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Home My WebLink About51518-Z �o�,�+°F S0°Tyoro Town of Southold * * P.O. Box 1179 �0 53095 Main Rd umv. Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46732 Date: 12/15/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND ALTERATION Location of Property: 365 Island View Ln Greenport, NY 11944 Sec/Block/Lot: 57.-2-28 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 10/08/2024 Pursuant to which Building Permit No. 5 15 18 and dated: 01/07/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: 'Additions and alterations, including conversion of seasonal dwelling to year round, and deck addition, to existing single family dwelling as applied for. The certificate is issued to: Linda Costanzo ,Donn Costanzo Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51518 10/02/2025 PLUMBERS CERTIFICATION: George Berry, Jr. 10/14/2025 l A or' ed ig ture 4N,.Fso," TOWN OF SOUTHOLD BUILDING DEPARTMENT • 4 TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51518 Date: 01/07/2025 Permission is hereby granted to: Linda Costanzo 750 Reeve Ave Mattituck, NY 11952 To: construct additions and alterations(non-substantial improvement)to existing single-family dwelling as applied for per DEC&Trustees approvals with flood permit. Premises Located at: 365 Island View Ln, Greenport, NY 11944 SCTM#57.-2-28 Pursuant to application dated 10/08/2024 and approved by the Building Inspector. To expire on 01/07/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $1,181.25 CO-RESIDENTIAL $100.00 Total $1,281.25 --- -- ------------------- uilding Inspector o��pF SOUryQI � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 11971-0959 �Q OOUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Sara Needham Address: 365 Island View Ln City:Greenport St: NY Zip: 11944 Building Permit#: 51518 Section: 57 Block: 2 Lot: 2$ WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Paul Burns Electrical Contr. License No: 3897ME SITE DETAILS Office Use Only Indoor r%7 Basement F Service W' Solar r Outdoor W 1 st Floor N7 Pool 1-' Spa (� Renovation F 2nd Floor (— Hot Tub 177; Generator (� Survey rr Attic Me Garage Battery Storage r INVENTORY Service 1 ph ry-� Heat Duplec Recpt 38 Ceiling Fixtures 2 Bath Exhaust Fan 2 Service 3 ph 1- Hot Water 30A GFCI Recpt 7 Wall Fixtures 8 Smoke Detectors 2 Main Panel 200A A/C Condenser 1 Track Light 20' Recessed Fixtures 31 CO Detectors Sub Panel 100A A/C Blower 1 Range Recpt 50A Ceiling Fan 1 Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors 1 Disconnect Switches 30 4'LED Exit Fixtures Other Equipment: Floor Heat(2), Fridge, Oven, Hood, DW, W/D, 200A Panel 20 Circuit/ 7 Used, 100A Sub 12 Circuit/7 Used, 100A Sub 20 Circuit/ 16 Used Notes: Whole House Renovation Inspector Signature: X Date: October 2, 2025 Sean Devlin Electrical Inspector sean.devlina-town.southold.ny.us 3651slandViewHouse &I0�SQ�jr �Q !Q Town Hall Annex ' Telephone(631)765-1902 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Ga Southold,NY 11971-0959 O y0 13MDING DEPARTMENT ? TOWN OF 80UTSOLDi`-,`;, OCT 1 4 2025 t I CERTIFICATION Dater o I / Building Permit No. �� 8 Owner: cJcJ ..�- L1�,7O ��17 (Please print) �a Plumber: ( �E't�il`" S u✓',rrJ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this 'day of p t✓ , 20_� Notary Public, )IC4.-ounty VICKI"L BERRY Notary Public-State of Ne�V'York No.,01 BE6070081 Qualified in Suffolk Coun Commission Expires -c� OE SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECT N . [ ] FOUNDATION 1ST/.REBAR [ OUGH PLBG. [ ]rRAMING DATION 2ND [ ] INSULATION/CAULKING [ /STRAPPING [ ] .FINAL . - [. ] FIR LACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ .] RE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION - ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 0( TZ DATE INSPECTOR- pF SOUTyO TOWN OF SOUTHOLD BUILDING DEPT. Comm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ]. FOUNDATION 2ND ' INSULATION/CAULKING [. ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ }. FIRE RESISTANT CONSTRUCTION ' [ ]` FIRE RESISTANT PENETRATION- [ ]- ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: I RI 2Q�a l6A "-I - CCU �1461 a� Rffovl�. C &' Ow\- s -� I A A ugP5 J 1 S DATE �'a ' opt- J INSPECTOR OF SOUI C, * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] .FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION % [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) LECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: . C P r � DATE INSPECTOR hO�aOF 50UTyO� # # TOWN OF SOUTHOLD .BUILDING DEPT. IOU �c� 631-765-1802 $ INSPECTION [ ] FOUNDATION 1ST/ REBAR [ XROUH PLBG. FOUNDATION 2ND [ ATION/CAULKING FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] . FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [- ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL l REM is cm �:fy� atll„Pi� S DATE INSPECTO HUNTER 0Cr _ s 2025 INSULATION October 8, 2025 RE: 365 Islandview Southold To Whom It May Concern, This is to certify that the abovementioned property was insulated as follows: Exposed attic roof area over living area 4"R-30 closed cell foam. ALL crawl space ceiling 4"R-30 closed cell foam. 2x4 Exterior Walls 3.5"R-26 closed cell foam. Band joist, box sill, rim joist 4"R-30 closed cell foam. Over attic and crawl space foam No-Burn plus fire rtd coating. Windows/doors Tytan window and door pro gun foam. Penetrations Caulk box 136 firestop/draft sealant. Sincerely, Kenneth Brauner Q 675 Elton Street O (631)283-4120 Riverhead,NY 11901 } STEELMAN ' kateCa�samuelsands teelr iian.corri ``631-7344MIS Samuelsaridsteelman:cc>m 9/30/24 Town of Southold'l3uiiding.9epart. Town Hall Annex Building 54375 Route 25 Dear Building department official, PO Box 1179 aoutholU, ivr'119 71 We are submitting our application for 3175 ISIdnC7V18U'1 Lane reliUVatlf]ri all a ddr mi . I tie of' 3�r�r C��s a taec�' rid ter"id�i"u i�ita '�i�i an existing first floor house.There will be a new heating and cooling system. I have also attached our Trustees Permit. We are not increasing the lot coverage and gross floor area is within the allowed. Please don't hesitate to reach out to Kate Samuels regarding the project at kate(a)samuelsandsteelman.com Kate Samuels North Fork UM R- vA- Cutchogue;NY 11935 New York 67 West Street 603 Brooklyn, NY 11222 SAMUELS+ STEELMAN kate(a)samuelsandsteelman.com 631-734-6405 Samuelsandsteelman.com 1/3/25 Southold Town Building Department Town Hall Annex RE: Costanzo Residence 365 Island View Lane PO Box 1179 Greenport NY 11944 Southold, NY 11971 Dear Permit Administrators, Per our drawings and documents for our application for 365 Island view Lane, our renovation and addition will not constitute as a substantial improvement as designated by Southold Town Code and FEMA. Our cost associated with the renovation are less than 50%of the market value of the structure (current bidding estimates 285,000$ of renovation value vs. the market value of the structure at 600,000$). Please do not hesitate to reach out to me directly if there are any questions. Thank you, Sincerely, KATE SAMUELS SAMUELS & STEELMAN ARCHITECTS PLLC �RED AR A cy JEANS �rFo North Fork s'T 04436 Q'E" 25235 Main Road of NEVJN Cutchogue,NY 11935 New York 115 Broadway Fir 5 New York,NY 10006 Nunemaker, Amanda From: Nunemaker,Amanda Sent: Thursday,June 27, 2024 3:53 PM To: 'Kate Samuels' Subject: RE: 365 IslandView You're welcome. Ok,sounds good. From: Kate Samuels<kate@samuelsandsteelman.com> Sent:Thursday,June 27, 2024 3:51 PM To: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.ny.us> Subject: Re: 365 IslandView Thanks so much for your help! BTW the updated drawings for the VIDET Letter of Disapproval are on their way to you, ETA tomorrow. From: Nunemaker,Amanda <Amanda.Nunemaker town.southold.ny.us> Sent:Thursday,June 27, 2024 3:50 PM To: Kate Samuels<kate@samuelsandsteelman.com> Subject: RE: 365 IslandView Hi Kate, I spoke to John,the building inspector, about your proposal and what we discussed over the phone and he agrees this will not constitute a substantial improvement. From: Nunemaker,Amanda Sent:Thursday,June 27, 2024 8:38 AM To: 'Kate Samuels'<kate@samuelsandsteelman.com> Subject: RE: 365 IslandView Hi Kate, Call me when you have a chance so we can discuss the details. From: Kate Samuels<kate(a@samuelsandsteelman.com> Sent:Wednesday,June 26, 2024 6:15 PM To: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.ny.us> Subject: 365 IslandView Hi Amanda, I wanted to reach out about a project I am working on at 365 Islandview in Greenport.We have been told that it's a seasonal dwelling, and the work that we are proposing to do would be to change the CoO to permanent dwelling with required heating, cooling and insulation upgrades. See Coo 1 The house is located very close to the wetlands, and we are proposing a very minor renovation and partial second floor loft addition in order to stay below the 50% rule,to not trigger FEMA, septic upgrades etc. See attached design set. If you could kindly let me know if the proposed work is close to triggering this, that would be very helpful. We will need Trustees and DEC as well, so ideally we can get moving on that front as soon as possible and get permits documents in to you.Thanks for your help and advice! Kate Kate Samuels,AIA,RA Principal Architect Samuels&Steelman kate a.samuelsandsteelman.com c.631-235-1177 p.631-734-6405 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 2 ?IELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) ------------------------------------ FOUNDATION (2ND) 5FL { z c._ OK bi _ o � -- 1 ROUGH FRAMING & l� PLUMBING044 INSULATION PER N. Y. _ (1 STATE ENERGY CODE 1�1SU1 N� IANS f FINAL - -- Ile ADDITIONAL COMMENTS Ions ctc��1�cAJ73 , +13 — -- 0- . S� ----- — S eJ' .en d win _ �_ I —--- -- Z X w- w► rt r,� 4. ---- ]A Cer ----- -- -- -v o _ x Docusign Envelope flu):BBF�o-B!D!-Iu?Ci-424:-J3 l-i-5�-1rWo-DDtcF 5E «17 rc x.y TOWN OF SOUTHOLD—BUILDING DEPARTMENT ZV Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 ' Telephone(631)765-1802 Fax (631)765-9502 htti2s://www.soudioldtoivmy_.gov vaie Received APPLICATION FOR BUILDING PERMIT For Office Use Only 1 3 ^/ k P€RrufVT NO. Bt33€dtrig i47speCCi7r Y t fi'✓ q e Y `M �. P 5 S a 'z'r 5 na �.,.. R Appltcat�crs�s and farms tttst biledfl�tt in kkte[r.erltirety [r► t>mplte a Y snaC�t y ap�ijeat�ons wtll"n��be a�ceptedt`1Nh>:re the Applicant�s Fiat tft�',bi�!@>i'�dtt �o �'�� +tii�ac� O�uner�s Autharfzatrpn form(Page 2j shaillwbe caeapleted e t12#.24 �kt'F'xbs.,<.z,� ;+n�rt.'St„N::.'fS„.z.u, - +t°:+� } z;,-r�`ftSk�F `§r<.zhxa { n.".,,((k.a'��a'a*'J 4f` t f{a�yA;..(A`�� F 'i a�{� �, %��9t �'F�F fir` i-� v wt�.c��4 a r �k u`+ 3." x v� '.:&„.� ;".• y � .Ti Name:LINDA AND DONN COS TANZO ScrM#,3fl00-05�-92_QZ$ Project Address:365 ISLANDVIEW LANE GREENPORT NY 11944 Phone 631 896 8255 Ernaii lindagcostaRz€s@g 4 com Mailing Address:365 ISLANDVIEW LANE GREENPORT NY 11944 ,a6 .v+ .1,, r',. P„/ ter✓. � -,+„ �'�,: � w,,,�„�. N.� �... .,�:.. ,.,f,u Name:Katherina gami ialc Mailing Address 25235 Main Road Cutchogue NY 11935 Phone# 631 734 64©5 Emair kale samuelsandsteelmanxom ��V+�+.A#fr•J\��©��1�1�•1��v'4 S i� Y}5 yj S - � .% 1i i; .C �14 '`{{ ��Y 3x`5 � Y-'u )! t^�,�." _. { 5' x ph C4-. Mailing Address: Phone#: Email: Naar-ne:T B D i Mailing Address: Phone#: Email: zs...�d..s�..., .�,�.i,��.. e. ,a t.0,..,.,,..,. �-kJ-..,,,_ wi..sv,�..rh vw.afim..,A,.o� ,.w.c a.,.w t.,, a,.�ElG,.v.,. .v,vF.,,,.m,�, a:.,,..s,,».p..�kµr�.,G.>.s•, �.,e:, fis,<...�,s he�,;,.s_.n.,...;u,. at'ak , �,e g.....,.s� 'N&w StrucLure gAdditior. !_]Atteratiun FiRepair LIDemokUonI i_.stinnated Cos'of Prajec{: ❑Other $300000 Witt the lot be re-graded? ❑Yes igNo Will excess fill be removed from premises? ❑Yes ®No Z D_;l-.usigri Elive ope 0,3BF6B?D-i-4A, 0.474D-33...='. U-3uDD6FD5E W h^�a- r �} x,a_;;� a. kid <x`� t"� 7 i °^t'l r.z n3� x ;;; °,p `x.,d r.s Y, .,cy.- �e a�.y,9y✓ `<£..��'sv t x i£+: r J a, c t� Cn t'. Existinguse of ro ert . Intended use of ro ert . p p v�Residential p p y'ResEdentral Zone or u-se district ii'iwhich premises it situatea: i Are there any covenants and restrictions v;fitn respect to R- 0 -this property? °LjYes tdNo IF)TES,PRMID'E A CG' Y .�t ,_''�y'"� # i� � eo9vr►et/t++n#: cEaIdd�BtC#fesiorral�soris�bis#or�lldrainaeatrds#ar + ate issesasmwcletlb�r F ' 'Ch`apter Z�6 pf#hero Coda`AI�YCI'i�1Ttt5i+}¥iS T��t'iViADE 40'the`B�uid(r�g Ueria ►�n3 ffot"litetsstiapice:,afs 8wi�ling'Permtt pursuant to fhe,Building�ot�@ Odmence oftkig Tawr�o#Southoid,Sa#folk�County,NewFYoriC aid otheYap I►cable�Luvys,Ordinances or Re�t:ilation3'fo�'the`'�p�sttucti�rn o'�buitdingsf a"i�tif�ans�altera i'b rid i3r for remove!or` ¢moLT$is as herean defc�ibed Tice p .. t 'rpe to Coin 1y urdMaii aiibl3cabi t vv k`ordinancg5,bmic�i ag code, `' uwl x .A1' .•x f s at i #Gr° €' s da t ra '-raffia i c Application Submitted By(print name): Katherine Jean Samuels BAuthorized Agent ❑Owner _ Texas STATE-OF MEMM) i9 SS: COUNTY OF Parker ) Katherinea dean .Samuels 1 _ � belong duly �v,ivra,depase5 Gild says.that.(.rlhae is the asap icaaL (Name of individual signing contract)above named, (S)he is the Authorized Agent (Contractor,Agent,Corporate Officer,etc.) of c�iri n&p;ner or owners,and is duly authorizedperform noefQr or have performed the said work and to make?rid file+hie a cats k t'sut cad *atat`Gt ezet ta€u in this application ave true to uhte best'aF his/tier ki-ioMedge and eehet;an that the work will be performed in the manner set forth in the application file therewith, :Slo'�P,. 0 Ot.� Sworn before me this ti A'. p'C 13d02531.3 2 9�f pF tt}� roMM45510N IXgRES 4 4th d { (lr+nhgr nr% 74 Notary Public T'sz�a4�G s A^....p arfu, 134095343 Notary Public,State of Texas PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Linda Costanzo 750 Reeve Avenue, Matti.tuck, MY 11952 I, residing at Linda Costanzo do hereby authorize to apply on y my behalf tr e 4 !-R"df So the lei Building,Department or approval as described herein. �V i"6 9/27/2024 1i5464AF Owner's Signature Date Linda Costanzo Print OwLier's Namne 2 ��s""0LK TOWN OF SOUTHOLD—BUILDING DEPARTMENT x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 'y • o,� Telephone (631) 765-1802 https://www.southoldtownny.gov Floodplain Development Permit Application PROPERTY INFORMATION: Flood Zone:AE - 6 FIRM Panel:36103C0159H SCTM#1000-5j7-2-28 Address:365 ISLANDVIEW LANE city:GREENPORT Zip:11944 CONTACT PERSON: Name.KATHERINE SAMUELS Phone#:631-734-6405 Mailing Address:25235 MAIN ROAD CUTCHOGUE PROJECT DESCRIPTION: ADDITION AND ALTERATION SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALL THAT APPLY) Type of Structure Type of Structural Activity ®Residential(1 to 4 families) ❑New structure ❑Residential(more than 4 families) ❑Demolition of existing structure ❑ Combined use ❑Replacement of existing structure ❑Non-residential ❑ Relocation of existing structure ❑ Elevated B Addition to existing structure ❑ Flood proofed(attach certification) ❑Alteration to existing structure ❑Manufactured Home ❑ Other: ❑Located on individual lot ❑Located in manufactured home park SECTION B:OTHER DEVELOPMENT(CHECK ALL THAT APPLY) ❑ Clearing of trees,vegetation or debris ❑ Mining ❑ Grading ❑ Drilling ❑ Dredging ❑ Connection to public utilities or services ❑ Paving ❑ Placement of fill material R Drainage improvement(including culvert work) ❑ Roadway or bridge construction ❑ Fence or wall construction ❑Watercourse alteration (attach description) ❑ Excavation (not related to a structured development) ❑Other development not listed (specify): By signing below I agree to the terms and conditions of this permit and certify to the best of my knowledge the information contained in this application is true and accurate. I understand that no work may start until a permit is issued.The permit may be revoked if any false statements are made herein. If revoked,all.work must cease until permit is re-issued. Development shall not be used or occupied until a Cert.of Compliance is issued.The permit will expire if no work is commenced within one year of issuance.Other permits may be required to fulfill regulatory requirements.Applicant gives consent to local authority or representative to make reasonable inspections to verify compliance. Application Submitted By(print name):KATH E RI N E SAMUELS Signature of Applicant: Aatkuy"' ' 'Qa r,,a,& Date: 1/7/25 Glenn Goldsmith,President �®f so Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ®� ®�® P.O.Box 1179 Eric Sepenoski l 4 Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 - c®UNTI,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 10638A Date of Receipt of Application: September 4, 2024 Applicant: Linda & Donn Costanzo SCTM#: 1000-57-2-28 Project Location: 365 Island View, Greenport Date of Resolution/issuance: September 18, 2024 Date of Expiration: September 18, 2027 Reviewed by: Board of Trustees Project Description: For interior renovation with movement of some windows; change of roof line and exterior walls for construction of partial second floor; construction of new entry deck and stairs; install new plumbing, finishes, fixtures and heating/air conditioning. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Samuels & Steelman, received on September 4, 2024, and stamped approved on September 18, 2024. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President tQf SD(/�y Town Hall Annex A.Nicholas Krupski,Vice President ,`O� ®�� 54375 Route 25 P.O.Box-II79 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ! �4� Fax(631) 765-6641 22c®Ufd�,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 20, 2025 Kate Samuels Samuels & Steelman 25235 Main Road Cutchogue, NY 11935 RE: LINDA & DONN COSTANZA 365 ISLANDVIEW LANE, GREENPORT SCTM#: 1000-57-2-28 Dear Ms. Samuels: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, March 19, 2025: RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#10638A, as issued September 18, 2024, to remove the approved second floor addition from the project; and as depicted on the site plan prepared by Samuels & Steelman, received on March 7, 2025, and stamped approved on March 19, 2025. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, Glenn Goldsmith, President Board of Trustees Glenn Goldsmith, President �rjf SO Town Hall Annex 0- 54375 A. Nicholas Krupski,Vice President Ile P.O. Route 25 Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizak,eth-Peeples Fax(631) 765-6641 L I 1010 DEC 1 2 2025 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD ✓ CERTIFICATE OF COMPLIANCE 2333 Q Date: December 10, 2025 THIS CERTIFIES that the interior renovation with movement of some windows-, construction of new entry deck and stairs; installation of new plumbing,finishes, fixtures and heating/air conditioning; establishment of a 10' non-turf buffer, At 365 Island View Lane, Greenport Suffolk County Tax Map#1000-57-2-28 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 4, 2024 pursuant to which Trustees Administrative Permit#1063 8A Dated September 18, 2024,was issued and Amended March 19, 2025 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the interior renovation with movement of some windows-, construction of new entry deck and stairs; installation of new plumbing, finishes, fixtures and heating/air conditioning; establishment of a 10' non-turf buffer. The certificate is issued to LINDA&DONN COSTANZO owners of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-05044 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: LINDA COSTANZO COSTANZO PROPERTY 365 ISLAND VIEW LN 365 ISLAND VIEW LN GREENPORT,NY 11944 GREENPORT,NY 11944 Facility Application Contact: SAMUELS & STEELMAN ARCHITECTS, PLLC 25235 MAIN RD CUTCHOGUE,NY 11935 (631) 734-6405 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 720.4029829785551 NYTM-N: 4550.937369815231 Latitude: 41°04'47.4" Longitude: 72°22'34.6" Authorized Activity: Construct a new second floor addition to existing single story family dwelling. Remove and relocate entry deck and entry stairs, and remove and relocate electric meter. Relocate stairs and install outdoor shower. Install a new condenser and propane tank. Establish 10 LF non-turf buffer at tidal wetland edge. All authorized activities must be done in strict conformance with the attached Site Plan prepared by MARESCA&ASSOCIATES dated 10/18/2024 and stamped "NYSDEC Approved" on 11/21/2024. Permit Authorizations Tidal Wetlands- Under Article 25 Permit ID 1-4738-05044/00001 New Permit Effective Date: 11/21/2024 Expiration Date: 11/20/2029 Page 1 of 6 t, ® l\ NEW YORK STATE(DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'Raw Facility (DEC RD 1-4738-05044 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations,and all conditions included as part of this permit. Permit Administrator:SHERRI L AICHER, Regional Permit Administrator Address: NYSDEC Region I Headquarters SUNY Stony BrookJ50 Circle Rd Stony lfroo,k,NY 11790 - 409 Authorized Signature: Date u / 202f Distribution List SAMUELS & STEELMAN ARCHITECTS, PLLC Bureau of Marine Habitat Protection Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS i. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by MARESCA &ASSOICATES dated 10/18/2024 and stamped "NYS DEC Approved" on 11/21/2024.. 2. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and,adequately protected from the weather. 3. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. Page 2 of 6 � 3 14O�®SV¢FDIk BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD c '` Town Hall Annex- 54375 Main Road - PO Box 1179 d- Southold, New York 11971-0959 ®y OVA Telephone (631) 765-1802 - FAX (631) 765-9502 iameshCDsoutholdtownny.gov - seandCD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 5/7/25 Company Name: Paul Burns Electrical Contractors Inc Electrician's Name: Paul R Burns Jr License No.: 3897ME Elec. email: pburnsll06@gmail.com Elec. Phone No: 631-365-4735 EI request an email copy of Certificate of Compliance Elec. Address.: PO Box 106 Southold, NY 11971 JOB SITE INFORMATION (All Information Required) Name: costanzo Address: 365 Island View Lane Greenport Cross Street: Bay Shore Road Phone No.: Bldg.Permit#: 51518 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Wire rennovation Square Footage: 11000 Circle All That Apply: Is job ready for inspection?: ❑� YES ❑ NO 0 Rough In ❑ Final Do you need a Temp Certificate?: ❑� YES ❑ NO Issued On T%-1 4 tr'61�1-7 /�LS Temp Information: (All information required) Service SizeW11 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# 98414478 ❑✓ New Service❑Fire Reconnect[:]Flood Reconnect[:]Service Reconnect[:]Underground❑✓Overhead # Underground Laterals D 1 2 H Frame Pole Work done on Service? ✓ Y N Additional Information: PAYMENT DUE WITH APPLICATION n Pd 00 $l5 U rt& * I I Oc) �-`l MAY r 7 2025 W cfvvs Se �� r',I d\4' �-v r v� i c`c c`� Building Department Town of Southold Gy�c BUILDING DEPARTMENT-Electrical Inspector C* x TOWN OF SOUTHOLD • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone(631)765-1802 ),h Temporary Certificate # �] Date—MaLLI 2025 Customer Name Electrician Name Paul 777,977cifi Address CJ i fl n Phone j 'j( P;D 7' e-mail e-mail )I ..(o m Phone iLicense# Size A Phase�L Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Polel H P Fire Reconnect Was work done on Service? Y/N \ Flood Reconnect Old Meter# 7 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service a t. This verification is valid for 90 days from the date abov . Authorized by �� qf BUILDING DEPARTMENT- Electrical Inspector '� Lam ' TOWN OF SOUTHOLD 4441 = Town Hall Annex- 54375 Main Road - PO Box 1179 �r Southold, New York 11971-0959 4,� �r X f Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh@southoldtownny.gov— seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 5/7/25 Company Name: Paul Burns Electrical Contractors Inc Electrician's Name: Paul R Burns Jr License No.: 3897ME Elec. email: pburnsll06@gmail.com Elec. Phone No: 631-365-4735 El I request an email copy of Certificate of Compliance Elec. Address.: PO Box 106 Southold, NY 11971 JOB SITE INFORMATION (All Information Required) Name: Costanzo Address: 365 Island View Lane Greenport Cross Street: Bay Shore Road Phone No.: Bldg.Permit#: 51518 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Wire rennovation Square Footage: I l000 Circle All That Apply: Is job ready for inspection?: YES NO �✓ Rough In Final Do you need a Temp Certificate?: 0 YES NO Issued On ft J� -1 LA 1-7 /;L` Temp Information: (All information required) Service SizeFV11 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# 98414478 0✓ New Service Fire Reconnect[]Flood Reconnect OService Reconnect OUnd erg round✓Overhead # Underground Laterals M 1 72 H Frame D Pole Work done on Service? ✓ Y N Additional Information: PAYMENT DUE WITH APPLICATION D - 1 MAY ^ 7 2025 I Building Department Town at Southold PERMIT# Address: Switches i Outlets GFI's Surface Sconces H H's UC Lts Fridge HW ./0-1 POOL Fans 1 Mini Fr. W/D Lam. Panel Pump Exhaust I Ovene,eZ.— Sump Heater Trnsfmr Smokes DW 1 Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo \ Cooktop Minisplit Blower AC AH Hood Blower Service Amps/21� Have 21- Used-7 Sub Amps (e90 Have i Used Comments - I APr»rEcm SAMUELS+ APPROVED o - STEELMAN .,RD OF I RL S1 _.NW OF SOUTHOLD DAC SepcMyt...Ig,)Ol ADDRESS: ' PUf99GINNP04D _t 0-734-CUTCHOGUE NY 119i5 63I.)30.6105 I CONSULTANTS: EN WW_rA CDV AN SIPEET REWPORKwY I �OW�NER A%O/{ I0014MOUN =TAWO ULACh HOCK"110LD/h'CS!/,LLC I 3b5lsf Vr1E,,I WE I N 04"19'30"E I sourON u9n i REVISIONS: g0 I �� TRUSTEES APPOCA➢ON 9,G24 223.43' I s II I I iiu 9 2 I PROJECTNAME: It — NEW CGONDENSER�J� I W I� rf %' NT YARD _ — /— AND PROPANE ON ON CMU AND SLAST I It -G 'Yva�f- i i � I a1 It <, l € aA199 o p / �; EXISTING pV ✓ I 8 :✓%. 6^ I / /�1— // / P4 ," GRpVELO EXISTAN O 1.STA,ry'./F,RAME'/ f / _ B I ,HOUSE&'GARAGE /.�: Q x v > z I sEl •/`.i,' / / ///"' \ YF165TEPPING m FRONT YARD SETBACK 35'-0" O V I �--�� REMOVED E IY I I UI I _ 104-" I I \ STAIRS 7 /I / ;F '° 1_ `\\�`--RELOCATED 1 "J$ I, ,' ��--IE- __ . OL ELECTRIC ME�ER I 1�,- EXISTWG 6 \ I.. I I e SIEZED FOR3 BEDROOM \ `—NEW WOOD DO to I x PROJECTADDRESS: �` ENTRYA CCC,�FF((( Q �i 3651SIM10NEWLWE p' WOOD STOOP 1 ° $WihVID.N/11911 S 04°19130,,W I�.I SE EPG Itix ELECTRIC laIm H lu METERo 03HS 1 Im (/jf j NOTE:ALL OF PROPERTY WITHIN DEC --_ I m TRUSTEES BOUNDARY 216 23'j JURISDICTION v .v/O/!• I I °v Dvwry Y. AA !1'/LGI,I.V /N2D,1L`£R 1 I DATE 9l 44:34.O9 PM KA/A'7RAII£P. 1 i SGLE: _ DRAWING SHEET NAME SRE RAN i �E _'`/E VI WE pmSCNE 1:100 I SEP C242d DRAWING SHEET NO: _ I �� S-001 .00 SAMUELS+ STEELMAN DRAINAGE CALCULATIONS BOARD OF'62USTEES TOWN OF SOUTHOID I S' 2UTCROGUEN D AREA OF RESIDENCE(DWA) AREA OF RESIDENCE IDWBI AREA OF RESIDENCE(DW-0) AREA OF RESIDENCE(OW-0) DATE/�,C� Iq dU� CU7CJI000ENYff935 ORYW63f-TJI-6I05 (DWA).D5SF xR2 NFMFTjx x -67.5 .F. DRY 6 AREA aRAT.)x .RID5SCACT. (DW-N ARIA x RAMM12FTj.xR18S30. . (DWA)DRY 6SFARIA x R&NFX12H.)LL xRIINOFFF.9. (DNA) 4D(J)VD J12FT.1a 1.1GHPO W.Fi. (GW-lV 6318E DIAMET.)x 1.0=if'O W.F7. (DW-f,) SIB)VDIA ETSX MGKPO LF7. (pW{t1 B(ISFx N12 FT.)x 1.6.111 N.Fi. CONSULTANTS U6E(+3STMDRRx4'NIGNPOCtl. US E:It)8'DRMDRA!NRM-126C (1)E(1)STORM RANRNIG=S9C USE(I)VONMEIERaTMGN PoOL (i)PROV RMDRAPREQUIR09CLLFT. (1)SX3'STORM DRAIN QUIRE)fi N.Fi. (i)SX4'BTORM DMBi NDIG=89 CUR. (1)8');JSTORAIDRAW flUwRm N.FT. EN SCA FRONDED REQUIRED FRONDED REWIRED PROVIDED RFANPED FROWED RD3UIRFD MARESCA6 WAUK 7ES 83 CUFT. > 6T5N.R. IXCUFT. > +DSN.FT. 89CU.FT. > SOUR. 126W.FT. a 114CU.FT. iBB61 W.NOATAUKRWI' IVAIPIONBAY.NY 11946 OWNER 1 I DONANOLJNDA COSTANZO 3651SIANDNElW WE SOUMOLDWY•11971 N N/O/£ I REVISIONS DLACKROCK HOLDINGS IL LLC °'�"'1I I v TRUSTEESAPPUCADON 9,Om, IV 04°19'30" E n_ I PBRMITGET 1a+rza * 3D n BID SET 1a1RQ4 • �z/ 4 I BID SET PEVISIONS 11230 x 12.52' X o \ .li I _ \ 223.43' PROP L>'ON,CA6 A NO SER\ PFIOJECTH46¢: I i J ON OCT IOR `I TOZ-53' O ALL \ -/----� �D g a 41'_p I It a1VEN1 AY e, I O I d o + Y, BOt _ _ a / I �O --1�" I N �- I ,EXIS 'iV(¢ / �nRTr�lu,, �" /ARAE PG£.�./ \' -_ - _ l0 48'-70" x AISTII 1 w V � /�// °� I (n cI Z v' TONE NIALKI FRON\YARD SEiBACK35'-0" O ,� I O 'E'ERe EMOVEDE Y /I < I 104'-0" / i y STAIRS \� 1 mn g�+gY1I i li x I �/ // /�\ / I �_��E%ISVNG an ° Ii I,.III A a �x /{^ I CESSPOOL -- T � l�A 4 SIZED FOR 3 BEDROOM Z H (y, PROJECTADORESS. I? \ ---FUTUREOUTDOOR EW WOODf,D\— ^' I x A '0 a 3FiOX 1 —_ FMRYA b e I SBSISL.gWMY 11971 I^ .. ,O`/ - RELOCATE X ' "ANISSTAR2 — _J I.i Qt z SOVMOID.NY 1197f S 04'19'3Q / �'• I I �- XSTAIRS INTACT EMOVED of I I IA = x Fo WTTMNEWSTRUCTURE X ELECTRIC I' METER I v I� fd i 03HS X H 11 X I a� .n 1 ,N V i 3Nv83 TRUSTEES BOUNDARY f NOTE:ENTIRE SITE `^ WITHIN TW,DEC JURISDICTION TIDAL WETLAND 30•- " IV I DPAWNBY. aenm BOUNDARY I DATE: SWO258.34.22AM DEC JURISDICTION I a 1 H SCALE: 1 D3 h%Oj£ DRAMG SHEET NAME @'!LLlA.V KA/NZBA[IF.R � � I &THERESA K INZDAVER I I SITEPIAN I I DRAWINGSHEETNO — ` PROPOSED SITE PLAN I I SCALE:1:100 c I S-00A a00 T J I I - - - ARCMII(LlS' SAMUELS+ STEELMAN CUTCHDGUENI11935 . j L NORION40F CONSU TL ANTS_-- , - 4 _Q100 PARE�b A1,11"IES I8 W.NWAURMYY IUAP{OY114Y,N/119(6 l I I A'O/F y I OV�iVEA: l - /J!ICA'ROCh'-'J"VGS LLC 1. DUNMDUAi"ACOSTAMO - S/{. r flXl • 3651SLWDAEWIME ... I i,•' O SOUTH=W..11971 1� I > fLEY16IONa; N04°19'30"E ' 7 — I USTEESAPPLCATON 0=4 PERMIT GET 10012A / � elDSEr - , laze 15, 223.43' mCLEWTW-me---- 1$ IrII FROGNT Y I - f. - PROPANE ON CMU AND I �. N�' ./I D NE }W AC CONDENSER ON E%TERIOR Q 7.j E `k�v �..�3_$'.`p_•_� /' _ WALL GRAVEL - j �41'� EXISTING f f 1 STORY FRAME f w I _ HOUSE B GARAGE j,a g., NEW FLOOR — I z x % ji --X V y v I I �� ky. � t'\�- l (lo ;xc``+63 IN, GRAvdesTEPPwoI o m • � I \ �10 D t STONEW __ -- �__.._.___ •`�\} tT.. RELOCATEp /FRONT YARD SETBACK ELECTWCINETER PlK O �Y -__ 104'-o• f `I'. I ._REMOVED EN V /I I - CA7 jl -art Imo/ X I 33.1';'_ I ; STAIRS fi f , /\ ;S pp ti EXISTING Ib \ -" j� �n/I� I� I X I �o I CESSPOOL £ • I I "-1-1y FUTURE OUTDOOR •\-_-NEW%o6C;llD I ° SIZW FOR3BEDROOM - p x 1A1 I IY I I �I A�U� 3710VYER-1 ENTRY-DEgC I X 4g i$• I. PRDJECTADDRE-_ SO4°19.,30 S �� RELOCATE �X ANDSTAIR �_ Iv Y I 3615ADEYUE .` \tXSTAIRS INTACT y_ _� ��-REMOVED -qp' I SOUIFRYD.N/11977 ELECTRIC Q_� <.g 03HS TRUS7EES.BOUND N a l METER I gRy� \ - XlH j Boa o• \ 216.23,. o It p. v NOTE:ENTIRE SITE f WITHIN TIN.DEC JURISDICTION I TWN ° TIDAL WED BOUNDARY I i DEC JU _ RISDICTION I °a t1ATE.10/181ZDt421691PM SCALE:LIlO +ULLuv A;vn'zmlueR I I wuanNGsnEErNAME:SJIEPLW . fi Tr{(,•RCS.I L:7{.yZOALfER. ' DROWINGSHEETNO: PROPOSED SITE PLAN I f L scALE:,:+ooi— - - -- -- - -- --- -- - - r -- --1 S-001.00 ARCHITECTS: 1. VERIFY WINDOW SIZES PRIOR TO ORDER WITH ARCHITECT "AMUELS+ 2. ELECTRICAL PANEL TO BE RELOCATED, 3, SEE SITE PLAN FOR NEW AC CONDENSER AND PROPANE LOCATIONS -350.0 AMEND NIT M A Ik 1 4, ALL EXISTING SURFACES TO BE PATCHED AND SKIMMED AS NECESSARY AND PAINTED WITH LOW VOC PAINTS. A I-- '42 - Sm"TEEL AN 5, A LICENSED ELECTRICIAN TO PERFORM ALL ELECTRICAL WORK. D B 6. WATERPROOFING IS REQUIRED IN THE:BATHROOMS. THE WATERPROOFING SHOULD EXTEND UNDER THE CABINETS AND UNDER THE TUB IN THE BATHROOM. 110' 2 1/2" 8' - 7 1/2" 13' - 5 1/2" 8. A LICENSED PLUMBER TO PERFORM AU_L PLUMBLING WORK TO CODE. - ADDRESS: 9. ONLY LOW VOC PAINTS AND FLOOR FINISHES SHALL BE USED, 51 - 011 51 - 011 25235 MAIN ROAD CUTCHOGUE NY 11935 CONSTRUCTION LEGEND 631-734-6405 CONSULTANTS. 9)' 6 1/2" 8 - 411 NOT IN SCOPE EXPOSE CAVITY OF ENGINEER: WALL FOR NEW R-1 9 MARESCA &ASSOCIATES 2' - 2 1/2" 2' - 6 1/12" 2' - 5 1/2" 1� 2"� BATT INSULATION ......................... r.......................................... 188-04 W MONTAUK HWY I (FDJ2 �Q HAMPTON BAY, NY 11946 NEW (V�2) �2 V� CONSTRUCTION OWNER: DON AND LINDA COSTANZO C-> _2! 7T14"Tv—LHD 365 ISLANDVIEW LANE DEMO R, WALL SOUTHOLD NY, 11971 EXISTING WALL NEW EGRESS WINDOW Cf) AND PANELING ; REVISIONS: . .... .............. ...... _F EXISTING OPENING: 13.0 SF TO REMAIN SILL: 36" 3- �80 Ocr WALL TRUSTEES APPLICATION 9/3/24 ...................................... 1^1 W 2'-9" X H 4'-5" PERMIT SET 2 dw — 110/1/24 > 10/18/24 2X8 @ 16"C DINING _B'fD`-350.0 NEW ROOF OVERHANG ABOVE L J PERMIT SET REVISIONS 8/11/25 ............ EXISTING SKYLIGHT 04 (REIPLACED) KITCHEN I NEW 4X4 POST TO BEAM 0 I Iw* NEW KITCHEN NEW 4" MAHONGANY 104 0 zz�� CABINTRY AND �8 PROJECT NAME: 00 BEID 2 ............ APPLAINCES DECKING PER SPEC RELOCATED 5' - 0"\ 51 - 111 ELECTRICAL METER .2 L I.... .. ...... J d ALLOWANCE: NEW NEW HD —3-2X8 DD Of 2-2X8 HD EXISTING BEAM 2-278" PAINT ON EXISTING WOOD UP 2X8HD - 81,211 5' - 9 1/2" SHINGLES EXT.POST k-,3 51.Oj RJ 2X8 100 fflD�2 CN NEWPOST \Y- L C.3 2-,2X8 HD- NEW SLATE cc FLOOR W/ FLUSH iv E HD ATTIC AND WALL N V ...... ..... CT_CL... ......................... TO ROOF ABOVE TRANSITION 101 C14 AIR HANDLER IN N EXPOSE CAVITY OF 3-2XIO HD ATTIC NALL FOR NEW R-19 . ...... EXISTING RIDGE♦ ♦ o- 04 - 411 21 1121' BATT INSULATION r NEW PULL DOWN HATCH TO ATTIC : 4 W/STAIRScry 5 0 2 ♦ A/0 X 2-2X8 YNI 'GARAGE C\1 Lu 3-2XIO HD ♦ �3' - 41/2" 2`- 4" 3' - 5' 1/2" 80 r�. NEW POST LU ---------- _ 011 6 1/2" 4 8' EXT,POST U') ................. ,'NEW SKYLIGHT' 3-2X10 HD EXISTING BEAM 2-278" INNEW-LOCATION D♦ PROJECT ADDRESS: C\1 C> 365 ISLANDVIEW LANE L HALF WALL SOUTHOLD, NY 11971 ['17 — — -3.2X8 HD ' - t/ -CONFIRM � 0 CC WIC LO - to "I N - - I WITH ARCHITECT Lu< I I ____(ND I 1 0: C14. u1i I 'D co cr_ Ch PRIMARY BEDROOM C\1 JEA/, r . L ♦ EXISTING RIDGE Uj ............... 0) D4 0 (y) EW G 41NISTANT 77 1/2,,WH/DR AS ox HOT,WATER HEATER PEG ,PER P. BATH �j C� 0 7 f43r C, F 109 JEXISTING WALL AND CAB JU-1 JL0 PANELING TO REMAIN 1( o3.2X8 HD FNEW — — — — — — f — — — — 7 1/2"' 0 8 2' - 211 2f 6' 1 1!, DRAWN BY: Author - - - - - - - - - - - - - WH 121 811512025 10:46:42 AM 'HD] 2 4X81#H 2-2XS' 2-20'HD DATE: _--f SCALE: As indicated 2' - 5 1/2" _j - --05 DRAWING SHEET NAME: 11 1 f _j 51 - 11 z 11 - 101, it - 101t, 81 - 91/2111 z 21 - 311 NEW PAINT ON 7'/- 611 12' - 10 1/"(?., EXISTING WOOD CONSTRUCTION PLAN CONFIRM SHINGLES I-HR FIRE RATED WALL EXPOSE CAVITY OF ROOF FOR NEW R-30 DRAWING SHEET NO: Level 01 Floor Plan BATT INSULATION NEW EGRESS WINDOW SCALE: 3/8"=V-0" .........................................................—----- OPENING: 7.3 SF SILL: 41" W 2'-2" X H 3'-3" UA ■ 0 1 AM 1111,0= it? " ----zcvlc ARCHITECTS: S A AMUELS+ 1 p STEELMAN C -350.0 D D A 10' - 2 1/2" 8' - 7 1/2" 13' - 5 1/2" ADDRESS: ---- ALTERNATE NEW HALF ROUND GUTTERS 25235 MAIN ROAD CONFIRM E ISTING GUTTERS FUNCTIONAL CUTCHOGUE NY 11935 631-734-6405 I I CONSULTANTS: EXISTING R OF ENGINEER: MARESCA &ASSOCIATES ' 188-04 W. MONTAUK HWY HAMPTON BAY, NY 11946 I I _ --- ......... ...... OWNER: I I I } DON AND LINDA COSTANZO 365 ISLANDVIEW LANE REPLACE EXISTING SKYLI 'HT { D NY, 11971 2 i'� L ��_� IN EXACT PLACE -351.0 E I REVISIONS: TRUSTEES APPLICATION 9_/3/24 ^I 2 __..__? " PERMIT SET 1011/24 _._............_..- - - - .._.................._..... ...............................---._._._...__....__... __ —---.....__-._............------ ----._.._......----..._.. —------------ - 3 0� ! BID SET 10/18/24 . .. � �`• PERMIT SET REVISIONS 8/1/25 I NEW 2X8 @16" RJ f - WITH 3i4" PLYWOOD, EXISTING SLOPE LATH UNDERLAYMENT, ECT IPROJE AND ASPHALT SHINGLE ROOFING NAME: EXISTING SLOPE I ISTING ROOF ._............ ............. . ....................... .................................................. ............. .: :. ...... ... ................................................................. — — ............... .................. ............................ ...................... .__._.._---,---.,,,,.,___..._......._.__ I is . ___._..._ _ __,.,.___.._ -351.0 ............. . .Wes. e __.. .... .._.__._...........__- _._......_.__... _._._..___......._.' , \ ---- - ...-- -.........._.._. ................... I — OPE:::} I I I I LL =NEW SL \\ ---- - - - 3112 .............. .................................................... E .. ...,... .. E e ............ I I °.. .. .. .... ... .... .. ... .< i .. .. .. .... ..,.., .. ., .. _...... ....... .. .,. .. .r..... ...". _ _ ................ ....... ------__._.. .. _ ., .. .,. .�-.....»... I i- cv — — ._.-- ..........._._..........._ .. ,NE Ao _. ...._.._. _ - /1 mml -02 :: . .... ._^ NEW LIGHT IN NEW LOCATION : W S Y N I .7...... ..................:.:...:...._::... µ., ......._.._.... _._.. _,^... _.^_. ._.^. _.._ . . __ . — — - — — — — r - 4 . m ......::::.:::.:.... ........ ... , I ...:....... ..::.:.....:...:.. PROJECT ADDRESS: EXISTINGSLOPE EXISTINGL 365 ISLANDVIEW LANE .,.. E G 1971 ... ,. SOUTH 1 ROOFIN OLD, NY < Q"SEA, P AR I I I f , I i _ ENE J N S-9 fin S , 1 r I EXISTING SLOPE 9 -- 044 Off'N DRAWN BY: Author 811512025 10:46:46 AM ? i I . -- --- -- --- 5 SCALE: 3/8"= 1,0�r I DRAWING SHEET NAME: EXISTING - I I ROOF PLAN ROOF DRAWING SHEET NO: ALTERNATE: NEW HALF ROUND ROOF GUTTERS ----� --�-- -------- — ---�---------------�--- — CONFIRM EXISTING GUTTERS 0(j Amzbv SCALE: 318"=1'-0" ■ I ARCHITECTS: NEW EGRESS WINDOW OPENING: 7.3 SF SAMUELS+ EXISTING ROOF 31/2" FLAT PVC TRIM w . a : WITH DECORATIVE - _ STEELMAN EXISTING SIDING DRIP EDGE - Level WINDOW LEVEL Level ATT _ -12' 4„ mm .......... i o„oi — raMr., 25235 MAIN AD Level 1 STTW CUTCHOGUE NY 11935 - - _ ....-._...----................--... 1 734 6405 , 1 EXISTING INDbw, o Level GARAGE CEILING — — CONSULTANTS: ........... . Q r �� A 11 EL. ._....._................. ................-....._........ , , -�} ._._....................... -' - oo ENGINEER: COND _......................_._._..... PROPA o0 MARESCA &ASSOCIATES —' - __ TANK 188-04 W. MONTAUK HWY r U) HAMPTON BAY, NY 11946 LO Level01 OWNER: CMU RETAIN' 3, 6" C° Q° Level GARAGE DON AND LINDA COSTANZO EXISTING CMU.Ffl�1NQi4TION ,'WALLS , ;. _ co 4" 365 ISLAND VIEW LANE Lev— UND SOUTHOLD NY, 11971 / Oil REVISIONS: f' TRUSTEES APPLICATION 9/3124 — Level FOUNDATION PERMIT SET 10/1/24 Proposed South j BID SET 10/18/24 / ; ; // /" PERMIT SET REVISIONS 8/l/25 4SCALE: 114"=1'-0" // /// � ,. NEW SKYLIGHTS PROJECT NAME: : . . ..:... ...: NEW WINDOWS EXISTING ROOF EXISTING CEDAR - SHINGLE SIDING .:. — — — TOW EXT. SCONCES = ................................_.......... - ED2 NEW 31/2" FLAT PVC TRIM NEW NDOW TI�ITF1-DECOR�ATIVE — �--- — — — — — — — — — — — —Level GARAGE CEILING_ DRIP EDGE W3 -0 8 4 ._ E FOUNDAT140"NS N DE fC Lev 1 3'-6�� M Level GARAGE Ad Level GRO u ' D 0 I 4 / Level FOUNDA N Proposed North A _ SEE SECTION i 1/A-352 `� -3' 0" 2 L' P 0 FOR ELEVATICON SCALE: 114"=1'-0" i NEW OVERHANG AT DOOR --� 1/2" FLAT PVC TRIM WITH DECORATIVE NEW ROOF OVER NEW DRIP EDGE PORCH. SEE PLANS PATCH IN NEW CEDAR PROJECT ADDRESS: SINGLE SIDING 365 ISLANDVIEW LANE 31/2" FLAT PVIC TRIM PAINT ALL TO MATCH EXISTING SIDING AROUND NEW DOOR - SOUTHOLD, NY 11971 EXISTING ROOF EXISTING EXT. SCONCES --.... EXISTING ASPHALT WINDOWS -- SHINGLE ROOFING NEW EGRESS WINDOW 72 OPENING: 13.0 SF 2' - EFtE ARCy _._ . L G jT CE11 IN6 Level CEILING NS-92�� G 11 Le 1ST Level 1 W W4 11'-0" r _ GRES Level GARAGE CEILING — — — — — — — — — 0 8 -4 � o 14 aI `S'T,91 04436 — OF NEB F=l1 1 c� _ = Leve101 Level DRAWN BY: Author -611 3'-6" U DATE: 8/15/2025 10:48:34 AM 04 = SCALE: 1/4�,_ 1, 0„ EXISTING-E;MU _ ,, co FOUNDATION-'�-•• `, � . . `�.cYi .. EXISTING CMU FOUNDATION Level GARAGE DRAWING SHEET NAME: Level GARAGE co Level GRO D ELEVATIONS Lev FOUNDATION _ % / /, / /; /� /,/ r) Level FOUNDA N 3 !