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HomeMy WebLinkAbout1000-106.-11-22 OFFICE LOCATION: ®� ® MAILING ADDRESS: Town Hall Annex °` ® P.O. Box 1179 54375 State Route 25 J�Ltt Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 G ® Telephone: 631765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn-Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: February 13, 2023 Re: LWRP Coastal Consistency Review of THE RICHARD HEUS & PAMELA HEUS REVOCABLE TRUSTS SCTM# 1000-106-11-22 Jeffrey Patanjo on behalf of THE RICHARD HEUS & PAMELA HEUS REVOCABLE TRUSTS requests a Wetland Permit to construct first floor additions and alterations to existing 1-'/story dwelling consisting of a conversion of existing garage to a 15'11"x22'2'/" living room addition; a 7'10'/2"x 22'6"foyer addition; a 2'3"x7'3" master bathroom addition; a proposed 7'10%2'x 77' covered front porch; and existing 15'2"x24'2" seaward side deck with steps to ground for a total of 3,185sq.ft. gross floor area; install two 8' diameter by 5' deep roof drains to contain the existing and proposed roof runoff; and to install and perpetually maintain a 10' wide non-turf buffer area along the landward edge of top of bluff. Located: 615 South Drive, Mattituck. SCTM# 1000-106-11-22 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 proposal is CONSISTENT with LWRP Policies and with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney Town of Southold LWRP CONSISTENCY ASSESSMENT FO A. INSTRUCTIONS FEB ® 7 2023 Pocithold'To 1. All applicants for permits* including Town of Southold agencies, 2 s CAF for proposed actions that are subject to the Town of Southold Wrrt Consistency aw. 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 siunificant 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- aMMorting 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# 166 11 22 PROJECT NAME 615 South Drive, Mattituck, NY 11952 The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. 7 Board of Trustees ✓❑ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit,approval,license,certification: Nature and extent of action: Construct 301"x 15'11" house addition on landward side of existing residence all work and disruptions shall be outside the 100'top of bluff(Trustee Jurisdiction)setback line for this project. RICHARD& PAMELA HEUS 615 SOUTH DRIVE -MATTITUCK SCTM No. 1000-106-11-22 PROJECT DESCRIPTION: The project includes the construction of first floor additions and garage conversion consisting of 15'11"x 22' 2%" living room addition,7' 10%2"x 22' 6"foyer addition and 2' 3"x 7'3" master bathroom addition. A proposed 7' 10%"x 7' 7"covered front porch will be constructed at residence entrance.A 10'wide non-turf buffer will be installed at the landward side of the existing top of bluff.Two 8' diameter x 5'deep roof drains will be installed, and the existing and proposed roof drainage will be collected.All work will be protected with downstream silt fence during construction to protect against erosion and runoff during site disturbance activities. JAN 1 8 2023 �"u Location of action:615 South Drive Mattituck,NY 11952 Site acreage: 1.82 Present land use: Res Present zoning classification: Res 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:Hues P.&Hues R.Revocable Trust (b) Mailing address:210 South Drive,Mattituck,NY 11952 (c) Telephone number:Area Code (d) Application number,if any: Will the action be directly undertaken,require funding„or approval by a state or federal agency? Yes ❑✓ No❑ If yes,which state or federal agency?NYSDEc C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Poster a pattern of development in the Town of Southold that enhances coae>mmAty 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. 17Yes ❑ No ❑ Not Applicable Project is consistent with neighboring properties. 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 7 Not Applicable No effect Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No❑✓ Not Applicable No effect Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erasion. See LW" Section III—Policies Pages S through 16 for evaluation criteria ❑ Yes ❑ No ❑✓ Not Applicable No effect Attach additional sheets if necessary " Policy S. 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 7 Not Applicable No effect 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. ❑Yea [:]No ✓❑NotAppliceble No effect 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[Z Not Applicable No effect 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 No effect PTIBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye❑ No❑✓ Not Applicable No effect Attach additional sheets if necessary WOREING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes [] No❑✓ Not Applicable No effect ri 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 No effect 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 No effect Attach additional sheets if necessary m 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 No effect PREPARED BY Patanjo TITLE DATE DATE 09/27/22 r SYMBOU LEGEND LOT COVERAGE 0 MONUMENT FND FIRE HYDRANT`I ® GAS METER FE. FENCE LOT AREA 0 I.P. /I.B. FND (0 MANHOLE I@ WATER METER MAS. MASONRY 57,391.49 S.F. = 1.32 AC. av 0 I.P. /I.B. SET F-9 "A"-INLET N GAS VALVE PLAT. PLATFORM nD (�` off t Tp3S5 SPOT ELEVATIONS ® "B"-INLET pd WATER VALVE W.W. WINDOW WELL l� d LDING = 1632.24 BAY VIEW AVENUE �� TRAFFIC SIGNAL POLE �� "E"-INLET •� TEST HOLE B/W BAY WINDOW D EWAY = 8415.95 rO.� UTILITY POLE ® YARD INLET u TREE C E CELLAR ENTRANCE ALKS = 322.60 }- GUY WIRE YARD INLET 0 SHRUB 0/H OVERHANG I O,I rlOrlr� q CK(S) = 612.53 UTILITY POLE W/LIGHT ® CABLE TV BOX, O BOLLARD R/0 ROOF OVER V L LL LIGHT POLE Z A/C UNIT & WETLAND FLAG L.S.A, LANDSCAPED AREA TO 0.2,9AC.32 S.F., o- SIGN ® ELECTRIC METO CANT. CANTILEVER D.C. DEPRESSED CURB 1 % LOT COVERED 8 SOUNtold Tovm Board of T,Fus,ees \ O O. 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CITY NATIONAL BANK ISAOA/ATIMA 2 11/23/2020 REVISED SURVEY KL MJS I inch = 50 ft. 1 11/02/2020 UPDATED SURVEY MC MJS + REV DATE DESCRIPTION BY CHK O N 1 v ro I 1000-10600-1100-022000 SURVEY OF PROPERTY cq���A� MAP OF SCALICE SHORE ACRES �" :;:'•rm rr JOB No.S18-1100 FILE DATE: 01/31/1914 MAP N0. 41 y land surveying DATE SURVEYED: 06/07/2018 SITUATE MATTITUCK, TOWN OF SOUTHOLD 1k SCALE;mjslandsurvey.COm P:631 -957-2400 DR-:MC CREW.:AL SCALE: 1" = 50' SUFFOLK COUNTY, NEW YORK Sr QV (1)UN4UHI ED ALTERATION OR ADDITION TO THIS SUM MAP BEARING A LICENSED LAW SURVEYORS SEAL IS A MO ATION OF SECTION 7209•SUB-DIVISION 2.OF NEW YORK STATE EWGTN N LAW,(�ONLY BDUNRA N SURVEY WPS WRN THE SURVEYOR`S DABOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYORS DPoGR`NL WORK AND OPINION.(3)CERTIFICATIONS ON THIS BOUNDARY SURVEY MW SIGNIFY THAT THE NAP WAS PREPARED P1 A�IINCE WITH THE CURRENT CUSTIIG CODE DF L Q �`' PRACT! FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIOILU.LAND SURVEYORS,INC.THE CERBFICADON IS LIMITED TO PERSONS FOR WHOM THE BOUFIDARr SURVEY 1µp 6 PREPARED,TO THE TTILE CDUPANY.TO THE GOVERNMENTAL ACIINCY.AND TO THE LENDING INSTRURON LISTED ON THIS BOUNDARY SURVEY TMP.(4)THE CFIO7S—ONS HEREIN ME NOT RUNSFERAPIE.(5)THE LarTGu OF UNDERGROUND NPROVDOM OR ENCROACHIII ARE HOT ALWAYS KNOWN AND LA�D S OFTEN MUST BE EMOTED, IF ANY UNDERGP.DUND IUPROVEL1ENTS OR ENCROACHMENTS EXIST OR ARE Si THE IMPRO IIffH S OR ENCROACHMENTS ARE NOT COVERED BY THIS SURA.(8)THE OFFSET(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE MO USE AND THEREFORE ARE NOT INTENDED TO CUIDE THE ERECTION DF iENCES.RETAB8N0 WALLS•POOLS,PATIOS PLANTING ARES,ADOOIDNS TO RESIDENCES,AND ANY OTHER TYPE OF COHSTRUCTKM.m PROPERTY CORNER MONUMENTS WERE NOT SET AS PMT OF THS SURVEY.(B)THM SURVEY WAS PERFORMED WITH A SPECTRA FOCUS 3D ROBOTIC TOTAL STAITON.(0)TIC FXBTEn E OF RIGHTS OF WAY Al EASEMENTS OF RECORD IF AHI,NOT SHOWN ARE NOT OWUWMED.(10)SURVEY IS SUBJECT TO ANY STATE OF FACTS WINCH AN UP-TO-ITE TREE DAUNAAON MAY DISCLOSE Y r . e , 1 ,C w'0.