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1000-111.-15-9
OFFICE LOCATION: fjf soyo MAILING ADDRESS: Town Hall Annex h0 lQ P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 Ou�m,��' 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: January 13, 2022 Re: LWRP Coastal Consistency Review for VASILIS & CHRISTINE FTHENAKIS SCTM#1000-111-15-9 Michael Kimack on behalf of VASILIS & CHRISTINE FTHENAKIS requests a Wetland Permit to demolish and remove existing cottage, foundation, wood deck, and walkway at bluff; demolish and remove existing two-story frame house, foundation and associated structures near Nassau Point Road; construct a new foundation, new one-story dwelling with a 2,476sq.ft. footprint; install an on- grade 684sgf.t. stone and/or brick patio; and to remove six (6) trees of varying calipers. Located: 6925 Nassau Point Road, Cutchogue. SCTM# 1000-111-15-9 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 Policy Standards and therefore is CONSISTENT with the LWRP. This determination is based upon: 1. The new residence does not encroach further seaward that the existing structure. However, to further Policy 4.1 Minimize losses of human life and structures from flooding and erosion hazards. Structures should be located as far from the bluff as possible and vegetative, buffer width maximized. 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 LJ F 1Town of Southold1ZJ22LWRP CONSISTENCY ASSESSMENT FORM nA. INSTRUCTIONS 13oard 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- svP22rting 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# ZZ/ - Zr -_ U 9_ PROJECT NAME^ flW�&A Z-611 _ The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant, loan,subsidy) (c) Permit, approval, license,certification: Nature and extent of action: FTHENAKIS: PROPOSED DEMOLITION AND NEW CONSTRUCTION Demolish and remove existing cottage, foundation, wood deck, and walkway at bluff. Two (2) story frame house, foundation and associated structures near Nassau Point Road. Construct new foundation, one (1) story frame house ( 2476 SF ), with new on grade stone and/or brick patio (684 SF). Remove six (6) trees of varying calipers. Location of action: 16 9Z 6- 0/NT RO.. CU &111f— Site acreage: Q, 74 Present land use: gMp M L NeE AA 111Z Present zoning classification: Z- 40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: V I T&J OT AMI 771VA ir Ti "At/E (b) Mailing address: F Z1'1C1 ZZ'r- Z Oq .� b/x /-&U2 A/.,V 11746 (c) Telephone number: Area Code( } 1 (d) Application number, if any: /y/ lq Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No W� If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. Yes ❑ No ❑ Not Applicable �PasE� N54CI P&IE IA11, GZ/14c &Z/A/ CQN,--Q ef-AoVQ,6 ZM&177011A L A/VlJ U1'r R-A 17M1 df 77LIr= fy-,eea&No IAI& AWMA&Z E p AA1vAl Cd&6M"AJVGZXu G c 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 1:1Yes ❑ No 1a.J Not Applicable OL �Z_ N� P-0 Y1-i/S P,eO ZeCT- /A/ D"/VAT /T 0 1",P4CE 7 C i4AI y A1IS7-o�> Aiyb1 oR 4XC»A,i5OCDy/Q4 f-7jR GY1N�l1►/t� 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 paIBRD TF CT GUlLL IV 0T 4AVMfZL Y ZHRA CE Pte_ F" ClI►//> /,UO I/L D 6,9- 17-09 V Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III— Policies Pages 8 through 16 for evaluation criteria Yes No —1 Not Applicable _ PRO PGtj�2—,, eC>TZ:'cr ZLLL A6 C U��T y MD 6e"l/�14ex— _ ----- I' �FJ'Gap.E�t--_n5►'/ij' 0�" ---- - C0AZ /ter AZ(2 726 Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III — Policies Pages 16 through 21 for evaluation criteria Yes 1:1 No ®Not App hcable SIL/C id N _�- ph7AERZ LL -- 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. � � a Yes No Not Applicable 4012 R,L- N D J17M CE 0A1 ANY &c'D. X"Y -__-- Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes [:] No [:] Not Applicable oY 6Xb7-ZN& U N v4,4 CD AI ccy O C D Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See L)V" Section III— Policies; Pages 34 through 38 for evaluation criteria. Yes ❑ No ❑ Not Applicable A5 Ale 4eF Ot' IIAZ.4 R l(L>s PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye❑ Nog Not Applicable P&ICy 9 NZA 7-7)Wls �r� L 1 C C cf' ,e o& AeeR Me' --- a Xf tU/CG 25Z No V-D — CCiEu to rVRFA o-- z./xme_7' q4 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 LWRP Section III-Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes F-1No � Not Applicable ,qh/ 240 z0Alu-r r T_-Wzr" r1 /S' aL1 e 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 F] K No 1 Not Applicable �C3C/c /l �V A 30 2- c7— 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 9 Not Applicable P�P/1_,ea= b,�'4���'� l QAr1C N07- IN VOGYZ--- &RJC/JLP"jl4V, _ Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III-Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Ap licable PIZ2Cy,& 7_0 M!S ARQzE cr PREPARED BY R A A��CAL TITLE 46,r-t/7— DATE Z 2l LOT NUMBERS REFER TO AMENDED MAP A OF NASSAU POINT' FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON AUG. 16, 1922 AS FILE NO. 156. SURVEY OF PROPERTY AND MAP OF SECTION B NASSAU POINTE CLUB PROPERTIES INC" FILED OCTOBER 4, 1919 AS FILE NUMBER 745 AT NASSAU POINT TOWN OF SOUTHOLD 6VFFOLK COUNTY, M Y. UPLAND AREA FROM BLKHD 29 EXISTING LOT COVERAGE PROPOSED LOT COVERAGE UPLAND AREA FROM BLKHD 29,870 SQ. FT. 1 000-111-15-09 HSE/PORCH/DECK '870 SQ FT 1363 SQ.FT. 2 STY. FR.ADD7N 2349 SQ.FT SCALE.' 1�c�0. POOL/DECK 2221 SO.FT. POOL/DECK 2221 SQ.FT. I 1 JUNE, 6 2014 COTTAGE/DECKS 866 SQ.FT. 2 STY.BLDNG/DECK 496 SQ.FT. 2 STY.BLDNG/DECK 496 SQ.FT. 1 STORY CANTILEVER 330 SQ.FT ;,, ; : ` AUG. 8, 2017 (CERTIFICATIONS) =4946 SQ.FT. rib'b'r; of ;; AUG 9, 2017 RENSIONS 4946/29870= 16.6.