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HomeMy WebLinkAbout1000-32.-1-8 OFFICE LOCATION: h0��o� SU(/Ty010 MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 COQ Telephone: 631 765-1938 Q Fax: 631 765-3136 Comm LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: August 6, 2018 Re: LWRP Coastal Consistency Review for ISLE OF CEDARS, LLC SCTM# 1000-32-1-8 Isaac Israel on behalf of ISLE OF CEDARS, LLC requests a Wetland Permit for the existing 2,220.1sq.ft. one-story dwelling; construct a 14.4'x6' addition onto landward side of dwelling; construct a 7.6'x22.1' front entry addition; construct a 20.3'x12.6' screened in porch on westerly side of dwelling; construct a 16.3'x46.3' second-floor addition over existing easterly section of dwelling; remove existing 564.4sq.ft. seaward side deck and construct a proposed 11.9'x24.6' deck with two steps to grade; abandon existing sanitary system and install new sanitary system landward of dwelling; install gutters to leaders to drywells on the dwelling to contain roof runoff, and in accordance with Chapter 236 of the Town Code—Stormwater Management. Located: 2450 Peters Neck Road, Orient. SCTM# 1000-32-1-8 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the LWRP policies and therefore CONSISTENT with the LWRP provided the following: 1.' Verify the wetland jurisdictional setback. 2. The Orient Point land mass is not served by public water and properties in the area are subject to high groundwater and flooding. The subject property is located within a FEMA flood zone AE EL 6. The depth to groundwater is shown as 3.7' in 2012. The installation of an INNOVATIVE AND ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEM is recommended to further Policies 5 and 6. 3. Establish the natural wooded area required in Wetland Permit 7774 and 7774C be shown as a vegetated, non-turf buffer. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney Town of Southold LWRP CONSISTENCE'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# 0 0 b 0 - - � 4 PROJECT NAME 15Ale 0� UA0d'5 L The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. Rr Board of Trustees I. 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: 40 jA��oa - IIom° Ca.to'e eA.Mig4 owe SAYN �� ���� V�5�1�8 �/t�V./ CSS ��.��° �� ��'$��� sC�Q�neo� ►�� ��� ��'dl��'1 �g P Location of action: "V �} �'� � ` i- ° � Site acreage: 1 . 459 Ac/yeS Present land use: 51 ha� f bb��� Present zoning classification: 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: c (a) Name of applicant: �srtq C (b) Mailing address: UA (c) Telephone number: Area Code( ) 611 - SDI` 510"L (d) 10"- (d) Application number, if any: /14 Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes PfeNo❑ If yes, which state or federal agency? 1JEC a.W tl P61A C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See L%W Section III—Policies; Page 2 for evaluation 7crit ria. Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LNW Section III—Pol- ies Pages 3 through 6 for evaluation criteria 11Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—7Applicable Pages 6 through 7 for evaluation criteria F1 Yes [:] No 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 RYes ❑ No ❑ Not Applicabteov 9 �dV av31�d� 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 dyes ❑ No ❑Not Applicable ry �II {9+pR%' WA tS Vt '1AS AC*Qa' CA A p s VAW" 0X0-lWelk., yV"k 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. R( ❑ ❑ Yes No Not Applicable C� da�►��,a�� 0� rood G'C d-1V ?US 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 F] No (Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous subs nces and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes ❑ No ❑ Not Applicable ey� CLQ e Ad 0 5Qv\� NAACAS 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. ❑ YeED No u Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See WRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes F] No Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LVVRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No U 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 evalu tion criteria. ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; P es 65 through 68 for evaluation criteria. ❑ Yes F1No Not Applicable PREPARED BY TITLE 1AQ194J DATE_aw g�^ /' ...s. .•-�x ?'a a€ rte. 3 y Y ' y r 1.6 FC A, ° —"tom M :'b. F ,3��. ..:�r{3�%YI 1►..� •,C. : 1 1 1 • Y _ �y I .:Jul 10, 2018 at 10:13:28LA �-3? r. y� fig. `$.'��, � �.. «•=w,�„�, •; _�.� v � } �i Jul 10, 2018 at 10:12:50 AM :1 :03 AM K r. Jul 10, 2 118 atJQ 3 AM Jul 10, 2018 at 10:15:09 AM f .r' ...�.,,,,�--' -.. — -c.;ii�F'•—�--.,— - .,,,��� :•,-etc` „� "�+"=i�pA+P".r., - _ 3 X/ »`.a`}F�''- ff4;1 •..� d.t w , M . •'` Jul.10, 2018 Fua a- 1uc , -aa,or � au we m rnurenlr mAr o��wdM 121 A(% Wiwi ... 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C. .b I 2n� (0 P, X A 75.9 -- - - -- - - ---- - e• ' v / z1 tiff 9. a - e .X IoV N ym o rox b 1 STORY FRAME GARAGE 11.9, ° o O f ! E 40.S X 1 �� Up rn 74.2' 6.3•) 46.,3- 0) II I I I [[oo I m EDGE OF LAWN I O o ° C) r7 lid I I I WOODED NATURAL AREA °; r ° n �p •• b A I I O 1 1 r I CONC.FMOND /` I I FOUND o 1 , 1 FENC X CONC. MON. GATE e 3.1 GATE v � � �� �' SPLIT RAIL FENCE °. N 9 m Z p n o Z 0 9 99 m a n S 16 26 30 291 .20' o n• •s' '`N/0/Fo> NN JAMES P. LATHAM ,,. i- 4n & PATRICIA C. LATHAM SURVEY OF PROPERTY SITUATE ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-32-01 —08 SCALE 1 "=30' °d 4' e .. < APRIL 30, 2009 OCTOBER 18, 2011 ADDED TOPOGRAPHICAL SURVEY MARCH 1 , 2012 ADD COASTAL EROSION HAZARD LINE S 73, 118.72' 40,30, eS <,3, ° ��5•� ,� AREA = 63,332 s ft. 42.4 f 40 I� q. 36'10" E 2 �o 3�'' d PRI (TO TIE LINE) 1 .454 ac. co Nc °SER 99 e ROg� � a 4 N e J 1�0 �o o (I F CER TIFIED TO: N N' cOucNDM 2 4/ EDGE of p d ISLE OF CEDARS LLC p\�C3Q,� gtFMENr . F ° FIDELITY NATIONAL TITLE INSURANCE COMPANY � e d 0 00 e.. , o v / ° FENCE < Q�ti ��4. \ \ I / / 4�• 2.8'N. UTIL17-Y L14 64 GUy WIRE 24.4' Idam.. N W < 0-0-- C\4< e ^ V Q r. Lj .. IjQ d 24.3' o � NOTES: s Q 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM gRkk 3 Q EXISTING ELEVATIONS ARE SHOWN THUS: X o j EXISTING CONTOUR LINES ARE SHOWN THUS: — — — — —5— — — — — v Q v 2 F.FL. - FIRST FLOOR W w G.FL. - GARAGE FLOOR Zoe 4 a o v T.B. - TOP OF BULKHEAD o X- 1 '� O 2 B.B - BOTTOM OF BULKHEAD 2O"� 1,��F� \6� I �o s &S'Ck Sr 3 B.W. - BOTTOM OFWALL � ' STQ 9.� rFps °0p '63" Q f.� 2. FLOOD ZONE INFORMATION TAKEN FROM: 8) eU 6. 6 RY F a "Q FLOOD INSURANCE RATE MAP No. 36103CO068H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED c F 4-- \ � 4 7 / yQ�S (S ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); / 5.6x F BASE FLOOD ELEVATIONS DETERMINED ` I o 2j? rn ?y s F S, N woo) �� a NcF GV ~ I� 1� .01 7 . Sre woo 763 LO �` JUL 1 2018 MN x5 x X62 X \ 52X 44 3m \ x5 EDGE pF LAWN xf.2 2 \ / _ �►„� <_'_ -.�. G m \ \ <t � 5a \ \ -I--� _ ZONE AE (EL. 6L 27W 5. X� \\ \ x x 6.3\ \ \\ 4.9 1 1�5 ZONE VE (EL. 8) S- 5.1 \\ x5.6 \ \ x 4 \ X _ _ _ x52 COASTAL EROSION HAZARD LINE A$ SCALED FROM PREPARED IN ACCORDANCE WITH THE MINIMUM 3 4. \ S.s x �— _ \ �3 COASTAL EROSION HAZARD AREA MAP STANDARDS FOR TITLE SURVEYS AS ESTABLISHED X - - - - X�4 BY THE L.I.A.L.S.��AND APPROVED AND ADOPTED \ W5-3 ( 7.a \ 4 PHOTO No. 49-628-83 SHEET 26-0 OF 49 TITLE ASSOCIATION— X&& SSOCWTf_B., r 2 \ \ \ \ °pDED NgTupA �\ � 70 1� \ \\\ 2= S \ FOR SUCH USE :THE �W YORK STATE LAND Eq x ] Jp wS ��' �r XZ- 51 X hoe 1� � OF - - - - X \ - - - 2 N 1. ,-, k . D \ \ BAN \ i x e 9'.. OFB x x 5.3 =^ BANK 4.0 5.4 x.5✓ Coy, -03 y qrR NG\ Ss\ \ �\ � � a. - - - wglF 4t, 4o \ \\ CiO�C� \ — �x 4.0_ _ MqR N°NRFNr\ \ o0 1— \ — —470 °N 70/ /,� 66e \ \\ \\ — — — — — -3 N.Y.S. Lic. No. 50467 / j-6 — — —— — — — - -2 4r 7030q 09. 79,-1-5. 