•�4 ,'j a$r '�.r t � was pp"P , t � � V w i r ^a a i ReNsions f No Issue Date i T.._..._..i.._. PWcNel6etback _______—�_ _______ 60VRi DRIVE /I \ w,aaPalsemaxr \ \• �I �. Dr Gravel .1St Fremad•",.: ' \/ MAM1110KCREEK y ,aMDeir' •`\ /r r Parc) ofacb�N \ i / ` I �.�•� ::�\ Cid. t � —.._.._.:--- sea Yem.ls-m ••�.�• \ .\ . \`\\\.+ \ CE8V F Rx are: NOV 21 2022 Southold Town Board of Trustees Peter DePasquale Archttect. 615131 Sita Plan Proposed /► 20 Jay Street,Sulte 006 Mel6tuck,NY. 1300 O A�4.(� Brooklyn,NY 11201 00/1612022 212.634.0364 �� Revisions No Issue Data 65'-101/2- 7 11T 21'-7" 24-2° 1W-61/2"- 01 02 02 0 Key Notes: DI :~&=krdbtY.)SDxA400 02 WftP4eddil*,WadA400 03oor 7- 04 :dff-d Brisling Sidlegf.ted;Sea A600 00 RftlMed ballseffftirourfiddiandrall 07 Rftmoparlo h 6obmWd �-J------ T It Y r 09 Custom MilhvoM Referto M111-1,51ilmdW. ----------- UP 10 Plumbing FlxWre as Scheduled 11 ----- --Deck_-- 11 Appil,no—Seheduled 7- 12 Custom Wood Trim Pmfll,,Palmed 13 Stone countertop 14 Stone with Undennount sink 20 I------------- is Custom Vanity - ------------------ _ - is Gi..Sh—,Pnl,in L 17 Minser 1 20 Existing Exterior windowIt 11 �-T ------------ 11 21 Stone Pavers A 05 F- 105IKlt&en----------- ------ =F107113ed 7i---------------------- ------ FF==n ------------- ----------- OI.` Kitchen T 205 at E!I ----------- MVA05,4"- 1073 sitting L MW105.3- ---------- .......--- --- ---------- ........ Rat OD Pantry C4 4211-- ------------- I F--] -qqlaht F17071FOY. ------------- 1PEA L Ralt !.a, .ij orrldor 4-- --------------- T, ----------- ----------------- ---------- ------------ 7 0 LJ ------------- _C A' .......... i If 1. ----------- =Jj i it i E E I V E 01 2111 I U 4 NOV 2 1 2022 0 A' 2Z-21/2" 19'-51/2" 24'-21/2"- SIDUffiold Town PROOOS RfLqrrf AfT-4— 65-101/2" I Peter DePasquale Architect. 615 South Drive Floor Pan I-Proposed-Ground Floor 20 Jay Street Suite 906 Mattituck.NY. 1/4'=i1/4'=i'-0'. , Brooklyn, 11201 08/01/2022 (D A101 212.634.93114 :11 Massing Study 1 Proposed f« �;5 4� 34&�r �3 Y t r � - w ` i a � � e • , 5 r - �, a i F w x. - s . 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I -0 6u ,Ijyi� - s w -+�`t•- �a r A A .a i �E u4 W•j�' 2Lcl - O '•`a hci r _• c 6 :� u •. -"- m ;:' Wpnccrw'., ., ',• '. ,y.�j ".. - .. µ _. a--._- f'}�e--x-.'f., "µ� 4.,a s 'm oN ec no ,. ,:: 9EE aEc No ua ( - -_. r„- a , y ,:• Iblq .. mr'� II 16 � �,� ,�.'. 6 ,�1i Y.�'•p ,.f t h ,- 1A �.� .. ad i. w.A FihTflr lf1E•. { AUiCN LINE. AA41 e P i 2 E6 4 'C�aNYy -f 4'deA r COUNTY OF SUFFOLK p NOTICE N 'm, Aoi.o lora ; Wn_ III nE Y ______ „� c k 1 F lorry la ti Ice A�enc! W E � -- A 106 -- s Revisions No Issue Date 01 Board of Trustees Submission 01/18/2023 616 South Drive Mattituck, NY Board of Trustees =bubm" fission 01/18/202: Seal and Signature: ED ASC DePq o s�9p� 034585 OF NE`N Peter DePasquale,4rchitect. 615 South Drive20 Jay Jay Street,Suite 906 Mattituck,NY. Brooklyn,NY 11201 0-1/18/2023 tl 212.634.9384 05 Legend and Symbols 02 Project Information 01 Drawing List Revisions Switch R"-M� No Issue Date POROUS FILL/GRAVEL 615 South Drive 01 Board of Trustees Submission 01/18/2023 c Project Address Mattituck, NY 11952 co I I I 111 = - - EARTH/COMPACT FILL {�2 2-Way Switch III I- -III 1 I 11 I-III- Zoning District R-40 in ' SAND/MORTAR/PLASTER -MS Smart Switch Height of Existing Structure 2 Story CO N N Cn L Project Description Single Family Residence o 0 ' ' ' ' ' SOLID SURFACE MATERIAL �D Dimmer Switch . � . . . . +++,+•+,+•+•++ Renovation an Addition N � --- _-_ M L cc zz O STONE -(�C Combo Switch Dwg No. Sheet Title Scale o M Lot Area 57,391.49 SF Lot Dimensions 603.87 x 133.71 A000 Title Sheet N/A REINFORCED CONCRETE -WK Keypad(Note:Lighting control system Building Coverage 1,632.24 SF A001 Drawing List, Project Info, Abbreviations, Symbols _ N/A assumed to be RadioRA) A002 General Notes N/A RIGID INSULATION Duplex Receptacle A003 Existing Condition Photographs N/A A010 Survey 1"=50' • STEEL Quad Receptacle Zoning Information Allowable Proposed Code Reference A050 Site Plan- Existing 1/8"=1'-0" CLOSED CELL SPRAY FOAM INSULATION 1QWP Weatherproof Receptacle A051 Site Plan- Proposed 1/8"-1'-0" • Lot Coverage 20%* 57,391.49 SF = 11,478.3 sf 2,326.24 sf §280 Attachment 3 A100 Existing and Proposed Floor Plans- Basement and Ground 1/8"=1'-0" • BATT INSULATION �;S Switched Receptacle _ A101 Existing and Proposed Floor Plans- Second Floor and Roof 1/8"-1'-0" • WOOD FRAMING/BLOCKING �GFCI GFCI Receptacle Gross Floor Area 5,100 sf + (5% of Lot area in 3,185 sf §280-207 A105 Enlarged Demolition Plan I - Ground Floor 1/4"=1'-0" • excess of 40,000 sf)= 17,391.49 sf - First Floor 1632 sf 2205 sf A110 Enlarged Plan 11- Ground Floor Proposed 1/4"=1'-0" • , , SHIM �DW Dishwasher Receptacle A111 Enlarged Plan IlProposed-Enlarged Roof Plan 1/4"=1'-0" • Second Floor N/A 980 sf, no Change MEMBRANE WATERPROOFING FLOOR OUTLET A200 Existing and Proposed Elevations - West and South 1/8"=1'-0" • <( X ELEVATION/SECTION TV TV Jack Principal Building Zoning Set backs 8201 Existing and Proposed Elevations - East and North 1/8"=1'-0" • Front 50 ft 50 ft §280 Attachment 3 A210 Enlarged Elevations - Proposed 1/4"=1'-0" • +0.00 OS Smoke Detector 0 SOT ELEVATION(ELEVATION/SECTION) A211 Enlarged Elevations - Proposed Side 15 ft 15 ft §280 Attachment 3 1/4"=1'-0" +79'-0" WP WORK POINT 'a SPOT ELEVATION(PLAN) Rear 50 ft 50 ft §280 Attachment 3 Elevation ELEVATION MARKER Level Building Height 35'-0" No Change §280 Attachment 3 No. Room Name ROOM NAME,NUMBER,AREA Area - O DOOR TAG O WINDOW TAG PARTITION TAG - — -_— — 03 Project Team WP WORK POINT/BENCHMARK DESIGNER: ARCHITECT: CONTRACTOR: OWNER: GARNETTE DEPASQUALE PROJECTS PETER DEPASQUALE ARCH,PLLC SCI BUILDERS RICHARD HEUS AND PAMELA HEUS 20 JAY STREET 20 JAY STREET 50 STATION ROAD 615 SOUTH DRIVE n, KEYNOTE SUITE 906 SUITE 906 BUILDING 5,SUITE 4 MATTITUCK,NY 11952 BROOKLYN, NY 11201 BROOKLYN,NY 11201 WATER MILL, NY 11976 EQUIPMENT TAG EXPEDITOR: JEFFREY PATANJO P.O.BOX 582 BOHEMIA, NY 11716 06 Abbreviations 04 Plot Plan Scale:1/32"=l'-O" AFF ABOVE FINISHED FLOOR NTS NOT TO SCALE ADJ ADJUSTABLE OC ON CENTER — _ _ f ALT ALTERNATE OPNG OPENING --__ /� A.V.B. AIR VAPOR BARRIER OH OVERHEAD BLKG BLOCKING OPP HND OPPOSITE HAND Property Line BLDG BUILDING PNL PANEL — BO BOTTOM OF PTD PAINTED — � '� "�--• ,— PrinclpalSetback, 1 � _---�,____ �_— '.•--�.".�"=' ---_ �_. CAB CABINET PLYWD PLYWOOD -- -- - �--- �, Side Yard,15'-0• 05 C.J. CONTROLJOINT PLAM PLASTIC LAMINATE CL CLOSET REO'D REQUIRED I CLG CEILING RO ROUGH OPENING VE i Principal Setback,1 CLR CLEAR SIM SIMILAR \ Front Yard,so-off CMU CONCRETE MASONRY UNIT SPEC SPECIFICATION / i - -_- --- , - _ I j �• i ����' 1 I �I CONC CONCRETE SS STAINLESS STEEL CONT CONTINUOUS STL STEEL / ��� I; Proposed ddition Existing Existing Gravel \ \ ) / �_ 1-Stgry Framed \ / 111 MATTITUCK CREEK DIA DIAMETER THK THICNKNESS Driveway I I / \ / �_ /i Foyer and Den , Principal S9tback, 1 �N DIM DIMENSION TO TOPOF / ��. / I / / Rearvard{50'-Cy''' DWG DRAWING TYP TYPICAL �..� �l \ ti Existing EQUIP EQUIPMENT VIF VERIFY IN FIELD �•. ��.. �_ �� �_. 2-Story ramed \ EQ EQUAL LION UNLESS OTHERWISE NOTED -_=� - i— — 1 Reside e EA EACH WD WOOD ------- �.-�_..---_.. �'�` ��""',.�-- I I ��7 r I I � � —- - .. .. __� �_ Seal and Signature: - ------ - F.O. FACE OF W/ WITH — ��., =___ Principal setbac17— � \ \ \ \ \ FIN FINISH W/O WITHOUTFIL FLOOR Side Yard,15'-0" I— .......... GL GLASS -- -- _ - GWB GYPSUM WALL BOARD - EDA HDWAR HARDWARE �-- �\ DeP HT HEIGHT HOR HORIZONTAL I.D. INSIDE DIAMETER PLOT PLAN BA D ON " MAX MAXIMUM INFORMATION F M SURVEY. MIN MINIMUM SEE DRAWING A01 y NIC NOT IN CONTRACT � `� X34505 4� FN . Peter DePas uale Architect. -xr -- q 615 South Drive Drawing List,Project Info,Abbreviations,Symbols N._ l � is '3 20 Jay Street,Suite 906 Mattituck,NY. - \� ` Brooklyn, NY 11201 01!18/2023 A001 212.634.9384 (+ i 01 General Notes Revisions 1. THE A.I.A GENERAL CONDITIONS(A.I.A.DOC.A201)ARE HEREBY MADE AN ADMINISTRATIVE PART OF 29. WHERE DISCREPANCIES EXIST BETWEEN DRAWINGS AND VARIOUS DISCIPLINES NOTIFY THE ARCHITECT OF DESIGN CRITERIA WOOD ROOF FRAMING No Issue Date THESE DRAWINGS,AS IF HEREIN WRITTEN IN FULL. THESE DISCREPANCIES PRIOR TO CONSTRUCTION.CONSULT ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION IN REGIONS WHERE BASIC WIND SPEEDS EQUAL OR EXCEED 110 MILES PER HOUR ARE ALL WOOD ROOF FRAMING SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AF&PA WFCM 01 Board of Trustees Submission 01/18/2023 WORK IN ANY AREA REQUIRING CLARIFICATION.IN CASE OF CONFLICT IN DOCUMENTS,SPECIFICATIONS OR DESIGNED IN ACCORDANCE WITH THE AMERICAN FOREST AND PAPER ASSOCIATION WOOD FRAME CONST 2001. 2. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL,STATE,AND LOCAL CODES,ORDINANCES,RULES GENERAL REQUIREMENTS,THE MOST STRINGENT IS TO BE REQUIRED. MANUAL FOR ONE AND TWO FAMILY DWELLING WFCM-2001(PERSPECTIVE DESIGN METHOD). AND REGULATIONS INCLUDING THE CODES LISTED BELOW: FRAMING DETAILS 30. EACH LEGEND REFERENCES THE PARTICULAR SHEET IT IS ON AND MAY NOT CORRESPOND TO OTHER SEISMIC PROVISIONS RAFTERS SHALL BE FRAMED TO RIDGE OR EACH OTHER WITH A GUSSET PLATE AS A TIE. DEPTH OF RIDGE, 2020 RESIDENTIAL CODE OF NEW YORK STATE SHEETS.SEE MASTER NOTE LIST IF LEGEND REFERENCE IS NOT FOUND ON SHEET. GLAZING IN THE FOLLOWING AREAS SHALL BE TEMPERED SAFETY GLAZING:GLASS IN SWINGING AND HIP AND VALLEY RAFTERS SHALL NOT BE LESS THAN THE CUT END OF THE ADJACENT RAFTER,AND WIDTH 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE SLIDING DOORS AND FIXED SIDELIGHTS,TUB AND SHOWER ENCLOSURES,ADJACENT TO DOORS WITHIN AS INDICATED ON DRAWINGS.SLOPES OF LESS THAN 3 ON 12 REQUIRE ADDITIONAL MEMBERS FOR 2020 PLUMBING CODE CF NEW YORK STATE 31. THE GENERAL CONTRACTOR IS TO COORDINATE WITH THE OWNER FOR INSTALLATION OF THE OWNER'S 24",AREAS OF GLASS GREATER THAN 9 SQUARE FEET AND LESS THAN 18"TO THE FLOOR. SUPPORT. 2020 MECHANICAL CODE OF NEW YORK STATE ALARM AND TELEPHONE SYSTEMS AND SHALL COOPERATE WITH OWNER'S INDEPENDENT CONTRACTORS. 2020 FUEL GAS CODE OF NEW YORK STATE THE GENERAL CONTRACTOR SHALL PROVIDE ADVANCED NOTICE TO THE OWNER AS TO WHEN TO EMERGENCY ESCAPE AND RESCUE OPENINGS CEILING JOIST AND RAFTER CONNECTIONS SCHEDULE INSTALLATION SO AS NOT TO DELAY COMPLETION OF THE PROJECT. HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY CEILING JOISTS AND RAFTERS SHALL BE NAILED TO EACH OTHER AND NAILED TO THE TOP WALL PLATE. 3. ALL ELECTRIC WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE RESIDENTIAL CODE OF NYS ESCAPE AND RESCUE OPENING MEETING THE FOLLOWING REQUIREMENTS: CEILING JOISTS SHALL BE CONTINUOUS OR SECURELY JOINED WHERE THEY MEET OVER INTERIOR --AND THE APPROVED ELECTRICAL INSPECTOR.THE FINAL UL CERTIFICATE OF APPROVAL MUST BE 32. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OR THE WORK OF THE GENERAL PARTITIONS AND NAILED TO ADJACENT RAFTERS TO PROVIDE A CONTINUOUS TIE ACROSS THE BUILDING PRESENTED TO THE OWNER PRIOR TO FINAL PAYMENT. CONTRACTOR,OWNER OR ANY OTHER SUBCONTRACTORS NOR SHALL HE GUARANTEE THEIR 1. SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR WHEN SUCH A JOISTS ARE PARALLEL TO THE RAFTERS. WHERE CEILING JOISTS ARE NOT PARALLEL TO PERFORMANCE. 2. MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET.(GRADE FLOOR CLEAR OPENING 5.0 SQUARE RAFTERS, RAFTER TIES MUSH BE INSTALLED. RAFTER TIES SHALL BEA MINIMUM OF 2 X 4 NOMINAL (2 X 6 4. THE HVAC SUBCONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE INSTALLATION OF ALL HVAC FEET) MINIMUM IF ACTING AS VAULTED CEILING).IF NO RAFTER TIES ARE TO BE PROVIDED,THE RIDGE FORMED EQUIPMENT AS NOTED ON DRAWINGS.ALL WORK SHALL BE IN COMPLIANCE WITH NATIONAL 33. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY CHANGES TO THIS PROJECT MADE BY OWNER, 3. MINIMUM OPENING HEIGHT SHALL BE 24 INCHES. BY THESE RAFTERS MUST BE SUPPORTED BY A WALL OR STRUCTURAL RIDE BEAM.LOCATION AND ELECTRICAL CODE(NEC), NATIONAL ELECTRICAL MANUFACTURING ASSOCIATION(NEMA), NATIONAL GENERAL CONTRACTOR OR ANY SUBCONTRACTOR OR MATERIAL SUPPLIER UNLESS PROPERLY 4. MINIMUM OPENING WIDTH SHALL BE 20 INCHES. ATTACHMENT OF ALL CONNECTIONS SHALL BE DESIGNED AND INSTALLED AS PER AF&PA WFCM 2001. PLUMBING CODE,AMERICAN SOCIETY OF MECHANICAL ENGINEERS(ASME)AND AMERICAN SOCIETY OF AUTHORIZED,IN WRITING,BY THE ARCHITECT. 5. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE WITHOUT HEATING, REFRIGERATING AND AIR CONDITIONING ENGINEERS(ASHRAE)SPECIFICATIONS, INCLUDING THE USE OF KEYS OR TOOLS. ALL EQUIPMENT,FIXTURES, MATERIALS,ETC. REQUIRED BY STATE AND LOCAL CODES. 34. THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES OR FOR SAFETY STAIRWAY WIDTH 5. ALL PLUMBING WORK SHALL CONFORM WITH INTERNATIONAL PLUMBING CODE REQUIREMENTS AND PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK SINCE THESE ARE SOLELY THE GENERAL STAIRWAYS SHALL NOT BE LESS THAN 36"CLEAR AT ALL POINTS ABOVE THE HANDRAIL HEIGHT. ALL OTHER LOCAL CODES,ORDINANCES AND AGENCIES HAVING JURISDICTION AND TO THE CONTRACTOR'S RESPONSIBILITY UNDER THE CONTRACT FOR CONSTRUCTION. THE ARCHITECT SHALL NOT HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON EITHER SIDE OF THE STAIRWAY. STANDARDS OF THE LOCAL COUNTIES HEALTH DEPARTMENT. BE RESPONSIBLE FOR THE GENERAL CONTRACTOR'S SCHEDULES OR FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR STAIRWAY TREADS AND RISERS 6. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE.THESE DRAWINGS ARE NOT TO BE SCALED. CHARGE OF ACTS OR OMISSIONS OF THE GENERAL CONTRACTOR,SUBCONTRACTORS OR THEIR AGENTS MAXIMUM RISER HEIGHT SHALL BE 8 Y4 INCHES AND THE MINIMUM TREAD DEPTH SHALL BE 9 INCHES. OR EMPLOYEES,OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. 7. LARGER SCALE DETAILS SHALL HAVE PRECENDENCE OVER SMALLER SCALE DRAWINGS. IT IS THE STAIR HANDRAILS INTENTION OFTHE DRAWINGSTO PROVIDE FOR A COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS 35. ANY DAMAGE TO ANY EXISTING PAVEMENTS(INCLUDING PUBLIC STREETS)OR STRUCTURES TO REMAIN HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS. WILL BE ALLOWED FOR MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK,AS INDICATED. MUST BE REPAIRED TO THEIR ORIGINAL CONDITION OR REPLACED BY THE GENERAL CONTRACTOR AT NO HANDRAILS SHALL BE MOUNTED BETWEEN 34 AND 38 INCHES ABOVE STAIR TREAD NOSINGS. EXTRA COST TO THE OWNER 8. THE CONTRACTOR SHALL INVESTIGATE THE SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING GUARDS REQUIRED CONDITIONS PRIOR TO THE START OF ANY CONSTRUCTION.ALL EXISTING CONDITIONS AND 36. MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES,LIGHTING COURSING,DIMENSIONS, PORCHES,BALCONIES AND RAISED FLOOR SURFACES LOCATED MORE THAN 30 INCHES ABOVE FLOOR OR DIMENSIONS SHALL BE VERIFIED. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE HEIGHT,ALIGNMENT,ETC.MOVE AND RELOCATE ANY PARTITIONS,WIRING,PLUMBING,AND DUCTWORK GRADE SHALL HAVE GUARDS NOT LESS THAN 36 INCHES HIGH. SUPPORT RAILS FOR GUARDS SHALL BE ARCHITECT PRIOR TO COMMENCING WITH THE WORK. THAT MAY BE CONCEALED IN WALL OR CEILINGS BEING REVISED,TO PROVIDE A COMPLETE JOB IN ALL SPACED AT A MAXIMUM OF 4"APART. RESPECTS. 9. CONTRACTOR SHALL VERIFY ALL DIMENSIONS&CONDITIONS ON THE JOB AND THE ARCHITECTS OFFICE SMOKE ALARMS MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THE 37. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW AND EXISTING AREAS. HARD WIRED, INTERCONNECTED SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE DRAWINGS.PROVIDED DIMENSIONS ARE SUBJECT TO ACTUAL FIELD CONDITIONS AND NO CREDITS OR INSTALL AND REMOVE(AFTER COMPLETION)ALLTEMPORARY SUPPORTS,HEADERS AND DUST SCREENS TO OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS,AND ON EACH EXTRAS WILL BE ALLOWED FOR DISCREPANCIES UP TO 2'-0"IN ANY MEASUREMENT. ADEQUATELY SUSTAIN ALL LOADS AND PROTECT EXISTING WORK FROM DAMAGES OF ANY KIND, ADDITIONAL HABITABLE STORY OFTHE DWELLING PER UL 217AND NFPA 72. INCLUDING DUST. 10. CONTRACTOR SHALLARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE CARBON MONOXIDE ALARMS OCCUPANCY CERTIFICATE. 