`b' =5396 SQ.FT. �'--"�•--_�--._..__. _•. ) S+. 5396/29,870 = 18.09 DECEMBER 14, 2020 (PAPER x'77++ DEC 28, 2020 (PROPOSED JANUARY 11, 2021 N) (REVISIONS) TOP OF BLUFFTOP BULKHEAD MAY 25, 2021 (TOPOGRAPHY) , JUNE 10, 2021 (REVISIONS) LOT 504" '\ P>; POOL SYR al � \ m�\ 326.08' \ \\\;$ ` � \ � •�6--�-- � \ � ,16.3 2� + 0 E qNb\ \\ 1 Mc 4' GATE 1 i��` 9 L 4��' EC14 0 fl£\ \ \ 1 Ani N82'00 00 `3 `� 3g 5 , ; 3z.o'' a; Q I I I \ \ \ \ \ \ Cl. PA O U! i.- C,m: I c;P'o�ledu pOCL ° �. ��' xz -J I I I I I I I i I I I EXISTING 2 STY. FRAME \�� \TI ?�� / 9 y m'�: : I I I' NON1-}U F1 1 I I 1 O �X b' w • U RI I I I 1 I �y HOUSE AND ASSOCUTED • ► ► 1 1 `i 2 LL STRUCTURES TO BE REMOVED. 1 1 IPfiCI,Pt�S 1 �R�IINI� i �% w" 1� \��K\� I)€ -STY. •�� 1 1 1 ILHV�LIP TIO ` 1 W ,' ��� % DITIO 1 131 i 'RPAJ tole LOT 51 �c t t.oma ! t11I �' �� sr?s 0 a R I I N PROPOSED DRIVEWAY 00 EXTENSION �` ����/ Y• � 39�---_ l WkS It o + J EwsnNcseancsrs�v ;; , �� Q i �, / \ 1t \ l I TOP BULKHEAD% O 1� �- \ i � . 5 \32.2' TO �n ar r�ccEn,;' - � \ \ \ \\ \ 1 � O ro �,; \\ 5.d �\ N TOP\QF BLUFF 20.3 y 2 gTRY. w R. x x 0 WATER ��,,,,,,,,,,�yNG w \ 29 0 1 METER i' W�"" ' , \ 317 0 ; rMggR aRB FEN.COR. TOP BLUFF - = 100' SETBACK FROM 0.6'S EL 39.1' O = SAY 2.7 TOP OF BLUFF ASPHALT y5 FEN.COR. 1 STRY CANTILEVER 0.8'N TREE TO BE OVER DRfVEWAY NFI�� 582'00'00 REMOVED WITHIN 100' KEY �••/ � TOP�F BLUFF LOT 5© �OF NE11, • = PIPE CERTIFIED TO: • S'JB1' ■ = MONUMENT VASILIS FTHENAKIS AND CHRISTINA FTHENAKIS � FIRST AMERICAN TITLE INSURANCE COMPANY ,. , TREE TO BE REMOVED ABSTRACTS, INCORPORATED ,x S LIC. NO. 49618 ELEVA77ONS REFERENCED TO NAVD 88 S, P.C. ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEWAQ - ( ; FAX (631) 765-1797 W. YORK STATE EDUCATION LAEXCEPT AS PER SECTION 7209—SUBDINSION 2. ALL AREA=32 248 SLam1 Q. I— . P.O. CER 7If7CA77ONS HEREON ARE VALID FOR 7HIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR ' 12JO TRAVELER STREET COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 14-066 New York Sea Grant W dolt Bringing Science to the Share New York Mr. Vasilis Fthenakis 6925 Nassau Point Rd Cutchogue, NY 11935 October 21, 2020 Dear Mr. Fthenakis, Thank you for your invitation to provide a site visit for the property at 6925 Nassau Point Road in Cutchogue. This land parcel is located on top of a bluff facing the Peconic Bay. A coastal bluff is a geologic landform that consists of unconsolidated materials such as boulders, sand, and clay. Bluffs can be susceptible to erosion from oceanic and atmospheric forces such as wave and wind attack; therefore, many property owners choose to protect and stabilize their bluffs through structural and/or natural methods. New York Sea Grant is able to provide science-based technical information, but any statements are simple observations that lead to an informal assessment. From my visual assessment of the bluff located at 6925 Nassau Point Road on October 2, 2020, the feature appears to be fairly stable. While the slope is steep,the land to the north of the beach access stairs is well vegetated and this should be maintained;the area south of the stairs has vegetation but more bare spots and should be watched. If erosion accelerates, the property owners may elect to use a structural, natural, or nature-based method to stabilize the slope. It is my understanding that the property owners intend to expand their home's footprint away from the coastline. While from my visual observations the bluff face appears stable, an environmental engineer would be able to provide a more thorough assessment of any impacts that construction will have on the property. In addition to potentially hiring a consultant to conduct such an analysis, it might also be beneficial to have a mitigation plan in place in case bluff destabilization does occur as a result of construction. Living on the water elicits risk such as erosion and/or flooding. There is no guarantee that the property will always be stable, but homeowners should be educated on the best methods to protect their land; many such resources currently exist and can be found on the New York Sea Grant website. If additional, or specific, information is needed please feel free to contact me for continued support. It is also important to note, most coastal construction is regulated and requires permits from multiple entities; before beginning any work, be sure to reach out to your local, state, and federal agencies. Sincerely, Kathleen M. Fallon PhD Coastal Processes and Hazards Specialist New York Sea Grant 631-632-8730 New York Sea Grant Administrative Offices at StonyBrook 3.46 Suffolk Hall - Stony Brook, NY .. • -sgstonyb@corneIl.edu www.nyseagrant.org EAAE, Evan Akselrad Engineer January 12, 2021 Vasilis Fthenakis 6925 Nassau Point Road Cutchogue,NY 11935 Mr. Fthenakis, I visited the site the other day and inspected the bluff. I have also reviewed the site plan prepared by Peconic Surveyors as well as your other preliminary planning documents. Based on this review it is the opinion of this office that the new work planned, due to its distance from the bluff, more than 15 feet, will not detrimentally impact the stability of the bluff. We do however recommend that for any soil work within ten feet of the top of the bluff, mechanical or power equipment should not be employed and should be performed with hand tools only. If you have any questions please do not hesitate to contact this office. Very truly yours, Evan Akselrad P.E.,NY 061661 16 Jay Street,Third Floor New