4S 631 >> w -LB D - UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin iii V p TO THIS SURVEY IS A VIOLATION OF N N U 4�eO� �» ��/ SECTION 7209 OF THE NEW YORK STATE VV EDUCATION LAW. Land Surveyor - 37.3 6 COPIES OF THIS SURVEY MAP NOT BEARING -0.4 Q THE LAND SURVEYOR'S INKED SEAL OR Q ON v ��Gr EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 711 C J V -o.s CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 0 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE, MAILING ADDRESS OFFICES LOCATED AT THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF James ort, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. p 29-073A RESIDENTIAL GENERAL NOTE5 TEST HOLE 05/ 14/2012 MISC. GENERAL NOTES ' �RIVATE Ec ISSUESREVISIONS 1.THI5 PROJECT 15 CONSTRUCTION OF RENOVATIONS TO AN EXISTING SINGLE FAMILY RESIDENCE, En"E-R 11 ` ROADWAY) CLASSIFIED AS R-3. P 2.THE HEIGHT OF THE E 15TING BUILDING AS DEFINED BY THE RE51DENTIAL CODE NEW YORK STATE IS DARK BROWN LOAM OL (,25 WIDE 12'-9' 3.THE TYPE OF CONSTRUCTION 15 TWE V(B). 1 .01 4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2010 RESIDENTIAL CODE OF N.Y.S.AND EDGE [IF PAVEMENT THE AF 4 PA WWOD FRAME CONSTRUCTION MANUAL 1995 515C HIGH WIND EDITION. BROWN CLAYEY SAND SC 5.DESIGN LOAD CALCULATION ARE BASED ON: LIVE LOAD:AS PER TABLE 8301.4,RESIDENTIAL CODE OF NEW YORK STATE. 62041 '30" E100.001a ENCS 15'E• DEAD LOAD:CALCULATED AS PER F301.3 AS PER KCNY5. 3.7 WATER IN BROWN CLAYEY SNOW LOAD:45 P51 GROUND SNOW LOAD(AS PER FIG.8301.2(5)RCNY5. CONIC- • FOUND ^ SEISMIC DESIGN CATAGORY"C,FOR 120 MPH 3 SECOND GUST. 4.0' 5AN D 5C 3 O„ E �'C❑VER Q 3' CONC. MON. Z o N LOCATION LIVE DEAD DELECT LIMIT 7 4� pZ • I5T.FL. 40 LB. 12 1/3GO V-(j �- 2ND.FL.(SLEEP AREA) 30 LB. 12 U3GO ATTIC(NON STORAGE) 20 LB. 10 U3G0Oss � ?C3a• :Q_a N Poor 20 L.B. 15 u3G0 WATER IN PALE BROWN G.THE ARCHITECT A55UME5 NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS,METHODS, FINE TO COARSE SAND 73-40 3, 13 ° TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTION'S AND PROGRAMS IN 5W 4'L d Z z CONNECTION WITH THE WORK. 13 THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED d U p OR IMPLIED IN THE USE OF THESE PLANS. _ �0 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE ^ DRAWINGS.FOLLOW DIMENSIONS ONLY. , OL A to 0` n 14. 8.CONTRACTOB(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR Q� 1� DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIOM5,OR EXCEPTIONS AS A `�� • y� G\�� NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO ` \ COMPLETE THE WORK. 9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS 13.0 O AND SPECIFICATIONS. M `' �� \P 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF WATER ENCOUNTERED 3.7' �°c^� P O� 9 G \O OCCUPANCY. BELOW 5URFACE0 Pebol O DEMOLITION 1.CONTRACTOR SHALL DEMOLISH WALLS AND FLOOR.INDICATED ON DPAWlNG5 AND AS NECESSARY, AND REMOVE DEBRIS. 2.CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF(0(15TING WORK AND OR INSTALLATION OF NEW YORK. A•� K AS CLOSELY AS POSSIBLE UNLESS 3.ALL NEW YORK SHALL MATCH AND MEET FLUSH TO EXISTING WOR ` 4, OTHERWISE NOTED. 2A• 4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALLBE PROTECTED AS NECESSARY DURING DRAINAGE CALCULATIONS DEMOLITION AND CONSTRUCTION. p d 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND Q TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAi.,OR CAPPING OF EQUIPMENT ty- AS NECESSARY. HOUSE: TY POLE p Q GENERAL CONSTRUCTION z o ZONE 1 : 1 ,027 5.F. x I x 0. 17 = 174.G C.F. uTILI LIL#IBA a, 4 C5 O, 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECE55ARYTO N PROVIDE ( I ) I O' DIA. x 3' D. DRYWELL = 205.3 C.F. tr p � COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR z . O REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. GUY �j - 2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. ala 0 WIRE ° 4 Z ( LL 3.INTERIOR TRIM SHAMATCH EXISTING. 3 Q w\� 4.FRAMING ELEMENTS: ZONE 2: 991 .5 5F. x I x 0. 17 = I C;8.(; Cf A p P\" A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 P\� OR BETTER. PROVIDE ( I ) 10' DIA. x 3' D. DRYWELL = 205.3 C.F. PSQ� �. 4. :a 2A' OF B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT `\ 3 AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SO PECIFICATIONS. ��\\G GOO • p•. • . ; p d ��P �\ Q 25 JUNE, 2018 C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNE55 AS IMOICATED. D.ALL SUB FLOORING TO BE APA RATED STUKD-I-FLOOR,EXPOSURE 1,3/4'MIN.THICKNESS. ZONE 3: 100 1 .3 SF. X I X 0. 