38. FLASH,CAULK AND SEAL ALL JUNCTIONS OF THE NEW AND EXISTING WALLS AND PENETRATIONS,TO FORM CARBON MONOXIDE ALARMS SHALL BE INSTALLED: A WATER TIGHT ASSEMBLY.ALL FLASHING TO BE 16 OUNCE AND EXTEND AT LEAST 8"ABOVE INTERSECTING 1. WITHIN EACH DWELLING UNIT ON ANY STORY HAVING A SLEEPING AREA 11. THE WORK SHALL INCLUDE ALL MATERIAL AND LABOR NECESSARY TO COMPLETE CONSTRUCTION AS SURFACES UNLESS OTHERWISE NOTED. 2. ON ANY STORY OF A DWELLING UNIT WHERE FUEL-FIRED APPLIANCES AND EQUIPMENT,SOLID-FUEL SHOWN ON THE DRAWINGS.ALL CONTRACTORS AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR BURNING APPLIANCES AND EQUIPMENT,FIREPLACES OR ATTACHED GARAGES ARE LOCATED. PROPER PERFORMANCE OFTHEIR WORK,COORDINATION WITH OTHER TRADES,METHODS,SAFETY AND 39. PROVIDE SMOKE AND HEAT DETECTORS AS REQUIRED BY CODE.COORDINATE INSTALLATION LOCATIONS PROVIDE ADDITIONAL ALARMS AS REQUIRED TO ENSURE ALL SLEEPING AREAS ARE WITHIN 15'OF A CO SECURITY ON THE JOB SITE.THE ARCHITECT AND HIS AGENTS ARE NOT RESPONSIBLE OR LIABLE FOR WITH ARCHITECT. DETECTOR. ALL ALARMS SHALL BE INTERCONNECTED TO ACTIVATE ALL ALARMS WHEN ONE IS ACTIVATED, THE ABOVE AND SHALL BE HELD HARMLESS AND INDEMNIFIED BY ALLTHE CONTRACTORS FROM ANY AND SHALL BE PROVIDED WITH BATTERY BACK-UP TO COMPLY WITH UL 2034. CLAIMS, LOSSES,SUITS OR LEGAL ACTIONS ARISING FROM THE PERFORMANCE OF WORK ON THIS 40. ALL WORK SHALL BE ACCURATELY FRAMED PLUMB,LEVEL AND TRUE,WELL SPIKED AND NAILED AND PROJECT. ANCHORED TOGETHER TO FORM A RIGID STRUCTURE AND TO INSURE EVEN SETTLEMENT AND SHRINKAGE FLAME SPREAD FOR WALL AND CEILING FINISHES THROUGHOUT. WALL AND CEILING FINISHES SHALL HAVE A FLAMED-SPREAD CLASSIFICATION OF NOT GREATER THAN 12. ALL CONTRACTORS AND SUBCONTRACTORS SHALL CARRY GENERAL LIABILITY AND WORKER'S 200. COMPENSATION INSURANCE AS REQUIRED BY NEW YORK STATE 41. ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND/OR INSTRUCTIONS. INSULATION 13. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DEMOLITION,EXCAVATION,CARTING,REFUSE INSULATION MATERIAL,INCLUDING FACINGS,SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE AND THE LEGAL DISPOSAL OF SAME AS REQUIRED TO ALLOW FOR NEW CONSTRUCTION AND REMOVAL 42. RESECURE AND PROPERLY SUPPORT ALL EXISTING FRAMING AND ALL OTHER CONSTRUCTION THAT MAY MEMBRANES INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES,ROOF-CEILING ASSEMBLIES,WALL OF ALL DEI3RIS FROM THE SITE. BE AFFECTED BY NEW CONSTRUCTION ASSEMBLIES,CRAWL SPACES AND ATTICS SHALL HAVE A FLAME-SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH 14. DISPOSE OF ALL(IF ANY)HAZARDOUS MATERIAL OR ASBESTOS IN AN APPROVED MANNER AS REQUIRED 43. PRIOR TO ORDERING WINDOWS,CONTRACTOR TO VERIFY ALL DOOR/WINDOW OPENINGS. ASTM E84. BY FEDERAL,STATE AND LOCAL AGENCIES. 44. CONTRACTORS SHALL GUARANTEE FOR A PERIOD OF ONE(1)YEAR FROM THE DATE OF FINAL COMPLETION, PROTECTION AGAINST DECAY_ 15. ALL EXTERIOR GLAZING SHALL BE DOUBLE GLAZED AND COMPLY WITH NEW YORK STATE ENERGY CODE AND ACCEPTANCE BY THE OWNER,ALL WORK PERFORMED UNDER THEIR RESPECTIVE CONTRACTS. AREAS SUBJECT TO DECAY DAMAGE REQUIRE THE USE OF AN APPROVED SPECIES AND GRADE OF LUMBER, REQUIREMENTS. PRESSURE PRESERVATIVELY TREATED IN ACCORDANCE WITH AWPA UI.THESE AREAS INCLUDE ALL WOOD 45. CONTRACTORS AT TIME OF COMPLETION OF WORK,WHERE APPLICABLE OBTAIN FIRE UNDERWRITERS SILLS OR PLATES THAT REST ON THE CONCRETE,SILLS AND SLEEPERS ON A CONCRETE SLAB, ENDS OF 16. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK CERTIFICATE FOR ELECTRICAL WORK AND BUILDING DEPARTMENT ACCEPTANCE AS MAY BE REQUIRED BY WOOD GIRDERS ENTERING EXTERIOR FOUNDATION WALLS. ALL WOOD IN CONTACT WITH THE GROUND DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE,COLLAPSE, DISTORTION AND MISALIGNMENT THEIR RESPECTIVE TRADES. SHALL BE PRESSURE TREATED. ACCORDING TO APPLICABLE CODES,STANDARDS AND GOOD PRACTICE. 46. CONTRACTOR TO EXPEDITE THE WORK AND ESTABLISH WITH THE OWNER A COMPLETION DATE. COLUMN PROTECTION 17. CONTRACTOR SHALL PROVIDE FOR ALL PROPER BRACING,SHEETPILING,SHORING,DEWATERING,ETC, WOOD COLUMNS IN CONTACT WITH OR EMBEDDED IN CONCRETE SHALL BE PRESSURE TREATED.STEEL AND THE PROTECTION AND SUPPORT OF THE EXISTING AND ADJACENT STRUCTURES AND TREES THAT 47. ALL WORK LISTED ON THE CONSTRUCTION NOTE SHEETS AND SHOWN OR IMPLIED ON ALL DRAWINGS COLUMNS'SURFACES SHALL BE PAINTED WITH A SHOP COAT OF RUST-INHIBITIVE PAINT. ARE TO REMAIN,PROVIDE FOR ALL UNDERPINNING AS REQUIRED DUE TO FIELD AND PROJECT SHALL BE SUPPLIED BY THE CONTRACTOR WHOSE BUILDING TRADE STATUS STANDARDLY REQUIRES CONDITIONS. SAME. COLUMN STRUCTURAL REQUIREMENTS COLUMNS SHALL BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT AT THE BOTTOM END. WOOD " 18. NOTIFY ALL CORPORATIONS,ADJACENT PROPERTY OWNERS,UTILITY COMPANIES,AND/OR LOCAL 48. THE OWNER WILL PAY FOR ALL ELECTRICAL CURRENT FOR TEMPORARY LIGHTING AND POWER.THE COLUMNS SHALL NOT BE LESS THAN 4"X4"AND STEEL COLUMNS SHALL NOT BE LESS THAN 3" AUTHORITIES OWNING CONDUIT,WIRES, PIPES,OR OTHER UTILITIES RUNNING TO OR ON THE PROPERTY CONTRACTOR SHALL FURNISH ALL TEMPORARY LIGHTS COMPLETE WITH ALL WIRING,LAMPS,AND SIMILAR STANDARD PIPE OR EQUAL. OR IN THE AREAS AFFECTED BY THIS CONSTRUCTION AND/OR OTHERWISE REQUIRED BY THE TOWN OR EQUIPMENT AS REQUIRED FOR COMPLETION OF WORK. LOCAL AGENCIES HAVING JURISDICTION.CAP ALL ABANDONED UTILITY LINES IN ACCORDANCE WITH CRAWL SPACE ACCESS THE INSTRUCTIONS FROM UTILITY COMPANIES OR LOCAL AUTHORITIES HAVING JURISDICTION. 49. THE CONTRACTOR SHALL INSTALL JOB TELEPHONE AND WIFI INTERNET AT THE JOB SITE AT HIS OWN ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A MIN OF 18"X 24".OPENINGS THROUGH A PERIMETER EXPENSE. WALL SHALL BEA MIN OF 16"X24".WHEN ANY PORTION OF THE THROUGH WALL ACCESS IS BELOW GRADE, 19. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ANY ANY AREAWAY OF NOT LESS THAN 16"X 24"SHALL BE PROVIDED.THE BOTTOM OF THE AREAWAY SHALL BE EXISTING DRYWELLS,CESSPOOLS,SEPTIC TANKS,AND UTILITIES,UNDERGROUND PIPING OR 50. ALL FINISH SURFACE PRODUCTS AND MATERIAL SPECIFICATIONS ARE TO BE VERIFIED WITH THE ARCHITECT BELOW THE THRESHOLD OF THE ACCESS OPENING.THROUGH WALLACCESS OPENINGS SHALL NOT BE STRUCTURES THAT MAY INTERFERE WITH NEW WORK OR DEMOLITION AND TO PROTECT SAME FROM VIA SAMPLES AND MOCK-UPS PRIOR TO ORDERING. LOCATED UNDER A DOOR TO THE RESIDENCE. ANY DAMAGE.THE REPAIR OF ANY DAMAGE DUE TO NEW CONSTRUCTION OR DEMOLITIONS IS THE RESPONS1131LITY OF THE CONTRACTOR. 51. THE CONTRACTOR SHALL SUBMIT ACCURATE SHOP DRAWINGS IN ELECTRONIC PDF FORMAT OF THE WOOD FLOOR FRAMING-DESIGN AND CONSTRUCTION-NYC CHAPTER 23 FOLLOWING PORTIONS OF WORK TO THE ARCHITECT FOR APPROVAL INCLUDING ALL ASSOCIATED ALL LOAD-BEARING FLOORS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AF&PA 20. THE INSTALLATION OF ALL MATERIAL AND PRODUCT SHALL MEET ALL LOCAL FIRE DEPARTMENTS WARRANTIES,ACCESSORIES AND PRODUCT DATA: WFCM 2001. REQUIREMENTS AND REGULATIONS,PROOF OF WHICH SHALL BE FURNISHED TO THE FIRE MARSHALL a. WINDOWS PRIOR TO THE INSTALLATION OF SUCH MATERIALS AND PRODUCTS. b. DOORS BRIDGING c. CABINETS AND ARCHITECTURAL WOOD WORK JOISTS EXCEEDING A NORMAL 2 X 12 SHALL BE SUPPORTED LATERALLY BY SOLID BLOCKING,DIAGONAL 21. CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA FREE FROM ACCUMULATION OF ALL WASTE d. STONE BRIDGING(WOOD OR METAL),OR A CONTINUOUS 1"X3"STRIP NAILED ACROSS THE BOTTOM OF JOISTS NOT MATERIALS OR RUBBISH CAUSED BY OPERATIONS.AT COMPLETION,THE ENTIRE PREMISES,INSIDE AND e. ARCHITECTURAL METALS AND GLASS EXCEEDING 8'-0"OC. OUT,SHALL BE CLEANED OF ALL DEBRIS AND EXCESS MATERIALS,TO THE SATISFACTION OF THE f. CONCRETE AND REBAR OWNER,INCLUDING LABELS AND PROTECTIVE COATINGS ON ALL MATERIALS. g. POOLAND SPA DRILLING AND NOTCHING h. PHOTOVOLTAICS NOTCHES IN SOLID JOISTS AND BEAMS SHALL NOT EXCEED 1/6 MEMBER DEPTH,SHALL NOT BE LONGER 22. REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF LIENS,SIGNED BY ALL 1. LIGHTING CONTROL SYSTEM THAN 1/3 OF MEMBER DEPTH,AND SHALL NOT BE LOCATED IN THE MIDDLE 1/3 OF THE SPAN. NOTCHES AT SUB-CONTRACTORS AND MATERIAL SUPPLIERS,IN ADDITION TO THE GENERAL CONTRACTOR. j. HVAC THE ENDS OF THE MEMBER SHALL NOT EXCEED Y4 