York,NY 10013 917.689.0301 eakselrad@livexom FTHENAKIS RESIDENCE N, VASILIS FTHENAKIS 6925 NASSAU POINT RD CUTCHOGUE,NV11935 DAVID MARTINS Rr1,I1.0 CERTIFIED 1021.II.IIANROAD ZONING BOARD OF APPEALS LETTER: N'MOWl NY 111637 email:dm@arcl3itectsrmad.com To whom it may concern, cell:(63"1332-3021 I am writing to you today as the licensed architect for the Fthenakis Residence at 6925 Nassau Point Rd in the Hamlet of Cutchogue. After having worked with the owners on the design of their new home and the placement of the dwell- ing on the property,there are a few factors which influenced the final placement we would like to share with the board: 1) The proposed structure starts 22'away from the edge of the bluff,which is 10'further inland than the current structure,while the southern section of the structure starts 32-39'away from the edge of the bluff.Moving it further inland will classify the home as a three-story dwelling due to the sloping terrain of the property.Three story dwellings are not permitted in the Zoning Code of the Town,and construction of the three-story dwelling will create a financial hardship to the owner(more expensive construction and sprinkler systems). 2) Moving the proposed structure further inland.would necessitate the removal of the current 20 X 40 swimming pool and expensive reconstruction of such a pool and slopped terrain.After having re- viewed the cost of removing and replacing the pool,the process will also create a financial hardship for the owner,requiring them to spend more than they can afford. 3) As assessed by Evan Akselrad,structural engineer,construction at distances further than 1 5f from the edge of the bluff does not present any risks to the integrity of the bluff. (See attached letter from the structural engineer). I hope this aids in your decision. Sincerely, David Martins RA EM _ ----------_. ___ _ ...... _ ..._ __. ________.__.__ .___ __ ijjr Google Earth X + �� — ❑ i/iweb/search/6925+Nassau+Point+Rodd,+Cutchogue,+NY/f�40.99869093,-?2.44032636,22.1867438 a,29 .20977 36d,35yCh,O W, /data=Cigi9gokCeeuvmo94Ed... 00 10 t v-- �, x✓ Y 6 t .,,�;�� '� '§�• 1 u, � � "--ups z � 4 1:09 PM 10,23,2021 WIN ON I mmvmwm� r�'$. s v — Google Each x + ❑ X )m/web/search/6925+(Nassau+Point Road.+Cutchogue+NY/@40,99869093,-72.44032636,22,18674387a,293.2097736d,35y,261.36180986h,Ot,d€/data=CigiJgokCe... � 0 h ' P eww a r� Aw- r � 1:08 PM 10123/2021 FEMA-(//wwwfemagaz) FEMA Flood Map Service Center: Search By Address Navigation Enter an address,place,or coordinates:Q 6925 nassau point road,cutrchogue,N.Y. Search Search Whether you are in a high risk zone or not,you may need Flood insurance fhttr+s//www fema gov/national-flood-insurance-RL4gtaMl because most homeowners insurance doesn't cover Flood damage.If you live in an area with low or moderate Flood risk,you are 5 times more likely to experience flood than a fire in your home over the next 30 years.For many,a National Flood Insurance Program's flood insurance policy could cost less than Languages $400 per year.Call your insurance agent today and protect what you've built. Learn more about jMQLv9kLg0jWjjL(bjLps//www.fcma.gov/what-miL g&m)to reduce flood risk damage. 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M Z r'♦' ` w 1" . � o �,s 'p 6 ,+ ♦, \,w,��`� i' 4 `3 onset � ,:3 # 'A $ t .i A'1"Wq tYa 41"1 ' i w' '3;�-ti' z` a ♦ sx f,A' �'.. }2 i t .,t .Nc, jFy' 33.1 NA�•.,• ..' v ,' (7a �`,�.''" �••/ �...� r4 rx: N7 £:� of �q _ ��' •`°yy 3 ' +„' '�c°.�✓ _ v �1. �` a .�c' ° Q a^ tea.. d d y ,n e� "—",•� ,a —�� a e ! 14 74 '1 ____ �� �`•�\b '..,w '';: wsrn o ,.. �t�� rz� 4 N Fwe[i u�Pp wt 1 EE"'�r<„� S(,'M l�*r z *• � sce sec o � 3•izae at ' DgaoSbti} ao Cp d' L K;.�..ne rr,.,:.«;y;..,•s. _. � I COUNTY OF SUFFOLK Sf rnNOCE 10002 Nn - __ OtM4M I mTTMEWnKa.K,6uT,M Y:E ax N nu_ap__ _ __•—— �_— .w..,.r „” r.... v )qI('n,erRx.•,1hwkK A'Y 1/90/ N' g 6 rN1 vonrpx b ac M , � SOUTNaO 111 1 • w,u r 'w • • Wu01FNTRi11Ate0,CEM • yy,.y x. y ,. _ , .. 102 tit?6AN 0AID t:�CO'iStl tiY'I` ; ifall :3323021 PROJECT FTHEINIAKIS RESIDENCE 6925 NASSAU POINT RD, CUTCHOGUE,NY 11935 GATE: 06/2021 PROJECT NO" 3521006 REVISION DATE 1 SUBMITTED FOR ZBA 06/2021 2 3 4 5 6 NOTES: 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF x.: AO i•. � :f: THE ARCHITECT PRIOR T NG a Q MO COMMENCING CON STRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. i 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL LET APER LVING \. \ ATTACHMIENT PROBE HOOKSRGR BE ETC. BARS, a ' � TAI ,i P7- A � \> 2 ... 3.NO WORK TO COMMENCE UNTIL A BUILDING PERMIT IS ISSUES. 4.THESE PLANS COMPLY WITH THE 2015 INTERNATIONAL ENERGY CONSERVATION CODE. �It1 TITLE SHEET SCALE: 1/4"41-011 Em BRAINN BY: DM 1 R ST--, PAPE-- N 82 °00'00" E 326.08' " 34 36i 38 \ 40 42 - �. . 1 ( I +26I 2I -I WA\LLII I II► BULKHEAD _ - i42-38 -B. 32 \ 36 132 I28 12420 16 EXISTING POOL EQUIPMENTTO 112 REMAIN. H10?S'2C1.€1hUSAFIMTHROAD Noon ■� Tlfi) -� \ \ 1\ \ - - - 36 a W I I I I I I I I I, I I I \ ba \in \, a I I I I g87 CK I I m EXISTING WOOD FRAME(2)STORY \ \ ei'w \ v 42�-- - E I48 I REA SEBA I I (n / WOOD FRAME DWELLING TO BE \ 39.5' EL.3 0 p EL 41.0' -_1 30 I I I I o REMOVED. _ - - v��38 \40 I I I BUILDING AREA \ X ® 32.0' I I �43. ' I I I I I I II I II I I I I Ism 0 I-- = EXIST POOL � I O Do :E 67.33' I 2SET ACKF 147 I 1 1 1 1 1 1 II I I II I I I �1/ \ \ 82 ei p U_ BLUFF SETBACK I V I 28 \ 0: I III I I E�CISTINra COT AGE 4Np I I I I I� _.___..______ DECK TO BE MOVED: I I PROJECT \ EXIST POOL DECK . aI I I I I( I ? FTHE KISN33.5 EL 3t (2)STORY _ _ / EL.35' D FRAME 0O RESIDENCE x 4 _ 1.3375' DWELLING aF \ _-- \I 32� 11.0' 66.62 EL RIDGE H J _1^ \/ I \ �ETAININ ALL Q5 41.0 EL GROUND FL. 