17 = 170.2 CF O�I� \Q�e�O\��� p e ' o ,�, QPQ�i O�' <C E.ALL HEADERS G'-O"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-O"AND OVER �+ �\ 9k, e�0 l�� I�� 23 MAY, 2O 18 WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2'x8"OR AS SHOWN ON DRAWING. PROVIDE ( 1 ) 10' DIA. x 3' D. DRYWELL = 205.3 C.F. ��\��vg p. ' °D. Pe`- Pl ,a I O G O a Z F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.5.CODE Q� 02 FEBRUARY, 2018 OR AS NOTED @ 8'-O'O.C.MIN..PROVIDE 2'SPACE FOR AIR CIRCULATION IN ROOF. r ry O 00\1 '�OO \P�3 1 �5'��N NG O� a G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWINGS. "�I p' i 0 O GN G, r J C� 18 JANUARY, 2018 H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON O \w GARAGE: 982 S.F. X I x 0. 17 I G7 C.F. \ A a DRAWING. oo 1 - TES HOLE - o °. :p ��'� I I�O�� �- a 16 NOVEMBER, 2017 I.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL \ O PROVIDE ( 1 ) 10 DIA. x 3'D. DRYWELLS - 205.3 C.F. p. j CONNECTORS BY'5IMPSON"OR APPROVED EQUAL. I- J.NAILING SCHEDULE SHALL BE AS PER N.Y.S.BUILDING CODE A9 A MINIMUM.ALL 2'xG'5TUD5 \ CO RETE c^�y a \\\ I __,'Q Q ����� I G AUGUST, 2017 SHALL RECEIVE 5 1 Od NAILS AT SILL AND PLATE.ALL EXTERIOR NAILS SHALL BE GALVANIZED. SEE [\' n ATTACHED NAILING SCHEDULE. 2,735 \ - ___ 0 \►+i �y K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4'O.C.EXTERIOR EDGES AND Gd NAILS @ 12' �C DRIVEWAY: 5.F. x I x 0. 17 = 4 G 5 C.F. a W SHOUT O U T ARE ,_%_ tiI 3 �Q 16 NOVEMBER, 201 G O.C.INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. N PROVIDE (3) 1 O'DIA x 3'D. DKYWELL5 = G 15.9 C.F. 9 G G� L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. �y d ~ G A \ n M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE �' W `4�A' \! /`^ I �OQ J 1 ,o• P�P� (� W JULY O I, 20 14 TWE CONNECTORS BY"SIMP5ON'OR APPROVED EQUAL.FOP TIMBER FILE(FOUNDATIONS,PROVIDE V OO (�\ - ` O HURRICANE CUPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. o 5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS,IMPACT RESISTANT AS �� ��� �G� � �� MAY 15, 2O 12 REQUIRED. V ---1 O'� G.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. 7.CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF A PA WCFM-1995.(5EE NAILING \ \� t O i i PROPOS I SCHEDULE) - \ I \ \Y a i ; I-STo 7 4,6� `\ 8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED ^ {j- - j i\\ \I i �/ / I- I ADDIT Ov\ �.V0 MEMBRANE. w , '\ ' \l ROTOBED I 5' ��G .( , GPS THESE PIANS ARE AN INSTRUMENT OF SERVICE 9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEY5 AND CRICKETS SHALL BE ALUMINUM. -_-- --- `\- ---- _- - ---i \ t Rey i -STORY - 16,3 P `C 2 G Pct 5 �O� AND ARE THE PROPERTY OF THE ARCHITECT. / i A DITION _ Q 10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT � l � __ INFRINGEMENTS WILL BE PROSECUTED j/ i - - �\ \ i ,� \ 2 2:1 N j ___ 1 P��O.�. �P �Po OF STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTI RSECTION OF ROOF AND a-THICK PRECAST % %/ \ I P i CHIMNEY,AND ROOF AND WAILS. CONCRETE TRAFFIC / / O eQ I 1.INSULATION SHALL BE BATT INSULATION OF THIME55 INDICATED ON 1THE DRAWINGS AND SHALL BE BEARING SLAB. FILLED GRADE AT DRYWELL TO BE / / / O\ O 20 17 ALL RIGHTS RESERVED 2-I 2 Ib. DENSITY FIBER-GLASS BATTS CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED \ O \ FIBROUS GLASS INSULATION.NAAMM STANDARD 51, I b-70. GRASS SHOULDER APPROX.3.5'ABOVE EXISTING GRADE I 1 2.NEW INTERIOR DOORS SHALL MATCH EXISTING. AREA. TYPICAL -/C-Et CEt 13. NEW HARDWARE SHALL MATCH EXISTING. / I I (� 14.GYPSUM BOARD SHALL BE EASED EDGE TWE,CONFORMING TO ASTM G3G,AND SHALL BE GRADE FILLED GRADE +8.5'APPROX GRADE / / ZO E 1 3 �1 / / \\ O 06E �,T I lY 6 P �C 'SHELTROCK SW BY U.S.GYPSUM CO.OR APPROVED EQUAL GYPSUM WALLBOARD THICKNESS SHAH Be 111 _____________ ___� I C>{E2NEd M EX I STI N G /2 ! `O \. RO ,62 �� I/5.•ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND SPACKLED THREE(3)COATS.ALL EXTERIOR - II I�IIII �' I OF 2 G' R�m p �` M I P 3 ZO = a I I p, �, 1 STORY FRAME HOUSE /s�4E � \0' O p. '(P N O CORNERS SHALL HAVE METAL CORNER BEADS. -_ '' III - ILII rtt ' P�u�. F,FL. 7.98 Y, a �, �� �o 0 0 Z N Robert 1 . Brown FINISHES =�f ® ® ® i. -------� �L_ ee�O Pee / 24.6 QN lc 1. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS AND INSTALLED WITH THIN �- o®®®®® � -- --- .( Architect, P.C. SET ADHESIVE. - L713®®EJ® F PO-\P�- 46.7' I 2.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORE OR APPROVED ? 13 03 EQUAL,APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND O ®® o131411a®® ❑❑D DECK II AA A. RECOMMENDATIONS. COLOR TO BE SELECTED. G�NNSAND& cc= BURIED 21.2, / 16.3' I I 205 Ba Ave.3.EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED BY THE WORK - BRICK I- _ 3 y Greenport NY SHALL BE CLEANED AND REPAINTED. NEW WALLS AND CEILINGS SHALL BE SIEALED 1 AND PAINTED.PAINTING SHALL BE TWO (2)COATS BENJAMIN MOORE AQUA PEARL VOR TS•DIAMETER = O O � 4 Info @ rl browna rchitect.cont 4 (VARIES)PRECAST O LATEX PAINTED,COLOR TO BE SELECTED. GROUND CONCRETE - G3 1 -477-9752 4. INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED,AND FINISHED W TIH TWO(2) WATER -LEACHING RING. L ❑❑D `3� ^ COAT5 BENJAMIN MOORE LATEX ACRYLIC SEMI-GLOSS PAINT. = 6+ S O HVACj� ZONE ASL. 6) Q = �+ � ' �=_ A 6 M 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES IT IS A VIOLATION OF THE LAW FOR ANY PERSON, ll-IJ ZONE VREL. 8) NECESSARY TO PROVIDE A HVAC SYSTEM TO NEAT AND COOL THE LIVING SPACES =11111 z❑ ^ AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS,OR REA50NA13LY IMPLIED AS CLEAN SAND 3GRAVEL _ �Q �Z �O UNLESS ACTING UNDER THE DIRECTION OFA LICENSED ARCHITECT, TO ALTER ANY ITEM ON Z THIS DRAWING IN ANYWAY. ANY AUTHORIZED NECESSARY TO COMPLETE TO WORK. - 4 2.REMOVE ALL BASEBOARD HEATING UNITS �J '/� U O 3.WITH EXISTING BOILER AND HOT WATER HEATER,PROVIDE 3 HEATING ZONES ALTERATION MUST BE NOTED, SEALED, AND (BEDROOM AREA,GREAT ROOM,BASEMENT)AND 2 COOLING ZONES(BEDROOM ?. b�• ' � � t9 ra•MIo. a-0"Da. 2'-V win, j�{r� 6 DESCRIBED IN ACCORDANCE WITH THE LAW. AREA,GREAT ROOM). 4.PROVIDE DUCTWORK AND CONTROLS AS NECESSARY TO COMPLETE THC WORK. Typical Section @ Leaching Pools 0 5 LAWN - ' �6� w Seale:NTS O QF V IL PLUMBING 4�FD ARC 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES NECESSARY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS O Y�p - '' /✓j O :Y �' AND SPECIFICATIONS,OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE -J Cu - � R WORK. 2. CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION ILAW WITH Go REGARDS TO WATER SAVING AND CONSERVATION, ALL FIXTURES SHALL BE=ON THE1 ^i -- APPROVED 115T OF CERTIFIED WATER SAVING PLUMBING FIXTURES"A5 PUBILI5HED BY la $ A A THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. FLOFLO-W ► ^ ]VOTES: Z A Y A 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE 21. SUPERVISIONOFAPROPERLYLICENSED MASTER PLUMBER. UPON COMPLETION,THE \ 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM t7J 2 r� NE��I PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF 1 4OTHE°LD.CONTRACTORSHALLOBTAIN,SUBMIT,ANDPAYFOR ALL PERMITS, �' EXISTING ELEVATIONS ARE SHOWN THUS: 3�� pDED L AREA, Ao O 1' `� CERTIFICATIONS,LICENSESAND INSPECTIONS ASS REQUIRED BYLOCAL,5-TATE,AND EXISTING CONTOUR LINES ARE SHOWN THUS: 5 NATURAL FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JURISDICTION. 4" VERTICAL f BANK SLOPE QF CLIENT/OWNER FACE F.FL. - FIRST FLOOR BLKF{, �y P ELECTRICAL G,FL, - GARAGE FLOOR 7' • A 1.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICESNFCE55APY AND 2• WG� A' .yam QS DFOR PROPER AND COMPLETE RELATED WORK NCLUDINBUT NOMION REDOTO LL NEW BEDDING DETAIL T,B, _ TOP OF BULKHEAD 5 ELECTRICAL SYSTEMAND A OF DANK �O y$ B.B. BOTTOM OF BULKHEAD / ISLE OF CEDARS CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING,LIGHTING, 4 >- r.w, - TOP OF WALL N 66043' 11 " W SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO B.V. - BOTTOM ❑F WALL A q ~ APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES ANGLE FIRST STAKE TOWARD ®�� _ 3 O� ~ PETER'S NECK ROAD WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND PREVIOUSLY LAID BALE. <®yL 2 '� 4 5. 