/. � / / /. �/ !.' � � �` f'.. ,, / 1, ;• f , ,, � �.. /, / ,', ./ ,' ,' /"./,�/ Proposed West Proposed Ea p p I :W SCALE: 114"=1'-0" SCALE: 114"=1'-0" Ae300w0l I jaARCHITECTS: COSTANZO RENOVATION W SAMUELS+ GENERAL NOTES TRADE, AND AS HEREINAFTER STATED OR IMPLIED. s 1. ALL WORKS SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE, 14. ANY WORK HEREINAFTER STATED OR IMPLIED WHICH IS CONTRARY STEELMAN MUNICIPAL, LOCAL ZONING AND BUILDING CODES AND ORDINANCES TO THAT REQUIRED BY THE APPLICABLE GOVERNING AGENCIES AND HAVING JURISDICTION AND BEST STANDARDS OF CONSTRUCTION CODES IS TO BE BROUGHT TO THE ATTENTION OF THE OWNER,AND SHEET LIST PRACTICE. CORRECTED IN ORDER TO CONFORM TO THOSE GOVERNING Sheet 2. THE AMERICAN INSTITUTE OF ARCHITECTS CONDITIONS SHALL APPLY REQUIREMENTS. Number Sheet Name Sheet Group ADDRESS: TO OIL WORK PERFORMED ON THIS PROJECT. THE CONTRACTOR SHALL 15. ANY DISCREPANCIES FROM THIS PLAN AND THE ACTUAL CONDITIONS 25235 MAIN ROAD VERIFY OIL CONDITIONS CT THE SITE.ANY DISCREPANCIES MUST BE ARE TO BE REPORTED IMMEDIATELY TO THE ARCHITECT OR HIS A-001.00 GENERAL NOTES Architecture CUTCHOGUE NY 11935 BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO REPRESENTATIVE. 631-734-6405 COMMENCEMENT OF CONSTRUCTTON, THE CONTROCTOR SHALL BE 16. ALL CONSTRUCTION MATERIALS ARE TO BE NEW AND OF A LEVEL OF A-100.00 FOUNDATION PLAN Architecture RESPONSIBLE FOR CORRECTIONS NOT REPORTED ONCE HE HAS QUALITY WHICH WILL INSURE THE QUALITY OF WORK DESIRED BY THE A-101.01 CONSTRUCTION PLAN Architecture CONSULTANTS: STARTED WORK EXCEPT FOR (HIDDEN JOB CONDITIONS, OWNER. A-200.00 LOFT PLAN Architecture 3. WIIL BE OF GOOD QUALLTY, FREE FROM FAULTS END DEFECTS FOR 0 17. RELOCATED PARTITIONS ARE TO BE DISASSEMBLED AND A-250.00 ROOF PLAN Architecture ENGINEER: - -- - -- - - MARESCA &ASSOCIATES PERIOD OF ONE YEAR FORM THE DOTE OF THE FINAL CERTIFICATE OF RECONSTRUCTED TO INSURE DURABLE STRONG CONSTRUCTION. DO A-275.00 POWER/DATA PLAN Architecture 188-04 W. MONTAUK HIM' - - ----- OCCUPOM;Y. � NOT RELOCATE PARTITIONS AS A COMPLETE WALL. A-300.01 ELEVATIONS Architecture HAMPTON BAY NY 11946 --- 4. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE 18. SILL PLATES OF NEW AND RELOCATE[) PARTITIONS ARE TO BE -- - - - t hit 00 SECTION Architecture-- - CONSTRUCTION MEANS METHOD, TECHNIQUES, SEQUENCES OR SECURED DIRECTLY TO THE EXISTING FLOORING, REMOVE ANY FINISH A-350. OWNER: _ PROCEDURES, OR FOR THE SAFETY MATERIALS, SUCH AS CARPETING, PRIOR TO ANCHORING PLATE. A-351.01 SECTION Architecture A-400.00 INTERIOR ELEVATIONS Architecture DON AND LINDA COSTANZO _.......... ----- - -- PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK AND HO 19. PRIOR TO COMPLETION OF THE WORK, REMOVE FROM THE JOB SITE ............. _._.._..... 365 ISLAND VIEW LANE _ 5. SHALL NOT BE RESPONSIBLE FOR THE CONTRACTORS FAILURE TO ALL TOOLS SURPLUS MATERIALS EQUIPMENT SCRAP DEBRIS AND A-401.00 INTERIOR ELEVATIONS Architecture_.._....._. SOUTHOLD NY __ _.... 11971 - CARRY OUT THE WORK IN ACCORDANCE WITH THE CONSTRUCTION WASTE, EXCEPT AS OTHERWISE NOTED BY THE OWNER. A-600.00 WINDOWS AND DOOR Architecture ........... . DOCUMENTS. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT THE TIME OF THIS SCHEDULE ACTS OR OMISSION BY A APPLICATION ARE NOT THE RESPONSIBILITY OF THE ARCHITECT. - - A-700.00 STRUCTURAL Architecture - -- - THE CONTRACTOR NO CHANGES SHALL BE MADE IN THE DOCUMENTS 20. ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT THE TIME OF TRUSTEES APPLICATION 9/3/24 DM-100.00 DEMOLITION PLAN Architecture AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSTRUCTION ARE NOT THE RESPONSIBILITY OF THE ARCHITECT. PERMIT SET 10/1/24 _. - - EX-100 EXISTING CONDITIONS Architecture ---------- 1. CONTRACTOR WILLFULLY COMPLY TO THE PROVISIONS OF THE _ --- SUBCONTRACTORSEX-101 EXISTING CONDITIONS Architecture BID SET 10/18/24 - - - -- SAFETY AND HEALTH CT OF 1920 AND TO ANY THE CONTRACTOR AND ALL SHALL MAINTAIN FEDERAL OCCUPATIONAL AFE Y A A ---------- ........... CONTINUOUS INSURANCE ,COVERAGE STATUTORY POLICLES (WORKER RULES AND REGULATIONS PURSUANT TO THE ACT. EX-102 EXISTING CONDITIONS Architecture BID SET REVISIONS 1/23/25 COMPENSATION ETC. AND GENERAL LIABILITY IN AN AMOUNT NOT LESS 22. ALL MATERIAL A W N-001.00 NOTES___...._..__..._............_..........._- --- ......_....._......._....._.._._.._..... - ._.._... _....._._._...._._..................__..... -_--- S S WELL AS MET N .._.........�.............................................__......__.._...-----._.-------.......__.........................._.__._....._....._......__._.._. _ ) HODS AND PROCESSES USED IN THE Architecture . _ .-............................-....----.-......_._........................_..._-...__...........-.__._._.._-...._................--........................................................._ -----.....................- - -._....__._._..........-......................- -..._._._.._._........--- ----.._..-._...---..._.._.._..-_.._.._.._............_.._..._......._......_.......- - ....._..... AN MLLL NAND AUTOMOBILE LLB TY AND PERFORMANCE TH $ 5 LO AUTO OB LE 0 LLL DAMAGE OF THE WORK SHALL CONFORM TO THE STANDARDS OF S-001.00 SITE PLAN Architecture COVERAGE NOT LESS THON $2 MILLION. THE ARCHITECT SHALL THE BUILDING. T-000.00 COVER SHEET Architecture BENAMED INSURED ON ANY AND ALL POLICIES. 23. CERTIFICATES OF INSURANCE AS REQUIRED UNDER THE DOCUMENT PROJECT NAME: 6. ALL CONSTRUCTION SHALL MEET NYS ENERGY CONVERSATION TITLED "INSURANCE REQUIREMENTS FOR TRADES CONDUCTING CONSTRUCTION CODE.ALL GLAZED AREA TO BE DOUBLE GLAZED AND OPERATIONS IN BUILDINGS FOR WHICH CUSHMAN &WAKEFIELD INC. ALL EXTERLOR DOOR TO HAVE LNSULOTED CORES. THE INSULATION ACTS AS AGENT" INCLUDED IN THE CONTRACT DOCUMENTS, MUST BE PROTECTION AS INDICATED ON THESE PLANS EXCEEDSTHE CODE'S FURNISHED TO THE ARCHITECT PRIOR TO PROCEEDING WITH ANY WORK MINIMUM STANDARDS. AND REQUIRED INSURANCE IS TO BE MAINTAINED AT ALL TIMES DURING 7. THESE DRAWINGS AND SPIECIFICATION ARE INSTRUMENTS OF CONSTRUCTION. SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR(WHICH THEY MADE LS EXECUTED OR NOT. THEY MAY NOT BE USED ON OINY OTHER PROJECT EXCEPT BY WRITTEN 1 V 6 KEY PLAN SITE INFO OUTHORLZATLON OF THE ARCHITECT. SUBSTANTIAL IMPROVEMENT' 8. A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE PER OUR DRAWINGS AND DOCUMENTS FOR OUR APPLICATION FOR 365 ISLAND VIEW LOCATION: 365 ISLAND VIEW LANE INSTALLED LANE, OUR RENOVATION AND ADDITION WILL NOT CONSTITUTE AS A SUBSTANTIAL GREENPORT, NY 11944 IN EACH BEDROOM, ON ALL FLOORS AND SHALL BE INTERCONNECTED IMPROVEMENT AS DESIGNATED BY SOUTHOLD TOWN CODE AND FEMA. OUR COST SITE AREA: 16,487 SF OR .378 ACRES PER CODE. ASSOCIATED WITH THE RENOVATION ARE LESS THAN 50%OF THE MARKET VALUE OF TYPE:RESIDENTIAL 9. ALL BATHROOM WITHOUT(OPERABLE WINDOWS TO BE MECHANICALLY THE STRUCTURE (CURRENT BIDDING ESTIMATES 175,000$ OF RENOVATION VALUE VS. ZONING DISTRICT: R-40 VENTILATE OS PER NEW YORK STATE CODE. THE MARKET VALUE OF THE STRUCTURE AT 600,000$). 0 N S.C. Tax Map#: 1001-057.-02-028 10. NO WORK IS TO BE STARTED UNTIL A BUILDING PERMIT HAS BEEN y0� OWNER: SECURED AS REQUIRED BY THE APPLICABLE GOVERNING AGENCY OR m DONN AND LINDA COSTANZO AGENCIES. ?J 365 ISLAND VIEW LANE 11. ALL CONDITIONS AND DIMENSIONS ARE TO BE VERIFIED BEFORE PYRAMID LAW. ISLAND VIEW t-N © GREENPORT NY 11944 START OF ANY WORK AND DISCCREPANCIES OR VARIATIONS TO lindagcostanzo@gmail.com APPROVED PLAN ARE TO BE BROUGHT TO THE ATTENTION OF THE COMPLIES. SEE DIAGRAM ON PAGE N-001.00 631-806-8255 OWNER BEFORE PROCEEDING. 12. ALL WORK OF THE VARIOUS TRADES INVOLVED WITH THE SURVEYOR: CONSTRUCTION OF THIS PROJECT, IS TO BE PERFORMED BY CAPABLE NATE CORWIN AND REPUTABLE CONTRACTORS, LICENSED IN THE STATE OF NEW YORK 1586 MAIN ROAD JAMESPORT AND AS REQUIRED BY THE LOCAL GOVERNING AGENCY. o 365 ISLAND VIEW LN JAMESPORT, NY 11948 13. ALL WORK OF THE VARIOUS TRADES IS TO BE PERFORMED IN ACCORDANCE WITH STATE AND LOCAL CODES, AND ALL OTHER LOT COVERAGE CALCULATION: APPLICABLE AGENCIES AND S-TANDARDS GOVERNING THAT PARTICULAR SITE AREA: 16,487 SF OR .378 ACRES TEST HOLE SITE AREA (UPLAND): 11,587 (SEE SURVEY) CODE INFO Fo TOTAL LOT COVERAGE SF EXISTING: 1,981 SF TEST HOLE TOTAL LOT COVERAGE SF PROPOSED: 2,147 SF ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH THE NO SCALE TOTAL COVERAGE PROPOSED: 18.5% <20% REQUIRED PROVISIONS OF THE SPECIFICATIONS, DRAWINGS AND CONSTRUCTION BY MARK McDONALD GEOSCIENCE PROJECT ADDRESS: CRITERIA OF THE OWNER AND SHALL SATISFY ALL APPLICABLE CODES, SOUTHOLD, NEW YORK 11971 365/SLANDVIEW LANE FLOOR AREA RATIO: ORDINANCES AND REGULATIIONS OF ALL GOVERNING BODIES INVOLVED. ANY SOUTHOLD, NY 11971 TOTAL ALLOWABLE SF: 2,100 SF + 198.4 SF=2,298.4 SF TOTAL MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES TOTAL EXISTING SF: 1,930 SF SHALL BE PERFORMED BY THE TENANTS CONTRACTOR; ALL PERMITS SHALL TEST HOLE DATA 5/14/10 ELEV. + 23 TOTAL ADDITION: 0SF BE SECURED AND PAID FOR BY THE TENANTS CONTRACTOR(S). APPLICABLE TOTAL PROPOSED SF: 1,930 SF <2,298 SF DARK BROWN LOAM OL CODES INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: 1 FT. BUILDING AND STRUCTURAL 2020 CODE L; 1 FLOOD ZONES: SMOKE AND CARBON MONO., 2020 CODE BROWN SILT ML PROPERTY IS LOCATED IN FLOOD ZONE AE AT BASE FLOOD DEPTH 6.0. BASE FLOOR ELEVATION 7.2 (SEE FLOOD ELEVATION CERT ON A-002.00) SAFETY NOTICES 2020 CODE 3.7 FT. 13 e.A/R _ PECONIC BAY MECHANICAL 2020 MECHANICAL CODE WATER IN BROWN SILT ML ZONE AE: BASE FLOOD ELEVATIONS DETERMINED PLUMBING 2020 PLUMBING CODE 4 FT. ZONE X:AREAS OF 0.2%ANNUAL CHANCE FLOOD;AREAS OF 1%ANNUAL ENERGY CODE 2018 NYS ENERGY CONSERVATION CHANCE FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 WATER IN BROWN SILTY SAND SM FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUIRE MILE;AND AREAS 5 FT. PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE OF D. SCOPE OF WORK: ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2 o ANONOUAL CHANCE OR DRAWN 2/24/202512:01:55 PM Author FLOOD PLAIN. ELEVATIONS ARE REFERENCED TO NAVD 1988 DATUM. DATE: INTERIOR RENOVATION AND SECOND FLR ADDITION TO AN EXISTING ONE-FAMILY JURISDICTIONS. WATER IN BROWN FINE TO COURSE SAND SCALE: 1116"= 1'0" DWELLING. 13 FT. WITH % GRAVEL SW DRAWING SHEET NAME: ENTIRE SITE IS WITHIN DEC,JURISDICTION. SITE PARTIALLY IN TRUSTEES JURISDICTION. SEE SITE PLAN COVER SHEET COMMENTS:WATER ENCOUNTERED 3.7' BELOW SURFACE DRAWING SHEET NO: 131D SET 10018024 Tm000000 ARCHITECTS: SAMUELS+ STE ADDRESS: DRAINAGE CALCULATIONS 25235 MAIN ROAD AREA OF RESIDENCE (DW-A) AREA OF RESIDENCE (DW-B) AREA OF RESIDENCE (DW-C) AREA OF RESIDENCE (DW-D) CUTCHOGUE NY 11935 631-734-6405 DRY WELL AREA x RAINFALL x RUNOFF FACTOR DRY WELL AREA x RAINFALL x RUNOFF FACTOR DRY WELL AREA x RAINFALL x RUNOFF FACTOR DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW-A) 405 SF x (2112 FT.) x 1.0 =67.5 CU. FT. (DW-A) 634 SF x (2/12 FT.) x 1.0 = 105.6 CU, FT. (DW-A) 318 SF x (2112 FT.) x 1.0 =53 CU. FT. (DW-A) 686 SF x (2/12 FT.) x 1.0 = 114 CU. FT. CONSULTANTS: USE: (1) 6' DIAMETER x 4' HIGH POOL USE: (1) 8' DIAMETER x THIGH POOL USE: (1) 6' DIAMETER x 4' HIGH POOL USE: (1) 8' DIAMETER x THIGH POOL ENGINEER: (1)6'X 4'STORM DRAIN RING= 89 CU. FT. (1) 8'X T STORM DRAIN RING= 126 CU. FT. (1) 6'X 4'STORM DRAIN RING =89 CU. FT. (1)8'X T STORM DRAIN RING = 126 CU. FT. MAREPROVIDED REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED 188-04 A &ASSOCIATES 89 CU.FT. > 67.5 CU. FT. 126 CU. FT. > 105 CU. FT. 89 CU. FT. > 53 CU. FT. 126 CU. FT. > 114 CU. FT, 188-04 W. MON NY 1HWY HAMPTON BAY, NY 11946 OWNER: F DON AND LINDA COSTANZO 365 ISLAND VIEW LANE f m SOUTHOLD NY, 11971 fI n o REVISIONS: 1 o N/D/R -° TRUSTEES APPLICATION 9/3/24 c� o BLACKROCK HOLDINGS II c v O 9 30 99 � I z o LLC PERMIT SET 10/1/24 � � o _ BID SET 10/18/24 z cc I BID SET REVISIONS 1/23/25 I ( � o � I l 2.52 X� X 9 � f l ' � p Z -U C PROJECT NAME: f r PROP O A A A ND NS I `J D �� ON EXTE IOR 107.53' a ALL �� ' Q X4 8'X3' 1 �DW-A W tj DW-B / LO Yq �, -- ->= ► N G R R %` Iw GRAB/ WALK— — 35r-01 rC/O Z _ C A l -D X 6 6.1. t i" , i r ' EXISTfRG o © m i i /" / - r. 49,0 ' _ - O o / i , c" OVERM A5---•, CD X ' co -- / C7 � I , ; I' \ AU & CT STEPPIN 0o N CR O � U) E`L,OCATE FRONT YARD SETBACK ► rr - \ D WALK ELECTRIC ETER / STONE \ �( 35 _� m y o H IN / N EMOVED E Y I V /r 104'-0 lr ,' STAIRS \ f X EXISTING o CESSPOOL � X 8'X3' J c _> v� SIZED FOR 3 BEDROOM I. 'J c� y o ' 1`' PROJECT ADDRESS: " !1- =---FUTURE OUTDOOR EW WOOD D X c� / r„ -3F-IO�tlEf�- _ ____ ENTRY � `' c�, � � o °� 0 365 ISLANDV/EW LANE _ 1 DW-C I' SOUTHOLD, NY 11971 ' \ 4 r-- ELOCATE ,AN�S'fA?R — .�_ J o m — r s 0 4 °1 � 9 � � " 1n / cam, X STAIRS INTACT � EMOVED c � 1 V V L Iti - Q 1 A X WITH-NElltl STRUCTURE X� ELECTRIC 0 o o A I I� METER I cAW © o m ,-� a ��D 0 f AR M G H X �'-�j:) X-- c7 5 JEA/(s 01 HS X c�a X IU, �� .A " 0 TRUSTEES BOUNDARY4 1 � � 1 100 - G, 0 G 2 6423 I 8 ceeo 04436 D � � yTF NOTE: ENTIRE SITE Fz OFN�N 300'-011 (THIN TW. DEC JURISDICTION TIDAL o o DRAWN BY: Author ON AL WETLAND BOUNDARY a ! DATE: 112312025 4:21:29 PM DEC JURISDICTION 1 N101E RISDICTION I SCALE: 1:100 j DRAWING SHEET NAME: WILLIAM KAINZBA UOR II f THERESA KAINZBA UER SITE PLAN f � I 1 ff i DRAWING SHEET NO: f f PROPOSED SITE PLAN SCALE: 1:100S =001►� ■ oo ARCHITECTS: U.S. DEPARTMENT OF HOMELAND SECURITY OMB Control Na.Issa-000s SAMUELS+ VATION GENERAL NOTES 11. ALL CONDITIONS AND DIMENSIONS ARE TO BE VERIFIED BEFORE Federal (Emergency Management Agency Expiration Date:tsr3oraozs IMPORTANT:MUST Earaow H�IIvRTRIcFicCtalTvs ON PAGES g}�� STEELMAN START OF ANY WORK AND DISCREPANCIES OR VARIATIONS TO National Flood Insurance Program 1, ALL WORKS SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE, APPROVED PLAN ARE TO BE BROUGHT TO THE ATTENTION OF THE Building Street Address(including Apt,,Unit Suite,and/or Bldg.No.)or P.O,Route and Box No,: :,�4 i�li�lil�Al�IjC�ELEVATION CERTIFICATE bS' �SLyq ra►a V ;,�R.,r Lq,,j,� ::•x:MUNICIPAL, LOCAL ZONING AND BUILDING CODES AND ORDINANCES OWNER BEFORE PROCEEDING. IMPORTANT;MUST FOLLOW THE INSTRUCTIONS ON PAGES 9.19 city. � -•:' - r:r•;:�:"� �;_:�;.,;..:i:.;;; Copy all pages of this Elevation Certificate and all attachments for 1)community official,{2 insurance a ' .5' i"?TiPI!O L b State: /Va a ZIplicA#utttkfd ,. ....., HAVING JURISDICTION AND BEST STANDARDS OF CONSTRUCTION 12. ALL WORK OF THE VARIOUS TRADES INVOLVED WITH THE { �P►y�p�lt �+rg c ) agent/ ,and(3)building owner. Code: { j ..�.. •,�:.' .:`;:;::-....� ,.:,.;,,. :..;, BY CAPABLE .tIQR PRACTICE. CONSTRUCTION OF THIS PROJECT, IS TO BE PERFORMED C �,.,,; m • �". .,;`-•,;;,., .._:� ADD :, o> 'iivs -t, ;, tom.. G;tVtmlaet -_. RESS: •, .. . . ... . .. ...;.. .•. gam. ..:; .. ..•- •. F ARCHITECTS CONDITIONS SHALL APPLY W YORK A1, Building P ««.l £lk„ IFGVA"t ? t1C34 S 2. THE AMERICAN INSTITUTE 0 AND REPUTABLE CONTRACTORS, LICENSED IN THE STATE OF NEW Owner's Name: 5AeA 1JCz_Dk wit r A ter�r-� SoL C k; ;•: ,.. :::.. •:.: 25235 MAIN ROAD . ";p�ilc>f�duttkl�r!�•>"�'��<••��:-'.: �:•.';•::~ v.=..: C1. Buildtn elevations TO OIL WORK PERFORMED ON THIS PROJECT.THE CONTRACTOR SHALL AND AS REQUIRED BY THE LOCAL GOVERNING AGENCY. A2. Building Street Address(including A( g pt.,Unit,Suite and/or Bldg. ; ::.5 ;-; : 9 tons are based 11 b Construction Drawings° [] Building Under Construction*' CUTCHOGUE NY 11935 13. ALL WORK OF THE VARIOUS TRADES IS TO BE PERFORMED INc�,�p U; �,,, ��,,;,,,, g N°')or P.O.Route and Sax No.: gfished ConstruCHO VERIFY OIL CONDITIONS CT THE SITE. ANY DISCREPANCIES MUST BE I compan)t,N :fil tb�ar', :;y,l Anew Elevation Certificate will be required when construction of the betiding is complete. 631-734-6405 C2. Elevations-Zones A?--A30,AE,AH,AO,A(with BFE),VE,V1 V30,V{with gi~ ,AR,AR/A,AWAE,ARIA t-A90,ARJAH A BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO ACCORDANCE WITH STATE AND LOCAL CODES, AND ALL OTHER oily: �a cJ`r-r.tOc� State: 1�.'f . ZIP Code: 11. A99,Complete items C2,a-tt below according to the RI`1'"1 t g Building Diagram specified in Item A7,in Puerto Rico only,enter meters. Ao' CONSULTANTS: COMMENCEMENT OF CONSTRUCTTON, THE CONTROCTOR SHALL BE APPLICABLE AGENCIES AND STANDARDS GOVERNING THAT PARTICULAR A3. Properly Description(e.g., Lot end Block Numberrs or Legal Description)and/or Tax Farce(Number. Benchmark Utilized: �fi s Vertical Datum:TRADE,AND AS HEREINAFTER STATED OR IMPLIED. S.e P'f x. pi .v`o 19 g g ENGINEER: RESPONSIBLE FOR CORRECTIONS NOT REPORTED ONCE HE H �ar7ea� p.S7•ao - ©2.D© � o ��, d e�o Indicate elevation datum Use or the elevations in Items a)through h)below.STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS, 14. ANY WORK HEREINAFTER STATED OR IMPLIED WHICH IS CONTRARY A4. Building Use(e.g,,Residential,Non-Residential,)Addition,Accessory,etc.): t2�S'i4 i'A.l•r•)Ea c_. ❑NGVD 1929 AVD 1988 []Other. MARESCA &ASSOCIATES 3. WIIL BE OF GOOD QUALLTY, FREE FROM FAULTS END DEFECTS FOR 0 TO THAT REQUIRED BY THE APPLICABLE GOVERNING AGENCIES AND , A5. Latitude/Longitude: Let¢�-1��--4-?.b n!Lon 72Q 22-34.4�w Datum used for building elevations must be the same as that used for the BFE.Conversion factor used? Yog 188-04 W. MONTAUK HWY PERIOD OF ONE YEAR FORM THE DOTE OF THE FINAL CERTIFICATE F CODES IS TO BE BROUGHT TO THE ATTENTION OF THE OWNER, AND �9 Horizontal Datum: ❑NAD 1827 D 1983 ❑WGS 84 if Yes,describe the source of the conversion factor in the Section D Comments area, ❑ °� HAMPTON BAY, NY 11946 OCCUPQM;Y. CORRECTED IN ORDER TO CONFORM TO THOSE GOVERNING As. Attach at least two and when possible four clear photographs(one for each side)of the building(see Form pages 7 and 8). a) Top of bottom floor Vricludin basement 4. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE A7. Building Diagram Number: & g rent enclosure floor: !o Check the measurement used: OWNER: REQUIREMENTS. ---..._._._. b C��°� ) L�-•feet ❑ meters Top of the next higher floor CONSTRUCTION (MEANS METHOD,TECHNIQUES, SEQUENCES OR 15. ANY DISCREPANCIES FROM THIS PLAN AND THE ACTUAL CONDITIONS A8. For a building with a crawispace orendosure{s}: g (see instructions): ,7, � ❑ c) Bottom of the lowest horizontal structural member(see instructions): 44. �t meters DON AND LI NDA COSTANZO PROCEDURES,OR FOR THE SAFETY ARE TO BE REPORTED IMMEDIATELY TO THE ARCHITECT OR HIS a) Square footage of crawlspace or enclosure(s): /�{--7o sq.ft d) Attached garage(top ofsleb); ❑ Cl meters 365 ISLAND VIEW LANE PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK AND HO REPRESENTATIVE. b) is there at least one permanent flood opening con two different sides of each enclosed area? es ±1-S" ��et ❑ meters SOUTHOLD NY, 11971 16. ALL CONSTRUCTION MATERIALS ARE TO BE NEW AND OF A LEVEL OF No ❑ N/A e) Lowest elevation of Machinery and Equipment(M&E)servicing the building 5. SHALL NOT BIE RESPONSIBLE FOR THE CONTRACTORS FAILURE TO c) Enter number of permanent flood openings intfhe crawispace or enclosure(s)within 1.0 foot above ad acent grade: (describe type of M&E and location In section D Comments area): CARRY OUT THE'WORK IN ACCORDANCE WITH THE CONSTRUCTION QUALITY WHICH WILL INSURE THE QUALITY OF WORK DESIRED BY THE Non-engineered flood openings: 2. Engineered flood openings: 4: g fl LowestAd'acentGrade ) '7--? ' Comet ❑ meters REVISIONS: DOCUMENTS. THE ARCHITECT SHALL NOT BE RESPONSIBLE FORTH OWNER. d) Total net open area of non-engineered flood openings in A8.c; /� G7 sq.in. t (LAG)next to building: Natural 3a ❑ ❑ Finished �et ❑ meters TRUSTEES APPLICATION 9/3124 ACTS OR OMISSION BY 17. RELOCATED PARTITIONS ARE TO BE DISASSEMBLED AND e) Total rated area of engineered flood openings irn A8.c(attach documentation-see instructions): ¢Zc� s �M g) Highest Adjacent Grade(HAG)next to building; Natural ❑ Finished THE CONTRACTOR NO CHANGES SHALL BE MADE IN THE DOCUMENTS RECONSTRUCTED TO INSURE DURABLE STRONG CONSTRUCTION. DO q' h) support: LAG at lowest elevation of attached deck or stairs,including structural ' ' et ❑ meters PERMIT SET 10/1/24 f) Sum ofA8.d and A8.e rated area(if applicable.