'y__38 \ Q5 31.0 EL CELLAR FL. EL. 7.0 r. Els 9.�' 30, 32 EL.36.25' -8y�6 .�`-��/36� / / // / // / / // / // 6925 NASSAU POINT RD, CUTCNOGUE,NY11935 \ b I� /34 / / / / / EXIST \ N .a, \ ( - /32 / / / / / // f STEPS DATE: 06/2021 _ / / / / / / // ' ` PROJECT NO. 3521006 WATER 1C)0.9. � � XI METER FRONT SETBACK l4- - - , srlwG Sal S O BUILDI G AREA -20 `-- - Vii'' _-\ 35.0' �� - ,3$��� ` ( I I I O ': I ! L) I O `"•'" 30 32\ 34 EL.35.0 � I 1 SUBMITTED FOR zBA 06/2021 M EXIST(2)STORY p - L.30.5- EXIST BLUFF \ \ \ I� f W _....,. .. 68.1 i ■ \�� m m ��" z 1 m m SETBACK I G I I BULKHEAD z WOOD FRAME n N � a w o\ 1 EL.8.8' coil GARAGE 71 00 -a W t N Q 6 OASPHALT DRIVEWAY x 26 w awiww� w �� w wwrww� w w wwa w wwww w � \ w �� w w w��w• w �w� w � I i 1w��` w �- 28 30 32 34 36 38' 32 l 28 1 24 1 20 ` 16 12 \ LL NOTES: 26 �EOt4830 26 22 1814 1.THE CONTRACTOR SHALL VERIFY ALL � � � � � 1O � EXISTING AND PROPOSED CONDITIONS ON S82 °00'00"W 317.29 \� THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES \0 I MUST BE BROUGHT TO THE ATTENTION OF m THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES AVERAGE GRADE CALCULATIONS INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING SITE PLAN 41+37 =78/2=39X32.0 = 1,248 ATTACHMENT,ROBE HOOKS,GRAB BARS, 1. 0 10 20 30 40 50 37+35 -72/2-36X30.0 - 1,080 ETC. SCALE: 1"-20-0^ 35+33.75 =68.75/2=34.375 X 11.0 -378.125 3.33.75+30.5 =64.25/2=32.125 X 35.0 = 1,124.375 BUILDING PERMIT IS ISSUES. WORK TO COMMENCE UNTIL A 30.5+35.0=65.5/2=32.75 X 35.0 = 1,146.25 B 35.0+36.25=71.25/2=35.625 X 31.5 = 1,122.1875 36.25+37 -73.25/2 =36.625 X 8.0 =293 THESE PLANS COMPLY WITH THE 2015 IN 37+41=78/2=39 X 43.5 = 1,696.5 INTERNATIONAL ENERGY CONSERVATION CODE. 8,088.4375/226=35.79 PRE-EXISTING AVERAGE GRADE=35.79 SECTION: 111 NOTE: AVERAGE GRADE: THE INFORMATION USED FOR THE INFORMATION USED FOR THIS SITE PLAN WAS OBTAINED 25 BLOCK: 15 THIS SITE PLAN WAS OBTAINED DIRECTLY FROM THE SURVEY. (SEE SURVEY ATTACHED) ' South6Id DIRECTLY FROM THE SURVEY. LOT: 09 n (SEE SURVEY ATTACHED) 205 ZONING REQUIREMENTS FOR PRINCIPAL STRUCTURES IN ZONE "R-40" ^'•.g ` -'. ' • t a REQUIRED EXISTING/PROPOSED a = LOT AREA 40,000 SF MIN * 32,248 SF(EXISTING) th„ .•-1K.•„..�� LOT WIDTH 150 MIN * 100.25 (EXISTING) � ®• LOT DEPTH 250' MIN 317.29'(EXISTING) ... - FRONT SETBACK 50' MIN 160.1'(PROPOSED) `' 5925 Nassau- t ; 6925 Nassau - - SIDE SETBACK 15 MIN 15.0 (PROP)20.25 (EXIST&PROP) New Suffolk Point Rdt �:';• \.t. t. 3:t:•3r; .r:z Point Rd . 35'AGGREGATE MIN 35.25 EXIST&PROP �:•' ` _• . ( ) .,, <=t 25 �, BACK {j} MortenC 'w STORIES 2.5 STORIES 2 STORIES PROP REAR SET 50' MIN 98.75'(PROP) r ; Wildlife he Laurel c ,< T(10,l f a#I HEIGHT 35' MAX TO RIDGE 30'-10"(PROPOSED) LOT COVERAGE 20%(6,449.6) SEE SURVEY(COMPLIANT) Country t lmb � t ZONING REQUIREMENTS FOR TOP OF BLUFF Att, = REQUIRED EXISTING/PROPOSED = Golf\. North Se<t DRIVEWAYSETBACK 100' MINIMUM ** 68.1'(PROPOSED) SITE PLAN RESIDENCE SETBACK 100' MINIMUM ** 21.1'(PROPOSED) bd SANITARY SYSTEM SETBACK 100' MINIMUM COMPLIANT (PROPOSED TBD) Z IGF <. POOL/PATIO SETBACK 100' MINIMUM ** 67.33'(PROPOSED) E PLAN * EXISTING NON CONFORMING ** VARIANCE REQUIRED KEY PLAN ZONING CALCULATIONS ZONING MAP . 2 3 4 DRAWN BY: DM CONSTRUCTION LEGEND of NEW 8" POURED CONCRETE FOUNDATION Al 1 WALL OVER 8"THICK X 16"WIDE A300 POURED CONCRETE FOOTING. INSTALL 5/8"ANCHOR BOLTS @ 36"O.C. 43'-0" POURED CONCRETE FOUNDATION WALL NEW 10" POURED CONCRETE 6'-0" 32'-0" A2 FOUNDATION WALL OVER 10"THICK X 20"WIDE POURED CONCRETE FOOTING. g" 5'-4" A3 A2 INSTALL 5/8"ANCHOR BOLTS @ 36"O.C. A3 NEW 10"THICK POURED CONCRETE 0 ❑ 00 FOUNDATION WALL OVER 10"THICK X – 20"WIDE POURED CONCRETE FOOTING. INSTALL 5/8"ANCHOR BOLTS @ 36"O.C. I'JEW NEW NEW VAPOR BARRIER AND 2X4 WOOD B'4 STORAGE STUDS W/R-13 BATT INSULATION &5/8" \ 005 MOISTURE RESISTANT GYP. BOARD ON ttr~'I.ul.last(,;sanutt e / 006 A2 N{C(tNSCFNY t17F7 / \ (1 -8"X 6-0 ) / \ (14'-1t "X�`-0") INTERIOR.SILL PLATE TO BE ACQ 09 N TREATED. 0setr_tt;t,l;tc,st,.=nlr, ,A V-1P1 O / \ \ B NEW 2 X 6 WD STUDS @ 16"O.C.WITH 1/2"GYPSUM WALL BOARD ON INSIDE AND 1/2"CDX PLYWOOD ON EXTERIOR. LAP SIDING VENEER ON EXTERIOR W/ INSULATION AT STUD CAVITY TO BE R-21 / ATT INSULATION.SOLID WOOD BLOCKING 00 ❑ @ MIDPOINT OF STUDS TYP. -- -- PROJECT P1 1/2 DSTUDS @ 1 O.C.WITH FE GYPSUM BOARD ON BOTH I-- SIDES.SOLID WOOD BLOCKING @ RESIDENCE UP MIDPOINT OF STUDS TYP. 0 M m 6 cr 5/8"GYPS UMSTUDS @ WD BOAR6D10R WITH MOISTURE RESISTANT CEMENT BOARD IN 6925 NASSAU POINT RD, BATHROOMS WHERE TILE IS TO BE CUTCHOGUE,NY 11935 INSTALLED.SOLID WOOD BLOCKING @ DATE: 06/2021 MIDPOINT OF STUDS TYP. PROJECT NO, 3521006 4X4 WOOD POSTS ARE(2)2X4 WOOD REVISION DATE POST NAILED TOGETHER OR STEEL 1 SUBMITTED FORZBA 06/2021 COLUMN DOWN(SEE PLAN) 2 NEW `0 3 REC. ROOM/GYM 4X4 WOOD POSTS ARE(2)2X4 WOOD A A3 004 POST NAILED TOGETHER OR STEEL 5 (29'-4"X 28'-6") COLUMN ABOVE(SEE PLAN) 6 47R48NOTES: F__ — UP o 1.THE CONTRACTOR SHALL VERIFY ALL � EXISTING AND PROPOSED CONDITIONS ON J I J N OOID &HEIGHT DR WIDTH THE CONSTRUCTION DOCUMENTS WITH a 3'-4" 11'-0" a THOSE AT THE SITE.ANY DISCREPANCIES NEW DOOR, HARDWARE AND CASING 3r � � L � � � � A3 Z MUST BE BROUGHT TO THE ATTENTION OF I— - — THE ARCHITECT PRIOR TO COMMENCING O I BE_T � _�� � CONSTRUCTION.THE CONTRACTOR SHALL 1 z ISCREPANCIES 4 i �x L 11 J z NOT REPORTEDLTO TTHFOREARCHITECT ONCE AWORK HAS COMMENCED,EXCEPT FOR N � EXISTING DOOR, HARDWARE AND HIDDEN CONDITIONS WHERE APPLICABLE. 