THE MEMBER DEPTH.THE DIAMETER OF HOLES BORED k. GEOTHERMAL INTO MEMBER SHALL NOT EXCEED 1/3 OF MEMBER DEPTH,SHALL NOT BE CLOSER THAN 2"TO TOP OR 23. PERMIT FEES FOR ANY AND ALL GOVERNING AGENCIES ARE THE OWNER'S RESPONSIBILITY. THE I. WATERPROOFING BOTTOM OF MEMBER,OR TO ANY OTHER HOLE IN THE MEMBER. ARCHITECTS TAKE NO RESPONSIBILITY FOR DELAYS OF GOVERNMENT AGENCIES. m. PLUMBING n. OPERABLE ROOF HATCH WOOD WALL FRAMING 24. CONTRACTOR SHALL MAKE NO SUBSTITUTIONS OR DEVIATIONS FROM THESE CONSTRUCTION o. ELECTRICAL INCLUDING A.V.,SECURITY,TEL/DATA,AND BUILDING MANAGEMENT SYSTEM ALL WOOD WALL FRAMING SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AF&PA WFCM DRAWINGS WITHOUT SPECIFIC APPROVAL FROM THE ARCHITECTS PRIOR TO START OF WORK.ANY 2001. CHANGES MADE BY THE CONTRACTOR(STRUCTURAL MEMBERS,WINDOW CHANGES, ETC)RESULTING IN 52. THE CONTRACTOR SHALL SUBMIT CUT AND SPECIFICATIONS SHEETS AND SCHEDULES OF THE FOLLOWING CODE VIOLATIONS OR CAUSING THE FAILURE OF ANY BUILDING DEPARTMENT INSPECTION WILL RESULT ITEMS TO THE ARCHITECT FOR APPROVAL: STUD SIZE AND SPACING IN THE CONTRACTOR REPLACING THE COMPLETED NON-COMPLIANT WORK TO MEETTHE REQUIRED a. PLUMBING FIXTURES AND FITTINGS ALL STUDS SUPPORTING 1 FLOOR AND A ROOF TO BE 2 X 4 STUDS 16"OC.ALL STUDS SUPPORTING 2 SPECIFICATIONS AT CONTRACTOR'S COST.ARCHITECTS WILL NOT BE RESPONSIBLE FOR CONTRACTOR b. ELECTRICAL OUTLETS,SWITCHES,AND CONTROLS FLOORS AND A ROOF TO BE 2 X 6 STUDS 16"OC. DEVIATIONS FROM THE APPROVED PLANS. c. HVAC EQUIPMENT AND CONTROLS d. EXTERIOR WINDOW AND DOOR HARDWARE TOP PLATE 25. DETAILS SHOWN ARE INTENDED TO DESCRIBE SCOPE AND PROFILE.WHERE DETAILS HAVE NOT BEEN e. ELECTRICAL EQUIPMENT WOOD STUD WALLS SHALL BE CAPPED WITH A DOUBLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING PROVIDED,THE WORK IS TO BE SIMILAR IN CHARACTER TO THOSE AREAS DETAILED.WHERE SPECIFIC f. ANCHORING DEVICES AT CORNERS AND INTERSECTIONS WITH BEARING PARTITIONS. END JOINTS SHALL BE OFFSET AT LEAST DIMENSIONS,DETAILS,OR DESIGN INTENT CANNOT BE DETERMINED,CONSULT ARCHITECT PRIOR TO g. MORTAR AND GROUT 24"TOP PLATE TO HAVE WIDTH EQUAL TO STUD WIDTH. PROCEEDING WITH THE WORK. h. PEDESTAL SYSTEMS I. ROOFING SYSTEMS DRILLING AND NOTCHING-STUDS 26. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A CURRENT WORK SCHEDULE ATTHE JOB SITE ANY EXTERIOR OR BEARING STUD MAY NOT BE CUT OR NOTCHED TO A DEPTH GREATER THAN 25%OF ITS 53. THE CONTRACTOR SHALL SUBMIT SAMPLES OFTHE FOLLOWING ITEMS TO THE ARCHITECT FOR APPROVAL: WIDTH.(NON-BEARING STUDS 40%WIDTH MAX).ANY STUD MAYBE BORED OR DRILLED PROVIDING THE Seal and Signature: 27. UNLESS SUPERCEDED BY A SEPARATE CONSTRUCTION ADMINISTRATION AGREEMENT BETWEEN THE a. PLUMBING FIXTURES AND FITTINGS DIAMETER IS NO GREATER THAN 40%OF STUD WIDTH,AND THE EDGE IS NO CLOSE THAN 5/8"TO THE OWNER AND THE ARCHITECT,THE INFORMATION SHOWN ON THESE DRAWINGS CONSTITUTES THE b. GLASS,EACH TYPE EDGE OFTHE STUD,AND IS NOT LOCATED IN THE SECTION AS A CUT OR NOTCH. EXTENT OF ARCHITECTURAL SERVICES RENDERED TO THE CLIENT.THE ARCHITECT HAS NO FURTHER c. STONE,EACH TYPE AND RANGE CONTRACTUAL OBLIGATION TO THE CLIENT BEYOND PREPARATION OF THE CONSTRUCTION DRAWINGS d. WOOD,EACH TYPE AND RANGE DRILLING AND NOTCHING-TOP PLATE REQUIRED TO OBTAIN A BUILDING PERMIT IN ACCORDANCE WITH ALL APPLIANCE CODES.IN ALL CASES, e. SHADE MATERIAL,EACH TYPE WHEN CUTTING OR NOTCHING OF THE PLATE BY MORE THAN 50%OF ITS WIDTH IS REQUIRED PROVIDE A ,�fGpIE�ARc THE ARCHITECT DISCLAIMS ANY AND ALL RESPONSIBILITY IF THE BUILDING IS CONSTRUCTED WITH GALVANIZED METALTIE OF NOT LESS THAN 0.054"THICK X 1 A"WIDE FASTENED ACROSS AND TO THE TOP 15 S. Depq DIMENSIONS,SIZES OR MATERIALS THAT DEVIATE FROM THESE DRAWINGS PLATE AT EACH SIDE OF THE OPENING WITH(4)16d NAILS EACH SIDE MIN. SQ 28. THE WORK IN THESE DRAWINGS IS INTENDED TO SHOW SCOPE OF PENETRATIONS,SLAB AND WALL FIREBLOCKING REQUIRED OPENINGS REQUIRED TO ACCOMMODATE MECHANICAL, ELECTRICAL,AND PLUMBING TRADES. FIREBLOCKING SHALL BE PROVIDED TO CUT OFFALL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND HOWEVER,THE CONTRACTOR SHALL COORDINATE ALL PENETRATIONS,SLAB AND WALL OPENINGS HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEEN ATOP STORY REQUIRED BY THESE TRADES BEFORE PROCEEDING WITH THE WORK. AND THE ROOF SPACE. s�9Tt� 034505 �OQ� OF NE`M V Peter DSteet Sue Architect. 615 South Drive General Notes _- 20 y Mattituck,NY. 1, Brooklyn, NY 11201 r .��5, /) A002 y . 212.634.9384 01/18/2023 I 05 View of Existing Residence from Rear Yard 01 View of Existing Residence from Driveway Revisions No Issue Date 01 Board of Trustees Submission 01/18/2023 Mn ............. 04 View of Existing Residence from Side Yard 05 Vie'vv of Front Yard from Driveway 01 Key Plan 64W 03 Seal and Signature: Na RIX rUA -lei F-u AR _U W. ''j 1 3458 k�OFN ---------- --------- F f% Ir I t P Peter DePasquale Architect. 615 South Drive Existing Condition Photographs 20 Jay Street,Suite 906 Mattituck,NY. - Brooklyn, NY 1120"1 01/18/2023 A003 212.634.9384 Revisions No Issue Date 01 Board of Trustees Submission 01/18/2023 Drawing List: SYMBOL LEGEND LOT COVERAGE * MON!IMENI I NID y b FIRE H`rllr;ANT El GAS MLILR FE. 'ENCE LOT AREA * I.P. I.E. FND MAW,`E EqJ WATER METER MAS. MASONRY 57,391.49 S.F. = 1.32 AC. I.P_ J LB. SET -A"-:NLET GAS VALVE PLAT, PLAIFORY SPOT ELEVAT:DNS 172. 'B".-INLET WATER VALVE A,W. WIND(DW IN'ELL BUILDING = 1632.24 BAY VIEW AVENUE' 1--2TRAFFIC, Wilk P01 E E] "E"-NLET TEST HOLE B/IW BAY WINDOW DRIVEWAY 8415.95 UTILITY POLE Ej YARD INLET TIRLE C//E CELLAR ENTRANCE WALKS = 322.60 >— G_Y WIRE YARD INLET SHRUB O/H OVERHANG DECK(S) = 612.53 c>^'" =O U IILI TY POLL W/LIGHTCABLE IV BOX 0 BOLI A'I) 2 F/0 ROOF OVI'R LIGHT POLE Z A/C UNIT A WETLAND FLAG L.S.A. LANDSCAPED AREA TOTAL = 10,983.32 S.F., o SIGNIn ELECTRIC M'_TER CANT. CANTLEVER U.0 DEPRESSED CURB 0.25 AC. 19% LOT COVERED 37 S86'4 30"E FAf WT TAX LOT 2f 411�' SET NAIL T + + IN BULKHEAD "')C' "T'OF BLUFF ,E TRACK% FEN 593.23i' Tro al 3 FEN MON FE, NL) DW n0)'' 4 ST,,^KArl­ 05' P41l, - A7 -, % DR111L 'It ARLA TOP % + 4, 1.1-1 WELL �, 7e— 41 bi -7 �T RI 41 �7— ON N -1 STO (5\ 2 .41 1 ALL T,+1 i A, GIAE HAR"F .0 DEL' .2' A GFL-32., 0 4" 'tor '9 "P, I < 1.ATE 13. .41 0� O�' I LIRA,% -'Ar I I �,.11 - 14, AREA 0� VA-r ZOT 22 A -ge IT RA 2 Yb; 'A V.,..... _,lVRV 15.2 5 F2.4' P s 78 �AT pEAK.51.52 N88 00 rip z A\ 'Pp A o ow$ C TA.r Lop 23 rANY "07 A A� -T TAX ZCT "C"), TO 24 S'-pRAO('HWFF I f' v, .K )mt—a'yI 608 87* i4l ITT AC VFN. pas FEN 1.4" MOIN FYdC 4p GRAPHIC SCALE FLOOD ZONE 50 0 25 50 ZONE X ALL ELEVATIONS REFER TO NAVD88' DATUM LOT AREA GUARANTEED TO: 01 0 2023 AcoEf) F- OF S E T JTS TR RICHARD HEUS AND PAMELA HEUS 4 03/30/2022 R1\ASE"D SURVEY JH JH 57,391.49 S.F. FIDELITY NATIONAL TITLE INSURANCE COMPANY 7 SET NAILA D E)ITjONAL INP70. ADDED JH JL IN FEET 1.32 AC. CITY NATIONAL BANK ISAOA/ATIMA 11/2,5/2020; PFVISFD SURVFY KL mis I inch = 50 ft. 1 11.10212020 UPDATED SURVEY Mc Ins REV _Aft - DIF ....................... ...............­­__BY ­­CHK .. -­... F) --s., trTION OF NEWI_ SUFFOLK TAX MAP NO. SURVEY OF PROPERTY N" S C L J. 1000-10600-1100-022000 LOT B L) 1�,� � k1 . S MAP OF CALICE JOB No.S18-1100 SHORE ACRES A FILE DATE: 01/31/1914 MAP NO. 41 la n d surveying DATE SURVEYED: 06/07/2018 SITUATE MATTITUCK, TOWN OF SOUTHOLD ot050 mjslandsurvey.com P:631 —957-2400 DR.:MC CREW.,AL SCALE: 1" = 50' SUFFOLK COUNTY, NEW YORK VETO KTUATrN OPVITIO,"THIS supwY N_1AAA.NO A UCENSCE I ,SURAIDII'$UAL A 1K)LATIOlY 4'SKIQ.720%SIS-DIVI50N 2.,01 NEW YORK VAT--EDUCATION­ (2)ONLY RMNOARY NUNYEY NIAPS WITH THE S�Y­YOP'S tWlEk,S,,I,SCA:AIt 4;N NF TRI,L. b 10­�l�X,.S 0 nEC WOl,K A41)QPTNIIN,(31 C:NTFXADL14S ON THIS EOQNOAR1 SUNvEY MAP 6­�THAT THE NAP WAS PREIPAACD IN AU�OAWIE WITH D CRRCHT EAl',VING OT LAND ?NO SIIIA��AMPTEE,31 THE I"IENK A550r:ATIEN OF PRO'ESS-HAT.I-AND SI.:1,MRs.1,C THE,"EPT1FI,'MN.S TWIEV TO PER",Fv .