Goldsmith, President ® V Board of Town Trustees Town of Southold OCT - 3 2023 54375 Route 25, P.O. Box 1179 Southold,New York 11971 Southold Town Re: MIMN Holding's, LLC Board of Trustees Dear Mr. Goldsmith: Enclosed please find the Final Inspection Fee. Should you have any questions regarding this correspondence or the property in general, please do not hesitate to contact this office. Thank you. Very truly yours, J es L. Walker Pr' cipal Planner JLW: jlw Enclosure Copy: Nick Notias TOSHLETTER09262023.wpd POST OFFICE BOX 1201 • 36 NUGENT STREET • SOUTHAMPTON, NEW YORK 11969-1201 • 631-283-5958 • FAX:631-283-5974 INTERSCIENCE RESEARCH ASSOCIATES, INC. POST OFFICE BOX 1201 • 36 NUGENT STREET• SOUTHAMPTON,NEW YORK 11969-1201 631-283-5958 • FAX:631-283-5974 www.inter-science.net August 15, 2023 -Via E-Mail/Hand Delivery- Glenn Goldsmith, President Board of Town Trustees Town of Southold, Town Annex 54375 Route 25, P.O. Box 1179 Southold,New York 11971 ATTENTION: Elizabeth Cantrell Re: MIMN Holding's,LLC SCTM#1000-93-1-3 Dear Mr. Goldsmith: Enclosed please find revised plan sets including survey, architectural plans and engineered plans. These plans have been revised to meet town directives. Surveyor has set stakes again. Please review and advise if anything else is needed for public hearing. Should you have any questions regarding this correspondence or the property in general, please do not hesitate to contact this office. Thank you. fJaes uly yours, . Walker al Planner JLW: jlw Enclosures Copy: Nick Notias NotiasTO SHLETTER0 8152023.wpd D E C E 14'' E �6 AUG 1 6 2023 Southold Town Board of Trustees PROVIDING ENVIRONMENTAL PLANNING,DESIGN & REGULATORY PERMITTING SERVICES Cantrell, Elizabeth From: Inter-Science, Inc. <interscience@optonline.net> Sent: Monday,August 14, 2023 10:56 AM To: Cantrell, Elizabeth; DiSalvo, Diane Cc: 'Nick Notias' Subject: FW: FW: MIMN Holdings, LLC; SCTM# 1000-93-1-3 Elizabeth and Diane, Surveyor will stake the property today with planter east and south of the pool eliminated. James L. Walker, Principal Planner INTER-SCIENCE RESEARCH ASSOCIATES,INC. P:(631)283-5958•F:(631)283-5974 Confidential E-mail: Please alert sender and delete e-mail if you are not the intended recipient. From: David Fox [mailto:foxlandsurveying@gmail.com] Sent: Monday, August 14, 2023 10:22 AM To: Inter-Science, Inc. Cc: Nick Notias; Bruce Nagel; David Walker; Hunterton, Patrick Subject: Re: FW: MIMN Holdings, LLC; SCTM# 1000-93-1-3 Good morning, Mr. Notias communicated with the office this morning that he will pay the invoice and sign agreement when he returns. We will go ahead and proceed with the project today. Best, Esmeralda ** please note our new email: foxlandsurveying@gmail.com ** Fox Land Surveying 64 Sunset Avenue Westhampton Beach, New York 11978 631-288-0022 On Mon, Aug 14, 2023 at 9:48 AM Inter-Science, Inc. <interscience(a),,optonline.net> wrote: I Nick, t 1 1/4'PER FOOT MIN.PITCH I/8'PER FOOT YN _ M.4"DIA.SANITARY PIPE PIC WASTE UNE SDR 35 SDR 35 UTER DONT TRAYE 6 CDWR W/APPROVID LOCIMI DMCE e F HOUSE 14.0 ' CONCRETE COLLAR tD PAO1 EO UI&YW OR 20•D-BO%W/STOPPER END PLUG SECOOART SAFETY LCCNWC COVER C^Ip / `4 /�°;r IIDS/OEMLES TO EE PROVIDED AND SECONDARY SAFETY COVER N O / f I.E. r20' AT GRADE EL 10.0' I1.0' 4•SOR PPEI --------- _------ 2:UM. 8*" CRE7 DITR _WI Eby O / 0FN1 CIJf 10.2 10.1' &9' E.sT .EV LIN5° It FPROPOSED Jo NN. HORDICIC1 (BI ELEACWAfGXPAN90 POOL(4'DEEP)•- ANItW (4J EXPANSION POOL(4'DEEP) QO GROUND S V HEGW 1.5' / BACxi1LL MATERIAL TO BE CLEAN SAND k GRA ELEXCAVATE ALL UNSUITABLE SOILS /r /— / ���XV HYD ROACTION ANT 100 CAIIFYDPT°11 SANITARY SEPTIC SYSTEM PROFILE Al Seph 'c' ON Tom. OCOror. fOr NQS f or Q / o a \ Ane Llr fiery \ �. ''"L,yy fNo- (D+ai;,r9 w�Or;e � M one / -a DRAINAGE CALCULATIONS: \ 01°L-)o CO/-•) OCori REQUIRED: HOUSE = 5144 S.F. \ 5144x1.00x0.17 -- 859 C.F. I \ \ 859/68.42 = 13 V.F. USE: \ \ LILUT (4)10'0x4' DEEP POOLS = 13 V.F. \ \ \ H] OLNp EgRLNO 14 1 '\ E° R8 T � _ av u� (JA'0'S/(T FNDf.¢C C(C7r, /y \fxsr SA;) ENCS / za,?T\ L",c,?�, / TEST HOLE DATA �0 0 I y',I MCDONALD GEOSpENCE DEC.04.2017 \O•<'u Tf -�i S / r^ EL-10.2 DARK BROWN p0 LOAN ^ Ma.4 PER V., \ \ \ /^` l ^?: O}``✓J �?s,�•� % scOsf ae A4r B� ROWN SC gfD;s^¢FsrS CLa SAND; 3.0 �7ryO. Q4,""r PALE E TO BROWN FlNSP j`S I MEDIUM SAND! G . 9 66' W 2 EL=04It _----i 8 __ WATER IN PALE BROWN SP Qp or fQ / \ -.,p>p.4 ;�•,C /�°Y/1 F /4'( \ ��� FINE TO ; ()9/ rn) IS" p 'MEDIUM SAND 7 O m \ C£ SVSon CS 6/ilex/y + H`� oma °� �qR p (O aiu,9 Pi E/i n 17.0 •!•, �E °.�' FAi�,°:y' `4 s Y°ix:':j / Q - 4:Q' _ a'^ 2 O AUG. 01, 2023 AMENDED FRCP.smUCTURCS MAY 25, 2023 AMENDED PROP STRUCTURES JAN. 23, 2023 ,4c PROP,s',uCTURES OCT. 03, 2018 AMENDEC LADEI a SEPT. 18, 20181MD LOT COVTRA4 AUG. 22, 2018 IN,BuPFER AUG. 14, 2018 s cD H,s MAY 17, 2018 —END LAaz Survey for: APR. 25, 2018 AMENDED mop sANITARr DEC. 05. 2017 WD PROP.STRUCTURES NICK NO TIA S DATE:NOV. 11, 2017 JOB NO:2017-587 At / �`"� -`RF,. _o_m I•' CERTIFIED TO: Bayview.0 ~ �cA f m E30 LOT COVERAGE: / � °a _ - I_ ` - -_ EXISTING: nO11,/ n M NICK NOTIAS- _ Town Of /ye Or I 00 Southold' HOUSE = 1259 S.F. Of/je for 3]2 Eo• W -- GARAGE = 526 S.F. (Ow"I�9 r RO mer/ jg, o Suffolk County, New York PORCHES = 469 S.F. % w� n� y v� ,_^ ADD , 4 PATIO = 1002 S.F. �6"o One/ I v, JDO 1. S.C.T.M.: 1000-093.00-01.00-003.000 SHOWER = 17 S.F. 1 - . _ 40 D m TOTAL = 3273 S.F. OR 3.0% �—` PROPOSED: SCALE:1"=40' HOUSE = 5144 S.F. POOL = 960 S.F. DAVID H. FOX,:L'S'` ,L:S. #50234 P:C;-.N.Y.STERRACES = 2907 S.F. ` ' NOTES: FOX LAND SURVEYING TOTAL = 9011 S.F. OR 8.2% 64 SUNSET AVENUEqPP WESTHAMPTON BEACH, N.Y. 11978 2 AREA = 109,558 S.F. PROPOSED LOT COVERAGE WITHIN 300' AUG 1 6 2023 /D�n'VMA A° (631) 288-0022 2. ■= MONUMENT FOUND, O = SPIKE FOUND. OF WETLAND BOUNDARY(46,649 S.F.) NRgOx- I.-T.—l- ,'f 3. REFERENCE DEED L. 11896 CP 836 PROPOSED: 4. IONS SHOWN HEREON ARE REFERENCED D°SE " '" :nc""R"`"`"A-_ ""'OSNiS"''P ELEVATIONS HOUSE514a = S.F. 'TM°«eoN L.a ., �,Rrn.EE eA�noT•�c.RINc TO N.A.V. DATUM (1988). 5. ZONING USE DISTRICT = R-80 POOL = 960 S.F. Southold Town TERRACE = 2907 S.F. gnFcy.nol. D�vA,TMc-LREV,ss Apq p°5 o,.p.TC,�c 6. FLOOD ZONE BOUNDARIES SHOWN ARE FROM FIRM ^IrTO cc,Ilr�C I sr Board of Trustees cmca�'.cN-.i`.ci c� L = 9011 S.F. OR 19.3% .c�EPEo" ALD c THF PANEL N0.36103C0167 H LAST DATED SEPT. 25, 2009. TOTA raAr.=,E4sE T ADD„°NAL�wP°„ s 7. THERE IS NO GAS ON PROPERTY. esE°uEN-UvnERs 1 t DWG: 2017-557 - I - J A B c D E F G s aisruLlo Pi 0 LOEI umoi ploLanoS aaeo Lz 9 [ qnv 3 A 8309 L --------------------------- -I rkup cl -------------- N\\ -1 r------------ --I NOTES U 1. SLAB ON GRADE TO BE 4"CONCRETE WITH WWF 6x6-WW W2.1xW2.1 F 2 EXTEND ALL FOOTINGS X-6"BELOW ADJACENT GRADE 4 f I X4'CONC S ix" 3� WALL FOOTING TO BE 2'-2"WIDE U.O.N. 4 % 10 CONC. 4 • STAIRS WALL(TYIP) //-(2)#4x4'-O"LG.(TYP.) • I RETAINING WALL • • L-- CONC. --------------------- --- FOOTING SCHEDULE I Xi MARK SIZE MARK REINFORCING NOTES F4.0 4'-0"x 4'-0* 12" (5)95 E.W. V F5.0 5'-0"�5'-0" 12" (6)#5 E.W. 0-FOOTING`' .0 COLUMN SCHEDULE `\-,- -'-? , \\:`.`'\`•'``' `. `\'• •'(:•) COLUMN SIZE VERT.REINF. TIES NOTES 3 Cl 24%10' (8)#5 (2)13 08 DROP FIG. 4*CONC.SLAB--/ C2 12'0 (4)J5 #3 08 ON GRADE ILI----- 02 C3 24'x10' (8)15 (2)#3 @8' L -F 0 C4 12'flO* (4)15 13 @8 51: C5 12"x10' (4)#5 f3 @8- C1 L �X-------i POOL F5.0 8* EPRESSED SLAB (TYP.) SAWCUT(TYP.) E C E AE 3-0-( ) STEP V,m. i REMOVED PLANTER PH WM EG 08114123 Ft FOOTING a ISSUED FOR CONSTRUCTION PH VIM Or 06127123 2 2 ----------- ---------- -------------- x AU C FOR REVIEWAND COMMENT PH Wu BG ovierm STEP FOOT] G 6 2023 T-O'(MIN.)®RET. 4*CONC.SLAB-/ • B FOR REVIEW AND COMMENT PH vim BG 06fD5123 10114122 WALL ON GRADE C4 A FOR REVIEW AND COMMENT PH WM BG RETAINING WALL --------------------------- ------- Southold Town I DRAWN CHECIED,APPROVEC, DATE A La. ------ I L Board of Trustees REVECH DESCRIPTION ------------�= BRUCE GOLDMAN, PE PC FOUNDATION PLAN 15 LOWELL DRIVE SCALE:1/8'= 1'-0' WAYNE,NJ PROJECT WWT Am m Mww w�m NOTIAS HOUSE SIX OF A PRU�ENMNER� TIE Pulm�Is KING um m m� 450 PARADISE POINT ROAD OF A POf�GIW 94%M NAME B.GOLDMAN LIC.# F62780 SOUTHHOLD,NY DATE 0111140 REV 1 nTLE* NEW FOUNDATION PLAN GOLD ti .4 DRAWN BY' 122 0 PROJECTNUMBEIR �DRAWINGNUMBER REVISION 23012 FO-100 1 F, SCALE �SHEET SIZE:24'46" 1/8 1'-0" 2 OF 10 D S-100.dw A B C D E F G N 5 5 r_ , f','I�;Ohl GRADE i CONC.STAIRS DOWN -- ------ —Tr-- -- ------ —1 ------------ I ; LEGEND �4 09'TOP III ■?-INDICATES WOOD POST UP SLAB ON GRADE I I g4®B" •T-INDICATES PIPE POST UP 3 li-i u I 36 I 124 o CORNER BARS(TYP.) I TTOP 9' I 14 09',6'-0"LC. III )9• --- ---- ------- ---------- I --L— ---- --�---J IT L__�__1 !______ _1 a' EXTEND SLAB OVER I' i8 FOUNDATION (DROP FDN.8� E_; T 36 `-------� I I I '-124 84 09- @ PERIMETER r-- i BEAM SCHEDULE I T I I MARK WIDTH HEIGHT LONG REINF. TIES SLAB ON GRADE I N H I (8)#4 06'-0'LG. 0T Bl 12' 8' (3)#5 T&B I e I <o T I TOP BARS E W. 3 1 1 1 I I I z II I 3 I I #4 09' I L__ I L___J 1 2 ME U.O.N.WALLS TO 10"POURED 0OP I I I CONCRETE U. I a T I (8)84 06'-0'LG. TOP BARS E.W. TI I r- + ------ -----, I #4 09'(TYP.) (2)#4 T&BK4'-0'LG. � I ADVL CORNER BARS(TYP.) 36 I #4 09"(TYP.) I I 124 3'-0' I I I 1 E C E lV n�J� `may 1 REMOVED PLANTER PH WM BG 081103 U 1� T Bl ———— Bl T Bl � -� ' 0 ISSUED FOR CONSTRUCTION PH VIM BG 0627123 2 C FOR REVIEW AND COMMENT PH WM BG 06/16123 P1e,- I I AUG 1 6 2023 B FOR REVIEW AND COMMENT PH WM BG 0610583 , , I I I I A FORREVIEWANDCOM VENT PH WM BG 10/1482 REVISION DESCRIPTION DRAWN CHB:VEO AFPPOVEO GATE CONc._STAIRS, L------------- __ Southold Town Board of Trustees BRUCE GOLDMAN, PE PC FIRST FLOOR SLAB PLAN 15 LOWELL DRIVE NOTES: SCALE:1/8'= 1'-0" WAYNE,NJ 1. SLAB 8'CONCRETE WITH#4 09'BOTTOM E.W.AND PROJECT: ADDITIONAL TOP BARS AS NOTED. NOTIAS HOUSE 2. PROVIDE CORNER BARS 0 EACH CORNER. DO wi AM 7 DD UMN Wl�7 3. PROVIDE ADDITIONAL(2)#4 T&B AT OP'NGS. SX 9 A PRUCSo R D04a'MN 450 PARADISE POINT ROAD 4. WALLS TO BE 10'POURED CONCRETE U.O.N. a A� ER M NAME'B.GOLOMAN UC.x 062780 SOUTHHOLD,NY 1 DATE 0811483 REV:1 TITLE 1 NEW 0 FIRST FLOOR SLAB PLAN a GO✓-O4 i N fQ bV u� DRAWN BY. P.H.CHECKED BY W.M.APPROVED BY. B G.DATE: 0910982 N rs z PROJECT NUMBER, ORRWING NUMBER' :J�:' I = l Wz 23012 FO-101 o cF"L1 OBSCALE. SHEET: 24'M3fi' A E55 118=1'-0" 3 OF 10 D A B C D E F G S-I OO.dwg .r NOTIAS HOUSE -_-- 450 PARADISE POINT ROAD SOUTHOLD, NEW YORK 11971 �.1.41 B N P/ x rte. Bruce Nagel -F- Partners Architects MFIr _ PROJECT INFORMATION DRAWING LOG DATE OF ISSUE GENERAL NOTES SCTM S CJ.M.10DO 093.00-0 00-003.D00 t-1ELRE-.11INAPIC.S.W !HLCTECBVTHf AR:IBRLT bCENICHOLN,Y11IERF['ANECrC'C1-H Is IDD BDII.SIAXEL MNCpA=AMI p4pRF SH4LS4 PF RI SULMp[CMCIINx SFLUPEIr NSixLLf[ANpLVRBLf N'cCNiM(rJPEWLL4ElERM!F NIEn%P Mf PEi1b F1IIMUSFP4LfE SLXRENir['SEFrtT ME MfK ipCRPN U![ •PART OF DRAWING ISSUE(NEW OR REVISED) _ E45TNSIN.ENRFFOPRWIMEO PEPAIrANONE INIEIE(TOCES NOTASSLUEusAVNSEMPaRTHESTANTURE DITMNSPERAINmb LOADSTOTX[5!NFOPTNSTUCNO x.C.-NORwuo IANIIINT-11lE ubm Mf4nxERA4c4eeLNu uL fLECTPEdLuem swueflwNICImIONCERmurEn APP DLETAILA.SPEN PROJECT DLLWPTION NEW RESIDENCE REG4MELISHDL'ID AIEFT LOCPIBLtD1I C40E3Ib AEDIMfMENR OFMFbAIE JWNfN.AELI'RN[EPFPPSENi4Tft. ONEI.DIAf:iLN NIV AADPLLNIEPLJxf TLPxCNfIxCI,T ANTENwE wNIIE N HALLS MR R BAST-TCN IF O INCLUDED FOR INFORMATION ONLY(PREVIOUSLY ISSUED) 11 t INTarpxc#pmEF SHIuleOTul•BLt[r!6 PEAAar FRpu THE ronu4P\wFE PPnPmSTnFnb wenFfE cCNTN. T)ICxEpuf A.TrembxxElxusuNfEf PfPAFsmnmEvrwwan e.-T4 VENAr-T NALLA Nn.uTEuvEwmuc4uM4t�mluslwlPlx,LexcNLE4Nweus Flo[#5 Aue LOUNBs.ALABHOLmET ZONING PV1C' u u OOUEp AETAWRNCpbIINM NL Bf NObOC MPOLSHMFCxCSEx POIty w1RH INILERNON lilNT C.AFERFNGR.BNOTAUL".1 c c = `e E e ;LC11TW;iJRt#OkNfPSxLLL 4Bi4I RECLMfGAPPPDve1S FEW-CEAR[Aif:CF OLLLPUKV N:PEt1A]N MRPAExeu[NSTeLL511GLF 5i4TE45[NIKE OEE[r1E•VPAI Cf\EfNeOArvTYN4f N'IINIry SreIEKtONG Al fYh NFCANITgNN1HF5EufNFAAL 4pTEE CDNFI[TS MEH IM SP[LIK4INAE THE SVELNxtt�M SHRLLidxE PPFLFCFNT LOT AREA 101558 OF(EXCLUDING BEACH TOTAL SITE AREA IC 1560 SF OF BUILDABLE LAND) PIROV45 ETC WLnDAA NRR#MfD NNMAFENLES NNNL!UM[Ebx MfPF aP Goof Al SAFETvb OSW RFGLMMEITE _- 2 xNPRYSHALLe4XP[iVAR TNF IIkVpP✓STIE INMGOI FNE PAf\1I6RMAN[BLECIN L(pf 4N4 WIGS'NO WI1TUlI)NI\ILrtFLLLAAiHCE0fn5FENeLL[iPLCRMNLFMWwI.IEAIBERS AND RF%ILF LRLMMP TPII4N[IIFTHFOsxe sdFfTV WMI.LLIBy PLLPfOMFt SARry 4Np WUP1 FNSTb Fpf!EMEM. 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D `.ANRAm SVSYFM MISE PO`SOLE NNEF E FESPOIEELE FDR LNHTNS D-ELLLRILL LAINNC.AND FERPS RWbE Cf RCAl ALL OCRs E RENHEL TO MEET LOCAL ELECTRICAL AND EBEFILr GCOFE --- - - - - - - - �[ry/\/��q ME OU AL PVIWN VN PERFONWICEJE VN3AA ALL-E RCDUPED TO MEET LOCAL MECHANICAL DD - - - - - - (� E V E V E M R r E. - -- - - VFM E 41ENOF PL6IRS[fSNH VlC VUMIM IF SIEX ASN MEAIu.MI[TIII MTIfFNRETWFD F.C]FCNATNC IIS.vFr AUG 1 6 2023 STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC&GEOGRAPHIC DESIGN DATA"PER R301.2 IN THE INTERNATIONAL RESIDENTIAL BULDING CODE.TO BE DESIGNED TO MEET 130mph WIND LOADS. Soottlold Town ALL PLANS AND STRUCTURAL DETAILS TO CONFORM TO THE 2020 Board of Ti I&- BUILDING CODE OF NEW YORK STATE - Dr-N kEAEN IMPORTANT NOTE: Th.Archnen of lk—,d h...,been.1.. f,,Cumtrunlon C.1-d Ad---.,and d—'..I take lftpl—b.lo for.—Iff1hN the f the--d--,"d- ..k" mhf-t—.—be—.1 during the­­d­ph­­doc..-tld R—d i,ne longer 11bil for the wary where change tc these documents have been made COPYRIGHT @2023 —--—--. ....—--—-- < 0 Ene,gy&RESChe k C01.5uhant 0 ENVIRONMENTAL CONSULTANT LLj SLRVEYOR: < < Ln'4TI14G DESIGNER SEPTIC ENGINEER —--—--—--—--—--—-- —_- --- STRUCTURAL ENGINEER INTERIOR C)LsIGNIER PRI,",-1,',ITN'l PROPOSED AREA CALCULATIONS SITE PLAN BASEMENT FINISHED AREA 2.490 SF STORAGE 450 SF B N PA MECHANICAL 420 SF TERRACE 430 SF FIRST FLOOR FINISHED AREA 4.420 SF ENTRY AND MUD ROOM TERRACES 460 SF COVERED TERRACE 500 SF NOTIAS HOUSE REAR TERRACE 2.340 SF 450 Paradise Point Road GARAGE 1.100 SF C E E Souttiolcl,New York POOL 960 SF SECOND FLOOR DQD SITE PLAN SECOND FLOOR(MAIN HOUSE) 3.910 SF A U G 1 6 2023 SECOND FLOOR TERRACE 1.300 SF L TOTAL FIRST AND SECOND FLOOR AREA: 8,330 SF Southold Town Board of Trustees A001 2016 .I rt Ro o TE oEscM tpR Will M ol:sa,N EV1EM M E E.P r ISSLE _Ltiva+eLvr,rJl�l+'vA�a:erWkxal(aJF'.Y,1•✓p - � � _ , tc km ET I ^{;ri.MAM51fMN?Y+1Tfi^•YflI:J%d'f,itdNl�'d'9+Y'W. .; M u G E�oDaTE 1,. AAS rrm ..urb ra,'ry�9r rim, ..� I - npfg<,rl 4 - - '. � IRr+�kYktdrxitfTi%0.4h)gKjY�ENArftf'i/r�ytr'plisfYlkl.;1+4� y `.�, - �3 e'er¢nn t h-Pu:roa IMPORTANT NOTE: I — -- —_ _-- _ _ for ContruMion Cumract Admmrstretion and I _ —-- _- `-- - 1 does nM take resDamib lM for mterprel,ng the I -_ — -- —-- _- - � nt of the construction tlatumeMs.mclutl-rig — - - mak ng modrf,catam as maybe necessary �— --—' -- - dunng the camtrunron Dhase,undocurriemed —' � code violMions,arM that the ArchAM of <Rhangess nc longer liable for thework where II I- � ❑� � ______ _ — — .—__ — __— _. _. _r_.._.__ __ _ --_ -_ � mroese dna mem:naee been made , I I F I I I � I I 1\ E ^ I 4 CgIXIGRT m 2Ga3 e---IE- E4 '^E0.E4 tt�.a. 1 1 _ AUDIO VIDEO CONSULTANT; I 1 I E e gy�S REstheck Consultant: 1 ®® •! \ ENARONMENTAL CONSULTANT: 111 i __ ° ❑ II — \ SLPVEVOR: 1 \ L �IIGHTING DESIGNER- 1 — 1 I 1 SEPTIC ENGINEER' -- �� STF UCTURAI ENGINEER 1 — - IPm"a-viii^roil m' yl 1'=•114's. s'a wii'm4tl.. __ ____ — INTERIOR DESIGNER. - ENLARG - _ — t PROJECT PARTNER MININh PROPOSED AREA CALCULATIONS mommaIIIIIIIIIIII rilillimmumllill. L . _ now .. an B BASEMENTNFINISHED AREA 2,490 SFaartners Architects STORAGE 450 SF MECHANICAL 420 SF ference TERRACE 430 SF Correspondence\Tronsmissions Received\Bruce Gpldri cn (Structurai)\N'6tios .House Progress Set.pi4f FIRST FLOOR FINISHED AREA 4,420 SF NOTIAS HOUSE ENTRY AND MUD ROOM TERRACES 460 SF r. COVERED TERRACE 500 SFDD -- - 450 Paradise Point Road REAR TERRACE 2,340 SF Southold,New York GARAGE 1,100 SF G A I I 1:6 2023 POOL 960 SF ti U v ENLARGED SITE PLAN SECOND FLOOR Southold Town SECOND FLOOR(MAIN HOUSE) 3,910 SF Board of Trustees SECOND FLOOR TERRACE 1,300 SF TOTAL FIRST AND SECOND FLOOR AREA: 8,330 SF A002 2016 ISSUE INWPMAnON NO. DAIS DESCRIPTION rem, eO]+UL]O DESWN REJ DESIGN PEMEW MME EN-EPG,EDL ISSL'-c 1 1011RAL REN1 R—wN E•UFD?TE I .�� I .,....v.•a•<...: -.. :.�:.....:,'_t:_.0a.. :: .:-�.-- I �`;-... _ ...:�....�....:..~...,:.I�..-.:I...,- ..• I _I - � — ,��.. .;. - - - _ ,.._ - - - -- - is5UE 11p CON _ —————————————————————————— -- eNLLTNt IMPORTANT NOTE:------ Tdabeen Of retamea — — ------- lot Cnrulon CPn[mR and : a nm+ba Tarmte lean h I - I L —————— — F— ————— � F- — ———— I d, �;hf theemmpr No d...m 1s•mduding king moda cat as mry bee .s dunIz the odevlolatlom.`andthnhe ArchteNed enel changes nol—d liableefor h—bekwhere a. It, changesmthesedocumntshavebeenmade. I ' I I -: I �o�",sys�xcar�EtE I '", I `xEw51ABGxfFME-� I I �-NEwSIIeDxGFaDE-� I :' I _ I - I gar � eUlt-U ,FRO NS1E81EW. 5 nNtA�TDCCAAO>1cLpWxu3N5l—\—_ " I I I I ,-0 COPYRIGHT OPYRIGH. 2DEw2e3 L----- ———— --- J LJ n0eciEF;F11 I— — — —— — aPc.raa Ar.c rxn R-+I•u:Raw. , .... .-.,.:..:.... ... .. ....,. •... ... _ti -.rte•::>ti .•' ——.— — I s Doul wxmeN+.Dace.yEnoic o.iD'. ,e AUDIO VIDEO CONSULTANT: Energy B RESCheck Consultant: LEGEND `-0 _ I I i I = _____------ _ I FOUNDATION WALL __ SEE STRUCTURAL DRAVNNGS , r ,,•_..,.,•.-r�_,,• � ENVIRONMENTAL CONSULTANT. FOR ADDITIONAL INFORMATION. I L F_- —7 I I I [C= •INDICATESTOPOF I " L., I I SLAB ELEVATION FROM DATUM I I '- -I I.� I _ I •..r-——•.' I 0 - I I ELEVATION SURVEYOR: L-1 -INDICATESBOTTDMOF FOOTING EL.FROM DATUM L--J -INDICATES FOUNDATIONJ L_ SHELF.SEE PLAN AND 7 SECTIONS ` _Ir, I - I,_ L—— ,; I .y I I LIGHTING DESIGNER: -INDICATES SLABSTEP-DOWN ' I - xayswecuGFADE I L_ I I I SEPTIC ENGINEER: saDczm WR EFEP iD EicL Ic MEUP1cRFN i 0­Fac ccxcFElE III ' I I ' I` M.Im e.uPna�FPcrvcEP, � oEuasus sREs � I STRUCTURAL ENGINEER: I i O I I E« a FouwAlrox I /'.?wt I I — FCFN ON1p CE PRGVICD\ I u r-- r J I o INTERIOR DESIGNER: L--------- ------- ---� ------- ----- ---- I eo PROJECT PARTNER: � �:� � ARG��� BN'r­­/ ® - I I Bruce 11111-Part,"firs ArChrtecls i�G 1 6 2023 " a 3 of Dere ---------T� —J ,'. I Southold Town �_ -----, — ---------- -------I — J I i ` I I BoardotTrustees IIEET F I NOTIAS HOUSE 450 Paradise Point Road Solnhold,New York :.'.-.•,rr 2'c:: Rex.tr-0 w i - J N i f I I I 1Pa,4In-mtF FOUNDATION PLAN ij _�EFt NuweEP ee-0 aa- °` A100.1 PFt:EC7NC 2016 DAM DESCRIPibN r--W —7:-7M­� ,pz 33 JRN 2a FEl151CN3 - ]5 AUG G3 FVLLERN3 IMPORTANT NOTE: ThlAMhftldlfR—dhW—beann,ta.ed :'ake responsibilM for interpreting theintent oh e romtruni¢n tlocuments,Including making moddiator¢az may be necessary dunngthe conztdmn phase:undocumented and[hat the A,,h"e..f Record¢no brlger Iwble for the work where tr change,t,these da,a—m have been made. \--en'p, —el COPYRIGHT,©F .01 1 -11 (ID. —3In.11 e.1"e, n,—" AUDIO VIDEO CONSULTANT: ---------- Ent,gy 9 RESchKk Consultant: II ------------------ ----------- ENVIRONMENTAL CONSULTANT: -.---------------- LIGHTING DESIGNER SEPTIC ENGINEER: --------------------- �� STRUCTURAL --------- STRUCTURAL ENGINEER O INTERIOR DESIGNER. PROJECT PARTNER: a. -4 EDB N' P/x 7-0] E (� �6� \ Bruce Nagel+PBnnees Architects OID L A2023 I—EIT NOTIAS HOUSE I f thold Town e R E I:I of Trustees 450 Paradise Point Road Southold,New York U BASEMENT FLOOR PLAN FE -1.1 ST—THS-CLO-Ght-S P C S-5 UF M FML eanICCE—M—SAFM Al 00.2 —Ac" 2016 _ Issue 1NFGRNanaN N0. DaIE DESCRIPTIGN ? — �_ DE31GN REVIEW Poca mlRPUExr �c�ux DEstGN Pf,IE<a --- _ N UCTUEF.I ECLISEtIE FTF'CNF<l PflE1'. — �—--- TE FRI[IVIG EE IIPC?TE g� _ - 33A1u:73 FEVISIC!:. IDt133 kMSujNi FCEilni. Ic —� � Ic puG 33 eOLLEnx s xn. 00.1,n—i _"_— -� IMPORTANT NOTE: The Archrtett of Rewrd has not been retained / e • n • • .. .. --___-_--_--- for Contrutttan Contract Admtnistranon,and Ir does not take responslbdiry for mterprenng the ----------------------- c ding BArx F-1-12 I tment of the wnstruttion docuE a $l lu _ making modd,catwns azmay be necessary duringthe construalon phase;undocumented \I J o code v ohInms,and that the Archden of l. C changes to these docabmee s IT-been made. ->' F mvPGncx _ „ c IEATEo i0 QF xPFL w�' _� _ _ C=� � @NGNIADE ti1e FflICENm Eu aGSlxG wxGEs Ij ________________________• __________________________._________________________� L-1 '� xrtcPFll mpFWMP0a5PFEtt - _ LJ � I CODE e I - COPYRIGHT02023 b t i i t i V p -- "' :- m I cvywvGc ax TxsrvpuEn:eve[n,ee+r J r_rNE PP.]pEvn c.EPu4-x>Gft•cPan:EP_ -------------------- ' n. """""""""""-��� i +vcnCEcis Pxu rnC PFT>ix nu vlGNts • _______________rceP � aEPP[[xelCn u.[IFl,;cn c r„ mgv P+PRo>iir+or.o wlEt. LANDSCAPE TERRACE $a• I AUDIO VIDEO CONSULTANT: • -- •- •36da<•IFlELC KFFT I , Energy&RESLhech CGnsuttant: I O I I ENVIRONMENTAL CONSULTANT. EnTRr PATIO A,dI _ p az 1M' • 8'x8'HOT TUB SURVEYOR: PorEF 0 I LIGHTING DESIGNER; I i I I i SEPTIC ENGINEER: I I nnprzFErPrcusrscra uE PEiTF TO FFEFucE I � � FePREFEFETSEo1ay FPLNFEFGSsmGCPnONSFOF � [NEn],]xEs�p UEE\iAFEOEr FFPuuc[EisRs<M[NF3J^'cnT _ - I _ Euz I 13EVarcPF % I I sc,v STRUCTURAL ENGINEER: CIIGN[fEwNCE lOFE I EerPu • I I /r ccxFlFNm PI6 cFLNmme. ,...Fc LAN'0.,CAPE = WnvFpeiuREs env.A x,.e..e:mr TERPACE -EET i / z:ves:-ae UNDERWATER COPING S INTERIOR DESIGNER: OVERFLOW EDGE PROJECT PARK ER' ® c - I PRCMITELL -- - PIf BN�i Yj R.,�1- Hn -SETnE 1 cvr I J (,� s J I PxuFP.ciuFEFS EPE�CIRuigxEFCF L Druce Nagel-Partners Arthltecis 1 svcm I I EnaNu,G DETPns,wu ONENsroYE - - I �;,ewc.rn„v.r._se. GC AUG 1 6 2023 � , o NOTIAS HOUSE FEFEP iOIRPET'LICE WNOFACTDPEFE EFECIMATUNE —— iw Southold Town FOF FF.WINGCETPBEPJS ONmECNE � Board of Trustees _ _ 450 Paradise Point Road -1 — -- - -- _ ® - — — / - GPENr muRrrAPD '-�-_ �—I�--�-1jI' IIIr-_i Southold,New York PV,S TITLE 'p�`n FIRST FLOOR FLOOR PLAN \ FI 11 I.t '.10 I flq' c NLFEaN+C�ER CTLG�ATEnsncFEnE r LwF CLCExG-SESpL0EF DrcORL t A110 ` 2016 . 6sUE INRFMATDN - _ No 0'm DEGLPIPTON aDY6. 51S -- WL]C pEBIGN FE`lIEW _ 2]UL]C 11lUPEVIE'R ?.U\]C HJ'!E ENEP..r SGL 1lEL'E PE�1dEN - - - to CCl 3v FPICING EET FPICIVG EFt,.FpPi� t3Alhn]_ FEVISMN N I ]t NUN]3 IEBVE RF CJNE1FUCilON Ns nuc]s xuEnNt I _ IMPORTANT NOTE: ' i The ArchOed of Remrd has net been retained Weresp—b,bty formlerpreting the 11 1 i intent of the mmtrudion dacumems.—W,,g © BRROpAl S'SDTNG 'I EEDFppN .. _ dunngthecofmc--phase undocumented 3 c.de W—­,d that the Archlted of � Record rs no longer liable for the wortwhere °j lu, sui.•zt s" '© changes lD these documents have been made. BtAFE00NN--- - SLOFE Om1N SLCFECCNN �. ----E— � 1 S = O J hN &t]I © t}4y0 ] o - e at 0 N COPYRIGHT O 2023 e=n:l:e Ano [LpgEr _— CxltE.iS ant tF.P-,A maiDiLLLPt..xtf l:E" r -]t_� 1EPPDOL'LTpN ML01%F:nn>h.exam LSECF Rot Hall Y'3E9' ]i0], _©+, Nti CPeA'In..uh a\�^aPitUri,I:D"Avic: � _ rve'wMT"••rP'Ca RN^tau a AUDIO VIDEO CONSULTANT:J j. _till I O Energy h RESchech Consultant ENVIRONMENTAL CONSULTANT I sEy°' 3.n Ja' - I� i li SURVEYOR: N LIGHTING DFSIGNER: _ ----- SEPTIC ENGINEER: II - - I EE[RCq. STRUCTURAL ENGINEER: <_ae�rMe INTERIOR DESIGNER: PPOIECe PARKER: b _____ arrcxrtECT 5f - P/® 8—e rvagel+Partners ArChitPGL A CG12E41 BJTtGNGFEiNFNu'x�x�pELDNF—Re TN BflF0.051NGHNGESN.®cODE :JLLEF� �� _ LONft1aNi Po0.Baft v V.iLx _ PUIECI t": NOTIAS HOUSE 450 Paradise Point Road Southold,New York pFA1\I'.'.'RLE AUG 7 6 2023 SECOND FLOOR FLOOR PLAN Itc - 1 e'gBz f Southold Town SEE-NJNEEF Board of Trustees --j Al 20 P filT 1:' 2016 _._ 65UE INFOPMATON _ ND DALE DESCHIPTCN DESIGN FfAE\l' DESGN PENEN' - _ IgNE EnEF;r SOL ISSUE PI,G?C UCTUFAL FESIEN �3 PRICING SET UFDATE 33JAN23 FEYISx]N1 LUN 23 45vE FDF C'GM1sipl&i10N 35 PUG 23 FULLEIIN 3 S IMPORTANT NOTE: _ n retained The Archrcea of Record has not bee - for Construttian Can[ratt Adminktratian,and _ does not take resp—lallty fill mlerpretmg the SIOFEDDyry, D Intent o(the comlruttio may be e—aeluding l i` ---SlOFEDOAM mak19the duatwnsasmae.; necessary 111119 the camtruttlon phase;undocumented code Wolatmm,and that the Archltett of Re—d is no longer bable for the work where ch,mg`SEE SHEEPAIln PoF\ -- FACEOFFpvISX® m to these documents have been made. OFA4 GEIN—Ala. 1 �� � F%iEFI0P We1L6aGW �--� a 5LOPECOWN-- TD—SLOPE DOWN 'CSI aD � y uwEDown' '�� sLDFEDowN COP'fRiGHT 02023 IPwm515PN965relCFSEm'L^iNe CrXEPPoF—OFell.rNFE<<PAxrnEPS -- _ PcxrcEcs>n.rue xR.IN au=wn*5 o 1-11Deh CPAN,--1 c�I'll—TOFTwI:OPAWP:a xp OL+xtFITTEv e—L IS hC.T A[tCWE:. —FACE OF R—E) opeaw BELGA —-- - --- --- AUDIO VIDEO CONSULTANT: r , \ CUas-1EDAL 1—FRAY.ES-7 ' WIIH INSNAT®¢AdNG ' Energy&RESDheck C.—Ita t: II ENVIRONMENTALCONSULTANT `1 Rele r I DOWN \�'i�.LOttE xoFEDwry_ PD SURVEYOR: --sLOPFDrn'rtI I SOFEDOVN— ✓0 F a.w• -sLmEDarry LIGHTING DESIGNER: SEPTIC ENGINEER: STRUCTURAL ENGINEER' ---L�iaPEr°cvEFRAT GERMF ex _ INTERIOR g - OR DESIGNER. ` I xoPEOD;xI—_ PROJECT PARKER. PCNrIEDT _� `SEESxEETAtlo PoP A _ 9 &CFE DLWN--� iD.� � YOFE[GWN ✓ N P/ DPNNAGEW MISAREP - e a 0-6 Nagel+Partners Arehft-ts sLDPEX. NOTIAS HOUSE I 4 450 Paradise Point Road Southold,New York 1�-"� ROOF PLAN -- AUG 1 6 2023 I SoIALiold Torun A,EF i Board of Trustees Al 30 2016 IssuE IN FORMATION DATE GESCFIPTGN 21 JA H� EF—G-0 F—E 3­4 05 AUL L2D SNE RNEA' 22 1RI.NN R.ImIrF V IN 21 r5SUE FOR­SIRIXTGN EF IMPORTANT NOTE: The k,hn—of Record has Na been retained f.,C.,,t,.a,.,Urj­Ad,jRkt­­and ....... d......1,respanslhllrtY for interpreting the / J r x ea I intent f -,lhI�h..-NI.— d.— m making modlhcations as may be necessary l,.mn,d..dRdR Q \ md, aphase,undocumented the—h,:, R—Nd.no 1,Rg.,liable f,,the­k h­ Li changes to I h..e documents have been..d. �� O! � � � � \ �: `"''� � els ON i ° y < 4 COPYRIGHT 0 2023 oFEF IRA -E G"a PAFi ­Q17 IRR!-1—ALN 117 A­­ AUDIO VIDEO CONSULTANT: k nF FIN­E Energy&RESchecA Co­lWnt: ENVIRONMENTAL CONSULTANT. Ggouuo,vs wuEq SURVEYOR: ._d -EVATION(STREET) LIGHTING DESIGNER: SEPTIC ENGINEER STRUCTURAL ENGINEER: INTERIOR DESIGNER: IROIECT PARTNER: lag - - BNPA I;� �CsC I. ®® o _ Bt—o Nagel Partners Architects 'r NOTIAS HOUSE 450 Paradise Point Road Southold,New York —INI,ITLI ID rh C E I UEXTERIOR ELEVATIONS Eon.or FconxG AUG 1 6 2023 A201 LEVATION(RIGHT SIDE) I -Board of Trustees 2016 MVE INFOR-011 ' ND DPiE DESfAIPTC'N D4T,WN kE1tEw . Slut zc DEswN xenEw roof e.wGt Ec.usuE .PM SGS AL•G l 51?u;iVP:t PEttcl•. 2�IUN:3 IEGIE 11 CO iPU0i10N X15 PUG+3 eULLETNI F DJFa IMPORTANT NOTE: ,%&.d \ d•t`-'n for Comtruaion Contract AdministraTory and 1 does—tate respom,b,hry for mterpreung the f Ih,otrorm as maY be necessartuding denngthemmtrumonphase:undocumented i O I ® < 'I code wolaham,and[hat the Architect of I � � gerordrsno longer liable for the wohwhere changes to these documents have been made. _- ---------_ ®_-___ ___ -- ma6 Roca Q• _ ► ► COPYRIaGH, 203 J nJ 1nFl p ry'eF SE4yL'e,2a PT / I !in I I it I \ PrxE PP-,iPE<n Seua h+GEt.PanrNEnc I � .I Ec a Prary PUP n+s e O � i. / I , O I ; _ �I I � I --- ¢..Y• ��;:trt�.,.,Pe.P�rsNG,P,��.EP. _ ---' - AUDIO VIDEO CONSULTANT: 1r mwG --a- —IYF.flIl GFMEa Ener&S REScheck Consultant R ROGP 18e¢•tx ENVIRONMENTAL CONSULTANT, eon.DFFmmhR ' GRDu�' SURVEYOR: 3 EAST ELEVATION(WATER SIDE) suag vee w• LIGHTING DESIGNER: SEPTIC ENGINEER: STRUCTURAL ENGINEER: fl•n-n 0.•ISP aaya`«:w...rl Fw.cmwG INTERIOR DESIGNER. PROJECT PARKER: . Y muxRocP c.i c.,,.s ¢ Fw co-, PPcxrtFcr Otuce NDgGI Partners A,01tects l. -. NI_rB N wr•Pm�Mttl .a d__Ec ¢.Ia P• Pinex ROCP Y FS mwG PCIECI NOTIAS HOUSE —, ` r? f^t ,CELL—� (/{/''t,,, jT� {�,1 _ i,f—[�-; {{��� 450 Paradise Point Road U E L fE ���� Southold,New York 9 pP+tunc imE 1��'!I Pv d et"MR00R� EXTERIOR ELEVATIONS t!( I�_ —Tan R.,.,•s! oFFd�;w'G GPouno aPhz Q' Southold Town A202 1 Board of Trustees 4 NORTH ELEVATION(LEFT SIDE) 2016 4EUE INFGPMAnaN N0,M-2, O—PTION rm-'W, . N k6l. --ee-ECLI L! Gs ALG.0 ETPi,CR�F:I FENFf. I,A3PI w cGTm FPIcnG EEr -----------------------' atJG]_ FFICING EEf UPGP'IE NEV6ICN 1 1 I JN:3 IEEVE FaF LGN;iF4:il]tr I S�rwG+1 euuE%IN S , 1 , , ¢3rA' mPOaaaF_ IMPORTANT NOTE: 1 The Arrhdes fR—d hasnot been retained 1 IF Tor U—dmn Contras Adm.--ion,and ¢i1'r does not takerespotsstbibtyformterprenng the Intent of the cen 1—i.n documents,mduding 1 I making moddYatmm as may be necessary 1 1 e®vara± $iFIF MILL donng the aaewa —m ton phase undocumented clatmm,andmatmeaehn—f 1 I Record n ne longer liable for the work where changes to these documents have been made. I _ LI FUltsxm I y A4P J 1 , 1 , ®1 i LNer�pwlxG O 1 1 1 COPYRIGHT©2023 _ PM1�nsrroU.Ew aEECPire.:u I P:FEon p:EFu4'HeGEI r PAFS!tEPE Y 1 , PPc+rttcrs aas,r,rF v�>ry Pu emx,. 1 I ,.n.oF; c arK:>inFt�r oxAaiu.F 1 FlNBHEC¢WF u w ver Pk re K a i r _ —__ RNaxrn cEkan�Q, AU CIO VIDEO CONSULTANT: 1 ¢hive• 1 , c 1 i tYP.Flx wnE? � I GeMEaoeY 1 , I � Enerpyh REGcheck CansVl[anc I I I I � I NISH RGJF efi.ee.�i -Fee.a 1 c I nouOF rconuG ENVIRONMENTAL CONSULTANT. GFGN I , 1-----------------------A SURVEYOR: BUILDING SECTION LIGHTING DESIGNER: SG4E„e•>tfi SEPTIC ENGINEER: ::Awt --------------------------------------` 1 1 1 I 1 , STRUCTJRAL ENGINEER' I I 1 v 1 1 INTERIOR DESIGNER: 1 I I EEGFCGYi 1 , I I 1 1 pRO1ECT PARKER: 1 i ¢FlffiR r a,✓cE __I_ Flxal®cauw , __ _ - -- - ¢•zrs AanurEcr 1 _I_ ,i _- B 'NP/® Btuce Nagel+P2r[nerS Architects 1 FOYEP ----- -- nxtwa•11'L'ROOF ¢ P+ebn 1 k �E322EE kl , 11110m CElIUG �mE>I sin 1 1 ¢•Ira fl! rF.C:E� NOTIAS HOUSE 1 I GPYE Fccu "' -__""-----" --------"" -"------- ------ i n E [1, f s ice!1 450 Paradise Point Road I I i .. LC` 19 �� nroP Southold,New York 1 I 1 31 t{ ' ax BUILDING SECTIONS I I k ' Ealrcu OFanm ' a 1 G 2023 e Fc¢.,... 1 1 1--------------------------------------A , EHEEr M1'uMEEr Southold Town � �o� i Board of TrA ustees 2 BUILDING SECTION 77 2016 scut:yr>rr RsuEwwReAAnDN NO DATE DEGOPIPIICN .i-L'L 2e DEEIGN-1A :1 AIL 2C DESIGN REVIEN a?!UI.20 —11 EI:EF;I EOL L.'SVE 5 AVG 2C STP.CIUFAL A- 14 2E PPICDIG AiRIC1NG.ET U4DAl 23JAGI 23 FEVISICN I e—fi R C015iFUC110N 15 PUG 3 SULLETIN3 E J lip IMPORTANT NOTE: The Archaen o/Record has not been retained for Comtructmn C-1—Admmistrat Nand dl-- res bGIGt for inter the pons) y pret Intent of the--d---d—documents.inclu11. ding making mDddlc 1—a,r may be necessary BfSFCOM P dunng the construmon ph—undocumented code wolanom,and that the Architect of ••• R—M k no knger Mable tar the—k he,. changes t,these documems have been made L,rOftPAA9,. __ nN6x G`,D n d P 4.M1y2' td nNlSHEDCELING = y0 F £H —necMI BAIxI BAms IeFAFY _ C L� C 10t COPYRIGHT O 2023 111. a PPc PP PCPn G.raPUCEIi GEL r PgmNer xnECtt ANu r�P PerAlr ALL RIUY.is t FEP>CDUC1000a 1.111 lanOY.s CP AV,u.Ee1111GA,.1 r ISxEC 0.00E INTxOG. m rP'-11Lb NC`e LO rEt� R ¢rao f ¢•loa' - NP.Hit.GF➢DE� wtx T Energy k REScheck Consultant: nN¢x ROJF earrcu of wonxG ENVIRONMENTAL CONSULTANT. ¢.ps,. a•t r SURVEYOR: BUILDING SECTION 3 scNE lr.11 LIGHTING DESIGNER. SEPTIC ENGINEER: STRUCTURAL ENGINEER: ¢J_ iOcgF PDGF -- — -IOP CFELLm. -� -,11 LAPEGCELI1. a•Je's INTERIOR DESIGNER. LIE I..0 4 PROJECT PARTNER: NI6xED RWfi <�v ¢acr o. 6 B. ITZ ARLHnECi BNP/® I Bruce Nagel+Partners ArchReCis I ET:'EI tin I_�N wNG li3 Ctaex Y.r..v Z I Eu:I C,cE'x Y JisA2 I ;AL4E:1 s L---- Flx5H¢ftIWF Neem.,n�nter lt,11 G:e M®CEIpG :�•:i EL-IY-II/B r.RUIECI B. —iYP.FlNc—, _ NOTIAS HOUSE 450 Paradise Point Road LE U { 'r LSV' ! Southold,New York [ .ay.IrGc mIE nax'ftD` BUILDING SECTIONS eOTTouOEw¢Gnw J G F�p,AR 2023 LeyEFl r;UM'vEF Southold Town A�O�I Board of Trustees A `F 4 BUILDINGSECTION n'.l'r• 2016 bSUE INFaPMpiIJN Da,E DESPPoPIIDN DE_W N kE DFSIbk c fR.H _ r�C�E C..EP: �S•_Y t PEIiEw �kh.ING.E"i.DP ♦ IMPORTANT NOTE The Atha-of Retard hat int been retained denu I,k,—Con bflftd,, ratwn,and does ttaker p mibilltyformterprehn.dh t of the mmtruchon documents,inclutl­ makmR—dwatwm I,I necessary du.nR the comtrun�on Phase.uWacummted codewolatw1I andtbat the Aof Record rs nc briger lubk for the,—k where �, _� 2 chanees tp these d«umenn have been made. r- 4 maim IL _ •. ar 1 1 1 WEST ELEVATION(STREET VIEW) ' l VIEW AT SOUTHWEST CORNER AUDIO VIDEO CONSULTANT: Energy S RESchttk L015,dtant. EN',IR(IAMENTAL CONSULTANT LIGHTING DESIGNER SEPTIC ENGINEER pX+ ! {L ! J $THUCTURAI ENGINEER VIEW AT SOUTHEAST CORNER t 3 N„tE AUG 1 6 ^^�3 i�- ,..a INIEHIGH D[$IG VEH 3 Sol WT- DETAIL VIEW AT MASTER BEDROOM ' a,,n,r f Tn;gteeS ! A iip rtHE --_ .