-see instructions /gyp BID SET 10/18/24 AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN NOT RELOCATE PARTITIONS AS A COMPLETE WALL. )� sq.i+v CONSENT OF THE ARCHITECT. 18. SILL PLATES OF NEW AND RELOCATED PARTITIONS ARE TO BE A9• For a building with an attached garage: '+ • 3 eat -:::•�f• ,.;. .-';; `-;'•..,`• �9'iip�J�;,.- � ❑ meters a) Square (yy ryy �y{ BID SET REVISIONS 1/23/25 THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN SECURED DIRECTLY TO THE EXISTING FLOORING. REMOVE ANY FINISH q are footage of attached garage: S 5(C� sq. ft This certification is to be signed and sealed b a la information.!certify that the(nformatton on s Cart ffcand eyar,engineer,or architect authorized by state law to certify elevation CONTINUOUS INSURANCE ,COVERAGE STATUTORY POLICLES (WORKER MATERIALS, SUCH AS CARPETING, PRIOR TO ANCHORING PLATE. b) is there at least one permanent flood opening qm two different sides of the attached garage? []Yes [! o ❑NiA resents my bestelfnrts to Jateroretme data ava)rg certify i understand the false statement may be punishable by>3he or ImprisonnmenP under 98 U.S Code Section 100 f that COMPENSATION„ ETC. AND GENERAL LIABILITY IN AN AMOUNT NOT LESS y 19. PRIOR TO COMPLETION OF THE WORK, REMOVE FROM THE JOB SITE c) Enter number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade: Were latitude and Ion THAN $ 5 MLLLLO)N AND AUTOMOBILE LLOBLLLTY AND DAMAGE ALL TOOLS, SURPLUS MATERIALS, EQUIPMENT, SCRAP, DEBRIS, AND Non-engineered flood openings:-- - Engineered flood openings: NP A longitude in Section A Provided by a licensed land surveyor? ❑Yes COVERAGE NOT ILESS THON $ 2 MILLION. THE ARCHITECT SHALL WASTE, EXCEPT AS OTHERWISE NOTED BY THE OWNER. d) Total net open area of non-engineered flood openings in A9.c: 0 sq.in. [heck here if attachments and describe in the Comments area. PROJECT NAME: BENAMED INSURED ON ANY AND ALL POLICIES. ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT THE TIME OF THIS e) Total rated area of engineered flood openings in, A9.c(attach documentation see Instructions): c7 certifiers Name; ~'�"°''1 k-• £1S t a •y . 6. ALL CONSTRIUCTION SHALL MEET NYS ENERGY CONVERSATION APPLICATION ARE NOT THE RESPONSIBILITY OF THE ARCHITECT. t) Sum ofA9.dandA9.eratedarea(ifappticable-.seelnstructions); © sq. ) sq ft. --►- r �'�.ticenseNumber. ,�jr,3t2S" titre: C f c. E •.\� CONSTRUCTION CODE. ALL GLAZED AREA TO BE DOUBLE GLAZED AND 20. ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT THE TIME OF company Name: I�O ALL EXTERLOR DOOR TO HAVE LNSULOTED CORES. THE INSULATION CONSTRUCTION ARE NOT THE RESPONSIBILITY OF THE ARCHITECT. S Tit I ""Pi!,OOO I SUI;t4 , a1Ai {FiR0. �0JP AAT1O� _ ,:. , k' �F.f�S' P. PROTECTION AS INDICATED ON THESE PLANS EXCEEDSTHE CODE'S 21. CONTRACTOR WILL FULLY COMPLY TO THE PROVISIONS OF THE 81.a. NFIp Community Name; o),y OP So v'raroc Address: 2 '7 CIO ,�� i a - _ B1.b.NFIP community Identification Number: 360813 City. MINIMUM STANDARDS. FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT OF 1920 AND TO ANY 82.County Name: 50AZ-ro IB3.state: I,. B4,Ma anelNo.: 3Gt o3tots - State: •y� Z#PCade: �{ L„ t"' / t3�J.��,•Clft'ix: • "� � :';i ` s� a�'` •:+i' 7. THESE DRAUWINGS AND SPECIFICATION ARE INSTRUMENTS OF RULES AND REGULATIONS PURSUANT TO THE ACT. 86. FiRM index Date: S�'�/9g B7.FIRIM Panel Effective/Revised Date: 9125-/b Signature; ` SERVICE AND SHIALL REMAIN THE PROPERTY OF THE ARCHITECT 22. ALL MATERIALS AS WELL AS METHODS AND PROCESSES USED IN THE Q J • q {� 88.Flood zone(s): � �" Date; $ PC 89.Bane Flood Elevation(s)(BFE)(,tone AO,use Base Flood De GD Telephone; 6r3(•2f34.7�J S'o WHETHER THE PROJECT FOR WHICH THEY MADE LS EXECUTED OR NOT. PERFORMANCE OF THE WORK SHALL CONFORM TO THE STANDARDS OF pm): G Ext.: ale op4'rc �� 610, indicate thesour�of the 8FE data or Base Flood I Depth entered in item B9: Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company, THEY MAY NOT BE USED ON ONY OTHER PROJECT EXCEPT BY WRITTEN THE BUILDING. ❑ FIs [!--TMM ❑Community Determined ❑other, and 3 build! OUTHORLZATLOIN OF THE ARCHITECT. 23. CERTIFICATES OF INSURANCE AS REQUIRED UNDER THE DOCUMENT Comments(including source of conversion fac!orin c2; O rig°Wrier• 8. A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE TITLED"INSURANCE REQUIREMENTS FOR TRADES CONDUCTING s11, Indicate elevation datum used for SFE in item so: ❑NGVD 1929 CAD 1988 ❑other/Source: - ,i`fECr,►,•,,►+i,c,�,�,Zoom Z-,�x;p� �, type of equipment and location per c2.e;and description ofanyat#achments): B12. Is the building located in a Coastal Barrier Resources S for- JC'000- Ec Cv• -7. 2.INSTALLED OPERATIONS IN BUILDINGS FOR WHICH CUSHMAN &WAKEFIELD INC. Designation Date, ❑CBRS 171 ste(CBRS)area or Otherwise Protected Area(OpA)? ❑Yes �- - +`��"+'a�+t e�.�. 04JI-S"O E ON UJA tt, <1b ec to IN EACH BEDROOM, ON ALL FLOORS AND SHALL BE INTERCONNECTED ACTS AS AGENT" INCLUDED IN THE CONTRACT DOCUMENTS, MUST BE 813, is the building located seaward of the Limit of ModrateWave Action jt_iMWA}? rAl es PER CODE. FURNISHED TO THE ARCHITECT PRIOR TO PROCEEDING WITH ANY WORK FEMA Form FF-208-FY-22-152(formerly 086-0.33)({0/22t) No Pa 1 FEMA Form FF-206-FY-22-152 (formers ()%.0. 1pi22 O 9. ALL BATHROOM WITHOUT OPERABLE WINDOWS TO BE MECHANICALLY AND REQUIRED INSURANCE IS TO BE MAINTAINED AT ALL TIMES DURING VENTILATED OS PER NEW YORK STATE CODE. CONSTRUCTION. 10. NO WORK IS TO BE STARTED UNTIL A BUILDING PERMIT HAS BEEN N i SECURED AS REQUIRED BY THE APPLICABLE GOVERNING AGENCY OR AGENCIES. Generated by REScheck-Web Software - ■ ■ ■ Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,an other Comp 1 i a n c e C e r f i e ate calculations submitted with the permit application.The proposed building has been designed to meet:the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck inspection Checklist. KATHERINE SAMUELS - RA 2.24.25 Name-Tit[RATHERINE SAMUELS Signature &C Date o Project 365 ISLANDVIEW LANE C R-DA J EAN r Energy Code: 2018 IECC ,,, PYRAMID LAW. Location: Greenport, New York •r COMPLIES. Construction Type: Single-family _. Project Type: Alteration Project SwbType: None Climate Zone: 4 (5572 HDD) Permit Date: EASTMEST SKYPLANE ELEVATION COMPLIES. PermitNwmber, sT�r o4436 �o�� PROJ C ADDRESS: All Electriic false F�F N 36 IS NDVIEW LANE Is Renewable false SOT OLD, NY 11971 \ Has Changer false / Has Battery: false Has Heat Pump: true p / o o Construction Site: owner/Agent: Designer/Contractor: ; © a a p 365 ISL ANDVIEW LANE - GREENP'ORT,NY 11944 o \ \> \; ;.�a\�\\� , •:... ,, p\O\�• ..��...' . ;o�a�ep:.: �°: o.\�.. .aeq.. \\\Y��"\`\\a a\a\, ao�. '.a�• ..�:` S�\_. \\ -a.. �, a c i x:\ a m a-'a : t•?:�� ... ��\\\:• :\\\.. Vic•. .,�� <,w CD \.a.\o\a\.,\\\\�\\\aa.,�........00�ao�..,�<.,a,�o\\\eu.....:,,,.,,.....a.w.awua�\.....aa\e\.\..am..,wm�....n\.:._,...._m��.a�as.a�::Sao'.,O"�O•\\\\V\�\\\\o��a�\\C\\�O\:a.�:::.....a..-..s.N....,,,u�\O\\\`..�.. \�,°,.aaa�4,.�a0\\�..aaaa�\\\Y�\\\.�.....�,00\��0��...:..o\\\�\\`� 11'-10" 16'-8" Slab-on-grade tradeoffs are no longer considered in the LIA or performance compliance path in REScheck. Each slab-on-grade assembly/in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envellope Assemblies DRA N B Author : DATE: 2412025 12:01:43 PM . .: KYPLA MPLIE .NORTH I SOUTH S NE ELEVATION CO s a SCALE: q ..:.caa,..•... • wrwr3.�waaws aaew'`waa\\O\.:..mw\a..... .�• •,�"•.� '`:::;;r , >.h :, ..,•...J.:';: .;< ; ..,,.., :>.:: Ceiling: Cathedral Ceiling 1,552 30.0 32.0 0.016 0.026 25 40 DRA IN SHEET NAME: Wall:Wood Frame, 16" o.c. 919 19.0 22.0 0.025 0.060 16 39 o Door:Solid Door(under 50%glazing) 42 0.200 0.320 8 13 NOTE S Dp by Window 1: Wood Frame 168 0.350 0.320 59 54 SHGC: 0.40 Window:; Wood Frame 57 0.250 0.320 14 18 o ` o SHGC:10.20 0 o Floor:AIII-WoodjoistfTruss 1,500 30.0 32.0 0.016 0.047 24 71 DRAWING SHEET N0: 103'-11" 48'-l" 01000 rc & ;SIAN DVFEW . Project Title., 3651 NDVIEW LANE2/24/2 Data filename: Page 1 of10 Data filename: Page 2 of1 ARCHITECTS: EXISTING CONDITIONS INFORMATION CONTAINED IN THE C(ONTRACT DOCUMENTS REGARDING EXISTING FACILITIES AND SAMUELS+FROM DRAWIINGS. OTHER FORMS OF DOCUMENTATION ,VERBAL ANDCON DITIONS IS TAKEN WRITTEN REPRESENTATIONS FURNIISHED BY THE OWNER, AND OBSERVATIONS IN THE FIELD WITHOUT EXTENSIVE EXPLORATION OR DIMENSIONAL VERIFICATION. CONTRACTOR IS REQUIRED STEELMAN TO CHECK AND VERIFY ALL INFORMiATION IN THE FIELD PRIOR TO ORDERING MATERIALS AND PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF DIFFERENCES BETWEEN WHAT IS INDICATED IN THE CONTRACT DOCUMENTS AND THE ACTUAL CONDITIONS THAT WILIL MATERIALLY AFFECT THE PROJECT. C -350.0 B A ADDRESS: DEMOLITION NOTES DEMOLITION LEGEND 25235 MAIN ROAD CUTCHOGUE NY 11935 2. ALL EXPOSED WIRES TO BE REMOVED BY 631-734-6405 THE CONTRACTOR. NOT IN SCOPE I 1 3. ALL ITEMS TO BE REMOVED IN (ORDER TO 32' - 10" CONSULTANTS: I ACCOMODATE NEW INSTALLAT-ION. ENGINEER: 4. ANY UNDETERMINED PORTIONS OF THE NEW MARESCA &ASSOCIATES DEMOLITION TO BE SUBMITTED TO THE CONSTRUCTION I 188-04 W. MONTAUK HWY CLIENT AND ARCHITECT VIA RFI PRIOR TO I I I I I I I I I I I HAMPTON BAY, NY 11946 I I I I I I INITIAL FEE PROPOSAL. THE KEEP EXISTING OWNER: DEMO SIDING CONTRACTOR ACCEPTS THAT'THERE C _ _ WILL BE NO SUPPLEMENTAL DEMOLTION WALL i i i i i 1 AND SHEATANG DON AND LINDA COS TANZO i FEES AFTER THE INITIAL CONTfRACT IS ' ' ' ' 365 ISLAND VIEW LANE I I I I I i SIGNED UNLESS THE SCOPE H)AS BEEN —— —— _ _ _ — _ _ _____ _ _ _ SOUTHOLD NY, 11971 MODIFIED BY THE CLIENT. EXISTING — / — — — — — — — WALL I �� III I REVISIONS: REMOVE CABINTRY, TRUSTEES APPLICATION 9/3/24 FIXTURES, FINISHES i PERMIT SET 10/1/24 KEEP EXISTING WALL AND I REMOVE EXISTING I AND PANELING IN PLACE BID SET 10/18/24 ZI I I i SHEETROCK l i BID SET REVISIONS 1/23/25 2 I I I L—J AND EXPOSE -350,0 CAVITY ` ' jll I I I BEDROOM 3 PROJECT NAME: KITCHEN I I I I UL SELECT WINDOWS REMOVE HW HEATER I I // POST STRUCTURE TO TO REMAIN AND ELEC PANEL REMAIN I 2 RELOCATED EXISTING o I i j' ELECTRICAL METER ,j� ,,, ,/j j' ;'j;/ ; ` N ( C EXI ING LOFT REMOVE EXISTING ABC E TO BE REPLACED L I FLOORING O —I REMOVE EXISTING CONCRETE STOOP 00 co BATH rn ice, �..j/-/•�•ij"�' %./:- /'- °,' f /f` / _ - ,/f � -; j' ,//`'' ' ,/�' - / ,: - % � I I- - •'- - .' • '- `.'I O Zz ,< � �,- ;,l,;• _ � j ,`- ///�f/ l" � �,� ,_ � ,/ ..`'' //� ,, �, j i I•-. . - ' ,' , - I r — — — — — —� II DINING RM 10 - 8 10 I I ' / v�/i ///// •,/ ,jf / ,��,.1`, �, - - /j, -/;' f�` - f"� i/j j f / � �'_ .- - -- � 1 , 1 i) I '✓ ' / ,, / /; / / yj; ' �/%�` y. /.,-�' _ /jI r PROJECT AD DRESS: - _ //"> '• ;' � ' ,�i •GAf�t' U{x'�: ,,. ;/� ,;' / -/ ., ' /�. / _ i ;✓ �, ;, ' /` %;% f f- / ———— -- ------- ----------------------------------- — — — 365ISLANDVIEW LANE N N � y' !.� r f :'l/' ' :� , �/ / ,% j ;. , ; ' ,: / ;". / I FI I —— SOUTHOLD, NY 11971 HALL I I POST STRUCTURE TO I i/ REMAIN I FtE AR^ !/% � !, '�,-,/`�';/ - - - , .j;`; ,f,' j./j - ,`,,f' i ^j! "-�`. `•/'. -.',,. j/;/` j I I BEDROOM LIVING I ," %i, -'f / !' .,1:" / f -;' '•f !'- j`F/ /` + - ,-l' ,,! -j ,i - 'l.'/. `i ------- -- 2 RM / ,y -j _ F•, - `-�; , • , ,/` - •/' _ _-/ i III I * � cn o —————— 8 REMOVE CEILING I I I REMOVE EXISTING44 S' 0 �% r' =/ '•,: j: ' ,' �,/ / .�' / � ' TILES I <<' I I SHEETROCK TF �O '>> AND EXPOSE / CAVITY / PRIMARY \\ / I DRAWN BY: Author BEDROOM I I // KEEP EXISTING WALL AND DATE: 1/23/2025 4:39:20 PM /" � % ;�/` f' <^ j/ l , j / �• j` '�. / f / I I I ( I I AND PANELING IN PLACE I I SCALE: As indicated DRAWING SHEET NAME: 04 - - ---- ——— — — -- I DEMOLITION PLAN REMOVE PORTIONS FOR NE 1 I I DRAWING SHEET NO: 21' - 11" 15' - 3 1/2" WINDOWS 2' - 1/2" '3' - 10" 65' - 11 1/2" Level 01 Demo Plan SCALE: 3l8"=1'-0" DMml 0000 i ARCHITECTS: CONSTRUCTION LEGEND SAMUELS+ NOT IN SCOPE D B q STEELMAN C - NEW 18' - 10' CONSTRUCTION 13 - 5 1/2 ADDRESS: I I I EXISTING PORCH 25235 MAIN ROAD _ _ 1 ABOVE ALIGN NEW 12"SONOTUBE CUTCHOGUE NY 11935 DEMO I -350,0 �a a: _ I DOWN X BELOW G R OUND 63 1-734-6405 WALL FU URE OUTDOOR -------- --- I (TYP) TO 6X6 POST CONSULTANT S: SH WEIR SLAB EXISTING WITH CENTER DRAIN ENGINEER: WALL EXISTING STAIRS MARESCA ASSOCIATES RELOCATED INTACT 18-04W MONTAUK HWY -351.0 I i - __ HAMPTON BAY, NY 11946 — ----------------- ----- --��--;a-=, _��=— —I -------------- I— --------------------- ------- ———————————— —————————————— --i OWNER: I ' DON AND LINDA COSTANZO � I I -------------------------EXTCMUFOUNDATIONWALLS- 365/SLANDVIEWLANE SOUTHOLD NY, 11971 I I I I I REVISIONS: ' 12' - 011 EXISTING 8"CMU BLOCK TRUSTEES APPLICATION 9/3/24 I 2 i i FOUNDATION ON 8"X 16" I I I PERMIT SET 10/1/24 -350.0 P.C.FOOTING CONTINUOUS L I I BID SET 10/18/24 10' - 7" ; ' I � ti Ica BID SET REVISIONS 1/23/25 J I I CID i EQ EQ ? Q 5' - 0 1/2" 4' - 11 1/2" w I ' r� I ' ' PROJECT NAME: NEW 12 SONOTUBE I I EXTFJ X6 @ 16 I I NEW DOOR.REMOVE °C I - - - I DOWN X BELOW GROUND ' I W I I CONCRETE STEM WALL I i PROVIDE NEW SPR Y FOAM R-191NSULATI-0 Y I NEW 6X6 POST EXT FJ 1X10 16 (TYP) TO 6X6 POST c� I i i I AT LOCATION o i ' ' ON 3=16"POURED CONC. _ C� "r 2.2X8 PT m I I 3' 0" ( — — , I — — — m � ! ' OTING.POST ABOVE, TYP I I EXT CMU WALLS I � I I I NEW 3.5112"LVL= a - - , -� s - - - � I +. ----------------------------------------------------------- N --------------- i I I rr 2X6 @ 16 PT DI EXISTING CRAWL SPACE I I / i j.;;` r /f l r i' / ! •l ;; ' i ' EXT FJ 2X6 16rr 001 I o NO WORK NEW TECOS CONNECTIONS AT BOX,BEAM NEW 6X6 POST �% - •'''" �` '� %'/'f �'�� /� 1 / /' :' i i I I ON3X3X16 POURED CON I EXISTING 1X10"LEDGER SPIKED i I ,/`•..i'ii ,,:' _./,'��//i;/�i"" _%/',/l. %.%'`�.'' '-/' �`` " ;,'�'.�,';'.' /-,'- ' '_"�,y`f,:,`,...:,�f... .y'�. % -f, �;�" �� Ii IiI II 'i FOOTING.POST ABOVE.T P. TO BOX BEAM. TECO FLOOR JOIST CONNECTORS �30�� O I �, _/ /� - - %`l �,:- ,;� ',//.' ��%';��' %%%,%'' .` •�;f. ,// '�/ �. � "� _ % f - --------------------- -J I II II EXT CMU WALLS I .�'• •,./ ,,y `,; ",, �"'%' `" �'j _ /` EXISTINP.C.SLAB'-W/6X6W WFON ' '� - , NEW 3-51/2"LVL o — ., COMPACTED ,-------EXT CMU FOUNDATION WALLS------ ----- -J PROJECT ADDRESS: p 1/21r 3651SLANDVIEW LANE SOUTHOLD, NY 11971 Cn I F/ / r' ''/ /', / •i+ ,,%j/,F�' r T,/=v.!„'/ V F/ !' ,/ - �,; � ,/• _ j i. I " n n � � I , Q XT2 X10 FJ@16 O.C. r Q� EA EXT 2 X 16 FJ @ 16 O.C. I E rr " " �� NE J q T ; ' •' " ,f ,r' //% '�/� �,F :/ �' f y' %' ,� I c� PROVIDE NEWSPRAYFOAMR-19INSULATION PROVIDE NEW SPRAY FOAM R-19 INSULATION U) 9436 OFNE�`I 1---------------- ------------------ ------ -- -- ----- ---------------- ---- -------------------- I I - - -- - -- - - - - ---------- -------------------------------- I Author Z DRAWN BY:xi� EXT CMU FOUNDATION WALLS I 2/4/2025 2:16:46 PM DATE: I I \\�\ \\ \"\ ; \• , ; SCALE: As indicated DRAWING ------------------------------------------------------- ' `\:�- ----------------------------------------------------------------------------------------- -------------- ------- - --- - -- - ----------------------------------------- --- GSHEETNAME: FOUNDATION PLAN t ' ° NEW PRECAST SLAB AND RETAINING WALLS 77te = -a FOR 250 PROPANE TANK. NEW AC CONDENSER MOUNTED ON WALL. DRAWING SHEET N0: CONFIRM STRUCTURE SUPPORTS BRACKET 4' - 10" FOUNDATION SCALE: 3l8"_'1'-0" ' Aml 00000 I i ARCHITECTS: 1. VERIFY WINDOW SIZES PRIOR'TO ORDER WITH ARCHITECT 2. ELECTRICAL PANEL TO BE RELOCATED SAMUELS+ - 3. SEE SITE PLAN FOR NEW AC CONDENSER AND PROPANE LOCATIONS 1 4. ALL EXISTING SURFACES TO BIE PATCHED AND SKIMMED AS NECESSARY AND PAINTED WITH LOW VOC PAINTS. -350.0 ST EELMAN 5. A LICENSED ELECTRICIAN TO PERFORM ALL ELECTRICAL WORK. C D B n 6. WATERPROOFING IS REQUIRED IN THE BATHROOMS, THE WATERPROOFING SHOULD EXTEND UNDER THE CABINETS ~ AND UNDER THE TUB IN THE BATHROOM. 8. A LICENSED PLUMBER TO PERFORM ALL PLUMBLING WORK TO CODE. 10' - 2 1/2" 8' - 7 1/2" 13' - 5 1/2" ADDRESS: 9. ONLY LOW VOC PAINTS AND FLOOR FINISHES SHALL BE USED, I I I 5' - 0" 5' - 0" 1 25235 MAIN ROAD CONSTRUCTION LEGEND CUTCHOGUE NY 11935 631-734-6405 I I CONSULTANTS: NO1r IN SCOPE 9' - 6 1/2" 8' - 4" ' ENGINEER: EXPOSE CAVITY OF WALL FOR NEW R-19 2' - 2 1/2" �' - 6 1/2" 2' - 5 1/2" 13 - 2"! MARESCA &ASSOCIATES BATT INSULATION 188-04 W. MONTAUK HWY NEVN I I I ED2 ; ; ; 3 I HAMPTON BAY, NY 11946 CONSTRUCTION 2 ' F OWNER: Q 1-7 /4"LVL HD `- DON AND LINDA COSTANZO _ ] DEMO L - _ - _ 3651SLANDV/EW LANE WAILL o EXIST SOUTHOLD NY, 11971 EXISTING WALL NEW EGRESS WINDOW i I co I � (,,, , EXISTING OPENING: 13.0 SF _ -� _ - NI-_i— AND PANELING , REVISIONS: SILL: 36" �� I i - �oa' � _ � TO REMAIN WAILL 3.2X8 HD I TRUSTEES APPLICATION 9/3/24 W2-9 XH4-5 2 PERMIT SET 10/1/24 -� - - �� - DINING -350.0 N 2X8 @ 16 CJ 7 G 10/18/24 I N r 1 ' _ , L - J I I 105 � BID SET REVISIONS 1/23/25 OVERHANG ABOVE `4 I - I "' EXISTING SKYLIGHT (REPLACED) I - -i KITCHEN I _j _ �NEW 4" MAHONGANY i ° ( �, _ NEW KITCHEN DECKING PER SPEC i 104 1 ° ° CABINTRY AND PROJECT NAME: RELOCATED ,� BED 2 1 —� I I I o0 APPLAINCES ELECTRICAL METER 5 - 0 5 - 1 103 0LM r'-- i I II L — — J rf \\ ALLOWANCE: NEW ; ; NEW HD • PAINT ON ' ' ' ' i D1 —3-2X8 HD EXISTING BEAM 2-2"X 8" EXISTING WOOD UP , , 2-2X8 HD REPLACE WITH 2.9112" SHINGLES 1 8 1 2" 5' - 9 1/2" -351.0 I N � � I EXT.PAST ' ED2 00 � NE \\W POST I I ' W I J CV • . ELE 2-.2X8 HD c� C NEW SLATE W I I r Z FLOOR W/ FLUSH N E D I i ATTIC AND WALL I M _ GT CL TRANSITION _-- _-- • . SITION 10 8 ---- -- ----- TO ROOF ABOVE O ;. _'= _ - -,. .' ,- -•,- .. ,' ,_'- ^-; -', , '„-'-,- _;- . ; ._ _•- _ _ ' . • . . . _• :.;- ; . ' � •: , `, ; _ ,. ; . _' . - _ 1114 , II AIR HANDLER IN 3-2X10 HD ATTIC _ _ -• - - - , _• - " - _ - _ ,- - ' - _ - . - .' .. . , - _ '. � _ . '- - ' ,• , .'- ; - : ' / - - - - — - - - -- _ _ -- - _EXISTING RIDGE - -,_ _ - _' - - N �21 - 4" 3 _ - - '\ NEW PULL DOWN - r _ 2-1'' 44/2 _ HATCH TO ATTIC o y _ DECK 1 5 1 . W/STAIRS c=, 'GARAGE N . \ „ EXPOSE CAVITY OF N \ W WALL FOR NEW R-19 3 2X10 HD I r BATT INSULATION c� 3' - 4 1/2"' 2' - 4" 3' - 5 1/2" = NEW POST O , „ _ Uj ' - 0" 4' - 1' r 8' - 61/2" ' - L L - EXT.PAST �1 NEV11 SKYLIGHT N 3.2X1 HD EXISTING BEAM 1-1"X 8" r I,N NEVV.LOCATION. — :� _ ' _ _ : - • _ o p - REPLACE WITH 2-91/2 0 • •• - , • - - - - - PROJECT ADDRESS:'� RE SS: 00,_ y _ L - - • . ' ..,,' •- I' - - - - - • _ - •- ' _ � - -3- 2X8 HD - - - � � HALF WALL 3651SLANDVIEW LANE ' N SOUTHOL , NY 11971 I , , „ - - - - - - - -. , • � ITECT -, WITH ARCH WIC � "' I a 108 W M v D2 PRIMARY BEDROOM � _ L77T7, EXISTING RIDGE 107 I I r r r N WH/DR - NEW GAS INSTANT ;r / ,, \. (� N = r HOl''UtiATER BEATER PER t EC - / -. - P. BATH I x I N I - � W I N co O EXISTING WALL AND \ PANELING TO REMAIN CAB - 3 2X8 HD , • , �... 