<m w"N� ANNE,"PKIN.L0,TO THE ME 00.1ml,To"'t AND TO THE LENI)Mz ST1119KIN L2 TED ON THIS HCRJH()­SI L' NAP I)T,,[ Hl.rH ARF NC'TRAN'IESaN,f (;)THE LOCATION Dr VW,'FRGR:1I N1 MPRCNEMt�,OR etjrPeAG­INTS ARE NOT ALWAYS KNJWTY AND Ir my IINT`1�1111AII,l Qp E�r,'ON ARE$riO.., OR Apr-nT co,,AE,,E,, s,._-(6)TI"Ori_�rr(ol,U.E.Nw,S)S.oAN'Elf"fK.1l,C STRCT,I�IS L,N7,ART `CP AEKEEIC PURPOSE AND UEEAM'l TIILNEFTr`TIE AN[NOT INrENtlED10 GV,E THE DEC ON Of'LACES.I'llAINING WAUS,POOLS,PATIOS PLANING AaVA3.AEDFIONS TO KSIUNCES,AND.1 OTI,fl TYPE OF (7)T`N�P(,�.CIRNETE AONUkff��-S WENY W' AS PAR-OF THIS SlJP,11Y (a)THIF suR�Was PFKI)­.v*14 A 91FOTRA 0_uS 3�NCB,)Tr�To'k.STA�N 0)THE E<ISTENCE W P:,'-'S"I W11 AND/1,R EAST�t'­S Or RE'INI il ANY, IS ,y sw; r'ACl-C-d AN 10 MT'-E A'0 LOCI, Sea[and Signature: kED AOC, S. Depq, Or 3451216 0 NES Peter DePasquale Architect. 615 South Drive Survey 20 Jay Street,Sufte 906 Mattituck,NY. - 1_71 113), 1 Brooklyn, NY 1120-1 i:� 01/18/2023 �iDA010 212.634.9384 J 01 Existing Site Plan Revisions 1/8"= No Issue Date 01 Board of Trustees Submission 01/18/2023 -—------------------ -- -- - - -- ---- ------------ --- ----_—___-_----__--____ ------___ --- --------------- - _ .. — __-------- Principal Setback, ------------- _____ _____ ____---------------___ ---------------- - -- — — — — — Side Yard, 15'-0" 0 ---------------------- ------_____ _ -------------- -------- \ 1 Story Fr me Garage I L� --- .�` CN LO I _ i I I � Gravel Driveway i r I � LO I \ I I Deck I cfl ") ; 2 Story Fra e Residence - ----� UP , ��.'_•---� e'.°, a , �ii iii ��Ilf � I � \ Setback, Principal p Side Yard 151-0,, I - ---•-► ___ 28'-0"-- '----_•,�_ '_-_ �, � �� Seal and Signature: kED ARC S. DePgs,Q 1, s�9TF 034505 OF NES I r Peter DePasquale Architect. 615 South Drive Site Plan:Existing 20 Jay Street,Suite 906 Mattituck,NY. 1/8" '=1-0" A050 Brooklyn,NY 11201 01/18/2023 212.634.9384 01 Proposed Site Plan Revisions 1/8"=1'-0" No Issue Date 01 Board of Trustees Submission 01/18/2023 / ^` -- -'---------- -- -- - -- - -.-Jr. T �- �., ��. �.:�Z .,., __�•, .. .. .. '--_-___ ----------- ----------- '-- ---v-- --w- --- _.. _. --------- Principal Setback, `` --'`-——\ =Pronosed 8' Dia. x 5' Dee -R fi----- --- --�,---W-_� _,. �` -------------------------_----------___ --' Yard 15'-0" P-_Pp oa Drain-- - --- ---_- ---------- Side— ' -------------------- V __---_ ----------- 1' 10 M\ r I it Roof Proposed Pro p ��I J I � ♦ I �\ �J Drain Leaders I I W W W W — r I r= Below Grade, 6" Diameter, Typ. I I I I'r W W ooW Exik3ting to Remain .gyp I ;t I I W W W W �,�I---Top of Bluff, /* JI See Survey - W r ROPOSED ADDITION _ Gravel Driveway I 1 ry Frame Residence I, roposed 10 wide ! I ��;� Non-Turf Buffer 10 Existing Deck Along Top of Bttaff d• it I � W W W � W • O I I I I / I W W (W / I EXISTING TRUCTURE 1 W W W I I 2 Story Fra a Residence I I UP— Proposed Roof _� ! ; I I W W II Drain Leaders W I \\ -•--'--• I I i i w d Principal Setback •—"—"---• I Side Yard, — I Below Grade I i \ I �' W W Ilk `\ _Orr --- —_.• I 6" Diameter,Typ. i \ W W W '\ \`\ 11 2. _ -3rr I � lr-6„ 28'-0" , „ '-�....,, Proposed 8' Dia. x 5' Deep Roof Drain 11-6.1 .. •• I W W W VI • .._ . IW W W WI Seal and Signature: E°ARS, J, DeAq& �. �H �r 034565 FN Peter DePas uale��rchitect. — - - - -------- - -- ----- -- -- ----- --- -- ------------------------------------ --- I •� - - --- ,u G 615 South Drive Site Plan:Proposed I 20 Jay Street,Suite 906 Mattituck,NY. 1/8"=1'-0" Brooklyn,NY 11201 01/18/2023 �_�\ / �A051 212.634.9384 \J � �- '- l 04 Existing Basement Plan 03 Proposed Basement Plan Revisions 1/8"=1'-0" No Issue Date 01 Board of Trustees Submission 01/18/2023 65'-101/2" 65-101/2" 8" 8 20'-11" { 9'-8" 34'-4" Demo Notes: DI Remove Window/Door D2 Remove Existing Wall D3 New opening in wall for new window/door D4 Remove Existing Siding $ Remove Existing Millwork D5 g D6 Removed Existing Stair and Handrail D7 Remove Porch in its entirety Basement — Basement D8 Remove Trellis in its entirety f D9 Remove Stair a Crawlspace a Crawlspace a 13 N N " AREA OF WORK co \ I I _ I N fV l io 22'-3" } 9'-41/2" # 34'-3• 22'-3" I 9'-41/2" # 34'-3- -65'-10 1/2" 4'-3•-65'-101/2" 65'-101/2" 02 Existing First Floor Plan 01 Proposed First Floor Plan 65'-101/2" 1/8"=1'-0" 65'-101/2" 8: 20'-11' 24'-2" ------- 18'-101/2" 21'T 71/2' 24'-2" 19'-61/2" } ------- 04 03 20 20 I 1 I ' I �I I UP - - - - - - - - - - - - - - - - , F---------� r - - - - - - -_L - - - - - - - -� jg� _ - -- - ----- - - 7 Bedroom -J, I I I I I I --1, Kitchen 7 r - I < % `>° I Kitchen 205 sf_ Dining Room N I ! I. _ I ;Y, r ,� l 205 sf_ - I 152 sf Iv : 1 I Livi g Room I - Sitting Sitting L--j 156 sfL I � 156 sf . - — —_ ___ I I N �L— N _ I- I 02 I t• 1 -- Pantry o2 0, --- --L -1 Pantbo i 20 2a zo Ir, --- - - � ._, — - ry I I 20 -I - w� 42 s 0 - - — -- - Closet � - rpt' [Closet WC 19 sfLf�rimaly Bath r - ° 19 sf _-- -- - i Living Room i J - -!1 I II -- Entry 235 sf l= _ ___ _ - -- ��__-J Foyer -� I I Dining Room 1 4 I ---_--_ I L - - - - - - - N � II r!I' - - - - - - - 1 F- 04 --J� -1 -I I I Si L —I — - - - - - � - - -- - --- o c L_ — — — — —Ll— — — — — — — — — — — — — — — — — }—T-3"AAAdditon-4 —-_- , �- - Living Room 16 20 I- up - - - - - - - - - - - - - - - - - - - - - - - - -� ,\/ 22,_5.. 9'-41/2" 34'-3" c i\\' -=/ I-- --�- — �` I I ! ( Seal and Signature: 66-0 1/2" ( I-- - - - - -- - -- I J 01 — J FtED ARC D20 DePAq� SO fi 21'-8" %^'Addition 22'-21/2"Addition 14'-3" 66-01/2" -- tl�- s�9rF X34555 �OQ� OF IN Peter DePas vale Architect. G 615 South Drive Existing and Proposed Floor Plans-Basement and Ground 20 Jay Street,Suite 906Mattituck,NY. 1/8 -10" Brooklyn,NY 11201 01/18/2023 A100 212.634.9384 04 Existing Second Floor Plan 03 Proposed Second Floor Plan Revisions 65'-101/2" 1/8"=1'-0" 65'-101/2" No Issue Date -- 8,. 20'-11" { 24'-2" 18'-10 1/2" 8 21'-7" 71/2 24'-2" 19'-61/2"- 01 Board of Trustees Submission 01/18/2023 o0 Demo Notes: ------- ------- D1 Remove Window Door - - __-�.:____.�- ---_ D2 Remove Existing Wall - - - - -- -- - - - - -_- - ------- --- - -- - D3 New opening in wail for new window/door I D4 Remove Existing Siding _ _ � r ❑ D5 Remove Existing Millwork Bath Master = N _ Bath Master Bath 6 Bath D6 Removed Existing Stair and Handrail l j Master D7 Remove Porch in its entirety 1 r Master _ / Bedroom ----- J Bedroom ` �— U� D8 Remove Trellis in its entirety v D9 Remove Stair co coo 00 ! - - o0z I _I -- ^ " AREA OF WORK - - I - - - M _- - - - - - - - - - - - - - - - -� I I Bedroom 1 Bedroom 2 i I Bedroom 1 Bedroom 2 ih ! II L - -- - 04 I 1 0 L- - - - - - - - - - - - - 1 � N , I I ED ti 04 �- - - - - - - - - - - - - - - - - - - - - - - - -� I L - --- - 20 22'-3" 9'-41/2" 34'-3" I ! 65'-101/2" I I I I L - - - - - - — - - - - - - - - - - - - - - - - J 21'-6" f 7'-11" 1 22'-21/2" 65'-101/2" 02 Existi 6 Roof Plan 01 Proposed Roof Flan 1/8"=T';0" sa'-tov2° ! 1/8"=1'-0" = 65'-101/2" i P_6" T-6" 71/2" —65'-101/2" i 21'-T' 24'-2" 19'-61/2" I ! I i i — -- - ----- ----�--�—ITS i — --- j i I I I ! I i I I i i I1 7 ! j T t I F r - - - - - - - 7 ! I ' II i II • � I I ;� II I I I I I � I T a �, ! M ! I (h N — — o ! N ! co a I I I Pr I I I r— - - - - - - - - - - - - - - - I I T -- - - - - - -- - - - --� -- - -- - - - - I ! L - ! ! - ! - - - - - - - - - - - - - ! I o L — IL----- -----------� D •� T I C •I _ � I L - - - - - -!-=---- _ Revisions No Issue Date 01 Board of Trustees Submission 01/18/2023 65-101/2" 8„ 8' 20'-11" 24'-2" 18'-101/2" 04 20 Demo Notes: D1 Remove Window/Door D2 Remove Existing Wall D3 New opening in wall for new window/door D4 Remove Existing Siding D5 Remove Existing Millwork D6 Removed Existing Stair and Handrail a D7 Remove Porch in its entirety Z) D8 Remove Trellis in its entirety D9 Remove Stair Deck AREA OF WORK r � � .� 1 D6 1 D 1 1 I 1 1 11 I r r 1 Kitchen I 1 1 205 sf Dining Room 1 1 152 sf 1 Sitting 156sf - -U 1 2 1 c -- N - T ra � D2 N 1 Ed �Nco _ '�_-- _-- — --- -- ---— I 1 D3 - D2 D1 D2 02 1 6 r � --1-- Pant ry 02 r 20 1 I 1 1 --1--- 42 sf 20 1 WC D3 Closet 9 sf M 1 I � 1 -=1 Living Room 1 — D4 Dk 235 sf Entry . 