-.mom— PR.IE(T PAIiTVER .ry • BNPA t 1 NOTIAS HOUSE a50 Paradise Point Road Southold,New York SCHEMATIC RENDERINGS 5 Noi iosv�E VIEW AT NORTH EAST CORNER VIEW AT POOL PATIO LOOKING NORTH A 2 3 0 6 ,iP su.E 2016 rssuslxPoRmAnax NO DALE DESCRIPTION VEIN CGPbL 1pMDPW EDf£---_ uETH CCPWG WRHOFIP EDGE-- _W%YLx000 FO<i SxF➢.i%NG __- i0P8GF�FW,iIwG _ DEBIG%F,E,11 ' --- m1'YLx DIGV Penes. -1--lee-a-iDPOF PP➢AFEi T' � "�-'- WIUP-E-EI-I-I TOP OF PAPAPET 'x '= �n c n �� sIPnEEF:EF R.1EI1141AFLDRSN FALEOF WHIGYNOAW li ST ."-IT PEYtENFRIcI'aLET RILlIN11 UFOATEOOFlNG OVEP iIFEPEO dl I.iELRRANE P -_ aIxSEUE FDP CCxSiFUCtICt.NEpANATbx BOARD RI Vf PEF FT,LWWW _ [S]r DlsiHlm At EYERr ' ° EULLEOYS _ col STRAP AS]G AT-..11.111) Y-� 1 °`9 - 511CAFIDFAFlEFASFEFN4FVGISCN®LlE "`>o�r - _ SND AIID PAFTEFAG RFHUAIDG S[MEOULE 'I °I-=' K NF'cxYwulLFvfRY arnsE Pete--- / IMPORTANT NOTE: ittPbµAT Uwry<PENRms eETWEEx RDDFS. The A^vhM1en Of Record has not been retained far COmIrUCliOn Contract Admm¢traVon,and Yf 0.rw0oD FOCFsxFATxNG does stake resppr¢ibillty for interpreting the Intent of the mmlruc-documents,Including dunng the cvl¢t a-phase;undocumented abng modA¢atror¢as maybe necessary OcpICELL EPIUY FOA4 NSUUibN1! LH'DR-LP 1f-..FlFE ELCCIING �^ OPEN CELL SPFAY PoAL INSNATOII IN POO FUYIJYTORA9VHUE an-AT OPENN'GS le-RDOPS; FODFCAwtt 10 Pi]VHUE code wvlativns,an t att eArc ItettD 17 Record¢nv longer Mable for the work where SOFFIT FlNISN TO VATcx FACE OF S¢'ttPE%DPWJALL changes lO these documents have been made. GNIDEVEREOOxEFHANG ttP. ("'M !a'ttv—0 E.—IN. e"T' «'FE1.TiREFEF tDF-15 FPAFT iAL6`BATitl .Iin— TUYEF¢OSEO CEU SPRAY FO4F Uwtt Z RAiAAib x WIiN YPWlW FS\'Hill itttiH IXIEFbR WFlI', - FNIsx ROOPUb 5 COPYRIGHT©2023 l: Lno-r,Ecn =P.,ov sauce"LO'c'cor`uP.- W_YPiJS PApWxiPAx2-- � FEPPCRUCJI'+hUM:�mMA iC.. e¢ON OP EOUAy SMw¢iAEEALEIIDPEGDPEOsmi➢LE- \ m�. -uAlnAOVIWEPxPW-]IGVUHwLEry IIYPbx;Wlix W.g `PGY sMUTUFAOGR-beeYS8OSFDCYN.111-11 SYE-FOP EATEFpF STOxE TLE na'S, 1151LATYx60AFD�\ �DRdOLUwTICNSIrvOU%x0UFtREOE0DRYEEx ROOFS, YNEFGOFl �xBEp AUDIO VIDEO CONSULTANT: L �y OFSVEFl.OR se _ ..-,?'r.•'""""' -_'"*"'-�_'"r_�':_.-" _"°:.v'`^'.x•_a``.'.�a '��: 3 `�I_�'�t _`J� _�1. _ ._ _ _` _-_- __-_ _ Energy 6 RESCheCk Consultant: TDOPOL-Te / __ eLss. __ / �'^ DFUTEwFRUt OPAR SIOPPAr.B _ _ _ __ (�����"`"'--�`•-�-�-�' (tES PSON NLSTP,.P SDNSTAlI®Ai EVEFv > .-FE-FOO-O.. 4 �SRLS AAD FAFTEPATTACHED VAM I®WLS O.Pr EV ERY I-EFlWI(TYPICAL 45FEP N+WWSLnEDNE FOP NL LEVELS, R; SURVEYO "P"N x]scgx]xuRRbu;E - _ _ __ -L' 9' 0-ATHi SPBAF FAFIFFS ys'ttPE-x DPYWAu �P W Irt.VE0.YN9L0 W TOWITW M `: IttP<� ___ - --_ f AUG 1 6 r ARI IO CPEATE PIPE z� LS'CRYw'Hl LP Yf0.YW000 gREKGCI _-_- - --_ p ittiF4 AL<awTY<PEMv6BEnfEEx ROS., �,��. � LIGHTING DESIGNER. Cpu0told TOW 1 e8 _ _-- - -- Board or Trust as } LL SEPTIC ENGINEER: EIYFECx LCLSIF➢FCS<L 0.5THlEC Al BEFY- s LL,AFETEELAE F8EP ICSTFUCNFAL cctbFETE SNC AUD RAFTER ATIACxECWTM ICO'➢NLS <F➢wwGs FLP O:PoFVApeNPe,O FFEAv pFAWAGs FGP IxFOFLIAttxPAC FEfI.F 45 FEFNAyFy S[B®LRE � EFRYXATbA$ ����FEFEF TO CTPLCN H xcFeaRs- �^ �RNSRID Rc4FThb - STRUCTURAL ENGINEER: Fe-FLceFUG em ,1 FEFTOGTFLCIL'FK CFAN , ^ c•['e.,= e'+^.<,F: EISCNIOF EOVAy IC.RISi➢SLE FEDESi➢L \\ \� ,M1'WAFVBOIFC-S FHW:i PANB FUC FVYAFDSFIpNNrFM'EL y1j isS yM1F r::x iL'FH LOxGUEArIDGFCOVE ^ GIFUCN'FAL IGNGLE AITGPOGVE �Su6RD0FING SYSLEV v.to wR ' SYEtFY FLP IXIEPgP STtn'E i6E $ SLBROLFIrb SYSief s101rtnEFAVEFs / STDNE Is.-s / INTERIOR DESIGNER: LAC ..�, + CFETE-Ox-EE CCK'FETE EUE ON LaJOE 'E.-ro LRAP!FEF RAhi i4UFE i0 CFFN fEF NJ., TOF OF SUC PRDIECT PARKER: TOPi I c va_rc F ci vAB _-- . ^ use FNSEJ.BBACWSTAµORVW➢L _ __ � qq - CHING-SUSPE,S6`SYST811GF EGUHi 6 cEYWGSEY&fµOVslbµDPYVJ.VL ARCHtiECi ■r® -E - I SFflN®SY.TENlOP EOUHI BN. �® `-CLVPAOTEO C � i.FlPEBLOCFNG `CcufKTEO rF,FDE--_ r.FlF®IOCxNG fff F-n BPn lxsuumx 0 a-ita a-- an Blit ULVMTx3N _ j /// DAYPPRCDFlAc➢rb SHA.wT i /��aTOs� BTYEll'e Nagel+Partners ArChRects PFOOmb AUD SE-T / :v.E-FFAunx pp I' 1"-enare-e CNFA[ELF FOVI�A1bIIWN1� -� FACEOFfOUM10ATI0NWHL _SGA] c cn`A I IlrirecxDFADDGE-D Ox FFCEOF PoUADAibN WAll w,sn.n FunLNI t-1 to \ � g -__-__-_ __ t0 F. CFHNAGEBOARD I- n'zi \ 4. w rRCIECT• CH FkEOF FOiP9A1bNWALL 'L < __ -__ -- - E RCEWNRE ROOPOF IsEr G -�-- I NOTIAS HOUSE PoFCEtMIitE RGOFaG Ox IFJelrb _ _ �DWFGvrID HID UVEFOF1Nr¢ET DYER OF RervSEi I- y FOLRID NS t, _ I �Siw WPFYBDJJ+DS WCW:TPANB I SiFu T-TeNGUEUIDGPPJDJ' / NFµiGJGVEHT GNO<VE \� / `'AJE-BOOP GSYSTEY RTFP FAHFC \ 0. -FLOLRIIG SYNEY FILTEI FOBRIC 4 / 450 Paradise Point Road wwPDAYPPPWFNG wER TOP( j- V LELwn%swFD APDAUF I NOIL AFD SOU1h01tl,New York OF WON&yM OUTSPE EDGE I FAOOFlNGDVc TOF EEMTSN SLEREFS w4FPo0px0AFID OlnsbE EDGE SLFEEFEPS OVEP OF-IF,TITLE 4-EPS MEP [Orb ETESUB I E< WALL SECTIONS u¢aY➢uFGEGFAva- \\ �_ �'encFE,E<.suE —GELRA DFAL� - f - - Acu.PEFFDFATmcgxxFeE- FEPFCFATfl`DFaxceE-�, � EHEe NDIAeEP ���RFETAFDEFDER - A.—Rem OeFETAPDEFOVEP A301 5 C WALL SECTION ' A. C WALL SECTION GFW B D 2 fG V B D srxE]Jf=rnPIM17 IC 2016 ssuE INFaRrnAnax xo. HATE DEswlPncr+ tf{' LOFNE[ .LL 2O DESIGN RENEW o3 ALG EEE .—FEVtEN 2D !xE PG%SOL—E sTPucnF:t HEVTEx <OGi 2J FRICI GEEi a eUG 22 FRI41'IG EEi UPDATE HENGICI:3 J�N 55UE FJP CUxSiRU.i1^.F 35 POG 23 EULLERN 3 Doan DDaA 702A t0y1 IMPORTANT NOTE: The Atchft c of R—d has not been reamed F 004A OOSA M- 0058 dce:neattak,�F p ,mb mforlFde,—,ghe Intent of the mmmuctmn documents,mcludmg makingmodd,.I..as may be necessary donne the mmnuttmn Phase:undocumented code ylolenom,and that the ArchR-of Re ud Is no longer liable for th.—A where -- -- changes to these documents have been made. "u, COPYRIGAnv02023 u IJ .1:on.,vtPUN*,eF1cnll:_PNo ' Pus♦acEl,ageiNEFL :elFtcan3cs cP e3E e= ixP.toPywaxc wl Hoot xlwin�NaP ,A. ..TA w . AUDIO VIDEO CONSULTANT: - - 104A 105A 103A Energy 6 REScheck Consultant: 101C 101D 101E „::,..a�: ENVIRONMENTAL CONSULTANT. ca+nER 4 r.r -------___ SURVEYOR' LIGHTING DESIGNER: 106A SEPTIC ENGINEER: } 106A 101A 1018 1058 STRUCTURAL ENGINEER: INTERIOR DESIGNER: PRDIECi PARKER. ARCNRETi BNP/A Bruce Nrch, GmEPp1 NciEG Ei�LIC 1LY CM1+,Ecvrry Drne I ILLUMTS III bE[FFTFim W-T—L4 NEEi ZONE— EPetpug+ .SSe2 V®FEWIaENENiB Ii1vEFEPo55®LE UN1E10 HAVELVaI(i Aim alFALi RAim IUWE�. aPLLF'e 4E A'.a��Svert W1eSPA5 TU EEPNOCIhllKWWIMIIttX PoW➢EP LOAim flgSn 4 IT LFAGi DNEUNtINRBmPWNxA5EEENC—TUNEST '_D—REG IPPENEMS gUl[E IXEaFWI1E0T W.E IIOL 1, 3325501 BEATFEI Gl IO FEwEW S1EC01AnI0 R 'GRAwVY,S ue-u6elwm W.RFF G P COMMON-SINLL ASSLLE REV ONEPtIIy FOP VEFFYB.GTMiixEW11IDOLV SBl AIA¢Pis OPENINUSVEE OF ^PCIE�'i TRE4xJ5ENNANUFACTUFER INLLNEEi EGPE55 PEOUIFWEMS mR 6FGER4y EWAPE -'--- NOTIAS HOUSE s w ssllrnlm CHCS rxEao<_EsnNcx.Acronuwrs � �•�–� 54E5 FASmoNGEREGLxOEENBYINrT—E—l.T FFNm ID k>�,-- /// E'—, BY IxEIUM1VFALNFEFANO PPOVAm i0 tHE0.0EE5TONEN_sAN N ��.'� E O �� 4KlEDc0WMNSOxmuEA—U-BEVFnmm unix ixE 1�--t ki 'S L tsri{ ASBuercoM1AIMNS PFA-is FFocuFmmT .-.-_----------- 450hold, Se Point Roatl Southold,New York tOBA 1088 u.aN uFAiTwFmucocl 11 rma 5n��aDFeEr,ER AUG 1 6 2023 � WINDOW SCHEDULE --_— ILLFACiPF•_•S JF EETim- ------ � U I Southold Town `-xEFI xur�EEH i Boald ctTrustees A801 2016 Issuf wFORYAnaN N0. DAIE DESCPIPTDN S:L'L ZO DES+GN FEYIFN 11L'L20 DEGW4 FEL'IEW C6 PEIIEIt 1<CCl ai cFiCf.G GET F•lu Zp FFICVJG LET-TE 101FIJ E3 FEVIGICNI Z]lUN 33 ISSUE FCR CON5THUG7I0t1 SULLEn"11 IMPORTANT NOTE: The Archhec+of Record has not been retained far Constroctlon C-1a Adm oC,ation,and does not take respo bibty for Interpreting the Intent of the construction documents,including 109A 1098 _ ma1ong"'C16 nerrs a:Inas ben ,sary code­I.—,and that the Archt nuted of 110A Record rs no longer liable for the work where changes to three documents h—been made eit"el- COPYRIGHT AN O 2023 � IN �s.1 ".:^V.`E°a>51�EaL —loN-Cincin2NLLPAM1,UiEec E C L�- �' PT�GPAmP,PiFTx1:DxPJNr. 'gym" a"'�--^�^�} nOpi NFIiiEN:•vFOvfLI. CYF CwEC. $ 112A 114A 115A N5B I) AUDIO VIDEO CONSULTANT: „5A AUG 1 6 2023 Energy E RESchech CAnsultont: Southold Town S _ _ Board of Trustees-­j {ISI �­j ENVIRONMENTAL CONSULTANT. I I SURVEYOR: DOORSCHEDIILE ,NtbIx ANOxDGNr PEF11ESExTFwlsxEvoF'Exmc, h ; YN,YE uANntt W ---SOF ttPE T NOBS c'a u,r�P 203A 204A 206A 207A § oo+ GPLE PDouTC FLENFTM rec 1 EusnxplvFEuxx.xowcFA """"`^"`"""""'a'6 <�tE [A1,�POMIIO6i0F,GE 160 �� GSLE Ppam6EDFocu1 __lEv _ -- - _. LIGHTING DFSIG14ER: fa6E BEOFCGYZTOCLOEET lEy A a a GrYTG Wlx1 0 40N 1 3U N 160 44N WWROOYTOM t 06 N IEC C �441F —_ — -- — —__—_,-_ sicwrtmufa•exrcu _ — -- TLNGETL GAFPGE --- --- TO SEEx0rE6 YEOOFFCBCLT LGCMMMPnEPE]P THUY9NFN SEPTIC ENGINEER: TEC 1FL _--- NwGFOLY TON•LL"IF I ZI N _-- CPGEO Cifl.IAG — f[8 tIrYJ+R'v ICCw6Er f4N IRF.AFrlp PlrN6 lED 0 STRUCTURAL ENGINEER, fiAlx itp 0.C6ET 1 W [PGEDOFENING 6ECGC<Y6i0N1Nf --- --fia ^•• - .."oW'.C. n0 6 'ke ;::ip fE➢FCOYE iFL 0 .,. e .n c-.-r avis xPu+n usmcFww _ _ .+�,.E•ir _ CiP xf Ifv➢:GFOCYl0 xI1CNEx fA 5fi� A. M6EOCPD,wG 1Ce FANYrFOGu iO FPCxEu N NA C] POCxETGOCFs-FFC\'¢E I'ERIN@i0P Aq0 SwEInfPE FOCxEI INTERIOR OCSIGVER: nncxfxip tuDFxu ss ussopPEN'Ixc ALCACCY Ip HPLL"1 % CASEDOPENING x+un]loroaEAlxI uuNCPr usEn ovEwac Itb UN[AriG WPAGE - SEExO1Es AErEDOFFf fpLT LGCr Ntix WTEPAP 11NY3NFN c+RAGJFCO°R ,FnTAC PROJECT PARK!ER: III 209A I TP 210A 212A 213A +++u f3P.AGE oEEumv u e� rev xOlEs xErEnDEAc6pL1 LCLAWnx lxovs NFu F�wc.,st Lr OWIIEP"I 11 6h lE0 I 0 I1>A ROEEi' 215A St+ SiPF+xFLLiO ELEVPiOR 1F31 __—�--__---- RCMIIECi L!A SRiWGFCCYTOEEW00N+ :: N iLU 0 Y;roPF NA N _ P/e -AEA T00[wGET k N cEA snPxeuT fEDRpout N ,TED V-0CY]TOCLGEET rfLA Gruce NCACI+Partners AFCII-Cts LO BEOPOGY] Tbp STl'1Cw -- fiE➢FOL]TO FATH] — _— TFD - B- unrai Dn.e DIA BfMCOY310CIL6E1 — ______—_ _— —__ .n;e CusC.w tea r.•_as<E U+]A BEMOCY ITOEATNI 160 0 -AyEr, 1 EO N Z+N xALLZIATp BEOPDOY I 1 3: N A. wA CF6ED-INC - 6_h'a�n Sven _—_ _6Tfff xPLLi0NALL31— --_--- N�. —__y_B___.--_— Wt 11v:r"111571 ]ta Oe E11Ar 6TA1'NALLlO6EDPJONE lE0 61AGWLL104UxDFrIt160 a'a6'I•�^ ,Pulcu, —._--_ __—__— -- __—__ --- - --- -- -- - - --_------ NOTIAS HOUSE 11sNL AE SETA RTA SETA 1uPvrJPFE S- 450 Paradise Point Road 11- H—p C1.61—A oTm"ARw­FEP Co. Tir,uR xlxcEsfsPvcDP Southold,New York 12; wxeI E Aa CF I2,PNPwNGE6FEP9"o'OLOP Y,PAq NwGE6FEF 96'DCOP LEVEE NPNOIE-P+GVGE NNCnON IEVER Wuq£lAl IOCr ANC EYEFC£xCVFELEJSE-FEN Pcxcnw LEYEF x6xp£iCVYN-, MOPNpNx1EL COOP NOF ".A YOUx1 MCA S1W 1OFLA]vx1F0 nU5X W4wETlC OPFALL .iT li Co.-cx A1,w,'Anc_Er D= EvuPYwxnG vvDP nGP WINDOW SCHEDULE HfE1F#CE NTESS'AtrOCOPNWpY+FE UFACEP lcAMAGEF EGppuGEwMCA; x+PcwY6E (CONTINUED) 301A Fwaxrrt6Wu-P+ss•GE Nnrnex Fwsx facEPuu-nssaeE Fu.nlcnnPEP DveF; § I PW GN 90E WLL iLUEx EQE NM1l11 PEF OCCFI I iE,1F+[n GTLP6 PEF DpOF 1pFEN CCLOEEO FO6nICN, R,wICI STCCFEPG FEF OOOP�OFENIA'C CLOSEOFLGITICX, NEE'1.0 V DEF A802 2016 DarE Esc .N Dimensional RequirementsGlazing in Windows Safety Glazing IBC Fall Protection Requirements Limiting Sash Travel Minimum sues do NOT Provide minimum opening Why Is it Required? 2015 IBC Code Section I015,8 Window Cip-nihill,, 1-d o-1 ASTM F20W Vent Limiter Hardware 20'W x 24'H-3.3 SF*5-7 SF rlC'-Is 4.1;.1-W-Ing DvveoVett b>zn'C-1-1 Pion-Safet,COn't"n— R 1 3 w.i, hartedo.I- •- ,cpsc a,it e•mc Con--P P-.'s,,f"' -and-fall,,ane-Mp" Clea,Open g D,mehs,ons I,"- 'ass fa-�d-ll.nI,,—tl.�ooi,'.ne IMPORTANT NOTE: t f-r., Of the nt I..,.-ble The-hr-If i has not ki,,.1-1-d -d..¢-edln-v 11.1 12 for C.nt;,d,I C.I-d Adn,--h.n-d 20',vii It 42'H 5 SF -h..0,,e avlanc,llhs� d-not I,mp-,i the in h-i could t., It, -f. -0- o'- -rn� It-If thl,orv--n d.,.,,nt,,i.rl-ng oe-g I."""' I. ASTM F20M =,.-ro,d t at"ri(t�glrunng CPSC 16 CFR 1201 Paoii I and 11 -I-n-Idhno., -th-M-1--h. ANSI Z 97 11984 fi'in,hedf�" 11-dsane k.-I.,lh�-1, h- than di,r-nt,h- 35'W A 24'H SF Interpretations Exceptions to the Rules Types of Safety Glazing Residential Fall Protection Window Opening Control Device Excepti- h.,is Window Opening 1-11-0- ning Control Device(WOOD?; Applicable to both IRC and IBC ? 1 E-'no-c g A Id ­1 v, ­r.a -f ll,.i itla-.g 34 AUDIO VIDEO CONS1.1-TANT: 38 ni-E"',r-T',, I not hr n-m p gta- E-1,I PEIrIeok Consullanl n,1, Al ENARQNVIENTAL CUNJSULTA4T Exceptions to the Rules Where Required? Glazing Adjacent to Doors Residential Fall Protection WOCD Examples suRvEyok, 2015 IRC Code Section 831.2-2 Window Fall Protection t,.,c ur­iio"­- .1-C, 1­- a a A 24 Where the opening of an i IGHTING DI-SIGNFIR operable window is localec! r-"'­,ri'ognr g.,ng more than 72 inches above Eacepitio A the evIe"o,fint"he ov, as at surlaf,'e below then the to-,oar,ofmr*in,,- sh.11 .hh-o.hi of 24 Fp( ,Dines above the f-shCd G floor aa� A W. ---------- F 6 t� -a, STRUCTURAI FNGINEFF Southdd lown Glazing Adjacent to Stairway Landing Glazing and Wet Surfaces Where Required? IBC Fall Protection Requirements Vent Limit Devices Boal J,of Trustees Etoceptions - I PRO)ECT PAR ER '"53VC Se,,oh 2406.47 hoo.-, 'M al hnrt- 1-111ne P— aorroNT eanw 4W# EW ad� BNP/X 2015 I5 �08,4 7 K -- b ­d -11A7 J- Where Required? Glazing Adjacent to Stairways&Ramps Exceptions to the Rules Windows Above 36' Putting It Together NOTIAS HOUSE 450 Paradise Point Road Southold,New Yolk G. Irt- -I-"W 901trig 7 7 6C Plane Of he ad-- G11114 -f- f4hL -ps. Exceptions, I,K Exceptions: WINDOW&GLAZING ofastaREQUIREMENTS a: are,I a,.18-he, uIft I 'Ir Un-- In,-1-g-q- 7. Glaring 3h mit les or more 'i I.I,-t 1 4-0�naa-d' L L A-.-, A830 2016 --- — — 6511E INPoRNATGN N0. DATE DESGRIVTON c]:1.3G DF.T1Gx FEAFM1 .3 lDL 2: DESIGN FtVIEW UCTURALA V�ISGVE 14 ICT 2C PLG.�C SiPJC1'I FelYklY FRICING rET rPI[It G SEf—a71z 1a`.A;12 FClLSKNi SVE F.F CONFiFU:iIOt. e euuEnN Y IMPORTANT NOTE: The Archden of R—m has not been retained for Cnnirdl Cont Iact Admminratlon,and d--ca keresPoralb0htyfurmter 1t119the Intent of the mnstruni..documents,lld.dit making modd—l—as may be necessary dunne the m—a— undxume—d code vl,bt,m,and that the Archrtea of Record h n.[anger Liable for the work where changes to these documents have been made. gti 3 3HIGH FOOF Rn -11: IkrH13 3 1 F y 2.i 21 `71 lit 2. 21 \1; COPVRIGHT©2023 _ �qr.e=4'I:s'FuvMr Of teASLE me i C 21 12 21 a 2 1 I; I: 2 2 I; i H I M t i H :HAl12 I FVE>•.^f s�urc•.sGE_.a:F;xEPs .eclu:ecrz oxo*Ye emu�A "r— H DRYER (WASHER :C C ;�C o III R>x; cc nK±a°u r:ceawlao I SINK C TOIL�T1 LAV.1' LAV(' TOIL LAV. 'LAY.' —� TOIL TI LAV.1' LAV(' i TOIL LAV. LAV." fxmwFmEnaraFov.:c Noraua•.vcL 3 I I 1: I: 1 c I: t; t% FLOOR DRAIN i SHOIVER I: t z 3 t z SHOWER I t I f;' SHOB'ER �' HONER AUDIO VIDEO CONSULTANT: 2ND FLOOR 2 2 2 2 2 2 1 2 2 1 2 2 —2 uluFY 9 turn eArx 3 E 3 PrnwEF 3 i 3 3 _rt_ ecrxs U13 nergy RES 6 check CDnsullanc 1• 2 2 2 REFR. 2 2 22 ItZ ,C 2r' / 2i 2i 12 fLE%FIPE I, I � H I 1 I ENVIRONMENTAL CONSULTANT. DRYER`U�"WASIHER'i ! � 1 I COOIROF + I ,SINK TOILET 1 1 I' i{SINK TOILET LAV,ITOILET I (.SINK SINK LAV. LAV. TOILET( LAV.(• -LAV. BATHTUB LAV. I= fi SHOWER t- t;, D/YJ I / I; j' 1SHOWERSHOWERtiliISTFLOOR 2 F•D 2 I 2 I 2 7 1 2 2 2 2 2 11 SURVEYOR: 3, 3' I I 3 _ _ 3 _ _ _— 3 3' 3�.—.—.r,—.—�• 33 c.G. '� Co. - c.D. co. C.C. CO. 13 ' CO. _ LIGHTING DESIGNER L__ ' I Ili 1 l- 2 2 I 2 '' 2 _'I• SEPTIC ENGINEER:1 IISL i'H W.H. BOILER :t 1 I - t4-1.1LEr' I STRUCTURAL ENGINEER. TOILET IAV.( .( I l=ate t� 15HOWEfl ti BASEMENT2EJECT. ,..,..�.,. PUMF INTERIOR DESIGNER: EJECTOR PIT PROIECT PARTNER, AFONREDT BNP/ � Bruce Nagel.Partners AchlteCts 5tt'LK -re;=eve Ca:.G• t2 k1a•n seen r6�lmm 1EE- ^ �/7- h ( �,. iq-E �--- �' NOTIAS HOUSE •----�--���T j I 450 Paradise Point Road ? Southold,New York I UFaNxlG ilrLk At1G 1 6 2023 PLUMBING RISER � DIAGRAM —A�s Southold TOWn e`F Board of Tnistees A85O POItIT IC 2016 W I — aES PrON DE;WN kl— _3 JUL 20 NOM E EI.Ep5•SoL-ue 4•-0"IEn(h of •)box nails from CaL'Zo 1-1-El FE\IE\5 tmor�aral.1 oar.ar eac swd 1 r T31 r is BPB-ixte4 al"Ez a"u wars of to 8•diameter maximum hole for pi Cs Ch 8r. Load from above Double joist may hF 1oslru:o<t=_ I¢ be 111 iwhen L rin*ced, edaII LeuE FIR—T-7101, spacing ash —ciui1 k in IMPORTANT NOTE: Attach reinforcement to as The A.Z.of Record has not been retained 'p Dist t and bottom LSTA18 strop wired of require 1 to, p req for C°ns[rutlion Contran Adminrstrati°n,and Il �es"with Pde.L2amrr H65 ith Slopes greater 2z4 m um does not take resDomibiliry for interpreting the n both eon. than 3"per foot I eluggernaneclo".pq splitting Squash im overhang. intentoithe e0m[ruchondocumen[s,Including nY to minimum end blacks around m.k,rgm.d4-honsas maybe necessary distanceUse 2x4 minimum squash Mocks tdonnethecons[runlonphase;undocumented t transf r load from above to hge code vi°latl°ns,and that the Arthltea of 4'OBe• Foce gra C$ bearing plate below O Record is no longer bable for the work where "p, sop• ATrr eo E2 E3 hor¢o tot Vorioble slope gist hunger B changes to[hese documents have been made. 000. 000e Lw ._ •p•o4 a esti H6 tENFA Rq,. EXTERIOR DECK go oo, BEAM TO BEAM ATT FtVT �", eau. BEARING AT WALL CONNECTION Satre thinexterior f 1 y'�� n.¢eraaee heahing Attach reinforcement to Dist top d bottom Trus Joist rim board 2•minim rz jOI tlrasawl;hro°r"n c Be)(2 r blocking for p EYI lateral support 2"minimu l�lemgtha Floshin dr of`Es,beth..it..1 Ea .. COPYRIGHT©2D23 v. Treated 2x_ tic r:ennn reF n,�utLeFsaS,r,ETus ledger -eomrlrr toy e.nttunnu Mn erinm x.>Ricros iv w 0�fe'ang Trusl uctlpn vc:6 a; w lace Joist r nN,u•eoDunt nFa=nNn11in- S olumn hangers board m " "out wr.insN erpsovALi1 rvoizL owEr. x•,. ES E6 maximum LI L3 See current Trus Joist literature LA Allowable rood is 325 lbs(ASD)and for framing connectors 515 lbs(LSD)pee—t.,i.s eat AUDIO VIDEO CONSULTANT: ")box nails from each swd fir T31 a naayr BEARING AT WebBEARING AT COLUMN stdfeners 8"diameter m m hole for CONCRETE WALL ` xnrs requirede h bt. zor Eitel®'a'REScherk Consultant: HDU Timbfy erStra11ornc?LSLL or side at 1W column capacity and beam - _ „•,t>, bearing length See current ,ao�' °•°O.oti — Trus Joist lileroture LSTA18 strap required at 004:0H65 'lh slopes greoter �bao '"6;•,. - than 3"per fool ENVIRONMENTAL CONSULTANT. Trus Joist rim "minimum end board closure distance Variable slope joist hanger SURVEYOR' L6 E1 E1W L4 Protect wood from direct cont ck6 T with concrete Nail Trus Joist rim Attach reinforcement to °•'•"'° """.3'e.s board to 6lockmg with joist top a d bottom BEAM TO BEAM Trus Joist rim board for shear BEARING FOR DOOR connections equrvolent Flan s wio r°en 10(2 CONNECTION blocking between joists).Field OR WINDOW to decking schedule "'�""° r BEARING AT WALL trim to match joist depth of HEADER LIGHTING DESIGNER. Blocking panel between each Trus Joist rim board outer edge of wall or locate on Strop ode if to or blockin for wall to mot ch joist depth p per p joist.Nail to top plate with lateral sing plate is not continuous connections equivalent to support over header decking schedule. I I I I SEPTIC ENGINEER: 1\, 12 len�ih Pr 'eel E7,acts•sis M EB OT-.�n TSP I czimum cllowable V-cut IITS�I' ace mount 1 "'-"--^'---------_--.._- hangerSTF{-7.CTULt�t`ENGINEER; ••�� olamn c8mrise¢ijT„� P�� maximum LI L3 See current Trus Joist literature $B SHEAR BLOCKING and VENTILATION L2 •'gyp �y E7 EB O O for framing connectors O HOLES..Roof Only O FA INTERIOR DESIG?LS,A'A CCIVMO\RA--LR STRAF 1 6 2023 PIPIPIPIPIPI tFUT,E PPLC SILOS 10 ANDF'fAGEfi PRDJECT PAR SoUtholdTG wit"M..�„ 5.E_A 9,`RAFT-R$TPA°V Board of Tru e = I . / nchf�EL� / - BNF/x Bruce Nagel+Manners Architects �Iv RBr ;.FR -H'_ BA e_Npn_ta rt LUL l ------- -- - - ------- -- ------------ _ ?-'S'6 FFR 7'1 f:'•SH=AT"I IG `1 4 7/IG'S:R"HI\C rF..lat f a. 0: 14 II{r17 caucus WI"h 3C T-MVF or C'JMt10V I.ARc COW101,HAILS SSA15X7 6-E-L 6.12 NOTIAS HOUSE S'NONG-hAL_FAV_L \� , 450 Paradise Point Read / Southold,New York - a -- cc>wr.c m[E -- -- -- -- — -- GENERIC DETAILS •I.1122-Y=A GA3ACC 1 -------- - -- - -— IAIV AILIA V_A13LF.-� VIN MLIA NOA-ER— A73.1NGL_EACH SI`- -`/� '-I-�.U_IiCICOA\Fri D-KIN`ANO JACK .. I --CC SI J_> .IOWI1-GF X22 OC. =K- AN,,PCR C"vc JA V!SI_L LA-FAL F3IT t 1' J- --RESTS-ANCE AI Si_'A:WALLS STJCS SIfCVrV%CF SFF WINODa JFLIZ Al IC ICF F.01 TS FFR A'gyF1RWALLS AEPWIONA1 VFMI=Ikl MAY 6- --1 RLS->I1C- FEOJIR-D FEF W="M ao ric\AI vi-Md=RS May n" TABLFE 3.730 ANf•37.i= FLP VFCAI a•IEE':,uV2EF AIC A900 1-11tIT NC 2016 III— TOP PLATE SPLICE REQUIREMENTS 6.SIIE INFTPNAAON ULE NNIING SCHEDTABLE N0. OAIE D6cPIPRON •1N15 SCHEDULE YEWS THC CRTIERIRRM FDR A OYFCMTABLE 3.211 ELDETf2D QSGh kENEW TNFEE SECOND WIND DuST SPEED OF Im uP EUBDL!C WNYUA1 sPUCE OtiKSI.kEVIELA' ROOF FRAMING DRA 6wN( ) FNG HEF3 ME D:EP•i*SOLE UE TM 1z z is-T�c F.1111 UFALkerea I++Ew Rklnvc_Er JOINT DESCRIPTION tmN BPACING IS 3 FASRNpsvp siPAlE FP �EEr uFUtE RAF1fA TO TOP PUTS(roE-WJLED) R JD d UYA-123 LFRL^N 1 Ei 1'JN 13 's EIR CDA6TkCCION CEILING J iT TO TOP RUFNE(TOE-NAILED) 24 d CERING J06T ro PARALLEL RAFTER(PKC- ED) 1r*°Sa1mrAPAG ucKr` 3 PLLLEnx S OBMG J06I IAP'OVER PARTITIONS(FACE-RAILED)COLLAR FIE TO IFTER(TOE-NAMED) N PUTEs Ie,BLOCKING TO ROOF RAFTER(TOE-!AILED) IJ'w" IMPORTANT NOTE: RTII eDARD To RAFTER(END NALM b ' The ArchRM of Rewrd haz not been retained WALL ING �' fi for ERmwamn COnsaa Admte6 ti.q Td NUMBER OF 5fi 'D IOUSFnYSYPusrcwm KEr does not take respor¢rbdI formterpreting the JOINT DEBCRIPAGN COYYOR MALS NAIL sPACWG 6p 12 WJOD IntentO t ec°rWtruaion ocuments,rncluding TOP PULE ro TOP Puro(FACE-NAILED) 2-160 PER iWr n• Id ' r'RukR making moddreatbmazmay be necersary SOP 14, Ai NTEASECTID�S(FACE-N UD) A-16D JOINTS-FAC"SIDE REFamrAN4ArnaeR dunngthemmtrudmnphaze;Undocumented ND TO sN0(FKE-NULED) 2-16D N"O.C. ED ° codev IRT ns.aldthPthe A,hdea Of HEADER TD HEADER(FACE-NAlEO) 160 16"O.C.ALONG EDGES 1, TABULATED SPLICE LENGTHS AESUME TOP PIATE TO TOP PIATE TOP OR fiOTroM PLATE TO SIU.(ENO-NAILED) 2-16D PER SND CONJEOR N USING 2-160 RAILS FEE FOOT.FOR SHORTER SPLICE la us smut/TE JOISTto MED A NRA Record¢no knger!table for the work where aci PLATE TO FLOOR .EA_.. 2-Irm PER FOOT LENGTHS rHENAILSPAGM:SMALLBEREOWECNGRCERMPRONDE �P - changes to these documents have been made. ENDA 6 DR ELOONOND(FACE-NYLED) ANEWtYAtENTN...F... FLOOR FRAMING �mwW.r Rp \\ E D Aaem�J ORa V.-t"e- MOOKING NUYBER OF Z TAPIAAIEOSPUCELENGTHSASSUTAEABULLTIMGLGGTmINE]POSUREBORCJOINT DESCRIPTION COMMON MALS NAL SPACWC 1 TOPFIATESSwLL9EAwNMUY OFETWGMOEbAIERYL _ mar�P'FssiREmFfRDP°SrJ06r ro SILL TW FIATS OR-DER(TOE-NNLED) 1-WPER J06Tro (TOE-NALED) -BD EACHEN7tll BLOCONG TO J06T(TOE-NALED) 2-0D FACH END Ow re'Oc RAJ_ F TO BILL OR TOP PLATE 11DE-NAILED) ]-160 EACH BLOCK LEDGER MR TO BEAM(FACE-NULED) 3-1W EACH JOIST ON LEDGER TO BEAM DOE-NAILED) 3-8D PER J0 BAND JOLST TD J06T(DID_—) 3-160 PER J0Dr BWD JOIST To SRL OR TOP PLATE -NALED) 2-160 PER FOOT ROOF SHEATHING ` F ` NM ELd*RIFm 1 NUMBER OF — pFx aP—EATmFDT pOPYARIGHT 02023 D rH;'tP•^GOFFER, b ..•••• FBFs F s FENCGomYur.JrnCnIVY.Fl:I Jr SEPVY-i W JODJT DEspNPWN COMMON NILS NAIL—ING R _ $R OFFS RAL PANELS U TCECDa R1wFOD E�'1j`F RFVEPm4exv+RLW6 EI PEam+LL'L.X.. NIDIIDR ZONE LOU110N BD 6"EDGE/12'FIELD cuJ.TJ cP AN,uSFc PERIMETER ZONE LOUTION Bp fi"EDGE/e"FIMQTHI mr-"N DZE-- 'nn DReN1NO - GABLE END RAKE OR RAKE TRUSS W/ BD EDGE/d"FIELD CEP ep RETEq _- FANv rAPi c:rrrr.O:,aeNl•:Or fD 2'.e'rLP Mre LWKOm BLOCK FFF leu%v EnF"�m ..wlLw.=LAWU'AL`::ik4OdLI'um Cumrcc. LcO ENDWAIL RA1FE OR RAKE TPUSS W/0 60 6'ETIGE/6'FIELD Ovive ri 1 n. i F; R ' OVQWURG rWCGa vfxnFlmo ONGONAL BOARD SHEATH!& �1 ��:'r ALID1i1VIDE0�O�StkTANT: OR 1W 2-11 PER BUPPoRr L•� �T CI+1 s Sn-P° •I Nb LAi Nn NFirtILNB CLIP 5TIG5 e'dL 1'%10"OR WIDER 3-BD PER SU ,) Dr w AT I__A TAc eo COUNG SHEATHING PPom l f - --_� H,AY.PAL,LAtErb EPEcS I - 5E.'.OVG F_OOR NUYBEP OF Fpm DESCRIPnON COMMON - ewsuu Ivutawk0 so cWIERs T EDGE/ro FlE10 AUG 1 6 F,iler��5 R� �'EtC nsulEant: WALL sHEATHINc Y NU I 2 Z :Yvs:�W' NUuaER OFIIUFI.aErs NrV I _N. . DETAIL REDUIRE)—NEcnON DETNL AT ROOF JONr DEsER,PE_ couuo NALs NAL sRAclvc DETAIL HURRICANE SHUTTER DEIN. PICALAT SOF DETAIL R14'IROn\1ENTAL CO .1-TANT. LEVEL smucr1RAL PANELS SCLLE N?fi ALLWINOONS YILENT.s SUIS Ni S- INTERIOR ZONE LOGlION 60 6'EDGE/t2"FlEtD ��-- PERIYEIER ZONE LOUTbN BE, 6"BUGE/12"FEED _ i1BERBURD PANELS �DUIfIa7 J ION,I� /1fi" 60 ] EDGE/6"FI1D ESEGOVC F_002 25/32" W ]'"EDGE/fi•FIELD - Ddf 1 07TNSf8E,. w­EI s0 COOLERS 7"EDGE/10"FIELD 'OF' To wuU -'�- ""�y�.•_.t HARDBOAnD BID a-EWE/1T FlElO PANTKLEBM•Fd)PANELS W IAS PER YAN_URER) __ _ IIGIAATION BURG SNUTNIIG sinF•3oAl RAL srWAP cs2olRao -- a'L Ort/PLAre 1x6"oR 1T DE 2-W PER suPPom cA+DE SURVEYOR: A,enIIST.'I AT evER,'D,Iro. 1x1o•OR wmER 3-W PER sUlaPom rvnw� nnos slJePLoaR NE+DeR Lou F.iTm rA�E s° KAIL rWme BI<T.s P. FLOOR SHEATHING — -- JOOD DLECRPTCN coYYON Tw.s NA SPACNG BFRD P E M GR \- "V ur =m B RBDroRA PANE S of,tEss 100 6"EDGE/12"Fr_ _ 15 u!av LIGHTING DESIGNER. GRFATEF TIU•N 1' 6BEIGE/6"FIELD ' PUre DIADONL.WARD sHUTHWG ;NB OR 1W 2-BD PER suPFORr — 1TL1o"OR TTFER }W FEAR wm. I NW NG REOOIREYENIs ARE BABEO O"WALL 9 EAFPFNG ala 6 DI ON-CENTER AT PF­EDGE F-EfF' iI%.• 6a/' — 1=1=2 RODS®1r - IF WALL SHUTNINo 6 NVLED 3" ON AT THE PANEL EDGE TO OBTAIN HCHER SHEAR UPACmEs, nW Ynans -TEN Oave:MA41 NAI NO REQUIREMENTS FOR STIT11MM YEYBERS SHALL BE DO118LED,OR—NATE CUNEmORs,SUCH P''Oar As SHEAR F%ATEs.SRA BE USED TO uYmAN THE LOAD PATH. SEPTIC ENGINEER: e s 2WRDN WAIL sHUTMr:G 6 coxrwwus OVER ODNATEVED uETJIDIi5,iHc TAEluuim NwazA or was c...pETErmw+TWA FI4�.T=LOOP _) SHAL BE PER—ro BE RED-BE TO 1-IED NAL FOR ram. rN nTouE 3WRR090N REsw_I1_B ROOF.NAas AND Ia UUGE STAPLES ARE FERwmEO.CHECK DE Dv®FaA. ss �cKA<rPCRYs rat RE90ENBLL COOF NEW MRK STATE EOR AIN!ITIOw1 REOpREMFNrs STRUCTURAL ENGINEER. DETAIL REOmEWcaa ErncN OE Aa ArnmR DETAIL FLOOR DOST NorcHING AT CE NTD<PAAs DETAIL c&LEPnP w®cFw<F ERA DETAIL DETAIL DC19" ` E`b E_NTS. LEVEL E KTB. r F SCHE N t S. 2018 IRC CODE 1VRFI THE DO UN RAI CODE SUPPLEMENT aas,RAP"•^.s2o I --WaI I.cmT,+mcN TABLE 1301.21 ,i— AT evER'r sr1n. EuNAne AND eEa:Rvme D cRrTERu __ su.P•°n 1>I2s�s roll HRwR°.,,°°u A9 FETc THOLE 9,b'M!'°SCA°P�b roIB)wbi�be mo tym II Y<w GROUND WIND SEISMIC DESIGN SUBJEm TO UWGE iWY MEA ICE SMIEID 8000 INTERIOR DESIGNER: Ker m�uv.epee! SNLW LOAD UTEGORY DESIGN 'Cc -IYENT HA2AAD5 e'9rLD9 a e'oL (p5p) SPENT WUTHpIMG FROST NE TFRYRE DECAY TB.P,(T) REOUIREYEm ExTEWILR 2i �T p OUre�� (YPH7 pEF1N Rpq I 9H'r 6 r; ICOR Ws 130c SEVERE ]6 INCH MODERATE StLHT TO 11 YES n IIS Too HUvr YODDATE 30# 1.AII APPROVED SET Or PUNS BE ON SITE,AND AVA emr FOR INSPECTOR TO REVIEW AT Pit TIYEs. cnvrDAxASIwB1TRA MIF V2'LDx PLYroJD SrewrHlNe I r , 2 DESIGN 6 IN ACCORDANCE WITH A IERIUN FOREST AND PAPER ASSOc—W WD FPAFIE CONSIRL N PROJECT PARKER' MANUAL FOR ONE ANTI TWD FAYAr oWEtuxcs. eves JRm Jd6r ''I---=re-a•.'T+ E I—LLOA OAD-iD P.S—F.TRo(m'S6 mHE011Hw SiEIDIHG ROTPEp6)201fi UNPDRY CODE SU—ENT) 30 P.SF.((SIEfPUNG R00Y5) 3 _ 9ryiL12w.rE�S r1¢enTEp I ;<,c.c roc-a r_- oP.S.i.(DECKS) - - SllgsarLPT9 W Ie•ac li DUD LOAD 1 PSP.(ACNAL WFIGm Or WIERINS) _ ` e.a r,-.._c en Top 5111 Rmm C IRIm JR4t I SNOW.WINO&SEISMIC 1LADING REFER ro CN.+Rf ABINE I.W+PFgB��IP F�LYiE Baf' Eaf.' E-1f' RCHnECT SLL SEAL eWADEBN1 TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS olsraRrmm TO>sE rAIAIFTW,LeaDHBNj\ �rA I----_�-LR------_I Bruce nagei+partners Archnects Pw+sAn .. A1ze \\ ALLOWABLE STRUCTURAL MEMBER DEFLECTION j\\\ DETAIL FLOORJarTNOTCMNGATENO DETAIL 1"E"oRsrwoETAaeo o4PUTE DETAIL PFFEFDORSTUDOETARTOP FUTE LSF, er /•;•„�_ CONOmONS INTERSECTION OEtNL IYIERSErnON OETAa EE A!' / Rafters haven slopes realer than 3/12 with no L/180 ENT= - - w.•.00�mvo N.u0:e BOB PLUNOAnLN WALL pETAIL rNis � _' g P g ---- _—_-_--_ -_---.--__-- __-- wLENt• finished ceiling attached to rafters BasEI.I i�•` /�: Interior walls and partitions H/180 fi.'cnB.loT Floors and plastered ceilings L/360 NOTIAS HOUSE DETAIL RED UIRWGONNECTmADETAIL AT All other structural members L/240 °l ��T k��(j450 �scxE FITS. FouNonnoN LEVEL y DeeuL sJewuL Jam-+• Southold,Paradise York Road Exterior walls with plaster or stucco finish H/360 a rUVK0F9 s oiY ORN.aMaGEJCA iA•FEA FInt]Fcm5108E Doe+Al•IG'IRF DWN'r„e�s�;” 'mG�E6 aB ,i"° Exterior walls—windloads'with brittle finishes L/240 ' wDoeN I,Iow IL,Bm GENERIC DETAILS e IP,riDrDAacNNWSDa Rc TABLE R301.2.2.2.1 Exterior walls—wind loads with flexible finishes L/120 . WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOAD' - -T. ROOF/CEILING DEAD LOAD ROOF/CEILING DEAD LOAD -FalA+nc`xe`iuA*K+�aW1 1` 'uP WALL SUPPORTING 15 sf Br less 25 sf NOTE:L=span length,H=span height. -tiff' ------ ---- M1UrPCEF Roof only 1.0 1.2 a The wind load shall be permitted to be taken as 0.7 tunes the Component and Cladding loads for the Q 1 ROOF plus one Fitery or two Stofie8 1.0 1,1 purpose al the detenoming deflection limits herein. AVO 1 D.For cantilevermembers.L shall be taken as twce me length Of the cantilever. NOTE EFECEY4s 11mc ENML1—Fc—AVTmeE Ec An. For SI:1 pound per square fool-0.049 kPa. c.For alummum slNCtUm1 members or panels used in roofs Or walls of sunmom addlWns or patio ntlNEEPED LI D FFOD-6 PEFER i ER FOR SPECIFIC DETAIL a.Linear interpolation shall be permitted. covers,not supporting edge of glass or sarcWch panels,the total Will deflection shall not exceed L/60. P For sandwich panels used In roofs or walls of sunreom additions or patio rovers.the total load deflection DETAIL cunma DRILuxG FLOON-sT. DETAIL OOPNER STUDH ID A'rr DETAIL CORNER ETW HoLDopwN F.Ec:l:c shall not exceed U120. ECHE NU. SOLE,,, Ids— —E ITS 13STWSwIBL—Q 2016 nEUE INFOR-ON No DATE DEECPIPTCN GENERAL CONSTRUCTION NOTES FASTENING SCHEDULE °"°„° DESe,N E=w"" �' RMEW 1. 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CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA "'�t"° ass sec=.tel 14.AddifoMatteM=e rwDad=aMmrplywah IECC2015 WaD DEDDN rLaPi7ro 0wM6EFROL b�,r-nnk•IRon Unaltered, I ofBe Dddm9 bdlrgbrr optadb mnpyreA BLr Dods NOUS ®®TrPOWARaC y BmaE YIPAIIHOD flalHf Ima"ON t oe YYaoe NCZARD M ,Ec: 1fl Mmltsm me Prapmrarbblrrmdd duilB pradtlturoedlrprab hadhip .ID Pa10 ra:rere RSagN GTwoOM' oePIN 1811,E TBP fdoRlraD IDE% TBP .dmainpsydenm�drmvDtaw6mN11D3Cntd5ydre „p�„P NOTIAS HOUSE 2D WS 130 w 110 No B SEVERE 341' roIEAW to YE8 NO 1WOmYr W2 to NmOrhrtllloRdaedgplareaM be eteedaO rd Yniabd haaadro sial Tabid RIO2A.1.1.Apply aeaeh baaddaueb Qe capab bdbmTido aLwrnDa 116EOFTIErp11BTALNDN WATEfl IalE W1BiE1IEuaNTPOF81.W11DEF®18 tao1NleteEATBt mamltlyprlrerb bmelrlp tirloriD'PSmn dal bora •-- ... T- 450 Paradise Point Road i � �• �� la ��({J�) � I Southold,New York LIE Iiii GENERAL NOTES 4 U G 6 2023 -fEE:NM.E A902 Southold Town I�_ Board of Trustees 2016 ISSUF-,.-N VES NO C- RIPTION C-1 P1_ Grounding Electrode GENERAL CONSTRUCTION NOTES: MECHANICAL NOTES: System1�S!1 FC P 1,'INS Tk� t FROMDE ALCE56 TG ANY AT11C SPACE E%CEEOINi 3O SQUARE FEET OP NGRE AM WHCH HOVE A VERTLAI 1 PROVIDE AT LEAST iMREE INCHES IF CLEARANCE ALONG THE SIDES AND BACK OF THE Bondm Section 250.50 MIGHT OF X NOES OR GREATER PUPNACE(S;AWNOLESS DOOR OR OTHER DeSTRMTION IF THE FURNACE 6 OPEN TO THE ATMOSPHERE (Grounding) ALL EQUIPMENT APPLIANCES INCOMING SMOKE AND C O DETECTORS AIR CONDITIONER WATER(EATER Jumpers IMPORTANT NOTE: INODURNAIE SHNLlER TALLEINACCORCAN.EWITITIpll1TNG.'ANCTK"NUIITLRIRI ZCCIIDENSOTEFROMA WUIIORSCFEIAPoMTORISIMLL.IC.M'EEDMON -7 fl�Arh- f A-M WSTAGATCNIHSTRUOTM AC�IOITWWNIS--nTURirSIWT� MNM� TiO�M�TeE THEDPANP�WT�TTOANAPPRM � DPEoFNMS4(SECMM'�I 1, ik7/ has rrot been retaned PROVIDED ON SITE WP EACH NSPECTION(&ECTIONRICIS 1 11 3 THE MAXIMUM LENGTHOF A CLOTHES DRYER EXHAUST DUCT SiqAINCT EXCEED - d-I.I.k.