2' - 211 6' - 71/2" a� 2' - 2" \ H - - - - - - - - - - - - - - - L - DRAWN BY: Author - = - • . 2=2X8"HT 2-2X8"HD 2.2X8"HD DATE: 2/24/2025 12:01:22 PM 2' - 5 1/2" ' �' �' DRAWING SHEET NAME: 5' - " 1' - 10" 1' - 10" 8' - 91/2" 2' - 3" 2, NEW PAINT ON CONFIRM 7' - 6" 12' - 101/ ' I 1 1 SHINGLES WOOD CONSTRUCTION PLAN 1-HR FIRE RATED WALL EXPOSE CAVITY OF Level 01 Floor Plan ROOF FOR NEW R-30 DRAWING SHEET NO: BATT INSULATION NEW EGRESS WINDOW SCALE: i3/8"=V-0" OPENING: 7.3 SF SILL: 41" W 2'-2"X H 3'-3" Ami 01 ■ ARCHITECTS: SAMUELS+ 1 STEELMAN C -350.0 D D A 2 1/2" ADDRESS: I I 25235 MAIN ROAD ALTERNATE• NEW HALF ROUND GUTTERS CUTCHOGUE NY 11935 CONFIRM E ISTING GUTTERS FUNCTIONAL CUTC OGU I I -6405 CONSULTANTS: EXISTING R OF i i i i i ENGINEER: MARESCA &ASSOCIATES 188-04 W. MONTAUK HWY HAMPTON BAY, NY 11946 OWNER: _.__. NZO I I DON AND LINDA COSTA 3651SLANDVIEW LANE SOUTHOL' REPLACE EXISTING SKYLI HT D NY, 11971 IN EXACT PLACE REVISIONS: -351.0 i .. TEES APPLICATION 9/3/24 j - 2 10/1/24 PERMIT SET -350.0 I BID SET 10/18/24 I I I I ti BID SET REVISIONS 1123/25 NEW 2X8 @16" RR p WITH 3/4" PLYWOOD, EXISTING PE LATH UNDERLAYMENT, I I I, I PROJECT NAME: AND ASPHALT SHINGLE ROOFING 2' - 2 1/2" EXISTING SLOPE EXISTING ROOF : ... ..�10 ... ... .. 1 t _..... _ r i j _._... s .. .,.., .. .. .... .. ... .., .. .. .. _ _ „. .. .. ._. _. ... .. .. .. .. .__ ... j� : „ 0 .. . ......... ............... t O .. v I NEW SKYLIGHT IN E LOCATION N K`Y( NEW L CA 1 I L , e i ; I _.. . . .. PROJECT ADDRESS: E . EXISTING SLOPEEXISTING_ . I i . . 365 G VIEW LANE 11971 . t i i I .. . _.. SOUTHOLD, NY . . . _ ROOF , 5 i EXISTING SLOPE 1 i.. ..,, ... . .. .. _. . , _ 5 3 i J EA/V I i o : T ... . _. .. TI SLOPE _ EXISTING ST )44 6OF DRAWN BY: ; Author DATE: 112812025 12:40:02 PM I � I . . E ) DRAWING SHEET NAME: I I I ROOF PLAN EXISTING ROOF DRAWING SHEET NO: ALTERNATE: NEW HALF ROUND ROOF GUTTERS CONFIRM EXISTING GUTTERS SCALE: 3/8"=V-0" Am250m00 i ARCHITECTS: NOT IN SCOPE GFI GFI OUTLET (NON TYPICAL HEIGHT) SAMUELS+ O DOWNLI�HT 220 (SURFACE MOUNT) 22 VOLT OUTLET STEELMAN DOWNLIGHT ON SENSOR S (SURFACE MOUNT) W WET ZONE GROUND-FAULT CIRCUIT INTERRUPTER RECEPTACLE RECESSED LIGHT FIXTURE QUAD RECEPTACLE ADDRESS: (H=NON TYPICAL HEIGHT) 25235 MAIN ROAD SWITCH(VIF) CUTCHOGUE NY 11935 SMOKE[DETECTOR 631-734-6405 � O CEILING IFAN $D SWITCH ON DIMMER(VIF) CONSULTANTS: I I I I I I CHANDELIER T THREE-WAY SWITCH ' ' ' ' ' MARESCA &ASSOCIATES � L1 _ _ _ _ HORIZONJTALCOVE LIGHT 188-04 W.�- ^'�,, , , I I , I HAMPTON BAY'TAUK NY 11946 HWY I I I I I (SPECIFY(VIA SHOP DRAWINGS) *H SCONCE (H=NON TYPICAL HEIGHT) OWNER: L2 HORIZONJTAL SHELF LIGHT (SPECIFY(VIA SHOP DRAWINGS) _ _ _ _ THERMOSTAT _ _ H (H=NON TYPICAL HEIGHT) " _ DON AND L/NDA COSTANZO SH ,up FmVV ROLLER"SHADE I 7,,1 365ISLANDVIEWLANE SPEAKERI�� `H (H=NON TYPICAL HEIGHT) - - � - - - SOUTHOLD NY 11971 /, ,F , SOFFIT LOCATION/ (CONFIRM DURING CONSTRUCTION) EXT EXHAUST _- LIREVISIONS: r-- - F I Vent Hood------ I TRUSTEES APPLICATION 9/3/24 #DROP CEILING[DROP HEIGHT I I I � I � ' ' �` PERMIT SET 10/1/24 a JUNCTION BOX I I (o T I I \ DATA/ETfHERNET OUTLET i i — - � �!_____ � \\ - j BID SET 10/18/24 v (H=NON ITYPICAL HEIGHT) I /rATUC:nD L____---JI � ,.,_ � \\I � EXTBID SET REVISIONS 1/23/25 DUPLEXFRECEPTACLE I(H=NON 1TYPICAL HEIGHT) 2 `I I j ,' o;KITCHEN �d o DININGPROJECT NAME: REFLECTED CEILING PLANT LEGEND s J CEILING , i _0 _NEW sic $D- $--------------------- b w I I 1 I I ® zi Of I I I ENTRY----- � — _-\ IE NEW DR. _____ __ \ ---------- _ r \ CY f •i/I i; 1 1 I W/ r OPEN TO ABOVE I O YSN I I 1 6 - 8 11 ......... 9 1/ /f;, /�-' •/" , '/ / ' ,�' I DINING '.' ; REPLACE EXISTING �• -/ i ; 101 I ' LIGHT FIXTURE. BATH NEW WIRE TO SWITCH CY LOCATION , ✓<" ;' -f i > / \ w 0 /, -- ;; (` ,.�• -� � / - $ � SIC O - - - - - - - - - - - - - - - - - — PROJECT ADDRESS: 365ISLANDVIEW LANE SOUTHOLD, NY 11971 , / . y _; ��' '-------- ......................:. LU PRIMARY BEDROOM ' $� I \I GAS 1 0 U�1 I 107 ii/ WIC j ; QED AR J LAN / NEW GYP BD CEILING - ------------ - li �4436 OQ�•" _ I CEILING • I FOF , .. f... .. _... - STING I OUTLETS TO REMAIN IN ?. '• '''' ., -• i ' ' = - - - - - - - - - - - - - - - - - - � — DRAWN BY: Author I EXISTING WALLS DATE: 1/28/2025 12:44:05 PM qp EXTEXT SCALE: As indicated DRAWING SHEET NAME: POWER/DATA PLAN DRAWING SHEET NO: RCP 1 ST FLR - SCALE: 3/8"=1'-0" , Am275w00 F7 ARCHITECTS: NEW EGRESS WINDOW SA MUELS+ OPENING: 7.3 SF 1 2 FLAT PVC TRIM EXISTING ROOF � _. WITH DECORATIVE _ _ _ K- w ....... :.. STEELMAN EXISTING SIDING DRIP EDGE _. w.w . eve WINDOW LEVEL eve v .v _.� .:-w: .., .. ._ L I ATTIC14' ._ -..: ADD _:.. _._ — T CUTCHOGUE NY 11935 Level 1ST OW 25235 MAIN ROAD -734-6405 631 ..............._ 1 1 M _. , 1 — — _.____._.____. _ _ — EXISTING INDaV1� o Level GARAGE CEILIN CONSULTANTS: — IL 4" ' - CONDENSER-S-E.R— ........ ENGINEER: Nn NEW EGRESS - - - PROPANE 00 MARESCA &ASSOCIATES - -� —� VVI - TANK 188-04 W. MONTAUK HWY HAMPTON BAY, NY 11946 — — — Level01 OWNER: 3'-6" :• : ; ; : C:NIIJ RETAIN. - co Level GARAGE DON AND LINDA COSTANZO 'EXISTING CMU.FOUNDATION WALLS - r 3651SLANDVIEW LANE iy) 4" Lev_ UND SOUTHOLD NY, 11971 /` /' ,`/ //j• / ; //J / JJ" J' /,` /i. //' / ;!,•' ,` , '/. /. , / ',r i` rJ // /' r' i J J,/ /J / /- O il REVISIONS: � TRUSTEES APPLICATION 9/3/24 / Level FOUNDATION �, PERMIT SET 10/1/24 -3 -0 BID SET 10/18/24 Proposed South "_ , „ BID SET REVISIONS 1/23/25 SCALE: 1/4 1.0 NEW SKYLIGHTS PROJECT NAME: NEW WINDOWS EXISTING ROOF EXISTING CEDAR <: . 2 :..-:......,::- ::..:: SHINGLE SIDING — - — — — T W -011 EXT. SCONCES Level 1 1 0 ED2 NEW 31/2" FLAT PVC TRIM _ NEW NDOW - """""'""' —Level GARAGE CEILING - VVITFFDE-CORATVE — _ — — — — — — Z® DRIP EDGE W3 7-� _BO ED3 � - E = O _ R — C , '� Lev 1 XT.'FOUNDATIO'NS ;' ,. N DECK 3'-6" — _ : - ' •• ' !'�." _ . - _ - ;` _ _ — ... M _ Level GARAGE // r /. %; / J / / J / / /` / Cr Level GRO u EW.WOOD.STAIR/ / . J% VE�f J / 'J. �fEW WOOD REMO,V B� N 1�111r 1 / /` / J / / ITH dOb % 'J / '/t / !/' ' / / `PAN�L:'UN6tk`DE If!" ' IT �S 7`IN �/ /:' r'f , ',/FVT� E VlJ /i/ /' 'J/` /J/ /,' , J ! r / ' / / / // i /// / / JM / U) / S7 / / / V.V , j// / ,'J, ' F.• //jJ / J / / , ` / / J /- / /?p /Level FOUNDA �N�_ Pro osed North % J / r / / f -3 SEE SECTION 1/A 352 P // //// /' �/ 0 /� J / J /` FOR ELEVATION 2 SCALE: 1/4 1-0" NEW OVERHANG AT /' DOOR 1/2" FLAT PVC TRIM WITH DECORATIVE 2X6 RAFTER TIE AT DRIP EDGE DOOR OVERHANG PATCH IN NEW CEDAR PROJECT ADDRESS: SINGLE SIDING EXISTING SIDING 365 ISLAND VIEW LANE 3 1/2" FLAT PVC TRIM PAINT ALL TO MATCH SOUTHOLD, NY 11971 AROUND NEW DO EXISTING ROOF EXT. SCONCES EXISTING ASPHALT EXISTING SHINGLE ROOFING WINDOWS NEW EGRESS WINDOW - OPENING: 13.0 SF 2' - " Level CEILING — — -- — - — — - — — — — — — LNG 11-611 _ Level CEILING Level 1ST W Level1 W N W4 NEW M. _.. mm... 1?GRES Level GARAGE CEILING C, 0 1 A, — WIN. — — — — — — — — 0 81 -4 1 1 1 1 1 1 1 0 00 0o CD zi 1 _ Em F 1 tz Level01 DRAWN BY: Author Level 01 -6 DATE: 2/24/2025 12:01:27 PM 3 _6„ — r EXISTING CMU 04 SCALE: 114"= V-0° EXISTING CMU FOUNDATION FOUNDATION �;i Level GARAGE DRAWING SHEET NAME: _ _ _ Level GARAGE / f , / Lv / e ei GR D .j / o ELEVATIONS/i J / ,j f. J" fl / 0 J / / FOUNDATION �; / ;` / oil- Level FOUNDA N i / / " ,j DRAWIN G SHEET % N0: !` 3 Proposed West Proposed Ea SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" Am300mO I ARCHITECTS: 2 -400.0 EXISTING RR, PLYWOOD, LATH UNDERLAYMENT, AND ASPHALT SHINGLE ROOFING. NEW C EXISTING RR, PLYWOOD, LATH UNDERLAYMENT, D B AND ASPHALT SHINGLE ROOFING. EXISTING A R-30 BAIT INSULATION WITH GYP FINISH R-30 BATT INSULATION WITH GYP FINISH SAMUELS+ ------------------------ EXISTING RR STEELMAN EXISTING RR Level ATTIC PLAN 12 -4 NEW CJ 2X8 @16 O.C. — — — Level CEILING ADDRESS: — _ Level 1ST TOW 25235 MAIN ROAD I I OR SIZE 11'-0" CUTCHOGUE NY 11935 631-734-6405 I CONSULTANTS: EXT SIDING, NEW R-30 BATT EXISTING WINDOW ENGINEER: INSULATION BTW STUDS. NEW I ,' �� ' �� ' �� I ------,--. ( ,�� — EXISTING EXTERIOR WALL MARESCA &ASSOCIATES GYP BOARD FINISH ; DINING D 4 WITH EXISTING SIDING. 188-04 W. MONTAUK TES o I 105 WY NEW INSULATION AND GYP HAMPTON BAY, NY 11946 i 1 KITCHEN i 0 BOARD oO 104 OWNER: BED 2 � ! � DON AND LINDA COSTANZO 103 o ®0 '®' ®> I( 365 ISLAND VIEW LANE SOUTHOLD NY, 11971 REVISIONS: TRUSTEES APPLICATION 913/24 ' — — — —Level 01 PERMIT SET 10/1/24 EXT FJ W/NEW SPRA1 FOAM INSULATION R-30 3 -6 BID SET 10/18/24 REVISIONS 1/23/25 - - r EXfSTII�G CRAWL-SPAG Level GARAGE PROJECT NAME: 411 Level GROUN. D (= NEW 6X6 POST TO GIRDER =I I I I EXISTING 8" CMUIBLOCK= I I III III=I=III_ I=I I =I I = _ -NEW PC FOOTING =I I = I --P.C. ON 8"X 16" ( 1—I I I—I I I = I I=III=�= I I =I I II SEE PLAN FOR SIZE = I =I I I — I —P.C. FOOTING CONTINUOUS l 11111 _ III i I I III I i I i I I I I I I =III= I = i I I=I I I — I= I I=I 1_ III — IIII EXISTING 8" CMU BLOCK I Level FOUNDATION FOUNDATION ON 8 X 1611 — _ 11 P.C. FOOTING CONTINUOUS .�ai" .. —=I = I 3 0 I I � d. _� i I IIIIII=I i _�_ I= = I = =III= I I —1 I IIII1 I IIII—IIIIIIIII—IIIIIIIII—III I I I1 I IIIIIIIIIIIII1 I I1 I I—I II I---IIIIII—III I I I1 I IIII1 I I1 I I—IIIIIIIII1 I I=1 I I IIIIII I II I --IIIIIIIIII 1 2 3 EXT RIDGE BEAM Section 4 SCALE: 112"=1'-0" O I NEW ATTIC STRUCTURE. NEW FJ I F.�;j.�,, I AIR HANDLER LOCATION I 2X8 @16 WITH 3/4 PLYWOOD U��ONR'30 R �Bgll�� SUBFLOOR. R-13 BATT INSULATION. N�IV 6A��'INS NSU`gr�DNR3 RR POTENTIAL DUCT LOCATION I I _Level WINDOW_LEVEL 14'-8-811 coo pN Level ATTIC PLAN AIR HANDLE �R3 1 '-4" O NI MY, E FJ 2X8(@16WITH R-13 B TT INSULA ION NEW CJ 2X8 @ 16"OC Level CEILING_ � 11'-6H EXISTING EXTERI6f� - — — — — — — WALLS. NEW CLOSED 2X4 @ 16"OC _ Levei 1ST�nl CELL INSULATION 1 PROJECT ADDRESS: BTW STUDS. 2X6 WALLS ' EXISTING CEDAR W/ R-19 INSULATION '' 365/SLANDVIEW LANE SIDING TO REMAIN. , ,' � �� ,' SEE INTERIOR SOUTHOLD, NY 11971 PRIMARY BEDROOM ELEVATIONS BED 2 CT CL BATH\ 107 103 114 102 °O 0 ER ARC EXISTING EXTERIOR i 0 0 0 WALLS. NEW CLOSED CELL INSULATION BTW STUDS. SEE INTERIOR 2X6 WALLS EXISTING CEDAR i ELEVATIONS 9EE I T LE W/ R-19 INS IONI' SIDING TO REMAIN. i i P Al 04436 ' = Level_01� OFF NE�� X, _, ••�. 31 6n EXT 2"X 10"/ @ 16"O.C.PROVIDE NEW SPRAY FOAM R-19 INSULATIO /` _ ' DRAWN BY: Author EXISTING GIRDER BEHIND EXISTING GIRDER BEHIND EXISTING GIRDER BEHIND DATE: 21412025 2:18:51 PM -. . ' SCALE: 1/2"= 1'-0" EXISTING CRAV L SPACE , . EXISTING".CRAWL SFAC EXISI`ING CRAVIIL SFAC� _ 001. 001-, _ DRAWING SHEET NAME: 001 . Level GARAGE - NEW 6X6 POSTS 4n • - - - - - • _ - .l • _ - Levei GR ND OU SECTIO N ' -- - - -- - I I I i . I i I I.... 1 1 i I I.. P° i i i , I I .. I : I i i .', ....I i i , ...: : r , , i i ..........._ , I1 ` ; I . _ iI ............ r : I , ( I , I :- .I I : I i I : I . ( I 1 i I I I i - 1 ;.... I I I : i ! I ! , i i i : , ! i ... .. ....I ._1 , ,.... ....! .... ..., , ,-. _..; : .....___._.I :..__._..( s :..__..__.1 I I___-__..i ._.._. .. ,._..-_...... .- _ ._........_... i .__.._.—.._I .........._...... .... ........... I................... ..._ ... ! , ................. ! ......_ ....... ................ .. .......... ....... .. ...._....._...... .......... _... .. ._ I I I I I . , I I i t I l I i i I I I . . I I II , , I -_.._ DRAWING SHEET_.. I N0. I NEW 8 CMU BLOCK , ! EXISTIN CM BL _ _.... ! '..............._.i _.._...._.-! _.._ ......_.,.._ _. 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I L�. � :.__III.... :..III...........:.Ili.........----I_....I_. _- i I ARCHITECTS: - ,z:�—4 1=�, /-� /----\ ,-----,, /----,\ I I ----� I SAMUELS+ 1 ---� �� I I STEELMAN -----� ( � � ------ � -� �- . � )4 . -�� I I NG - - - ,,� — — — ��7��--4--0� �-,-�-� y- T I- �f — — _ �— _ — _ — _ _ _ _ _ R,A _ _ _ _ _ _ Level ATTIC PLAN ir R —__----- --f5 , 12'-4-411 ADDRESS: — _ i Xfi -NG " _ _ _ — _ _ _ _ _ _ Level CEILING — 25235 MAIN ROAD ------ --- -------- ------ — — — _____ ____ T W NY 11935 ---------- --------- -- ------------ — — -- ----------- --- _ _ _ _ _ eve _ CUTCHOGUE 631-734-6405 CONSULTANTS: i,\\ ' I I ENGINEER: D 4 W4 I /' I � I EXISTING RR, PLYWOOD, LATH UNDERLAYMENT, MARESCA &ASSOCIATES 2 � �'0 AND ASPHALT SHINGLE ROOFING. NEW 188-04 W. MONTAUK HWY ' R-30 BATT INSULATION WITH NEW GYP FINISH - a, I HAMPTON BAY, NY 11946 _ / - 00 � I[LL==� EXISTING EXTERIOR WALL OWNER: ~ WITH EXISTING SIDING. \ T. I V � I \ O NEW R-19 BATT INSULATION DONAND LINDA COSTANZO = AND NEW GYP BOARD 365 ISLAND VIEW LANE o _ \ SOUTHOLD NY, 11971 REVISIONS: J_ TRUSTEES APPLICATION 9/3/24 — Level � PERMIT SET 10/1/24 . • , - .- - I = ,_ . . . , . • • _ - - _ . 3'-6" C_® BID SET 10/18/24 • . - , , � - , _ , - , ^ EXT FJ W/NEW SPRAY FOAMR-301NSULATIO BID SET REVISIONS 1/23/25 1. `. ' - . ' ' : - .• . • . ; - _ ; , ; ; EXISTING 8" CMU BLOCK - , ; . • • „ • - • . . - L - EXISTING ORA FOUNDATION ON 8 X 16 - - . . - W.SPACE . . • - • ' , P.C. FOOTING CONTINUOUS PROJECT NAME: - . . ,_1 - L _ . . _ _ _. T _ — — — — Level GARAGE L� — - r - — — — Level GROUN4° , -.._.... n- ; — I 1 : ! :..._.........._.1 . _.............. ....:......_-.. -... ....._...... ....1 - - -1 - -....._...._--r . 1...................1 1 I— - -... :..... ...... ._._ ................ ........... _ _ - I II . : :......... ! ! ! i I......._........_ I i _ y _ .. I I I..:. I I.. _....... ........_...__ -_..._... I I I I I.... 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WINDOW SCHEDULE STEELMAN QTY SWING NAME MFR SIZE FINISH DOOR TYPE- PANEL HARDWARE WINDOW Manufacturer Model QTY SIZE(W X H) Type Mark SPEC TYPE ED2 2 SEE PLAN 36"x 84"x 13/4" HALF GLASS W1 Marvin Windows and Doors; Ultimate UWCAP02640 3 2'-2"x 3'-41/16" ADDRESS: ED3 1 SEE PLAN 36"x 84"x 13/8" FULL WOOD W2 Marvin Windows and Doors; Ultimate UWAWNP03032 3 2'-6"x 2'-81/16" 25235 MAIN ROAD ED4 2 SEE PLAN 216"x 84"x 1112" OVERHEAD W3 Marvin Windows and Doors', Ulimate UGL6040 1 5'-111/2"x 3'-111/2" CUTCHOGUE NY 11935 W4 Marvin Windows and Doors', Ulimate UGL5646 1 5'-51/2"x 4'-51/2" 631-734-6405 W5 Marvin Windows and Doors', Ulimate UGL3626 1 3'-51/2"x 2'-51/2" CONSULTANTS: W10 Andersen Corporation Casement 4 2'-6"x 3'-81/16" ENGINEER: )OOR SCHEDULE INT W11 Andersen Corporation Awning 4 2'-6"x 1'-81/16" MARESCA &ASSOCIATES QTY SWING NAME MFR SIZE FINISH DOOR TYPE- HARDWARE W19 Andersen Corporation Picture 3 5'-11"x 5'-9" 188-04 W. MONTAUK HWY Type Mark SPEC TYPE HAMPTON BAY, NY 11946 D1 1 SEE PLAN 30"x 84"x 13/8" PNT TWO PANEL TBD OWNER: D2 2 SEE PLAN 26"x 80"x 13/8" PNT TWO PANEL TBD D3 1 SEE PLAN 30"x 84"x 1318" PNT TWO PANEL TBD DON AND LINDA COSTANZO_ 3651SLANDVIEW LANE D4 1 SEE PLAN 28"x 80"x 1318" PNT TWO PANEL TBD SOUTHOLD NY, 11971 REVISIONS: TRUSTEES APPLICATION 9/3/24 PERMIT SET 10/1/24 BID SET 10/18/24 BID SET REVISIONS 1/23/25 PROJECT NAME: SEE SCHED. SEE SCHED. SEE SCHED. SEE SCHED. 7" 7" 5" L 5" 5" 5" 4" 5" SEE SCHED. LO / RO IDE ALLOWANCE "' M I o- OR ENTRY DOORS SPET M _ o o ' o U) O 70 ED1.2 D1 D2 D3 D5.6 S INGLE DOOR TYPES SINGLE DOOR TYPES SINGLE DOOR TYPES POCKET DOOR TYPES DOUBLE DOOR TYPES EXTERIOR DOOR TYPES INTERIOR DOOR TYPES O V PICTURE WINDOW REPLACEMENT V.I.F SEE ELEVATION TRIM WITH OTHER W2.SEE LOCATION FOR SWING SIDE ON ELEVATION SEE ELEVATION PROJECT ADDRESS: FOR SWING SIDE 365 ISLANDVIEW LANE SOUTHOLD, NY 11971 POSSIBLE AS ONE UNIT D ARC J EAA(S,9/T�C> / ��qTF 04436 OF NEB W11 W2 W3 W4 W5 W10 W11 W19 DRAWN BY: Author DATE: 112312025 4:20:39 PM SCALE: 112"= 1'O" 77 DRAWING SHEET NAME: WINDOW TYPES WINDOWS AND DOOR SCHEDULE DRAWING SHEET NO: Am600000 I --------- ---- ARCHITECTS: WIND-BORNE DEBRIS PROTECTION FOR OPENINGS NO STRUCTURAL REVIEW BY STEVE MARESCA, PE FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS 188-07 WEST MONTAUK HIGHWAY, HAMPTON BAYS, NY 11946 SAMUELS+ ( MAXIMUM MEAN ROOF HEIGHT: 35') SIMPSON LSTA-20GAGE PHONE 631 728 9480 RIDGE STRAP-ALL ROOF RAFTERS STEELMAN USE/OCCUPANCY a 2 x 6 TIE @EACH RAFTER � IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA: � I � � ° ICE SHIELD UNDERLAYMENT SINGLE FAMILY RESIDENTIAL ADDRESS: SHUTTER ASSEMBLY I REQUIRED-24"FROM EDGE DESIGN IN ACCORDANCE WITHAMERICAN N.T.S. ° I'" FOREST PRODUCTS WOOD FRAME 25235 MAIN ROAD FOR PANEL SPANS: 0 <4'0 WIDE SPAN I CONSTRUCTION MANUAL FOR 1 + 2 FAMILY HOUSE CUTCHOGUE NY 11935 23/32"(3/4")APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD i HEIGHT PRESCRIPTIVE METHOD 631-734-6405 (OVERLAP AROUND OPENINGS 4") I \ ° ALTERNATE POSITION OF , I HURRICANE CLIP USE 3 5 - 0 MAXIMUM ASSEMBLY: ( SIMPSON H3 GROUND SNOW LOAD - 45 PSF. CONSULTANTS: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ °I I FIRST LEVEL -40 PSF. L.L. #10x3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL I I LIVING AREAS -40 PSF. L.L. ENGINEER: WOOD SCREW @ 16"Q.C. SIMPSON H2 HURRICANE ALTERNATIVE FASTENER FOR SHUTTEIR TO BUILDING: ( I CLIP NAILED.FROM BEDROOMS - 30 PSF. L.L. MARESCA &ASSOCIATES #10 TEE NUTS ATTACHED TO BLDG.w/##10xl-1/2 (W/WASHERS) I I RAFTER TO STUD.- FIRE AREA WIND SPEED - 130 MPH 188-04 W, MONTAUK HWY MACHINE BOLT @ 12"O.C. TYPICAL ALL RAFTERS 5-8d NAILS EACH END RESIDENCE: X SEISMIC DESIGN CATEGORY- B HAMPTON BAY, NY 11946 d�" I \ \ I APA RATED PLYWOOD TO WEATHERING - SEVERE OWNER: ° EXTEND TO TOP OF TOP PROVIDE 8d COMMON NAILS FROST LINE DEPTH - 36" DON AND LINDA COSTANZO PLATE. EXTERIOR DGEAOFALL TERMITE - MODERATE TO HEAVY DONA D LI NDW LANE \ SHEATHING. ° I TYPE OF CONSTRUCTION DECAY - SLIGHT 365 \ CONVENTIONAL LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES SOUTHOLD NY, 11971 I I ° REVISIONS: CONSTRUCTION I I TRUSTEES APPLICATION 9/3/24 0---MULTIPLE SECTION ASSEMBLY: PERMIT SET 10/1/24 I 1/4"THICK BOLTS @ 2 OC BID SET 10/18/24 GENERAL NOTES I I i I BID SET REVISIONS 1/23/25 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY f I ACCORDANCE WITH THE 2020 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE i I I I I CODE,AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. CONSERVATION CODE,AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DESIGNED IN PROJECT NAME: 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY I I I I I I I PLYWOOD SHEATHING MINIMUM 28 DAY STRENGTH OF 3000 PSI TO OVER LAP BOX CONSERVATION CODE. I I I I I BEAM-TOP+BOTTOM. 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL lei I I I I LARCH STRUCTURAL GRADE#2 OR BETTER, CHANGES PRIOR TO AND DURING CONSTRUCTION. SHUTTER ASSEMBLY I I I ' I I DOUBLE TOP 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE N.T.S. i I f I i I STUDS 16"O.C. PLATE PARTITIONS,STA NEXOR OPENINGS,CEPT AS NOTED ONTS AND DRAWINGRALLEL DESIGNED AND SPECIFIED BY OTHERS. 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE - 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND COAT EPDXY PAINT. ALL FASTENERS TO BE ASTM FOR PANEL SPANS: 4'OR WIDER SPAN I I I°I FLOOR BEAMS. SPACING NOT TO EXCEED 8,0 FT. A-325 BOLTS, 3/4"DIAMETER. I 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I I I 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND (OVERLAP AROUND OPENINGS 4'"') I I I i VERIFIED BY CONTRACTORS PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER 2x4 STRONG-BACKS @ 24"OC l I HURRICANE CLIP USE { ) °1 � SIMPSON H2.5A 4.-8d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. ASSEMBLY: I I I I FOUNDATION HAS BEEN DESIGNED FOR A SOIL 19. DO NOT BACKFILL AGAINST FOUNDATION WALLS SIIMPSON MST27• BEARING CAPACITY OF TWO(2)TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. 