6 3 N -� AND SPCIFICATIONS AND AS NORMALLY SPECIFIED IN THIS TWE OF PROJECT AND '-J ^= 2. FLOOD ZONE INFORMATION TAKEN FROM: 1 Q Y ORIENT, NEW YORK INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND �^� ELECTRICAL D15TRIBUTIONSYSTEMS. FLOW �= ^� f✓ FLOOD INSURANCE RATE MAP No. 36103C0068H t% 2(9 W o 2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 201 O ELECTIRICAL CODE OF NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NEPA NO,70-1984 �'�i__; iZONE AEI BASE FLOOD ELEVATI❑NS DETERMINED TIE LINE ALONG APPARENT •c, (NEC), LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA), �� ___ _ HIGH WATER MARK ❑N 10/18/11 �' THE NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION(NEMA)AND AMY OTHER _ r c _ ___ ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTI❑N); » PROJECT TITLE BASE FLOOD ELEVATIONS DETERMINED Q 55 APPUCA13LE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT y= 6 0 V W ; APPROVED ROS'E D �Y i REQUIREMENTS WILL APPLY. = f^ _ 10 9 1 g ' s� 3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS = ,- BOARD OF 1 s�US TEES LABORATORIES,INC.LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WMICH THEY �-�^; ----- REN OVATI ON5 AND WILL BE INSTALLED. `_:.`�,� �: :-- BOUND HAY BALES 4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR LIMPER THE �i _=__= PLACED ON CONTOUR - TOWN OF SOUTI-TOLD ADDITION n-��� -_ 5UPERV15ION OF A PROPERLY LICENSED MASTER ELECTRICIAN. - 5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LflCENSES / _ 5 1 T E F L A N ❑�✓ WATER MARK ❑N 10/18/11 AT 10+ 2 RE-BARS: STEEL PICKETS OR 30 AM DATA AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHIORITIE5, AND ANY OTHER APPLICABLE JURISDICTION. r-== � ISSUES/ REVISIONS REMOVE EXISTING WINDOW PATCH AS NECESSARY NOTE: 22--1" TW284G WINDOW CLEAR 6'-O" 16'-I" OPENING = 5.03 5F, FOR FIRST NEWANDER5E4 NEW ANDERSEN NEW ANDERSEN FLOOR EGRESS B TW 2846 TW 2846 TW 2846 AG 4'-6 112" G'-6" G'-6" I 4'-6 112" i 6'-6" NEW H05E BIBB i i 141-0.`} O" ° RECESSED 14'-0" 21'-2" NEW 6 CONSTRUCTION MEDICINE 12' 0" A ; FIR EXISTING WALL TO MATCH CABINET A G'-O" G-0" A6 % PROPOSED BATHROOM q6 54 SF I NEW ANDERSEN / TW 2846 NEW 2x6 CONSTRUCTION i = REMOVE EXISTING WINDOW SIDING TO MATCH EXISTING ; MODIFIED BEDROOM FULL PATCH AS NECESSARY HEIGHT SHOWER i ° 25 JUNE, 2018 % O / / I 23 MAY, 2018 0-7 112" NEW ANDERSEN > w 03 MAY, 2018 N HOSE BIBB TW 2446 z N z ( PROPOSED MECH ROOM 7-9" 7-9" 7-9" i 33 5F = 02 FEBRUARY, 2018 RELOCATE EXISTING WINDOW 7C3 TO NEW LOCATION " / 18 JANUARY, 2018 12"SQUARE SHINGLE CLAD 4'-2 1/2„ 2 NEW ANDERSEN tJEW ANDERSEN NEW ANDERSEN / 60 G„ CORNER POSTS - -u TW 2846 1W 2846 TW 2846 3'-7 112" 16 NOVEMBER, 2017 NEW 16 AUGUST, 2017 ------'��'------- ------ 1 30" 1 4�_Q�� 506 REUSE EXISTING NEW 3068 i AG CONDENSER N J SINK WALL 30" OVEN i o 2868 I 16 NOVEMBER, 2016 i __ _ _ _ _ EXISTING WINDOW -�-- - TO REMAIN DOOR AND HALL JULY 01, 2014 `r Lu BUILT-IN 25-2 112" MODIFIED KITCHEN SEE KITCHEN PLANS REUSE EXISTING IN MAY 15, 2012 2668 - EXISTING WINDOWS � � �� � � N AC CONDENSER 4'-1" 3'-6" 4'-2" NEW TO REMAIN 1 2'-© 5068 N w i REUSE GGBTING ' AND ARE THE INSTRUMENT OF THE ARCOHITECT ICE REMOVABLE 5/4"MAHOGANY (� PROPOSED LAUNDRY FRAMES WITH COPPER SCREENS _-� F13'-9" _ m 7-6 USE EXISTI G INFRINGEMENTS WILL BE PROSECUTED WOOD FLOOR 2868 - 1880 5F Z NEW WOOD FLOORS / I PROPOSED SCREEN PORCH �� z - 2'-2" - ®20 18 ALL RIGHTS RESERVED TO MATCH EXISTING o i 5/4 x 6"MAHOGANY DECKING i; i a� 6i EXISTING LIVING ROOM u ►_- r AZEK WAINSCOTTING ON CEILING �`I `� 3 - > Q N SHO ``� 4' 6' "-' REMOVE EXISTING CEILING Lu Lu o z EXISTING °C PROPOSED STUDY = PROPOSED JOISTS FOR NEW 'L [�DWALK-IN CLOSET ,n FIREPLACE z IN EXISTING SPACE - CATHEDRAL CEILING 0 � N 1 i z - NEW 2868 Robert I Brown REMOVABLE 5/4" MAHOGANY d i --� j o_ POCKET DOOR r FRAMES WITH COPPER SCREENS �' i � � MASTER BATH BAIFIEDTH � Architect, P. EXISTING WINDOWS SEE EAST END KITCHEN PLANS 80 5F -N --------------------------- P.C. TO REMAIN FOR