­...bd"for---9 1111 3 MNMLAA HEADR M CLEARANCE OF 64 MUST BE MAINTAINED AT ALL STAIR CONDITIONS CONTFLAC TOR TWENTY FIVE FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION THE nofthe construction documents,mUud,ng SRALLNOTIFY TIE A CHTECT IF SITE CONDITIONS DO NOT MEET THESE RECIUIREMENTS MAXIMUM LENGTH OF THE DUCT SHALL BE PEDUCEC TWO AND ONE HALF 17181 FEET FOR EACH FORTY FIVE DEGREE BEND AM FIVE FEET 15,FOR EACH NINETY DEGREE BEND d-1 the comtrMHon phase.undocumented 4 PEP IRC M1 SEC TIDN 83111.STAIR TREADS"LL SE AT LEAST 10 INCHES DEEP AND RISERS-UL NOT BE 6� code_LX­ GREATER THAN 7 Mf TREADS ARE MEASURED FROM NOSIM TO NOSINO 4 COMBUSTION AIR OPENING SHALL.BE SIZED AS FOLLOWS EACH OPENINK,SHAUL HAVE A A-.,d n nc longer h.bM 1-11--k where MINI WPREEAREAOC'50UREOXHPERIM-BTWDFTCTALIWOR nALL changes tR three documents have been matle 5 HKN RAILSSHALL MEET REG-JOREMENTS or IRC 2CIBSECTON 83117 AM SHALL NOT BE LESS THANN OR AFFUANCES IN THE SPACE BUT HOT LESS THAN IM SQUARE INCHES ONE OFENIR�SHALL MORE THAN JIDABO THE NOSING OFTHE TREADS COMMENCE W1MN 121W HES W THE TOP ANG 0 W OPENING 5HALL COMMENCE NTHN 12 INCHEROPTHEBOTTOMOPTHEE LOSURE.THEMINIMUMDIVENSIONDFAIROPE­ The following grounding electrodes that SHAU.NOTBEUESSTHAN31NICHES are present must be.banded together to ELECTRICAL NOTES 5 RANGE HOODS SHALL DISCHARGE To THE OUTDOORS TPPoAGP A SINGLE WALL DUCT form the grounding electrode system THE DUCT SEAMING THE Moo SHALL HAVE A SMOOTH INTERIOR SURFACE SHALL BE 1.Metal underground water pipe I COWCTORTOVETtlFY TCDUNGWTLETELECWEMESYALLBECAPAKEDFSUPMRWGTIC AIRTIGHT AW$HALLSEEQUIPFEEMT,ABACKDRARDAMIPER DUCTSSEPMNGPANGE 2.Metal frame of building or structure HI SHALL NOT TERMINATE IN AN ATM OR CRAWL SPACE DR AREAS INSIDE THE MIGHT OF THE SPECIFIED FAN BUILDING.SINGLE WALL DUCTS SERVINGRANGE HOODS SHALL,BE CONT UZTED OF 3.Concrete-encased electrode(Ufer) Z ELECTRICAL CONTRACTOR TO PROVIDE DIAGRAM OF ELECTRICAL DISCONNECTING MEANS FOR ANY NEW GALV NIND STEEL STAINLESS STEEL OR COPPER EXHAUST HOODS CAPABLE OF 4.Ground ring EXHAUSTING IN EXCESS OF 400 CUBIC FEET PER MINUTE SHALL BE PROVIDED NTH MAKEUP FUR -ES OR AIR CONCITION003 LKIPM UPON REQUEST OF THE AUTHORITIES HAVING jURISXTION ARATARATEAPPRCXIWTELYEQLALTtTFEDH USTMITE SUCHMAKELFAIRSYSTEMS 5.Rod or pipe electrode I A SINGLE DEDICATED RECEPTACLE SHALL BE REQUIRED MR EJECTOR AM SUMF PUMP MOTORS CONTROLLED NTH A MEANS OF CLOSURE"SHALL BE AUTOMATICALLY 6.Plate electrode COPfRIGHT C,2023 :CN111L11 TO START AM OPERATE SIIMUILTANEC�Ll WITH THE EXHAUST SYSTEM 4 PROVIDE I LEAST ONE GPO PROTECTED RECEPTACLE IN THE ATTIC SPACE WAR ANY MECHANICAL (NAC AIC AND EXHAUST LOCATIONS SHALL NOT CAME NUISIINCES AND SHALLBE ll EQUIPMENT FOR SERVICING PURPOSES LOCATIED A MINIMUM OF It FEET FROM LOT LINES AM OPERAME WINDOWS AND A MINIMUM GROUNDING ELECTRODE SYSTEM DETAIL NI MpARp 5 PROVIDE AT LEAST ORE WALL SWITCH CONTROLLED UGH'FIN TURE WITHIN-,FEET OF THE ATTIC SPACE OF THREE FEET FROM EXTERICH WALLS AM POOPS IT: I OPENINGS.E . 7 KITCHEN AND BATH DMUST SMALL BE LOCATED 3 FEET'MIN,FROM LOT LIMP 8 IT 6 PERAPTCLE 2505i.ALL AVAILABLE ELECTRODES METAL"ERGRWND WATER PIPE METALPPAMEGF THE OPERABLE WINDOWS AW 10 FEET FROM MECHANICAL NTAXES AUDIO VIDEO CC"SL ss BUDDING MI[VP111 ELECTRODES COMPETE ENCASED ELECTROMI ETC I SHILL ..ED TOGETHER TO FORM THE GROUNDING ELECTRODE SYSTEM INTERNATIONAL FUEL GAS CODE: 7 BOND GAS&WATER MI AIDCOLD,PIPING AROUND WATER HEA TER CONNED TION I PF)CRTOACrUTAKEAMIMIALOPEPAT*NALLHRN:INS7AL WW SHAILLBE VISLALLY INSPECTED AM PRESSURE TESTED TO DETERMINE THATTHEMATERMUS 8 LUVINAPES LOCATED ABOVE SHOWERS ANI ABOVE TOM NTH SHOWERS SHALL BE MARKED BY THE DESIGN FABRICATION ANO INSTALLATION PRA WES COMPLY WITH THE REQUIREMENTS Itr, MANUFACTURER ASSUIIABL FOR USE INWET LOCAWNG AND LUMINAIRES LOCATED ABOVE BATHTUBS AND OF THIS CODE WITHIN3FEET OFTHE EDGE OFTHE TUB RIM ARE TG MARKED EY THE MANUFACTURER AS SUITABLE FOR MEN E­gy 6 RESCIT,,Ck C-isUltal • ENERGY CONSERVATION CODE GENERAL NOTES: ZW 22T= rl ENVIRONMENTAL CONSULTANT LLFACTOROFNEWNWOMGARE DESIGNED TOM JCGFLESS SHOULOTHECONTRkCTORCHOOSEAN ALTERNATE WINDOW WITHOUT NOTIFYING THE ARCHITECT THE WINDOWS IAMT MEET THIS REQUIREMENT 2 A PEFAAWNT CERTIFICATE COMPLETED BY THE KIUDEP OF DESIGN PROFESSIONAL SHALL BE POSTED ONA TYPICAL DRAIN TILE AND SUMP PUMP REQUIREMENTS WAULWHERETHEF NACE,ELECTRICAL SERVICE PAWL 15 LOCATED THECEPTIFICATESHALLLIST7HE PREDOMINATE P-VALUE5OF­TlONTRR000HQUTTPEKME DUCTSOLTSIDECONDITIONE[SPACE5 uxE xis AM U-PACTOPS FOR FENIESTIATIONS 3 ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES SHALL SE WEATHER STRIPPED AM INSULATED 70 THE LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 4PROVIDE FJNSIMTIONONALLNEW HOTWATER SERVICE UNE5 TO FITCHENAND OTHER AREA'REQUIRED PER ECC RAO 5 3 S-80 616CI04 pmp S,SUFFLN DUCTS OUTSIDE THE EUILDINIS THERMAL ENVELOPE SHALL BE INSULATED R4 LIGHTING DESIGNER 6 ALL DUCTS JOINTS AND SEAMS SHALL BE SEALED P" Nrit PL-40 (2'd0iMil 7 EXTERIOR WALLS AD.ACENT TO SHOWERS AM TUBS SHALL BE INSULATED AND THE AIR BARRIER INSTALLED I,,Ih smi"Pil P—dril-1.,M i d0ti-9. SEFARATING THEM FROM SHOWERS AM TUBS PIP, P. cqj­ voth.ik 1n,.15 fw a Icnng it.h'ildIU.- SEPTIC ENGINEER 21. PLUMBING NOTES: MRWI. ,I[I.—d—d I..kKI,IF­NdI',d­..kI-—I III, v , i! ori-dkog rrn -Pow 1 SUMP NTSOPENTC THE MRNl FCi FOR SUE SLAECR EXTERICIR DRAIN TILE C_j­j sw,,Ii_SLS ih"(om r)Ami:h<•t..dd i,,Ih,-Km­dli,ni With. MJMe LOOPS SILL BE CCVEFEC NTH A GASKETEC OR LTHEAWME SEALED UL ValHmam rl Kir,0,It,b.,Id,q d—ITY-W STRUCTURAL ENGINEFR ECEYTHEFLUNEINGINSPECTOR 1WASTUVENTPIPINIGMSESTACATESTECANDWITNE PIA&R,VIC"ST&WIfit,�GAIT(PHP[.­w it,"Ll"T Ibc ­ HorA i1i'dwWMINN) 3 WATER PIPING To BE TESTED TO ICC FS!ANC WITNESSED BN THE PLLIMHN3 INSPECTOR Itself A.,b­k m it.. bKoj-m h-ajurl 6. t"b sDdn.fib, 1I.iK, car. -44 r."Milk. Print; ahould be INWoni INTERIOR DESIGNER ► BONDING DIAGRAM —Kir tioN IRNIh B N P/x TYPICAL SEWAGE EJECTOR PUMP DETAIL CONCENTRATED-AD END BEARING (LOAD STIFFENER) BEARING STIFFENER) TIGHT JOINT GAP REQUIREMENTS NO GAP WHEN USED AT END BEARINGS WEB STIFFENERS SHOULD BE INSTALLED Tr BOTTOM FLANGE THE 1,101ST IAl 1114'GAP Tr 0 OMF OF LAID.1/14GAP BUT WITTH A MINIMUM VID GAP BETWEEN THE TOP OF THE STIFFENER AND THE BOTTOM OF THE TOP FLANGE. 0 ANEE )OR BETTER FOR LUMBER ANDIOR SHEATHING GRADE OR (4)So Ed OR COMMON r OUSTRUCTURAL PANELS. Z 100 X.R STIFFENERS ST BE MADE OF UTIUTY GRADE SPF(SOUTH CONCH BETTER FOR WOO COMMON REQUIRE 4NHEN DESIGNED IN ACCORDANCE WITH THE LOAD/SPAN CONDITIONS SET FORTH IN THE TABLES IN THE ROSEBURG EMAP DESIGN - (4i 8D BOX OR FOR GUIDE OR INSTALLATION GLADE RFPWOISTS DO NOT REQUIRE WEB STIFFENERS WITH THE POUOININIO EXCEPTIONS - COMMON NNUS RFP1 81IS 90 SERIES -WHEN SIDES OF THE RANGERS DO NOT LATERALLY BRACE THE TOP FLANGE OF EACH 1-JOIST CLINCHED --NO GAP E BIRDS MOUTH CUTS FOR ROOF JOISTS. NO GAP GAP TIGHT JO 'NIFEN WAISTS ARE DESIGNED TO SUPPORT CONCENTRATED LOADS GREATER THAN MIN UBS APPLIED TO THE MAOISTS INT No GAP TOP FLANGE BETWEEN SUPPORTS IN THE APPLICATIONS ONLY THE GAP BETWEEN THE WEB STIFFENER AND THE FLANGE I P SHALL HE AT THE BOTTOM FLANGE. WEB STIFFENER SIZE—REQIARED I NOTIAS HOUSE LWEB STIFFENERS MAY BE CUT IN THE FIELD AS REQUIRED FOR THE APPLICATION. _�jolg­PWjGE WEB STIFFENER SIM THE USE OF WEB STIFFENERS OR BEARING LENGTHS THAT ARE LONGER THAN THE kMM"REQUIRED MAY RESULT IN WEE ALLOWABLE SPANS THAT ARE LONGER THAN THOSE SHOWN IN THE ROSEBURG EWP DESIGN GUIDE OR INSTALLATION GUIDE WIDTH EACHSIDEOFWEB F 'f;:, T MOST ACCURATE METHOD OF DETERMINING IF A JOIST IS ADEQUATE AND IF WEB STIFFENERS ARE REGUIRED IS TO USE 1 ye V32*X 21WIDMIKAIDTH Lj I • _-=• 450 Paradise Point Road THE 9'.MIN IN APPROPRIATE SOFTWARE IEG SIMISPON STRONG-TIES COMPONENT SOLUTIONS-)OR ENGINEERING ANALYSIS FOR THE 2 U16* 7M*X 2 916-MIN.WIDTH Southold,NEW York I MIN WIDTH l 2516' VX 2 5116'MN.WIDTH ACTUAL CONDITIONS 212' 1'X 2 5116.N WIDTH GENERAL NOTES X 2�Djil. WICT AN WIDTH TYPICAL WEB STIFFENER RECUIRMENTS 3 V2' I 1/2'X 2 M5116'k4N.WIDTH AND DETAILS Ill ITI Southold Town A904 --Board of Trustees ------- 2016 SANITARY SECTION: C.I. COVER PROPOSED TO GRADE HOUSE FF-14.0 3P ar FINISHED GRADE EL-11.2 414• h EL-10.5 EL-11.0 #aq oas I 86 E-9 4 Q1 T IE=8.5 IE- -- -- O� •/ 1 �\ 3�N • ` I 3.0'MIN. EL-1.5 SEASONAL HIGH K• � / ��• \� Sssy6'�S�a GROUND WATER \ CESSPOOL SEPTIC TANK 850 S.F.S.W.L.A. 3250 GAL. /•��`�_� `\ \\ DRAINAGE CALCULATIONS: L/ REQUIRED: °Sep HOUSE = 4919 S.F. hp 4919 x 1.00 x 0.17 = 836 C.F. �' Or G36/68.42 = 12 V.F. ' c q Acari for USE: c/r mer/ (2)10'0x6' DEEP POOLS = 12 V.F. oc,�2�r •\ \ I 11 t`� CHA7N C1NK �Oweiirn Mar;e / mP •\ � 1 1 °fy 9 w � M ne \ 116lc a M w 4 Ari car c ; `10` � \ 4 OF 1 \ \ �y11?c 6A�tgR,NC rF C C ?r `�•N \` 11 •\ ��� egCkF/��(/RgGRgO� 4s0 Si Ivcf NC �JGCG�nn ''ICC�r� r� \ 1 00 Sir a fx\nvC w i ,1) N/rgR������r 1�.✓✓/���� y N 0��'�0"W \\\\\ \`\ •\���SfR\f t0 SqOpp�,,.�� ♦ \ 11 \...: %+ _ �� / $ Vc COBE y�gN7TA co h ST \ O HS RNDONYS • . . . . � NA7N VNK F£MCf \\` 1 yds CRq�FC SRI \` \s'.\ � ir•/ � -..I � _ M �mow/�� f�l RfMfNtS� --- - /� ......... QQ \ �: , 0 1 o.Q t7ow oJy� ¢' i 3p00\` Or CO NYSDEC Cr APPROVED St/° 9/as °rmer/ 'D \ ...��` m e D,IY I;. `��$� y-7 ,0 1 _ r-_• , AS PER TERMS n 8� y q. � I • c .fix AND CONDITION,} OF rows �. l yen 40, �N w I C� PERMIT NO. �-`f -N���l- D �' "9 w/h� o/ive & .54, °.'w `k `���� ,i' _- �"' oo�'. L o o� �� a��:� r � 1�3p.a'__ 129,x•__ o SATE '' w �'_. "� / '° g o.N z er) FEN . ov i Q / ` , , 2 (� ¢ °JN 'BN CHAiy 4. t ••' Q �o r ,� "40\ mA �.. f l �W C-1) ItyN OCT. 03, 2018 AMENDED LABEL OqO N z,,- - o 1 ' ! '" 2 m /1 Q19 g o g SEPT. 18, 2018 IND. LOT COVERAGE fs♦ 3,, rye• i OW 1 t^::::i' ,I �/t /,� �l r f N //� 2 77 W =O-4 �O AUG. 22, 2018 IND. BUFFER 30 - "�ST7 ' Q _U 7••• v AUG. 14, 2018 S.C.D.H.S. AMENDMENTS \- 00 -../ / / /, CPg1H1 ' ! 2 kMAY 17 2018 AMEND LABEL YfjD °"?M o• 1 I / i�.2v RFI, Nco 0Surve for: N x APR. 25, 2018 AMENDED PROP. SANITARY 1 *N o3e° t / ,� j e I 1 L0 ¢0 DEC. 05, 2017 IND. PROP. STRUCTURES q m • W 0 CT 2022 2 5 '4 DATE: NOV. 11, 2017 NECK NO TIAS �fof �,�_�,�,� o JOB N0:2017-587 LOT COVERAGE: •...��� /���y i = I 0 At SOW►DldTmm EXISTING: / �� I i Fm co CERTIFIED T0: emrdofThnfees Bayview HOUSE = 1259 S.F. NICK NOTIAS Town ofGARAGE = 526 S.F. O Ebli� Southold PORCHES = 469 S.F. �� PATIO = 1002 S.F. TEST HOLE DATA a J s �o� 0,n Suffolk County, New York SHOWER = 17 S.F. DEC. NAL GE SCIENCE 4r � TOTAL = 3273 S.F. OR 3.0% a� f 3 to ' '� S.C.T.M.: 1000-093.00-01.00-003.000 PROPOSED: EL=1o.2 WN 0.0 (owe .het- ori O 40 0 40 HOUSE _ 4919 S.F. QAR OAMO OL �9 k/p �° er/ 4 I _ ..t� p POOL 900 S.F. BROWN S� `6�'° woman% SCALE:1"=40' PORCH = 295 S.F. CLAYEY SAND 3.0 �) 4✓ TERRACE = 2234 S.F. PALE BROWN \�s SQ234 0.� FINE TO SP TOTAL = 8348 S.F. OR 7.6% MEDIUM SAND DAVID H.�0,. L[S'�QtiC_) �A r S`�L.S. #50234 NOTES: G.w. ___ I FOX LA V YINC EL-0.4 - 9 8 PROPOSED LOT COVERAGE WITHIN 300' 64 SUNSET AVENUE 1. AREA = 109,558 S.F. OF WETLAND BOUNDARY(46,649 S.F.) WESTHAMPTON BEACH, N.Y. 11978 WATER IN (631) 288-0022 2 ■ = MONUMENT FOUND, o = SPIKE FOUND. SP PROPOSED: PALE BROWN 3. REFERENCE DEED L. 11896 CP 836 HOUSE = 4919 S.F. MEDIUM SAND UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 4. ELEVATIONS SHOWN HEREON ARE REFERENCED POOL = 900 S.F. IS A VIOLATION OFSECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING TO N.A.V. DATUM (1988). THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL PORCH = 295 S.F. SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 5. ZONING USE DISTRICT = R-80 TERRACE = 2234 S.F. 170 CERTIFICATION INDICATED HEREON SHALL RUN ONLY 70 THE 6. FLOOD ZONE BOUNDARIES SHOWN ARE FROM FIRMEHATOTAL = 8348 S.F. OR 17.9% PERSON FOR WHOM THE SURVEY, PREPARED AND GE HIS B ANDL LENDING F TO EINSTITUTIONTITLE PLIST_D HEREGOVERNMENTAL ONE. A D TONTHE PANEL NO.36103C0167 H LAST DATED SEPT. 25, 2009. RSSIGNEES OF THE LENDING INSnTUTION.ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS 7. THERE IS NO GAS ON PROPERTY. OR SUBSEOUENT OWNERS. DWG: 2017-587 Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Wednesday, August 9, 2023 12:10 PM To: 'Inter-Science, Inc.' Subject: FW: MIMN Holdings, LLC; SCTM# 1000-93-1-3 Jim, The office received the revised survey changing the pool surround on August 7th. Thank you for submitting that. Unfortunately, in reviewing the original plans submitted with the application further this morning it has been determined that the survey submitted does not contain any dimensions while the site plan does. Dimensions on plans are required. The other concern is one set of plans are from Bruce Goldman, PE, PC and another set is from Bruce Nagel Architects. Not sure if this is the same company but the plans are different in a number of details and we need two of the exact same. Given the above please-submit two full certified sets of 11"x17" site plans while depicting the latest revision of the pool surround as soon as possible, or no later than August 31St for the September site inspection/public hearing. Thank you. 5*diea �e2 Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.gov From: Cantrell, Elizabeth Sent:Wednesday,August 9, 2023 11:30 AM To: 'Inter-Science, Inc.'<interscience@optonline.net> Subject: MIMN Holdings, LLC;SCTM# 1000-93-1-3 Good Morning Jim, The Board of Trustees performed their site inspections yesterday and when they went to the Mimn property they found that the project was not completely staked. The Board has tabled this application from August's agenda and it will be rescheduled to Wednesday,September 13, 2023 with a field inspection of Wednesday,September 6th to which the Board would like to see the entire project staked out. Sicnerely, Ea� Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.a.ov 1 INTERSCIENCE RESEARCH ASSOCIATES, INC. POST OFFICE BOX 1201 - 36 NUGENT STREET• SOUTHAMPTON,NEW YORK 11969-1201 631-283-5958 • FAX:631-283-5974 W W Winter-science.net August 1, 2023 -Via E-Mail/Regular Mail- R. ECEIVE Glenn Goldsmith, President Board of Town Trustees AUG 7 2023 Town of Southold, Town Annex 54375 Route 25, P.O. Box 1179 Southold,New York 11971 Southold Town Board of Trustees ATTENTION: Elizabeth Cantrell Re: MIMN Holding's, LLC SCTM#1000-93-1-3 Dear Mr. Goldsmith: Enclosed please revised survey with planters south and east of the pool eliminated. This should address the Building Department pool fence issue. Please continue your review and let me know if anything further is needed. Thank you. Should you have any questions regarding this correspondence or the property in general, please do not hesitate to contact this office. Thank you. Very truly yours, Walker Pri cipal Planner JLW: jlw Enclosures Copy: Nick Notias NotiasTOSHLETTER05162023.wpd PROVIDING ENVIRONMENTAL PLANNING,DESIGN & REGULATORY PERMITTING SERVICES 1/4" PER FOOT MIN. PITCH 1/8"PER FOOT MIN, MIN. 4" DIA. SANITARY PIPE PVC WASTE UNE 7 SDR 35 SDR 35 WATER TIGHT FRAME&COVER 3e HOUSE CONCRETE COLLAR W/APPROVED LOCKING DEVICE / 0 F.F. EL. 20" 0-BOX W/ 2 14.0' STOPPER ENO PLUG TO WEIGH SECONDARY LBS.MIN.OR LOCKING COVER / LIL UDS/DEVICES TO BEFETY PROVIDED AND SECONDARY #sq 03s I.E. 12.0' SHAT GRADE COVER 11.0' EL. 10.0' / I 1'MIN. 6"THICK CONCRETE N ! P 4"SDR RPE I --------- -�'•s----- 2'MAX COVER / �\ J.zN CLEAN OJT 10.2 I.E. I.E... .. O \ s 10J' 6.9' I.E. T3F,71 <1L�';r'. W E / \` FLOW .i' 8.5' ...�Z. 0' E. .ted. / O \ � LINE 4 76' I S w / Od \ 150- 3.0'M1N. pC \ F HICROACTICN [8)LEACHING POOLS(4'DEEPJ'••'• AN1100 (4]EXPANSION POOL (4'DEEP) 0 HEGW 1.5' EXCAVATE ALL UNSUITABLE SOILS - - - J_ BACKFILL MATERIAL TO BE CLEAN SAIJDR&UGRAVEND LfR HYDROACTION AN 1 100 GALLEY DETAIL C. 3 /a� O� \ SANITARY SEPTIC SYSTEM PROFILE J oSep 40CROX/4f' N.T.S. ho FpNgF A , W "?,44f, 0 z- \I 'y/OCO Or fO �pU r/ L/r rimer/ r^ N weoO / mQ �• DRAINAGE CALCULATIONS:wjp�6jlp MoM Wpfe') or/ REQUIRED: HOUSE = 5144 S.F. ' 5144 x 1.00 x 0.17 = 859 C.F. 859/68.42 = 13 V.F. \ USE: \ r OF`\ (4)10'Ox4' DEEP POOLS = 13 V.F. WjCROVNCtfgR/ "I CAr�$r Rg CRgDI l\ e QJN \ I (35 Sl(rgNCf Np .ICCp�rt. Opo s4�:Qc �c[, TEST HOLE DATA 11 � LDGOSCIENCE DEC04O�S"IA,,oj0 � SOF �o" EL=10.2 0.0 DARK BROWN LOAM OL S.C. BfC SAN', BROWN 0.5 \ ---p ^^^^^^ T�Sr C.O.yS,e'gNJ4"?)- CLAYEY SAND SC CyA1N LINK F \\\ FRti°US°Rq�fL \\ \ \ 1 OW% I \\ C y�L� ^^y�1 '`\ RFCUige ry�SfM 3.0 0) eNCE \ --OR! \ Cp O PALE BROWN �. FINE TO SP MEDIUM SAND ---- 98 :.� _� I ^ ^� 62. I ���`�Q w°OJ�� /; \/.i �f J�, ^l3pp I v i/ i WATER IN h ...................I 0'^^ PALE BROWN $P 0(Q/ Q \ OZo o s• l/ / to ^^ FINE TO R Q or f I.... .�0�e�.- . ,o; .... /:� /1 owl FOR // I j �; ! - MEDIUM SAND 0Qg or/� ,DWI >z�..m 4 / /'ppb , / •m ^ o; usah S %y o / / eh 4p FFN I Q4 "I........ /'i � I 3 17.0 eC lI 9 h/PUblip cly W/V eh pt@r) FN N SNfO Q •.'.. / / U ^^^ 1 'Z "\ N . 00cy PEN Iti t SNFD °s co LIL' vY• 1 N6 i C:/ , 1 omo r wQzco jii A low) " "".AUG. 01, 2023 AMENDED PROP. STRUCTURES AUG 7 2023 30 .......... k/STIN 1 r Q OOIQN /A MAY 25, 2023 AMENDED PROP. STRUCTURES �Y \ I CpgTy I II 2 j O v, 1............... :' Il l4 1 JO 1 I I O N P7 C7 c'3 2 JAN. 23, 2023 IND. PROP. STRUCTURES °`N OCT. 03, 2018 AMENDED LABEL "JU:ii:.Q�:i!C3':if °N SNFO I Nl I j, N I I u J O O Z Q SEPT. 18, 2018 IND. LOT COVERAGE C`Tr'tSt'£S .. FRgM °'N .N�/ i /21�e ` m _L0W QW o __ ..I� AUG. 22, 2018 IND. BUFFER aP..TyN`•..".• /you , 9yFOP I/20J .p // / ^ kI� AUG. 14, 2018 S.C.D.H.S. AMENDMENTS Survey for. pUsf O/f / /// o %"� 2 I N �Q3v, J MAY 17, 2018 AMEND LABEL R �e APR. 25, 2018 AMENDED PROP. SANITARY co V DEC. 05, 2017 IND, PROP, STRUCTURES NICK NO TIA S DATE: NOV. 11, 2017 °8N = I JI JOB N0: 2017-587 A BGG lt1282U LOT COVERAGE: / N h vrn r7 CERTIFIED TO: Town Of EXISTING: yeO /��l or 00 NICK NOTIAS S02Gtj7OlC1� HOUSE = 1259 S.F, t%'er Iror� 3j2) , O (� GARAGE = 526 S.F. (0 IS, /Qo er./ ¢ N Suffolk County, New York PORCHES = 469 S.F. / ll;b /?i y I "° W °�o PATIO = 1002 S.F. wpfer� °Ck S.C.T.M.: 1000-093.00-01.00-003.000 SHOWER = 17 S.F. 40 0 40 TOTAL = 3273 S.F. OR 3.0% I I I PROPOSED: SCALE:1"=40' HOUSE = 5144 S.F. POOL = 960 S.F. TERRACES = 2907 S.F. DAVID H. FOX, L.S. P.C. N.Y.S.L'S. #50234 NOTES: TOTAL = 9011 S.F. OR 8.2% FOX LAND SURVEYING 64 SUNSET AVENUE 1. AREA = 109,558 S.F, 4opROxi WESTHAMPTON BEACH, N.Y. 11978 2• ■ = MONUMENT FOUND, O = SPIKE FOUND, OR W�TLADNDOBOU�DARY(46 6VERAGE 1491 S.F.)0 FRgO/v Op (631) 288-0022 3. REFERENCE DEED L. 11896 CP 836 yOuiE PROPOSED: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 4. ELEVATIONS SHOWN HEREON ARE REFERENCED 15 A VIOLATION OFSECTION 7209 OF THE NEW YORK STATE HOUSE = 5144 S.F. EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING TO N.A.V. DATUM (1988). POOL = 960 S.F, THL E AND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 5. ZONING USE DISTRICT = R-80 TERi(ACE = 2907 S.F. ' CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE 6. FLOOD ZONE BOUNDARIES SHOWN ARE FROM FIRM PERSON FOR WHOM THE SURVEY 15 PREPARED AND ON HIS TOTAL = 9011 S.F. OR 19.3% BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON , AND TO THE PANEL N0.36103C0167 H LAST DATED SEPT. 25, 2009. RrEES OF THE NOT TRANSFERABLE ADDITIONALTI FERABLE LENDING INSTITUTION ES TO ADDITIONAL NSTUTON ARE 7. THERE IS NO GAS ON PROPERTY. OR SUBSEQUENT OWNERS. DWG: 2017-587 SANITARY SECTION: C.I. COVER PROPOSED TO GRADE HOUSE 3P FF=14.0 FINISHED GRADE N yEL-11.0 EL-11.2<q EL-10.5 / 44 *4, 6.S IE-8 C-9.1 IE.9.4 _—_8_-- —1-0—c IE S / \ 3.0'MIN- EL-1.5 � SEASONAL HIGH S()'S`*16 GROUND WATER \ F CESSPOOL SEPTIC TANK 850 S.F.S.W.L.A. 3250 GAL. o DRAINAGE CALCULATIONS: REQUIRED: L/ `� `l pSe HOUSE = 4919 S.F. ) l Ah �. �p 4919 x 1.00 x 0.17 = 836 C.F. 0 ry �• �l /(,/O �' Qr S36/68.42 = 12 V.F. / e q car. fOr USE: 3�w , tt nne Jr m@�-/ (2)10'Ox6' DEEP POOLS = 12 V.F. (Owe91ry9 40 Orie �/0 y I v t /p / \ e, T OP \ r \ 11 \•\ W/RF ACX-,rVp�'1RiiyG ACk f C3500p SF B fcc¢CtL4Gt��Cjr�'/L{G'Yr klgn �1CCGlr� C�G� ti ,O.O,•� \\\ \ \N\4R S i tt ri !SgN ppt��(JCGS^ \ S \ , O�i� \\ \\ \FR\f TO I t 1 J qRr •.. �� T Ab c • . CNArN \\ l --pfRy0U3 \.\tt\\ ,t ' t+t ..\l `CO T \`O`�/� •• CONS RfOURFO PTFM If cRA �y �+ I nQw \•\�:......_.... Ok--ce/� Jr /4Ix- pOO```d. �I-` R N 1 S D E C 49/ rm ;,00..*. ; \ ..Q Q.o..��^' •...t U _ APPROVED AS PER TERMS Swcq - Q AND CONDITION OF fows0n CS he�/y •� •. _ C� PERMIT NO. ti e4,ng w �V �' �7,s�, °Iv ' \ if t O tt,"J 2° I '-f 30 g_�-\-_�2_ a O �I :� -t I p 7- /P e s! __ ...f. f �, mr... J z '�'� r \` s.,-` N AR DATE{ r �6/l� W h , eo f+' ?'`+ ' Q.. 'L . r o w I r! o, `r N �,; °ter) FE" " ShEO `. ti /j I` /j Q O �. i / ' 1 2u ♦ N`CO �+ Q 2 i 1'.° W / Q' \ MCa fu OCT. 03, 2018 AMENDED LABEL O— SEPT. 18, 2018 IND. LOT COVERAGE N ��// AUG. 22, 2018 IND. BUFFER `a9 ' 6' 0 li, `' ,..., ^terl ......,; t ~A� r/ / � r , STrNC p 1A 2 +I W 3. = ZZ O r/o� S 3 �irY 1 Ow/ j I Fki 1 AUG. 14, 2018 S.C.D.H.S. AMENDMENTS fjD q� t r, qr& ! ' l 8W W MAY 17, 2018 AMEND LABEL �'y o o Fo o +y°j 1 / TOR 1 I H� N t`� 0 m- ? APR, 25, 2018 AMENDED PROP. SANITARY Survey for: I o;N `h ._0 11 t Ir '/D '�2" fMgrN v3;-.in O H S' DEC. 05, 2017 IND. PROP. STRUCTURES 2o2Z RgMF o o ' 1 �! y ; /I U 0 Z s z 4 OCT 2 5 F ah 1 1 / /�c��/CYP I m WW O DATE: NOV. 11, 2017 NICK NO TIAS Ifo �//19S � o^ �W Q JOB NO:2017-587 LOT COVERAGE: At S"oId Tmn CERTIFIED T0: Board of EXISTING: �m _ Bayview HOUSE = 1259 S.F. 1 0 NICK NOTIAS GARAGE = 526 S.F.of PORCHES = 469 S.F. oe 3 Southold PATIO = 1002 S.F.O TEST HOLE DATA " 1 Suffolk County, New York SHOWER = 17 S.F. MCDONALD GEOSCIENCE /y''Qtv I n 110 TOTAL = 3273 S.F. OR 3.0% DEC. p4, 20,7 eO Jh 4r fp 3, 1 M �� ' Q S.C,T.M.: 1000-093.00-01.00-003.000 PROPOSED: EL-10.2 WN 0.0 (ow er r� 2,� co p +i1 4919 S.F. QARLOAMo o S er1�g w/p�byo er/ 4 40 0 40 HOUSE _ a o ' I -- I I POOL = 900 S.F. CLAYEY sc ° w On% I SCALE:1"=40' PORCH = 295 S.F. 3.0 w TERRACE = 2234 S.F. PALE BROWN TO SP TOTAL = 8348 S.F. OR 7.6% DAVID H.''0„ L[S f'Q cN .1' #50234 MEDIUM SAND NOTES: G.W. s s FOX U Y�YING PROPOSED LOT COVERAGE WITHIN 300' EL-0.4 ---- 64 SUNSET AVENUE 1. AREA = 109,558 S.F. OF WETLAND BOUNDARY(46,649 S.F,) WESTHAMPTON BEACH,- N.Y. 11978 WATER IN (631) 288-0022 2. ® = MONUMENT FOUND, o = SPIKE FOUND. PROPOSED: PALE BROWN FINE TO SP 3. REFERENCE DEED L. 11896 CP 836 HOUSE = 4919 S.F. MEDIUM SAND UNAUTHORIZED ALTERATON OR ADDITION TO THIS SURVEY 4. ELEVATIONS SHOWN HEREON ARE REFERENCED IS A VIOLATION OFSECTION 7209 OF THE NEW YORK STATE POOL = 900 S.F. EDUCATION LAW. COPIES OF THIS SURVEY APAP NOT BEARINGTO N.A.V. DATUM (1988). PORCH = 295 S.F. THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 5. ZONING USE DISTRICT = R-80 TERRACE = 2234 S.F. 170 CERTIFICATION INDICATED HEREON SHALL RURED AND N ONLY TO HIS THE PERSON FOR WHOM THE SURVEY IS PREPA6. FLOOD ZONE BOUNDARIES SHOWN ARE FROM FIRMHA TO CY TOTAL = 8348 S.F. OR 17,9% BAND LENDINGEINSTITUTION TITLE PLISTED HEREONEN ATAL N D GE NTHE PANEL NO,36103C0167 H LAST DATED SEPT. 25, 2009. RSSIGNEES ARE NOT TRANSFERABLE ABLE TO ADDITIONAL ILENDING INSTITUTION. ENRSTFITCUTIOONSS 7. THERE IS NO GAS ON PROPERTY. OR SUBSEQUENT OWNERS. DWG: 2017-587 _ r•IIS �� Awl BAN, .a , + Oita Y NOTIAS HOUSE x 450 PARADISE POINT ROAD SOUTHOLD, NEW YORK 11971 w!pw y w. _ a P P/ x �F Bruce Nagel + Partners Architects PROJECT INFORMATION DRAWING LOG DATE OF ISSUE GENERAL NOTES SCTM 5 C.T M 1000-C93 00-01.00-003.000 - I CRNFEONS AAf BWf[CN4FEl[SIMMN WlNHSIEGNTF PWHIELt MpEWIROlIIND vfPFCPMLOm[CNiPeI 15 gTEMP6U{S PAMlS MEOCHE AM DOIRS LMILE BE RI EDLHO CCNCROI:S¢LIMII IETALLF[PM CePAELF NE(NEC NERACCOMIREL,kPTxCq ALO If[TRLPLlbOA OFME NTTp EEPRPPx EL MULL SI •PART OF DRAWING ISSUE(NEW OR REVISED] _ _ FP.M STRLCTURE FOP.RwLREO RRLNr PND,MAWwEfcTpee MTAAIN PESWNSNun wRTE.sTRIGnrk Df TRAMEARhIG HO CCxpsmTxESIEWRFNG BTRu[nRE wMmx PM cf+]P.vR vaxELPWTECmNIR wuN]mlTfpNMRacpR[aGA.NI¢ECTw(ALx(RxsxeuafewW OFfNE wpfR,RTTEROrPN4'LO eGnL PEa PROJECT DECRIPTION NEW RESIDENCE g NEURfD�smLLC MEET LD(<Lelapw ccpfEAM MOLRENFIJROf TE x]Lk pwxER:leLnPN[EREPw¢FxraMF EePONFcmuNry Pw PuxIExOM,Eurllnk Pn[ePn aJklxlP{wIRIe;NnaL¢rsnRm NST•Wmxs LPF _ CCeI1P.PCmR ORpMkASwll[BTMI,AL0.MIL vfPMR MV1xE 1pWNU\W4E PIIbRtt CieF11l:'M1GPPR CC•x1NCmRm%KDL'[EWNvrNP ,N11 WMNMEREMSEA MEIPS]V OF IIWAXVEWIWT IDE,A.ALL1Ff+r TARIONIML�MIGSNALLPV+[pN:FIRE RA..MGRS IN,OA 1-1 VFPJr]INLET ZorJNG R-aD O INCLUDED FOR INFORMATION ONLY(PREVIOUSLY ISSUED) c ss _ RECIRED NGmusmN(I...—El MADRID—..ATOE EMSED PoLEI .Amx AM-1..,A..".AF.ATO IGTAUFIEN. Ea CCIIIWCIOP CPOMEPSw[L(ATMINLOLREO AFPNJVAL PFVAIEO CEPRG,1¢[1 O(CLPLLY NEr¢mll 0 fINRGNNIC NST<L,BYGIf SiumNSLmNf pEE[lYb eVPir CA[fM[OLIPWN:EWTNRSiAE EL0.[Ab ,I RAM W[NWmxNiMSF6MEML MTEECCMLLENRx ME BRCRPOpRG MfSP¢RAmMSW LLiPAf RE[LOFNi LOT AREA 109558Sf(EXCLUDING BEACH TOTAL SITE AREA 107560SFOF BUILDABLE LAND) = ,,. AvvRDNAL AT wPnpRN PER¢•NMpFWNAGfMEs na\NG OLPGOEmnTrNREDF ipo[ ,P SAT RC. PwLRItaIRC e S f ANFMSWLL CCNCMA TC TE AV'I[WSTATE OW 91 FR FFA FEMA INC UJILM:[LE ARE FLUME I WNTAIN AINILV C DOME EMBER ALL ETELCTI.INL FRANRG IAUSERS+NC F[1EFLACE CR C AIRN McMTMf Cx SFE rNE ESw Yffh WN,aL aA40LLP{LLFf[SIfE'r AXU I'JUFl iFSTA[ fp(iNEM LCT CGVERAGE TOWN CFSOL7HCLC PAAAALLOWEOCOVERAGE 110`5 OFBUILDABLELANC 111 3111F:FROPOSEC COVERAGE 5305SFI9.2:' DWG NO. DRAWING TITLE - PfGLumNSpf nk mMl pf xREm(mM1 hEP_-Owv CGMLCTAUL'LARSAM MEETINGS TO.DILIM.E SAFM ME Pf0.CABEL LERG TE p(w G.ELM: ELCTON SAFETpWFPS IL'UMMIDINAISFNA1-11WGWAIINAM EASGWLIKILESU TRARAG FITAECOLPEECFEC m'A[OIXTIN ABTE [HOSAGREEE NDRTITINS[eTEECNTREEEFUNS IM ..FLp[R.MLIALLEELATEMLLr:LFFDAIE[BV ERGULW]P.BLG[xNG.IJRhAIENCTp(MNGEFUFF SEE [CYN,FRE INCFFThEGfNEWLM•ECm ALLOWEC COVERAGE WITHIN 30C FT OF WETLANC BCUNCRY .2C x OE E49 SF 9.330 SF[20%; PRCFOSEC E305 SF tIS D%; Gaoe `OVER SH-, ••••• CITTRACTERSIALLSTIF CRIMENITIAMEAKAPTOOT 2 GMIEWLCen'rW[mi lnL AWr NPE [�sNFT MFFnG \ERRv CAME w'Im sF Gsw SrPE PLAN ••••• - LpRMILFIINNTF wER41Nf[CNEAimF wLL<E LNE ALL A¢iEN:YM ANO W6lRr IFENG THEM ML. 2.EF1 1 GLCANk`[GmTPACObN wfETD Df 11.dF A{TFC PFi9RP.ANC RSPCIEE. GROSS FLOCR AREA MAX ALLOWEC GFA 10.100 SF FROPOSEL GFA(EXCLUDING BELOW GRACE FINISHEL BASEMENT AREAS; 8330 SF I COMPLIES ENURGED arB IFN ••••• _ bew[H4 PApnN eENtDMmLemN SwLLstePE AwNPu[NFM N1L pE1IG. .,wFku SWLL BE INCICAU TO F.B.YJe[tF IFF, F[ME CLNA'If L—TEF AA¢wR.v T's LEEM5 TN[ERUnw GFEc L,ULETfLWP$ISRLsSME RSFCRAMW.IEMN DD—MR,-11:12 EASE IT III • N F ••••• PNCICRAli WTEWI ONTARSE FWMCR$FE CUTTING OF.SOLMCEE L-RU AWAY FACN INE CCFEIFL[ml:SRI P CMT SCALE ANTIM ONENSICIR LIFE—ESCALE[MErEOM 4A[MEE(T NAS RAN F.EIM:EC �CVEIOPNLThOTPfMT EFEOFSWUWVEALVE[31TEFEOPFERSMAETWTSWLIAMFMWEWZP FLCCP VA ••••• xLLLBE(I&A SANE GRAVEL VRTn EPAI.NmROi lMf;fi[MPMIG LNfVLOWNRI LYTTFF A1MPl+ANLILHI:Cf f[.pN EI1f MFF(mAT.AK ceN CCNfNLI pR JCI.'�f llF[fsc1. EMM PNY Ff IACFp4riVSrEC Nrt TIC PGCFMG FNEn WhWI FINCIHEC AREA PRCPCSEC ICTAL (A DOOR RRES F.I. ••••• A Cwh1GC ADE[FECRATENS PS RIAWEN(:OF EEPLE AGE SWLL MWN'TIE FFCFfP.1r CF TE AWATUT FN CXP,FILLPNCMEIWm6ehli EwFTNEfIF[TREALEENAENfTEh,ANCAIh C. EPEC hkhTONIK SQUARE FOOTAGE LOWER LEVEL 2M905F ROD,LANACP A ••C•• iAIFNTEf RLLMFF ELMOx6Y<CESWL'tE WEIL FF.WFf CN:[EP BANYPLIY GM\fLFWN,SIIE[V5[UA(f NxETxEF IYFFAGk:TFCF.RxICNTA PAf WDEEfxfCUIfFCFRGT ThAAPf MimFElSf[CNAI:r CTEF fttFMF OfMBl0.CNLTWTAfpLRC IGLHl MC[DF E%ERAiF ELEV ATIElF ••�.•• AFFROVELSITEAKC TAMA5MANEBEAPNGAUTERVLFGFT Ff SEfASLIPWAIW SVh Gx5MGf iPG¢ROF p1EI.E[IETEME—FCTExCEFTAERMIMBEEMEIRN h.FpEGNZAfGA FMPWTF(GA EISARiI SUMMARY FIRST fl00R 442GSF 20? ENIERIpR Fifl 111 MS - WRINI-EPRIGCAv.A:PYm EESDDDLBS PER SO FT iG TEAWMIE[T. ERiW[mP SwLLPPllRFP WrkGaNY N-RNYf LOP TEWmWLGAS xFADENAM pTEMfi rRbP[WOME[WLi[ AM3 BL0.D1l11.11E ••(:•• INMNRaO If(GECNTEPPWF[i ECATRAimNm LDOWWEixF PIFMG OF TEIVTWLGAS SfNN[NR.Tf PWPEF. SEC DREG FLOOR 3910 SF - 9.w TRE.SWLL BEPA ON IMpET[NMEO SOL N A ANDORRA SOL PREFURE IF 2 TONS PfR SC FT ANE SILL WE A. '.F,1[Irf4=mGFNEAFI ISEFFE-Al—A SLNF4OL'WVEB1.RFWVEC.1 MARTATEE-11 EA- METICES AIG SUPPLEI6 MOR m YGTILLIM ME 14FANE FOR THE xV4ER F'+d B—PM SECTIDNC ••[ •• NRk9EOF l6 Of[OVER. NNIS ARE PFEM\LO ON MM OPfMES tM CALLfO iJPN pEiNG WPLLS LONNF[mP SwLLBMtf pG1NG<S TOTAL FINISHED$F 10.820 SF AfJC EXTENCP PENDERIKs ••C•• FULBREPMFm REV(NAICFEREIIGAALLS-REARS WDFRAfTEM Em LAlTLNEARV[NAEIEtALLUM ,i WN PLLANRB OANN LRS MAI TGlF1S WS BITN OR EART WAS AAA,BE CAST WII LAW NAGTE INE 00 ro SEPm �anl - Ip. KAFIF CGIAFARSAF FADGM,ISI I.,I SPECIFIC SISTEM I.,ALD BE ASTMN. —I CECEDIC ••L,•• CNALLI NST I—EDm NTITEA-O NN PSI ALL,11"1 E NEAM.-5.11 It WMEPoM.FPPMMMRGUMk ORtMM8 TAPECGMULECMRHIWAUCA N SWLLBE[ASTRN TRATOPjWLLWVETMPLLMMERIbTALIAI pP.W PEE FCVELNCEFGAmMhPfLDw'PTALLM WIEJN.IMf vAMDW SCNEDuIE ••�.•• NA9FSUB5 PoP[NC C¢YS-B5LO t[SAmM CON rMA7COR[ EE,W4MENSVBRCPNKU TKO4MTSLAe MRAUW MM:EMM _RA DOW SCARTIL•LE ANO DOOR SCATESULE ••C.•• I NJT l5fC Ail AXIS t"' AM GLF➢NG RECUNEMENTS ••C•• - OESEN IOAO[ - ABACI f¢LA-:O VwEF Ut At IOI.tR]LLANED.C.PLARE M. DOCRECAL WNOMZMEAS C[dIIR EAP? W RSWILCEKNIIWTWRYPTI W:SFRREL PMPEIur.GEp TL ALCOIWARMOm IEVFL: ARIS IAA-R4#R GNGRAM ••C•• FlL itpC•P-N tEa.cF[AE LEiL sffSASRYI[PED pN PUIe LNW]ULr EGieIUIEIM SIwLL BFMSMiCCMON.VN.E NIix WNNACnMEIE PFOLWL RT 1NE 4fPLNMEPxp MA[SPF[RAmIF _ ••IC•• _ L91b-3pLR5F[HFLMO S'ECELAILN ANS RKCWAENDamN:. ANNEIGENEKK DETNLE ••[. •• WOE-60LP.SIWFLOAD -PAGID ENTFAEFTMMA1ICRL[•IGS ExAll BF 1kPSATq CF MEV RC(ANI wPPES ImEp AFJLCNGS Au[TPNr RElNim BE LFL GENE ••C.•• - - ` A402 E CDINIEJOEm LMFP PAATmrG FARALLELIC ELLOPJOEm AWLM ALL[iENNGF ANp UNCEP hFixnlE UMfSS SPFLIFIF➢RNRFN II CLL'GN R+EA SINE_"IF.—I I.E.CCW l3 FN`A 111 RG 2 GRADE JOO IE :LOPoO 1 LfNGMGF LO_ AMR - GENERRAL NOTES AL NOTES ANC GETAP. ••L •• - - - RAFTERSS.,NET pfEE[II—A SICVES CFA II IA OR LEOB AND—AETEASEU AANGN OF IB FEET FOR SLOP¢ WNDUAl AMC FORIxNE IF WE SVAFSE ETUL CA L L;PAW A-11—II LELF11311 TIE ROE EDGE OF INE VAN GREMP-A>N 11 12 PIASR GO D¢Mb SWLL BE EMMA GRADE PLIMOD WIIN EDGE GCM BLCIFU OR"I(INEP LNLNINFAOM-11MR-FwVIG STRUCTURAL-ARMS ••�.•• _ FMR-S, AS STRU:IIII-FOUNDIALI 111 ••C •• S NLMEAF 1.1 OE REI M 1.AT INS,111—IL IN LESS Ili 2.1C FDA 011-1 MTO G'I'll PNCS LE I.rII-. -2.EDIFFARCmP1.111-EPI.-1—III IF..IT PV ME O.VNER AID SWLL 11DRDWE—ICA INE - - AFL-MST FLOOR SUM FLAN •• •• PCNERU.wF ALL CAROMS GREATER TNI FD N HICTI.WL STEEL SWLL BESTEEL AND SIAL,BE INSTALLED IF PER A_I`.0 AFPWFNITE DERESBEFGPFRGiALII PLAUIDARE Fl� LAu SPEFT t OF O ••C •• MATmN PLAN-12 pia ••C •• 1P MWfPE'III BEAR OR 1 NA PE-TAT M WALL ADI A Evi POET ON ALL 2G NALL_MAINBEAV PAID—All BE IS pM'waLL SWLL BE U[.G:TGF x GYPUN&CAW NALL iNM[SWLLBE AE XTEC LN ME FNx 'G C]NTMCTOA SHMLPRO ULf CAI-Wll4 TO AECCULGWTE Tk ONNMIL CRAWuE fALII ME UGE6 OF ME RAM INC ` - - 'LAI ••C •• IRS W1TN TxfrWifF SAE'UGPCRi STRU1L,fA.'RfD]ANEREE-MEWNCNPCTUPER.TIERENIPYGSPPCf SCNFpULE RIRN LfYELS SWLLBf CEAEO fiv ME U s 4 WMIIC(a NO MNIIELT;WLLIfttiTR'i<W111Hm ALL PWi LPFR CAIFACEF ILLA1014 x IA BEFORE v KTN u TRUtTURFI-RGGF F. MNVB ••C •• &fxR MILERS CHEYIfNOP hHIESWLLBfMUVTE[ vfWUSM11CFFNAREFIRTEUSG WMhppv EOrTIPFLTORNVREWETOFEERAmNSFWMTxf SWLLOEAVi1 RACEONVMGJOME NRXBImNAlIE+O EGNf w&FOfVY FmEPL'NHINT Gi S-MC UCTURAL-STEEL DETAN ••1.•• _ CMP9ARMTE EwLLbf AMIVJRECPop CCF[MLC•USLY"ABACTE[MIN THE FOLWOAmx 1 TM WCF I PREhNT MF AE,_1-111 RUSSIA' t A STRL•CTURAL-WOOD DETNLS SIM OiP •• []LLAII11 AEMVIENI 1-1 ASO-ENT UIOFR YNIC FE E 1.TAE G.A..011E WVL I.E.SEC. eh MLC NLS FM TMI SILL BE SLID wFLAR F PANRC N[SOLO WOO[AS SP¢RC F STAN E FULRED ALL GJL] .TRUCTUPFL-WOOD SIAnO BHEET+Dia •• FARIIfC'x000IM1PlG[JANPS AM MLLM'RR'WII BE PPRLOPCpATO AmiNMD2[CAT.Mt+Nd ttP CCITIVCTOR Cl,LGE 4RA[E 11UP CA LOCA:w 11ME11AGOfNFAWtn1[NtpOpAAMxRICCN EPEMbE iwT[AEPUPB - FAOTEMMANL-BUIORF TC FLWh A—ME BOOINGSxAU BE Ci CCIWSON AMMIT WEWLS INC SMI:NO SPECIFIC ATEIL[4 PNx feNLOptf wFMI TNF CRANING SEF TNF CIJTMTMfi 1 IRNh Er A I.R.CFI E RfME Of(OAPoSGR:OR DFTEMW TIN VMI NIGHT RUMS FM ABLDS Of INE=71DITTRE IC RESET.M:D EFF¢TE /m[SxES[+gERGSMIY.RIMS SWLL BF PINTEO TC LNmx uE4'CONsiRICmMPS[lpSf AS WSGNLE E LONiWCTOA SW.LI LSE AN LNCFRVrhkNi!'f:;l66NpR.PAPER MEN AILWWWOCC FLfAW BEFORE NiiAWION 1•FASTfNEPE NISLONM_roRSRtUDW NMS EOLR SEEI.MNCANCmPS MOTRUSSPVEBM-Ef B,UARCtG - .D[AfFflMb S CALL Bf fLWttEO PM YETA.IIFE AI[•MIFF REN ME AWL DACES A%MLL11111 ME R O E OF IDA[rtPMCmA'.TC fMLNF rwi ALL YJNG VER,E a:ED WpIEO 1 GAfitE WpF EDGE:SWLL BE STABI�C Er REii WG 2,111111 WFlEP:vEFPfm[UUP.It PIIS 4CN:All BEIwEEN Tk TIA�mFOEE,NC IGtLtF[11 Tk]CGtt OF wCMF APPLICABLE CODES _ - Niro uui wDl RAirt&sDRANNreM 11IMSE pufEET TGWAnu rMlRLNG NEER MARG SILL BE M STPGELONFCNWMF SIM TM Il STATE I—CODE-XIFwABINFIEFEAL5 IMBAL SYSTEM 111PD_`5 =CONITERSMSMMBIf TCR IGNRb OfSLY AEOIPEALFVMNG ANC iFPwRMNGECf wCRr.FLt CAAGAwLRFf TO - - - AkRLCALM[M1t ANC 1-1 OEC¢ - - - - CAIDEF E N1M 1E 11,1RA(1MWM ME PERF]RWM F Ci WGRR.PLL VOME—1."TO MEET LDIII IIIFANNAL _-- b[CWIETINA [NSELF FIS IJTEMF MtnFS[fSEN ex'[F V MM OF LCI:.DO Tk dN:Hllf[L WS MTlEEM1'AFIANC F[R,EDPLA[NAm" RE:'oM i iIF STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC 8 GEOGRAPHIC ! { l DESIGN DATA"PER R301.2 IN THE INTERNATIONAL RESIDENTIAL L BUILDING CODE.TO BE DESIGNED TO MEET 130mph WIND LOADS. ALL PLANS AND STRUCTURAL DETAILS TO CONFORM TO THE 2020 I BUILDING CODE OF NEW YORK STATE __.