1). PREASSEMBLE PLYWOOD TO;2x4'S:# 10x3"(w/WASHERS)GALVINIZED OR I 1 '1/2"WIDE-20 GAGE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT STAINLESS STEEL WOOD SCREW( @ 12"O.C. I IDWG. MIETALSTRAP @48"OC. THESE CONDITIONS ARE MET. ALL FILI. BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL 2).ATTACHING STRUCTURAL PANlEL:1=ASTEN TO BUILDING wl I ' NAA!L SHEATHING TO BOX BEAM w/Sd�Nn�LS @ 4^o.c. CONCRETE SLABS TO BE COMPACTED TO 95% AND IN BASEMENT( IF APPLICABLE ). POSITION NEAR #10x3"(w/WASHERS)GALVANIZED(OR STAINLESS STEEL RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. 0 ALTERNATIVE FASTENER FOR SHiUTTER TO BUILDING:WOOD SCREW @ 16"O.C. 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY #10 TEE NUTS ATTACHED TO BLD(G.w/#10x1-1/2 (W/WASHERS) BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEWYORK STATE BUILDING CODE,MACHINE BOLT @ 12"O.C. sEE FOUNDATION MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING.FOR DESIGN. 22. ANY ALTERATION, REPAIR,ADDITION OR CONVERSION TO 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT WINDOWS - GLAZED OPENING PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED& IN ACCORDANCE REQUIRED FOR WITH LARGE MISSILE TEST OF GLAZED AREAS. 9.TSSI ALLAND DECKS ETC.. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. ASTM E 1996 AND OF ASTM 1886. 23. THE NYS CODES ALSO APPLY TO ACCESSORY CONTRACTOR MAY USE WOOD STRUCTURAL PANELS PANELSOTO BE PRECUT TO FITOOVER WINDOWS WITH HOLD DOWN + SHEAR CONNECTION IN LIEU F THE ABOVE MENTINED WINDOWS. 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. U) HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD ALIGN WITH WINDOW JACK POSTS , HEADER+SILL PLATE. . . FOR THE INSPECTION OR SUPERVISION OF O LABEL LOCATIONS ON EACH PANELNEL.. SHALL COMPLY W/NYSBC CHAPTER #230496 PANELS TO BE MAINTAINED ON THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. NAILING SCHEDULE FRAMING NOTES PROJECT ADDRESS: 365/SLANDVIEW LANE TAKEN FROM 2020 EDITION INTERNATIONAL RESIDENTIAL CODE 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" SOUTHOLD, NY 11971 DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR e BETTER. o,c. EXTERIOR EDGES AND 6 d @ 12" o.c. SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES INTERMEDIATE. 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1,5/8" 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING h MIN. THICKNESS OR AS NOTED.RAFTER/TOP PLATE 3-16d(TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. RED e<10 ° CEILING JOIST/TOP PLATE 4-8d(TOE NAILED) 3. ALL SUBFLOORING TO BE APA RAT '(� RC RATED STU - RD I-F 00 CEILING JOIST/PARALLEL RAFTER 8-16d(FACE NAILED) • JEA Ha a a a EXPOSURE 1,CEILING JOIST LAPS OVER PARTITION 7-16d(FACE NAILED) PLYWOOD TO BE .THICKNESS.SOL D BLOCK E GLUE AND DGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE N S-9 AND S IUD WITH GALVANIZED HURRICANE TYPE •� �` COLLAR TIE/RAFTER 4-10d (ea.end 1-1/4"strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO"OR APPROVED EQUAL. FOR G� GABLE ROOFS BLOCKING/RAFTER 4-8d (TOE NAILED) e<'10 RIM BOARD/RAFTER 4-16d (END NAILED) 4. ALL HEADERS 6'-0"AND OVER SHALL BE S TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER T !' J TOP PLATE/TOP PLATE 2-16d (FACE NAILED) WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH a e TOP PLATE AT INTERSECTIONS 4-16d(FACED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS. ;_•L�a a STUD/STUD 2-16d(FACE NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING, 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA h HEADER/HEADER 16d (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL ��,9 04436 TOP or BOTTOM PLATEJSTUD 3=16d (END NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED TF `( o b BOTTOM PLATE/FLOOR JOIST 3 16d(FACE NAILED) " PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND OF NEON io< e`as JOIST/SILL,TOP PLATE or GIRDER 4-8d OE NAILED @ 8'-0- O.C. MIN. PROVIDE 2 SPACE FOR AIR HEADERS SHALL ) CIRCULATION IN ROOFS. HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS, WEB DRAWN BY: Author IN a BRIDGING/JOIST 2-10d (TOE NAILED)BLOCKING/JOIST 2-10d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS(skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND GABLE ROOFS BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) stairs etc. )OR AS NOTED ON DRAWINGS, BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" DATE: 112312025 4:20:52 PM LEDGER STRIP/BEAM 4-16d (FACE NAILED) 0 0 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL LVL RIM JOIST SHALL , REQUIRED AT FLOOR SCALE: 10°< e�3o ° 10< e�45 JOIST ON LEDGER/BEAM 3-16d {TOE NAILED) BAND JOIST/JOIST 3-16d (END NAILED) PARTITIONS OR AS NOTED ON DRAWINGS, PERIMETERS. HANDLING, STORAGE,AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS DRAWING SHEET NAME:PROVIDE 8d COMMON NAILS @ 4'O.C. BAND JOIST/SILL or TOP PLATE 3-16d (TOE NAILED) AT HIGH PRESSURE ZONE-6"O.C. PLYWOOD ROOF DECKING 8d 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. H 4' O.C. EDGES,@8"O.C. FIELD 01P ROOFS AT INTERIOR PORTIONS OF ROOF-TYP. STRIP SHEATHING 8d (ONE/RAFTER) WITH RATED GALVANIZED METAL CONNECTORS BY 10< e�o PLYWOOD WALL SHEATHING 8d @4"O.C. EDGES, @8"O.C. FIELD 'TECO"OR APPROVED EQUAL. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2"DIA. STRUCTURAL PLYWOOD SUBFLOOR DECKING 8d @6"O.C. EDGES, @12"O.C. FIELD GALVANIZED MACHINE:BOLTS @ 12"O.C.. PORTIONS OF PANELS IIN NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PROVIDE8d NAILS 4" PERIMETER INTERIOR 9. BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO HIGH PRESSURE ZONES. ' NOTE:a=4 FT.IN ALL CASES SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND DRAWING SHEET NO: OWNER. BID & PERMIT SET Am700000 i ARCHITECTS: t. uo 1 ANL40m u%' N 1kjVAT I U SAMUELS+ GENERAL NOTES TRADE,AND AS HEREINAFTER STATED OR IMPLIED. STEELMAN 1. ALL WORKS SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE, 14. ANY WORK HEREINAFTER STATED OR IMPLIED WHICH IS CONTRARY MUNICIPAL, LOCAL ZONING AND BUILDING CODES AND ORDINANCES TO THAT REQUIRED BY THE APPLICABLE GOVERNING AGENCIES AND HAVING JURISDICTION AND BEST STANDARDS OF CONSTRUCTION CODES IS TO BE BROUGHT TO THE ATTENTION OF THE OWNER,AND SHEET LIST PRACTICE. CORRECTED IN ORDER TO CONFORM TO THOSE GOVERNING Sheet Number Sheet Name Sheet Group 2. THE AMERICAN INSTITUTE OF ARCHITECTS CONDITIONS SHALL APPLY REQUIREMENTS. ADDRESS: TO OIL WORK PERFORMED ON THIS PROJECT.THE CONTRACTOR SHALL 15. ANY DISCREPANCIES FROM THIS PLAN AND THE ACTUAL CONDITIONS 25235 MAIN ROAD A-001.01 GENERAL NOTES Architecture VERIFY OIL CONDITIONS CT THE SITE.ANY DISCREPANCIES MUST BE ARE TO BE REPORTED IMMEDIATELY TO THE ARCHITECT OR HIS CUTCHOGUE NY 11935 BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO REPRESENTATIVE. A-100.00 FOUNDATION PLAN Architecture COMMENCEMENT OF CONSTRUCTT(ON, THE CONTROCTOR SHALL BE 16. ALL CONSTRUCTION MATERIALS ARE TO BE NEW AND OF A LEVEL OF A-101.01 CONSTRUCTION PLAN Architecture 631-734-6405 RESPONSIBLE FOR CORRECTIONS NOT REPORTED ONCE HE HAS QUALITY WHICH WILL INSURE THE QUALITY OF WORK DESIRED BY THE A-200.01 LOFT PLAN Architecture CONSULTANTS: STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS, OWNER. A-250.01 ROOF PLAN Architecture -- -- 3. WIIL BE OF GOOD QUALLTY FREE FROM FAULTS END DEFECTS FOR 0 17. RELOCATED PARTITIONS ARE TO BE DISASSEMBLED AND ENGINEER: ----- --- A-275.01 POWER/DATA PLAN Architecture PERIOD OF ONE YEAR FORM THE DOTE OF THE FINALCERTIFICATE F MARESCA&ASSOCIATE_-_- - 0 0 O 0 RECONSTRUCTED TO INSURE DURABLE STRONG CONSTRUCTION. DO S - - ---- - -- OCCUPOM;Y. NOT RELOCATE PARTITIONS AS A COMPLETE WALL. A-300.01 ELEVATIONS Architecture 188-04 W. MONTAUK HWY - 4. THE ARCHITECT SHALL NOT BE (RESPONSIBLE FOR THE 18. SILL PLATES OF NEW AND RELOCATED PARTITIONS ARE TO BE A-301.01 ELEVATION Architecture HAMPTON BAY, NY 11946 - - - - - - -- - -- --- - CONSTRUCTION MEANS METHOD, TECHNIQUES, SEQUENCES OR SECURED DIRECTLY TO THE EXISTING FLOORING. REMOVE ANY FINISH A-350.00 SECTION Architecture OWNER: - --- - - -- -- PROCEDURES, OR FOR THE SAFETY' MATERIALS, SUCH AS CARPETING, PRIOR TO ANCHORING PLATE. --- ---- -- ---- A-351,00 SECTION Architecture PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK AND HO 19. PRIOR TO COMPLETION OF THE WORK, REMOVE FROM THE JOB SITE A-352.01 SECTION Architecture DON AND LINDA COS TANZO 5. SHALL NOT BE RESPONSIBLE FOR THE CONTRACTORS FAILURE TO ALL TOOLS, SURPLUS MATERIALS, EQUIPMENT, SCRAP, DEBRIS,AND 365 ISLANDVIEW LANE -- --- --- -- A-400.00 INTERIOR ELEVATIONS Architecture -- - ---- --- ------ -------------- - -- -- -- - -- - - - - - - - - - - ---- - - - -- ------- - --- - - ---------------- CARRY OUT THE WORK IN ACCORDANCE WITH THE CONSTRUCTION WASTE, EXCEPT AS OTHERWISE NOTED BY THE OWNER. SOUTHOLD NY, 11971 ------- --..- ---- DOCUMENTS. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT THE TIME OF THIS A-401.00 INTERIOR ELEVATIONS Architecture --- --- --- ------- ACTS OR OMISSION BY APPLICATION ARE NOT THE RESPONSIBILITY OF THE ARCHITECT. A-402.00 INTERIOR ELEVATIONS Architecture REVISIONS: - - --- -- - THE CONTRACTOR NO CHANGES SHALL BE MADE IN THE DOCUMENTS 20. ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT THE TIME OF A-500.01 STAIR Architecture TRUSTEES APPLICATION 9/3/24 AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSTRUCTION ARE NOT THE RESPONSIBILITY OF THE ARCHITECT. _- -- -- -- -- - -- A-600.01 WINDOWS AND DOOR Architecture PERMIT SET 10/1/24 - - - - - - CONSENT OF THE ARCHITECT. 21. CONTRACTOR WILLFULLY COMPLY TO THE PROVISIONS OF THE ------- --- - -- --- -- SCHEDULE THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT OF 1920 AND TO ANY BID SET 10/18/24 CONTINUOUS INSURANCE ,COVERAGE STATUTORY POLICLES(WORKER RULES AND REGULATIONS PURSUANT TO THE ACT. A-700.00 STRUCTURAL Architecture PERMIT REVISION SET 12/19/24 --- -1 0.01 DEMOLITION PLAN Architecture COMPENSATION, ETC.)AND GENERAL LIABILITY IN AN AMOUNT NOT LESS 22. ALL MATERIALS AS WELL AS METHODS AND PROCESSES USED IN THE - - ---- ---------- - - - --- - - - - ------ -- - --- -------- ------------ -- ---- --- ----- THAN $5 MLLLLON AND AUTOMOBILE LLOBLLLTY AND DAMAGE PERFORMANCE OF THE WORK SHALL CONFORM TO THE STANDARDS OF EX-100 EXISTING CONDITIONS Architecture COVERAGE NOT LESS THON $2 MILLION.THE ARCHITECT SHALL THE BUILDING. EX-101 EXISTING CONDITIONS Architecture BENAMED INSURED ON ANY AND ALL POLICIES. 23. CERTIFICATES OF INSURANCE AS REQUIRED UNDER THE DOCUMENT EX-102 EXISTING CONDITIONS Architecture PROJECT NAME: 6. ALL CONSTRUCTION SHALL MEET NYS ENERGY CONVERSATION TITLED "INSURANCE REQUIREMENTS FOR TRADES CONDUCTING N-001.01 NOTES Architecture CONSTRUCTION CODE. ALL GLAZED,AREA TO BE DOUBLE GLAZED AND OPERATIONS IN BUILDINGS FOR WHICH CUSHMAN &WAKEFIELD INC. S-001.01 SITE PLAN j Architecture ALL EXTERLOR DOOR TO HAVE LNSIULOTED CORES.THE INSULATION ACTS AS AGENT" INCLUDED IN THE CONTRACT DOCUMENTS, MUST BE PROTECTION AS INDICATED ON THESE PLANS EXCEEDSTHE CODE'S FURNISHED TO THE ARCHITECT PRIOR TO PROCEEDING WITH ANY WORK T-000.00 COVER SHEET Architecture MINIMUM STANDARDS. AND REQUIRED INSURANCE IS TO BE MAINTAINED AT ALL TIMES DURING 7. THESE DRAWINGS AND SPECIFICATION ARE INSTRUMENTS OF CONSTRUCTION. SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR WHICH THEY MADE LS EXECUTED OR NOT. APPR. VED AS NOTED THEY MAY NOT BE USED ON ONY OTHER PROJECT EXCEPT BY WRITTEN OUTHORLZATLON OF THE ARCHITECT. DATE. � B.P.# s KEY PLAN SITE INFO 8. A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE FEE BY: ti LOCATION: 365 ISLAND VIEW LANE INSTALLED NOTIFY B• ILDING DEPART TAT GREENPORT, NY 11944 IN EACH BEDROOM, ON ALL FLOORS;AND SHALL BE INTERCONNECTED 631-765-1802 8AM To 4PM FOR THE SITE AREA: 16,487 SF OR .378 ACRES PER CODE. FOLLOWING INSPECTIONS: 1. FOUNDATION-TWORE(]UIRED TYPE: RESIDENTIAL 9. ALL BATHROOM WITHOUT OPERABLE WINDOWS TO BE MECHANICALLY FOR POURED CONCRETE ZONING DISTRICT: R-40 VENTILATED OS PER NEW YORK STATE CODE. 2. ROUGH-FRAMING&PLUMBING N S.C. Tax Map#: 1001-057.-02-028 10. NO WORK IS TO BE STARTED UNITIL A BUILDING PERMIT HAS BEEN 3. INSULATION 4. FINAL-CONSTRUCTION MUST O OWNER: SECURED AS REQUIRED BY THE APPLICABLE GOVERNING AGENCY OR BE COMPLETE FOR C.O. UN �m DONN AND LINDA COSTANZO AGENCIES. ALL CC::STRUCTION SHALL MEET THE ?3 365 ISLAND VIEW LANE 11. ALL CONDITIONS AND DIMENSIONS ARE TO BE VERIFIED BEFORE RECUIREMENTsOF THE CODES OFNEW VIEW LN GREENPORT NY 11944 YORK STATE. NOT RESPONSIBLE FOR ISLAND START OF ANY WORK AND DISCREPANCIES OR VARIATIONS TO DESIGN OR CONSTRUCTON ERRORS lindagcostanzo@gmail.com APPROVED PLAN ARE TO BE BROUGHT TO THE ATTENTION OF THE 631-806-8255 OWNER BEFORE PROCEEDING. COMPLY WITH ALL CODES OF 12. ALL WORK OF THE VARIOUS TRADES INVOLVED WITH THE NEW YORK STATE&TOWN CODES SURVEYOR: CONSTRUCTION OF THIS PROJECT,, IS TO BE PERFORMED BY CAPABLE PYRAMID LAW: REQUIRED AND CONDITIONS OF NATE CORWIN AND REPUTABLE CONTRACTORS, LICENSED IN THE STATE OF NEW YORK ..-- ._... 1586 MAIN ROAD JAMESPORT AND AS REQUIRED BY THE LOCAL GOVERNING AGENCY. COMPLIES. SEE DIAGRAM ON PAGE N-001.00 SORISttfi6t�'1�'r' Nldommfth 365 ISLAND VIEW LN JAMESPORT, NY 11948it�GBOARD 13. ALL WORK OF THE VARIOUS TRADES IS TO BE PERFORMED IN •.•. � / SOUTHOLD TOWN TRUSTEES ACCORDANCE WITH STATE AND LOCAL CODES,AND ALL OTHER _._��.��.. N.Y.S.DEC LOT COVERAGE CALCULATION: APPLICABLE AGENCIES AND STANDARDS GOVERNING THAT PARTICULAR pV- All exte for lig ting SITE AREA: 16,487 SF OR .378 ACRES TEST HOLE installed replaced or � ---�i sired ,SITE AREA(UPL.AND): 11,587 (SEE SURVEY) repaired a1I cc nform TOTAL LOT COVERAGE SF EXISTING: 1,981 SF CODE INFO 'to Ch Ater 172 - TOTAL LOT COVERAGE SF PROPOSED: 2,147 SF TEST HOLE ofi'the wn �: ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH THE NO SCALE OCCUPANCY OR PROJECT ADDRESS: TOTAL COVERAGE PROPOSED: 18.5% <20% REQUIRED PROVISIONS OF THE SPECIFICATIONS, DRAWINGS AND CONSTRUCTION BY MARK McDONALD GEOSCIENCE CRITERIA OF THE OWNER AND SHALL SATISFY ALL APPLICABLE CODES, SOUTHOLD, NEW YORK 11971 USE IS UNLAWFUL 365 ISLANDVIEW LANE FLOOR AREA RATIO: ORDINANCES AND REGULATIONS OF ALL GOVERNING BODIES INVOLVED.ANY WITHOUT CERTIFICATE SOUTHOLD, NY 11971 TOTAL ALLOWABLE SF: 2,100 SF+ 198.4 SF =2,298.4 SF TOTAL MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES TOTAL EXISTING S 6 SF 0 SF SHALL BE PERFORMED BY THE TENANTS CONTRACTOR;ALL PERMITS SHALL TEST HOLE DATA 5/14/10 ELEV. +23 OF OCCUPANCY TOTAL ADDITION: 186 SF BE SECURED AND PAID FOR BY THE TENANTS CONTRACTOR(S). APPLICABLE TOTAL PROPOSED SF: 2,116 SF <2,298 SF DARK BROWN LOAM OL s ',I STORM WATER RUNOFF \S�E� °gRcy�T CODES INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: 1 FT. RETA, FLOOD ZONES: BUILDING AND STRUCTURAL 2020 CODE PURSi ANT TO CHAPTER 236 � ��N Nsq <� SMOKE AND CARBON MONO. 2020 CODE BROWN SILT ML .OF THE TOWN CODE. z� PROPERTY IS LOCATED IN FLOOD ZONE AE AT BASE FLOOD DEPTH 6.0. BASE � � , �, �, G 00D 7�0�r. . FLOOR ELEVATION 7.2 (SEE FLOOD ELEVATION CERT ON A-002.00) SAFETY NOTICES 2020 CODE 3.7 FT. r N 131 COMPLY W!TF, „ MECHANICAL 20210 MECHANICAL CODE FLOOD p�t,�t,�;E -� pECONIC BA WATER IN BROWN SILT ML � � � 46N - -� ZONE AE: BASE FLOOD ELEVATIONS DETERMINED PLUMBING 20210 PLUMBING CODE 4 FT. r �- S n T,BOLD ZONE X: AREAS OF 0.2%ANNUAL CHANCE FLOOD;AREAS OF 1%ANNUAL ENERGY CODE 2018 NYS ENERGY CONSERVATION 1 8` d KCAL �T�TF 04436 , CHANCE FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 WATER IN BROWN SILTY SAND SM EQUIRED OF NEW FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUIRE MILE; AND AREAS 5 FT. SCOPE OF WORK. PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE OF FLOOD. :.PLUMBING ZONE X:AREAS DETERMINED TO BE OUTSIDE THE 0.2/°ANNUAL CHANCE OR ALt PLUMBING;^�fiSTE DRAWN BY: Author &WATER LINES NL`D DATE: 1211912024 4:28:39 PM FLOOD PLAIN. ELEVATIONS ARE REFERENCED TO NAVD 1988 DATUM. T8>Tft4,rA EORc_ COVERING INTERIOR RENOVATION AND SECOND FLR ADDITION TO AN EXISTING ONE-FAMILY JURISDICTIONS: WATER IN BROWN FINE TO COURSE SAND _ SCALE: 1116" = V-0" DWELLING. ENTIRE SITE IS WITHIN DEC JURISDICTION. 13 FT. WITH 10% GRAVEL SW DRAWING SHEET NAME: SITE PARTIALLY IN TRUSTEES JURISDICTION. SEE SITE PLAN PLUMBER CERTIFICATION COVER SHEET ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY COMMENTS: WATER ENCOUNTERED 3.7' BELOW SURFACE SOLDER USED IN WATER SUPPI_YS"STEM CANNOT EXCEL- - 21".0 OF 1% LEAD. DRAWING SHEET N0: Blow r do r and d :ctw rk rur4h U On 1 ■ l�lust provide Manual Lj 1 testing equi e s U& ,OF U D, J and S as per T-0 or U ■ 'a" i NYS Energy Code i ARCHITECTS: U.S. DEPARTMENT OF HOMELAND SECURITY OMB Control No,ISemo0s 11. ALL CONDITIONS AND DIMENSIONS ARE TO BE VERIFIED BEFORE Federal Emergency Managemenit Agency Expiration Dstr:08/30/2028 ELEVATION CERTIFICATE GENERAL NOTES START OF ANY WORK AND DISCREPANCIES OR VARIATIONS TO National Flood Insurance Program IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9.19 SAMUELS+ 1. ALL WORKS SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE, APPROVED PLAN ARE TO BE BROUGHT TO THE ATTENTION OF THE Building Street Address(including Apt.,unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: ;;, 0 C (f) d 5 , MUNICIPAL, LOCAL ZONING AND BUILDING CODES AND ORDINANCES OWNER BEFORE PROCEEDING. ELEVATION CERTIFICATE IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9.19 ��6S �S[.�1�� V �E. STEELMA1\J Copy all a es of this EI v Cf o S UCTION p g a atron Certifi ty• S �r oNDAIRDS OF CON TR cote an K L .al "�•.: :�: HAVING JURISDICTION AND BEST STANDARDS 12. ALL WORK OF THE VARIOUS TRADES INVOLVED WITH THE d au attachments for{1)communit oflicial, (2)insurance a ent/com state: N.`!, ZIP Code: :P:1 ,Numtr .•. ...•;t,;.• >::; 9 pan ,and(3)building owner. PRACTICE. F THIS PROJECT IS TO BE PERFORMED BY CAPABLEIwC`I'ION A�»PROP t P CONSTRUCTION 0 I ll"Ft3RtATtCN ;Gom ai4 G ItvsUlAt+rclaryfil�AN . y. ;e,:r. Y USE :JC:Ttt?)U C:µ.> t3 2. THE AMERICAN INSTITUTE OF ARCHITECTS CONDITIONS SHALL APPLY . �LiJlfYA' Q& "t( QYp+�4pt � ; "`" "` ' AND REPUTABLE CONTRACTORS, LICENSED IN THE STATE OF NEW YORK Al.A1 Building Owner's Name:`�qQA tJt�4 H +M t :;:.:.,,..:.; /SURt 'i(11iLtlt' PROJECT THE CONTRACTOR SHALL A tie >;y,.� SoL.�k.}; �f'ol(±�'�lwm `ei•��:�:� .'::��:<�,�;,'::::_,_,•,..::: :�;• C1. Bufidin e v TO OIL WORK PERFORMED ON THIS PROJI AND AS REQUIRED BY THE LOCAL GOVERNING AGENCY. A2, Building Street Address(including ' k g le elevations are based on: ❑ Construction Drawin s"Apt., Unit,Suite,and/or Bldg.No.)or P.O.Route arnd Box No Anew Elevation Certificate9 ❑ Building Under Construction* ADDRESS: VERIFY OIL CONDITIONS CT THE SITE.ANW DISCREPANCIES MUST BE 13. ALL WORK OF THE VARIOUS TRADES IS TO BE PERFORMED IN 3 t�5 �S+.r��,� U, mot,, L,v�, Compah9•.NAI`01Vumber;`? will be required when construction of the building is fished Construction E _ g complete. 25235 MAIN ROAD 'i3R0UGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO ACCORDANCE WITH STATE AND LOCAL CODES,AND ALL OTHER City: S o�Y-�t0 c.Qa C2. Elevations-Zones Al-,A3o,AE,AH,A0,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,ARIAS,AR/A1-A30 ARIA State: 1�• A99. Complete items C2.a-h below according H,AR/AO, CUTCHOGUE NY 11935 COMMENCEMENT OF CONSTRUCTTON, THE CONTROCTOR SHALL BE APPLICABLE AGENCIES AND STANDARDS GOVERNING THAT PARTICULAR �;, ZIP Code: I i�1'-7 I Benchmark utilized: �p,s �to ��e Building Diagram Datum: in Item A7.In Puerto Rico only,enter meters. 