CABINET PLANS AND I'-6"' o REUSE EXISTING N i ELEVATIONS i z ° 2468 205 Bay Ave. Greenport NY ECJ EO 22'-s° J N Info@ribrownarchitect.com in N V.I.F. m 14'-3" G3 1 -477-9752 3 " --- - REMOVE EXISTING WALL i z ��71112" 7'-1 112" ° 7' 6, EXISTING WINDOWS _____ 1 SI K 1 i TO REMAIN IT IS A VIOLATION OF THE LAW FOR ANY PERSON, ------J --� UNLESS ACTING UNDER THE DIRECTION OF A 12'-G" ��� 7-4 3/4" G'-7 1/4" 2'-4" EXISTING DOOR 2'- LICENSED ARCHITECT, TO ALTER ANY ITEM ON IV TO REMAIN EXISTING WINDOW THIS DRAWING IN ANY WAY. ANY AUTHORIZED EXISTING WINDOWS _ ALTERATION MUST BE NOTED, SEALED, AND 12"SQUARE SHINGLE CLAD TO REMAIN EXISTING DOOR EXISTING DOOR MAIN DESCRIBED IN ACCORDANCE WITH THE LAW, CORNER POSTS NEW H05E BIBB TO REMAIN TO REMAIN I EXISTING MASTER BEDROOM _n O _ ---fE WALL _� � ED ARc�T N I Q,�, p EXISTING DOOR 1D Qu�O���e^ 0' EXISTING DEN -_ N WOOD DECK TO REMAIN c� 'rd I` - - TO BE REBUILT AS SHOWN REMOVE EXISTING CEILI G EXISTING WINDOWS EXISTING WINDOWS 'T � TO REMAIN JOISTS FOR NEW TO REMAIN " CATHEDRAL CEILING EXISTING WINDOWS TO REMAIN 20'-1" �t 3'-6 112" G'-6" G'-6" 3'-6 112" 7-8" NEW HOSE BIBB CLIENT/OWNER EXISTING WINDOWS 8'-2" TO REMAIN 16'-4" ISLE OF CEDARS EQ EQ EXISTING WINDOWS PETER'S NECK ROAD TO REMAIN FI RST FLOOR PLAN 24' ORIENT, NEW YORK SCALE: 114"=P-0" A 2 A6 PROJECT TITLE EXISTING EXCEPT AS NOTED RENOVATIONS AND ADDITION FI RST FLOOR PLAN l; 155UESCALE " 29 JUNE, 2018 I/4"=I'-O" 11 11 `° '' 120 13 I DRAWING NO. I k .A ell 1 ISSUES/REVISIONS I I I (2) NEW ANDERSEN I I'-0 112" TW 24310 1 1'-0 112" 5'-3 112" 5'-3 112" 1 4'-G" ' I I 25 JUNE, 2018 ' r (2) NEW ANDERSEN PRO OSED BEDROOM CW 14 , m I 23 MAY, 2018 , N 03 MAY, 2018 02 FEBRUARY, 2018 i I I N 18 JANUARY, 2018 ' I G NOVEMBER, 2017 I N NEW 2068 I G AUGUST, 2017 / N � i I G NOVEMBER, 201 G NEW ; I2668 I JULY 01 , 2014 / I I NEWCVNDERSEN MAY 15, 2012 14 THESE FLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. I I INFRINGEMENTS WILL BE PROSECUTED O 2018 ALL RIGHTS RESERVED _ II/ 7-7 I/2 i Robert 1 . Brown N I i I I W NEW ANDERSEN �z N I CW 14 Architect, P.C. co I I ; ' I 205 Day Ave. Greenport NY I � , NEW �N I Info@ribrownarchitect.com G'-0" 2668 - G31 -477-9752 I N ' ( v�- O i I IT IS A VIOLATION OF THE LAW FOR ANY PERSON, / I I NEW I GG N UNLESS ACTING UNDER THE DIRECTION OF A ' ( LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED, SEALED, AND DESCRIBED IN ACCORDANCE WITH THE LAW. I I I I I = U ujz I I p m (2)NEW ANDER5EN PRO OSED BEDROOM z I CW 14 FtFQ A qCy�� J Ln NEW I G68 Q i I sj� 3Cr1a ��; I NE ��;� m ( CLIENT/OWNER 4'-9" (2) NEW ANDERSEN ISLE OF CEDARS I TW 24310 PETER'S NECK ROAD ORIENT, NEW YORK I IPROJECT TITLE I RENOVATIONS AND ADDITION I SECOND FLOOK PLAN � I SCALE: 1/4"=1'-0" A3 5ECOND FLOOR PLAN EXISTING EXCEPT AS NOTED SCALE �;P9 JUNE, 2018 1/4"=P-0" -OAWING NO. or __j ISSUES/REVISIONS I I I I 4 12 D 12 10 I EPDM RUBBER ROOFING MEMBRANE 3/4 CD-X RATED PLYWOOD 2x8 RAFTERS @ I G"O.C. I 1 12 I = SOFFIT AND TRIM N TO MATCH EXISTING p MAKE LEVEL WITH EXISTING 'n (3) 2x8 HEADER AZEK WAINSCOTTING ON CEILING I REMOVABLE 5/4" MAHOGANY FRAMES WITH COPPER SCREENS 5/4 x 6" MAHOGANY DECKING b � I � 2x8 P.T. JOISTS @ 16" O.C. I25 JUNE, 2018 16"x 8"POURED CONCRETE p 3x8 P.T. LEDGER BOARD23 MAY, 2018 ANCHORED WITH FOOTING MINIMUM 3'-O" m (2)3/4 BOLTS @ 12"O.C. 03 MAY, 2018 BELOW GRADE ON UNDISTURBED SOIL 02 FEBRUARY, 2018 18 JANUARY, 2018 I 1 G NOVEMBER, 2017 16 AUGUST, 2017 PO RC N 5 E CT I O N 2 1 G NOVEMBER, 2016 SCALE: 114"=1'-0" A5 JULY O 1, 2014 EXISTING EXCEPT AS NOTED MAY 15, 2012 SECTION 2 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. SCALE: 1/4"=1'-0" 5 INFRINGEMENTS WILL BE PROSECUTED EXISTING EXCEPT AS NOTED O 2017 ALL RIGHTS RESERVED Robert I . Brown Architect, P.C. 205 Bay Ave. Greenport NY info@ribrownarchitect.com 63 1 -477-5752 I 4IT IS A VIOLATION OF THE LAW FOR ANY PERSON, � UNLESS ACTING UNDER THE DIRECTION OF A !2 12 LICENSED ARCHITECT, TO ALTER ANY ITEM ON �I O �I O THIS DRAWING IN ANYWAY. ANY AUTHORIZED ALTERATION MUST BE NOTED, SEALED, AND DESCRIBED IN ACCORDANCE WITH THE LAW. D ARCM (9) Nl=1ALANQFRSEN EPDM RUBBER TW 24310 ROOFING MEMBRANE 2 1v9T -,N- ,�c��� 12 SOFFIT AND TRIM TO MATCH EXISTING MAKE LEVEL WITH EXISTING CLIENT/OWNER . . . . . . . . . . . . . 