�_._... T Southold?own 1/4" PER FOOT MIN. PITCH 1/8"PER FOOT MIN. MIN. 4" DIA. SANITARY PIPE FVC WASTE UNE SDR 35 SDR 35 3e FRAMEWATER TIGHT HOUSE CONCRETE COLLAR %APPROVED OCKING DEVICE F.F. EL. 14.0' i0 MEIGH 60 LBS,MIN.OR 20" D-BOX W/ STOPPER END PLUG SECONDARY SAFETY LOCKING COVER / </L UDS/DEVICES TO BE PROVIDED AND SECONDARY HQq °Js1 I.E. 12.0' SAFETY COVER AT GRADE 11.0' EL. 10.0' O / 1'MIN. 6"THICK CONCRETE 4" I 11 N r SUR PIPE I --------- -•d0='�- 2'MAX COVER CLEAN OJT 10.2' ---- IE. 89'. 10.1 I E W E . LINE01 FLOW 8.7' I E. .{ :i8li1 :; Cb ESO" PROPOSED ,pv O / ^ \ AN11F110 OACPCN )LEACHING POOLS(4 [4J EXPANSION POOL (4'DEEP) [ 'DEEP)'• 3.0'MIN. GROUND WATER 0 HEGW 1,5' BACKFILL MATERIAL TO BE CLEAN SAND & GRAVEL EXCAVATE ALL UNSUITABLE SOILS HYDROACTION AN 1 100 GALLEY DETAIL /ate p \\\ J SANITARY SEPTIC SYSTEM PROFILE .c_V \\ \ 0se qPp N.T,S. .ham �� Cp R 0/v I"t Or yogNF F O� fo or fir/ r� Q / e Jr er/ , Q/ 'y / °Q� ��kPF%f M °fie DRAINAGE CALCULATIONS: \ w Oc MO REQUIRED: \ DterJ Or' COr/ HOUSE = 5144 S.F. \ • \ 5144 x 1.00 x 0.17 = 859 C.F. \ 859/68.42 = 13 V.F. \ \ USE: \ *17-of (4)10'0x4' DEEP POOLS = 13 V.F. \ , 0?0 CZE 0/s CFf r Ff 1`w. e °3 ro \\ \ BgCKfO$TC/RegCRgO/iy L r �C 71 '•. N \ \ (3g0p0 S}rT F NC&C l JLCC'IG�C\r �?�G�r� l/ TEST HOLE DATA 4� N,O.O ` I \Fki\NO wAT ) F / \\\\5;;,,1RC J�CCC'n�C�\ MCDONALD GEOSCIENCE ��0 \e\eRNOE / AR/Tq $YO�C CC .............. ....:~1 �Yy/OATS / DEC. 04, 2017 �\ \r�eMgiN / ODOTft,\ -1rj.�\\ l EL=10.2 DARK BROWN 0.0 O III F"YlsLOAM OL T. \ ' 0.5 r J SBf ANi 7. BROWN NItsT �� �` C.O'H,S RpNyFMSVST CLAYEY SAND SC a1N(!Nk FeNCf \ OUs°RA L.ORi \\\ \ t DWI/ \\ ` 1 \\`Vi COL��/\\ \\ fOUiRePFSy 3.0 \ PALE BROWN FINE TO SP MEDIUM SAND \ .' i i EL-0 4 89.8 ti Q // - `° :..- s \ I V 6� I V I � K hW i i I �1T3p � I ;�'\i i� WATER IN FINE TO OI1/ .......I,. 4e\ oro 0'D'�� i PALE BROWN SP R QaQ;y DWI Or / \ ` �� ...... ' / l\w/ FOR / l 0/ \.vi i MEDIUM SAND Do fp 0w 1 �o�:::u.; C N �Fp y� (�'�t V E . (Owe n �' e /Ven S(Jso 9/as �0� ........... 17.0 / N Eq L 1 IDUbIiC woter) n Eery S�N s o' ;.., _ / ' '�O r Dom' I �► k'z Cy y E °3N 6N °y . J\C U T N00 q� R JUL 1 1 2023 �° LU YW� O FRE s FN /Nk \ '�:.... ...I ,l '// /to �Q� N jL �•/ o.... Cl i o o� �,,,, �t�� 1 Boac,Tr_lstees / MAY 25, 2023 AMENDED PROP. STRUCTURES \'/ l l r NG pq Ty I 2W =p W W JAN. 23, 2023 IND. PROP. STRUCTURES r SbED l '+ TOR H N OCT. 03, 2018 AMENDED LABEL °aN °.QN s / =U eM'1i/V (O OIno ,y °NFO J N 1 ''} Lo _1002 SEPT. 18, 2018 IND. LOT COVERAGE W¢Z O AUG. 22, 2018 IND, BUFFER AUG. 14, 2018 S.C.D.H.S. AMENDMENTS 'y0U$ Surve MAY 17, 2018 AMEND LABEL Y FR / / �I / -C Qy J for: f p/ , / /a� I �� APR. 25, 2018 AMENDED PROP. SANITARY J/ I DEC. 05, 2017 IND. PROP, STRUCTURES NICK NO TIA S DATE: NOV. 11, 2017 2 FF r JOB N0: 2017-587 At /l ti� e"CF a8ry = � J-1 � Bayview LOT COVERAGE: n CO CERTIFIED T0: y 011./ I�to EXISTING: NICK NOTIAS c t�[-i Town Of HOUSE = 1259 S.F, ye�tfj Or for 31 �' �,-y....r�✓� Southold GARAGE = 526 S.F. (0we�i/� er R mer 2,�4, r O W PORCHES = 469 S.F. /9 wip /?Q /y (/� Suffolk County, New York PATIO = 1002 S.F. `b"� WO PATIO t• `��,c. S.C.T.M.: 1000-093.00-01.00-003.000 SHOWER = 17 S.F. r� 'on as ao TOTAL = 3273 S.F. OR 3.0% o I PROPOSED: SCALE:1"=40' HOUSE = 5144 S.F. POOL = 960 S.F. TERRACES = 2907 S.F. DAVID H. FOX, �lt�S.��; Y L.S. #50234 NOTES: TOTAL = 9011 S.F. OR 8.2% FOX LAND SURVEYING 64 SUNSET WESTH MPTON BEACH,NUE N Y. 11978 1. AREA = 109,558 S.F. PROPOSED LOT COVERAGE WITHIN 300' �0�"0 Af, T 2. ■ = MONUMENT FOUND, O = SPIKE FOUND. OF WETLAND BOUNDARY 46,649 S.F.) Rg0/V OF (631) 288-0022 3. REFERENCE DEED L. 11896 CP 836 BOUNDARY( Hoy F PROPOSED: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 4• ELEVATIONS SHOWN HEREON ARE REFERENCED IS A VIOLATION OFSECTION 7209 OF THE NEW YORK STATE HOUSE = 5144 S.F. EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING TO N.A.V. DATUM (1988). POOL = 960 S.F. THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. 5. ZONING USE DISTRICT = R-80 TERRACE = 2907 S.F. CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE 6. FLOOD ZONE BOUNDARIES SHOWN ARE FROM FIRM PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS TOTAL = 9011 S.F. OR 19.3% BEHALF N THE TITLE COMPANY, GOVERNMENTAL AGENCY PANEL NO.36103CO167 H LAST DATED SEPT. 25, 2009. AND LENDING INSTITUTION LISTED HEREON AND TO THE AS NOT TOPANSEERABLEGTO ADDITIONAL INSTITUTIONS 7. THERE IS NO GAS ON PROPERTY. OR SUBSEQUENT OWNERS. I DWG: 2017-587 N APPROXIMATE \ LOCATION OF FRAME HOUSE � \ NOW OR FORMERLY: JOSEPH MACARI, JR., DIANE MACARI, / v & ANNE MARIE MACARI 1 (DWELLING W/PUBLIC WATER) I 1 Scale: 1" = 30' / --Existing Trees Numbered 1 Through 10 To Be Removed roposed Trees for Replacement - 12 Red Maple (Acer rubrum) trees to be isting Sanitary System To Be Abandoned planted along the driveway at sixty-foot intervals 0' caliper at planting). Per SCDHS Requirements Approved by Board of Trustees Town of Southold, October 09, 2018. 1 IA�S 65 161 501"' E I ' � I CHAIN LINK FENCE - C) 7-662.82' , 0N l_ AE / O ZONE (I E X I E1 ) .f; t 1 % 11 / ST I ! 1 "\V / EE EE IG IG LG LG LG PP.OPOSED SANITAE:Y SYSTEM 1 ' wZ t - _ zo ❑❑❑❑ 0 RE #8 �. f V 0 AND OF CLEARING, GRADING \ #10. RE #6 f` W : III— Z p o .— ® t GROUND DISTURBANCE,& POOL W ` . l WIRE BACKED SILT FENCE: TRE # REE 7 TR #5 / co N ce �, D E #3 LL. i w LL, Q ��. � � `� 35,000 S z' a ti �� q. Ft. ___.-__.__ __ __ _ w ` �_ �- ~ SHELTER ISLAND L Q �LIJ � �. �, ey v Q = ,r'T E #4 I TRE `� 0 �! LU U ` ` w0 � L �` Z QFLm �, �� PROPOSED = O t; U TR l ' M 3 ! ZZ < � SOUND '� � 4 � D`�''°r PARKING AREA ® �. � 0 � `� � � O U EXISTING WATER SERVICE\TO REMAIN :_• (GRAVEL) 0 Ed 0 p Cd Z M O Z _ X W \ ' a. N C1. r 1 LU _ W N , N 00 , � o ." PERGRAVEL DRIVEWAY — °. �'• O O `' EXISTING PATH TO REMAIN, r `) Q 04 Ln I ~ I � I Z ` • `y _ NON-DISTUR M WOOD p �: OCK BANCE NON-FERTILIZATION co -- z BUFFER 11 N 700 07' 10" W 401 .54' - /rr Z N 65' 15130" FRAME SHED W ` � ,•, .,., '. ,`. _ . .., °. P LP SHED I ZONE X I 1312.74' I NOW OR FORMERLY: R. DOUGLAS BLIVEN NOW OR FORMERLY: I & SUSAN L. BLIVEN JUL 1 1 K23 (DWELLING HEATHER Oouse Pier Line NG W/PUBLIC WATER) (DWELLING W/PUBLIC WATER MANELLII ) I 1 I I h' Z.t o`Tnjt'r"' 1 I I I CEDAR BEACH ROAD APPROXIMATE LOCATION OF FRAME HOUSE Nick teas Proposed Tree Replacement Map - D R A F T - F O R D I S C U S S I O N P U R P O S E S O N L Y - Inter-Science 450 Paradise Point Road Date: June 02, 2023 Research Associates, Inc. This is not a survey 36 Nugent Street, P.O. Box 1201 Town of Southold The information contained hereon is based upon the g Site Data: information and/or data provided to or obtained b Southam nton New York 11969-1201 Suffolk County, New York Area: 109,558 Sq. Ft. Inter-Science Research Asociates,Inc during the course of r 631 283-5958 Fax: 631 283-5974 work being undertaken for the client. While efforts have Zone: R-80 been made to ensure the accuracy of this Note:Site information is based on SCTM: 1000-93-01-003 drawinglnformation,Inter-Scienceacknowledgesthatany final analysis MUST be made on a survey prepared by a surveyor licensed in the State of New York using up-to-date Prepared for: and site-specific information for the property being This is not a survey analyzed. Accordingly,it is cautioned that the information Nick Notias contained hereon should be used for preliminary analysis File: M:I CLIENTSI Notias, Nick- Paradise Point WNotias Proposed Tree purposes only,and be used with caution. Inter-Science Research Associates,Inc.assumes no responsibility/liability Replacement Plan 2023-06-02.dwg for errors contained on this drawing. ©2023, Inter-Science Research Associates, Inc. Last Print Date: 6.6.2023 ssuewwFmAnary -mlisiu—Rel— a, —E fee IMPORTANT NOTE: Th.Aeh—of Record he,net been retainedher—Into,Cent—Ad-Intlao-and do,not Zis,espomblitv for interpreting the reern of the---n documents,including —king..dd,-=maybe e—Aq d—lilh—r- ph ,undocumented ecth,—la—,and that the A,hnect of I—I is no I*n e,rlh,t1,lI rlhe—kwhen, Ille.g. he,III--have been made. 1-itl to C91`YR GHT 0 2023lls--w --e";, tl—1-1 7 �Np AUDIO VIDEO CONSULTANT: --TE� j ---------------------- ----- -- -- J ------------- ----------- -- ----------- ----- -------- RESchwh Consultant.' I j ;I-- ENVIRONMENTAL CONSULTANT: LAJ -z SLRV < I_EYOR: 4� 'J IL ego LIGHTING DESIGNER ----- ------- ---- ------ ------------- ----------- --- ------ -- ---- ------- - V- J •......... SEPTIC ENGINEER: J, j 4 t� STRUCTURAL ENGINEER. i z r Z- INTERIOR DESIGNER. PROIECT1111 Ell: PROPOSED AREA CALCULATIONS sITEPLAN BASEMENT ii P/® FINISHED AREA 2.490 SFSTORAGE 450 SF MECHANICAL 420 SF 6,uco Nagel-PImen,Architects TERRACE 430 SF FIRST FLOOR FINISHED AREA 4.420 SF ENTRY AND MUD ROOM TERRACES 460 SF COVERED TERRACE 500 SIF NOTIAS HOUSE REAR TERRACE 2.340 SF GARAGE 1.100 SF E C EIN Rm 450 Paradise Point Road POOL 960 SF Southold,New York yCCGS SECOND FLOOR J U L y fl 2.023 SITE PLAN SECOND FLOOR(MAIN HOUSE) 3.910 SF SECOND FLOOR TERRACE 1.300 SF .......... TOTAL FIRST AND SECOND FLOOR AREA: 8,330 SFSouthold Town L Board of Trustees A001 2016 ..�'.- .Vic.' s• �\.. - L' No oPTE J�cdRR coax tdill'�,81Si9i�,",•r,•','Q ® - _ - -- , _ eEsr_N NEgEK lt.1196,Sd:7 -��'i'� �'/ _ "- S'., - ___-_ ..lix `euE e.EnSr•-:.IssE'f ICS PLt,.0 S1FuiNF�:FE'•le'n fFlt[.LEEi -•a"-`-=-i`i;:f4i3`..`r!2'hfJ."'.iP i•Ai2.1• ® w7mammm _ cicl',u EE'ufCOIE _ { � - � 1 � - •lrPd\^'•ti�vi��ti:;�Y..}=51;T:f Qi � '.-i I :', � - _ ` - _ - L >1 ,-\ L,f7Ss•7 fis_llldiv( `. ®.�` 1� Ls,1E�alc•neTw:•uV 1 - - -. -�.- - •t.a:�liLalr't6P1$.a,i - - i� - � � � '�:`' -. - I--- -- _ � _ �" �- ,r Rlg'.It•17 ', tiff S 300.0' el --- — ----- —-. - IMPORTANT NOTE: ~I�- ����• The Archnea of Record has not been retained r ---- _- --_- __ __ - - ':''IIs, (or Comtructipn Contract Alldminrsir yreungnd does not lake responsibllrt for inter the intent pi the construction tlocuments,mclutlmg � � � � � � � - making modRlwtions as may be necessary dunng the cpnstrutllon Phase;undocumented =.,dlsano longe fable far hehwork where II ❑❑❑❑ -- _ --- -- - - _-. . - - i c a 8 to ihesetiEO mems have been made ❑ — ❑ ❑ �❑ ---- h n COPYRIGHT1©20vE,CPcfPtl:�u:c 11 I ____ I .�i I I - �t' 'Iy .' .• .x�rE:*s axP rH�Ft`swcElal,.rrSr:Ec: 1 __- ,1 \. I�d.•Iii. Ff.cCG,ucrlohu IacFAh�usEc Ncr A:�cwfr.L F` ' I : __--_ .'. .❑. .�, _. !_:._.; s':°1wNh:..EFPF'Fe 1 Ili. AUDIO VIDEO CONSULTANT: 1111 - lw I Energyh RES[hEeM Consultant: El 11 ❑ � i '- - � ,, \ :l, a P AAAA., ENVIRONMENTAL CONSULTANT. SURVEYOR: .\�, 1 < �I � ��� � �;'e.'I LIGHTINGeDE51GNER' 111 ❑ 1 I I! SEPTIC ENGINEER: 1 I I 11 . . . . . . . . . I � 1. II LENGINEER' ��- STRUCTURAL - _- '-1L- __ -_--_❑ I - .Ir. \.; tip: _' .,.... \ INIERIOR DESIGNER. :_'1rl jE ra 4l!#:iQ:!)i2;®�i:['l44'Q4;C 1'l+fa.tTE,&�7®'F.tl g.El::?�_ � -__ -- --- - -_-1_' '. - ' --� >�.. .'jl PROJECT PARTNER: PROPOSED AREA CALCULATIONS ARCHITECT BASEMENT B NIP/® FINISHED AREA 2,490 SF _ STORAGE 450 SF i Bl-LI`Nagel.PartHe,<Arcnne[,: MECHANICAL 420 SF TERRACE 430 SF , FIRST FLOOR - l `\ FINISHED AREA 4.420 SF _ ENTRY AND MUD ROOM TERRACES 460 SF � �� — _ "' = „-� NOTIAS HOUSE COVERED TERRACE 500 SF _ y ❑ �__ _ E _ i L� `^ REAR TERRACE 2,340 SF -. .1, rt v�_ Southold,50Paadise port Road GARAGE 1,100 SF �((1!t POOL 960 SF L• I. ) \.L q ((( ❑❑ L• ENLARGED SITE PLAN SECOND FLOOR SECOND FLOOR(MAIN HOUSE) 3,910 SF SECOND FLOOR TERRACE 1,300 SF - SoUthoid Town -- _ _ _ A002 j , ;,_ Board ofTnsiees-'/' ;'�, -�—_— TOTAL FIRST AND SECOND FLOOR AREA: 8,330 SF i - fFCIEC:I:C 2016 EGDE INFpPMATICN NO DATE DEECRIPTICN DDN:NR 1e,` nE ENEPu,EA.t -E nftlEF.- - , PI1P:D C1711 IAN 23 h1­11E ————— —————————————————————— —— - — r .: I � r r rl � - '3a;O;12? I-DE riR Cu in4,tlJ:. I r------- ---------- —� :..r.��.�• L = ---JI I I IL -- — --- ----- -- —_ IMPORTANT NOTE: w The Archne.of Record has not been retamed _ _ _ a I I "' •'Fr"'• 1 ='':'�::""-�-:-'i:'":'•':.'�=` - - forfonstrunionfontract Admin¢travon,and mc-of the cos-e oo documentsmc- mcludmg I r - making moddn atom ns es aecess y be nary dung the con—or—phase;undocumented \ I code volanons,and that the Archdect of Record¢na longerhahie far the work where changes to[hese documents have been made NEW;UBONGFA[E . 7—REFER>eTRR DNCR `\ `Naol—GN GRACE D FDC ETE `\-NLYt N-ON CRAOE-� O—sA.slge I '�- I I , '• I f I .` I I I I I '� F E`t°/A N BUTT-UFPCS,EMWaLLATPAT OCANDNS _-- IPRCVOENERSPGSHOWNATC \ I- SA ''• I A S3Ca 4 CA.., _ T\ I : 2 COPYRIGHT020 3 I _ _ ice____ ________________ = � � J LL L L J .R.n T`� e I I ------ ------------ ---.— --- I I — --J -------- ------ ---- "Cut,;- FALL _TA..GN._a. trA I AUDIO VIDEO CONSULTANT: --- L-- -- F_ LEGEND _ d ———————————J SDhecA CD ORant. r --- — — rer • FOUNDATION WALL 12"WIDE,4000 PSI A COMPRESSIVE STRENGTH MIN. . r I �s I I I ENVIRONMENTAL CONSULTANT: s_ -INDICATES TOP OF I F_ ! I r— — I - SLABELEVATIONFROMDATUM I •, I ' ELEVATION kx-c<'I -INDICATES BOTTOM OF : - I-�• i I I I O FROM DATUM FOOr -I - SURVEYOR: TING EL. I I I I I I L--J �` -INDICATES FOUNDATION - Ipr - El _ SHELF.SEE PLAN AND L J N _ - — u" SECTIONS I I I I I -INDICATES SLAB STEP-DOWN r^- - LIGHTING DFSIGNJER: Ir— Note! xftvsuncx _ 1 Elncv,TEsrtnlcr cexcFETE sne wlwWF u<3ue, I I SEPTIC ENGINEER' PEInFCRCaAN.'T UON —�- �— — I 6'!L,6 S,EPpC1yx FOP REFER iOETPIl,UPK hFCAL NEP GNFnEIGNG iG aEtF'xtE'W,�e,NVEF,CK FiFEAND I^ L I I I I / ftEVFTOP Frt /� DFANpGS FOP cnrzPETE UPSgt3'O.C.NOOxvEFTk2LEPFS WTC rCGNNGVIN.,3' J I I i IJ3ER➢FIV WNL'FPCNFEF; / pETPAEA�51}ES J h CAL SCNGiIEECNEN40NGTC PE,.^C.WIIGNNEFTICAL EPRS PM19 AT I I GNFRDP£AT,.Gr.HGGA VER,NaI EARR�N,GFGGRNGYIN,S _____- J _ _ tl I I I "'• I r I y'' STRUCTURAL ENGINEER' _ I Ev wetcax,RAcmR k•�^<5--�,r:. •. r IMI ERIOF DESIGNER: I851 I �; ------ -- -L--J ------------i so PROJECe PARTNER. PHCHITECT r/ � •. I �_xaNSusDNGRwE� I t j, I a i .. I I ; I I I I I I I I I Bruce Nagel.P;.[Hers Architects wS ta' STt'DIJa I I I I .•: I I I Ea..... N...:n.a.<3 L� -- ------ -- ------------ ----------------� v ,� _ . ¢ ,e ` F '4 --� r-------------- ----------- i r i I I i _ :ewxT e��� p� �E:E. I I I I i E NOT9 �S MOUSE aDntF — i I I un �- L '" fJ 1' 50 Pa dlse Point Road t _ SODUT01«,New Voj �— — IaFOUNDATION PLAN :,.... . ...: <_::.. t` cuthold Torun ....,., _ I —— I Bard of Trustees J x I L-—————— a5'd IT I EfEET mwACEF aef ga- 9s„r --- A100.1 2016 _ 55UE INFORMATION --- ---- NO ORTE OESCRIPTCN —T'3'U 06Wn'cIIEK' Ft STANS OF iC WO PJOUPATh] _Icy`i:G�•c 5?u.CUFFI FEIie.•. kEFISW,3 4c„- Ir:i11h IMPORTANT NOTE: The ArchU..of k.—d has not been retained • ” .:.•F:'�`� � �':'"��-�. - - � for Cointrunion Contract Admm6[rabon and - does not take responsibility for interpreting the fru intent of the conrtrunipn documents,inclutling mating moddreaLons as may be necessary - during the construmon phase;undocumented codevmlaUons.andthatthe Archdenof Record is np IJnger liable for the work where changes 10 these documents have been made --. L.PFGE M'cWNMCAL SPACE ,,..AFC r�., '. UNFlNISxEL SPPCE UNPNISxFLSFACE� /-P C.STNFS UP TO FOOL PATIO COPYRIGHT 17 2023 IN rF - AUDIO VIDEO CON<_L'LTANT: II Energy 5 PESche k Consultant: UlFtr Ta 1-T FLOJP FewE eat_na..t .•. - •, + : ENVIRONMENTAL CONSULTANT. I —�_.J _ ❑ GNALePFOON - SURVEYOR: tIGFMNG DESIGNER: e SEPTIC ENGINEER: -....... ,cz, n' STRUCTURAL ENGINEER- h INTERIOR DESIGNER. to U PROJECT PARTNER 1-2 T-a _xOWEF ARCHRECT row P EAT�.; blvr — eATXe °"'J 13—Nagel-Partners Archltects . ,:v Pti� tta• LLEr: f r'e h1v+�Irett' l NOTIAS HOUSE sv/ ,n✓ ---------- I �� - _..__ 450 Paradise Point Road Gu�n']J - I_ •I _ _ r-f r i t $Ulii TownSouthold•New York — _ up. _ l Board 0 I':iswBS fur,Gn T BASEMENT FLOOR PLAN GH COpECCLtPLNNTPCOL .--- FENCEAiMa.—CINGHINGES FC Fi.UkS UPNFOCL PAiIJ iEAT—OF PVNiEA--_�__ --_ _ -_ -H=E NUVeEF 5T4PV.ITHS " um ccoeccNPLw+T POOL EAFEr —_ - A100.2 FHIECi r,( 2016 ZE UE INFORMATION NO GATE OESCFIPl1ON 1 6 15 P- �1 UL21 DS-N CS A 2. T_ _ 4 21'UN'3 ­�E GENE N77 IMPORTANT NOTE: The A,,hh.a f Record h,, .I�..Net—ed L. J.. ­p=bihty f,, the --------------- documents,—fud,Ig PA- P[!r l"N'.A� �r L-1) E ..k..,..dff ­be­­tAN L d.11,he-.11......ph-­d­­� f 2 ,d,-W d that the A,&R.d .—E !X R-NJ A,longer heble I.,The..,k h.N, 1h,1911 11 th—do--,have b- Mf,. J QFA) 1+`;R—a31 Z-A, F PC--IN 6. (71 1­­L.1E­—TlOQ. IIITH­III— F1 7M STA �-2.1 P. "qPYNR1,GK,T(D 2023 Rt ------------ ------------------------ .11------mm ---- TA 11 --- • 11 A 1-11LIT11 1-111[--:F— O .112PE Ll O AUDIO VIDEO CONSLLTANT: . L A, E 177— _netgy&RE5ChoOk Co­lWnt: 1[La ENVIRONMENTAL CONSULTANT. E,n� - --�--�— lid - a. ROOL RATI. t �—L i e 8'x 8'HOT TUB SLRVfOR: 6 DO] LIGHTING DESIGNER: O SEPTIC ENGINEER: 1-111111E.1111E Ral­FFEFLACE FORIMIURACTLl T,. DIVENS S�T0S8EMEFTThby H9 SIN' I _AZ3PNF -F STRUCTURAL ENGINEER: CLGHLFENh'GS7DEE LANDSCRE TERRACE A 16'x 60'POOL w/ UNDERWATER COPING& INTERIOR DESIGNER: OVERFLOW EDGE • 4 LIU PROJECT PARTNER A ARCHMT B INV' It., MIR se"N" Bruce Nagel Palt-15 AlChIteOts Ell TO RIE-. _--R FOR TUOIL 11.2 --d NOTIAS HOUSE IAI E=1 450 Paradise Point Road Ill TO Con Southold,New York FIRST FLOOR FLOOR PLAN lLu U-I1 1 2023 ANO 11 CIRLINT III LA ­il A110 SO tholdTown Board OfTrusteel 201 cue K4 ReaEw V;�l —E Ic,C-11-1 IMPORTANT NOTE: Th,A,hd,d If R­d h,not been retained lar C I,tlUdllIC­t.dAdll.Itltc.I­d d—not take—p—bliftV III It"PI-19 the If the--i-documents,including ..d6—.may b,-t—q YJroth� p��;I d—I—d 4 —1--.d fttth�A,6dtd If Record...I.,I,WW for the..,k where t th,ttg�1,these d—,—h—1—. SwFE—N ..E— —,t,— RD 2 Rn ------ ------ LED --Y :2K] .7 COPYRIGHT 0 2023 cLOSET F——.1 11--l- 3%26 2 11 AUDIO VIDEO CONSL LTANT: bV ---2 Energyh RESaeck Consultant: ERVIRMMENIALCONISULTAN'T. SURVEYOR TMJ Q ei LIGHTING DESIGNER. ems SEPTIC ENGINEER: STRUCTURAL ENGINEER. 1141ERIOR DESIGNER: I—T PROJECT PARTNER: A.- 143 RD Blkl &t NdgeP,,,—Arclitte— EK7 �T I= IT' T. T_ T.T._ ;� .;T".T_E.l"l T_ .;T".Tl T_ T_ T_ T_ —OSI -GESANI—E -FQIELT NOTIAS HOUSE E LE; 50 Paradise Point Road SSS Southold,New York JUL 1 -1 2023 SECOND FLOOR FLOOR PLAN SuLif7lid TO,Tn Board of Trustees A120 —ICIT 1.1 2016 --- _ ssuemweunnury _ ND DATe —CRI ON - �Esrc,N nedeA +E tin•;,EG,.I.�s.�E . - ___ _ fit Z�P�'S',:•E� eh PIY'�EET�-CPT" 12 IR".:.i EEVE FGP CJ�cpgt,.'T>`: IMPORTANT NOTE: j - The Archrten of Remrd h-.been retained / for Comtmdian Contract Ad-,n—,on,and EIOPEGOV, RL - daesnot take responsibibty forinterp—,g the intentofthe —dlon documents,mdutlmg dumodRicas maybe necessary o nngthe com-trudion phase;undocumented "- a code wolahons.andthat the Arthrted of Record,no longer habie for the workwhere L sffsxEETArzn Poa - �—FUEGPnv¢x® 8 _ changes t4 these documents ee have bn made OF/MFGEPl TCS/FFA � / IXfrRIGP wALL EELSW ' T SGPEDGwxj G ;� �--ELWEpGWN } COPYRh3HT CJ 2023 FACEOF —-- GPEWUG EELRN AUDIO VILEO CONSULTANT; GuutED,N.IP.lWW xAANEsxTGxi wlrx n SuuTm cAanrvG Energy'S RE5CheCk Co sultartt g � _ 1 ENVIRONMENTAL CONSULTANT: r SL- Cu G4WN E.GPEnwn Ff. � —noPEl>ctm t SI:PVEYOR: EIGFE GQyN--� gRL. - _ _- EIOFEpWVN •a..v.. LIGHTING DESIGNER: SEPTIC ENGINEER: T a STRUCTURAL ENGINEER: --�—YM19EF GYEFxnNGEELGW - s:_su.._s INTERIOR DESIGNER. i I � awE GcwT—_ � a SLCPEppwn. PROJECT PARTNER. � /} _ 1111 RcxnEm 1-GEEExEETAfCC P4P P `J' AGPECGWII TL�I __—-PEEewN Q pPNW.GEM Tx1EAPF1 - _ B I ,il , GruCe NA€ei�Fnr�lers Architects ETI.DI: ELGPEJGwry—.�.� �a, y �+ttEP'P; k PCIEii g _ NOTIAS HOUSE f_�_.,5 ¢° a50 Paratllse Point Road New York eJ f `� �IJ�� a L( ROOF PLAN ' s I I Soulha!d Totron ���O 1 Board.of Tn:stees 2016 �2 YT.-77,= NNEWD," /---------- '.F01RCGF0 IMPORTANT NOTE: The A,&—of Record has not been.--d 41 W C--a—C-Ild A,1111-111,and / ` „`'- - -- - --- ; - t - --- -- —- \ --riN CEtiMc Rake'-pbilR for mte [he i—I f'h mating—d b.necessary ding d-.9 the c-11-1 ph­-d...—t,d .d—fm —,and that the A,hfl,d of R—d a no b.ge,k.ble f,,the—k where 61,K 10 these dl—have been—d,. COPYRIGHT©2023 < 4 JW"U., AUDIO VIDEO CONSULTANT: FAME E-11,1 6 IlEftl—1 C111"111"t MI ROOF ENVIRONMENTAL CONSLLTA1,77 .TT LF°uhn as' -EVATION(STREET) LIGHTING DESIGNER: SEPTI'C ENGINEER: STRUCTURAL ENGINEER: INTERIOR DESIGNER: PROJECT PARTNER: FMIsx0.0oF „+ 9 r% B—NzgetPe-j—Architects Ic Q NOTIAS HOUSE 450 Paradise Point Read Southold,New York EC-9 Eli �JrF EXTERIOR ELEVATIONS "FF� JUL 1 1 2023 A201 ELEVATION(RIGHT SIDE) u- " Board Of TFUStm.1—"—' �016 —E INFORMATION 2z �5 ALG_1 E— r-11 PGF—F IMPORTANT NOTE: Th.A,,hft-ofR..,d has—been retained W1 does not take respom,hilrty for rnterprenng the / Q t ' Q O .O J ; Q � `O Q \ during the=,fif—t— b, ndocusmented I code .1---d tM1 th,A,6d,d of —1.d WWI. —k 6-g�to(hese d�.... h�b— ,d,. R lam' EO / 1 t P i; i 'fl ,ria a< ' :( -. ..\ ------ COPYRIGHT RpwROGP 111J.10 MEO C.ISL-IT: E-,gy S RESck—k Co—Rant k) ENVIRONMENTAL CONSULTANT. SLRV 3 EAST ELEVATION(WATER SIDE) SEPTIC ENGINEER: STRUCTURAL ENLGNEER. INTERIOR DESIGNER: PROTECT PARTNER: -c— ARCH—T iF atea TYIFI=E'Q� N OTIAS HOUSE 450 Paradise Point Road Southold,New York EXTERIOR ELEVATIONS J U L 2023 A202 4 NORTH ELEVATION(LEFT SIDE) Board of Tri tees 2016 NGATE GESGflIPTGN - 1-1 ----------------------- —FAWFl, t IMPORTANT NOTE: The Arch—of Record h...,been III U-1-11 C-11d Ad--- ,d d—not take resp—blo for InterpreTng the 1 intent of the documents, ' mating tans as maybe necessary -h'c—d,-gt —,.--ph—-6d—�... d T ,d,—Wd that the A,—k f Retard liable the changes where to these documents have kmade - OA,1, fill R—E)CEUNG Llh.— toe FEE COPYRIGHT a)2023 L AUDIOVILEO Ener®-g,RESrherk C—Sultant F- ENNIROWMENTAL CONSULTANT: I-----------------------' SURVEYOR: BUILDING SECTION —E 1—11- LIGHTING DESIGNER. SEPTIC EIIGIXEER: -------------------------------------- rs STRUCTURAL ENGINEER: INTERIOR DESIGNER: PROJECT PAR B K + /® LICIfiats N-1. PC,1tr-1 ArChnKIS — ----------------- IT 1 vP NOTIAS HOUSE ------------------ GwEF f,-- 450 Paradise Point Road Southold,New York E FN -1111G Tn E I, ni fl—1— it BUILDING SECTIONS Z7 --- ---- D E C LEE Pi?� .--'FK'0rNG., ,Fnin 1 1 11- ------- ?_023 1 ------------------------------ - Southold-Tom ] A203 -lubLeels 2 BUILDING SECTION 2016 NG GATE BEBGFIPRCN IMPORTANT NOTE: me Amnnen or Remrd na:nm been retained d——take—p,-b,hty f-1-p—,the intent fIh.const......d.--,­cI.di, ..k,,7,16-1—.s.,be necessary d.-Ilhe---ph. undocumented - ,��—1—,-d R�",.,I-gu hble ft,th,—I—h- 6-g.s I.these d—.—have been—d, C B76 COPYRIGHT C 2623 In-11 1.1 Dill E—&8 RE5cherk C­ItaM: F ENVIRONMENTAL CONSULTANT: SLRVEYOR: BUILDING SECTION LIGHTING DESIGNER: SEPTIC ENGINEER: STRUCTURAL ENGINEER. INTERIOR DESIGNER; PROJECT PARKER. axm R..x «, .0-� _ FlNRxm CELII,G ---- AR 11- r% I/ x P-,,.—ArCh—ts L____ FltllSxm L 71-ILI' NOTIAS HOUSE E F 450 Paradise Point Road Southold,New York E BUILDING SECTIONS 2023 A204 4 BUILDING SECTIONFF[1ER HC Board of Trustees 2016 fr' M lEw Oo __ - - .._.Y•. . a a IMPORTANT NOTE: =� The nrch—of A.,d has-1 been retained - fo eGumtroctron Contract Admmrstrnwn,aM 'Y does not take rezpomibdAv for rnterpretin8 the n of the comtrunron documents,�nclutling 'making motlAroatrom as mry be necessary .. dorng the comtrunron phaseuMocumented - rt, _- code v�olatiom aMthat the ArchAM of brger liabk for the work where • � a changes tc these tlauments have been made 4 �i k UWEST ELEVATION(STREET VIEW) 2 VIEW AT SOUTHWEST CORNER AUDIO VIDEOCONSLETANT: Enema RESc'heck Ce—it-, r ENLIRONVIENTAL CONSULTANT ,-•STs_ y• _e SEP'IL ENGINEER Now TRUCTURAt ENGINEER IV`ENIOF pESIGNEF VIEW AT SOUTHEAST CORNER 1.—E 44 DETAIL VIEW AT MASTER BEDROOM to c.E PROTECT PARTNER r�rtEc� k- BNP/x IL 1 NOTIAS HOUSE 450 Paradise Paint Road Southold,d,New York _ I SCHEMATIC h RENDERINGS VIEW AT NORTH EAST CORNER 6 VIEW AT POOL PATIO LOOKING NORTH A230 2016 1 $CUtfwiU i•)Wlr f Board of Tn stees -7-D- DeSCRIPTION l­COF-THDPIP--- TIP IF U-0-HDIDPEDGE 31-D-F-111 - -121 21 11 1-P.. I-E -1-F, OCF-AlOPQFFARAFP7 -A.I- IF I-I- co ---- ------ W —n—API ..I G I.POP -ON CGL STPUP-11-AT EVERY-' A.--1- A.PAPTEF A-P.-P. P. .-F IMPORTANT NOTE: The Arch-f R-d h�,I.,b--U,Ud .-DI-R-Fl-FIPE-TAP. f.,C­.­.C.,UlldAd-UTllti­,,d d--W,Telp-IfUlDy III---g the P..FTI.T- =IDf III, U,cIUllI,; -&-m U, Iy Dw-sary DIEU IP-PDAU If...th--d-ph--d-mented ------------------------- OPEN ca-L 5PPA,Fc, 1-1 N POOF-TV TO Pd]IILF g iF`n0k AT C-DITOIDUDD5 D FLOO R31 FOOFLANT TO ­& ..d h.IhI AchU-f R-d Is nC We-DWI I.,the-k where SOFFITMID T-CHFATEOF chIng-th-d--h-1--de. GIRLLEVEF¢OVEPxPNG TNF. TYDPYINILL - IF-TI -FT 4 �uIXTEFAPwALL, -< TFUTAT-II. -PI-E COPYRIGHT CD 2023 WlLRH ROOFING117, I,l.11 nD I T PIT. T_ F I III- A.1 FADVAPT c�.11 STRUCTURAL=E-GP- -AIV 0 -D.-1-F.-RATIO. -T I A- C-MP-Q-1 BIDON TOR EQM,-E POESTAL U.- sysm+wP-P ROCI-5-PROOFVNI AUDIO VIDEO CONSULTANT: TAIEF' MPIDAL EFTNEN FLOORS, 111-TIONBOARD Energy'&RESch-h C-lIaTTt: TOP GFF-ATE - -- - - - t OF ---------------------------------------------------------------- --- CENILPONMENTAL CONSULTANT R ITUPSD�I.,TTFAF I.I--. I EAITE DRAFT PAR Z� I OPE PM-CEII STUD APD FA-ATIAI--III NALS ARTT_P,I.D 11-G 11 FDP SURVEYOR: P._0.5 IT_:U. TO.AT ALL CONTINUE-UP TO GIrTP IF I.PTY I I I D P .IST TO C-TE W.D_F Yr RYV.aaO FIE F-PNG LIGHTING DESIGNER. E. SEPTIC ENGINEER: D-1. -c- 1. I-E 70 STFUCITTIALL TP-- -PUR.-PEPUP sFQIFlCAnpra STRUCTURAL ENGINEER: .......... BISON ICF EQM;-*-ESTAL ...T.El-F STONE-F-AS INTERIOR DESIGNER: E IOCP COK-EPDFADE Z� OFET-Ar- N TI I_oXON M Lz� / I'/ "' IT I-P, TOP OF SIAB PROJECT PAR !!'�R: ofsWB ----------------- R. A.- Ir".-S-sYS,EN POP M--PPUDED 1-T.I.F GAADE FOUX, -% N+ -PATTED z rb P/ C.P1.1.GPADE bn- EATTIVIVATION C-e kge-I P-.'Arch :U1,,7G0,0RIS MD SEAIAPT -"I FA FOUIDATINI- Q11 FACEOFFOUNDAIINI-L fz 't-CIDPAITAGE OARD FACEOFFOUIDATUNIALL ON IR; L; .A. FACEOFFDU U- PD-1 TLE FLOORNG DU ITIl 14 IT, POR-11 TLE FLOOFIT*U".- COUPOU-__S OF_SET Clll.C�IUDIO 1111 IF 0 S HOUSE FAIELL I I 111-P-1 FAD-11- E-GF- 5TPUCTUPALTT'r 'A" FAII % A.GF-E MIPP-Ple, 111)1� IT.-I. FILT.FAUPPIC 450.arldise Point Road ILI�"l ATIOP Southok�New York "AA"'IC I :.� FVII TIP El.'Cl -PP I-MU IF PO_'.DUTFI� OF 7 COF_TTPD_ P c 0" I'E FC*F E 0 '"L� IAN 31({J. '. -LE UT GP0_ TW P �T I M IPP- '"--AT P_E IS DO-E WALL SECTIONS -PETESLAE Id 111E�C- --EDIA.- -111TEl- T J Trustees Board of TO1.1— IDR 1EFFOPATM-Al PIPE -'IVF'-I. III KT 1.1 WALL SECTION 1-IFE-1. R `NA FPE,BS EP-F A301 F-1 -E 1.-"I' rGR B¢ _jIT111LIF'P'MI' E2 WALL SECTION 2016 I DM DR5ERIPTICN ilw H.. 9E— PG zET IMPORTANT NOTE: 102A 102A Th,Architect of R—d has not been HAI—d 004A 005A ► OOSB f,,C nItlla—C-11d Ad,11-1-1.and does not take respansibAM for interpreting the .,k,,g—dd--as may b,--,y during the---ph­undocumented -,fi,—lan......and that the A16—of h..gl,,liable f.,the—k where t,these d-11-have been made. its L U COPYRIGHT 1EA1 Cl 2023 In. AUDIO VIDEO CONSLLT.ANT: 6 103A - em&,RE-50—k C—urtant ENVIRONMENTAL CONSULTANT' 11H, SURVEYOR: LIGHTING DESIGNER: SEPTIC ENGINEER: 101A 1018 1058 STRUCTURAL ENGINEER ----------- INTERIOR DESIGNER; PROJECT PARTNER: c ARCHTHECT N'B P A 6—-age4-Pa,—E ArC ittects I ALLUN STOBE—TIFT—Ell—GIEET—l— L E_E—EVE1T5,AHEREF0—(E 2 3 W�U�-7TOO— --T-- EEA10EM—N—TI—R—TE)TH-H AT—TGN--E.—-EEE.—H.H.— AP—=EMB,T,SH�%ETHE—HHECT—T Ell _—C SRE HEOR—D-1- THE-11ZT1.11— ._ E.�T. "' "" TKC—MA1UF1CTUR.—.EET--.()..— NOTIAS HOUSE 5-1-8—HE—EECC— Y—WTUR —P-71-0--E— C —1-17HE EC—L)LE—S--Pt— THE E C E �l 450hold, Paint Road 1—X PA—WEITT D Southold,New York 10BA 1066 ­T­­ qn THo—H— WINDOW SCHEDULE r) LU JUL 1 1 2023 Southold Town E_AUMREA Board of Trustees A801 2016 IMPORTANT NOTE: The A,=If R—d has not b,,.retained I.,CO—ldvol C-ld Ad—Mll­and d,.—take-p—bddy for Interpreting the —.1 If du-g thI h..;.M—I-d c,d. -d thm the An,l—ng mpddlca[,ans as may be necessary If changese 110A Record rs no longer Ilahle for the workwhere t,these d--,have been made. D4 ===J COPYRIGHT©2023 Emole VIDEO CONSLLTANT: l Energy&RESIhecA Cor—Itart ENVIRONMENTAL CONSULTANT: sL, DOOR SCFEDLA-E —T Y WADE --NOTES---- 203A 204A 206A 207A § u ruteRaaliD EtfymaF n -W �IDFOP—TYHE----H�SET 6 TBD I LIGHTING DESIGNER 44L BEDFOCN 3p TBD IIACV VE POOYTO CYN --26 1 I- ST—CHAHMAL stcalrfTCGAP. SEPTIC ENGINEER: ......... I C 7 T. n —A—I—T I -xe TED 4-11 ul T�a, STRUCTURAL ENGINEER: _T_11-1 1 2� IT. I n 21 N6 CFEEDOFEM1INF sz..s-.az 2 INTERIOR DESIGNER; N.- PROJECT PARTNER: 1- Gl- -EN-0 TED SEEWOLR 209A 210A 212A 213A usA xaLL+vipeaAAER lm --- TED IS—GMTOBE—1 M AEP BEDPO4u<iOCmSET 1 :a e4 IFA I stealxllli Tv B P/ B. m—�xici­ m m—TiD---B 6—N�PIl-P2r 1—Ard—t. -IL -----------—---------—------- 211 BmPCI.MeMi I ETA6HA-0-214 '2 T&D I NOTIAS HOUSE 450 Paradise Point Road --re— Southold,New York FmCP TE..—I.1 FIX.—TID—Ir OF I', 1.11M,71T. T' Rr—C-9— WINDOW SCHEDULE _`LFSIETro—NTEGFQ-0MlF—E -E-METFIC%PVDUKrEGM—F—M—RC—E F-I-E—FASIAGEFUIC-11 11 (CONTINUED) ,yNlClS—S—,—N&ClDSEDF0SM0N, M—I—s UL T 2073 A802 2016 Solrtilald Town Board of Trustees +CNE_ E.--E Dimensional Requirements Glazing in Windows Safety Glazing IBC Fall Protection Requirements Limiting Sash Travel Minimum sizes do NOT provide minimum opening Why Is It Required? 2015 IBC Code Section 1015.9 Window Openings P, r'-�--1�--'.ap-s� W,M F2090 Vent Limiter Hardware 21 1� C3�tS-,P 20*V4 x 24-H 33 SF x 5-7 SF e-. -a�t`,a-g c -2 a�R-3 lh R dCpsc's Q-of N'e c-r.-I--safr, _r_-;.If-..IN ale -11ea,Opening DinTenstons IMPORTANT NOTE: (34T-g-­s h,M e.19?7 oy the Fes;. N I,e EIA PC'i-of i7acw ae c Th.Md-of Et-rd h.not been retained 431--t 1h.,72 for c-r----Ad--­and ab-ItTe.1e,6o, -H 5.7 SIF 20'0V 42 R--a 1.1,41-a P--16 d.---t tak,--bift fr -p-ng th, &ra- n-i d the M F2006 donna-the ,h-,-,--nt� CPSC 16 CFR 1201 Paris I and IT A--E- d. ..d th�tha Alh-If 3 Uve ANSI Z 971-1984 h!-1'­E 1 1—.,Roble I.,the-k h- �hlng�I,I h- h-been made. 35-VII x 24"H 53 SF lga-p-g Interpretations Exceptions to the Rules Types of Safety Glazing Residential Fall Protection Window Opening Control Device Exceptions What is a Window Opening Control Devicir(WGCD?) COPYRIG"IIT2 S �-3.'F I IT TIE-l"c-11 AppFicable to both IRC and ISC ? S AUDIO VIDEO CONSLLTANT: 2 31 TIE I,-a-ltE �77 a �i— r,r,6R1111et,1 CPnsuiianC aPaning. a -z--& ENVIRONMENTAL CON5ULTA%T Exceptions to the Rules Where Required? Glazing Adjacent to Doors Residential Fall Protection WOCD Examples SURVEYOR: 20:LS IRC Code Section R31"Window Fall Protection vvr'ere the opening o'a, oc�b!e no-�$located ----------- LIGHTING DESIGNER: • ----------- of Si'e� 72 irt-clies bm-e -72 - - more Una c Et- E�ptlon: A a zhe etteriov finis!ted grade F. ��rface belo�.the.tate lot -y G-& Satyr crv,ng r la,%est part of the t,of paashal::re a minmitnt,of 24 o ­ht,5 bmT the Tints SEPTIC ENMEER heo la I H�l ---- ------- T, 49-1 E .LIMG-- 4 r- STRUCTURAL ENMEM INTERIOR DESIGNER: Glazing Adjacent to Stairway Landing Glazing and Wet Surfaces Where Required? IBC Fall Protection Requirements Vent Limit Devices EItceptions E&mpL- PROJECT PARTNER QJ5JioS-1l.n2 6.4.7 ....... tianrfi Y,ay.e"i_ _,.:.G.=a..'n-'.';:.^-a„_grc�a_,_;.�..'c;,-ct2�J.,g-ht- .,-..n s�.:..�as.,I=r•�::3rdw �X~rm__�p�r_wm.t'�.i� 24' '—T -%�/�stiw~n.�cn-�.n'� >T t1II .-_. ...._iI :/.:o�_.m�.w,.v,:r.,vo:..-. _ry: Rot L EDGE- EDGE..6-, -77 -_rrIii�__ T/XP_4 -iaas"a,r_.::.s,grs�a_v`�z8,e-�.'YY�ro.o.-.r a'm�c_,o-�..i✓n..��-v_x.,��,r..i...�,_>.,..ez..-,..,r:.esa:x„.Y^._.,c.._-._. ._-_-_4��C.trg t_:m.4•®t!^ 'X18o R r3 847 6-lv.x6-Pv,.-Ald"I.M ............ ara ery E-11 —vr JUL 1 20,22, NOTIAS HOUSE Where Required? Glazing Adjacent to Stairways&Ramps Exceptions to the Rules Windows Above 36' LLPutting It Together 1 450 Paradise Point Road Gazing-Ile b-- i- 7'�g-'Ang Southold,New York Th, t`--ab-".E.!-�C-t �=hO)AJpwn Casement ., Gliding rd C f ru ees, WINDOW&GLAZING Exceptions: s.- Inc cam -End 7�1 IL E, REQUIREMENTS % IJ® IBC Exceptions: ta.�g "inat I- eeY° t------ J A Gf.-B'�"g, 7=177 "'EEE and Krm-ld�� W lne Plane of th� o.."n� n-3'11'.I.