200 � N L ❑ � CASING Lu 0 IFRAMOVIDE ING FOR AOn BLOCKING IN LL ACCESSORIESWALL Z NEW Z INCLUDING BUT NOT LIMITED TO:TOWEL v STORAGE v 1 ELEVATION NUMBER BARS,TOILET PAPER HOLDERS,SHELVING w 006 w A300 ATTACHMENT,ROBE HOOKS,GRAB BARS, t D o I = (14,_10„X 7'-0") DRAWING NUMBER ETC. a. i A2IL P2 a , DETAIL NUMBER 3.NO WORK TO COMMENCE UNTIL A LlI I 1 BUILDING PERMIT IS ISSUES. (D A300 DRAWING NUMBER 4.THESE PLANS COMPLY WITH THE 2015 INTERNATIONAL ENERGY CONSERVATION / CODE. CEILING HEIGHT-SEE PLAN 0 Nrf::: N ❑, @ - 04 tc n I up- 00 t7i / N 0 J � V \ <A3 10 M P2 I NEW MUDROOM 002 z t3 / UP 5 @ .25 NEW 01 00 0 (2)CAR GARAGE P2 _ DRAWINGS SUBMITTED FOR C° ARCHITECTURAL REVIEW N 000 :� (24'-0"X 21'-6") N BOARD APPROVAL NEW LAUNDRY RM ( ENERGY CODE COMPLIANCE STATEMENT FO-0-11 I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED i ( e— :v 8a,2aF) I DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE C PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE ` 2017 NYSECCC AND WITH THE 2017 NYSECCC SUPPLEMENT. o COPYRIGHT© (p A2 A3 I W D ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE L — — J L L — J DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUTTHE WRITTEN CONSENT OFTHE ARCHITECT. PROPOSED EOU D./ PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S � lieWORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. CELLAR FLOOR 01 15'-0"FLOOR ABOVE 40 35'-0" 1 8'-0" OWNERSHIP AND USE OF DOCUMENTS: PLA DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE AND SHALLTHE 43'-0" POURED CONCRETE FOUNDATION WALL I PROPERTYOFONAL . THE THESE DOCUMENTS AIRENOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF DAVID MARTINS ARCHITECT. O_f�ROPOSED CELLAR/FOUNDATION PLAN " A300 HEADER SCHEDULESCALE: 1/4"= 1'-0" OPENING HEADER UP TO 4'-0" (2)2"X S"WOOD 4'-0"TO 6'-0" (2)2"X 10"WOOD 6'-0"TO 10'-0" (2)2"X 12"WOOD "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. �xy SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS D?TA£N#S 6: DM CONSTRUCTION LEGEND NEW 8" POURED CONCRETE FOUNDATION 4l _ WALL OVER 8"THICK X 16"WIDE C.D i 1 1 POURED CONCRETE FOOTING. INSTALL A201 A300 5/8"ANCHOR BOLTS 136"O.C. 58'-0"NEW WOOD FRAME GROUND FLOOR . NEW 10"POURED CONCRETE 26'-0" 32'-0" A2 FOUNDATION WALL OVER 10"THICK X 6'-0" 20"WIDE POURED CONCRETE FOOTING. , ; INSTALL 5/8"ANCHOR BOLTS @ 36"O.C. I B 4- 3 NEW 10"THICK POURED CONCRETE PANTRY FOUNDATION WALL OVER 10"THICK X — ® — — — — — — — — 20"WIDE POURED CONCRETE FOOTING. ' INSTALL 5/8"ANCHOR BOLTS @ 36"O.C. - NEW VAPOR BARRIER AND 2X4 WOOD NEW STUDS W/R-13 BATT INSULATION&5/8" \ PREP AREA MOISTURE RESISTANT GYP. BOARD ON ffkT'I`1s'I NY 11161) 0 INTERIOR.SILL PLATE TO BE ACQ \ 108 / i+V1?YRCEIIIr,Isr.AiI ry' c (0'-Q"X 31'-0") P2 TREATED. ;' NEW LOUNGE DSTUDS „ WITH 109 D - 1/2"GYPSUM WALLL BOARDON INSIDE (11,6„X 0„) AND 1/2”CDX PLYWOOD ON EXTERIOR. uj LAP SIDING VENEER ON EXTERIOR W/ co INSULATION AT STUD CAVITY TO BE R-21 BATT INSULATION.SOLID WOOD BLOCKING ❑ @ MIDPOINT OF STUDS TYP. PROJECT P1 NEW 2 X 4 WD STUDS 116"O.C.WITH F E ASIS 1/2 GYPSUM WALL BOARD ON BOTH SIDES.SOLID WOOD BLOCKING @ RESIDENCE MIDPOINT OF STUDS TYP. o � — NEW P2 NEW 2 X 6 WD STUDS @ 16"O.C.WITH 5/8"GYPSUM WALL BOARD OR `Y' a GREAT ROOM B 6925 NASSAU POINT RD, 107 MOISTURE RESISTANT CEMENT BOARD IN L — L I (�5 0"X 31'-0") CUTCHOGUE,NY 11935 BATHROOMS WHERE TILE IS TO BE 8 �,� INSTALLED.SOLID WOOD BLOCKING @ DATE: 06/2021 MIDPOINT OF STUDS TYP. PROJECT NO. 3521006 viQ I 4X4 WOOD POSTS ARE(2)2X4 WOOD REVISION DATE L -1 I ® POST NAILED TOGETHER OR STEEL 1 SUBMITTED FORZBA 06/2021 o COLUMN DOWN(SEE PLAN) 2 6'-0" io 3 40 L _ J 4X4 WOOD POSTS ARE(2)2X4 WOOD 5 POST NAILED TOGETHER OR STEEL COLUMN ABOVE(SEE PLAN) P1 NOTES: 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON 11'-0" / ( DOOR WIDTH &HEIGHT THE CONSTRUCTION DOCUMENTS WITH 17R 8.2 DN o CV THOSE AT THE SITE.ANY DISCREPANCIES p 5'-9" 5'-3" O MUST BE BROUGHT TO THE ATTENTION OF J NEW DOOR, HARDWARE AND CASING THE ARCHITECT PRIOR TO COMMENCING LL B a CONSTRUCTION.THE CONTRACTOR SHALL p z BE RESPONSIBLE FOR DISCREPANCIES 7R 8.2 " I Up I WORK 0 NOT EHAS COMMENCED,EXCEPT FORCE 1 HIDDEN CONDITIONS WHERE APPLICABLE. w M w EXISTING DOOR, HARDWARE AND A200 M 1 CASING _ 2.PROVIDE WOOD BLOCKING IN WALL !p U. '4202 FRAMING FOR ALL ACCESSORIES O &D p INCLUDING BUT NOT LIMITED TO:TOWEL 3 NEW 3 1 ELEVATION NUMBER BARS,TOILET PAPER HOLDERS,SHELVING ATTACHMENT,ROBE HOOKS,GRAB BARS, `1 PO CRH \ 1-1FOYER I w A300 DRAWING NUMBER ETC. z o ` z o _ 105 - _ (g0.6 X 0 2 ) Q 3.NO WORK TO COMMENCE UNTIL A `i (1 '-0"X 4'-0") \ 1 1 DETAIL NUMBER BUILDING PERMIT IS ISSUES. A300 DRAWING NUMBER 4.THESE PLANS COMPLY WITH THE 2015 INTERNATIONAL ENERGY CONSERVATION CODE. io ❑ P2 9,-0„ CEILING HEIGHT-SEE PLAN CLOS — NEW PR B of 106 P2 FIREPLACE (5'-6"X 3'-0" — — — 2'-4" NEW \ W.I.C. \ 100 (V B P2 ❑ D/W 0 0 P2 M. BEDROOM NEW DRAWINGS SUBMITTED FOR M. OFFICE N � \x Y ARCHITECTURAL BOARD APPROVAL NEW W.C: 102 N / \ ( '-6"X�1-Ori) LN. (21'-0"X x.7'_6") SHOWER F / CLOSET ENERGY CODE COMPLIANCE STATEMENT \ \ I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED \ ❑ DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY \ NEW P1 N KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE u M. BATH e-I 2017 NYSECCC AND WITH THE 2017 NYSECCC SUPPLEMENT. '1 101 (1 '-0"X 12'-G") COPYRIGHT© _ _-_I .n: •„ Cc ,i;,, ' . ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE )LN. ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE B SCLOSED,OR USED IN ANY MANNER WI HOUDTTHEWRITT NI CONSENT OFTHE ARCHITECT. PROPOSED PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECTS WRITTEN CONSENT. GROUND FLO OR 19'-4" 10'-6" 20'-2" OWNERSHIP AND USE OF DOCUMENTS: PLAN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE 501-01, I $'_�" PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN 58'-0" NEW WOOD FRAME GROUND FLOOR I AUTHORIZATION OF DAVID MARTINS ARCHITECT. SCALE: 1 1 HEADER SCHEDULE A203 A300 OPENING HEADER UP TO 4'-0" (2)2"X 8"'WOOD &TRopo SED GROUND FLOOR PLAN 4'-0"TO6'-0" (2)2"X 10"WOOD 6'-0"TO 10'-0" (2)2"X 12"WOOD SCALE: 1/4"= 1'-O" "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. DRAWN Y: DM SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS CONSTRUCTION LEGEND 4— WALLNEW 8" POURED CONCRETE FOUNDATION OVER 8"THICK X 16"WIDE 1 1 POURED CONCRETE FOOTING. INSTALL A201 A300 5/8"ANCHOR BOLTS @ 36"O.C. NEW 10" POURED CONCRETE 27'-0" NEW WOOD FRAME SECOND FLOOR I 5'-0" DECK A2 FOUNDATION WALL OVER 10"THICK X 20"WIDE POURED CONCRETE FOOTING. INSTALL 5/8"ANCHOR BOLTS @ 36"O.C. B A3 NEW 10"THICK POURED CONCRETE _ QUEEN FOUNDATION WALL OVER 10"THICK X Ll 20"WIDE POURED CONCRETE FOOTING. CLOSET INSTALL 5/8"ANCHOR BOLTS @ 36"O.C. o NEW VAPOR BARRIER AND 2X4 WOOD STUDS W/R-13 BATT INSULATION&5/8" F- FUTURE _ MOISTURE RESISTANT GYP. BOARD ON N� cCoNs rNY IIiv,i BEDROOM 4 '3_u,=. INTERIOR.SILL PLATE TO BE ACQ (3°\I; ,2 `21 203 0� TREATED. B NEW 2 X 6 WD STUDS @ 16"O.C.WITH 1/2"GYPSUM WALL BOARD ON INSIDE i W AND 1/2"CDX PLYWOOD ON EXTERIOR. a LAP SIDING VENEER ON EXTERIOR W/ P1 INSULATION AT STUD CAVITY TO BE R-21 BATT INSULATION.SOLID WOOD BLOCKING NEW @ MIDPOINT OF STUDS TYP. PROJECT BEDROOM 3 P1 NEW 2 X 4 WD STUDS @ 16"O.C.WITH FTHENAKIS CLOSET CLOSET 202 1/2"GYPSUM WALL BOARD ON BOTH RESIDENCE �� I SIDES.SOLID WOOD BLOCKING @ (14 O X ll'-4") MIDPOINT OF STUDS TYP. vi P2 B %n b <6>- 2 NEW 2 X 6 WD STUDS @ 16"O.C.WITH 5/8"GYPSUM WALL BOARD OR 6925 NASSAU POINT RD, \ MOISTURE RESISTANT CEMENT BOARD IN CUTCHOGUE,NY 11935 0 0NEW 0 BATHROOMS WHERE TILE IS TO BE i , DECK _j INSTALLED.SOLID WOOD BLOCKING @ DATE. 06/202[ z P1 205 z MIDPOINT OF STUDS TYP. PROJECT NO. 3521006 0 BEDROOM 5 NEW (430 FUTURE '-6fw X 5s-Ok}) 0 4X4 WOOD POSTS ARE(2) 2X4 WOOD REVISIM, [BATE BATH 3 N [3 POST NAILED TOGETHER OR STEEL 1 SUBMITTED FOR ZBA 0612021 204 201 w COLUMN DOWN(SEE PLAN) a (12°-0"X 10'-6") (8 4X4 WOOD POSTS ARE(2) 2X4 WOOD � '-1O"X1.1'_4„) a � 5 0 0 POST NAILED TOGETHER OR STEEL 6 0 P2 0 COLUMN ABOVE(SEE PLAN) P1 CLOSET z z NOTES: 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON / NEW L9 `t / x —DOOR WIDTH&HEIGHT THE CONSTRUCTION DOCUMENTS WITH (h N THOSE AT THE SITE.ANY DISCREPANCIES BEDROOM 2 MUST BE BROUGHT TO THE ATTENTION OF 200 NEW DOOR, HARDWARE AND CASING THE ARCHITECT PRIOR TO COMMENCING ❑ (14'_0”X 11'4") CONSTRUCTION.THE CONTRACTOR SHALL vi BE RESPONSIBLE FOR DISCREPANCIES 17R 8.2 / NOT REPORTED TO THE ARCHITECT ONCE DN WORK HAS COMMENCED,EXCEPT FOR 1 EXISTING DOOR, HARDWARE AND HIDDEN CONDITIONS WHERE APPLICABLE. A200 1 CASING 2.PROVIDE WOOD BLOCKING IN WALL a '4202 FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL ELEVATION NUMBER 4A300 �:: BARS,TOILET PAPER HOLDERS,SHELVING ATTACHMENT,ROBE HOOKS,GRAB BARS, ❑ DRAWING NUMBER ETC. P1 P1 DETAIL NUMBER BUILDING R PERMIT IS ISSUEK TO COMMENCE S. A (OMEN TO 1 BELOW) NEWo A300 DRAWING NUMBER 4.THESE PLANS COMPLY WITH THE 2015 / BATH 4 \ / INTERNATIONAL ENERGY CONSERVATION o 205 / CODE. � (5'0='X 1 _ __} CEILING HEIGHT-SEE PLAN B CD / 21'-4" 27'-0" NEW WOOD FRAME SECOND FLOOR 5'-0" DECK DRAWINGS SUBMITTED FOR ARCHITECTURAL REVIEW BOARD APPROVAL ...__ \\ ENERGY CODE COMPLIANCE STATEMENT 1 THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED \ DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE I PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE f s I 2017 NYSECCC AND WITH THE 2017 NYSECCC SUPPLEMENT. COPYRIGHT© f „ ALL DRAWINGS AND WRITTEN MATERIAL,APPEARING HEREIN — — CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANYSED SECOND MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. PLAN OWNERSHIP AND USE OF DOCUMENTS: 1 1 DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE A203) PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF DAVID MARTINS ARCHITECT. PROPOSED SECOND FLOOR PLAN 1 HEADER SCHEDULE SCALE- 1/4"= 1'-0" OPENING HEADER UP TO 4'-0" (2)2"X 8"WOOD 4'-0"TO 6'-0" (2)2"X 10"WOOD 6'-0"TO 10'-0" (2)2"X 12"WOOD "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. DRAWN BY: DM SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS CONSTRUCTION LEGEND 1 ELEVATION NUMBER A300 DRAWING NUMBER LJW 1 DETAIL NUMBER A300 DRAWING NUMBER CEILING HEIGHT-SEE PLAN 1I?�!li 1!a>3!I11nri rleu<<u N.CE?;":SCt N1'117^ (a1J-'2`32^•'�21 66.62'AVERAGE PROJECT GRADE FTHE AIS RESIDENCE 6925 NASSAU POINT RD, CUTCHOGUE,NY 11935 RATE 06/2021 PROJECT NO. 3521006 W REVIS10% DATE C7 Q 1 SUBMITTED FOR IBA 06/2021 — — — — — — — — — — — — — — — — — — — — — 2 LL 3 O a 4 5 i O C? 6 ! _ H 00 OO W I -' p - O Q �- � _ EW NDTE�. I _ NEW_ NEW ', 'i NEW N \ w 1.THE CONTRACTOR SHALL VERIFY ALL \�� a EXISTING AND PROPOSED CONDITIONS ON It THE CONSTRUCTION DOCUMENTS WITH 51.00'SECOND F.F. wTHOSE ATTHE SITE.ANY DISCREPANCIES Q MUST BE BROUGHT TO THE ATTENTION OF z THE ARCHITECT PRIOR TO COMMENCING -- N CONSTRUCTION.THE CONTRACTOR SHALL X BE RESPONSIBLE FOR DISCREPANCIES _ Lu NOT REPORTED TO THE ARCHITECT ONCE �� �\ - - - - - - - - - L,1 � WORK HAS COMMENCED,EXCEPT FOR I a HIDDEN CONDITIONS WHERE APPLICABLE. m 2.PROVIDE WOOD BLOCKING IN WALL j, FRAMING FOR ALL ACCESSORIES NEW I NEW I o o INCLUDING BUT NOT LIMITED TO:TOWEL ti BARS,TOILET PAPER HOLDERS,SHELVING fflElo th