631-734-640 A3. Property Description(e.g., Lot and Block Numbers or Legal Description)and/or T83x Parcel Number: _ N Av p 19 A g 5 RESPONSIBLE FOR CORRECTIONS NOT REPORTED ONCE HE HAS TRADE,AND AS HEREINAFTER STATED OR IMPLIED, S.c.T. x, /Ace©•- 0 5`7.u0 - 0 2,00 - O 2.8•o c•,>o indicate elevation datum use or the elevations in items a)through h below. 14. ANY WORK HEREINAFTER STATED OR IMPLIED WHICH IS CONTRARY ❑NGVD 1929 AVD 1988 ) CONSULTANTS: STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS, A4. Building Use(e.g.,Residential, Non-Residential,Addition,Accessory,etc.): t`��-S'�r�t",v7-ire �.... ❑other: 3. WIIL BE OF GOOD QUALLTY, FREE FROM FAULTS END DEFECTS FOR 0 TO THAT REQUIRED BY THE APPLICABLE GOVERNING AGENCIES AND D r ' Datum used for building elevations must be the same as that used for the BFE.Conversion factor used? ❑ Yes ENGINEER: PERIOD OF ONE YEAR FORM THE DOTE OIF THE FINAL CERTIFICATE OF A5. Latitude/Longitude: Let 1t�-D�-�¢�.b nl Lon 72 ZZ-344`w if Yes, CODES IS TO BE BROUGHT TO THE ATTENTION OF THE OWNER,AND As. Attach e/feast two and when possible g• Horizontal(Datum: ❑NAD 1827 D 1983 [J WGS 84 describe the source of the conversion factor in the Section D Comments area. OCCUPOM;Y. CORRECTED IN ORDER TO CONFORM TO THOSE GOVERNING p sible four clear photographs(one for each side)mf the building(see Form pages 7 and 8). a) Top of bottom floor(including basement Check the measurement used: MARESCA&ASSOCIATES 4. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE REQUIREMENTS. A7. Building Diagram Number: g Grenclosure floor): 3,(0 188-04 W. MONTAUK HWY b) Top of the next higher floor(see Instructions): [Meet ❑ meters CONSTRUCTION MEANS METHOD, TECHNIIQUES, SEQUENCES OR 15. ANY DISCREPANCIES FROM THIS PLAN AND THE ACTUAL CONDITIONS A8. For a building with a crawl,pace orenclosure(s): 7. 2. 1_4-ie-et ❑ meters HAMPTON BAY, NY 11946 c) Bottom of the lowest horizontal structural member(see Instructions): �.A: PROCEDURES, OR FOR THE SAFETY ARE TO BE REPORTED IMMEDIATELY TO THE ARCHITECT OR HIS s) Square footage of crawlspace or enclosure(s): / Q-�c7 sq. �, d) Attached garage(top of stab): ❑ feet ❑ meters OWNER: PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK AND HO REPRESENTATIVE. b) Is there at least one permanent flood opening on two different sides of each enclosed area? es ❑ No '•S [-Fleet ❑ meters 16. ALL CONSTRUCTION MATERIALS ARE TO BE NEW AND OF A LEVEL OF ❑ N/A e) Lowest elevation of Machinery and Equipment(M&E)servicing the building DON AND LINDA COS TANZO 5. SHALL NOT BE RESPONSIBLE FOR THE CONTRACTORSFAILURE c) Enter number of permanent flood openings in the crawls ace or enclosures wifthin 1.0 foot above adjacent grade: (describe type of M&E and location in section D Comments area): CARRY OUT THE WORK IN ACCORDANCE 1WITH THE CONSTRUCTION QUALITY WHICH WILL INSURE THE QUALITY OF WORK DESIRED BY THE Non-engineered flood openings: 2 g Engineered flood openings: 4Z eat 365 ISLANDVIEW LANE g p g f) Lowest Adjacent Grade(LAG)next to building: Natural -- � ❑ meters SOUTHOLD NY, 11971 DOCUMENTS.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE OWNER. d) Total net open area of non-engineered flood openings in AB.c: /p o s ln. ❑ ❑ Finished 3,D �� ❑ meters ACTS OR OMISSION BY 17. RELOCATED PARTITIONS ARE TO BE DISASSEMBLED AND -- -� ql g) Highest Adjacent Grade(HAG)next to building: ❑ Natural ❑ Finished e) Total rated area of engineered flood openings in A8.c(attach documentation-see Instructions): 4-2ca �•`/' Cat ❑ meters REVISIONS: THE CONTRACTOR NO CHANGES SHALL 63E MADE IN THE DOCUMENTS RECONSTRUCTED TO INSURE DURABLE STRONG CONSTRUCTION. DO sq•;w f) Sum of A8.d and A8•e rated area h) Finished LAG at lowest elevation of attached deck or stairs,including AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN NOT RELOCATE PARTITIONS AS A COMPLETE WALL. (if applicable-see Instructions): IS-0o sq;,,, support: g structural CONSENT OF THE ARCHITECT. 18. SILL PLATES OF NEW AND RELOCATED PARTITIONS ARE TO BE A9• For a building with an attached garage: • 3 [Meet ❑ meters TRUSTEES APPLICATION 9/3/24 :', :,<. ;.'".. -"';';.SEG37t� 1 i �•'S�I1fYAR, d �Ill�l�, {!l ARC�6TEf�:T•CE�TtF� ,. THE CONTRACTOR AND ALL SUBCONTRAC70RS SHALL MAINTAIN SECURED DIRECTLY TO THE EXISTING FLOORING. REMOVE ANY FINISH a) Square footage of attached garage: 5 SO sq.ft. This certification I CAT(OBt9;-""::,::•r -;; PERMIT SET 10/1/24 s to be signed and seated by a land surve or,engineer,or architect authorized b state taw to cart; elova I 1 BID SET MATERIALS, SUCH AS CARPETING, PRIOR TO ANCHORING PLATE. p p g / Information.?cart/fy that Pthe unlhableeyronthisCertificaterepresentsmybestefbrtstointe interpret y fy (ton 10/18/24 CONTINUOUS INSURANCE ,COVERAGE STATUTORY POLI LE W RKER b) Is there srt least one errnanent flood o entn on two different sides of the attachted garage? ❑Yes ❑'IVO ❑N/A false statement may punishable by tine or cery cote r under 18 U.S. Cod® S the data evalls ce. i understand that any COMPENSATION, ETC. AND GENERAL LIAIBILITY IN AN AMOUNT NOT LESSpermanent ect/on 1001. PERMIT REVISION SET 12/19/24 THAN $5 MLLLLON AND AUTOMOBILE LLO)BLLLTY AND DAMAGE 1 ALL TOOLS, SURPLUS MATERIALS, EQUIPMENT, DEBRIS,AND ITS c) Non-engineered flood openings:flood openings in the Engi attached garage withinoitenings foott above adjacent grade:N,A Were latitude and longitude to Section A Provided b a liven ��g openings: -_ y sad land surveyor? ❑Yes L�vo COVERAGE NOT LESS THON $2 MILLION.'THE ARCHITECT SHALL WASTE, EXCEPT AS OTHERWISE NOTED BY THE OWNER. d) Total net open area of non-engineered flood openings In A9.c: 0 rsq.in. 21�heck here if attachments and describe in the Comments area. BENAMED INSURED ON ANY AND ALL POLICIES. ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT THE TIME OF THIS e) Total rated area of engineered flood openings In A9.c(attach documentation see instructions): d Certifiers Name: , �£is St r pr ,License Number. $ '=' 6. ALL CONSTRUCTION SHALL MEET NYS ENERGY CONVERSATION APPLICATION ARE NOT THE RESPONSIBILITY OF THE ARCHITECT. ) sq. --�6 l s'• f) Sum of A9.d and A9.e rated area(if applicable-see instructions): O sq•ft Title: C J t L E N J,y E ' .` f,_- CONSTRUCTION CODE.ALL GLAZED AREA TO BE DOUBLE GLAZED AND 20. ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT THE TIME OF _ >'' { ° PROJECT NAME: ' fC:T 1bE I��• CompanyName: ' §• ." . FLOOD lfJ URA(' CE RAT .l�IAF' CIPJ,g INrORriiATioN' '' :;;• :: : ;; �o� IC 124 li sS G P E .-e ALL EXTERLOR DOOR TO HAVE LNSULOTED CORES.THE INSULATION CONSTRUCTION ARE NOT THE RESPONSIBILITY OF THE ARCHITECT. `'":,, j t• . PROTECTION AS INDICATED ON THESE PLANS EXCEEDSTHE CODE'S 21. CONTRACTOR WILLFULLY COMPLY TO THE PROVISIONS OF THE B1.a. NFiP Community Name; OWA..) of So vrMoc Address: 'Z? CIO ,��, p S,t,�t f•r, �° s- t -- B1,b. NF1P Community Identification Number: 36081.3 City: M oFo 1. 'MINIMUM STANDARDS. FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT OF 1920 AND TO ANY az.County Name:: Sv�fc�t,/G B3.State: /J. . B4. Map/wane)No.: 3G103 e o/69 B5. Suffix: State:P-'*y -. ZIP Cade: ►_j 7�3 : . p {ti t° • 1 ,` I 7. THESE DRAWINGS AND SPECIFICATION ARE INSTRUMENTS OF RULES AND REGULATIONS PURSUANT TO THE ACT. B6. FIRM Index Crate: 5�g 9g 67.FIRM Panel Effective/Revised Date: 9I2S-/b �- IC 3 � ` �o; �.,.,�, •;_ . �,� SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT 22. ALL MATERIALS AS WELL AS METHODS AND PROCESSES USED IN THE q Signature: '' t"� .h• 68. Flood Zones: Date: �' jA Z j WHETHER THE PROJECT FOR WHICH THEY MADE LS EXECUTED OR NOT. PERFORMANCE OF THE WORK SHALL CONFORM TO THE STANDARDS OF ( --�-E- Bs• Base Flood Elevation(s)(BFE)(Zone A0,use Base Flood Depth): G.O Telephone: !�3 t-2>i�4.?3Sv Ext.: II: f'C�sStvlffiS'!� 0/OiaVl�!Ae AG�" 810. Indicate the sour�re of the BFE data or Base Flood Depth entered in item B9: �._.._., THEY MAY NOT BE USED ON ONY OTHER(PROJECT EXCEPT BY WRITTEN THE BUILDING. ❑ Fls p M ❑Community Determined ❑other: Copy ail pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,Yand 3 building g owner. OUTHORLZATLON OF THE ARCHITECT. 23. CERTIFICATES OF INSURANCE AS REQUIRED UNDER THE DOCUMENT B11. indicate elevation datum used for BFE in item B9: ❑NGVD 1929 Comments(including source of conversion factor in C2;type of eq ilpment and location per C2.e;and description of any attachments): 8. A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE TITLED "INSURANCE REQUIREMENTS FOR TRADES CONDUCTING D 1988 ❑Other/Source: " r`tt tNww+ie�.t-2.00M t.,fttpC 4= ism ,eLoo& £ccv. -7 B12. Is the building located in a Coastal Barrier Resources S (CBRS)area or Otheirwise Protected Area(OPA)? Yes p-tds'' ~ 0�MArvt«� OV1•Sf0 E ON OJA t,c. � E C-EV G.( -2INSTALLED OPERATIONS IN BUILDINGS FOR WHICH CUSHMAN &WAKEFIELD INC. ❑ IN EACH BEDROOM, ON ALL FLOORS AND SHALL BE INTERCONNECTED ACTS AS AGENT" INCLUDED IN THE CONTRACT DOCUMENTS, MUST BE Designation Date: ❑CBRs ❑OPA PER CODE. FURNISHED TO THE ARCHITECT PRIOR TO PROCEEDING WITH ANY WORK 813, Is the building located seaward of the Limit of Moderate Wave Action(LiMWA)? es No 9. ALL BATHROOM WITHOUT OPERABLE WINDOWS TO BE MECHANICALLY AND REQUIRED INSURANCE IS TO BE MAINTAINED AT ALL TIMES DURING FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 2 of 19 FEMA Form FF-20&!`Y-22-152(formerly086-0-33)(10/22) VENTILATED OS PER NEW YORK STATE COODE. CONSTRUCTION. Page 3 of 19 10, NO WORK IS TO BE STARTED UNTIL A BUILDING PERMIT HAS BEEN SECURED AS REQUIRED BY THE APPLICAIBLE GOVERNING AGENCY OR I- Law) AGENCIES. G negated Y�RES�heC�k- �ebS�ofta�re �� o I I' �� Certificate Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version:REScheck-Web and to comply with the mandatory requirements listed In the REScheck Inspection Checklist. KATHERINE SAMUELS - RA 12.19.24 .�Il.. Name-Title Si3nature Date A Project 365 IS>LANDVIEW LANE FtED ARC r` .5 J EAN y% Energy Code: 2018IECC KATHERINESAMUELS �� -�N� Sq�F0 P ll RAM I D LAW. Location: Greenport, New York Z` , Construction Type: Single-family � ,� , r COMPLIES. Project Type: Addition ' Project SubType: None Climate zone: 4 (5572 HDD)Permit Date: EASTMEST SKYPLANE ELEVATION COMPLIES. Permit Number ',9r 04436 All Electric false FOF NEW Is Renewable false Has Charger false ROJECT ADDRESS: Has Battery: false 365 ISLANDVIEW LANE Has Heat Pump: true SOUTHOLD, NY 11971 0 Construction Site: Owner/Agent: Designer/Contractor:GREENPORT,NY11944 \SEER °ARcy�T 0X� IV Compliance: 23.8%Better Thian Code Maximum UA:302 Your UA:230 Maximum SHGC:0.40 Your SHGC:0.32 � The%Better or Worse Then Code Inddex retects how close to compliance the house is based on code trade-off rules, •e It DOES NOT provide an estimate of®nergy use or cost relative to a minimum-code home. >L To y 11'-10" 16'-8" Slab-on-grade tradeoffs are mo longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified cllrmate zone must meet the minimum energy code Insulation R-value and depth requirements. kP;9, 0443ro OQ� Envelope Assemlblies FOF NEw'( ORTH / SOUTH SKYPLANE ELEVATION COMPLIES. w RAWN BY: Author E t r ATE: 12 19 2024 4:35:34 PM \ Ceiling.Flat Ceiling or ScissaorTruss 1.350 30.0 32.0 0.017 0.026 23 35/ GALE:Wall:Wood Frame,16"o.c. 1,882 19.0 22.0 0.025 0.060 39 94 \ Door:Solid Door(under 5o,/%glazing) 42 0.200 0.320 8 13 RAWING SHEET NAME: 00 \ Window 1:Wood Frame 168 0.650 0.320 109 54 SHGC:0.40 Window:Wood Frame 0 - \ SHGC:0.20 109 0.250 0.320 27 35 VOTES c o Floor:All-Wood Joist/Truss 1,600 30.0 32.0 0.016 0.047 24 71 RAWING SHEET NO: 103'-11'" 48'-1" Project Title:365 ISLANDWIEW LANE Report date: 12/19/24 Project Title:365 ISLANDVIEW LANE Report date: 12/19/24 Data filename: page 1 of10 Data filename: 0 0 Page p 0 •• . ............... ARCHITECTS: GENERAL NOTES PLUMBING NOTES RISER DIAGRAM TYPICAL MOUNTING HEIGHTS 1. ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED. 1. ALL PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NY ATE 1. SEE ARCHITECT'S DRAWINGS FOR PLAN LOCATIONS SAMUELS+ 2. ALL EXISTING UTILITIES TO BE FIELD VERIFIED. CODE. g NEW LINE DI CHECK VALVE(QUIET) 2. ALIGN DEVICES VERTICALLY WHEN IN 4'-0 PROXIMITY 3. FOR DEVICES ON WALLS UP TO 3'-0"WIDE, CENTER DEVICES SIMILAR TO COLUMN PLACEMENT SHOWN, E 7. ALL CONSTRUCTION WILL COMPLY WITH THE REQUIREMENTS OF NYS BUILDING CODES, 2. ALL FIXTURES SHALL BE OF TYPE AND MANUFACTURE APPROVED FOR USE IN NYS LIT „ N 4. FOR NON-DIMENSIONED DEVICES ON WALLS LONGER THAN 3-0 LAYOUT DEVICES VERTICALLY ON ONE SIDE OF 11. PRIOR TO WORK, THE CONTRACTOR AND ARCHITECT SHALL MAKE ADEQUATE PROBES OF 3. ALL HOT AND COLD WATER LINES MUST BE SEPERATED BY AT LEAST THREE INCHES AND FU E EXISTING LINE D04 BALL VALVE WALL, REFER TO PLANS FOR SIDE LOCATION OF WALL, EXISTING PARTITIONS TO BE DEMOLISHED TO DETERMINE THE PRESENCE OF ANY CONCEALED COVERED W/PIPE INSULATION. 5. FOR LOCATIONS WHERE MULTIPLE DEVICES ARE SCHEDULED AT SAME HEIGHT, DEVICES TO BE 2"APART. RISERS, ELECTRIC CONDUIT, TELEPHONE OR OTHER UTILITY LINES SERVICING THE BUILDING OR 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBER. PLUMBING CONTRACTOR SHA POINT OF CONNECTION 0 HAMMER ARRESTOR 6. DEVICES ABOVE MILLWORK OR FURNITURE TO BE 6"ABOVE COUNTER TOP, COORDINATE WITH SCHEDULED OTHER APARTMENTS PRIOR TO COMMENCING DEMOLITION. ARRANGE AND OBTAIN INSPECTIONS AND SIGN-OFFS, MILLWORK AND FURNITURE. ADDRESS: 14. ALL EXISTING AND NEW VALVES MUST BE ACCESSIBLE, EITHER EXPOSED OR FROM ACCESS 5. IN ALL INSTANCES WHERE EXISTING BRANCH PLUMBING PIPING IS EXPOSED OR OTHERWIS I 25235 MAIN ROAD PANELS. DISTURBED AS A RESULT OF THE ALTERATION, SUCH BRANCH PLUMBING PIPING SHALL BE ; FLOOR HALL SIGNALS I CUTCHOGUE NY 11935 15. ALL"WET SPACES" SHALL HAVE FABRIC REINFOCED WATER MEMBRANE BELOW THE FLOOR SUCH REMOVED AND REPLACED FROM THE FIXTURES TO THE BUILDING RISERS AND STACKS. IN A ; DESIGNATION 00 THERMOSTAT/ COAT SUCH INSTANCES, NEW RISER SHUT OFF VALVES SHALL BE INSTALLED IN LOCATIONS AGRE LE ��- 3"VENT ROOF (ADA/ANSI TEMPERATURE HOOKS 1 631-734-6405 AS LATICRETE 9235 TURNED UP 4"AT WALLS. - _ - - - - ) TO THE BUILDING MANAGEMENT. -� 'k SENSOR �12"� CONSULTANTS: 18. TUB/SHOWER WALLS ARE TO BE EITHER EXISTING GYPSUM TILE, WATERPROOF CEMENT PLASTER, Cn CY ' 6. CHECK VALVES MUST BE FURNISHED ON BRANCH PIPING TO ALL FAUCETS TUB SPOUTS 0 w CARD READER 1 0 WATERPROOF GYPSUM BOARD, OR NIEW CEMENTITIOUS WONDERBOARD OR DU-ROCK, ' "- 1 ENGINEER: 19. ALL GAS PIPING WORK SHALL MEET THE REQUIREMENTS OF NYS BUILDING CODE. SHOWERHEADS HAVING MIXING VALVES. INDIVIUAL STOP VALVES SHALL BE INSTALLED FOR CH BUTTON SWITCH M Lu o 20. THE EXISTING AND NEW GAS SHUT-OFFS SHALL BE ACCESSIBLE, FIXTURE, ¢ $ - -- Q m - z MARESCA &ASSOCIATES ' _ = N � w 0 188-04 W. MONTAUK HWY 8. ALL PLUMBING REPLACEMENTS AND OR INSTALLATIONS SHALL BE INSPECTED BY THE BUIL ING `� HAMPTON BAY NY 11946 21. PLUMBING WORK SHALL BE FILED INDICATING A GAS PIPING EXTENSION. DEPARTMENT. O �� ZN cn 23. CON-ED SHALL BE NOTIFIED OF THE WORK, - - ' - - - - zr Co LOFT CoM \` I ; 00 OWNER: 9. PROVIDE NEW SHUT OFF VALVES AFTER ANY FULL 3-ELBOW SWING. - - 24. IT IS A SPECIFIC REQUIREMENT THAT TFHE COMPLETED GAS PINING SHALL BE TESTED BY 10. PLUMBER MUST CHECK AND MAINTAIN EXISTING WASTE AND VENT LINES TO BE FREE OF A Y ; _ CONTRACTOR AND INSPECTED AND SiIGNED OFF BY THE DOB. SELF-CERTIFICATION BY PLUMBING OBSTRUCTION, IP BATH _- ---�__ BATH 102 KITCHEN LAUNDRY ELEVATOR DOOR SWING DOOR OUTLETS ROWER CONTROLS DON AND LINDA COSTANZO SHALL NOT BE ALLOWED. - ; - 4. AND ACCESSORIES 3651SLANDVIEW LANE 25. PRESSURE TEST SHALL BE AT 3 PSI AFTER A NEW VALVE AND TEE IMMEDIATELY ADJACENT TO THE 11. VERIFY THAT DRAIN LINES AS SHOWN CAN BE SIZED AND INSTALLED AS PER CODE. ALERT i T' --___, WM I SOUTHOLD NY, 11971 ARCHITECT TO MODIFY PLANS IF OTHERWISE. , �,r �, Z. 40" MIRROR GAS SHUT-OFF. SHUT-OFF VALVE SHALL BE TESTED WITH SOAP FILM. ' TL ' ' TL ' �- -� I 48" MIN. REVISIONS: 12. ALL HOT AND COLD WATER PIPING AT FIXTURE TO BE TERMINATED W/AIR CHAMBERS RISIN /LAV LAV LAV i iL _ _ J j " 26. PRIOR TO COMMENCING ANY WORK, -THE LICENSED PLUMBER SHALL PRESSURE TEST THE GAS 1 1 L - _ 1 z TRUSTEES APPLICATION 9/3/24 ABOVE THE FIXTURE. ' ' ' ' ' 2 MIN. MAX, 42 MI - SUPPLY BACK TO THE POINT REQUIRED. SHW , SHW " 12 �12 SOAP 17" MI . 13. FIXTURE PIPING BETWEEN SHUT-OFF VALVE AND FAUCET OR APPLIANCE TO BE COPPER TU ING �� _ ' '--------J 1ST FLOOR 18 MI / z 27. IF THERE IS NO EXISTING GAS SHUT OFF VALVE IN THE APARTMENT, NO GAS PIPING CHANGE WILL WITH FLARED ENDS AND BRASS BUSHINGS. _ �-- ; j 18 8" MIN. _ _ PERMIT SET 10/1/24 BE ALLOWED. a o o J BID SET 10/18/24 14. NO REINFORCED RUBBER HOSE WILL BE ALLOWED IN PIPING TO APPLIANCES,REFLECTED CEILING PLAN LEGEND 15. ALL PLUMBING WORK WILL BE PERFORMED WITHIN THE UNIT SPACE AND NO WORK IS TO T KE7 60" MIN / U o _ z " MI , CLEAR PERMIT REVISION SET 12/19/24 3 WASTE / FLOOR SCALE: 1"=T-0" PLACE BELOW THE SLAB. DRAINLINIE PLAN M Co N PLAN SPACE 16. NO RISERS CAN BE RELOCATED OR REMOVED. TO SEPTIC TANK ACCESSIBLE AB BAR WITH JTOILET 9 I ACCESSIBLE 11" MIN, PROJECT NAME: 18. SPEEDY CONNECTIONS ARE NOT PERMITTED, WATER CLOSET RE FORCING STRIP PAPER VATORY 20. AIR CHAMBERS MUST BE INSTALLED AT EACH INDIVIDUAL FIXTURE. _ _ _ _ _ _ _ _ CRAWL SP E NOT IN SCOPE: GFI GFI OUTLET 21. ALL VALVES MUST BE ACCESSIBLE TO THE SATISFACTION OF THE BUILDING DEPARTMENT j (NON TYPICAL HEIGHT) 22. IF NECESSARY; NEW SHOWER CURBS MUST BE BUILT OF MASONRY ANCHORED TO THE S /_ / DOWNLIGHT 220 LEAD PANS MUST BE PAINTED W/BITUMINOUS WATERPROOFING MATERIAL AFTER INSTAL TION. �� r „ CL O (SURFACE MOUNT) 22 VOLT OUTLET 4 �IIN, 4 RAIN. THE SHOWER PAN MUST BE TESTED BY 24-HR STANDING WATER TEST. THE SHOWER WASTE z - �24 MIN. DOWNLIGHTOIN SENSOR CONNECTION SHALL BE SOLDERED AND WIPED. BOLTED AND HUB CONNECTIONS ARE NOT 24" MIN. P, W X. 4" MAX 12" MI , OS (SURFACE MOUNT) WET ZONE GROUND-FAULT CIRCUIT PERMITTED. - - - , W INTERRUPTER RECEPTACLE RECESSED LIGHT 23. CHECK VALVES AND BACKFLOW PREVENTERS MUST BE INSTALLED ON EVERY SINGLE LEVE , 4 .M 8" MIN. " IN_ ' 30 MIN. "MIN R (P QUAD RECEPTACLE FAUCET, WASHING MACHINE, DISH WASHER, AND SINGLE LEVEL SHOWER BODY, ALL BATHR M - (H=NON TYPICAL HEIGHT) a� UNILITY SINKS AND TUBS SHALL HAVE OVERFLOW DRAINS BUILT IN. SMOKE DETECTOR $ SWITCH(VIF) ACCESSIBL TUB OR GRAB BAR WITH o CEILING FAN ADAPTIVE B TH.00M REINFORCING STRIP $D SWITCH ON DIMMER(VIF) CHANDELIER TUB/SHOWER NOTES ;o 36" 40" $ THREE-WAY SWITCH L1 _ _ _ _ T z �- --- „ 4p� MIN. 12" M 36" MIN. 18" 1311 _ HORIZONTAL COVE LIGHT 1. NEW SHOWERS INCLUDING TUB/SHOWER MUST BE NEW CEMENTITIOUS WONDERBOARD R ' (SPECIFY VIA SHOP DRAWINGS) SCONCE o ,'/ ° ° 12"� MIN. IN DU-ROCK; ALL TYPES ARE TO BE LINED WITH A LAYER OF LATICRETE 9235 WATERPROOFING H (H=NON TYPICAL HEIGHT) MEMBRNE WITH ALL SEAMS LAPPED 4" L2 HORIZONTAL SHELF LIGHT u -" - (SPECIFY VIA SSHOP DRAWINGS) +H THERMOSTAT 2. ALL CURBS AND BENCHES ARE TO BE BUILT OF CONCRETE BLOCK WITH BLOCK CELLS FIL D " j 1 (H=NON TYPICAL HEIGHT) WITH MORTAR. 56 MIN 18 `' SH ROLLER SHADE 3. SHOWER BASES ARE TO BE FITTED TO A NEW LEAD PAN, COATED WITH POLYMER MATERIAL ON r ,\ 11 M SPEAKER ---/PLAN _ H (H=NON TYPICAL HEIGHT) ALL SIDES. TOILET PARTITION GRABrBAR WITH ACCESSIBLE&A BULATORY URINAL SOFFIT LOCATION 4. LEAD PAN MUST WRAP UP AND OVER THE CURB, (CONFIRM DURING CONSTRUCTION) EXT EXHAUST H 5. LATICRETE MEMBRANE IS TO CONTINUE ACROSS ANY BENCH SEAT, RECESS, OR PROJECTIO AND REI FORCING STRIP WATER CLOSET komi #DROP CEILING DROP'HEIGHT DOWN TO LAP THE LEAD PAN, WALL MOUNTED F JUNCTION BOX 6. SHOWER DRAINS ARE TO HAVE A SMALL AMOUNT OF WASHED GRAVEL PACKED AROUND T E ER/STROBE AED CLOCK SPEAK DATA/ETHERMIET OUTLET DRAIN COLLAR WITH SLOTS IN THE ADJUSTABLE FITTING AS TO PREVENT TRAPPED WATER. - - SPEAKAUDIO/VISUAL STROB (H=NON TYPICAL HEIGHT) HOSE CABINET - L�T :��]--- ALARM&STROBE -- -- DUPLEX RECEPTACLE I FIRE E/XT NGUISHER (H=NON TYPICAL HEIGHT) Lu J ----.