­- - Ur. -b-�3-U--4'-0'd-d� n-nxi,�r ------------- k-tal P-It-11 1" tTrr("yd.E11'n ire A830 o-'g.vf- M-O-Mrg U­ 4'-0'np-- G-,,R-2 2016 NO : DAU DMCRIPnCN 0.., -0-61 IMPORTANT NOTE: The Alh,tlOt of Re d has not been N,t,—d fl,C--ll Cl-ld Ad—M—,,and does not take resp—biro f,,r,-p—rg the ,,-I of the--vt—d--t%,d,d,,g ,,k,,g modrf,catrons as may be necessary d,,,,o the cpmtrud,on ph—,-d--d code nolahons,,d that the—h—of Record¢na I-g.,1,.ble for the..,k where ,h,,ges I,these d--t,have b— HIGH ROOF -2 1 3 13C 13 2 1 2 2 r 2 1 2 2 COPYRIGHT Q 2023 I c 2 2 2 2 4 H I H 1 1:, t h H DRYER WASHER" Fc T c [,TOIL LAV. LAV. I I SINK 01 IAV�7 c I LAV. A TOIU�T I LAV. 3 T 1. SHOWER AUDIO VIDEO CONSULTANT: JOR DRAIN 2 2j7li SHOWER l SHOWER 2F' 2 F' 2ND FLOOR 2'j 2 *2 F _ZLC 2 j 2 3 -4 3 3 �3 3 3 IWt 3 ePnls EnergyRE5rhs,*Consultant:F-, 3 T. 2 2 2 REFR. 2r/' 2 2 1 r, I 2 2 2 1, ; ! I �2 :I� 2 p O c I REXFIPE, H H I H H H --75— 4 H I ENVIRONMENTAL CONSULTANT COOKTCP I� l� ��,i�, ::� "1 7` =�b DRYER T�'WASHER �j" ; 1 - i i .c SINK 1 ; ' �!11 1 TOILET NK TOILET LAV LAV. ET SINK 17 17 LAV. TOIL LAV. Fi TOILET LAV LAV. �BATHTIJB Ii=R I i �2 2 2 7'; 1 7 1STFLOOR 2-2F F.D. i , VIER I SHOWS -FE1 2 R 'j '�l 717 3 3 1 3 1 yco C.O. c.o c.o I3 co LIGHTING DESIGNER: T--—, 3 SEPTIC ENGINEER: 2 1 p 2 c c,, TOIL � TOILET LAV :17 STRUCTURAL ENGENEER. ET LAV. BA-SEIVENT 1. (SHOWER 2 EJECT. 3 3 3' T EJECTOR PIT INTERIOR DESIGNER: PROJECT PARTNER: PRcertECT B { /® f3—Na--' Fv,,—AchiteOls E C NOTIAS HOUSE IC 450 Paradise Paint Road r�e-�a i Southold,New York "111 L PLUMBING RISER JUL 1 1 2023 DIAGRAM SMhold Town A850 --ll-.l.c 2016 IssilE lnwFUAtION c.I ceTE oeulvncK p..'A.. oEswY KetLv. .IE EP:Ea.-,ed.moi. ')b x rails;rom srLcx .swF cr.Ei szter. 4�•le thtlpf c 0)MMgHn vt F3.vEvu Shy vl E]v lochs S.dC I�nm� Load from above „asy 8•diameter maximum hole far !mf In Double required may ,i,1h1 cSI-i.s be n L exceeds _ v ru:..; asuEwv unsrau_mv p' when L exceeds L 4 Wall pat spacing Attach reinforcement to I� Blocking as IMPORTANT NOTE:m beenretalned oisl lop d bottom LSTAI8 strap required at required for c°mnumon comran Admmrstration,and Lis es"awitt��d�(cmlw H6S i li slopes greeter um does not sake resFanslb�IM for mtemrenng the coon than 3"per fool 2xu m im _ intent of the...traction doc...nts-di,dmg si�e�;�o+.I :ynieg 9 ash 2x_overhang n tc min. end blocks Notch around making modrficatwns as maybe necessary 'o.°• 9; 1 um Use 2x4 minimum squash blocks End TTJI st i:.diI the wmvecnon Phase;chnect.1 distance to f1a�01 o.w c er; Face grafi CS t transfer load from above to OI P ge code vivlasmm.and Chas the Archnect of sod-' bearing plate below Record an alonger ba Irwin,h—b...mxie o��e tm 0e E2 E3 horizon tat variable slope joist hanger � changes to these documents have been made. po.°. bo`o, ssw H6 S EaEO Aq� EXTERIOR DECK fj5r^ BEAM TO BEAM ATT.&u c T BEARING AT WALL CONNECTION STT csfdr�l exterior ,Il 0 8,d sheathing 97 Attach reinforcement to y no.ve.cA. cwhoofa`W joist top and bottom Trus Joist rimhoard 2"m,mmu lor�,an e"sbwiehem,caged)(2 or blocking for p EN let erol support 2 minimud Floshin ` as Es.nese nen m tinge [5e 2O�aE•e,l- w Treated 2x_ -- '?023 o`,I„`L s„M'snce ledger 'e�o"ese,laq w, Top fln Trus .e-er.E�s.w aw. cg he I n hanger „I.c•. nT�vwc:. a,s, �s tx Aa.s-cc mount Jois t rim ,.;�I,ouxwiwr hanger hoard hai nn,nw 1 aacn ILI—C maximum alum ES E6 Lt L3 See current Trus Joist literature LA Allowable Idea is 325 his(ASD)and for framing connectors 515 IDs(LSD)pek elo mg bat AUDIO VIDEO COI,'SULTANT: ”)box rolls from el swd fgr T31 BEARING AT Web BEARING AT LDJ ria"ge COLUMN stiffeners 8•diameter maximum hale far CONCRETE WALL s ImiR r quired h il. ,gb�^^ I rw.wm la Ener®'6 REScheck GansaltanC 9,og d soj Imd Verify Parellar8 PSL or side at E1W TmherSlrand+LSL column capacity and beam hearing length See current -- od�, p°a`,� Trus Joist literature. LSTA18 strap required of - • a'. HSS with slopes greater '•�n.,'; than 3•per foot ENv IRONMENTAL CONSULTANT m.nlm Tminimum Tr st nim end board closure distance Variable slope gist hanger SURVEYOR: LS El E1W L4 Profecfnwaod tram direct cont cN6 T `"„,'.• wrtn co trete Nail Trus Joist ri Attach reinforcement to «..•ems...a.,tss board to blocking with p,st top and bottom BEAM TO BEAM Trus Joist rim hoard for shear BEARING FOR DOOR connections equivolenl flan ,J.tlleo ne 8 (2 to decking schedule ov"°n""'e or,w)d BEARING AT WALL CONNECTION bromki`o(atche joist depth Fa,d HEA ER OW LIGHTING DESIGNER Block. Trus Joist rim board outer etlmee of wall or locate on Strap ode it to g panel between a ch wall to of gist depth P Per P piss.Nat to top plate with or Dlockmg for plate is not continuous /connections equivalent to lateral support over header decking schedule- }--}--}--} I<2�Ien�1h I I I SEPTIC ENGINEER. Eael oien,eau rcee•.et ISP Top Ilange " hcnger aximum clldweble V-cut ace mount •N10A hanger STRUCTURAL ENGINEER. dlumn LI L7 see current Trus Joist literature CB SHEAR BLOCKING and VENTILATION E7 E8 maximum for framing connectors HOLES. Root Only INTERIOR DESIGNER. r LS'^G" CG1111O1 P—L;STRAP MTS12 AT Ci PPL StLDS 10 10' PLAT=S IND,HEALER PRO)ECe PARKER: _ ---•-- �� �l —_S E-1S1:AFTER sTRn- ''-- �� BIP/� .�: ry C--P.+rtner_Architects © � n -Z \ - t \—? CS'F FFR -- ?'1f•"SH'FT-TIG 11— U- nsc«i c- 0 NIR F17 ;r IE 5':ti FI\C 1— Vil THYFCCCE CDM,IGV I.c IIS \�se- CGV1 CN N<IU SSAIE>-S-E-1 < NOTIAS HOUSE L kSNG-AAL PAV1 \s 450 Paradise Paint Road —)I _� — illi r. Southold,N York - — •. ." �' '• �• 1 — � �J I f. so GENERIC Ne. —-- — — — —— ------ — — — —— U GE DETAILS MIN MLM V_A13 F.—�a -1-11_'1 Y-4'C^ACL C KING AVC.:ACK VIV IALII VL IA” h— A7j AI.CI-EACH Sl---" -I iL'�110 EcA rri STJ:S S-'civN GR 1:2.0 L. '=RIC nVJ.ACK C-t'.V.:,1'!SI-L L<-C- T-S'L= �� 2 C C F Ja_-RESTS-AIIC= <I Si«1YALL5 STJ:S sHCVN-0F SEF WINCOA JPLIR ANCHOR FJITF FFR -SiEAFWALLS ADDI'IUVAI VI,13-FS NAY H- J'1='FESS']TIC- E JUL U 1 '' REOJLi I?ED PER y!='AI ADII IC\AI VC'?`D.S AUY qE LI.I(_-1 _ RLO3I'c PLr.N"CAIr:uv2E- A\t 22- _ A900 Southold Town Y�CJECr�:C Board of Trustees __ 2016 TOP PLATE SPLICE REQUIREMENTS Iss hWIaRLAnpx KNuxD sc.muLE(wFCY TABLE}.+) wTE D�<R1vncN •THIS SCHEDULE MEETS THE I:RITVNM FOR A "'PcN.EIE i]t, 1 TFh` REE." THREE SECOND wWD DUST SPEER Or lro LPH31.UL. UES..N FE. ' EL1,DWG NNIAN,9.1 SfI10E ROOF FRA LNG DIVENW(F, LENGTH(FT.) I-, - :EP6,ED_C-F Iz z -,_ALcs Fl .F.:FIT. Nti m or E@, JIG F1­T ,KIWI DESCRIPTION COYYpN NIdlS NAR—.GIF _P_ = FF-I-ETL-CaTE P/JIEA To TOP PLATE of-NALED }Np PER_R CEnme.asT To TOP PUTS RDEI E ]-m PER JOT zA < Ixuveim lAPPUA•6AxnKa CEIUPARALLEL ND.SST TO RNTEF(TACE-NNIED) 7-160 FAC.IAP FNF FAnu span Ci JOT LAPS OVER PARIArLED)(FACE-NAIID) 7-160 EACH LAP 1P 6 Yu Dleaxas PGD N ELODUTE o0 RARFA(TOE-NAILER) 2-m PER liE g 1unulMmx NUo rUni Nl ITLOCImS TO ROOF RAnEN(TOEECI ) 2-m EACH END Lwas INU eoARo To RAFTER(END NUM) z-+so EACH r.o 3B T IMPORTANT NOTE: WALL FRAMING u' a ,RCoI,nirld C.1111dAdIII 111.1,:rd Nuuma Or Y' 1D does not take respomlb,I"for lnterprenng the JONT DFSCR-ON COMMON NAILS NAh SPACING B? 12 i�witwlne atmweeUn mlent of the canstruttlon do RU.rh,rd.ding TOP PLATE TO TDP PLATE(FACE-rwLED) 2-1. PER FOOT 7e IJ EF making madficatlons asm beneces TOP PLATES AT 1.EISECRONS(FACE-NAxED) .-160 JOINTS-EACH SIDE NFRR ieuwaAciwm dunngthe......10 ,hose;undocumented SND TO es XT INTERSECIER) 2-160 2.'OX. AU IB Lode vmlatl ,and that the—hR-of 1a TO.EADER(EACE-NAILED) 1. 16"OL.ALD..EDGES TABULATEDSFLICELEhGn13As311METOPPUMTOTOPPUTE Record¢no longer liable for the w 4where BDITOY PLATE TD SND(END--) 2-1W pEp STUD COIdJEtTI0NU31PG2-160NCIUFERFDDL FORSIGRTERSFUCE BOnpr PUTS TO FLOOR JOST,BANDSIST. 2s PER FOOT LEUGTNS TI¢fUR SPACUGSHALL BE REDU:m IN GItCER iO PROVIDE ALAI,'-� change to these documents have been made. ENOTOT OR BLOCNNG(EKE-NUATT) AN EOUNA NIMSEF OF NAILS wlAtl Pa 6EFO1MLuaxACTu<FN _ FLOOR FRAMING N YBER O B 2 TED AbU_ S%ICEIENGTHSASSUNEABUlLDMGLOCATEDINEY.FCSURE E WICINAFs-ONE, OND AWr DESCRIPTC. COuuDN NVLS NNL SPACING 3 T0PFUTESSIMLL8EANIT1NWOFSTUOGRAcENATERLTL _ ♦acKFsnFFTAO1m PDSI }j /L CT 1 AST TO SRL,TOP PLATE OR GPEMR(TOE-NNIID) 1-80 PER IFxLws ITTssLSIxTTTss BRDS6NG TO JOIST(TOE-HA1ED) 2-aD EFCN EDD I II sTNgFAm ISac --mlusFYlN ctra[clvPsxasi YY BLOCKWG TO JOT(TOE-NAKED) 2-60 EACH END I l LMn ERRE urH '`• .•'1 Bu C1ONG To VU OR TOP PUTS TOE-NAILED) }161) EACH aLfICK I SmF,I BNwISEA my cioP I< - L ER SIRO To aFAle(FACE-IYRED) 3-t 6D EAC. sm IF 'ey i°I AT ON LEDGER TO BVL(TOE-N"ED) }-® PER AT BAND J061 TO J06i(END-_) }1fi0 PER Jd5'I BAND.ID6i TO SILL OR TOP PLATE(TOE--) 2-160 PER iODT ROOF SHEATHING r. �»K11mi`I`R aRrec,DFe -vss PacElRwrwxtlw ml6Ei COPYRIGHT©2023 FINES IM4 SPACING SFRPAFssLKF LUTmras "TL. L Fn cF-• LE A-DESCRIPTION CO.- SPAC t • IICTURN PANELS 9VFtlxn¢' AFHK TO W,MACILR6 FA ar.�C.E, E�M1 rF3FU�E'.aGLLL.Fcac'EFL I —O_L V__O STaA C-IF-L INTERIOR ZONE LOCATION BD 6"EDCE/12'FIELD I IfiN'RaP1ba PWOcoeFAPPtl avJ in P�aM1, RrH i PERIMETER ZONE LOCATION EO B"EDCEIS'rNiD FA 2Ec0a NrwopU ET aEE£Am ­E ENONALL PNCE OR RAKE TRUSS w/ Bo1"ERGE/4-FIM .ALR1,5-.-.•- fZ 3�6'TOP PRATE LOOKOUT BL­ " wvAaAcilntR j ON POKE OR RAKE TRUSS w/I BD 6•EDGE/B•FIELD FFAIAERPaFO IT OVmNWC wuNN BOARD SN—NG "°LOIN AUDIO VIDEO COkSULTANT; 1'X6"OR 1W 2-m PER SUPPORT fcuwARUx I SI1-F"N MIO OR NPNARILAAF LLIP - 2yp-SNCL"IG'OG 1•x10-DR MDER 3-8D PER SUPPom RBT AT EVERY DTUp.ATTACNm �DRAN�ALT� cEluNc sHSHEATHINGZ5cc_LS,As� NUMBER J0-DESCRIPTION COMMON NOESDF NUL SPICWG LIPSUY WALLBOARD E­®('.A COWEIS T'EDGE/10 FIM c eCN OnSU FIC WALL SHEATHING Nt NUMBER OF ,,,ix•, DETAIL D CONNECTION DETAIL AT ROOF oBrt DESCR— CONNON Nxs NUL—NO DETAIL HURNTV.NE SH U ER DETN.-TwI AT DETAIL rPv1 FASTExfRSCNED—AIC..Ns LtvELRE srRULTURIL PA.ED, ALLwmoows , _'OR 2CNE LOUTON BD 6"ERGE/12"FIM _E x?e. PERIYEIVN ZONE LOCATION So 6•EDGE/1Y FIEm ENVIRONMENTAL CONSULTANT. nBE7/16- PONCES /16" s0 "EDGE/6'nM ':E-'.QVC 25/]2' eD ] EDGE/ TI ---.—---. GTPSUY Lx,A1LBGARD 50 CT"EDGE/1; F 0'FIELD ED rEAUEK HARDBOARp 60 6'EPEE/t2'REED to.TmwA PARTx:L®BARD PANELS so (As PER uw+uFAcruRER) pYGo1AL wARo sHuiHlNc - SURVEYOR: s x+STU -----_z+A•snrosA o Ie'DG txs'oR lire• 2-e1) PER SUPPORT cUaF R bAu5Ntx5>°IA,N PATAT ILS.T STUD. 216'Fk]iTOH PLATE 11L10'DR WIDER }-BD PER SUPPORT - ATTPGIQD AITM loo NAILS. 9la'Teb RTIWD eLeFLDOR relasia AS PER TABLE a1 Nan.e SbFaala � FLOOR SHEATHING 1xIe,.LA 4 F<YeanaNW.tt ,.,, .• -------- -_----- dol.DESCRIPTION COMMON NrNLs NUL SPACING as ss s I'ORAL PANELS 1- R LETS TIO s'EDCE/u•FIM LIGHTING DESIGNER. I cRUTEa THAN I' 10o s•mMcE/s-nQV1w'F _GO. 60NRD SHFATwNG _ 1-K6"OR INS" 2-BD PER 1^11'OR MDER 31D PER SUPPORT I NNLING REOmREYENTS ARE BASED ON wALL SHEATHWG WULED 6 INCH DN-CENTER AT RNNEL EDGE Ir I NL SHEIT113Nc IS NNlEO]-ON-CENTER AT THE PANEL EDGE TO OBTAIN NGHER SHUA CAPACmES. FAsmi cC vamlul N,N G REOUIRENERS FOR STRUCTURAL YFYEERS S.NL BE DOUBLER.OR ALTERN.TE CONNECTORS,SUCH FN-cvi Ue,eexaLs ------2',a•sTLTr_a le De AS SHEAR—.SHALL aE USED TO YNNTNN THE LMO PAM SEPTIC ENGINEER: FIE_°=LOOR ---J 25lui BE PER.—TO aCONm UOUCED TONERIC 6D NECTCi F FOOT.�s.TIE TABULATED NUMBER or NA¢S mcFnFrarGamw -- ]CORRO.UN RESTANT 11 GAUGE ROOFING NNLS AND IS GAUGE STAPLES ARE PERLI—D,CHECK BIEREcuat iHs c— c�•tt � PE40ENTML CODE OF.EW TDRI SATE FOR ADOmCN REQUIREMENTS. STRUCTURAL ENGINEER. ` DETAIL REQUIRED C CT1CNDETNL AT FLOOR DETAIL ROOFJOISTNOTCHING ATCE.ERSFANS DETAIL rAE,e"E' DETAIL nw"11CxccxaECTDN YXE K IS LEVEL .-. —a ITS AHF x?S. ai.lPscA COIL S—cs2ow2o _ ------ROI n.FLLATICN 2015 IRC CODE W"THE 2016YI)E I RMCnrtCODE SUPPLEMEXr AB6FJIH5iAt1£D AT EVERT$TL9, CDwmL AND�GEL OGPAv ERM HAILS. •a^abe'a�a�baleaa,+�•all AS FER rAetE SIFDaurg x,raur capuND wWD spsM1C DESIGN su61ER TO NAVLE FROu DORDA xE S.IM F1.OBD INTERIOR DESIGNER: pa..evn apace SNOW LOAD GTmORY DESIGN u OE'RIATTUD .P,00 2'I.6'9TW9R Ib'OL. (Ps') � ) WFAI.ERpNG SNE TERYrtE DEGv °gyp(?) PEOUIREME. EKIERIOR 9IDIN6 2'.6'[sOTTON PEAR FORd pE51¢NATi"OON 9/a•Teb FLVNOOD 9.eFLOCR 15 1>D C SEVERE 3611tH NOD EWTE SIS.TO 11 YFS Stip I `C + TO MU, MODENATE *__ 2.DPVCORMHCE SET.1 PLANS IAND 1W0 FANLT DwELLMSS PPO)EC'PARTNER / r ].oEscNLOAD CNUC-11IONsAs REN 2o1s IRc c1)oE wn.THE:016 uNFwHe roofLIVE LP.sr. Lisor1EETx IIMx s1FFP1Nc RDOLIs)121 21.6'A00 TREAT® __ ]0 PST.((SLEEPINGROOS)SILL1=L.ATES — - 10 P.S.F.(DECS)sl,Pw<„LPra.Is•a= DEAD LDAD-10 PSS.(ALruN.—of�A ALS,asT,DIU mala a OAA.Jens SMUT,wlNoasr,•I,aJOIDINDRIVER ToCM v pwNDDD3D�/\\/ TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS I Fn ��` I np oP is n o COWED eoxe //\\iC, - L y-L�R-_._-___J ' ` filx N.'.j -P.+Etrers ArChNects MALL..rte 9 v'SaVARe / _ (J IT!,— 1\4 I. roulwnnoN / ,-• .ELLOR'ABLE J U L r n go, N ^'A` • ..`< STRUCTURAL MEMBER DEFLECTION FLOO.JOSTNOTCHINGATENp INTERIOR STUD DETARBOTTOM PLATE INTERIORSTUDOETNLTOPPLATE DETAIL DETAIL DE�IL INTEPSELnON DETAIL WTERSE(TON DETAIL SEE rDIA.DAT,D.xMLL DETAIL,TNI. � .• Rafters having slopes greater than 3/12 with no L/180 MLLE N, CONDITIONS SCALE 1- 5C0.E,.. finng ao rafters finished ceiling tft -- ---------- _.— - ---- ----- ------ ---- - -- -------- -- --- --- - --------- Southold Town //: l Interior walls and partitions H/180 ECT \\�� Board of Trustees Floors and plastered ceilings U360 OTIAS HOUSE DETA ...n-IL REo1RREDCO..ECT1ON DETULAT All other structural members U240 A„I �`""`¢N 450 Paradise Point Road <ucE T ...n-LEVET "•" Exterior walls with plaster or stucco finish H/360 Southold,New York vlwm UH.CCEvr>r:oA A0ERDmNF13ftt2igU0ADS "NDSTRUNTCE -wind loadsawith brittle finishesGDWs, RDcewaLn Exterior walls <LF,EA sncaYa:LTE< < ,„ DVA;.Irtl nlE GENERIC DETAILS P;om ccLK¢uw1 R m Ia r<uu.wEs@E cc TABLE R3012-2.2.1 Exterior walls-wind loads'with flexible finishes U120 WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOAD' cIm ROOFECEILING DEAD LOAD ROOF/CEILING DEAD LOAD r<YCURPOtw:u wuoATlm°°`w"TUBE " `�'""` WALL SUPPORTING 15 f for less 25 p.f NOTE:L=span length.H=span height. =s-w,e<.,• RoD(only 1.0 1.2 a.The no load shall be permitted to be taken as 0 7 times the Component and Cladding loads for the A9 01 Roof plus one BteFy or two Stories 1.0 1,1 purpose of the determining deflection limits herein. b For cantilever members.L shall be taken as twice the length of the cantilever. FTDO+pNEiRmiTALSAPPLTTDCCiASS TOUR`i�ERCNYRroPTPBEEE1U:onAis For SI:1 pound per square fool=0.049 kPa. c.For aluminum structural members or panels Used in roofs or walls of sur-DIT add lions or patio e.Linear interpolation shall be permitted. covers,not supporting edge of glass or sandwich panels,the total load deflection shall not exceed L/60. For sandvdch panels used in roofs or walls Of sunroom additions or patio Covers.the total load deflection DETAIL CU-­Daauvc FLOOR JOISTS DETAIL CORNER STUD HOLDo DETAIL CORNER STUD HDmIxswN vFaEO Rc shall not exceed U120 _ -LE NTE I.STUD. SCHE 11I• I]STUDS W/BLOCKINq 2016 Issh.'EmwRNanuN Ne. GATE DIb RIPIICN GENERAL CONSTRUCTION NOTES FASTENING SCHEDULE _i.ec:c OFSL^.N PE.t2h' 1. Nm,mhhdan del mann to the 2015 hduneBeeW Raatlal6al Code 10. BASEMENTS as aleeping-In bamnrd BASED ON TABLE R5023(1)IRC 2015 _ - .REyt rlsst'E WM amnmada by Near YorkSlabe, and avery raepip amnaalhmedloodeer NAILING SCHEDULE 11,27 _ .GCE'4-NTE Cads bOdWtional- ealda wltladled miNtadlex aE heig ton ut-0-t4 n1o0Tars cE.ae;'.i 2015 Enerhxer,hDeehd- Conch BCale;Bntlall"code; Sl hellodooldow I41tdtea Bella tr Don. EnwmCrarvaBm CorhmhharBeeh Cede; rode;Fie mea: AMNnmmdloropemgdialln Mind TABLE 83028 MIN.UNIFORMLY DISTRIBUTEDLL taa®kAeom erA,N`- ', �".�r.,=c:,•s-; MedhmhlaodO;Fud Bas Dodo;FSdaNhp Mora:RapadY nhalate ft Dods opendi rdetmaptnepedd Aawe Mdmnalddan DtrBlIHG-6gW6E SEPARATION OFSCFBPIION ffFAneaak terwTFst <r..... c ALL WHETHER 6o l,mpaded Ydo016 Minimsd5 claw opens _a TAN WmaAL � LONE QaD dreWY"e WIE7FEft ttaYue YtDmbdmOB or NOT B."Minimum"a"a nd""pdrV hdddddm2l Yd,a C.Nrteaany-spea d Wldupard be 20•. FRa1T1Efa5DE1�AMATra Im1lEa THWN tIl-Hee1GYP81aa Ra ltrNvaafi�wMlbawWp 10 ROOT Falah�m 2 MERMAN FOREST ASS D.frmge Inside LWAerd tionautUN, dm be apelnwtd �uvAtaR roTtEONw3Et�E t ��� 1 tnnoT�a eEPx�l o3n�a JoematwiFTE3®mTaPwwTE L°° aunt FAnt wFTettaEeua IMPORTANT NOTE: AMERICAN WREST a PAPER ASSOCIATION Orn 0n leamda16 mom WIDd Toni dla7ye atoda NorI�aTNArI tw•-raoarrPEx awPsua FRaI WtWfAatERMn®AenVFTFEC>%JiaGE .ptemt�t�nt The Archnen of Record has not been retained ' 14Od feally ba. 10B �� M.baIEY W'sl-.arM.E,emdeYa m 2 ��'�aro T�-TE roe CSM, .wn Contract Admmmr land 1b MR12D15 Ed1tWL Riraeptlre eetl el"Y16ued metlexla. 11.STAC.dk 11A1IDRA�Aalea HeMnlaetlOR MORE deCh aWalcfua={e)adrmtlF+o FlnaRCFleloAeeB®Ea Wy�gTtyNM-�OYpyTm goa� ��l���ym m aHIIKiJDtstanorATFAu®To PARla18 T,tgtpp�alPo y,,�t�,P does not tak.r p,nslbdiry(or rnterpre,mg the mmbmanMl dltmdaallMdWM FOUR OR MORE RISERS. U9FD PoR8BAFNTDNfEWNFD BY ate-ftfDA 3 IAPB OVBt PARTRtON 3. NTDaO�wabru Ida p,mdmm Mreraaled M1rhoalee16 Hensel HelddnlemteeOaboAahhbadlWq hallbe nie®tlan Rarcrr b 4 cBMaJo6leAnAm®roPARM18 T.ac�a_'m F�"Uy internohnemnstrnction aocnment:,�ncluaing 3{hnJ16e rd rotmweBan 38hec16e.NNmbale daORxt oeeah.leew OANATiIOGiFDlFaBTlaa]I IRRnwA rrorlEseTNNavr Natcrpsr motor RAFTERl� makhng modd¢atens as maybenecessary 4. 7116 m,uada m 516ntm dmuhutSut Fhal verify t16ba length dta etattwna point dl.*ahovet16lopttarde Mod aa8ldaGtNRONTtESAtEtm Amr®roTtEaTlaRhataDEaF Gedawd aawdwr 2m CaIARTEe 4-,m Txtx pee prfn FJRHaOtwJWa TAREWTMIRBAfffA 5 1-1 9-tor lxt1YW FUSE NAA TOEMNiAFISR dunne themnstrualdnphase;undocumented clove nlua,datil9 nmarrdbeta nesifa6ddfl. tae pohd6edyabovelhe laae4tlendmeW Hidmbmd)m sadbr ® codemphaaom,andlhm the Archdeaot M'a9 shtl laveatpemdnd0eleamaR l-t!l Yid®blea-dowal 8 RAFfERroI�RATE a-1m C01atlM ni 2mEXAaBONOESDEAta) ` 6. 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(CL. mtllXi) 1,5006 ave MAX SHEATHING � w x s 2r 2t• te• TVPExAT avamooA,mNus B IN a Wlrnui Wanno led bySamon R401A, hwvs 5A3• EA PEf69DIQaM Iro.G 6' B ' aWhL° coarem Brum NaUY'1-Rutrhe,s Architects 12 LVft-Atmmund75%dprmwruyktg WDmameadhm N11b4tlar,MMM ��yye, Ig dtlaed ends be prldyw cemmmhddeea. oR SHALL BE FLASHED Hwmie"'A ooa •G�a^ , LAG SCREWS SHALL BE STAGGERED PER OIC R5 721(1) en'cl:. 13.All WAC,Phemhg a Electrical net-dal novets,e IRC d,eper 11 Energy b.Where npl.m erde Wil en abwddebdtg=Cf!®mm1.50Upd A UTMATE WIND SPEED,M LINK NVS FoRATrA ROOF SHEATtIRO To GABLE MD FRAHNG SNNLBESP WaC _ _ etHe MIralnetin16l amdlmdml ooUe,tdaadioW e,twltaeeeawBmmla mpymbelxaudatmeeb,t16aharahle beartrg�uIIyelal be >v w,cx'..e tells befe,Npa16Blydf Gernd mdodurtl amort dalandned by a eai9lNa6t�tal FOaAaaanaa elxerANaNmaaTaEROGFs,EAVE8A1DGAelE EIDWAIllw`AID4'tN c,ene+roGAWa DIDWMtF9Aanm .': �• e detallydrgn,alOddtra,drW"p WTiah omul16nb dtlr rheeitmiral, almMtlomg,VwmNoaflaellg sYaaa(laar,mdeBhpahaplpeded) .'..,_.r.., n.t,._ bye prdaead er"Iaer a IaWtmd gore or,raeMldtig Dept CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 14.Mdltuw,afteutu16 a nerwatne dal oonpywth=0201b veer reveal r6aaerrotuaAPEFRou Unaltered pmlum dt16 etdatltg b,tlmngle mregWedm oolltpywlt the orae. t; vo tor®TtROmARBO 6PFGAL BOL'r.D Societe aE oeauRa FRar o� apbsE YET a Ra m Aran Rectec,'M1 1B Mhimna16 PtOl/nm1a010t911mm7dnti Oa p,avdadfaed,aepem1 be."" too O'Pa9 EFFCe16 offiE>oo9 GTAG6M 4YEAT1a3rb �H TeamE 'Be, Rae:ooim ealDf Tsar almaftdnM.D dmaWB,•ni IMMI03Camdsyde� NOTIAS HOUSE 2D 05 130 MNG am a SEYDE 3!4r �AYVE to YEs No I=.- ass 16.N ndalor wAllook.Enppee dal ba skied and kmdamd D aaadum wlh Table R/02A.1.1.Appy•ftmh had dm&mt16mp aro bourn pug atwmmJ t WE6THECGAarALXAMIwATailaEwEIETaE,aaMTE uewvmmsP®a taoeOwatmEwTan hma9me/y pdeem Itffilr"baleempmvn Mai 6odd 450 Paradise Point Road Southold,New York GENERAL NOTES FCL E [ C6 E orfs h.urnREN AUL 20�3 A902 Fr E�,Lr. 2016 ' a U OINrI Board of Trustees s;uE INwBMAnoN FATE pEscRlvncry 41.UL 32 P�GN REY1e^A' DESIGN o-Er1flA _a,Lt�': !r El:eR.r 54LL LE Grounding Electrode - _ "�'�r•=rTG'a'L JIf t — GENERAL CONSTRUCTION NOTES: MECHANICAL NOTES: System I _ 1.FROVOEACCESS TOAM AMC SPACE EXCEEDING SQUARE FEET OR MORE AND WHICH HAVE A VERTICAL 1,PROMDEAT LEAST THREE INCHES OF CLEARANCEALONG THE SIDES AND BACK OF THE Section 250-50 f Q 1 HEIGHT OF MINCHES OR GREATER FURNACE(SI AND NO LESS THAN SU INCHES CLEARANCE EEIWEEN THE FRONT AND THE ` __ Bonding DOOR OR OTHER OBSTRUCTION IF THE FURNACE IS OPEN TO THE ATMOSPHERE (Grounding) 2ALL EQUIPMENT.APPLIANCES,INCLUDING SMOKE ANO C O DETECTORS AIR CONDITIONER WATER HEATER JumpersfIMPORTANT NOTE: % y AND FURNACES SHALL BE INSTALLED IHEIR USTINGS AND THE MANUFACTURERS 2 COFR NACCORDANCE WITH THEIR OM ALL COOING COILS OR EVAPORATORS SHALL BE CONVEYED FROM 'I ' Thect e AP,hhof Remrd has not been retained ,J 4e4Xr„oseu INSTALLATION INSTRUCTIMS.A COPY OF THE MANUFACTURERS INSTAUATIONINSTAUCTIONS MUST EE THE DRAIN PAN OUTLET TO AN APPROVED PLACE OF DISPOSAL(SECTION M13(5..11) I 1.,OP—co..C.--Admmatr—,and oes not ta PROVIDED ON SITE FOR EACH INSPECTION(SECTION R1(S IT) dke resp—,bdnV f.--prehng Uhe tl ' 3 THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED . �'� �' eos[tiav intent ofthe ,str d—documents,..d.ding 4st 3.MINIMUM HEADROOM RC CLEAR AN CE0164-ITION BEMAINTAINEDTHESE ALL REQUIRTAR EMENTS. CONTRACTOR iWEMYFLENGTH FROM THE TU DRYER SHL BE TION TO REDUCED HE TWO OR ROOF NE HALF 12 N2)FEET FOR I '=Z „• CVNt TP SHALL NOTIFY THE ARCHITECTIFSITE CONDITIONS DO NOS,MEET THESE REQUIREMENTS. EACH FDRTY FIVE ETRE DUCTS SHALLBEFEETEOTWOACH NINETY DEGREE 1212E FEET FOR making mpddlwNons as may be necessary Vs••e PpVePXA➢mH EACH FORTY FIVE DEGREE BEND,AND FIVE FEET IS,FOR EACH NINETY DEGREE BEND / dunngthe car¢—dIh phaseuhAo,—Tented au I APER IRC HAN7C..TREAEAPE MEASURED SHALt NOSING TO N 101NLNE5 DEEP.AN,ID N5ER55HALL NOT BE _ cadevi,,,hand thatthe Architect of - - GREATER THAN]Y4'.TREADS APE NFhVREO FROM NOSING S,O NOSING. 4NIMUM EE AIR OPENINGS AREA CF ISQUARE QUA EINALL H EREDASFOLLOF INPE RATING ING OF HAVE Recprd,I,TIT gerh....I,IT wohwhere APPLIAMESIN THE SPACE BUT NOT LESS T AN BTLbH11MSQ ARTOTAL INCHES.O EOPENIGF ALL v - _ s f -- changes to these dxuments have been made. S.ENANTHALSSNALL'ABOVE H NOSIN OFTHE TRAC 2CABSECTION R311]AND SHALL NOT BE LESS THAN 3s'OR COMME CES IN THE SPACE BUT THAN ONE EINCAUL ONEENCE WI5HALL MORETHAN 36'ABOVE THE NOSING OF THE TREADS COMMEN F THE E N IZ INCHES OF THE TOPRE.THE E OPENING DIMENSION N COMMENCE WITHIN 12 I t �ggg�pp�NWNL_ I INCHES OF IHEEOTTOM OF THE ENCLOSME.THE MINIMUM DIMENSIONOF AIR OPENINGS 11k _ The following grounding electrodes that ,±eaeoaq;. SHALL NOT BE LESS THAN 3 INCHES. 4' ;" _ bonded together to ELECTRICAL NOTES >ANGEH000 swuDlscHARGETG HE OUTDOORS THROUGH ASINGLE wnuouare present must be form the grounding electrode system: c15r.t7aoA SFAm tG—MR. . THE DUCT SERVING THE HOOD SHALL HAVE A SMOOTH INTERIOR SURFACE SHALL 6F A - 1.Metal underground water pipe 11 AIRTYHT AND SHALL BE EQUIPPED MIKA EACKDRAR DAMPER DUCTS SERVING RANGE 1 ( ICONTRACTORTOVERIFYTHAT CEILING OUTLET ELECTRICAL BOXES SHALL BE CAPABLE OF SUPPORTING THE HOODS SHALL NOT TERMINATE IN AN ATTIC OR CRAVIL SPACE GRAREAS IMIDE THE 2.Metal frame of bu(Iding Or structure , WEIGHS,OF THE SPECIFIED FAN BULDING SINGLE WALL DLCTSSERVING RANGE H01X1S SHALL BELONLTRUCIEOOF 3.Concrete-encased electrode(Ufer) �3 1 etlyo ` I oa4a '- - GALVANIZED STEEL STAINLESS ETEELOR COPPER EXHAUST HOODS CAPABLE OF . 4.Ground nn :.ELECTRICALCOMRACTGRTOPROVIDE DMGPAMOFELECTRICALDISCONNECnN MEANSPORANYNEW L vA1H EXHAUSTING IN EXCESS OF dGE CUBIC FEET PER MINUTE SHALL BE PROVIDED WITH MAKEUP I g I FURNACES OR AR CONDIT ONNG UNITS UPON RECUEST OF THE AUTHORITIES HAVING.VRISDICTION I AIRATARATEAPPRCXIMATELYEOUALTGTHEIXHAUSTRATE SUCH MAKEUP AIR SYSTEMS - 5.Rod Or pipe electrode 'I r I ��' SHALL BECGNTROLLIEDWITH A MEANS OF CLOSURE AND SHALL BE AUrGMATNC'ALLY - 3ASINGLE DEDICATED RECEPTACLE SHALL BE REQUIRED FOR EJECTOR AND SUMP PUMP MOTORS CONITFGLLED TO START AND OPERATE SIMULTANEOUSLY WITH THE EXHAUST SYSTEM. t]-Plate electrode I COPYRIGHT©2023 4 PROWDE AT LEAST ONE GFCI PROTECTED RECEPTACLE IN THE AMC SPACE NEAR ANY MECHANICAL ' --- _^ —----_--- - - - {' BHVAC,AD.AND EXHAUST VOCATIONS SHALL NOT CAUSE NUISANCES AND SHALL 6E 7 Y °- Iiii 3 EQUIPMENT WRSERVICING PUPPQES. LOCATED GROUNDING ELECTRODE SYSTEM DETAIL acarleun: v •• e11 WAYS, seise RTs •e c=Air V�c C 5 FFOVIOE AT LEAST ONE WALL SWITCH CONTROLLED LIGHT FPiURE WITHIN 3FEET OF THE ATTIC SPACE OF THREE FEET FROM EXTERIOR WALLS AND ROOFS fA vC L ACCESSIBLE OPENINGS rtrt�.u�u[rrcv arrFow bn:�=�wxlm�c K 4X6trN: 7,KITCHEN ACID BATH EXHAUST SHALL BE LOCATED FEET(MINI FROM AOT LINER e ^d1' .� caauTp 1^mn pp syn OPERAELEV✓INDOWS AND IO FEET FROM MECHAMCALINTMES. .i r--- - ------s REEL ARTICLEODfltTEE,ALLAVDESCONCREAILABLE TE ENCADESSED (METAL UNDERGROUND WATER BE TOGETHER THE --•Ir—� BUILDING ROONIPE ELECTRODES,CONCRETE ENCASED ELECTRODES ETC.!SHALL BE BONGED TOGETHER TO AUDIO VIDEO CONSL'LT\NT; FORM THE GROUNDING ELECTRODE SYSTEM. INTERNATIONAL FUEL GAS CODE • ' -y- "�• .' ].BOND GAS A WATER(HOT AND COLD,PIPING AROUND WATER HFATERCONNECflON 1.PRIOR TO ACCEPTANCE AND INITIAL OPERATION ALL PIPING INSTALLATIONS SHELL BE n(r12jj(u� 1 >}vNj+ - WSUALLY INSPECTED AND PRESSURE TESTED TO DETERMINE THAT TIG:MATERIALS iltitiLttttiU. 77 &UU.IWJRESLOCATEG ABOVESHOWERSAMABOYE TUBSINTHSHCWERS SHALL BE MARKED BY THE DESIGN FABRICATION,AND INSTALLATION PRACTICES COMPLY WITH THE REQUIREMENTS I -• - -� i'�``(„_+ l 'V�i\�_ WITH 3FEET0 ELYf OFFOTHENBRIR USE A PAEEI 0T0 M.tRKEOCATIONS fEY THE NAM-FACiURUUMWAIRTES TER A551AiA0tE FOVE GR UBE IN S AND DETAIN LODE Energy&RESCheCA C—UlTant: _ r DA UCCATIOTG � , i ENERGY CONSERVATION CODE GENERAL NOTES: c-" � 6,N>• LFFACTOROFNEWt%l OWSAREDESIGNEDTOBE3 GRLESS.SH]ULDTHECONTRACTORCHM. SEAN n 1 Ef.VIRON\4Eh"TALCONSULTAIVT- 1.ALTERNATELMNDOWWUHOLRM1OTIFI1N EARCWTECT THEWINDOWSMLSTMEETTMSREOUIRELIMT •rt<a.c'MTr �`,w l TYPICAL DRAIN TILE AND SUMP PUMP REQUIREMENTS 2 A PERMANENT CERTIFICATE COMPLETED BY THE BUILDER OR DESIGN PROFESSIONAL SHALL BE POSTED ON A WALL WN RE THE FURNACE)ELECTRICAL SERVICE PANEL IS LOCATED THE CERTIFICATE SHALL UST THE "s PREDOMINATEP-VALUES OF INSULATION THROUGHOUT THE HOUSE DUCTS OUTSIDE COMMONED SPACES scue xxs AM IAFACTOFS FOR FENESTRATIONS L ( sem. ry 1 SURVEYOR: 3 ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDMOMI)SPACES SHALL BE WEATHER STRIPPED Ld ANO INSULATED TO THE LEVEL EQLAVALEM TO THE INSULAMN ON THE SURROUNDING SURFACES.4 PROVIDE P-3 INSULATION ON ALL NEW HOT WATER SERVICE UNES TO KITCHEN AND OTHER AREAS REQUIPEp #-xe PER IECC 84053 ,z,,,..^ l' .v:-.as•f_. Sewage ejector pump 5.SUPPLY DUCTS OUTSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED R-g, suCo2m18edrv�de`- ,1 �' jjvedryut r L1G"NG DESIGNER. EALLDULTS JOINTS ANDSEAMSSHALLBESFALED Pmp Pvc 7 EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL BE INSULATED AND THE AIR BARRIER INSTALLED 11 -�Sdtar92 N `' SEFARATING THEM FROM SHOWERS ANC TOES_ \198HIC ssZl TDIPNI�10LLA bt 14`Ojtd IO Ly SCILIS p&LCI yWLikd�i11QJ1 Pllfl i p peNnipimum p6 cup(aT tAire MiChm IIID f.1 S fu of enfttin,drc 63i15ar mmm � �j f'. dsctlaNgo pp,Y- 1 SEPTIC ENGINEER: hO1�'9 R•CrmrNeleY2 YTaallwiupipiag Pill IT.mmiAX-W l.nded ifeot UPI wthe lar—AIM> IIT" PLUMBING NOTES: s.R:i ld,iud roadaw,ic_I?.;to a 11—is co aid.-iwfiri-h,Rding. -! +��'•'•- .I`� � :� 1.SUMP FITS OPEN TO SCLL OR SERVAL AS THE TERM)NATION FLINT FOR ELIE SLAS OR EXTERIOR DRAW TILE r—�� 'Y` a�. �•� L"--�� LGGPSSHALLEECGVERECWITHA GAKETED OR GTHERINSE SEALED UD. GslryEnlJtiWnIe:S Stag Ttdum((SSll mu.Nth.ojod-n!ie pNo_crh'l ncuttal uiU+u —L. e'ermioitnutn>6al(.,Ner wrewiT<ccliect pons nfrnv}'inlolR hpilding duun,Lrcam ni STflUCTURAL ENGINEER: 2 WASTEIVENT PIPING TO BE STACK TESTED AND INTNESSED BY THE PLLINEING INSFECTOR Nh—Ia.Rordmdatemtde To tl:CSST34Vu'r—M pipe.nett To thetching fT^7 ♦ -'-' �\ f, rtj3'cU BSie E) 3 WATER PIPING TO BE TESTED TO 101 FSI AM WITNESSED BI THE FUMEING DISFECTOR. iM[If. 'Hr pump seveG ' I ADY WA in the xLliuu4vs bnJd rust hate ITj-m,Thu comlzu Mi.Nda of tbt intake �>'ee + `♦' check—W ( isDautl De b--,t� plpitrc.i.e.:Waluplelm and hnt oalrr Lama ENI ERIOR DESIGNER: oc—ew tram - R BONDING DIAGRAM neNTA ---H Spm PROTECT PARTNER: ssml:erstne= k--si�N:--mma7 = c-_.cam.. PL'1T'P L` Hoar TYPICAL SEWAGE EJECTOR PUMP DETAIL CONCENTRATED LOAD END BEARING BNP/x sae Ntz (LOAD STIFFENER) (BEARING STIFFENER) TIGHT JOINT GAP REQUIREMENTS. 11I CE 1r" r NO GAP erlxe Nagel-R—IS ArChNects -WHEN USED AT END BEARINGS.WEB STIFFE14ERS SHOULD BE INSTALLED TIGHT AGAINST THE BOTTOM FLANGE OF THE IJOIST. X 1/6--VI'•GAP —118'-1114' P sn•ct: BUT WITH A MINIMUM I/6'GP BETWEEN THE TOP OF THE STIFFENER AND THE BOTTOM OF THE TOP FLANGE Yd®STIFFENERS MUST BE MADE OF UTILITY GRADE SPF(SOUTH)OR BETTER FOR LUMBER AND/OR SHEATHING GRADE OR 14)""Box OR COMMON ° �,W Cu:Ln•Wr-++��+:rs<s BETTER FORWOOD STRUCTURAL PANELS. B LINCH NAILS.IOD BOX OR -WHEN DESIGNED IN ACCORDANCEWTmTHE LOADISPAN CONDITIONS SET FORTH IN THE TABLES IN ROS®DRG EWP DESIGN (4)60 BOX OR COMMON REQUIRED FOR p e - GUIDE ORINSTALLATION GUIDERFPIJOISTSDONOT REQUIRE WEB STIFFENERS.WITH THE FOLLOWING EXCEPTIONS COMMON NAILS FRI BGS d 90 SERIES WHEN BIDES OF THE HANGERS DO NOT LATERALLY BRACE THE TOP FLANGE OF EACH I-JOIST. CLINCHED -BIRDS MNOUTHCUTS FOR ROOFJOISTS. NO GP NO(IAP • -WHEN IJDISTS ARE DESIGNED TO SUPPORT CONCENTRATED LOADS GREATER THAN 1000 LBS APPLIED TO THE IJOISTS TOP FLANGE BETWEEN SUPPORTS.W THE APPLICATIONS ONLY,THE GAP BETWEEN THE WEB STIFFENER AND THE FLANGE GP TIGM JOINT NO GAP rF"ccr SHALL BE AT THE BOTTOM FLANGE NOTIAS HOUSE YJEB STIFFENERS MAY BE CUTIN THE FIELD AS REQUIRED FOR THE APPLICATION WEE STIFFENER SIZE REQUIRED -THE USE OF WEB STIFFENERS OR BEARING LENGTHS THAT ARE LONGER THAN THE MINIMUM REQUIRED MAY RESULT IN I-JOIST FLANGE WEE STIFFENER SIZE ALLOWABLE SPANS THAT ARE LONGER THAN THOSE SHOWN IN THE ROSEBURG EWP DESIGN GUIDE OR INSTALLATION GUIDE WIDTH EACH SIDE OF WEE THE MOST ACCURATE METHOD OF DETERMINING IF AJOIST IS ADEQUATE AND IF WEB STIFFENERS ARE REQUIRED IS TO USE 1314" 19132-X 25116'NUN WIDTH 450 Paradise Point Road APPROPRIATE SOFTWARE(E.G.SIMSPON STRONG-TIE@ COMPONENT SOLUTIONS-1 OR ENGINEERING ANALYSIS FOR THE 2Viff, 716-X 25116'LMN.WIDTH Southold,NekY York ACTUAL CONDmONS. ' 25/1fi' 1'%2 L16'MINWIDTH 2142• 16X25116-MJNWIDTH 3 in, 11&r X 25116'MJN.WIDTH kf GENERAL NOTES I C E [�`lj� � II AND DETAILS TYPICAL WEB STIFFENER REQUIRMENTS f --�---^� N Nr. ) McPF J U L 1 2023 A904 FFLIEr:N.T 2016 Board of Trustees A B c D E F G GENERAL NOTES: CONCRETE NOTES: REINFORCING NOTES: WOOD FRAMING NOTES: STRUCTURAL DESIGN CRITERIA 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, 1. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST EDITION OF THE ACI BUILDING CODE 1. ALL CONCRETE REINFORCING BARS SHALL CONFORM TO ASTM A615,GRADE 60 EXCEPT WHERE I. ALL WOOD FRAMING SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE APPLICABLE BUILDING 1.CODES AND STANDARDS: LATEST EDITION. REQUIREMENTS FOR REINFORCED CONCRETE(ACI 318)AND THE NEW YORK STATE BUILDING NOTED.ALL REINFORCING BARS TO BE WELDED SHALL CONFORM TO ASTM A706.REINFORCING CONSTRUCTION CODES AND BEST GENERAL ACCEPTED STANDARD. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CODE.IN CASE OF CONFLICT,THE STATE BUILDING CODE SHALL GOVERN. OARS MAY NOT BE WELDED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. 2. LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE'NATIONAL DESIGN SPECIFICATION FOR A'NEW YORK STATE BUILDING CODE,LATEST EDITION', COMMENCING WORK,IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER/ 2. ALL CONCRETE SHALL BE CONTROLLED CONCRETE,MIXED AND PLACED UNDER THE 2. ALL WELDED WIRE FABRIC(W.W.F.)SHALL CONFORM TO ASTM 185.(FY=65 KSI MIN.)W.W.F. WOOD CONSTRUCTION'AS PUBLISHED BY NATIONAL FOREST PRODUCTS ASSOCIATION,UNLESS B 'AMERICAN SOCIETY OF CML ENGINEERS ASCE 7-10' ARCHITECT OF ANY DISCREPANCY THAT MAY EXIST. SUPERVISION OF AN APPROVED CONCRETE TESTING AGENCY. SHALL BE PROVIDED IN FLAT SHEETS.THE FOLLOWING W.W.F.SHALL BE USED FOR AREAS OTHERWISE NOTED. 3. PRINCIPAL OPENINGS THROUGH THE FRAMING ARE SHOWN ON THESE DRAWINGS. PROVIDE ALL 3. FOR LOCATIONS LISTED BELOW,CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH SAND AND SPECIFIED BELOW UNLESS OTHERWISE SHOWN ON THE DRAWINGS: 3. ALL LUMBER TO BE DOUGLAS FIR-LARCH#2 OR BETTER,WITH THE FOLLOWING STANDARDS: OPENINGS REQUIRED BY MECHANICAL,ELECTRICAL,OR PLUMBING TRADES,WHETHER OR NOT GRAVEL AGGREGATE,TYPE I OR TYPE II PORTLAND CEMENT AND A MINIMUM COMPRESSIVE SLAB ON GRADE: 6x6/W4.0 x W4.0 5 5 ' SHOWN IN THE STRUCTURAL DRAWINGS.ANY DEVIATION FROM THE OPENINGS SHOWN ON THE STRENGTH(f'c)OF 4,000 PSI IN 28 DAYS. 3. REINFORCEMENT SHALL BE CONTINUOUS THROUGH ALL CONSTRUCTION JOINTS UNLESS OTHERWISE A. FB= 900 PSI STRUCTURAL DRAWINGS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR REVIEW. 4. ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN AN AIR ENTRAINMENT ADMIXTURE,AIR NOTED ON DRAWINGS. B FV= 185 PSF DESIGN LOADS: 4. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS AND CODES NECESSARY TO CONTENT TO BE 5%3 1%. 4. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH ACI C. E = 1,600,000 PSI DISTRIBUTED LOADS(PSF): ADEQUATELY PROTECT ALL PERSONS PROPERTY FROM INJURY,DAMAGE OR LOSS.HE SHALL 5. ALL CONCRETE SHALL BE PLACED WITHOUT HORIZONTAL CONSTRUCTION JOINTS,EXCEPT WHERE 315-*MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES," D. Fc= 1,350 PSI INSTALL AND MAINTAIN ALL REASONABLE SAFEGUARDS,NOTICES,BARRIERS,SCAFFOLDING, SPECIFICALLY NOTED.HORIZONTAL WALL REINFORCEMENT SHALL BE CONTINUOUS THROUGH LATEST EDITION. E. 19%MAX.MOISTURE CONTENT 1. DEAD LOADS LADDERS,AND PRECAUTIONS REQUIRED TO PROVIDE ALL PROTECTION. VERTICAL CONSTRUCTION JOINTS. 5. PROVIDE AND SCHEDULE WITH THE SHOP DRAWINGS,ALL NECESSARY ACCESSORIES TO HOLD 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS FROM THE 6. CONSTRUCTION JOINT LOCATIONS OTHER THAN SHOWN ON THE DRAWINGS ARE PERMITTED REINFORCING SECURELY IN POSITION.MINIMUM REQUIREMENTS SHALL BE: 4. PROVIDE BRIDGING SPACED NOT MORE THAN 8'-O"O.C. ROOF 20 PSF CONSTRUCTION SITE IMMEDIATELY AFTER COMPLETION OF THEIR WORK IN SAFE AND LEGAL SUBJECT TO PRIOR APPROVAL OF THE ENGINEER.EXPANSION JOINT AND CONTROL JOINT HIGH CHAIRS 4'-0'ON CENTER 5. PROVIDE TEMPORARY AND PERMANENT BRACING FOR FRAMING,INCLUDING TRUSSES,TO HOLD IT 21nd FLOOR 15 PST MANNER. LOCATIONS ARE MANDATORY AS SHOWN.CONTRACTOR SHALL SUBMIT DRAWINGS SHOWING SLAB BOLSTERS 4'-0'ON CENTER SECURELY IN POSITION AT ALL TIMES. 1st(CONC.) 125 PSF 6. THE CONTRACTOR SHALL COORDINATE THESE DRAWINGS WITH ALL ARCHITECTURAL AND INTENDED PLACING SEQUENCES AND LOCATIONS OF CONSTRUCTIONS JOINTS TO THE ENGINEER SUPPORT BARS FOR HIGH CHAIRS NO.5 6. PROVIDE DOUBLE MEMBERS AROUND OPENINGS MORE THAN 16"WIDE. MECHANICAL DRAWINGS AND COORDINATE THE WORK AMONG THE VARIOUS TRADES. FOR APPROVAL.CONSTRUCTION JOINTS SHALL BE LOCATED SO AS TO PROVIDE A 60'-0" 6. ALL CONTINUOUS REINFORCEMENT SHALL HAVE A MINIMUM LAP AS REQUIRED FOR A CLASS B 7. PROVIDE A MINIMUM OF TWO DRESSED MEMBERS UNDER ALL PARALLEL PARTITIONS. 2 LIVE LOADS 7. ALTERNATE CONNECTION DETAILS MAY BE APPROVED IF SUCH DETAILS ARE SUBMITTED TO THE MAXIMUM HORIZONTAL LENGTH OF CONCRETE PLACEMENT IN ANY DIRECTION. SPLICE(AC1 318-95,SECTION 12.15.1)UNLESS NOTED OTHERWISE. B. PROVIDE NAILERS OR LEDGERS WHERE REQUIRED;FASTEN SECURELY. ENGINEER FOR REVIEW,HOWEVER,THE ENGINEER SHALL BE THE SOLE JUDGE OF ACCEPTABILITY. 7. UNLESS OTHERWISE SHOWN ON DRAWINGS,SLABS ON GRADE SHALL BE CAST IN ALTERNATING 7, ALL LAPS IN W.W.F.SHALL BE ONE MESH PLUS TWO INCHES AT SPLICES. 9. LAP AND SPIKE ENDS OF RAFTERS OR JOISTS.ANCHOR ALL FRAMING TO WALLS NOT MORE THAN ROOFS 20 PSF B.THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR THE SAFETY OF ADJACENT STRIPS,ONE(1)COLUMN BAY WIDE.ADJACENT SECTIONS SHALL BE PLACED NO SOONER THAN B. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE PROVIDED AS FOLLOWS UNLESS 4'-0"OC;INCLUDING RAFTERS AND JOISTS PARALLEL TO WALLS. FLOORS 40 PSF STRUCTURES,PROPERTY,HIS WORKMEN,AND THE PUBLIC,AS AFFECTED BY THE CONSTRUCTION THREE DAYS APART.CONTRACTOR MAY PROPOSE A JOINTING METHOD OR PLACEMENT SCHEDULE OTHERWISE SHOWN ON THE DRAWINGS: 10.PROVIDE ALL FRAMING HARDWARE AS REQUIRED TO PROPERLY COMPLETE THE FRAMING.AS AN OF THIS PROJECT. THAT VARIES FROM THE FOREGOING FOR THE ENGINEER'S CONSIDERATION. A SURFACES CAST AGAINST EARTH. 3 INCHES EXAMPLE: 3 SNOW LOAD(REFER SECTION 1608 OF N.Y.S.B.C.) B. GROUT UNDER COLUMN BASE PLATES AND UNDER OTHER BEARING PLATES SHALL BE B. FORMED SURFACES EXPOSED TO EARTH OR WEATHER NON-SHRINK,NONMETALLIC GROUT WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI AT 3 f6 THROUGH#18 BARS 2 INCHES A 3/4"DIAMETER BOLTS WITH WASHERS®12"OC.FOR LEDGERS. GROUND SNOW LOAD Pg= 20 PSF FOUNDATION NOTES: DAYS. f5 BARS AND SMALLER 1 1/2 INCHES B. 1/2'DIAMETER X 12"ANCHOR BOLTS®4'-0'O.C.FOR SILL PLATES. FLAT ROOF SNOW LOAD Pf= 20 PSF 1. THE FOUNDATION DESIGN IS BASED ON BORING AND GEOTECHNICAL REPORTS PERFORMED BY 9. PIPES OR CONDUITS PLACED IN SLABS ON GRADE SHALL NOT BE PLACED CLOSER THAN 3C. FORMED SURFACES NOT EXPOSED TO EARTH OR C 1°X 'STRAP ANCHORS TO STEEL BEAMS. SNOW EXPOSURE FACTOR Ce= 1.0 XXXXXXXXXXXXXXXX DATED XXXXXXXXXXX XX,20XX. DIAMETERS ON CENTERS AND SHALL HAVE AN OUTSIDE DIAMETER LESS THAN 1/3 OF THE SLAB WEATHER SLABS,WALLS. 3/4"INCHES SNOW LOAD IMPORTANCE FACTOR = 1.0 2. ALL STRUCTURES SHALL BE CARRIED DOWN TO SOIL HAVING A MINIMUM BEARING CAPACITY OF THICKNESS AND BE POSITIONED SO THAT THEY DO NOT INTERFERE WITH SLAB REINFORCEMENT. BEAMS,COLUMNS 1 1/2 INCHES 11.PROVIDE COMPRESSIBLE SILL SEALER GASKETS AT ALL PLATES INSTALLED ON MASONRY OR THERMAL FACTOR = 1.0 2.0 TONS PER SQUARE FOOT.ELEVATIONS GIVEN ARE NOT TO BE CONSTRUED AS LIMITING IN 10.ALL KEYS SHALL BE 2"X 4"(NOMINAL)UNLESS OTHERWISE SHOWN ON THE DRAWINGS. CONCRETE WALLS. SNOW BANKING CONSIDERED WHERE APPLICABLE D. SLABS ON GRADE 4 4 ANY WAY THE DEPTH OF EXCAVATION INQUIRED TO REACH GOOD BEARING. 11.CONCRETE CAST O SLOPED SURFACES SHALL BEGIN IL THE LOWEST ELEVATION AND CONTINUE (FROM TOP OF SLAB) 1 1/2 INCHES 12.ALL PLYWOOD SHEATHING SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE APPLICABLE 4, WIND LOAD(REFER SECTION 1609 OF N.Y.S.B.C.) 3.COMPACT FILL T E95%M DF MAXIMUM DRY DENSITY DA OPTIMUM MOISTURE CONTENT AS MONOLITHICALLY TOWARD THE HIGHER ELEVATIONS UNTIL THE INTENDED POUR IS COMPLETED. MAXIMUM DEVIATION FROM THESE REQUIREMENTS SHALL BE t w INCH FOR SECTIONS 10 INCHES BUILDING CONSTRUCTION CODES,THE RECOMMENDATIONS OF THE AMERICAN PLYWOOD ASSOC. DETERMINED BY THE MODIFIED PROCTOR IN ACCORDANCE WITH(ASTM D-1557 OR D-2922)FOR 12.140 CONCRETE SHALL BE CAST BEFORE REVIEW AND APPROVAL OF THE REINFORCING AND , AND THE BEST GENERALLY ACCEPTED STANDARDS. END JOINTS SHALL BE LOCATED OVER THICK OR LESS;AND t%INCH FOR SECTIONS OVER 10 INCHES THICK.SEE ACI 318-89, BASIC WIND SPEED -ULT. 130 MPH EACH 2000 SQUARE FEET OF EACH LAYER. LOCATION OF TESTS RANDOMLY SELECTED BY EMBEDDED ITEMS HAVE BEEN OBTAINED FROM THE ARCHITECT,OR HIS DESIGNATED STRUCTURAL MEMBERS. TESTING AGENCY. REPRESENTATIVE. SECTION 7.7.1 FOR CONDITIONS NOT LISTED. 13.THE FRAMING LAYOUTS ARE INTENDED TO BE DIAGRAMMATIC AND MAY BE MODIFIED BY THE -ALLOW 101 MPH 9. ALL HOOKS SHOWN ON DRAWINGS SHALL BE STANDARD HOOKS UNLESS NOTED OTHERWISE. OCCUPANCY CATEGORY 11 4.EXTERIOR CONSTRUCTION SHALL BE CARRIED DOWN TO A MINIMUM OF 3'-6"BELOW FINISHED 13.ALL EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE CHAMFERED 3/4'UNLESS SHOWN CONTRACTOR WITH RESPECT TO ARRANGEMENT OF THE FRAMING MEMBERS PROVIDED THAT THE 1 O.WHERE CONTINUOUS BARS ARE CALLED FOR,THEY SHALL RUN CONTINUOUSLY AROUND CORNERS EXPOSURE CATEGORY D EXTERIOR GRADE OTHERWISE ON THE DRAWINGS. PERFORMANCE CRITERIA ESTABLISHED IN THE DRAWINGS AND SPECIFICATIONS AND THE VARIOUS AND BE LAPPED AT NECESSARY SPUCES,OR HOOKED AT DISCONTINUOUS ENDS.LAP LENGTHS IMPORTANCE FACTOR 1.00 5. AL FOUNDATIONS SHALL BE PLACED E WATER OR ON FROZEN GROUND. 14.CONCRETE MUST REACH THE FOLLOWING PERCENTAGES OF ITS 28-DAY COMPRESSIVE STRENGTH HEIGHTS AND CLEARANCES SHOWN D THE DRAWINGS ARE MAINTAINED. 6. ALL FOOTING EXCAVATIONS ARE TO BE FINISHED BY HANG. SHALL BE AS GIVEN IN THE SPLICE AND DEVELOPMENT TABLE.LAP BEAM TOP BARS AT INTERNAL PRESSURE COEFFICIENT 0.18 (F'C)BEFORE FORMS OR SHORES MAY BE REMOVED: MID-SPAN AND BEAM BOTTOM BARS AT SUPPORTS,UNLESS OTHERWISE NOTED. 14.WFI PREFABRICATED WOOD JOIST AND LVL BEAMS SHALL BE AS MANUFACTURED BY GEORGIA 7. UNLESS OTHERWISE NOTED,ALL FOOTINGS AND PILASTERS SHALL BE CENTERED UNDER WALLS AND BEAM SIDES 20% 11.PROVIDE ADDITIONAL REINFORCING AT THE SIDES AND CORNERS OF ALL OPENINGS IN CONCRETE PACIFIC COMPANY,WEYERHAEUSER,OR APPROVED EQUAL. CONTRACTOR SHALL INSPECT SUPPORTED MEMBERS. 15.REFER TO ARCHITECTURAL DRAWINGS FOR CONCRETE FINISHES.WHERE FINISH IS NOT SPECIFIED, PRODUCTS UPON ARRIVAL AT JOB SITE AND REJECT ANY MATERIAL WHICH IS WARPED,WET OR 5. SEISMIC LOAD(REFERS CHAPTER 11-12 OF ASCE/SEI 7-05) 8. WHERE FOUNDATION ELEMENTS ARE TO HAVE FILL ON BOTH SIDES,EACH SIDE SHALL BE FILLED CONFORM TO REQUIREMENTS OF ACI 301 -'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR IN ACCORDANCE WITH THE TYPICAL DETAILS.MINIMUM ADDITIONAL REINFORCING SHALL BE AS OTHERWISE DEFECTIVE. SIMULTANEOUSLY,MAINTAINING A COMMON ELEVATION. FOLLOWS. 15.FASTENERS FOR ALL TREATED LUMBER ARE TO BE HOT DIPPED GALVANIZED OR STAINLESS STEEL. SEISMIC SITE CLASS: D BUILDINGS." 2-#5 TOP AND BOTTOM IN SLABS SEISMIC USE GROUP 1 9. COORDINATE UNDER FLOOR DRAIN REQUIREMENTS WITH ARCHITECTURAL AND MECHANICAL 16.SEE ARCHITECTURAL DRAWINGS FOR DOOR AND WINDOW OPENINGS,DRIPS,WASHES, REGLETS, 16.WFI JOISTS SHALL BE KEPT DRY THROUGH DURATION OF CONSTRUCTION. DRAWINGS AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. 2-$5 EACH FACE IN WALLS 17.LVL FLOOR BEAMS SHALL BE 2.0E GP LAM LVL WITH THE FOLLOWING ALLOWABLE DESIGN STRESS Ss: 0.186 g CONCRETE ANGLES, MASONRY ANCHORS,AND FOR MISCELLANEOUS EMBEDDED PLATES,BOLTS, STANDARDS: 10.CONTRACTOR SHALL PROVIDE CONTINUOUS CONTROL OF SURFACE AND UNDERGROUND WATER AS ANCHORS,ANGLES,ETC. _ 2-�5 x 4'-0°LONG DIAGONALLY EACH CORNER OF OPENING S.: 0.175 g REQUIRED DURING CONSTRUCTION SUCH THAT THE WORK IS DONE IN A DRY CONDITION. EXTEND BARS A MINIMUM OF 2'-0"BEYOND OPENING PROVIDE HOOK WHERE EXTENSION IS NOT SDS:= 0.186 g HOWEVER,THE CONTRACTOR SHALL INSURE THAT GROUND WATER LEVELS UNDER ADJACENT POSSIBLE. A. MODULUS OF ELASTICITY E = 2.0 x 10 PSI SDI:= 0175 9 STRUCTURES ARE NOT LOWERED BY CONSTRUCTION TECHNIQUES. B. SHEAR MODULUS OF ELASTICITY G = 125,000 PSI SEISMIC DESIGN CATEGORY: B ll.BUILDING WALLS RETAINING EARTH RELY ON THE COMPLETED FLOOR SLABS FOR LATERAL C. FLEXURAL STRESS(JOIST)F = 2,900 PSI SUPPORT.IF REQUIRED BY THE CONSTRUCTION SEQUENCE,THE CONTRACTOR SHALL TEMPORARILY STEEL NOTES: D. HORIZONTAL SHEAR(JOIST)F = 285 PSI BRACE ALL BUILDING WALLS AGAINST WHICH BACK FILL IS TO BE PLACED UNTIL ALL FLOOR 1. STRUCTURAL STEEL DESIGN CONFORMS TO'SPECIFICATION FOR DESIGN, E. COMPRESSION PERPENDICULAR TO GRAIN(JOIST)F = 750 PSI SLABS SUPPORTING THE WALLS ARE IN PLACE AND HAVE ATTAINED AT LEAST 75%OF THEIR SPECIFIED DESIGN STRENGTH. DESIGN OF TEMPORARY BRACES SHALL BE BY A REGISTERED FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS'(AISC, LATEST F. COMPRESSION PARALLEL TO GRAIN F = 2750 PSI PROFESSIONAL STRUCTURAL ENGINEER LICENSED BY THE STATE OF NEW YORK. EDITION). 3 18.MULTIPLE LVL MEMBERS SHALL BE FASTENED TOGETHER AS FOLLOWS: 12.IN NO CASE SHALL BULLDOZERS OR OTHER HEAVY EQUIPMENT BE PERMITTED CLOSER THAN 8 2.STRUCTURAL STEEL ROLLED SHAPES,PLATES,AND BARS SHALL CONFORM TO THE ® E E I {E FEET FROM ANY FOUNDATION WALL.IF R IS NECESSARY TO OPERATE SUCH EQUIPMENT CLOSER FOLLOWING ASTM DESIGNATIONS: THAN 8 FEET TO THE WALL,THE CONTRACTOR SHALL BE THE SOLE RESPONSIBLE PARTY AND AT ASTM A-36 PLATES,AND ANGLES UNLESS NOTED OTHERWISE 9 1/2'AND 11 7/8'MEMBERS - 2 ROWS OF 16d NAILS®12"O.C. HIS OWN EXPENSE SHALL PROVIDE ADEQUATE SUPPORTS OR BRACE THE WALL TO WITHSTAND ASTM A-500,GRADE B STEEL TUBES STAGGERED TOP AND BOTTOM. THE ADDITIONAL LOADS SUPERIMPOSED FROM SUCH EQUIPMENT. ASTM A-53,GRADE B STEEL PIPE 14',16'AND 18"MEMBERS - 3 ROWS OF 16d NAILS®12"O.C. iD)t 13.THE MAXIMUM SLOPE BETWEEN THE BOTTOMS OF TWO ADJACENT FOOTINGS BEARING ON ASTM A-325,TYPE X ALL BOLTS FOR CONNECTING STRUCTURAL MEMBERS STAGGERED TOP AND BOTTOM. COMPETENT SOIL SHALL NOT EXCEED 2 HORIZONTAL TO 1 VERTICAL. ASTM F-1554,GRADE 50,ALL ANCHOR BOLTS,UNLESS NOTED OTHERWISE. J q f 2023 14.FURNISH AND PLACE ALL SUPPORTS,TEMPORARY ANO PERMANENT,WHETHER SHORING,BRACING, PAINT:VOC COMPLIANT HEAVY DUTY CORROSION AND WEATHER RESISTANT PRIMER; 19.WOOD STUD BEARING WALLS NOT FACED WITH PLYWOOD SHALL BE BRACED WITH SOLID BLOCKING NEEDUNG,UNDERPINNING,OR SHEET PILING,NECESSARY TO BRACE EXCAVATIONS. FERROX 90 GRAY PRIMER AS MANUFACTURED BY CON-LUX COATINGS,INC. AT INTERVALS NOT EXCEEDING 0.4 TIMES THE LENGTH OF THE STUD FOR 2x4 STUDS AND 0.25 4, 3.ALL COLUMN CAP PLATES SHALL BE 3/4"PLATES U.N.O. TIMES THE LENGTH OF THE STUD FOR 2.6 STUDS. g 4.WELDING SHALL CONFORM TO"STRUCTURAL WELDING CODE- STEEL"(AWS D1.1) 20.ALL ROOF RAFTERS SHALL BE SECURED TO BEARING POINTS SIMPSON H2 CONNECTOR PER LATEST EDITION. RAFTER. SoLTthold To wn 5.ALL SHOP AND FIELD WELDS SHALL BE MADE BY CERTIFIED WELDERS,AND SHALL 21.ALL HEADERS AND WOOD BEAMS ARE TO BEAR ON A MINIMUM OF(2)2x6 MEMBERS. CONFORM TO AWS 01.1 UNLESS NOTED OTHERWISE. ALL WELDS SHALL DEVELOP THE FULL 22.STAGGER JOINTS IN DOUBLE PLATES BY 2'-0"MINIMUM. Board of Trustees STRENGTH OF THE MEMBERS OR COMPONENTS BEING CONNECTED UNLESS NOTED 23.CONNECTIONS&FASTENERS SHALL BE IN ACCORDANCE WITH THE BUILDING CODE.MINIMUM OTHERWISE. FASTENERS SHALL BE PER TABLE 2304.10.1. 6. ELECTRODES FOR ALL FIELD AND SHOP WELDING SHALL CONFORM TO AWS E-70 SERIES. 7.ALL WELDING SHALL BE INSPECTED IN THE FIELD BY QUALIFIED WELDING INSPECTORS. 8.FIELD CONNECTIONS SHALL BE MADE BY BOLTING WITH 3/4"DIAMETER A325 HIGH STRENGTH BOLTS,MINIMUM,UNLESS OTHERWISE NOTED. BOLTS SHALL BE FULLY TORQUED. 9. ALL STRUCTURAL STEEL DETAILS AND CONNECTIONS SHALL CONFORM TO THE STANDARDS OF THE AISC 10.DETAILING,FABRICATION OF STRUCTURAL STEEL SHALL BE PERFORMED TO CONFORM TO 2 THE OSHA REQUIREMENTS FOR THE ERECTION OF STRUCTURAL STEEL. B ISSUED FOR CONSTRUCTION PH wM BG 0627123 2 I l.BOLTED CONNECTIONS SHALL HAVE A MINIMUM OF 2 BOLTS PER LEG. 12.FLAME CUTTING OF STRUCTURAL STEEL ON SITE IS NOT PERMITTED,EXCEPT WITH SPECIFIC C FOR REVIEW AND COMMENT PH WM BG O6I1627 WRITTEN APPROVAL BY THE STRUCTURAL ENGINEER. 13.THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING TO MAINTAIN STRUCTURAL STEEL IN PROPER POSITION UNTIL PERMANENTLY SECURED. REMOVE TEMPORARY BRACING B FOR REVIEW AND COMMENT PH WM BG afi10523 AND THEIR CONNECTIONS ONLY AFTER ERECTION OF PERMANENT LATERAL BRACING IS COMPLETE. A FOR REVIEW AND COMMENT PH AM BG 70/1422 14.ALL STRUCTURAL STEEL SHALL BE PAINTED WITH ONE SHOP COAT EXCEPT WITHIN 2"OF FIELD WELD(UNLESS PAINT IS NOT DETRIMENTAL TO QUALITY OF WELD AND WILL NOT REVISION DESCRIPTION ORAwN CHECKED AFPRGVEG BATE CAUSE NOXIOUS FUMES) 15.ALL STRUCTURAL STEEL TO BE SHOP PAINTED SHALL BE CLEANED IN ACCORDANCE WITH BRUCE GOLDMAN, PE PC THE STEEL STRUCTURES PAINTING COUNCIL SP-2-63(HAND CLEANING)TO REMOVE ALL LOOSE MILL SCALE,LOOSE RUST,WELD SLAG,FLUX DEPOSITS,WELD SPLATTER,DIRT OR OTHER FOREIGN MATERIAL. MILL SCALE IN UNBROKEN BUBBLE FORM SHALL BE BROKEN - 15 LOWELL DRIVE AND REMOVED. ALL WELDS AND SHARP PROJECTIONS SHALL BE GROUND SMOOTH. OIL AND GREASE SHALL BE REMOVED BY SOLVENT. WAYNE,NJ 16.AFTER ERECTION,ALL DAMAGED AREAS IN THE SHOP COAT,EXPOSED SURFACES OF BOLTS, BOLT HEADS,NUTS AND WASHERS AND ALL FIELD WELDS SHALL BE CLEANED TO SAME PROJECT NOTIAS HOUSE STANDARDS AS SHOP COAT. W N T 9IR Nxr o6CIMW TR17 evas THE 9 0PAwiR[Ssx EN6NED1."N'Ess 450 PARADISE POINT ROAD THE PEI 6 ACEN6"NRR iR OxQCfgN RA PRaF`� INW'EERSOUTHHOLD,NY NAME B.GOLDMAN LIC.k 062780 DRAWING LIST: DATE 0612723 REV'a TITLE 1 N-100 NOTES FO-100 FOUNDATION PLAN NEW YpR NOTES FO-101 FIRST FLOOR SLAB PLAN GOLD, ti a FO-200 FOUNDATION DETAILS SHEET 1 OF 2 /� 6 FO-201 FOUNDATION DETAILS SHEET 2 OF 2 W DRAWN BY P.H.CHECKED BY: W M APPROVED BY B.G.DATE: 09Po922 S-100 SECOND FLOOR FRAMING PLAN y nr J PROJECT NUMBER' DRAWING NUMBER REVISION S-101 ROOF FRAMING PLAN z N-100 S-200 STEEL DETAILS `�` Wo " 23012 0 S-201 WOOD DETAILS SHEET 1 OF 2 F2 D6 4 2P S-202 WOOD DETAILS SHEET 2 OF 2 SFd H E55�G SCALESHEET SIZE 24.36' NONE 1 OF 10 D A B C D E I F G S-100.dwg A B c D E F G N 5 5 L---- ------ ------- \ n up - - r--� j• NOTES I „I \\\•\ c 1 - \y�,i \� I UM 1 SLAB ON GRADE TO BE 4'CONCRETE WITH WWF 6x6-WW W2.lxW2.1 �•,,••\\\-, 2. EXTEND ALL FOOTINGS 3'-6"BELOW ADJACENT GRADE / 4 1 4 I;. \ 4 ON N RADE. A.•. ` 3. WALL FOOTING TO BE 2'-2'WIDE U.O.N. \\ \ \ \ STAIRS} 10"CONC. 2 1 4x4' 0''LG.(TYP.) \ \\'•\\ I.. \1\ WALL(TYP.) O H \ \\ \. \ \•.:�\\ \ I 1 \ :. RETAINING WALL L —� 1 FOOTING SCHEDULE ';_ I \\.\ \\�•�'•"•,' MARK SIZE MARK REINFORCING NOTES F4.0 4'-0'x 4'-0' 12' (5)i)5 E.W - :')'` I C2 ;;i \'•,. I F50 5'-0'x 5'-0' 12' (6)#5 E.W. ',3'-1FOOTING \ Fs.o6' , F;, COLUMN SCHEDULE COLUMN SIZE VERT.REINF. TIES NOTES S \, , •\ •�-_ 1 Cl 24%10" (e);95 (2)#3®a'\ '` \\\�••,'1; ' _ LET I F--SII— i'I DROP TTG. 4'CONC.SLAB1 \\\ \\\\ IC, C2 12'0 (4) 5 #3®8' 1 r� III=4 .I ON GRADE \`. \ \\\ ,\• .- L-----� I�:::''I�:. 1 C3 24'x10 (8)#5 ( ' 2)#3 08" , F 0 C7 I 'r \\ ! �,; 1 C4 12'x10" (4)#5 #3®8' IEE', 1 CS 12"x10" (4)#5 #3®8' F4 6' EPRESOSED SLAB .0 ————. -2� \ 1 I — _ POOL I I ttP. I _If 1 ;I I I SAWCUT(ttP.) s Fl.i 1 . I A 3'-0"(ttP.) STEP ld, 1 I' \ _" 2 P- '---- — -- — ---- —� FOOTING1 U ISSUED FOR CONSTRUCTION PH WM BG 06 127123 2 s � _ _ 1 � \\'\'', ���' C FOR REVIEW AND COMMENT PH N1M BG 06/16123 STEP FOOTING C --- —CS V4CONC.SAAB B FOR REVIEW AND COMMENT PH WM BG 06/05123 7'-0'(MIN.)®RET. :, -�'.�\x•'. ;,- C4 " „-.•--;i-i,\ :'i, 1. \ _ ' I WALL(ttP.) O ON GRADE C4 '•\ - - = A n RETAINING WALLr.,.:,,., `�\\ __ •, '•,' •I I�:� A FOR REV EW NO COMMENT PH WM BG 10 4122 ;\ li' - REVISION OESCRIFTgIJ DRAWN CHECY.ED PFPROVED DATE LF BRUCE GOLDMAN, PE PC FOUNDATION PLAN L___----= -==-=--___ ____� 15 LOWELL DRIVE SCALE: 1/8'=l'-D" E --- — WAYNE,NJ 6! °' 5 �,� Ir � E PROJECT uD [`1✓n 3 >4;7 i� NOTIAS HOUSE 1x)1 ALTER ANY MU.M 11N1 fi UNLESS 1NE OT A PPUfKfi U DER UR,UNIE55 450 PARADISE POINT ROAD REISON 6 ACNNG UNDER MC DIAECfpN "`R� ° AME.B.GOLDMAN LIC .# 0fi2760 SOUTHHOLD,NY OLDMAN 1 E J U L 1 1 223 ATE. 0612783 REV.U TITLE t NEW!0 FOUNDATION PLAN CHECKED BY: W.M.APPROVED BYB.G DATE 09/09122 Southold Town PROJECTNUMBER: DRAWING NUMBER REVISION -I ..T:, Board of Trustees T 23012 F0_100 0 Wo eP o `4F £y$x� SCALE =1-Q° SHEET 2 OF 10 SIZE.24x36' R 118 AB C D E F G S-IOO.awg A B C D E F G N 5 5 I SLAB ON GRADE� — — r- -, I i I CON�AIR6 1 LEGEND #4®9"TOP 1 II 14®9' 1 ■T-INDICATES WOOD POST UP SLAB ON GRADE I I 1 •T-INDICATES PIPE POST UP U 1 1 1 IIP--!!7111 36 1 I I III 124 1 I 4-c TO®9 #4®9'.6'-0'LG. O4)9CORNER BARS(TYP.) TOP (TYP.--- ---- ---- -- --------- 1L--T- ---- ---1----� EXTEND SLAB OVER I 11 �;9 FOUNDATION 1 0 (DROP FDN.B� T I 36 5 124 I ®PERIMETER 1 1 r r-- I I BEAM SCHEDULE I I 1 I I 1 Ir T 1 I 1 MARK WIDTH HEIGHT LONG REINF. TIES N g I T SLAB ON GRADE tt!w NI a I (B)#4®6'-0'LG. • 1 01 12" 8' (3)#5 T&R 9A 010' N 8 '0 1 1 TOP BARS E W. 1 3 I'o I � �--- I I I I I 3 I I i �4®9' I I 1 1 (2) &B 1 ----I ®OP'NG WALLS TO BE 10'POURED I CONCRETE U.O.N. a 7 I TOP BARS E.W. I I T I #4 09'(nP.) (2)#4 T&BA4'-0'LG. I ADD'L CORNER BARS(nP.) 36 g4 09'(TYP.) I I 1 124 1 3'-0' 2 —_ 1 Bl ____ Bl T B1 J Fn ' 0 ISSUED FOR CONSTRUCTION PH WM BG O6R7R3 2 I T SE C E �l 1e1_ _ °V- . 1 I C FOR REVIEW AND COMMENT PH WM EG 06/16/23 B FOR REVIEW AND COMMENT PH WM BG 06105123 I I J U L 1 1 2023 A FOR REVIEW AND COMMENT PH - EG 10/14f12 I I L__ 1 REVISION DESCRIPTION DRAWN CHECKED APPROVED CATS ' CONC.67WR5� _-________- __J DOWN Southold Town BRUCE GOLDMAN, PE PC FIRST FLOOR SLAB PLAN Board of Trustees 15 LOWELL DRIVE NOTES: SCALE:1/8'= 1'-0" WAYNE,NJ 1. SLAB 8'CONCRETE WITH#4®9'BOTTOM E.W.AND PROJECT ADDITIONAL TOP BARS AS NOTED. NOTIAS HOUSE 2. PROVIDE CORNER BARS B EACH CORNER. 00 WT AUR-DMWIM MT ews X 3. PROVIDE ADDITIONAL(2)Q4 T&B AT OP'NGS. �U A P �93m W� 450 PARADISE POINT ROAD 4 WALLS TO BE 10'POURED CONCRETE U.O.N C,A "uw NAME B.GOLCMAN UC.# 062760 SOUTHHOLD,NY 1 DATE: 06127123 REV.0 TITLE: 1 NEw Yoq FIRST FLOOR SLAB PLAN a �� A 60LD,tf� rb t Z DRAWN BY P.H CHECKED BY W.M.APPROVED BY B.G.DATE 09/09122 PROJECT NUMBER DRAWINGNUMBER REVISION U w 23012 FO-101 0 e `Fpf'R 0 6ESS`�2 SCALESHEET' SIZE:24"x36" N 118=1'-0" 3OF10 D A B C D E F G S—I OO.d.g A B C D E F G FOR REINF.SEE (2)#4 EA.SIDE—, FOR REINF.SEE T.O.FIRST FLOOR FIRST FLOOR PLAN 4'-0°LG.® FIRST fL00R PLAN �14_G_ VARIES MID.THICKNESS ,�T.O.FIRST FLOOR 3`(TYP.) d, l ELS. 14'-0 ° 3"(ttP.) #4 014"HORIZ. 3/4"CHAMFER(ttP.) _ T.O.WALL STAGGERED E.F. EL.XX'-XX 5 #5®12°E.F. VERT. GRADE GRADE GRADE /1x//�7//��//�< EL. 10-0 2"CLR. COLUMN\ 1: (TYP) BEYOND 'V BASEMENT WALL 3"CLR 10°THK.WALL #4®10"HORIZ. (TYP.) #4®14"HORIZ. SLOPE #5®10"VERT. STAGGERED E F. RETAINING WALL 1/8:12 (2)#4 TOP& BOTi.ALL SIDES � WWF 6x6-W4.0(W4.) WATERPROOFING - MEMBRANE •.�' 1/2°THK.BITUMINOUS EXPANSION v #5®12"E.F. �4 NOSING BAR(TYP.) JOINT(TYP,ALL AROUND) •,:, VERT. SLAB/WALL OPENING REINF. DETAIL 4"THK.CONC. BASEMENT SLAB /2"THK.BITUMINOUS EXPANSION SCALE:3/4"= 1'-0" SLAB ON GRADE JOINT(TYP.ALL AROUND) ,�T.0.3BASEMENT 4"THK.CONIC. PROPOSED GRADE NOTES: T.O.BASEMEN 8° WATERSTOP Y T.O.CONCRETE SLAB ON GRADE 1.2. ONE RALF OK ALL OFPREEIIN ORRS CINGRBARSDBY OPENING.INTERRUPTED BY OPENING SHALL BE PROVIDED EL 1r ( ) �2'-5" - - I• 3/4°CRUSHED STONE EACH SIDE OF OPENING SAME NUMBER&SIZE MIN. 1 5 TOP&BOTTOM. •i z E0. 8 EO. 4 ( ) ()N WATERPROOFING SEE TYPICAL WALL FOR REINF. 8" 4 3.SLAB REINFORCING MAY BE SPREAD TO MISS OPENING BUT SPACING BETWEEN MEMBRANE 2x4 CONT.KEYWAY SLAB REINFORCING BARS SHALL NOT EXCEED 3 TIMES SUB THICKNESS OR 18°. - (4)�5 _ 3° 4.DEVELOPMENT LENGTH Ld&Ldh TO BE DETERMINED IN ACCORDANCE WITH THE (MIN.) REQUIREMENT OF ACI 318,CHAPTER 12. SEE PUN #5®10" ` 5.DO NOT CONSTRUCT OPENING THROUGH FLAT SUB IN AREAS COMMON TO(2) ° L (2)#4J IPS UNLESS OPENINGS ARE DIMENSIONED AND SPECIFICALLY DETAILED - ON FRAMING PLANS. TYPICAL WALL SECTION (4)#5 #4®12"(ALTH M •� . OOK) COUMN STR 6.SUBMIT SIZE&LOCATION OF ALL PROPOSED OPENINGS NOT SHOWN ON FRAMING SCALE:1/2"=V-0" ,�B.O.FOOTING JL� PUNS. �'EL.-1'-5" I- SEE PLAN ,� 5'-6" TO" 6 TYPICAL CONCRETE 7'-0°(MIN.) STAIR SECTION SECTION A-A SCALE:1/2"=1'-Q° SECTION AT RETAINING WALL NOTE:FOR DIMENSIONS SEE ARCH DWG'S SCALE:1/2"= 1'-0" IL.COLUMN&FTG. FOR COL.SIZE&REINF. SEE DWG.FO-100 SEE TYP.WALL SECTION 3 ° . DOWELS TO MATCH FOR REINF. 3 • COL.REINF. 10" PER MANUFACTURER'S DING'S •' °, 1/2"CONT.PRE-MOLDED T.O.BASEMENT 4°CONE.SLABw ° •° • BITUMINOUS,ISOLATION JOINT WATERPROOFING EL 2'-8 9�-+ '6—•^ _ 415 MEMBRANE ON GRADE < I• (TYP ALL AROUND) 4"THK. 4"CONIC.WWF 6x6/W2.1xW2.1 cO 2 4 ttP. • • •�• #5®12` REINF.PER PLAN ILI1. 8"THK. J J L 1 1 202.3 ` ° . FB•� 2'-6" ttP V-0°THK. CRUSHED STONE • , ,rte, p, 9 ,,J ( °a 3-0� (3/4'SIZE) d �Yii Y rV` Y r/i rY ° • �rr��/��^ r� /rr T/r r VAPOR BARRIER Southold Town SEE DWG.FO-100—'LSEE PLAN BASEMENT TO 1ST FLOOR COMPACTED TYPICAL SLAB Board otTrustees FOR REINF. SUB GRADE TYPICAL COLUMN FOOTING DETAIL EXTERIOR WALL SECTION ON GRADE DETAIL SCALE:3/4°= 1'-O" SCALE:1/2"= 1'-0" SCALE:3/4"=1'-0" NOTE:FOR REMAINDER OF INFORMATION SEE COLUMN SCHEDULE&TYPICAL DETAIL. 2 0 ISSUED FOR CONSTRUCTION PH WM BG 062783 2 MINIMUM SPLICE LENGTH SCHEDULE MINIMUM DEVELOPMENT CATEGORIES C FOR REVIEW AND COMMENT PH WM BG 0611623 (UNLESS SHOWN OTHERWISE ON THE DRAWINGS) LENGTH SCHEDULE DECK PAVERS CAT. 1 CAT.2 DECK 8 FOR REVIEW AND COMMENT PH WM BG 0fi115/23 F- 60,000 PSI f'c= 4,000 PSI (UNLESS SHOWN OTHERWISE ON THE DRAWINGS) -� y CLEAR SPACING OF BARS BEING DEVELOPED OR ,�SU6 A FOR REVIEW AND COMMENT PH WM BG 10114122 UNCOATED BARS Fy= 60,000 PSI fc'= 4,000 PSI SPLICED NOT LESS THAN db,CLEAR COVER NOT 1 EL 13'-4 UNCOATED BARS LESS THAN db,AND BEAM STIRRUPS OR COLUMN \��\;�\/�\/\ CLASS 'A'TENSION SPLICE = 1.0 Id CLASS 'B'TENSION SPLICE = 1.3 Id TIES THROUGHOUT Id NOT LESS THAN THE CODE 4"SLAB ON GRADE °/%y/���e• REVISION DESCRIPTION cRnwN CHECKED APPRcvED LATE BAR SIZE CAT. 1 CAT. 2 BAR SIZE CAT. 1 CAT. 2 BAR SIZE CAT. 1 CAT. 2 MINIMUM. // c #4®10'HORIZ. #3 15" 22" #3 20" 29" #3 15" 22" OTHER CASES. BRUCE GOLDMAN, PE PC / - #4 19" 29" #4 25" 38" #4 19" 29" OR #5®12•VERT. 15 LOWELL DRIVE #5 24" 36" #5 31" 47" #5 24" 36" WAYNE.NJ CLEAR SPACING OF BARS BEING DEVELOPED OR GRADE _GRADE,� #6 29" 43" #6 38" 56" #6 29" 43" SPLICED NOT LESS THAN 2db AND CLEAR COVER //////////// EL 9'-6 3 Y PROJECT #7 41 62" #7 53" 81" #7 41" 62" NOT LESS THAN db. '��"����'��"�\��\` NOTIAS HOUSE 8 47" 71" & 61 92" WATERPROOFING z mxe APRU DDDDum WTUMM. NU x6 450 PARADISE POINT ROAD # # #8 47" 71" MEMBRANE TiF�i 6�•.tr�w NW i[R'DMECTou #9 53" 80" #9 69" 104" #9 53" 80" 2-s' o e NAME:3.GGOOLDMAN6RLIC.# 062780 SOUTHHOLD,NY 1 #10 59 B9" #10 77" 116" #10 59" B9" DATE 062723 REV 0 TITLE r 1 #5®12` #11 65" 98" #11 85" 127" #11 65" 98" TOP E.W. • (z)#5 NEw oq FOUNDATION PLAN D ES 4'-0' ,,*� pO`DA m *6 SHEET 1 OF 2 1p i. SPLICE LENGTH&MINIMUM DEVELOPMENT LENGTH IS BASED ON ACI 318 LATEST EDITION. tiq w DRAWN BY' P.H.ICHECKED BY: W.M.JAPPROVED BY 8.G.DATE. 0911922 2. AVOID SPLICES IN REGIONS OF MAXIMUM MOMENT.IF THIS IS NOT POSSIBLE STAGGER SPLICES SO THAT W o PROJECT NUMBER DRAWING NUMBER REVISION NOT MORE THAN 50%OF THE BARS ARE SPLICE WITHIN A REQUIRED SPUCE LENGTH OTHERWISE * s FO-200 INCREASE SPLICE LENGTH BY 30%. TYPICAL PERIMETER WALL SECTION o w 23012 L o 3 MOEMBERRS ARE BELOW DEFINED REIN REINFORCEMENT.WALL BARS REINFORCEMENT IS CLASSIFIED ASCONCRETE BOTTOM BARS. THE SCALE: 1/2"= 1'-0" FySFa Fl D6E 5\O2Q SCALE SHEET SIZE 24'x36' lz 4. FOR LIGHTWEIGHT AGGREGATE MULTIPLY THE VALUES ABOVE BY 1.3. AS NOTED 4 OF 10 D A B C D E F G S-100.dwg A B C D E F G 2'-0' u 5 a VERT.REINF. a • 5 a° • '•a • VERT.REINF. `a •° °• VERT.REINF. a • TIES TIES---/ TIES Ci & C3 C4 & C5 C2 BEAM DETAIL COLUMN DETAIL SCALE: 1 1/2'= l'-0' SCALE: 1 1/2•= 1'-0' NOTE:SEE SCHEDULE ON DWG FO-100 FOR REINF. 4 4 3 qD E C E V E 3 i L L 1 1 2023 Southold Town Board of Trusiees 2 - 0 ISSUED FOR CONSTRUCTION PH WM BG 062723 2 C FOR REVIEW AND COMMENT PH V4M BG 06/16123 B FOR REVIEW AND COMMENT PH WM BG 061G623 A FOR REVIEW AND COMMENT PH WM BGf0/1N22 REVISION DESCRIPTICH DRAWN CHCtihED APPROVED DATE BRUCE GOLDMAN, PE PC 15 LOWELL DRIVE WAYNE,NJ PROJECT 60 w uu ANI 60CUY0R TINT 6V IK NOTIAS HOUSE g" "`R°�°" "'® 450 PARADISE POINT ROAD OF TH[PDEW 6 A E EIA M ORECTW NA E B.GOLCMAN`� SOUTHHOLD,NY NAME B.GOLOMAN LIC.N Ofi2760 1 DATE O0723 REV.O TITLE 1 NEw oq FOUNDATION PLAN SHEET 2 OF 2 y4 i DRAWN BY, P.H.ICHECKED BY: W.M.JAPPROVED BY B.G DATE 09/6922 PRGJECTNUMBER' �DRAWINGNLMBER REVISION 23012 FO-201 0 ry z Ob ?P P R OSSY° SCALE. SHEET SIZE;24't36' AS NOTED 5 OF 10 D A B C D E F G S-100.dwg A B C D E F G N 5 5 CL.WALL ABOVE CL.BEARING CL.WALL WALL ABOVE BELOW CL.WALL RIM BOARD ABOVE 1 (TYP.) I II I 1Plzzzzz=r_r �— P1 I II LEGEND 3 ■1 -INDICATES WOOD POST UP 14TJI560 012' 3 1 3/4'x 14" 14TJ1560 016" •1 P1 -INDICATES 4"0 SCHEDULE 40 PIPE POST BELOW 4 LVL 016 O.C. 01 P2 -INDICATES 5 1/2"x 5 1/2"PARALIAM POST BELOW 4 a -BEARING WALL BELOW I I I 14TJ1560 016" �, 1 I m I II I II B14 B12 P24 1P1 B13 B13 1P2 1P2 1P2 z z zr_ 1P1 P11 Pi l I I I 14TJ1560 016" I P21 616 1 3/4'x 14"LVL 1 ®EDGE OF OP'NG I3/a"xia' 1 3/4"x91/4' BEAM SCHEDULE LVL 016" LVL 016" B11 1P4 1P7 MARK SIZE P1 1 B16 1 P1 817 (4)1 3/4'x 23 1/4"LVL I B11 m 1P2 `� C �� t 3 1 B12 (3)1 3/4"x 16"LVL 17 E� 3 I 7 B16 B13 (3) 1 3/4'x 14"LVL ED IR J UNDER POST ABOVElYd� 1 3/4"x 14'LVL 1 _ 014 (2)7 3/4'x 17 7/8'LVL !i` ®EDGE OF OP'NG I B11 I m I U L 1 1 20if�1 23 14TJ1560 016' I B16 (3)1 3/4'x 9 1/4"LVL I P21L� P11 B 3 Pi 1, 613 1P1 --- i � Southold Toiwn .III Board of Trustees s I 14(LVL1 0 EDGE 9 14TJ1560 1 3 14TJ1560 012" 076' N 3 I � I I I I I 14TJI560 m ' 2 ®16" 0 ISSUED FOR CONSTRUCTION PH WM BG 06/27,23 2 1 P2 1 I P2 P2 C FOR REVIEW AND COMMENT PH WM BG 06/1683 I B1 _ 1P2 1P2 B FOR REVIEW AND COMMENT PH NIM BG O6/0623 A FOR REVIEW AND COMMENT PH WM BG 10/1482 REMSKIN DESCRIPTION DRAWN CHECKED APPROVED DATE BRUCE GOLDMAN, PE PC SECOND FLOOR SLAB PLAN 15 LOWELL DRIVE SCALE:1/B"= V-D" WAYNE.NJ PROJECT DO Nw XTER Nn DDCUYEN11RA1 BENE TRE NOTIAS HOUSE UAFRVESSOKEER.UNLESS PARADISE POINT ROAD ME PEIWN 6 MIND UNOER ME NNECPEN 0,APRIES°"°`""ER SOUTHHOLD,NY NAME B.GOLDMAN MC.N 062780 1 DATE06)2723 REV.O TITLE 1 New roq SECOND FLOOR SLAB PLAN a GOLD o6 �Q bC' �'y DRAWN BY P.H.ICHECKED BY W.M.JAPPIOIED BY B.G.DATE 0910982 c�iYy�. o PROJECTNUMBER' DRAWINGNUMBER REVISION G � 2 w 23012 S-1 00 0 00 a= F Fp RO6ES11p SCALE SHEET SIZE'24x36' 1/8=1'-0" 6 OF 10 D AB C D E F G S-100.dwg A B C D E F G N 5 5 I U L u u LEGEND N — ■1 -INDICATES WOOD POST DOWN m a -BEARING WALL BELOW 4 4 N N 1 I n I n I n n I r I r 1 I U I u _ U I u N 14TJ1560 N 14TJI560 BEAM SCHEDULE ®16' ANT. n ®16" MARK SIZE IT M . � n B1 3 1/2"x 14'LVL Euu b 3 62 3 1/2'x 11 7/8"LVL --.----.amu BEARING WALL ypp (BELOW) B3 (3)1 3/4"x 23 7/6'LVL E ULJ u 3 0 I_ 1 1 2023 I u I I�==ti N � I L--- N SuLiffaldT6win ——_—1 n Board of Trustees a r i n L i J u u 2 1 u N B ISSUED FOR CONSTRUCTION PH WM BG 06/27123 2 N N C FOR REVIEW AND COMMENT PH WM BG 6611623 N B FOR REVIEW AND COMMENT PH WM BG 0610523 A FOR REVIEW AND COMMENT PH WM BG 10/1422 REVISION DESCRIPTm DRAWN CHECKED PPOIJECI DATE BRUCE GOLDMAN, PE PC ROOF SLAB PLAN 15 LOWELL DRIVE SCALE: 1/8"= V-D" WAYNE,NJ PROJECT DO WT AM DOCV E TINT EM TME NOTIAS HOUSE �OFAPROrMSOL MD" 450 PARADISE POINT ROAD VE PER�II B ALIWO ula,714:OPEC" OFA H'DFESSOK� SOUTHHOLD,NY NAME.B.GOLDMAN LIC.# 0627E8 1 DATE. 0627123 REV 0 TITLE 1 NEw oq ROOF SLAB PLAN s 60LD s a A� ti 0 6 ti� O of DRAWN BY P.H.CHECKED BY W.M.APPROVED BY B.G.DATE 0?10922 ni s T✓ J PROJECT NUMBER DRAWING NUMBER REVISION ao 23012 S-101 0 o �'SF H 06EyyKy?P SCALE' SHEET SIZE 24"x36" 1/8=1'-0" 7 OF 10 D A B C D E F G 5-100.dwg A B C D E F G CL. 10° 9' 1 1/2' 3 1/2" PL.1/2'x8'xD'-6' } PL.1"THK. 5 (TrP.) 5 5/8"0 EXP.BOLT 5/8'0 THRU BOLT LVL+1" III LVL BEAML.1"xB" 1'CAP/PLATE SADDLE 11 40 PIPE POST PIPE COLUMN BASEPLATE 4'0 PIPE POST SCALE:3°= f-0" I I I I I i I PL.1'x6'x0'-10' I TYP. 1/2'GROUT - 4 PIPE COLUMN ELEVATION 4 SCALE.1 1/2"= V-0' 3 3 t >JUL 202 Southold Town Board of Trustees 2 0 ISSUED FOR CONSTRUCTION PH WM BG 0627/23 2 C FOR REVIEW AND COMMENT PH WM BG 06/1623 B FOR REVIEW AND COMMENT PH WM BG OBID5123 A FOR REVIEW AND COMMENT PH WM BG 7011422 REVISION DESCRIPTGN DRAWN CHECKED APPPOVED DATE BRUCE GOLDMAN, PE PC 15 LOWELL DRIVE WAYNE,NJ PROJECT W WT&TE6 Mt m" By - NOTIAS HOUSE BFM ff A FROEESSpW1 EMLYFER,UNLESS 450 PARADISE POINT ROAD THE PERSON 6 ACING UNm THE DWEm OF A PRDFEE910%DMiNEER SOUTHHOLD.NY NAME:B.GOLDMAN LIC# C6278C 1 DATE 062723 REV 0 TITLE 1 1 E4 STEEL DETAILS a GOLD, ZDRAWN BY. P.H.CHECY.ED BY. W.M APPROVED BY B.G.DATE: 0910922 PROJECTNUMBER' DRAWINGNUMBER REVISION: s w 23012 S-200 0 �2 I 06�C2P `qF H ECSY� SCALE SHEET; SIZE 24'x36' 1/8=V-0" 8 OF 10 D A B C D E F G S-100 dwg A B C D E F G JOIST DETAILS etered-,ea(g13 .3r paabampreaa.wsnafrn u: rt`m ek vete rcn rat0135a3X; Peferwu,6awt3s>JXT mtx•orwen4r �borelmpm°,acY ore vap cea) mat cearma or eracearanear waoamre ® aumk nrremke:cre wren eream'ngmwYn«serr«aa X• 2r abw wan at Fltte[enel nal- BbpYmg parol:,X'TJ'Fm,gnaw Immfseck crerwaA calm+whenprezenb ALLOWABLE HOLES-TJI JOIStS DwY ria made]-a,ar" of tE vn< BYaYog parcL at Mer rea,nue tongue al nm Boartl tY."or tX"TMEerSYmrid LLa Ib bad Madzg W¢C amlener 1E'one , wp 12t'x]Xry mE"pn<enkr ma0 above a ws a "a°n°"Y tX'Tf Fiat Ecam t<-a Fb4 wtl-t5tl 10 t3_r3Xl TJr'_rst BbrYl RWnel: leegerm"• tY-TMbeSvard L_Lu evuv ,� f WebeMeners eevuvetl or. mmurt. bre TJI'A9 edesatlA_WONLT a n<en er caping eoP adesar AJ 4W ONLY sn bbcYe e`UueO etth tY'ar 1X"TMberStrand fi o bot pa 8tl 5o.t3`ta-+2Xry m6'arscemer• Etla0.131'"a]Xry tY.'ortX' me]W ONLVe T!F A¢[ •• FimJoyvwt WeD S4Reram uneE r TMeer ,e vua Y'i-7 W�b�aners O rel eacM1 tk at A3roW s, onremz L_L run edam B1 B1W n nbotM1 •.0 0 reJ Toe naJ wJ-10410.131" saes of bvPA'st bw vgrvu mp+Di�`cure L minmun ,00101]1'x3"i m01a 131r3i 1X"T?Fm.6oamre ,cmtls tY oe eM aB4W ONLY Llav[an"rommks m w1e'0k• .3,at s'oneemer • at egntie�mr atfi or.« (A].vg3.,wanNl %' wzb mneners reawm rmao�p<as at a„p+rer,,,al m.m�.��ma�m " tY.'pr,X"TMeerSmntl'LSL DM sneaPnq roepue an eotn Wesm Btw r'°"•r"`'r'"0e1e -`x."� rowm>"mm,e4. 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JB1 EeRav-see tlebJ el a ROUND NOLEGtZE SOUARE OR RECTANGULAR HOLE GQE 'Fpratrlimreln,smaa,mnepwmcavaneue Rim EDam Kbit antl lnsmktwnin AWY A3.1 A32 A3.3 'Foe atltlboral msk�wnspecA�wmmsee Run fivara A34 Aw4p NaJ lhmugh 2rwmdeaer wwptl EttYe Hkywhaeuserenskllaewn Gwve brfbaand FaNFramm9 TJ-B00) W W W ktlseM l,rs4mrmnmtt'eyvnmJ InseNlatwn GUNe ,X Tf RM Roam or,X'.11X"TM Is.M' PJvcvnq TJr pN we b.Jh 2mws 1W(0.148'r 31 r Ar Am•antlFWFmmrnp TJ.gWtre LSL Na h mtl10131•r Sl ret ore exnaf pare) twit at 6'orisremer d_" 12 mp antl Wvvm Ikge NaJ m tbcYiry panelwiP Use t W N t35'x 3Y reih wM NS'TJr' CRY krgP of TJI'prst P"tlamekrmaMum KJe 1pr llr/rconn purakN le mor panel wEeam=_ al Ponpe wstlPs ,antl Iger 16'seep Ebckmp paneh S tlwmmer tX Tf Rim E.