ATTACHMENT,ROBE HOOKS,GRAB BARS, � NEW — NEW ETC. NEW NEW 3.NO WORK TO COMMENCE UNTIL A 41.00'GROUND F.F. BUILDING PERMIT IS ISSUES. � \� \� � _ _ 4.THESE PLANS COMPLY WITH THE 2015 INTERNATIONAL ENERGY CONSERVATION \ - - - - - - - - CODE. 30.50'GRADE \ \ 35.79'AVERAGE GRADE \ \ 60 31.00'CELLAR SLAB F.F. 30.50'GRADE NEW TWO STORY WOOD FRAME DWELLING DRAWINGS SUBMITTED FOR EST ELEVATION (PRELIMINARY) ARCHITECTURAL REVIEW 1 WBOARD APPROVAL SCALE: 1/4" 1'-0" ENERGY CODE COMPLIANCE STATEMENT I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY KNOWLEDGE,BEL IEFAND PROFESSIONAL JUDGEMENT,THESE -- PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE I 2017 NYSECCC AND WITH THE 2017 NYSECCC SUPPLEMENT. I ' COPYRIGHT© ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. WEST ELEVATION PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECTS WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF DAVID MARTINS ARCHITECT. SCAll- HEADER SCHEDULE OPENING HEADER UP TO 4'-0" (2)2"'X 8"WOOD 4'-0"TO 6'-0" (2)2"'X 10"WOOD 6'-0"TO 10'-0" (2)2"'X 12"WOOD "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ENGINEERED LUMBER TO BE MICROLAMIINATED MEMBERS W/A A 2 PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. PROVIDE TWO JACK STUDS IF HEADEIR IS 3'-9"OR LARGER. PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS DRA17 Y- oM CONSTRUCTION LEGEND 1 ELEVATION NUMBER A300 DRAWING NUMBER 1 DETAIL NUMBER A300 DRAWING NUMBER CEILING HEIGHT-SEE PLAN it1"{ti!!FY I?P.:�D 'c'2t1^t1 N`S€€NSFF NY 11 IN DI":;�`I?Ctil!t,Gl Sf3Aii.G(?ee PROJECT 66.62'AVERAGE FTHENAKIS GRADE RESIDENCE 6925 NASSAU POINT RD, CUTCHOGUE,NY 11935 DATE: 06/2021 PROJECT NO. 3521006 w REVISION DATE t� — — — — — — — — — — — D SUBMITTED FOR ZBA 06,2021 \ — — — — — — — — — — 2 LL 3 O a 4 0 5 \, 0 0OP 60 6 wFD NOTES: w 1.THE CONTRACTOR SHALL VERIFY ALL w EXISTING AND PROPOSED CONDITIONS ON 51.00'SECOND F.F. THE CONSTRUCTION DOCUMENTS WITH ou j THOSE AT THE SITE.ANY DISCREPANCIES Q MUST BE BROUGHT TO THE ATTENTION OF \ THE ARCHITECT PRIOR TO COMMENCING Z N CONSTRUCTION.THE CONTRACTOR SHALL X BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE di WORK HAS COMMENCED,EXCEPT FOR a HIDDEN CONDITIONS WHERE APPLICABLE. C? ix 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES Q 0 INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING M ATTACHMENT,ROBE HOOKS,GRAB BARS, ETC. 3.NO WORK TO COMMENCE UNTIL A 41.00'GROUND F.F. BUILDING PERMIT IS ISSUES. 40,5'GR/1DE 4.THESE PLANS COMPLY WITH THE 2015 — — — — — — — — — — — _ _ _ _ _ _ _ _ _ INTERNATIONAL ENERGY CONSERVATION CODE. 37.00'GROUND F.F. 35.79'AVERAGE GRADE o � 60 31.00'CELLAR SLAB F.F. NEW TWO STORY WOOD FRAME DWELLING DRAWINGS SUBMITTED FOR NORTH ELEVATION (PRELIMINARY) ARCHITECTURAL REVIEW 1 BOARD APPROVAL SCALE: 1/4"= 1'-0" ENERGY CODE COMPLIANCE STATEMENT I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY n l;[ .a KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE , v PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE !t I 2017 NYSECCC AND WITH THE 2017 NYSECCC SUPPLEMENT. c? t COPYRIGHT© _..- ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN F r CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE - • ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUTTHE WRITTEN CONSENT OFT ARCHITECT. PENALTIES SHALLAPPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. NORTH ELEVATIODN OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF DAVID MARTINS ARCHITECT. SCALE HEADER SCHEDULE OPENING HEADER' UP TO 4'-0" (2)2"X 8"WOOD 41-0"TO 6'-0" (2)2"X 10"WOOD 6'-0"TO 10'-0" (2)2"X 12"WOOD "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A A 201 PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS DRA WIN BY- DM CONSTRUCTION LEGEND 1 ELEVATION NUMBER A300 DRAWING NUMBER 1 DETAIL NUMBER A300 DRAWING NUMBER CEILING HEIGHT-SEE PLAN 1111 1.1111AN Ito`SJ R 21211 NFSCONS€:!NY?1761 1�s��»SCN':i i 1;i SArAI?cots 66.62'AVERAGE PROJECT GRADE FT E AKI RESIDENCE 6925 NASSAU POINT RD, CUTCHOGUE,NY 11935 HATE: 06/2021 PROJECT NO. 3521006 w REVISION DATE C7 p 1 SUBMITTED FOR ZBA 06/2021 — — — — — — — — — — — _ -- — ILL 0 3-- O a 4 0 5 o p 6 NEW op 00 w NOTES: w 1.THE CONTRACTOR SHALL VERIFY ALL EW EXISTING AND PROPOSED CONDITIONS ON NEW a - - THE CONSTRUCTION DOCUMENTS WITH 51.00'SECOND F.F. w > THOSE ATTHE SITE.ANY DISCREPANCIES Q MUST BE BROUGHT TO THE ATTENTION OF z THE ARCHITECT PRIOR TO COMMENCING N CONSTRUCTION.THE CONTRACTOR SHALL X BE RESPONSIBLE FOR DISCREPANCIES - - - - - - - - - w NOT REPORTED TO THE ARCHITECT ONCE � WORK HAS COMMENCED,EXCEPT FOR i' a. HIDDEN CONDITIONS WHERE APPLICABLE. 0 2.PROVIDE WOOD BLOCKING IN WALL C?�l ( 1 _ C FRAMING FOR ALL ACCESSORIES C? INCLUDING BUT NOT LIMITED T0:TOWEL F- o BARS,TOILET PAPER HOLDERS,SHELVING m ATTACHMENT,ROBE HOOKS,GRAB BARS, ETC. - NEW -- NEW NEW NEW --- - _ __ LLI ___ � ___- __ __ 3.NO WORK TO COMMENCE UNTIL A 41.00'GROUND F.F. BUILDING PERMIT IS ISSUES. AA 5'GRAD€ 4.THESE PLANS COMPLY WITH THE 2015 INTERNATIONAL ENERGY CONSERVATION CODE. 35.79'AVERAGE GRADE -- --� 0 35.0'GRADE 60 31.00'CELLAR SLAB .F. NEW TWO STORY WOOD FRAME DWELLING DRAWINGS SUBMITTED FOR AST ELEVATION (PRELIMINARY) ARCHITECTURAL REVIEW D-�SCALE: BOARD APPROVAL 1/4"= 1'-0" ENERGY CODE COMPLIANCE.STATEMENT � {I l`` L�•r ' !' I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED 1 DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY EE t KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE k 1 1 PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2017 NYSECCC AND WITH THE 2017 NYSECCC SUPPLEMENT. i F COPYRIGHT© ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE — —--- DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. T V I PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S \v EL EV WITHOUT ARCHITECT'S WRITTEN CONSENT. S 01 N OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF DAVID MARTINS ARCHITECT. SCALE: HEADER SCHEDULE OPENING HEADER UP TO 4'-0" (2)2"X 8"WOOD MR 4'-0"TO 6'-0" (2)2"X 10"WOOD 6'-0"TO 10'-0" (2)2"X 12"WOOD "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A A 202 PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. PROVIDE ONE JACK STUDS IF HEADER IS T-9"OR SMALLER. SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS ORAD4 BY: OM CONSTRUCTION LEGEND 1 ELEVATION NUMBER A300 DRAWING NUMBER LiJ 1 DETAIL NUMBER A300 DRAWING NUMBER CEILING HEIGHT-SEE PLAN 1,92 IJUIM 6f?0 2 2•.1211 N[SCUNSr INY 11761 (6"1)-n2,ur12t com 66.62'AVERAGE PROSECT ------c--__._.__.._.___ GRADE E I RESIDENCE 6925 NASSAU POINT RD, CUTCHOGUE,NY 11935 DATE: 06/2021 PROJECT PD. 3521006 w REVISION DATE C3 p 1 SUBMITTED FOR ZBA 06/2021 — — — — — — — — — — — u- 3 O 0- 4 0 5 o O 6 ' F- 50 00 w Q � NDTES. w 1.THE CONTRACTOR SHALL VERIFY ALL cs EXISTING AND PROPOSED CONDITIONS ON 51.00'SECOND F.F. 51.00'SECOND F.F. THE CONSTRUCTION DOCUMENTS WITH w THOSE AT THE SITE.ANY DISCREPANCIES Q MUST BE BROUGHT TO THE ATTENTION OF O Z THE ARCHITECT PRIOR TO COMMENCING F= CONSTRUCTION.THE CONTRACTOR SHALL N BE RESPONSIBLE FOR DISCREPANCIES w NOT REPORTED TO THE ARCHITECT ONCE I= WORK HAS COMMENCED,EXCEPT FOR o. HIDDEN CONDITIONS WHERE APPLICABLE. C? 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES o o INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING I ch ATTACHMENT,ROBE HOOKS,GRAB BARS, I NEW ETC. I 3.NO WORK TO COMMENCE UNTIL A 41.00'GROUND F.F. 41.00'GROUND F.F. BUILDING PERMIT IS ISSUES. I 4.THESE PLANS COMPLY WITH THE 2015 INTERNATIONAL ENERGY CONSERVATION - - - - - CODE. 35.79'AVERAGE 35.79'AVERAGE GRADE �• — GRADE 35.0'GRADE C? O 50 $) 31.00'CELLAR SLAB F.F. 31.00'CELLAR SLAB F.F. 30.50'GRADE NEW TWO STORY WOOD FRAME DWELLING DRAWINGS SUBMITTED FOR SOUTH ELEVATION (PRELIMINARY) ARCHITECTURAL REVIEW 1 BOARD APPROVAL SCALE: 1/4" ENERGY CODE COMPLIANCE STATEMENT I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED (I " DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY KNOWLEDGE,BELIEFAND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE I 't 2017 NYSECCC AND WITH THE 2017 NYSECCC SUPPLEMENT. !I COPYRIGHT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE —" DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUTTHE WRITTEN CONSENT OF THE ARCHITECT. ®UT ELEVATION PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF DAVID MARTINS ARCHITECT. SCALE: HEADER SCHEDULE OPENING HEADER UP TO 4'-0" (2)2"X 8"WOOD 4'-0"TO 6'-0" (2)2"X 10"WOOD 6'-0"TO 10'-0" (2)2"X 12"WOOD "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A A 203 PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. PROVIDE ONE JACK STUDS IF HEADER IS 3"-9"OR SMALLER. SEE PLANS FOR ADDITIONAL FRAMING iINSTRUCTIONS DRAWN Y- DM CONSTRUCTION LEGEND 1 ELEVATION NUMBER .0300 DRAWING NUMBER 1 DETAIL NUMBER .0300 DRAWING NUMBER CEILING HEIGHT-SEE PLAN ;. r�1 66.62'AVERAGE tttl;•'?:cf+l;lr,'IshR 1?.Gn' GRADE CO ti ATTIC PROTECT _.. ___..._... FTHENAKIS RESIDENCE o W - - - - - - - - - - - - - - - - - - - - - - 0 ILL 0 6925 NASSAU POINT RD, a o p CUTCHOGUE,NY 11935 O 00 D" E: 06/2021 00 w LIJ PROJECT NO. 3521006 HALLWAY REVISION OATS cs LJJ W 1 SUBMITTED FOR ZBA 06/2021 O O 2 a w .051.00'SECOND F.F. w4 a a' cs 6 z X X - - - - - - - - - - - I LLI - - - - - - - - - - - w NOTES: per, a 1.THE CONTRACTOR SHALL VERIFY ALL 2 EXISTING AND PROPOSED CONDITIONS ON NEW - NEW 0 NEW O THE CONSTRUCTION DOCUMENTS WITH PREP AREA GREAT ROOM w M. OFFICE LL THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF 108 107 ,i FIO-31 0 THE ARCHITECT PRIOR TO COMMENCING M CONSTRUCTION.THE CONTRACTOR SHALL M BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR .041.00'GROUND F.F. HIDDEN CONDITIONS WHERE APPLICABLE. 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES — — — — — — — — — — — _ _ _ _ _ _ _ _ _ _ _ INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING OBE HOOKS,GRAB BARS, 30.50'GRADE ETC. 35.79'AVERAGE GRADE 3.NO WORK TO COMMENCE UNTIL A --�-- BUILDING PERMIT IS ISSUES. 34.50'GRADE NEW NEW NEW NEW 4.THESE PLANS COMPLY WITH THE 2015 STORAGE REC. ROOM/GYM CLOSET MUDROOM LAUNDRY RM INTERNATIONAL ENERGY CONSERVATION CODE. 006 004 002 001 31.00'CELLAR SLAB F.F. ol DRAWINGS SUBMITTED FOR PRELIMINARY SECTION 1 ARCHITECTURAL REVIEW 1- BOARD APPROVAL SCALE: 1/4"= 1'-0" ENERGY CODE COMPLIANCE STATEMENT I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED _ DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY ff Y+ KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE "- 2017 NYSECCC AND WITH THE 2017 NYSECCC SUPPLEMENT. ! t ol COPYRIGHT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN ` CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S o Po s ED WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: CTI ON DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF DAVID MARTINS ARCHITECT. SCALE. HEADER SCHIEDULE _._.- OPENING HEADER UP TO 4'-0" (2)2"'X 8"WOOD 4'-0"TO 6'-0" (2)2" X 10"WOOD in 6'-0"TO 10'-0" (2)2"'X 12"WOOD "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ENGINEERED LUMBER TO BE MICROLAM INATED MEMBERS W/A PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. A 3 PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. SEE PLANS FOR ADDITIONAL FRAMIING INSTRUCTIONS DRAVIN BY: DM