1 1 1 104 sf LLJ 1 D2 EX-D-3 D1 D2 D1 X-D-4 D2 1 1 L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J 1 1 ' I D 1 X _ 1 - D 1 I 1 1 I _ 1 ch 7 D8 1 -1 i I I 1 SD6 1 UP 1 04 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 20 22'-5" 9'-41/2" 34'-3" 66'-01/21------- Seal and Signature: ED ASC a. DePgS S�9 034585 4¢� TFdFNE`N-t Peter DePas uale Architect. Q 615 South Drive Floor Plan I-Demolition-Ground Floor 20Jynt eet1 201e�906 Mattituck,NY. 1/4"=1'-0" 01/18/2023105_ 212.634.9384 J11-11,6" -- Revisions No Issue Date 01 Board of Trustees Submission 01/18/2023 65'-101/2" 71/2" 21'-T' 24'-2" -- 19'-61/2" 03 20 - - 30 30 Key Notes: 1 Roof Assembly,See A400 2 Wall Assembly,See A400 3 Foundation Wall,See A400 4 Wood Floor as Scheduled;See A600 - 5 Tile Floor/Wall as Scheduled;See A600 6 Painted Wall as Scheduled 7 Painted Ceiling as Scheduled 8 Door/Window as Schedules a 9 Custom Millwork;Refer to Millwork Schedule 10 Plumbing Fixture as Scheduled 11 Appliance as Scheduled i 12 Custom Wood Trim Profile,Painted Deck 13 Stone Countertop 14 Stone with Undermount sink UP - 15 Light fixture,see RCP I I 16 Glass Partition/Door -- 2017 Mirror l 18 Fire Place @\V 19 Existing Exterior Window - I I 20 Interior Door,see Schedule 7 21 Stone Pavers - - - - - - - - -EX-D- r - - - --- - - - -- - - -- - - - - - 50 - - - - - - - - - - - - - - - -- -- - - - - - - -- - - -- - -- -- - - - - - - - -j - - I Exterior: 30 3/4"Cladding(Versatex/Azec) - ii I - - -- --- - --- -- - -- - - - --------------- 31 Aluminum Coping Assembly -� I W105.2 j 32 Aluminum Gutter 109 Kitchen 33 1/2 Plywood Exterior Sheathing 34 3/4"Wood Panel Siding 108 Primary Bedroom I35 Window/Door,See Schedule 36 River Rock Ballast II ! L 37 Wood Trim Painted cV EX-D'- F O I 04 Sitting Room 1 38 Perforated Aluminum Gravel Stop r I -- -- I ,I - -- -_ - - 39 2 x 4 Wood Stud ( j 40 2 X 6 Wood Stud I \1 a l 41 2 X 12 Wood Stud L I 42 Roofing Membrane L105.1 _ 44 Spray Foam Insulation 43 Batt Insulation _ 45 Rigid Insulation Pi- -106 Shower 107 Toilet 108_1 DN � �i �'�. � _ 46 1/2 Plywood Ro f Sheathe g o n- - -- - -- -- - ---� � 47 Weather Barrier SO4 104 PB Entry �� - - _ Ref I 60 48 Ext Flashing - J -- -_ -- 104-1 i N 49 Misc Wood Framing/Bearing/Filler - - -- - 01 _ -__ - _ _ __ L Pantry I I 01 50 Backer Rod&Sealant Y - r___' - ----- -- 20 I I -u--------- - �- s ,_�=_ -_ -- -- I �- ��;-T --� - -- - I 1 20 51 Waterproofing Membrane 106-1 - 107-1 = _ _ _ _ _J — --- Closet tt - 1 - � I I.M�10 II > T ! - jli --- WC --- - -- 52 Subfloor/Sheathing I 5.4 - I� 53 Solid Wood Flooring ti EX-D�6 i 106 Primary Bath W/ 11 j o4 54 5/8"Gypsum Board I -_ _- ( � I -i � ----- 55 STRUCT:Joist:TJI or LVL W1 5.1 -� _ 56 STRUCT:8"CIP Foundation Wall � � J I I Skylight - MW105.3 04 MW105.2 - I ! g ! --�-- -- r - - r 57 STRUCT:Wood Beam 58 I - - 1_.. - - -_ =__ ----_ - _ - _ _ I I L -1 I 59 Siding,Match Existing Type and Color 102 Corridor I 60 Vertical Wood Plank Siding,Finish to be White 1--l- Dining Room- - LT I W-22 W- 21 NI I 103-2 r - --- - r I - - - -- W-06 -- -W-05- --- - - - - - -- - � 0 T 101 Foye I 103 Living Room 04 I I I 30 I 6 MW103.1 i W-07 T O I Wood ti 6 I Storage - I O 70 T EX-D- w-18 ! T l I Ci icy I ( W-09 t- Q0 - -- 00- J W-13 W-12 W-11 l 01 Seal and Signature: 20 ED ARC, a, DeAq', 21'-8" '- 1/2" 22'-21/2" 14'-3" 66-01/2" s�qT 034585 �pQ� F OF NES Fii 1/4'=1'-0 Peter DePasquale Architect. 615 South Drive Floor Plan I-Proposed-Ground Floor Mattituck,NY 20 Jay Street,Suite 9061 }; . " / t `_� 01/18/2023 \�/ All O Brooklyn, NY 11201 ° 212.634.9384 Revisions No Issue Date 01 Board of Trustees Submission 01/18/2023 I Y 65'-101/2" 71/2" 21'-7" 24'-2" 19'-61/2" I li i i I Key Notes: �I I 1 Roof Assembly,See A400 I 2 Wall Assembly,See A400 I 3 Foundation Wall,See A400 4 Wood Floor as Scheduled;See A600 5 Tile Floor/Wall as Scheduled;See A600 6 Painted Wall as Scheduled 7 Painted Ceiling as Scheduled I 8 Door/Window as Schedules a 9 Custom Millwork;Refer to Millwork Schedule 10 Plumbing Fixture as Scheduled I i 11 Appliance as Scheduled t i 12 Custom Wood Trim Profile,Painted 13 Stone Countertop Deck ; 14 Stone with Undermount sink 'i 15 Light fixture,see RCP 16 Glass Partition/Door I 17 Mirror 18 Fire Place 19 Existing Exterior Window 3 4'per 1'-0" 3 4'per 1'-0" 20 Interior Door,see Schedule Existing Downspout - � I I -- Existing Downspout 21 Stone Pavers i I -i - r F__ - - - -- - - - - - - - - - - - - - - - - -- - - - - - --- - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - -- - - Exterior: 30 3/4"Cladding(Versatex/Azec) 6 4"per 1'-0" 31 Aluminum Coping Assembly ;�. 32 Aluminum Gutter 33 1/2"Plywood Exterior Sheathing 34 3/4"Wood Panel Siding 35 Window/Door,See Schedule River Rock Ballast 37 Wood Trim I � N6 4"per 1'-0" 64 per 1'-0" 38 Perforated Alufminum Gravel Stop 39 2 x 4 Wood Stud ------I I One Story 40 2 X 6 Wood Stud I i � 41 2 X 12 Wood Stud One Story 42 Roofing Membrane EXISTING ROOF TO REMAIN Two Stories i 43 Batt Insulation 44 Spray Foam Insulation per 11'-0" 45 Rigid Insulation 6 4 EXISTING ROOFTO REMAIN EXISTING ROOF TO REMAIN _ 46 1/2"Plywood Roof Sheathing O 47 Weather Barrier I co 48 Ext Flashing EXISTING ROOFTO REMAIN N 49 Misc Wood Framing/Bearing/Filler min. ''"per 1'-0" 50 Backer Rod&Sealant a 51 Waterproofing Membrane N 52 Subfloor/Sheathing M6 4"per 1'-0" 53 Solid Wood Flooring ►` 54 5/8"Gypsum r j ! 55 STRUCT:Joist:TJ or LVL r -- - Transition Flashing Skylight j 56 STRUCT:8"CIP Foundation Wall j 6 4"per 1'-0" r 57 STRUCT:Wood Beam 58 min. per 1-0' �„ 59 Siding,Match Existing Type and Color 4 60 Vertical Wood Plank Siding,Finish to be White 2'-98" I I I i - - - - -- - - - — — J - I I I > I TI / - - -_- _ - - - - - - - - - - --- - - —J I O +1'-84" CV I / r Extents of Existing Roof New Box Gutter Downspout - Existing Downspout J Slope @ 4'per 10' - -- Downspout C ! = New Box Gutter II � One Story Slope @ a per 10 ; -- ----- ---- C Q 0 O T mn.4per mn. per '-a ,_, i � I T -0 0) T - - - - - - - - - -- - 4-111/2"Gravel Stop Q �I I min.4'per 1'-0" 9'-6"Brim r i I I T " I I II II co I I I � 1 I � r I � I I I +1'-W"+ +T-8 "+ 'i Seal and Signature: II D ARC �5 3• DePq sp 21'-6" T-11" 22'-21/2" 14'-T ., n I IIS' — 65'-101/2" - ��9 0345'd5 OQ� TF OF NE�� -_- Peter DePasquale Architect. 615 South Drive Roof Plan-Proposed rTM_ �' s • 20 Jay Street,Suite 906 Mattituck,NY. 1/4"=1'-0"Brooklyn,NY J - � Al 11 212.634 93841201 01/18/2023 �/ �r I I ( ' S r G 4 , 04 Existing-West Elevation 03 Proposed-\'Vest Elevation Revisions 1/8"=1'--0" 1/8"=1'-0" No Issue Date 01 Board of Trustees Submission 01/18/2023 Key Notes: 1 Roof Assembly,See A400 2 Wall Assembly,See A400 3 Foundation Wall,See A400 Ht.+23-31/2" Ht.+23'-31/2" 4 Wood Floor as Scheduled;See A600 Peak of Underside of Soffit T Peak of Underside of Soffit 5 Tile Floor/Wall as Scheduled;See A600 6 Painted Wall as Scheduled LO 7 Painted Ceiling as Scheduled Ht.+1T-5" Ht.+1T-5" 8 Door/Window as Schedules Soffit Soffit 9 Custom Millwork;Refer to Millwork Schedule 10 Plumbing Fixture as Scheduled 11 Appliance as Scheduled - 12 Custom Wood Trim Profile,Painted 13 Stone Countertop - - - - - - - - - -- - - - - - - --- -- - -- _ Ht. 2 F.F. Ht.+9'-6" r� 14 Stone with Undermount sink Level 2 F.F. -_ -- -- ---- - - - - - - - - - - _ --__ Level 2 F.F. — -- 15 Light fixture,see RCP c 16 Glass Partition/Door cc 17 Mirror 00 -1 18 Fire Place 19 Existing Exterior Window Ht.01-011 20 Interior Door,see Schedule - Level 1 F.F. Level 1 F.F. 21 Stone Pavers Ht.-41/2" Ht.-41/2" Existing Porch Level Existing Porch Level Exterior: 30 3/4"Cladding(Versatex/Azec) 31 Aluminum Coping Assembly 32 Aluminum Gutter 33 1/2"Plywood Exterior Sheathing 34 3/4"Wood Panel Siding 35 Window/Door,See Schedule 36 River Rock Ballast 37 Wood Trim Painted 38 Perforated Aluminum Gravel Stop 39 2 x 4 Wood Stud 40 2 X 6 Wood Stud 41 2 X 12 Wood Stud 42 Roofing Membrane 43 Batt Insulation 44 Spray Foam Insulation 45 Rigid Insulation 46 1/2"Plywood Roof Sheathing 47 Weather Barrier 02 Existing-South Elevation 01 Proposed-South Elevation 48 Ext Flashing 1/8"=1'-0" 1/8"=1'-0" 49 Misc Wood Framing/Bearing/Filler 50 Backer Rod&Sealant 51 Waterproofing Membrane 52 Subfloor/Sheathing 53 Solid Wood Flooring 54 5/8"Gypsum Board 55 STRUCT:Joist:TJI or LVL 56 STRUCT:8"CIP Foundation Wall 57 STRUCT:Wood Beam 58 59 Siding,Match Existing Type and Color 60 Vertical Wood Plank Siding,Finish to be White Ht.