15LE OF CEDAR5 PETER'S NECK ROAD NEW—ANDERSEN . . TW 2832 ORIENT, NEW YORK . . . . . . NEW ANDERSEN NEW ANDERSEN NEW ANDERSEN NEW ANDERSEN NEW ANDERSEN NEW ANDERSEN NEW ANDERSEN TW 284E TW 2846 TW 2846 TW 2846 TW 2846 TW 2846 TW 2846 PROJECT TITLE RENOVATIONS AND ADDITION ELEVATIONS NORTH ELEVATION 2 __ ISSUE SCALE �6 JUNE, 2018 1/4"=1'-0" SCALE: 1/4"=1'-0" EXISTING EXCEPT AS NOTED i I ?�t� DRAWING NO. ISSUES/REVISIONS ® CW 14 CW 14 CW 14 CW 14 12 EPDM RUBBER ROOFING MEMBRANE EXISTING WINDOWS EXISTING WINDOWS EXISTING WINDOWS EXISTING WINDOWS TO REMAIN TO REMAIN TO REMAIN TO REMAIN EXISTING DOOR 5 JUNE, 2018 TO REMAIN 23 MAY, 2018 03 MAY, 2018 02 FEBRUARY, 2018 18 JANUARY, 2018 16 NOVEMBER, 2017 16 AUGUST, 2017 1 6 NOVEMBER, 2016 WEST ELEVATION EAST ELEVATION I JULY 01, 2014 MAY 15, 2012 SCALE: 114"=1'-0" A4 SCALE: 114"=1'-0" A EXISTING EXCEPT AS NOTED EXISTING EXCEPT A5 NOTED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED O 2018 ALL RIGHTS RESERVED Robert I . Brown Architect, P.C. 205 Bay Ave. Greenrort NY info@ribrownarchitect.com a 4 G3 1 -477-9752 12 12 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, �10 I0v UNLE55 ACTING LICENSED ARCHITECT,UNDER DIRECTIONTHE O O ALTER ANY ITEM FON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED, SEALED, AND DESCRIBED IN ACCORDANCE WITH THE LAW. 7 ZAeI4:R F M UIL�� • �D ARO :y �l EPDM RUBBER (2)-NEW-ANDER5EN ROOFING MEMBRANE (2) NEW ANDERSEN 12 TW 24310 . , I T 3A SOFFIT AND TRIM NEW FWG 60688 TO MATCH EX15TING MAKE LEVEL WITH EXIaTING ® ® ® CLIENT/OWN ER. I = I _ + NEW ANDERSEN ISLE Or CEDARS . . . . . . . EXISTING WINDOWS TW 2446 TO REMAIN PETERS NECK ROAD . . . . . . . . . EXISTING WINDOWS EXISTING WINDOWS ORIENT, NEW YORK TO REMAIN TO REMAIN PROJECT TITLE RENOVATIONS AND ADDITION ELEVATIONS SOUTH ELEVATION 2 SCALE: 1/4'=1'-0" EXISTING EXCEPT AS NOTEDr SCALE 2�9JUNE, 2018 1/4'=1'-O" } m ^ bPMVING NO. ISSUES/REVISIONS GFI GFI EXTERIOR I � f R I VENT '® ' b \\ I 0 \ VENTTIN\= $ =0 \ ty4 FO- U ss AC CONDENSER -------D---------D------- --GFI 1p I \ WALL REFR OVEN i DIMMER �1•� ABINET I 4,i' S i -- y IGHT I � Q CO SDS TO i UPSTAIRS R `r'R Yfd j J 4—/ S AC CONDENSER R i i - I DIMIVER DRYER WASHER -- I GFI EXTERIOR d 6 I � I tm CHANDELIERNGIN J I / / iL�'` -_�� SD FIXTURE � \ / DIMM AN HOOb ;1 / R I R \ / R \ _/ 25 JUNE, 2018 GO" H I / R ABC VE \ J __ 23 MAY, 2018 I I Y ;� .YR - - -�- - - MAN rLE I - - - --�FI I HANGIN i \ I I / —1 03 MAY, 2018 (f11 FIXTURE R \ 02 FEBRUARY, 2018 GFI ,/ VENT f�1 ------------------------------- I I 18 JANUARY, 2018 a _ 16 NOVEMBER, 2017 R. +01� qp - -- . - TO ALL I \ ` \ 1 \\ I i I I G AUGUST, 2017 t� , \ - _ D/N/ ?_ 4�4 DpIMMER ' __ -- R i \ .-__3 4 fQ/- 'K J DIMbi!<R I I I I G NOVEMBER, 2016 ----- ---- - �3 9"m KRJ _ ------ ------- GFI 1 ( }3� d 1 42" H DIMMER $$ GFI \` ----' I I I JULY 01 , 2014 . REFR \ / R UNDER 'li' \\ 71 z z/ i i I I I MAY 15, 2012 V V J \ I +p4 ► i I / {fl \ I I ( THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 04 FISHEYE FISHEYE FISHE'�E- 4� ISD CO I O 20 18 ALL RIGHTS RESERVED Y I Y TO I Robert I \ I I � R DOWNSTAIRS I • brown 8 8 d �� \ 8 dbI , I Architect, P.C. KAI 205 Day Ave. Greenport NY EXTERIOR R I Info@ribrownarchitect.com G3 1 -477-9752 qp 0 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, I I GFI r\ ( UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED I - ! ALTERATION MUST BE NOTED, SEALED, AND i \ VENT DESCRIBED IN ACCORDANCE WITH THE LAW. ��® I R / I 8 LF Yl.c3,�\�< \ FIRST FLOOR ELECTRICAL PLAN qp SCALE: 1/4"=P-O" 100 EXISTING EXCEPT A5 NOTED / 1 I \ I CLIENT/OWNER 15LE OF CEDARS I I PETER'5 NECK ROAD I I I I ORIENT, NEW YORK I I � PROJECT TITLE I I RENOVATIONS AND I I I ADDITION S ECO N D FLOOR ELECTRICAL P LAN ELECTRICAL PLANS SCALE: 114"=P-0" EXISTING EXCEPT A5 NOTED 17 -, ;155UE SCALE I, 2b JUNE, 2018 11 � ! D"WING NO t