-y-, -0' en.1 ermmMum ink bt,X'- a-c` P-0-IenPN for bbcNi�panelsei• LEL NaAwiN tO4101Jmt�37 na$5an1 AvacM1 eemlorcemenimw'st nx- mkmr X•reimprcement t rip 4bcbnP parek 6-tlameler wM aX aM 11;4"TJF P 12'brq one each al fop�ntlm maange Mare etl 10t3t'x 2X, Web amerers 1,2 tl1fi•4eC bbckmg paneh PI E2 nmum for Dbduq paneh 4x' grit a`sOn notcW flargez. inch remmrcementm P'm redatettn wirier applksm matl hpmaCme repuuetl on bvP 6'mameter mz+imum ror Evlh sa at E3 1°a tleepmslwrter van,T brq. haM1zr orae etl(013('+3X1 HoeGknel Ebmprq Ftp"� ­.*P­ 'k974'tleep of DP retcNrhrges. df"TJ'Rim BoaW 1."ar tX' renal eacM1 comer pare beNveen each badediohts r Inw d, IP., T,mherStreMrLSL NailwM Ant Nabb mp pbk.wth only. Ximotcmnan0e5, tX'TI Pim Boartl ar tY'ort- fOtl 10.131'x3"I r'aibone 2"krglho^X" wnnec4ores equrvaEnlf° Wootlr s'adye' T ..� K eacnmmp aw bommfinege. acetic ion rigor paiwl anheama ceeke m°`aw"`d'R R�0 Timve5r )'ISL NailwJh tOtl reinforce �` ne DileR ` a�P'ul (al" 3'I nails rine exnaf A- mem I. at E' Ykn otnY� ryd"a r�pw cemmfkme. wweewnh Jrpws FuoxpPwemwl emWee al E6 ,« sa_ iotltly tafi•+3;reih at 6" bbcbng betwre at E]beP Wes al FB tl` F1 n An Lroaremwmum tlpi-l.,wmrem on-c<m<r mrmina uu2 <arJ,w'st 'y IT t a,.'A-vd sM1 bbcNsIT%J4`r with 9y,'aM 11,4' Lew-Pan S' ET E8 'Less nen 5' v c M Evam or 3Jm o(0 n�t'r 3X''naAs e,6 ��ps TJF wort WEB STIFFENER ATTACHMENT'nmbe5fmnc LEL Fara exam m' a- eE0tlWt3,"a 3'9 ror s'� corn alNt/ ith T/•TJM lt gidth '¢pnbl E4 vmmum"ads one<achatkp.. E2 E3 Me,i-Table i, n-mediateor Cantilever Support Rarge 56DiF [Tr aibrMmimumtlismrwehpm etlUND hpkminESQUAEORRUL.ARHE%TERIOR DECKATTACHMEM � 5605fi0D1See mbk cebwAPPly zubger TJF p'mbbchieROUNOHOLE GQE GOUAREORRECTANGULA2E.i'edi.dro all blwks msmkO elXArslSpan See bEk hbwar+ ex-,.}- a��>.ena2rbm%m°"'dJ,A' Imp armD+mmryl mphrdrwge, >lah NeOEe<emen rto Drop Rar9e ltgntm tovom permive beam Trealea 2x_ raE%r 4 emmrgsaeacnwn.n�h RargewMkcemupnthaegers:. . rmemr w m �pm NkbwmWeb wwngRegaYenwrm - 4 CbnM raS pozaek IeOper J 214'Y TIF JOMGene brhrerSne 'aY1°�rp�y'a4 when pessmk bole bebw Maintain d4^Tf Rim Eeam pr tY.- Npw s 1 I type _ 2 tlrsbree(mirvmum7 hom pr tK-Tmee5[mnd'LSL 110 A0 G:4-v '°' 8tl na It ma - e epi kdgerm,amercr 2305 Jfi0 Po V.-v Ya" (OttJ's 214'1 J neer°" ONw^a2 3 Fore mourn fiakerbbdr Fakrcr Yownek LcadKlmrPo XtSpan°locahonbs"emtl�mo 560 P8 2+4- 1. harper clwev K"ma bon K'aTNmupn bon wrt 2X-aczewe pe prst W.1 1013-+3141 4 wb do v,�e ur lnrst - , Web eOrcercre regar supponat fop mount hargew,bacYerbbrY nqulrea enN �x•>M �r`apim'Lwu� 5t-- arehoc�v"Jea3ppicetl wiling S.D gra 1o.,3T6+3J4ry to _ H1 rger tiv rot elemvr H2 m 1k tlownvnrtl bads eaceetlgg 250 Ps odor uPfik H3 I,IeoaomoMeebvpasmnn nweem appraham• 77 2d'' T•••�®9-, O least X'of TJI'pm pRmge O O _ _ PB1 LYb ecrped on Ne/ eel W _ n• ` rnWMpnz.Por naluq requinrrcnts,ee Page s,TJ- lA O en'P ayeu4 on O :! y"' -+•t. I It,PS,ar P52 mtaPng face nranverwal 1,WeyMwevawlnaroa,tlon GWOe ror Aovr mrd O a?V,-il n�maGoamwemwm.apetaepovAmMorryrz Web corp apdmsabave is requrretl 12i Gnmructmn gmtle or getterg�� -f-g,T.6pp0r TEIn u•.aun%'•mmma¢avapar. 3 Vvt cake smqunetl for 3x"aw 24 tJl`E60OJarsh •,-� �� b a BEAM DETAILS FASNING Df FLO?R PANELS ! l� Y ll\\VV99 IYY11L� !{ FILLER and BACKER BLOCK SIZES {,� r! I ,„ TJr xma , apo x } BEARING AT WALL BEARWGFORDOOR BEAM TO BEAM BEARING AT Nxu sra ,%"Tf 8 vepn d5-.ttX'p JS'-ttxa'o ek--nX'r' tt%' - wrw.u»e��rw.a.earr+mvre sa ,a r ORWINDOWHEADER CONNECTION CONCRETE WALL e " aP est amus%'orweblmmmlat ma aweoevm°rmt rpw xoT ewpMrmp..a �� V4'Tf Rim Board or Strap per wee drop pate ae lvStD•ra15,,ea wJa,•+rx, Fm.a ebeYr ss.%' a•%- vs•Y." epY" a2col" 1-Y15renne wmeeam b+exa nrureNmwame eine. Y.'vr,X'Timber5uendL 11 ed(b,u-r s,,aelD.,m'r W., IpW xnrr �re ne+rnN areaumJ my re.o'+'S -Drum �`-m�mnun,wMm�e brcaxp�efsramm�a.eroat.ppknmrs c"e mu mu.s�m mua2a mar D.am,+c j �� 1 `� "��� LGL pr bbDFinp far Meml header er ea(Ater-+x15-) am,eo D.rar �aL nms:6Norcr ISL LurL� p°pa^' twr[q b p., aa.,-nra • .,Dau re mr.wn mix n rr. iur a+urr l"slvpfat L L awpon �rmawmaau,.-aa.+mara parema� n�-„n,aram.l�Dm«mre.. far reed glp.,.Dpa� Imt>tf[al" ere a� bre sabre . ALLOWABLE HOLESHeaders and Beams it •C° Shap«r wOeAtop Aeem°pmrebl ror wpN.aaw gaenre�uz gtiriS`Apaay." �"m""ussa n�ie n+ "m nnnapa aaa+rBmzv , a,p m pekrsrotwr.4nuvus �)o`q nevp pyafom mmpk`mw"o�/raekixn rt"re[emgeaapw mw ame�imk+m v:a Iomp,Fl" �y-wY'b ¢/,'arFb reF'or,-xer a Two%m <r wr,,,,,n la;Wm ,nl rex,apawrerane+n°recDma-,MrnmrarlyDw.p.ualm>[, ne`Oppeee ml „g 1.55E Timber5trand"CSL Headers and Beams namvum la'unx meu[anm•'w<Mrere pemmkn ma ue rel aw o-wemmv n,/.-Im mvnee spm+ml .. +J3 la.wr-. , roblmnmuml W<r Isleemm�aream:-oMeimrAmupemmmnmmvereieaveaybamv reminV.-Imm�nmoeapmspl v` +a-1 /apn SouthaldTawn Column Fare maunr Pro homrOa iaium D`nim°neeeOm>Y-ti`s` nireebC'ieE�"a.nwweepenm mo nU:Im m.wnvrcead%4 ," mnmr -_ n perms rc;aMe r m nl ep Faammw a wnm one mm a wince a Board ofi Trustee' J Lt O O See current WeYerheeuser L4 tele mu"z rmlo,f"aa me o+.e naM..wrwlvc>ir�ammew+neen.+.ea-m.•.wmkree.ebrs.. °iw.w.sa I, -- bteretun rarrramin9 connectors mre aapas mev "•YTnarermwnWm p.ne:mna t'mc ve T.a•pwtar nm twine xncee ware Yrw. •etanxr LSL 3 re p�p tl,dad p•r +re,aw °r.. -w.P-m. .w.,...- w3 are%amaKl�,.L Multiple-Member Connections for Top-Loaded Beams Aom .,p1.mor '° uTfoNnEcowuexoP„oxs vn wig++°+m+wa.wn.wr-+,mar r.,,n c„a< hmmtbe bk d,.PP..d FazfenerlvNOaDen Requkmzenh w wntkrerantl antl eeamgs CyHwkng + TJlojaisi good ming does O zfanoers or antttawcmaemro General Nates •Jwmn P". Min Ler�aln�¢Fgws cc.spaOra IPaa Wrenhv<r�<rs m.rern,rea whom not require bridging ar n�nleoam"r nm lO�n +mn„ak +m k•ma•d BEARING AT vines 3' t rkakcersan ore ee .tl mid-Span blocking awerMrerc am amwrnn Wrqur+mempr. gALOADO W �FMMISDIW EMB:EER UM[A _ Pep by hallway kaN.een COLIUIIB(DMN - 12o-t6o rat 3Y.' 2• es ha9ererscr.Pe rustame •wmkemkaeen or be+mampkm cnmavvn IRE PFRSW B AL'IIW URD[R TIE OR[CIEN W Edr xX'or 3X' 3 24' O y ONO lst m s,m4lmmm. r me OF A PRUISSOKk INSOM the rals 3' 3= O P Other Trus JDisK Headers and Beams t2trtitl talk 3X+" 2^• ecP Oes 00 NOTOaMcmlofat O 'mre�z�:t rvemb.Agx,ecw 19 NAME.B.GOLDMAN LIC.k 062780 PA" 3 _ ?X'cr 3X' ecP vacs beyaM mode rxeorrYt �P win beam be eq.lo,m• m9°d /:pm GATE Ofi27/23 REV.O z 5' 2 Ore sore Laatl must be epF4ee e+eNy acnss ures4enaswvm.Otnerwrse Use avPeowmembm. V��pamrmoW¢M IW refs% •' 3= Ore zw• wane kr aweJoamm beamrs rxe fNEW YOB O kngm.Ge��nl ,11-dz2 ' q?X' ' I[er CIY'r a nmwaw matt.+ 41 a� GOLD, *6 Weyerfaeuurlarramm. Screws orb' 2 24" eoP Wee 1W4pk es wince reikO cr Ovtlw rocevxrk G el �T,V, 6X" 1Orc We baa rPeeepu eo tae uproa TJF run Ars( iru s Sorb BOPatles LB minimumsvdMorT'm tX"TJ'RimBoartlpr 'n + /` y, S 2 Screas fiY„ 2 1 24' One sae _ ink mm O tY.'w,X"nmkrSlraM ISL m n X"bode 8' 2 2d' Ivan e,c c otrelsa o� + Fi t f�r�-'J' COLUMN DETAILS (1)1-ft are 0.t]E'tlaneter 120-160 dib are 0l B'-O.t62'4a ler scrzwsare E0.S EDW USP Nb or Tr a OK O ET'm a'c ts'r umbm y i , 13)v,"rrnn win"oac4nP aQNmemeers neneecnzDNmNe vureperM mleel rreJ rows Er z•hpml,e rgws mtfa plr lx+ow General Notes �FR ES`'\O BEAM ON be ror raatn+mr k+mawmr umrmn ban wN. COLUMN GAP NAILING AT BEARING(FLOOR) u et4'M spm /J\ T".Joisfm Searing Ph4 Squash BlDeks to TJl•JOisr O nWmamrmkn }j\\ X Te-8.11- < M1oaawanne wall abo/ tom ma ee snmee Use Bt or B2 at 2 `\Ytl$D�\\\\,SRI ;X'pr X br�a�EL �a,ea,R,26•.3; ro3J4 P WARNING m span lechers pI gat ea IO t13'+N4 wA mlo earJifenpe BA IntelmediGte baa ae.Orwe rgwm mfe< wim load bearing r bism are unskble unPl hracea lamely 0 ISSUED FOR CONSTRUCTION PH WM BG Ofi2723 2 m n¢f rW Imm rtnvee. [/Apl�►�,�,nah ata angle at brafro-Ia Wall Bran IncNdes: a p1 FJ` Oast US"hcm.era vumbma wog of cup Iromabove .x.o.r. g <m.w C FOR REVIEW AND COMMENT PH WM BG 06/16/23 COLUMN BASE nimud ergmetl ale De aD,ee tlearl B2 Q (x_,+\ 1w-do ng44amiy eppwat"`nsq �mavcerep�red B FOR REVIEW AND COMMENT PH WM BG Ofi/0523 vmrar.eomre.don,<gmTal<m re `o.Pmrefnagag emeame °i0"r A FOR REVIEW AND COMMENT PH WM BG 70/1422 _ R11Jms1 DO NOTwWk-j U DDNOT wek,,jW,ts DONOTmaclrbprlding 1r g. er. eX•Trf-RM BamdVm fLSL TJr 560 rMpw[.Toe Prom -611aacef.. that x lying rix menaly On vnatre,mea REVSON OESCR PTOI7 DRAWN CHECKED PROVED DATE 1X'aX'Tim a onallwarsrequnetl J INJURYNAYRESULT. Joi-Sra paly. br TJf'tlo rim kf: m ne_T 110.,_8'r 3'1 gvor panty etlaenurmuppcvea O l& 1O talk ore aeon axe of WARNING NOISE: beams orwalls O Orc)04(0131"a3,mJinfi iJl'lam Oahe iJr FbO or Jcp3n ra0 aseruetle4 AnachrDevk OMOT vx vane to lackplpwpid-a.ngdudngmtlknfmncanresultrnsmious BRUCE GOLDMAN PE PC TJr o,,2....M--johb Iborlo5t n Sauctural AnaLhmenl Plonmermrrun a¢itlent.Obzem Me fDlbwing guitlebrws: Ottre 16410.135+3Y+1"aitmm 1NGTAl1ATKIN TSG sMaPirq kmam "`Treaavae mmw` pknN onvkearm papeM mit.¢ CELVTED ,Y.'mm,mum tea P IhnlanLam¢amekamrdlW0OLUMN BASmberrewl¢I,w. may rotFerepaetl ,a Y,A }� m�s`"og+rum4.enreeam dome"e•+em ren m�txesvde..t...pn tle of em•ye."Tqm°rrataan mafsox 15 LOWELL DRIVE Safery bnmrg 11z4 e v brae wmbec m�ibro`maaG�1swG.e.:ny.rw°"aik.��snyrry pr°o`e ximxr`rvv�orDa`D`u,oanlca¢p:�a z`wa°ne n� Fav,bbpYcam 4mnYDq panda par Yeo P Rmsirnm,.t G•Drvr.mkr,A• ,nr>reamke.aP.a. WAYNE,NJ BEAM ATTACHMENT at BEARING meal Baas meraih Bt aria ax7.Paz`riq wt Pewee Imm pnhct mth 5eeauow'gBLE mer i.,Tir tin 1phtsl ane s�+wwm'e,°+rompenk a®rreamaarn vrpn,Damr.mnm"+Imawn er[vraa°new ryurm vfaTJl'Aat lwdh wee ebRenerslqu,a wDmJNe cvmek tX'4rukcrJs IG HOLES meMztlmaewred ezW waR ormacen na+<u rywanaonmmpe muere mwm Rrges tX'TJ'Rim Pnartl cr Ia saush Gccl¢cr[Incbrg Parch al apermma4h `ias4nmearn)pM wM sTx mitermatremamawamwerr.,clnmpce amr+r<N ,'L, F. ,Y.'ortY.nmEernard°Ls t+w<enkr woea lv.tu•W2Ya9,wuD,mnimam mmvPROJECT. 4 nlerstaretlw4ktlmro btlbamgParDl ARkwG,. tlpdnaYrgnbmD mpmtlmrw.wwtlmamDmmnm4mbdearaaa<arc<Ymwntnnemkpr alJpma NOTIAS HOUSE Cambow wxepis[sapan Pe wimp ar vre wa0lor er For more m(crma4an on FmCcnncn L•rsA w wmAnbm, P-a 450 PARADISE POINT ROAD P] nehnnY raAz arae fisc 0an.mg Dkn l'IaPokcabki ar LSM1w r. e a Lm 1012fi+3^ceaJearF. anpkronenim¢eYerfaeulrinYa,�.Gw Gwve AVFbw •Pvvdar,alArsl al plump clvrsn arbu-n. ng Crop face ozkJ,. � ��p�l��w--w�a -�>e�<our Memnam Parzvam Timt<Narn T!I T!erw Tus Jarst are regrskreo traoemar�gt SOUTHHOLD,NY antlrq s[IM,p cr pore RWFranue T-'-5000 For mumm°m p i■1A fJ6V'� se Neyemaeuser NR 620xONhyerMeuser NF Company Pll rgh,s resenetl sal%cn?ninun.lmn.er erd antl inlzrme a4 MamplergP.s 1 A �"1�'"` Sepan.kr2maRerrurTJ.p,D TITLE � WOOD DETAILS 0 SHEET 1 OF 2 ' DRAWN BY. P.H.ICHECKED BY. W.M.JAPPROVED BY B.G.GATE. 09/0922 PRGJECTNUMBER DRAWINGNUMBER, REVISION' 23012 S-201 0 SCALE SHEET. SIZE24.6' 1/8=1'-0" 9 OF 10 D A B C D E F G 5-100 dwg A B C D E F G '�& ALLOWABLE HOLES - TJI® Joists 1%z'round holes may be cut anywhere Min.distance from Table A Min.distance from Table B in web outside of hatched zone if they are located 3"away horizontally DO NOT (edge-to-edge)from a larger hole. 5 cut or notch flange. 5 6„ ❑ O 0 Q 6„ 6" Li 2 x Di D� Closely grouped round L2 2 x LZ DZ 6" 6" No field cut minimum holes are permitted if minimum No field cut Do not cut DO NOT holes in (applies to all holes the group perimeter holes in holes larger cut holes in cantilever hatched except knockouts) meets requirements for hatched than 1%"in reinforcement. zones round or square holes. zones cantilever Table A - End Support Minimum distance from edge of hole to inside face of nearest end support JOISTROUND HOLE SIZE I SQUARE OR RECTANGULAR HOLE SIZE DEPTH Till 4" 6" 7" 8" 1M12" 14%"a" 16�3/p'18�3/a' 20" 4" 6" 7" 8" 10" 12" 14�/a"16�/a"18�/a" 204 18" '0" 1'�" 2'� 3 6„ 5 " 3'-0" S-6 6'6" 8'-0" 10,-6„ 11,-6 13�„ 4 20" 560D 1'-0" 1'-0" 1'-6 2'-6" 4 " 11'-6„ 2'-G" 5'-0" 6'-0" T-0" 10,_0„ 12'-6" 14,_0" 15,_0" 22" 1'-0" 1'-0" 1'-0" 1'-6" 30" 9'-6" 12'6" 1'-0" 3'�" 5'-0" 6'�" 14'-6' 15,_0"24" 1-0 1'-0" 1'-6" 2'-0" 3 " 8'-6" 11'-0" 12'x" 9'-6" Table B - Intermediate or Cantilever Support Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support JOISTTJI© ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DEPTH 4" 101-11 ' 8" 10" 12" 14 3/4" 16 3/"18%- 20" 4" 6" 7" 8" 10" 12" 14%" 16%"'118%"1 20" 18" 1'-0" " 4'-6" T-6" 11'-O" 16'-6" 3'-0" 7,4" 9'$' 11'-6" 0" 17'_0„ 20" S60D 1'-0" " 1'-0" 4'-6" 8'�" 13'-6„ 17,_0„ 1'-0" 5'-6" 10,_0" 15,_0" 18,_0" 22" 1'-0" " 4'-6" 6'-G" 84" 11,-0„ 14'-6" 17'-6" 3'-6" 6'�" 8'�" 10'_0„ 24" 2'6" " 5'�" 10'x" Rectangular holes based on measurement of longest side. How to Use These Tables General Notes n E C7 P+ `r rM ` s 3ay 8 1. Using Table A,Table B,or both if required,determine the hole Holes may be located vertically anywhere within the web. —�,�a_ .�T'E shape/size and select the TJI®joist and depth. Leave%"of web(minimum)at top and bottom of hole. 2. Scan horizontally until you intersect the correct hole size column. Knockouts are located in web at approximately 12"on-center; 3. Measurement shown is minimum distance from edge of hole to they do not affect hole placement and may be located in the ,J�- ! U L 1 t n��/;1 y support. hatched zone. t E 4. Maintain the required minimum distance from the end and the For simple span(5'minimum)uniformly loaded joists meeting { intermediate or cantilever support. the requirements of this guide,one maximum size round hole may be located at the center of the joist span provided that SUUYt101d TUbt'fl E no other holes occur in the joist, i • Distances are based on the maximum uniform loads allowed �__ _ Board,of Trustees_ a � L on the joists.For other load conditions or hole configurations, use Forte®WEB software or contact your Weyerhaeuser representative. 'Z 0 ISSUED FOR CONSTRUCTION PH WM BG 06/27/23 2 C FOR REVIEW AND COMMENT PH WM BG 06116123 B FOR REVIEW AND COMMENT PH WM BG 06/05123 A FOR REVIEW AND COMMENT PH WM BG 10/14122 REVISION DESCRIPTION DRAWN CHECKED APPROVED DATE BRUCE GOLDMAN, PE PC 15 LOWELL DRIVE WAYNE,NJ PROJECT W MIT WER ANY MUM04IHA1 BENS 111E NOTIAS HOUSE 9u OF A RRaEssKra,E ENC8IEER,MUSS 450 PARADISE POINT ROAD 141E BISON R ACING UNOER IIE 0REC OE A PRCFES90M ENONETR SOUTHHOLD,NY NAME:B.GOLDMAN LIC.# 06278 1 DATE. 06/27123 REV:O TITLE 1 *a& Yoq WOOD DETAILS GOLD, *6 SHEET 2 OF 2 "o tQ 4 E'1 DRAWN BY. P.H.ICHECKED BY W.M.JAPPROVED BY: B.G.DATE 09109122 �I % v PROJECTNUMBER' DRAWING NUMBER REVISION r l 23012 S-202 0 0 O�yS�d R OBE45`p�P SCALE SHEETSIZE 24'46' 1/8=1'-0" 10 OF 10 D A B C D E F G S-100.dwg Glenn Goldsmith, President Town Hall Annex A.Nicholas Krupski,Vice President V ? 54375 Route 25 Eric Sepenoski P.O.Box 1179 Liz Gillooly � " � Southold,NY 11971 `w�' Telephone 631 765-1892 Elizabeth Peeples a a,�. P � ) Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 0/73 Completed in field by; pii �; k Inter-Science Research Association, Inc. on behalf of MIMN HOLDING, LLC, c/o NICHOLAS NOTIAS requests a Wetland Permit to demolish existing 1,259sq.ft. two-story dwelling with 526sq.ft. garage, 469sq.ft. porch, 1,002sq.ft patio, 17sq.ft. shower, and all other accessory structures; construct a 5,144sq.ft. two-story dwelling; construct a 960sq.ft. pool on seaward side of dwelling; construct a 2,907sq.ft. of covered terrace and open terrace between dwelling and pool, and courtyard area for basement egress on southerly side of dwelling; an ±8'x11' north patio entrance with steps to ground; abandon existing sanitary system and install a new I/A OWTS sanitary system; and install a system of gutters and leaders to drywells to contain roof runoff; provide a drywell for pool; install pool equipment, a/c unit and generator areas; establish and perpetually maintain a 10' wide Non-Turf Buffer area landward of the "Zone X" line, and that the areas seaward of the "Zone X" line be established and perpetually maintained as a Non- Disturbance Buffer area with a 4' wide access path through the Non-Turf and Non-Disturbance Buffer areas; and for an trees removed, a 1 to 1 tree replacement using 2 Y2" caliper size trees. Located: 450 Paradise Point Road, Southold. SCTM# 1000-93-1-3 Type of area to be impacted: / Saltwater Wetland Freshwater Wetland Sound V Bay Part of Town Code proposed work falls under: `" Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency _—Pre-Submission Violation Notice of Hearing card posted on property: VYes No Not Applicable / Info needed/Modification�Con�tio �Etc.:.P�aj e"-C) ak � Z l Present Were: \-/'G. Goldsmith �-'_N. Krupski ` E. Sepenoski L. Gillooly Peeples " ` ;r Mimn 1 LLC , Holding,1450 ParadiseSouthold Ir SCTlM#: 1000-93-1-3 qr- � 8 / 812023 10 . 01 w s • OR, qr Ik "FAMW S 81 8 / 2028 10 ' 00 f •+ .+ - .•p 77 Mimn Holding, M Paradise Point Road,Southoldt 1000-93-1-3 •rte 1 _ r r' • _ _ �.'e „fie 1 8 / 8 / 2023 10 ' 00 � , 1 � r t ill, i• s= l^, .. :i �. .,ti ,�a � :t ,s i ?4 A BOARD OF SOUTHOLD TOWN TRUSTEES t � SOUTHOLD,NEW YORK M� 3• Elm PERMIT NO. 9281 APPROVAL DATE: JULY 18,2018 ISSUED TO: NICHOLAS & GEORGIA NOTIAS PROPERTY ADDRESS: 450 PARADISE POINT ROAD, SOU_THOLD r < , SCTM# 1000-93-1-3 AUTHORIZATION C` 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 July 18,2018,and in consideration of application fee in the sum of$250.00 paid by Nicholas & Georgia Notias and subject to the , Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: ca Wetland Permit to demolish existing 1,259sq.ft.two-story dwelling with 526sq.ft.garage, .. 469s • .porch,1,002sq.ft. patio,and 17s • . patio; construct a 4,919s •f.two-story dwellin • - 4, construct a 295sq.ft.seaward side porch;construct a 900sq.ft,pool on seaward side of dwelling; •u construct a 2,234sq.ft.covered terrace and open terrace between dwelling and pool;abandon existing sanitary system and install a new septic system; and install a system of gutters to leaders to drywells,and in accordance to Chapter 236 of the Town Code—Stormwater Management;with the condition to establish and perpetually maintain a 10'wide non-turf f z buffer landward"of the Zone"X"line,and that the area seaward of the Zone"X"line be " designated as a non-disturbance buffer; a planting plan for new trees equivalent to the number ro of trees removed,which are to be of a 2%11 caliper size; and as depicted on the revised site plan prepared by Suffolk Environmental Consulting,Inc.,dated September 18,2018,and stamped approved on October 9,2018; and the planting plan prepared by Suffolk Environmental Consulting,Inc.,dated August 15,2018,and stamped approved on October 9,2018. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, ' and these presents to be subscribed by a majority of the said Board as of as of the 9th day of October,2018. , LytQ Co (���b3,:dm'6s.w,$i3dn,Y�J�Gv�.)YnndoB.b�m1D�a�4oaoa6Lsritfic'f�.�vm)L'�x�mo92�Ao :Ft�.�`�r�w..r.,s�: ":,��TSYd6�iffi5n4:lizWU9mmI } _ !y"0 a. 1 ft so MIMN HOLDING L.L. C. Property Situate: 450 Paradise Point Road • Southold, NY • 11971 SCTM#: 1000-093.00-01.00-003.000 (Photographs taken on September Th, 2022) r ,( Y -r PROP.NE CORNER PROP.TERRACE OF TERRACE PROP.PORCH 4 PROP.NE CORNER I'IZC)P. l)WI:LLIN( ^ OFPOOL }t r J +b N a, r f Photograph taken facing northeast. MIMN HOLDING L.L. C. Property Situate:450 Paradise Point Road • Southold, NY • 11971 SCTM#: 1000-093.00-01.00-003.000 (Photographs taken on September 7th, 2022) M JA ...h PROP.COVERED TERRACE. PROP.NE CORNER PROP.NE CORNER OF TERRACE OF POOL 77 1'1a 0l' 1LRRt\� PROP.DWELLING PROP.PORCH x Photograph taken facing south. MIMN HOLDING L.L. C. Property Situate:450 Paradise Point Road • Southold, NY • 11971 SCTM#: 1000—093.00—01.00—003.000 (Photographs taken on September 7th, 2022) J� PROP.TERRACE PROP.NE CORNER OF POOL *s. Photograph taken facing north 111 1• 11 1 11 11 111 Awl r! JO 1.• r Ron r s x , r. MIMN HOLDING L.L. C. Property Situate: 450 Paradise Point Road • Southold, NY • 11971 SCTM#: 1000—093.00—01.00—003.000 (Photographs taken on September 71h, 2022) PROP.COVERED - TERRACE PROP.PORCH ut i PROP.TERRACE �. PROP.NE POOL PROP.NE 1 EkkA( I CORNER CORNER r XJ - 5 c r J, ;� e !, w"" �"' ¢� fir' y��, •b� yy .w= thr `� � MIMN HOLDING L.L. C. Property Situate: 450 Paradise Point Road • Southold, NY ^ 11971 SCTM#: 1000-093.00 -01.00-003.000 (Photographs taken on September 7th, 2022) ,t -� _' ✓ _ �:. .,� Oxy wz F The photograph above (taken facing northeast) depicts the seaward edge of tidal vegetation and the existing shoreline thereon. MIMN HOLDINGS LLC Property Situate: 450 Paradise Point Road ■ Southold • New York SCTM #: 1000— 093 —01— 003 ticyrthekt • ; yt, $heM�isiano Heights - ". ' and �k svalh4x,a SUBJECT PROPERTY tv.,enlrm, . SUBJECT PROPERTY t M +ILO �i X0 3 ySa ez 6 5e ' ee +ee(4 t LEMK BE,ON RO i cEa,a eEnc>i NMeoa - ,�\j`\ IOWN OF 30UlNOl➢ &1FPoIxCO- n�rreeun a ICEbw EIia,Ne Je L' i 'Z' �,'� __'__ NOTICE ,y"" COUNTY OF SUFFOLK © E fplflglD SE TKA NO Real Property Tax Service Agency r ae c_v_N,KN.a�e.N.,,.a M a93 F PROPENTY euw OFFICE LOCATION: ° MAILING ADDRESS: Town Hall Annex � P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 OUMN LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: September 11, 2023 Re:: LWRP Coastal Consistency Review for of MIMN HOLDING, LLC, c/o NICHOLAS NOTIAS SCTM# 1000-93-1-3 Inter-Science Research Association, Inc. on behalf of MIMN HOLDING, LLC, c/o NICHOLAS NOTIAS requests a Wetland Permit to demolish existing 1,259sq.ft. two-story dwelling with 526sq.ft. garage, 469sq.ft. porch, 1,002sq.ft patio, 17sq.ft. shower, and all other accessory structures; construct a 5,144sq.ft. two-story dwelling; construct a 960sq.ft. pool on seaward side of dwelling; construct a 2,907sq.ft. of covered terrace and open terrace between dwelling and pool, and courtyard area for basement egress on southerly side of dwelling; an ±8'x11' north patio entrance with steps to ground; abandon existing sanitary system and install a new I/A OWTS sanitary system; and install a system of gutters and leaders to drywells to contain roof runoff; provide a drywell for pool; install pool equipment, a/c unit and generator areas; establish and perpetually maintain a 10' wide Non-Turf Buffer area landward of the "Zone X" line, and that the areas seaward of the "Zone X" line be established and perpetually maintained as a Non- Disturbance Buffer area with a 4' wide access path through the Non-Turf and Non-Disturbance Buffer areas; and for an trees removed, a 1 to 1 tree replacement using 2 '/2" caliper size trees. Located: 450 Paradise Point Road, Southold. SCTM# 1000-93-1-3 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is INCONSISTENT with the below listed Policy Standard and therefore is INCONSISTENT with the LWRP 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction It is unclear why the setback to the structure is measured from the High Water Mark. A beach is a tidal wetland (See Chapter 275 definition). Verify the wetland vegetation limits and the line to establish the accurate setbacks. 4.1 Minimize losses of human life and structures from flooding and erosion hazards. A. Minimize potential loss and damage by locating development and structures away from flooding and erosion hazards. The parcel is partially located in FEMA flood zones VE (Velocity Hazard and AE EI 6 and 8 (Structural Hazard). Structure in and near these areas should be avoided and minimized due to repetitive loss from storm surge and flooding. Construction of the new structure should be moved to achieve the largest setback practicable. The decrease in the setback is unsupported by this policy. PrP � � or��� ✓��r� % ° * f��r/ �� r a � ll e�Fs/�� p ,i r ,� �, �; � ✓ y w ir;w/r Jr� r �/�i Ali"J'r'� � r. wr, '�wi �� � Jl , ✓ !' I xd P Rr�r'i / ��' G fHif ,� r �k y I ll ;. y ✓ e � m ,�� '��� ii G,, � r✓'lti✓�r'/�/J �f✓���/�. f J >r I � (,. '",'" irf Y ""�w,.% � �r �m✓/,��X �� `y ' �� 5 p/i�ir� �� r'n�,���l�l 4 Kir � ) 1 r �� r � '�"" "� �m t Yeo✓ � it �h W w ✓wy itt rr�ffif/'1� % a m � s✓ i rPii(iF �� � i/r � I r r i u.,, n lr;✓ ✓ ✓ m �i�� ' ti✓ �9hrn�%�ny G� ��ir/�'f ��r�r, �I r w 44 , r ,, r ry ✓ �4 '�. �� ���zaia fr����Ni � i r R �� '��''� 9nr it s � �✓ r � i i�,!w / �� � ': M Jy u� � ,x V� i ""4 "°�, �2orr l '�rr%✓�� r"f r - ii d G /r g�mr � fw''G rrtl' d11 �f, '' �+ww✓J r o � i L i i � m ala wJnr�t�!)�� ✓i ( y 4�/ uarra!�paµp� ;,r rl I�i; �� i . r r,pd ''�^ ry ai 'l,'P" � P�f✓fir jai 1�' ��� 16, 1 ' s �, �;�� �i �au ' r far 'a� � ��� n�l!V 4'y%�%r /�/�✓ '� r�� $�� ,c��� �"�� "' � i�//ia�"�1✓iiy�r� r��li/iii 1, w i lll a i/ Ir p v il�✓D w n+� ✓ � r�iPr�I r i r/ �rr� 1 �' ✓ was `101 Ji UP 'i. ✓ N!C,G"c i', ,� o.r i.W�i xUl'�„ ,i,,,,,,mlS .0 Subject parcel Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney John G. Stein,Chairperson y - Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 • `� Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., December 8, 2022 the following recommendation was made: Moved by John Stein, seconded by John Chandler, it was RESOLVED to NOT SUPPORT the application of MIMN HOLDING LLC to demolish existing dwelling and related appurtenances, and to construct a new dwelling (4,919 sf.) with attached porch (295 sf.) proposed terrace (2,234 sf.), proposed gravel driveway, and swimming pool (900 sf.). Applicant also proposes to establish and maintain a 10' wide non-turf buffer along the landward side of the existing edge of clearing, seaward of the proposed dwelling. Located: 450 Paradise Point Rd., Southold. SCTM#93-1-3 Inspected by: Shannon Wright, Carol Brown The CAC does Not Support the application because all proposed structures should be setback at least 100' from the wetland boundary and in compliance with Ch. 275. Vote of Council: Ayes: All Motion Carried INTERSCIENCE RESEARCH ASSOCIATES, INC. POST OFFICE BOX 1201 • 36 NUGENT STREET• SOUTHAMPTON,NEW YORK 11969-1201 • 631-283-5958 • FAX:631-283-5974 W W W.inter-science.net July 10, 2023 -Via E-Mail/Regular Mail- Glenn Goldsmith, President C E �i ]D Board of Town Trustees Town of Southold, Town Annex J U L 2023 54375 Route 25, P.O. Box 1179 E Southold,New York 11971 Southold Town Board of Trustees Re: MIMN Holding's,LLC SCTM#1000-93-1-3 Dear Mr. Goldsmith: Enclosed please find Affidavit and Authorization forms. I have also enclosed all materials needed to meet the directives contained in the November 28,2022 e-mail from Elizabeth Cantrell. Specifically, the following items have been provided with this package: 1. Two (2) full to scale certified sects of construction plans including side view elevations with heights of all proposed. 2. Four(4)plans depicting the pier line of the existing dwellings that abut this property using the existing living space area for the line,not any decks, patios, etc. 3. Two (2)planting plans depicting what trees are going to be removed along with at least a proposed 1 to 1 tree replacement. 4. A proposed I/A OWTS system. 5. Written project description including the septic replacement. 6. 1,002 square foot patio. 7. No pool fence is needed as the pool coping in greater than 4 foot above ground. 8. Drywell for pool. 9. Pool equipment, a/c unit and generator. 10. The path to the water will be retained as currently exists. 11. Proposed non-disturbance buffer is shown on provided survey. Project description is attached as a separate file. PROVIDING ENVIRONMENTAL PLANNING,DESIGN & REGULATORY PERMITTING SERVICES Should you have any questions regarding this correspondence or the property in general, please do not hesitate to contact this office. Thank you. Very truly yours, "i- CA tJes Walker Planner JLW: jlw Copy: Nick Notias NotiasTO SHLETTER05162023.wpd INTERSCIENCE PROJECT DESCRIPTION For - MIMN HOLDINGS LLC - Situate 450 Paradise Point Road Town of Southold Suffolk County,New York The following is a written project description for the MIMN Holdings LLC project located at 450 Paradise Point Road, Town of Southold. It is noted that the Board of Southold Town Trustees had issued Permit No. 9281 July 18. 2018. This approval expired with no work begun and no covenants and restrictions completed. The following Wetlands Permit Authorization is requested: Wetlands Permit to demolish existing 1,259 sq. ft. two-story dwelling with 526 sq. ft. garage,469 sq. ft. porch, 1,002 sq. ft. patio, and 17 sq. ft. shower; construct a 5,144 sq. ft. two-story dwelling; construct a 960 sq. ft. pool on seaward side of dwelling; construct a 2,907 sq. ft. covered terrace and open terrace between dwelling and pool; abandon existing sanitary system and install a new I/A OWTS sanitary system; and install a system of gutters and leaders to drywells,provide drywell for swimming pool, and in accordance to chapter 236 of the Town Code—Stormwater Management; with the condition to establish and perpetually maintain a 10' wide non-turf buffer landward of the Zone"X" line, and that the areas seaward of the Zone"X" line be designated as a non-disturbance buffer; a planting plan for new trees equivalent to the number of trees removed, which are to be of a 21/2" caliper size; and as depicted on the revised planting plan prepared by Inter-Science Research Associates, Inc. dated June 2, 2023; and the survey prepared by Fox Land Surveying dated May 25, 2023. NotiasPROJECTDESCRIPTON06062023.wpd Board of Trustees Application AFFIDAVIT 6 LVlO "0 �1 S BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature of Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS 7Al DAY OF MAY , 20 23 O-ATC DF NEW YOAW calvary OF CPU&-CvS. JERRY H. PRETE ;f Notary Public, Stat®of New York No. 01 PR6077330 ary Public Qualifsd in Nase u County CemmissionExpirw,lSrma 27 ZG h Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) liwe, MIMN Holding's, LLC owners of the property identified as SCTM# 1000-93-1-3 in the town of Southold New York, hereby authorizes Inter-Science Research Associates, Inc. to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. Property Owner's Signature Property Owner's Signature TK SWORN TO BEFORE ME THIS DAY OF /V�� , 20 2 3 STATE OF NEW yoRK Cover ry OF QaGeAIS 14e,2a JERRY A. PRETE Rotary Public,State of Nqw York N y Public No. 01 PR6077339 Qualif19d in Nassau County r Commiuioq Expires Juyoapc rZ 7. 2402(0 ,4 � - - Board of Trustees Applica.._un PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: ADDRESS: 93 -I - a 93- 9 3 - i - i STATE OF NEW YORK COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20_, eponent 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 INTEIk-5CIENCE RESEARCH ASSOCIATES, INC. POST OFFICE BOX 1201 • 36 NUGENT STREET• SOUTHAMPTON,NEWYORK 11969-1201 631-283-5958 • FAX:631-283-5974 www.inter-science.net August 8, 2023 -Via E-Mail/Hand Delivery- Glenn Goldsmith, President Board of Town Trustees Town of Southold, Town Annex 54375 Route 25, P.O. Box 1179 Southold,New York 11971 ATTENTION: Elizabeth Cantrell Re: MIMN Holding's,LLC SCTM#1000-93-1-3 Dear Mr. Goldsmith: Enclosed please find the affidavits of posting and mailing along with certified mail receipts. Property was posted on July 28th and mailings were sent out on July 31St. Please let me know if anything else is needed for the August 16, 2023 hearing. Should you have any questions regarding this correspondence or the property in general, please do not hesitate to contact this office. Thank you. Very truly yours, tincipali alker anner JLW: jlw Enclosures Copy: Nick Notias NotiasTOSHLETTER08082023.wpd PROVIDING ENVIRONMENTAL PLANNING,DESIGN & REGULATORY PERMITTING SERVICES RECEIPT RECEIPT 9214 7969 0061 8200 0126 85 9214 7969 0061 8200 0126 78 FROM: FROM: Inter-Science Research Associat Inter-Science Research Associa' RE:Noties! _ RE:Notes SEND TO'-�JA P�"O SEND�'r0: Peconic Land 7tpst`lni. Eu ene-Heacock PO Box 1776rp r ✓ Attn:Roma�elh Southampton�,NY 11969 3515 Cedar Beach Rd a%9�0 Southold.NY119Z1 FEES:, ', f i FEES: �w Postage 0,87 ,C)/ Postage 0.87 Certified Fee' /)t 4.3�'?,=' Certified Fee 4.35 Return Receipt 3.55Return Receipt 3.55 Restricted Restricted TOTAL $8.77 TOTAL $8.77 POSTMARK OR DATE POSTMARK OR DATE RECEIPT RECEIPT 9214 7969 0061 8200 0126 54 9214 7969 0061 8200 0126 61 FROM: FROM: Inter-Scienre Research Associai Inter-Science Research Associat RE:Notias RE:Notias' SEND TO: SEND TO: Joseph Macari R Douglas Bliven PO Box 2 y,-�_?T 0 250 Paradise Point Rd Mattituck NY° 195°2, - 'V v Southold NY 11971 FEESy Z� FEES: Postage ..? ; 0.87 Postage 0.87 Certified Fee 4.35 Certified Fee 4.35 Return Receipt" 3.55 lQ�� Return'Receipt 3.55 Restricted .