+23-31/2" Q� Ht.+23'-31/2" ,� Peak of Underside of Soffit Peak of Underside of Soffit b � Ht.+1T-5" LO to tHt.+1T-5" Soffit Soffit r- r; � - - - - - -- - - - -- - Ht.+9'-6" - - - - - - - - - - Ht.+9'-6" - - - -- -- --- - - -- - - - - - - - -- Level 2 F.F. - - - --- — - Level 2 F.F. ao ap Ht.0'-0" \ L 1 F.F. Level F.F. Ht.-41/2" ,� Ht.-41/2" Existing Porch Level Existing Porch Level Seal and Signature: kED ARC DePgs h'i�. � Q � s�9p� 034585 �OQ� OF NE`N nlPPP Peter DePasquale Architect. 4; ? 615 South Drive Existing and Proposed Elevations-West and South 20 Jay Street,Suite 906O Brooklyn, NY 11201 Mattituck,NY. 1/8"=1'-0" 01/18/2023 / 212.634.9384 04 Existing-East Elevation 03 Proposed-East Elevation Revisions 1/8"=1'-C►" 1/8"=1'-0" No Issue Date 01 Board of Trustees Submission 01/18/2023 Key Notes: 1 Roof Assembly,See A400 2 Wall Assembly,See A400 3 Foundation Wall,See A400 Ht.+23'-31/2" Ht.+23'-31/2" 4 Wood Floor as Scheduled;See A600 Peak of Underside of Sof fi-tom Peak of Underside of Soffit 5 Tile Floor/Wall as Scheduled;See A600 6 Painted Wall as Scheduled LO 7 Painted Ceiling as Scheduled LO Ht.+1T-5" Ht.+1T-5" 8 Door/Window as Schedules Soffit � �I Soffit 9 Custom Millwork;Refer to Millwork Schedule c �u' 10 Plumbing Fixture as Scheduled �u 11 Appliance as Scheduled F 12 Custom Wood Trim Profile,Painted 13 Stone Countertop Ht.+9'-6" ,� - _ Ht.+9'-6" 14 Level 2 F.F. Stone with Undermount sink 15 Light fixture,see RCP Glass Partition/Door 19 H [ DD nEL _I 17 Mirror A LL____j L4 E00 �" ♦ 18 Fire Place "Ll Ll - 19 Existing Exterior Window Ht.O'-0" u Ht.0'-0" 20 Interior Door,see Schedule - -- - -- - - - -- -- - - - - - - - = \ Level 1 F.F. Level lF.F. 21 Stone Pavers Ht.-41/2" ,� Ht.-41/2" � Existing Porch Level Existing Porch Level Exterior: 30 3/4"Cladding(Versatex/Azec) 31 Aluminum Coping Assembly 32 Aluminum Gutter 33 1/2"Plywood Exterior Sheathing 34 3/4"Wood Panel Siding 35 Window/Door,See Schedule 36 River Rock Ballast 37 Wood Trim Painted 38 Perforated Aluminum Gravel Stop 39 2 x 4 Wood Stud 40 2 X 6 Wood Stud 41 2 X 12 Wood Stud 42 Roofing Membrane 43 Batt Insulation 44 Spray Foam Insulation 45 Rigid Insulation 46 1/2"Plywood Roof Sheathing 47 Weather Barrier 02 Existing- North Elevation 01 Proposed-North Elevation 48 Ext Flashing 1/8"=1'-0" 1/8"=1'-0" 49 Misc Wood Framing/Bearing/Filler 50 Backer Rod&Sealant 51 Waterproofing Membrane 52 Subfloor/Sheathing 53 Solid Wood Flooring 54 5/8"Gypsum Board 55 STRUCT:Joist:TJI or LVL 56 STRUCT:8"CIP Foundation Wall 57 STRUCT:Wood Beam 58 59 Siding,Match Existing Type and Color 60 Vertical Wood Plank Siding, Finish to be White Ht.+23-31/2" Ht.+23'-31/2" Peak of Underside of Soffit Peak of Underside of Soffit LO U) _ Ht.+1T-5" n Ht.+1T-5" Soff it Soff it [r T 1� Ht. +9'-6" Ht.+9'-6" Level 2 F.F. Level 2 F.F. is bo + + co I Ht.0'-0" a Ht.O'-0" r. Level 1 F.F. -- Level 1 F.F. Ht.-41/2" ,� Ht.-41/2" r. Existing Porch Level Existing Porch Level Seal and Signature: D ARc a, Denq yid z. A s�9 034556 �4 TFOF NE�-1 -- -- ---- -- - - - --- - ---- --- — ------ -- I'm rill Peter DePasquale Architect. a . ...W.. t - 615 South Drive Existing and Proposed Elevations-East and North L.. r Brooklyn,NYA201 20 Jay t1 201 212.634.9384E 906 J i , i f�I- Mattituck,NY. 1/8"=1`�-0" 01/18/2023 �.._ I c r 02 Proposed East Elevation Revisions 1/4"_ - No Issue Date 01 Board of Trustees Submission 01/18/2023 Key Notes: Ht.+23'-31/2" 1 Roof Assembly,See A400 Peak of Underside of Soffit 2 Wall Assembly,See A400 3 Foundation Wall,See A400 4 Wood Floor as Scheduled;See A600 5 Tile Floor/Wall as Scheduled;See A600 "' 6 Painted Wall as Scheduled 7 Painted Ceiling as Scheduled 8 Door/Window as Schedules Ht.+17-5" 9 Soffit Custom Millwork;Refer to Millwork Schedule -- 10 Plumbing Fixture as Scheduled 11 Appliance as Scheduled 12 Custom Wood Trim Profile,Painted 13 Stone Countertop 14 Stone with Undermount sink 15 Light fixture,see RCP 16 Glass Partition/Door 17 Mirror 18 Fire Place _ _ ------ _ _ _ _- _ _-_ _ _ _ _ _ _ _ __ _ _ __ _ _ _ _ _ Ht.+9'-6" 19 Existing Exterior Window Level 2 F.F. 20 Interior Door,see Schedule 21 Stone Pavers Exterior: 30 3/4"Cladding(Versatex/Azec) 59 W 5 E - W 4 in 31 Aluminum Coping Assembly L � 59 00 32 Aluminum Gutter LE L—] L-11 I I I IL— I I L----� �® 33 1/2"Plywood Exterior Sheathing Ll L I Ll 34 3/4"Wood Panel Siding 35 Window/Door,See Schedule 1 F 36 River Rock Ballast Level l F.F. Ht. F.F. 37 Wood Trim Painted � \ Ht.-41/2" 38 Perforated Aluminum Gravel Stop Existing Porch Level 39 2 x 4 Wood Stud 40 2 X 6 Wood Stud 41 2 X 12 Wood Stud 42 Roofing Membrane 43 Batt Insulation 44 Spray Foam Insulation 45 Rigid Insulation 46 1/2"Plywood Roof Sheathing 47 Weather Barrier 01 Proposed Vilest Elevation 1/4"=1'-0" 48 Ext Flashing 49 Misc Wood Framing/Bearing/Filler 50 Backer Rod&Sealant 51 Waterproofing Membrane 52 Subfloor/Sheathing 53 Solid Wood Flooring 54 5/8"Gypsum Board 55 STRUCT:Joist:TJI or LVL 56 STRUCT:8"CIP Foundation Wall 57 STRUCT:Wood Beam 58 59 Siding,Match Existing Type and Color 60 Vertical Wood Plank Siding,Finish to be White Ht.+23'-31/2" Peak of Underside of Soffit in Ht.+1T-5" Soffit T [f IL -- --- - ---- -- ---- -- — _ _ Ht.+9'-6" NLevel 2 F.F. Y W-18 W-16 W-15 < W-14 W-13 W-12 W-11 _ �-06 W-05 W-22 W-21 _ 60 60 EX-D- o, 59 tO c o 00 u� U -- ao bo Ht.0'-0" Seal and Signature: �—3'-3"— 13'— 3'-3" Level 1 F.F. Ht.-41/2" Existing Porch Level EDA J, DeP,.q ijtc� 434585 �qQ� F OF NE`N Peter DePasquale Architect. 615 South Drive Enlarged Elevations-Proposed 20 Jay Street,Suite 906 Mattituck,NY. 1/4"=1'-0" Brooklyn, C .J ��� j!. �,�` NY 11201 01/1812023 212.634.9384 02 Proposed South Elevation Revisions -I/4"=1'-0" No Issue Date 01 Board of Trustees Submission 01/18/2023 Ht.+23-31/2" ,� Key Notes: - --------- ----- -- Peak of Underside of Soffit 1 Roof Assembly,See A400 2 Wall Assembly,See A400 _ 3 Foundation Wall,See A400 IN 0 4 Wood Floor as Scheduled;See A600 U) 5 Tile Floor/Wall as Scheduled;See A600 6 Painted Wall as Scheduled 7 Painted Ceiling as Scheduled Ht.+17-5" 8 Door/Window as Schedules Soffit 9 Custom Millwork;Refer to Millwork Schedule 10 Plumbing Fixture as Scheduled 11 Appliance as Scheduled 12 Custom Wood Trim Profile,Painted 13 Stone Countertop 14 Stone with Undermount sink 15 Light fixture,see RCP 16 Glass Partition/Door 17 Mirror 18 Fire Place N Level 2 F.F. 19 Existing Exterior Window 20 Interior Door,see Schedule -- -- -- ---- 21 Stone Pavers W-10 W-09 W-08 W-07 °' �, Exterior: a� . _ = 59 io 30 3/4"Cladding(Versatex/Azec) c co 31 Aluminum Coping Assembly =? D 32 Aluminum Gutter ib bo 1 33 1/2"Plywood Exterior Sheathing 34 3/4"Wood Panel Siding 35 Window/Door,See Schedule Ht.0'-0" 36 River Rock Ballast -� cd Level F.F. 3'-3"----- \ 37 Wood Trim Painted Existing Porch Level r � 38 Perforated Aluminum Gravel Stop III 39 2 x 4 Wood Stud 40 2 X 6 Wood Stud 41 2 X 12 Wood Stud 42 Roofing Membrane 43 Batt Insulation 44 Spray Foam Insulation 45 Rigid Insulation 46 1/2"Plywood Roof Sheathing 47 Weather Barrier 01 Proposed North Elevation 48 Ext Flashing 1/4"=1'-0" 49 Misc Wood Framing/Bearing/Filler 50 Backer Rod&Sealant 51 Waterproofing Membrane 52 Subfloor/Sheathing 53 Solid Wood Flooring 54 5/8"Gypsum Board 55 STRUCT:Joist:TJI or LVL 56 STRUCT:8"CIP Foundation Wall 57 STRUCT:Wood Beam 58 59 Siding,Match Existing Type and Color 60 Vertical Wood Plank Siding,Finish to be White Ht.+23-31/2" Peak of Underside of Soffit IN 0 -1 U) Ht.+17-5" Soffit I Ht.+9'-6" ^? Level 2 F.F. L CD W-17 a, ED . <-W-23 CKK> _ EX - ktA -6 60 60 0, r- 0 0 cn U co co I 00 59 60 —! Ht.0'-0" Seal and Signature: 3-51"� � \ Level F.F. � Existing Porch Level �E�ED ARC DePq Sp F s�9 034505 QQ� TF OF NE�� Peter DePasquale Architect. 615 South Drive Enlarged Elevations-Proposed 20 Jay Street,Suite 906 Mattituck,NY. 1/4"=1'-0" / A211 Brooklyn, NY 11201 01/18/2023 �/ 'h 212.634.9384