-'".,a; Rgstrictad TOTAL 8.77 TOTAL +," $8.77 POSTMARK OR DATE POSTMARK OR DATE r s I ; i i ! i A. $ignature I ❑:Agent INTER-SCIENCE RESEARCH ASSOC TI-S-1 X El El 36 NUGENT STREET X - L�' �k� SOUTHAMPTON NY 11968 B. Received by( inte�{1 Name) C. Date of Delivery 1. Article Addressed to: D. Is d very address different from item 1? ❑Yes If YES,enter delivery address below: ❑No PECONIC LAND TRUST INC. PO BOX 1776 SOUTHAMPTON NY 11969 IIIIIIIII1111111111IIII VIII llillllE . 1111111 9290 9969 0061 6200 0126 89 2. Article Number(Transfer from service label) 3. Service Type ®Certified Mail® O�Certified Mail@) 9 214 7969 0061 8200 012 6 85 Restiticted Delivery . PS Form 3811 Facsimile, JUIy 2015 r.4 Do gestic Re�iurn Receipt A. SignaLur Agent INTER-SCIENCE RESEARCH""Ws'9'bC APES, C [3 Addressee 36 NUGENT STREET X S1Ol7TH'A-f'P`1 iSTr7%V,f'119 6 8 B. Received by(Printe "Name) C. Date of Delivery 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑No R DOUGLAS BLI:VEN 250 PARADISE-:.POINT RD SOUTHOLD NY 1:1971 1111111 Illillllllllllll VIII IIIIII111111111 9290 9969 0061 8200 0126 65 2. Article Number(Transfer from service label) 3. Service Type N Certified Mail® ❑Certified Mail®. Restricted Delivegi' PS Form 3811 ;Facsimile„Duly 20151 ; i ;� Domestic Return Receipt Glenn Goldsmith,President gpFFO(,�`o Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski ti = P.O.Box 1179 Liz Gillooly p r Southold,NY 11971 Elizabeth Peeples Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of MIMN HOLDING,LLC, c/o NICHOLAS NOTIAS COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED IN PLACE FOR AT LEAST SEVEN DAYS PRIOR TO THE PUBLIC HEARING DATE- COMPLETE THIS FORM ONEIGHTHDAY OR LATER I, SSA-h•1�S �--• , residing at/dba 54 being duly sworn, depose and say: That on theiay of , 2023, I personally posted the property known as by placing the Board of stees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of,the public hearing. Date of hearing noted thereon to be held Wednesday,August 16,2023. Dated: (Sinature) Sworn to before me this $'0"day ofkvd 2023 Notary Puh1iX}-IARD E.WARRE14 Notary Public, State of New York No.01 VVA497041 S Qualified in Suffolk County Commission Expires August 13,202--tO Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: M 1 M414oO-i1s LLC NAME: ADDRESS: STATE OF NEW YORK COUNTY OF,SUFFOLK � ES L. , residing at 514 SSL Tbl✓4-t4f'tb t'A gLt- Iwe , being duly sworn, deposes and says that on the V-Z(— day of 72DA,•-P , 207 , 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. ,P-'.' �- � ignature Sworn to before me this Day of S{ , 20 23 Notary Pub11� tary Public, State of New York N�3 No.01 WA4970418 Qualified in Suffolk County Commission Expires August 13,20LID 0 RPS Version 4- [Owner Update,Group -Clerk,Name-lesliet] FileEditEdit View � T,-oollbbar Window Help flu wr- .Q � `'}� Itl[1 / _`_�1. 0 M v r-Y Via° a 0 81 T 91-1-6.1 473889,SoritFiul&' " '.';'.'Active M:1'.`,,S61ool:' 'Southold"'Scho Neacock; Eugene Roll.Year. 2024 'Next Yi:,;, 1:.Eamily RfeSiWtrft . ,'LandAti/:'2;300 3538 Cedar Beach Rd.. 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Clidt on folder to Open Windo-w 19 RPS Version 4- [Owner Update,Group-Clerk, Name-lesliet] File Edit View Toolbar Window Help u WIZ0 Eb 4 1 0 ES v 1 91-1-2 1473T89' S 66thold !`�`!AISA 'School:.'-`.86uth'old-s'6 0 1 M.acziri.jose0h v, Rqllye, J 2024 "Family­N�xt i`F� I es 1,Wtrft. -La4,6V: 6,600" Or 41 650 Paradise.Point-Rd LaritlSizef­_­2­ 0 acres o a 14V- 19,400 105 Parce' l 93.1-2TaX'B r s .History e igh, Mdf ..,Ass6�sin).ek Spec Dist(s) Desig Status- De=riOtion', De�ig tatcs:� - First PJome M1:,. Jr.,-Sr,;etc,• `. ­Ij ose �, 4:� $te 11)Fles ph T 'Pr SafeO8/26/08 "AttehtionTo1In-Care*Df Res e ,NSd: Prefix birAtre6t):Rural Houte:, St t,Suffix:` Post ic 'Unitf4am. e: Unit No: ' Pa Box Nd;_Ctj 'State:Mattituck NY 11952- • QU6try:enter if not"USA" '-Bar,Cd: Ownership:e,62:0fe Li":, Ov)n6jjpe: - Primary Primary vmer,s,.Primaiy Residence ence 7 NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: M t Ti PLS LLVI SCTM# (600 - YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: +50 P�-RA-Dt �o i�Si ftp 3.` That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: . 1(0 23 You may contact the Trustees Office at 765-1892 or in.writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. PROPERTY OWNERS NAME: _Mt q kL MAILING ADDRESS: 51- 35 5 ao" c'1�r s�.l 1f.LY 113Co3 PHONE #: n) 555-5131 AGENT: c AT)g (PC. MAILING ADDRESS: PHONE #: Enc: Copy of sketch or plan showing proposal for your convenience. SANTA.1Y SLCIICN: 7--- Se.ye. 5 A, CESSPOOL WITNO TAN DRAINAGE CALLUTAITONS c RFQI Rr.: HW SE=5144 IF. ST .1.00.T117-819C.F.A. ryp st MO'0,, . V.1—/66,42-13 V.F USE J7;0'?7,11 (4)10'Ox4'DEEP FGO-S-13 V.F. D- 'k let? TEST-CLE DATA PSI,ure.- 41 ,To, , R. Dal$SSU,Or &Y J 9/o, 117c 7,74T ksl jj JAN.23.2023 —/Y M0 40 • iT I Pi C3 OCT.93.ZD16 SEPT.18 2018- A C.Z2,ZOW A C.14,206 MAY 17.2015 Survey for: L5, Z.1b 2D17 .All:NOV.111,2017 2017 NICK NOTIAS 'Do 201 1-b.1 At CFRITFIFO TO: Bal LOT WAKAGc: NICK NOTAS EKI TING. Hobs 1259 IF 4/1 Town of Southotal GARAGE 526 IT. N. Suffolk County, New York PORCHES 469 IF. /"70w/ nm SNOWS, 17 SF. /TT0"'?Er 91,�Z_ 101sz/-,sr.OR PROFOSED: ,Q SCAU:1—w HOUSE _5"4 IF o vi POOL 9W I DAVID H.FOA,L.S.P.C. PC234 TERRACES =2907 SF. Fox UNOTES: 0'. --T.11..1 64 SUNSET No SEST AVEVENUYIEI.ARtA-109,bb6 S.M. �WSIHAMPrON REACH,N.Y.11978 -UnSLD LOT CO".X MW11 300 (631) -MGN�MENT FWhD. 0-SP1KE FOUNC. OF WETLAND 3OLNDARY(4G.649 S.F.) 268-DD22 J.�REFERENCE DEED L 1111915 OF 6.36 PROPOSED. 4 lf`YATICNS SHOWN IWWOV ARF wrRrNun HOUSE 5144 S. 79 N.A.V.OAW.(ism). pool 960 SF. t.ZONINU USE UISINIC I-H-W TrNqArX 7R07 5 F. 8.Fl000 7CNF RD NDARJFS SHC'?N ARF FROV Fl PAN10,11TUCT1,111 11"IT 1AILD Sill- R" TOTAL-9011 S.F.DR 19.3X 7.THFRr 15 NO GAS ON M27MM DC-=17-W NOTICEL. OF HEAm1 %,11NG 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: MIMN HOLDING, LLC, c/o NICHOLAS NOTIAS SUBJECT OF PUBLIC HEARING: For a Wetland Permit to demolish existing 1,259sq.ft. two-story dwelling with 526sq.ft. garage, 469sq.ft. porch, 1,002sq.ft patio, 17sq.ft. shower, and all other accessory structures; construct a 5,144sq.ft. two-story dwelling; construct a 960sq.ft. pool on seaward side of dwelling; construct a 2,907sq.ft. of covered terrace and open terrace between dwelling and pool, and courtyard area for basement egress on southerly side of dwelling; an ±8'x11' north patio entrance with steps to ground; abandon existing sanitary system and install a new I/A OWTS sanitary system; and install a system of gutters and leaders to drywells to contain roof runoff; provide a drywell for pool; install pool equipment, a/c unit and generator areas; establish and perpetually maintain a 10' wide Non-Turf Buffer area landward of the "Zone X" line, and that the areas seaward of the "Zone X" line be established and perpetually maintained as a Non-Disturbance Buffer area with a 4' wide access path through the Non-Turf and Non-Disturbance Buffer areas; and for an trees removed, a 1 to 1 tree replacement using 2 %" caliper size trees. Located: 450 Paradise Point Road, Southold. SCTM# 1000-93-1-3 TIME & DATE OF PUBLIC HEARING: Wednesday, August 16, 2023 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES *TOWN OF SOUTHOLD * (631) 765-1892 INTEIk-5CIENCE RESEARCH ASSOCIATES, INC. POST OFFICE BOX 1201 36 NUGENT STREET• SOUTHAMPTON,NEWYORK 11969-1201 631-283-5958 • FAX:631-283-5974 WWW.inter-science.net May 16, 2023 5 E-Via E-Mail/Regular Mail- MAY 1 8 2023 Glenn Goldsmith, President Board of Town Trustees Southold Town Town of Southold, Town Annex Board of Trustees 54375 Route 25, P.O. Box 1179 Southold,New York 11971 Re: MIMN Holding's,LLC SCTM#1000-93-1-3 Dear Mr. Goldsmith: Please be advised that this office has been retained to represent MIMN Holding's, LLC interest for their property located at 450 Paradise Point Road, Southold. I will complete those items needed including a new affidavit and agent authorization and submit with I/A OWTYS system and all other items requested in November 28, 2022 e-mail from Elizabeth Cantrell. Should you have any questions regarding this correspondence or the property in general, please do not hesitate to contact this office. Thank you. JP truly yours, sL. Walker ipal Planner JLW: j1 Copy: Nick Notias NotiasTO S H LETTER05162023.wpd PROVIDING ENVIRONMENTAL PLANNING,DESIGN & REGULATORY PERMITTING SERVICES Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Monday, November 28, 2022 12:02 PM To: 'Robert Anderson'; bruce@suffolkenvironmental.com Subject: MIMN Holding's, LLC/SCTM# 1000-93-1-3 Good Morning, Regarding the application referenced above,the Board of Trustees began their review and are requesting the following: Two (2)full to-scale certified sets of construction plans including side view elevations with heights of all proposed. Four(4) plans depicting the pier line of the existing dwellings that abut this property. Please use the existing living space area.for the line, not any decks, patios, etc. Two (2) planting plans depicting what trees are going to be removed along with at least a proposed 1 to 1 tree replacement. A proposed I/A OWTS system in lieu of a proposed regular septic system. The written project description does not allude to a septic replacement, please update the project description to include the sanitary project. The submitted survey/site plan speaks of a proposed 1002sq.ft. patio to which you are not applying for nor do I see on the plans, please update plan or advise. There is no pool fence depicted on the site plan/survey. If no fencing please elaborate in the written project description. If there needs to be pool fencing, please update the site plan/survey. There is no drywell dedicated to the pool, please update plans to depict this. There is no pool equipment area,a/c unit,generator areas on plans, please update the plans-to depict the proposed. Please add to the written project description comments regarding maintain a 4'wide (max.)access path through the buffers to the beach/water. Please update the written project description comments to include a non-disturbance buffer area (depicted on plans). In order to be considered for December's public hearing agenda please have the requested submitted no later than end of day this Wednesday, Nov. 30tH Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.gov i LAW OFFICES OF MAGRIPLES & ASSOCIATES, LLC 21-71 STEINWAY STREET ASTORIA,NEW YORK 11105 GEORGE E.MAGRIPLES,ESQ.* TEL: (718)728-4000 NEW JERSEY OFFICE: PARTNER FAX: (718)728-2002 600 PROSPECT AVENUE EMAIL: MAGRIPLES@AOL.COM RIDGEFIELD,NJ 07657 *ADMITTED IN NY&NJ i October 12,2022 Southold Town Board of Trustees RE: 450 Paradise Point Road,Southold,NY MIMN HOLDING,LLC-Nick Notias,Managing Member Ladies and Gentlemen: We have acted as counsel for MIMN HOLDING LLC (the "LLC" and "Applicant"), a New York limited liability company, in connection with an application to the Southold Town Board of Trustees. This opinion is delivered to you pursuant to your request and as required by the Board of Trustees. In connection with the Application,we have examined originals,or copies certified or otherwise authenticated to our satisfaction,of the following documents and agreements: In rendering our opinion we have examined the LLC's Articles of Organization,Operating Agreement and filing receipt,and other such records,certificates,documents and instruments as we have deemed necessary for the purposes of the opinions herein expressed (the "Organizational Documents"). Based upon the forgoing, we are of the opinion that: 1. The Applicant (i) is a limited liability company duly formed, validly existing and in good standing under the laws of the State of New York, (ii) has the power and authority to own its property and assets and to carry on its business, (iii) has the power and authority to execute and deliver all Documents and to perform its obligations associated with the application and to take such other actions as may be contemplated by the terms of the application, (iv) NICHOLAS NOTIAS,in his capacity as Managing Member of the LLC,is authorized to act on its behalf with regard to regulatory submissions in connection with this Application. 2. To the best of our knowledge,there are no pending or threatened lawsuits or claims against the limited liability company. 3. The execution and delivery of the Application does not conflict with or result in a violation of the LLC's Organizational Documents or any judgment,order or decree of any court or arbiter,to the best of knowledge, does not conflict with and will not constitute a breach of the terms, conditions or provisions of or constitute a default under any contract,undertaking,indenture or other agreement or instrument by which the Applicant is now bound or to which it is now a party. The opinions herein are rendered solely for your benefit and use and the benefit and use of any assignee or participant of your interests in the Application. This opinion may not be relied upon by any other person without our prior written consent. Very y yours, Georg agrip ,E q. " :�_'''.`'" , TovsnHaliAntYes I4lichael J.Domino,Pres.ident r 94 1"A375 Route 25 John M.Bredemeyer III,Vice-President ?t ., _ P.O.Boit 1178 Charles J.Sanders or Southold,Now York 11871 Glenn Goldsmith s ~ yam!► ►.i=�'' Telephone(631) WM-1982 lax(631).766-6841 A. Nicholas Krupslb BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only Coastal Erosion Permit Application X Wetland Permit Application Administrative Permit /Amendment/Transfer/Extension Received Application: 10-25-22- Received Fee:$ 25D.00 Completed Application: 10- SZZ' p ■ Incomplete: D e ` Y SEQRA Classification: Type I Type II Unlisted DD ,-Coordination:(date sent) OCT 2 5 2022 —.-LWRP Consistency Assessm nt Form:14 ?�]CAC Referral Sent: PP7/0 Southold Town Date of Inspection: Receipt of CAC Report:_Q Board of Trustees Lead Agency Determination Technical Review: Public Hearing Held: I �✓►C"p Resolution: Name of Applicant MIMN HOLDINGS L.L.C. (c/o Nicholas Notias) Address 31-15 Shore Road - Douglaston. NY - 11362 Phone Number: (718)-886-5059 Suffolk County Tax Map Number: 1000— 093.00—01.00—003.000 Property Location: 450 Paradise Point Road • Southold,NY • 11971 Southeast side of Paradise Point Road, 320.97' northeast of Cedar Beach Road (provide LILCO Pole#, distance to cross streets, and location) j:--n)e( — cS L-'-P� cc- as d�— 5110a3 AGENT: e k—Envii'-onmenta onsu (If applicable) Address: -P.O. 2003; Bridgehampton, NAL 1932_, Phone: (631; s�?5 0- C cj 7/a 8')93 Board of Trustees Application GENERAL DATA Land Area(in square feet): 109,558 square feet± Previous use of property: Residential Intended use of property: Residential Covenants and Restrictions: Yes X No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? Yes X No If"Yes",-be advised this application will be reviewed by the Building Dept prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals Yes X No If"Yes",please provide a decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? X Yes No Does the structure(s) on property have a valid Certificate of Occupancy? X Yes No Prior permits/approvals for site improvements: Agency Date Southold Town Trustees Wetland Permit No.9110,8741,9281 October 181h,2017,March 23,2016,Dec.21, 2020 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: Project Description (use attachments if necessary): Applicant proposes to demolish existing dwelling and related appurtenances, and to construct a new dwelling (4,919 ft2) with attached porch (295 ft2), proposed terrace (2,234 ft2), proposed gravel driveway, and swimming pool (900 ft 2). Applicant also proposes to establish and maintain a 10.0' wide non-turf buffer along the landward side of the existing edge of clearing seaward of the proposed dwelling,, Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purposes of proposed operations: to provide the property owner with new Single family dwelling. Area of wetlands on lot: 16,500± square feet Percent coverage of lot: 15.1 ± % Closest distance between nearest existing structures and upland edge of wetlands: 126.0 feet (Existing patio) Closest distance between nearest proposed structures and upland edge of wetlands: 129.1 feet(Proposed terrace) Does the project involve excavation or filling? No X Yes If Yes, how much material will be excavated? 3,500 (cubic yards) How much material will be filled? N/A (cubic yards) Depth of which material will be removed or deposited: 8.0' (max.) feet Proposed slope throughout the area of operations: none Manner in which material will be removed or deposited: Front-end loader/backhoe Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): No further impact to the wetlands and tidal waters of the town in that the surrounding area consists of parcels improved in a similar fashion, with little to no observable effects to adjacent surface waters and tidal wetlands. Further, improvements will be constructed utilizing best management practices, including the installation of siltation fencing/ haybales around the perimeter of the proposed project site. Board of Trustees Application County of Suffolk State of New York MIMNHoldigg LLC BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE TOWN TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES, THEIR AGENTS) OR REPRESENTATIVES(S), TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH REVIEW OF THIS APP ]CATION. Si nature s IV SWORN TO BEFORE ME THIS_lD DAY OF O I ,20 2 Z Zs-om /a Notary u_blic 1 TERESA J.ZIEGLER NOTARY PUBLIC,STATE OF NEW YORK Registration No.01ZI61032026 Qualified in Queens County Commission Expires December 15,20 Board of Trustees Application AUTHORIZATION (where the applicant is not the owner) I, MIMN Holding L.L.C. c/o Nicholas Notias residing at 31-15 Shore Road Douglaston,NY - 11362 do hereby authorize Suffolk Environmental Consulting, Inc. To apply for permit(s) f m the Southold Board of Town Trustees on our behalf. Nicholas Notias APPLICANT/AG ENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the l2art of the town officers and employees. The puipose of this form is to nrovide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Nicholas Notias (Last name, first name,middle initial, unless you are applying in the name of someone else of other entity,such as a company. If so, indicate the other person's or company's name.) NATURE OF APPLICATION: (Check all that apply.) Tax grievance _ Building Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other,"name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered "YES,"complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant'agent/representative)and the town officer or employee.Either check appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse, sibling, parent,or child is (check all that apply): A) the owner of greater then 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B) the legal or beneficial owner of any interest in a non-corporate entity (when the applicant is not a corporation); C) an officer,director, partner, or employee of the applicant; or D) the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted thi ih of TU 0 2Z Signature Print name AcTiCilas Notias Form TS 1 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of the town officers and employees. The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Robert W. Anderson (Last name, first name,middle initial, unless you are applying in the name of someone else of other entity, such as a company.If so, indicate the other person's or company's name.) NATURE OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other,"name the activity.) Do you personally(or through your company, spouse,sibling,parent, or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES," complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse, sibling,parent, or child is (check all that apply): A) the owner of greater then 5% of the shares of the corporate stock of the applicant (when the applicant is a corporation); B) the legal or beneficial owner of any interest in a non-corporate entity (when the applicant is not a corporation); C) an officer, director, partner, or employee of the applicant; or D) the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this t�� �� 2 CG%. _20 2 Signature , Print name Robert W. Anderson Form TS 1 617.20 Appendix 11 Short Form Instructions for Complefitie Part I - Project I nforniatioul 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 subiect 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 Pan 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 suppleftlentany item. Name of Action or Project: MIMN,HOLDINGS L.L.,C. Piopeftv Project Location(describe,and attach a location map): 450 Paradise Point Road Southold, NY - 11971 , - ---- ----- Brie, !?ascription of Proposed Action: Apj2licqnt 12rol2oses to demolish existing dwelling and related agl2urteriAnces,'and to construct a new dwelling (4;919_ ft2) with attached Porch-(295 ft2), 12rol2osed Jerrace (2,234 ft2), 12roposedgravel -driveway, and swimming 126ol (goo ft 2). Apj2licqnt also-prol2oses to establish and maintain a 10.0" widenon-turf buffer along the landward-side of the existing edge of clearing-seaward of the proposed Name of A pplicant or Sponsor: Telephone: 0311 537-5160 Robert Anderson @ Suffolk Environmental Consulting, Inc. E-Mail: iCoe �Bu sufflk oerwionmen'tal.pr.- Address: P.O.Box 2003 city/po: State: 7ip,codc: B'doehampton t Y. '11832 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance[ NO YES administrative rule,or regulationj If Yes,attach a narrative description of the intent orthe proposed action and the environmental resources that Im" El may be affected in the municipality and proceed to Part 2. If no..continue to question 2. 2. Doss the proposed action require a permit,approval or funding from any other governmental Agencyl? NO YES Iffes,list aacricv(s)name and permit or approval- -I FX1 Town of Southold Tiustee's Wetland Permft;.NYSDEC Tidal WL perinit. 3.a.Total acreage of the site of the proposed action) ;'152 "acres b.Total acreage to be physically d isturbed't acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsorl 12.52 , µ ."acres 4. Check-all land uses that occur on,adjoining and near the proposed action] 0 Urban C3Rural (non-agriculture) [3Industrial [3Commercial OResidential'(suburban) CIForest 0Agriculture MAquatic E3 Other(specify): ED Parkland I S.Does,the proposcd action ltichtde constrttctiwl or Odleractivities that result in the 0t'1 NO Vf'S mztet or ether liquEs(e.g.retention pond:tvaste lagoon,darnlj It Y'es,evltttn purpose and sine: MV, Ej I ,0 the Sttt'-6 f the pCiapoSod'aCC96"10 i in iidjl);ntflg prbpe'rtf laeen the IOcatlon of an active or ciost:dj NO. Yrs fiolid waste managiinent facility' X ❑ 20.Rt the site ci1'thE prdp'osed..t4dbn ni atnadjoinint-lro*ty J eeh the (unguiks orj :11U VES ccatitl?ltl;ti) fc}r Efa:i�rtlai�.i�Y�ttsEa�'� JfYes describe; . .. FYI_ ... IArizml.1THAt"ruF IN17611,N]AT1f)N'I'46VI6m)A16vrt 1:4 Till IF'AND Af't'IJI2ATFTi)'f"FFF RF Tt)F�l1i' 3Ci" OIAI LT D G E dip licarit+sponsor c• Ro .Anderson Llzre:;October 14 ,,2022. Si�;nt'�tttn;k .� Part 2.- Impael AsSessrncHt� Tho Leatl Agency is resperosiltle for.the+conipleti,.an ofiliart A". Anstver all of the lhlla%vtrg questlons in Pott 2'tfsing t[.o itiforrtiatlon contained in Part I and other tiikedu2 submitted toy the project spbrtsor of otherwise available to the reviewer. When an_vwerifig the questions the reviewer shOulti be guides by the concept"Have my re,,piinse5 been ram4im6le i nnsidedng the elle and etmtext or the peiiptAad tintion? Vin,tir 1tlt;tlisr�te small" to large inlinlet impact. rlltl ' IIka.V' occur UCCur i. Will the purposed action create a material conflict with at,adapted Iand use plan or zoningl El El crgulutiis[f�;� 2. Will the proposed action result in a chant,in the use or intensity of use of land L1 Ll 3. 1VIll the Ort-posed a..t ti+an lrrip;Esr the cllaractcr or tJitalhyr Of the,exlsdrig community? ,1. Will the prc-post ci;action have an impact on the environmental charactoristl.,that soured thtj El a establishmesit csfaCrlticaJ L:nviMrs menta I Area(CF'kyf 5, Will nci�'prori sed ac:.tion msult in'all adersc vilall&in t.hs c dst of IMvO Oftrafflc od affect existing iitfiptructure:or nia-N tracisit,biki66 or 6. Will the'prop6sed.acitph�MtH�e tin increase In the use of, ner_gy aid it falls,za incorporatel (�► rxa;;@rltlloly avuilatolc Ctlera '.com-ervatia6 or rl'EtiCShTfble ener o , torttllitii:a1 7. Will thv I.7rt)pU9Cd iwflon impact CAt..41tigi a. public 1 private.Nvc f fatppIiui�9 El El a. p iblic Url4'ttte wastewttir treatment utilities? El 8. Will the proposed action impair thexharaGter or quality of inlpprlant'llistori'-,archaeulaf iwll architectural or acwtltutic resourct,sq 9. Will the proposed-ttctitin result in an adverse ekinge to naturtl resou ces,(c,g,wetlandi waterbodies,groundwater,air gttatir,�, iloraand Intina)y Page 3 of 4 N6,or N'lotleraio -small to large impact impild Illy 11111Y cattier ocsrur� 16"Will the proposed'action result in an in c rem,%in the potential for erosion, floodint, ordrairtagel 11. Will the pnipp"os'ed'action create a hazir'd 6'envit6nmbrital resources or human llealffiT 1:1 El Vart.3 -Deteimihatioln ofAgnificahcOl The Lead AgVtley is rkplinAhkifijr the Ceirill)IMERi(if Party, For okery ,question in Part that wasmigivefed."tnodetate tt.large impact tmay occur",' or i dem"'nt of the moposee-aiifi6ft illay prvvill fiat result in iA signifiatntadveil�.t!envirt-nmental impact,please corfiplete PAH 3 Pat(3 should',insuffic;u-ilt detail,idctltiry Mt�wsun:.50r dirsip go e t4--project sponsor.toavioid orredttce impacts[ Part 3 should'Olso-explain Maty-the lead 4gtncy determinedthatthe impact may or NAIII lot bi-,slgtiifimt:Fach potealial,411palct Amin' bo:a�,qmed coltsideript'its set(iag,probability ofoccurriti8j, duration,irreversibility,geographic scf)per,tndmagriittide, Also;.-,ons.i&r th e potenti al for shott-term,long-tenn and -CUMUlativo imp-autbi Checkthisbox if;tau 14ati defe.rinin.ed, based on ffib inion-natidn and analysis abclVe,and.any stip rig domme.btation., Porti th.ati=sed action ifitly FONOIL in one or inore potentially IVge or signif icant adverse impacts anc an env JIM d pacl statement is require Ch6ck this 6ox if YOU hay b de'tarmined Ivuwd on the i w5ormati op and analy.,i!;abo.ve,and arii sqppprting dOd Urn on tat'lon, that lhe'pmpo34�d ktion will not ri-N(dt in wily Sigilificant-ad'ver'ie 011viromilental itlipact-S. (aame'of Lead Agency Date Print forType Na ftii?4-)f pe fffire r in Liad A '-Iky Title of lZ.-,c,;p6n.0le Offlner Signature-fif Resooitsible"Officer in LAW Agency Si�aature'61`Ptuparet"iNifferehi fraii Responsible Officei) PRINT PAgO 4 of 4 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 action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered"yes"or"no",then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus,each answer must be explained in detail,listing both supporting and non- supporting facts.. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 093 - 01 - 03 The Application has been submitted to (check appropriate response): Town Board ❑ Planning Dept. ❑ Building Dept. ❑ Board of Trustees ® ZBA ❑ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital construction, planning activity, agency regulation, land transaction) ❑ (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: Nature and extent of action: Applicant proposes to demolish existing dwelling and related appurtenances, and to construct a new dwelling (4,919 ft2) with attached porch (295 ft% proposed terrace (2,234 ft2), proposed gravel driveway, and swimming pool (900 ft 2). Applicant also proposes to establish and maintain a 10.0' wide non-turf buffer along the landward side of the existing edge of clearing seaward of the proposed dwelling Location of action: 450 Paradise Point Rd. Southold,NY 11971 Site acreage: 2.52 acres Present land use: Residential Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency,the following information shall be provided: (a) Name of applicant: MIMN HOLDING LLC (c/o Nicholas Notias) (b) Mailing address: 3 1-15 Shore Road, Douglaston, NY 11362 (c) Telephone number: Area Code (718) 886-5059 (d) Application number, if any: N/A Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ® No ❑ If yes,which state or federal agency? NYSDEC, 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 Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable 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 5 through 7 for evaluation criteria ❑ Yes ❑ No ® Not Applicable This Policy is not applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No ® Not Applicable This Policy is not applicable. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III -Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ® Not Applicable This policy is not applicable. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria ❑ Yes ❑ No ® Not Applicable This policy is not applicable to the subiect proiect. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III -Policies Pages 32 through 34 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary PUBLIC COAST POLICIES Policy 9. Provide for public access to,and recreational use of,coastal waters,public lands, and public resources of the Town of Southold. See LWRP Section III—Policies;Pages 38 through 46 for evaluation criteria ❑ Yes ❑ No ® Not Applicable i Not Applicable. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependence uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound,the Peconic Estuary and Town Waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary Policy 12 Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Not Applicable. Suffolk Environmental Consulting, Inc. Newman Village • Suite E 2310 Main Street PO Box 2003 • Bridgehampton NY 11932-2003 t 631.537.5160 f 631.537.5291 Bruce Anderson,M.S.,President October 141h, 2022 HAND DELIVERED O E :EV E Board of Trustees O2 Town of Southold P.O. 1179 Southold, NY dm 11971 RE: MIMN HOLDING, L.L.C. Property—Proposed Dwelling and Pool Situate: 450 Paradise Point Road • Southold, NY • 11971 SCTM#: 1000—093.00—01.00—003.000 Dear Members of the Board, This Firm represents the owner(s) of the above referenced property, who are seeking all required regulatory approvals to demolish the existing dwelling, and construct a new single family dwelling, swimming pool and other related appurtenances thereon. Consequently, your departments approval is hereby requested. Attached herewith, please find the following application materials; 1. Board of Trustees Wetland Permit Application; (one original and three [3] copies); 2. LWRP Consistency Assessment Form; (one original and three [3] copies); 3. Attorney Opinion Letter; (one original and three [3] copies); 4. Owner's Affirmation; (one original and three [3] copies); 5. Owner's Endorsement; (one original and three [3] copies); 6. Owner's Open Government Disclosure Form; (one original and three [3] copies); 7. Agent's Open Government Disclosure Form; (one original and three [3] copies); 8. SEQRA Short Environmental Assessment Form; (one original and three [3] copies); 9. Location Map; (four [4] sets); 10. Photographs of the property and current conditions thereon, (four [4] sets); 11. Survey prepared by FOX LAND SURVEYING last dated October 3rd, 2018, (four [4] sets) and; 12. Check made payable to the Town of Southold in the amount of two-hundred fifty dollars ($250.00) in satisfaction of the requisite application fee. Thank you for your time and consideration regarding this application. Should you have any questions or concerns pertaining to this matter, please feel free to contact this Office at any time. Yours Truly, Robert W. Anderson (enc.) C.C. MIMN HOLDINGS LLC (c/o N. NOTIAS)