--.------ -- -CABINET - - o PROJECT ADDRESS: CONSTRUCTION PLAN LEGEND _ u - j ° _ = ADD o J 3651SLANDVIEW LANE WARDEN STATION � CABINETCo - ¢ m SOUTHOLD, NY 11971 SCALE: 1"=V-0" n, `r � z c_�i w o FIRE ALARM PULL STA ION ; u NOT IIN SCOPE DRINKING F NTAINS WALL OUNTED ED A (STANDARD& DA/ANSI) c��ENE JEANSy��F EXISTrING STRUCTURE/ FLUS CONTROL PARTITION WALL TO ET PAPER AND SEAT OUTLET OUTLET C VER DISPENSER NEW(PARTITION WALL COUNTER COUNTER DESK s p " ,H WINDOW M o o \ T'QT OF N �� - F EW o m] I J I J F TOILET 7" PAPER TOWEL SANITARY NAPKIN OUTLET DRAWN BY: Author DOOR (SEE(SCHEDULE ON SHEET X-XXX) DI PENSER&WASTE DISPENSER&WASTE DATE: 12/19/2024 4:24:32 PM RECEPTACLE DISPOSAL SCALE: As indicated DRAWING SHEET NAME: OVERHEAD AND BASE MILLWORK -_______ (ALL NAILLWORK TO BE CONFIRMED VIA SIHQP DRAWINGS) GENERAL NOTES 1 I WALL TYPE TAG (SEE(WALL DETAIL SHEET A-800.00) DRAWING SHEET NO: ROOM ROONA TAG 101 Am-001 i I ARCHITECTS: a.AMUELS+ STEELMAN DRAINAGE CALCULATIONS ADDRESS: AREA OF RESIDENCE (DW-A) AREA OF RESIDENCE (DW-B) AREA OF RESIDENCE (DW-C) AREA OF RESIDENCE (DW-D) 25235 MAIN ROAD CUTCHOGUE NY 11935 DRY WELL AREA x RAINFALL x RUNOFF FACTOR DRY WELL AREA x RAINFALL x RUNOFF FACTOR DRY WELL AREA x RAINFALL x RUNOFF FACTOR DRY WELL AREA x RAINFALL x RUNOFF FACTOR 631-734-6405 (DW-A) 405 SF x (2/12 FT.) x 1.0 =67.5 CU. FT. (DW-A) 634 SF x (2/12 FT.) x 1.0 = 105.6 CU. FT. (DW-A) 318 SF x (2/12 FT.) x 1.0 = 53 CU. FT. (DW-A) 686 SF x (2/12 FT.) x 1.0 = 114 CU. FT. CONSULTANTS: USE: (1) 6'DIAMETER x 4' HIGH POOL USE: (1) V DIAMETER x S HIGH POOL USE: (1) 6' DIAMETER x 4' HIGH POOL USE: (1) 8' DIAMETER x THIGH POOL (1)6'X 4'STORM DRAIN RING =89 CU. FT. (1) 8'X 3' STORM DRAIN RING = 126 CU. FT. (1)6'X 4'STORM DRAIN RING=89 CU. FT. (1)8'X 3'STORM DRAIN RING = 126 CU. FT. ENGINEER: PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED MARESCA&ASSOCIATES 89 CU. FT. > 67.5 CU. FT. 126 CU. FT. > 105 CU. FT. 89 CU. FT. > 53 CU. FT. 126 CU. FT. > 114 CU. FT. 188-04 W. MONTAUK HWY HAMPTON BAY, NY 11946 I OWNER: ' vm DON AND LINDA COS TANZO m 365 ISLANDVIEW LANE SOUTHOLD NY, 11971 n O Z W N/0/F I' � REVISIONS: BLACKROCK HOLDINGS m o n TRUSTEES APPLICATION 9/3/24 0401913011 E O O II, LLC 0 z n �A m PERMIT SET 10/1/24 Z v . -n o I � BID SET 10/18/24 a + S� I PERMIT REVISION SET 12/19/24 � r� . w 42.52 X .., > I w X -n I O 1 I[1n 2 O -v L3•43 c PROJECT NAME: D PROPANE ON CMU AND SLAB �" 0 vz h NEW AC CONDENSER ON EXTERIOR \ I 107.53' C] a I m ; . .�x. r \ WALL //6'X4' Q O I rn v 8'X3' I ( l D*A - �-B _ r— I \ Lu u m = RE -E-XI INGRYAR — —35,-on NO GRAVEL WALK I b v — 41 ' r a cn Z'm'Z . -0 -J (o O r66. O � 7C �/77 N O Z ® my m ZOX7 O ' TING I n EXISTING Wp•� _ . - _ - _ - - "� O o :-r r '. EXISTING - v� COD FRAME,.,,,, m ° n�� v � 1 STORY o'��'� a o o X HOUS ARAGE ;8'0� W z E & G �, o Z4� O I-.k ,19.3!/ . _& Mk - .......... a b m ` �--- �Z - -� W 2`ELOOR _ L- - - - - ° S,rFPP �, o N E _ _ _ - c \!N m DITION _._.._.._ 8 -10 G z � a� AD - .� � 4 � --� TOE X - ck z -o \ -< - XISTI o c� °r 00 </r L— O I ! 19:3' I ti RAV & STEPPING w x� __ _ 10��0�� ,; E`6,OCATE / STONE WALK FRONT YARD SETBACK 3 -- _ ELECTRIC �ETER 5 J ° I EMOVED E Y I ° - / I Cal 104'_ STAIRS \ 0 m . x 33.11 — EXISTING v 8'XT / � � CESSPOOL X l - SIZED FOR 3 BEDROOM UTURE OUTDOOR EW WOO Y I z ~ c�' a - — D D I X O PROJECT ADDRESS: �w C r-° ENTR w z° ° I 3651SLANDVIEW LANE o II; ' RELOCATE X ,A-f D ATR7 — I p -� S 04,101 �1 O m I SOUTHOLD, NY 11971 1 1� w N X STAIRS INTACT EMOVED �— z -=- .� X CO 1�NEW-STRUCTURE X� ELECTRIC <C o o y a I Irn IN I� METER I w� O ^' m m p i cfl i • LLJ 05 Z ,�E�t E ARC II` All H X SEA/V C13HS w XI w X b, p � � ? b" 3wV1= im TRUSTEES BOUNDARY w 100 -0" 21 23 a 0443 ) OQ�' I NOTE: ENTIRE SITE FOF NEWS WITHIN TW. DEC JURISDICTION300'-OFF I TIDAL WETLAN X DRAWN BY: Author D BOUNDARY co a s I DATE: 1211912024 4:25:19 PM N/OAF DEC JURISDICTION I SCALE: 1:100 WILL IAM KAINZBAUER I DRAWING SHEET NAME: & THERESA KAINZBA UER I I SITE PLAN I I I 1 I I PROPOSED SITE PLAN � DRAWING SHEET NO: I SCALE. 1:100 8-0 UA u ARCHITECTS: EXISTING CONDITIONS INFORMATION CONTAINED IN THE CONTRACT DOCUMENTS REGARDING EXISTING FACILITIES AND TI N VERBAL AND WRITTEN SAMUELS+RMS OF DOCUMENTA 0 CONDITIONS IS TAKEN FROM DRAWINGS. OTHER FORMS , REPRESENTATIONS FURNISHED BY THE OWNER, AND OBSERVATIONS IN THE FIELD WITHOUT EXTENSIVE EXPLORATION OR DIMENSIONAL VERIFICATION. CONTRACTOR IS REQUIRED TO CHECK AND VERIFY ALL STEELMAN INFORMATION IN THE FIELD PRIOR TO ORDERING MATERIALS AND PRIOR TO PROCEEDING WITH CONSTRUCTION, CONTRACTOR SHALL NOTIIFY THE ARCHITECT IN WRITING OF DIFFERENCES BETWEEN WHAT IS INDICATED IN THE CONTRACT DOCUMENTS AND THE ACTUAL CONDITIONS THAT WILL A 1 p MATERIALLY AFFECT THE PROJECT. -350. B ADDRESS: DEMOLITION NOTES DEMOLITION LEGEND 25235 MAIN ROAD CUTCHOGUE NY 11935 2. ALL EXPOSED WIRES TO BE REMOVED BY I l I I 631-734-6405 THE CONTRACTOR. �� NOT IN SCOPE 32 - 11 CONSULTANTS: 3. ALL ITEMS TO BE REMOVED IN ORDER TO ACCOMODATE NEW INSTALLATION. I I ENGINEER: MARESCA&ASSOCIATES 4. ANY UNDETERMINED PORTIONS OF THE ,:;, : k: , NEW DEMOLITION TO BE SUBMITTED TO THE: �'�'��'°�° CONSTRUCTION 188-04 W. MONTAUKHWY CLIENT AND ARCHITECT VIA RFI PRIOR 70 EXISTING WOOD SHINGLES AND i i i i i HAMPTON BAY, NY 11946 INITIAL FEE PROPOSAL. THE CONTRAC-TOR — _ SHEATHING TO REMAIN OWNER: THROUGHOUT. ONLY SELECT ACCEPTS THAT THERE WILL BE NO C _ _ ] DEMO WALL SUPPLEMENTAL DEMOLTION FEES AFTER LOCATIONS AT NEW WINDOWS DON AND LINDA COS TANZO THE INITIAL CONTRACT IS SIGNED UNLESS NEW SIDING TO BE PATCHED IN. — — — — —— — — — — — _ — 365 IS(ANDVIEW LANE THE SCOPE HAS BEEN MODIFIED BY THE — — -- — _ — SOUTHOLD NY, 11971 CLIENT. EXISTING WALL I d REMOVE CABINTRY, I I I I I REVISIONS: FIXTURES, FINISHES I I I I I TRUSTEES APPLICATION 9/3/24 I I I I I KEEP EXISTING WALL AND PERMIT SET 10/1/24 REMOVE EXISTING I AND PANELING IN PLACE L — J SHEETROCK BID SET 10/18/24 2 I I AND EXPOSE CAVITY I I PERMIT REVISION SET 12/19/24 -352,0 l I I BEDROOM 3 II I I KITCHEN II II II PROJECT NAME: SELECT WINDOWS �j TO REMAIN REMOVE HW HEATER I �� I ( POST STRUCTURE TO AND ELEC PANEL I I I REMAIN 1 0 oil � I o o - 1 RELOCATED EXISTING o ( I \ e / e OUTLINE OF ROOF TO BE -351,0 ELECTRICAL METER REMOVED ABOVE o REMOVE EXISTING FLOORING CL EXISTING LOFT I ABOVE TO BE REPLACED ' C\j 0 i %,�' - ,.•j / REMOVE EXISTING , 1 CONCRETE ;- — / STOOP FWIMMMMM I o - 7 TT- 60 00 o / l/ • i r i BATH I ► e AV MIN& /✓ �% = eI I I DINING RM 101 - 711 • " ��- •� .�� '/ Imo'=-_ = - = = � o I ° �I / -- -_-_---_-_ -_-_ PROJECT ADDRESS: r __ ------__ --- ----- -------------------------------------- C\j N 365 ISLANDVIEW LANE HALL I I POST STRUCTURE TO SOUTHOLD' NY 11971 REMAIN / •�,- - '%, ` ��'��. - % I III _ � � I I I .� , � I �. . /. I Iu- 2 1 1 �� BEDROOM R R -- - -- - - - --J - - J I LIVING RM �S��E�EAN�ti% _ • -. �l/��,/�,. - _ - '", it / -j y �1 II I I / I I I I I I I * � �,. �� N _ I / REMOVE CEILING I I I REMOVE EXISTING s TILES I �� I I �— I SHEETROCK I,gr�O44366 y ! I I F eN /!� %�✓� / / i �� AND EXPOSE CAVITY N PRIMARY BEDROOM I I �� KEEP EXISTING WALL AND DRAWN BY: Author �r I I �� I 12 19 2024 4:25:10 PM AND PANELING IN PLACE DATE: / / SCALE. As indicated DRAWING SHEET NAME: - - - - 5 DEMOLITION PLAN REMOVE PORTIONS FOR NEW WINDOWS 21' - 11" 15' - 31/2" 2' - 411/2" 3' - 10" I 8' - 4" 13' - 8" I DRAWING SHEET NO: 65' - 11 1/2" L) M U0Level 01 Demo Plan SCALE: 318"=1'0" ■ I I I i ARCHITECTS: i ...._...._........__.._......._............................_........----................................._ ... CONSTRUCTION LEGEND I SAMUELS+ NOT IN SCOPE � op _ STEELMAN T 1 I 1g' - 81/2" 13' - 71/2" ---..__..............._.....__._...........------._.._._...........__..-.....................__.............................................._.. ............... vo .._.....---- .-......._.._.._.._--------.._._.._.. - - - - --..__..._._.._._..----- -- NEW CONSTRUCTION I I I ADDRESS: I j 25235 MAIN ROAD DEMO I I 631T 734 6405 CHOGUE NY 11935 WALL ' ! I I i i CONSULTANTS: I EXISTING i ENGINEER: WALL I I COMPANY --------------------------------- ---------------------------------------------------------- -------------- -- STREET r i NE W YORK, NY 00000 I I ......._._ _.,...._................ ..................._..._ ....,._............_._:........._.........;... -•.._........._......... .. - - - - - - — r !- ' L .._ .._.._..... i I OWNER• r---------------------------------------- --------- ------------- ------------- ----------------------------- , I - DON AND LINDA COSTANZO 365 ISLANDVIEW LANE SOUTHOLD NY, 11971 --- ---- REVISIONS:I I I EXISTING 8 CMU BLOCK i __ FOUNDATION ON 8"X 16" _ _____._....._.._._...__...__.._..__.._...__._.____ 2 I TRUSTEES APPLICATION 9/3124 i _..I._. 10' - 7" NEW 6X6 POST NEW 6X6 POST `a ' I ON 3X3X16"POURED CONC. ON 3X3X16 POURED CONC I ' 5' - 8" 4' - 11" �I I FOOTING.POST ABOVE FOOTING, POST ABOVE NEW 12" SON T1JB .. .. CONFIRM NOT EXISTING I I w I I EXT FJ 2X 10 @ 16„ ( ) :p... i -..__.....---_.............. __.._.......... ---_ -NEW DOOR. REMOVE DOWN 3 BELO GROUND c� , CONCRETE STEM WALL (TYP) TO 6X6 POST I ; ; PROJECT NAME: AT LOCATION _.. , , -------...............--._.._....---.........._.._....----- -- - _ ___ _--- _.._..------- 2-2X$PT m I 3 tt 31 1 I _..... - - ! ' � I ! �.. �,- .: EW2-9112LVZ _ _ —w I — r— — — —�, — 6 i — — — — — I i — I 1 JI i � I --02 - --......_ a 1 11 1/2 6 - 5 1/2-351 I I N I EXT FJ 2XIO @ 16" ............ . , DI 18' 5' - ....... ... I I I I - ` '� � • �' - - - — — — — i EXISTING ACE - - - TING CRAWL SPACE L� EXT FJ 2X10 @ 16" 001 I r i ,r , I I I I 1 NEW TECOS CONNECTIONS NEW 6X6 POST -! - � AT BOX BEAM - I I ABOVEEXISTING 2X10 LEDGER I I ' FOOTING POST ER SPIKED , I TO BOX BEAM TECO FLOOR JOIST i - / 1 tt t tt CONNECTORS - I , I - Ar Is ! _ _...... -- - - - I I ' NEW 2 9 1/2 LVL I ! I ! ' I ( I I I I I 7/7 I I I I a i NEW BEAM I I • - , : � ; I ' I M (h I I i I I I I I t - - 11 - 11 1l2 - 6 1/2 5 - - _I •-� • . - - - -- �_• _,- ' _. _�-,_ , = = �,_ - _ - _ _ - _ - _ - ------------ ! PROJECT ADDRESS: " I - - NEW 6X6 POST � I j I ON 3X3X16"POURED CONC. i - i ' 365 ISLANDVIEW LANE FOOTING.POST ABOVE I - SOUTHOLD, NY 11971 (CONFIRM NOT EXISTING) I , EXT 2"X 10"FJ @ 16"O.C. EXT 2 X 10"FJ 16"O.C. I @ rr PROVIDE NEW SPRAY FOAM R-19 INSULATION PROVIDE NEW SPRAY FOAM R•191NSULATIONE�A�'Cy� I I I � JEA/ysq TFO w i i I I • I DRAWN BY: Author � - - - --- ----- - -- -�- - - - - - -- - -_ --__ - -- - -- - -- - --- - rt- - --- — --- DATE: 9/30/2024 4"10:58 PM I I --------------- ------ - ---------------------------------------------------------------------------------------- ---------------------------------- -- � SCALE: As indicated I - ..._._...._._......_._..._.._...._ ._.._..._......_....._..._ ........... .............. __...._...._........_..- -- i DRAWING SHEET NAME: I , I - I I I I FOUNDATION PLAN DRAWING SHEET N0: FOUNDATION 17) i SCALE: 3/8"=1'-0" F N 9 '%u i 0 I ARCHITECTS: 1. VERIFY WINDOW SIZES PRIOR TO ORDER WITH ARCHITECT 2• ELECTRICAL PANEL TO BE RELOCATED SAMUELS+ 3. SEE SITE PLAN FOR NEW AC CONDENSER AND(PROPANE LOCATIONS D 4. ALL EXISTING SURFACES TO BE PATCHED AND SKIMMED AS NECESSARY AND PAINTED WITH LOW VOC PAINTS. C D D A STEELMAN 5. A LICENSED ELECTRICIAN TO PERFORM ALL ELECTRICAL WORK. 6. WATERPROOFING IS REQUIRED IN THE BATHROOMS. THE WATERPROOFING SHOULD EXTEND UNDER THE CABINETS 12' - ,2 1/2" 6' - 5 1/2" 13 - 7 1/2' AND UNDER THE TUB IN THE BATHROOM. 32' - 11" 8, A LICENSED PLUMBER TO PERFORM ALL PLUMBLING WORK TO CODE. ADDRESS: 9. ONLY LOW VOC PAINTS AND FLOOR FINISHES SHALL BE USED. 3' - 2" 3' - 0 1/211 5' - 9 1/2' 1' - " 1 25235 MAIN ROAD CONSTRUCTION LEGEND EXISTING WOOD -350.0 CUTCHOGUENY 11935 SHINGLES AND SHEATHING TO I I 631-734-6405 REMAIN THROUGHOUT. ONLY ; ; ; ; ; ; CONSULTANTS: SELECT LOCATIONS AT NEW 9' - 11 1/2" 81 _ 811 1 Sim \\\\\\\\\ ENGINEER: NOT IN SCOPE PATCHHEDWINDOWSIN. (DIN T BE 1 - 411 7 - p -400,0 � � � � � � I W9 I I � , , , , , MARESCA&ASSOCIATES Wg EXT DR, EXT WIN, 188-04 W. MONTAUKHWY NEW NEWWI NEW IN. .—.— -------- --- E HAMPTON BAY, NY11946 CONSTRUCTION ® - — — - —, OWNER: 1 2.2X8"HD 2.2X8"HD I i I Q I I I ED2 co /- DON AND LINDA COS TANZO _ DEMO WALL -352.0 EXPCJSE CAVITY OF i' �I O O I EXISTING WALL 3651SLANDVIEW LANE WALIL FOR NEW R-19 - - - - N�_____-___� AND PANELING o, SOUTHOLD NY, 11971 BATT INSULATION 3.2X8 HD>od I TO REMAIN EXT WIN. N REVISIONS: EXISTING WALL I I 1 2 EW IN. I= it 000, - - T TRUSTEES APPLICATION 9/3/24 -352.0 ",' BED 2 I �' 2X8@ 16"CJ ---� I PERMIT SET 10/1/24 ' I N ' r =103 I i I T_ I 1 o I BID SET 10/18/24 N W4 I I I I ii I o o l i DINING T PERMIT REVISION SET 12/19/24 r 5 - 10 3 - 9 1/2 - NEW r I 105 EXT WIN. NEW 4 MAHONGANY � 1. �I Z _ - NEW KITCHEN DECKING PER SPEC 1 + CORK -I CABINTRY AND = 1 1/2 1' - 8 FLOORIN r PROJECT NAME: 5' _ p� .2' - 1 I I I APPLAINCES W KITCHEN _ _ i RELOCATED 1 ELECTRICAL METER I 104 I I� i CL D1 2' -;81/ " 3' - 71/2" 2' - 21/2" , � 1 NEW PAINT ON �, ; L - - - _ EXISTING WOOD NEW _ 2 2X8 HD 2.2X8 HD 2.1X8 HD EXISTING BEAM 2 27 8 -T SHINGLES AND ; ; ENTRY T SHEATHING 1 ED3 ,, DECK I- •— _ I NEW POST -- NEW 2X6 EXISTING POST -351,0 NEW DR. ' ' '' ED1 ,G - - BEARING WALLS _ I @1 13 - 6 3' - 011 g N /,, ;,,,; ,, ;, ,. ; , co � EXT WIN. // ii;' �. , /,,i; %/;'/is; /, ;, /,.� , : "/ /i/./. NEW FJ 2X10 _ o (4 NEW STAIR UP TO cw �2-;2X8 HD - ENTRY/HALL = r �r, LOFT. SEE STAIR T- / - 1 � A-500.00 r 5' - 2" 4' - 10 1 2" Z - LIVING RMIDEN ~ ---NEW BENCH --- 5' - 4" U I I I I W � ' ' I I I I I I m W ' W i NEW FIXT RES -------- M = N AND FIN[, S- o ® 1 - _ _ _ ' _ ' o EXISTING RIDGE r co , U') j °° I 11' - 411 I I k Z c50 � EXT WIN r• F,. rn NEW DR ' / BATH . I _ OFFICE NOOK I w ED4 1 102 2 101 i I I W W NEW OAK FLOORING N / - I _ °- THROUGHOUT - i% N W WIN' 7 T` - oo -, � -402,0 , � .., / r r / N � (O � I � r 1 1 p - 7 r NEW POST r` NEW 2X6 BEARING WALLS LO - 1 / EQ EXISTING POST ' EXT WIN � N i" NEW WI EXISTING BEAM 2-2"X 8" o _ /, <' - - d _ t / K N I ./. „ ,', " . W8 . CL D1 � RYERLI I = NEW CAB INERTY PROJECT ADDRESS: IN WIC (NIC) HALF WALL EXPOSE CAVITY OF W I I I (WIC , -CONFIRM _ 365 ISLANDVIEW LANE - o 1 r SOUTHOLD, NY 11971 '� - ,� . ,� • .. , ,, _,- ;, `. ,- '. ;, , , /, WALL FOR NEW R-19 I 2X8 @ 16 CJ BATT INSULATION PRIMARY BEDROOM LL I LAUNDR`� = D3 108 I ,n WITH ARCHITECT r D3 I ---- ' -� I °° - ,�`� _ -—-— jj_ N I EXT WIN. LO/ 111 N 107 jj%%/ / �. 2.1X8HD w r REDA i % 'CE RC i 1 '7 rn NEW DR ,- �%�; ✓;- - / - - - - - � - -- - 2 - 8 x � � r �5 JEq P. BATH D3 - N s F EXISTING RIDGE 3 ED4 .�/:,,�, - /, i I _ T �- ,�• 'Lid, % I 109 I 2X8 @ 16"CJ _ 2X8 @ 116"CJ _ EXISTING WALL AND PANELING TO REMAINCC CF) - / EXPOSE CAVITY OF _ - - - - - - / /. w c�5 "' EXT WIN, sT,9T 4436 ,�o N F ROOF FOR NEW R-30 I ' NEW BENCHgg I OF NEVI BATT INSULATION I I' 1 _ 2.2X8"HD 2.2X_ HD 2-2X8"H c I I 2.2X8"HD DRAWN BY: Author / 5 _ EW'WIN, .— � r DATE: 92/19/2024 4:24:39 PM W1 NEW WIN, NEW WIN. W1 '—' "-'—' — EXT WIN. SCALE' As indicated 2' - 81/ 11 . W1 T W1 7' - 11' NEW PAINT ON DRAWING SHEET NAME: 2' - 2" 6' - 4" 2' - 8 1/2" 4' S 1 2" 4' - 4 1/2" 1' - 10" 6' - 10" EXISTING WOOD 21' - 41/2" 11' - 21/211 9' - 2112" 9' - 01/2" 1 13' - 811 SHINGLES CONSTRUCTION PLAN 65' - 11 1/2" 1 1 DRAWING SHEET NO: NEW PLUMBING, -402.0 -401.0 FIXTURES AND FINISHES Level 01 Floor Plan SCALE: 318"=1'4' A- 1 ■ 01 ARCHITECTS: 1. VERIFY WINDOW SIZES PRIOR TO ORDER WITH(ARCHITECT 2. ELECTRICAL PANEL TO BE RELOCATED 3. SEE SITE PLAN FOR NEW AC CONDENSER AND PROPANE LOCATIONS 1 SAMUELS+ 4, ALL EXISTING SURFACES TO BE PATCHED AND SKIMMED AS NECESSARY AND PAINTED WITH LOW VOC PAINTS. -350.0 5. A LICENSED ELECTRICIAN TO PERFORM ALL ELECTRICAL WORK. C D B STEELMAN 6. WATERPROOFING IS REQUIRED IN THE BATHROIOMS. THE WATERPROOFING SHOULD EXTEND UNDER THE ABI AND UNDER THE TUB IN THE BATHROOM. 12' - 2 1/2" 6' - 5 1/2" 13' - 7 1/2" 8. A LICENSED PLUMBER TO PERFORM ALL PLUMBILING WORK TO CODE. 9. ONLY LOW VOC PAINTS AND FLOOR FINISHES SHALL BE USED. I I I ADDRESS: 25235 MAIN ROAD CONSTRUCTION LEGEND CUTCHOGUE NY 11935 631-734-6405 I I I NOT IN SCOPE CONSULTANTS: ENGINEER: MARESCA &ASSOCIATES NEW CONSTRUCTION HAMPTON BAY, NY 11946 OWNER: DEMO WALL 365 I LAND NZO µ DON AND LINDA COSTA S VIEW LANE SOUTHOLD NY, 11971 EXISTING WALL REVISIONS: - - — - ____ EXISTING ROOF RAFTERS, SHEATHIN . 9324 -352.0 AND ASP ALT SHINGLES TO 10/1/24 PERMIT SET I REMAIN I I i . BID SET 10/18/24 NEW 2X6 EXTERIOR - - .. . PERMIT REVISION SET 12/19/24 FRAMED WALLS WITH NEW SIDING, SHEATHING _. .._ : .._:..__ .. AND R-19 BATT INSULATION - -___._ _ _;_ . -7 ...0.1/2 T NAME: 3.2X6POST - i I 5' - 10" 3' - 9" W3 3' - 7" I 1 TO RIDGE - - AL ,I L ,1 2.51112 VL W/1.318 X 5 STEEL PLATE I N - - - - - - - - NEW RAILING - -3 1 0 _ NEW RE WINDOWS D c., L TO CODE PICTURE NEW POSTS N N PO - _ D5 a - - - - _ - -- - - - -- - - 2 2X10 W/13/4�IX 91� LOFT N ' i o 0 N _ a 1 r STEEL PLATE 201 LL' W5 r I I 1 - " °� PROVIDE FULL PENETRATION I DRAFTERSS i �NNEW WOOD FLRI IWELDATRIDGE 3. 11718"LVLRB -------- 21411EXISTING R GAND ASPHARE _ w. N MAIN - - ME H z� D5 Iz 1 1 ------ - W - - . _ H Oil 2� 51/1"LVL W/1 3/8"X 5"STE E _ RAI • PAT - -, LING TO CODE - - - ------ 4 ._ .... .... . .... _. ..... .. . . CT ADDRESS: _ 3' - 9" 31 _ 91 2 -PAT I . .._ WATERPROOFING WHERE REQUIRED 365 I LANDVIEW LANE SOUTH 11971 - FOR NEW ADDITION.- - LD, NY I N ,DER ARc 1 EXISTING ROOF RAFTERS SHEATHING * 4 I AND ASPHALT SHINGLES TO I I ? REMAIN 04436 O FOF NEV�� - DRAWN BY: Author _ 12/19/2024 4'24.43 PM i -I 5 - I ALE; As indicated -- - - - DRAWING SHEET NAME: I I I LOFT PLAN LOFT PLAN SCALE: 318"=11'-0" DRAWING SHEET NO: T Aw200m01 i ARCHITECTS: SAMUELS+ C D B A STEELMAN 12' - 21/2" 6 - 5 1/2" 13' - 7 1/2" I I ADDRESS: /— ALTERNATE: NEW HALF ROUND GUTTERS 25235 MAIN ROAD CONFIRM EXISTING GUTTERS FUNCTIONAL CUTCHOGUE NY 11935 631-734-6405 �-- EXISTING ROOF CONSULTANTS: ENGINEER: ' MARESCA &ASSOCIATES 188-04 W. MONTAUK HIM HAMPTON BAY, NY 11946 OWNER: i I I I DON AND LINDA COS TANZO 365 ISLANDVIEW LANE SOUTHOLD NY, 11971 nt Hood REVISIONS: NEW 2X8 @16" RR I TRUSTEES APPLICATION 9/3/24 WITH 3/4" PLYWOOD, EXISTING ROOF RAFTERS, SHEATHING PERMIT SET 10/1/24 LATH UNDERLAYMENT, AND ASPHALT SHINGLES TO BID SET 10/18/24 AND ASPHALT SHINGLE ROOFING I REMAIN I I I I T PERMIT REVISION SET 12/19/24 I r i EXISTING SLOPE I I I PROJECT NAME: I I 0 II --------------------r- -- ------------------ -- -----------------------J-1 ' — — — WALLS BELOWLL I I I + I I I , I ' � I I , r I � r SLOPE 4112 I \� ' - 0j EXISTING ROOF RAFTERS, SHEATHING - SLOPE 4112 AND ASPHALT SHINGLES TO REMAIN � r 1 I � I i � i I I ► I , I ; PATCH IN NEW ASPHALT SHINGLES AND EXISTING SLOPE PROJECT ADDRESS: I I I WATERPROOFING WHERE REQUIRED i EXISTING ROOF 365 ISLANDVIEW LANE I EXISTING SLOPE I FOR NEW ADDITION SOUTHOLD, NY 11971 i { EXISTING SLOPE _ 1 I I ! r �ERED ARC J EA/v EXISTING ROOF RAFTERS, SHEATHING '. EXISTING SLOPE AND ASPHALT SHINGLES TO - - REMAIN 04436 I FOF NE�N� DRAWN BY: Author DATE: 1211912024 4:24:46 PM SCALE, 3/8" = 1'-0" DRAWING SHEET NAME: ; I I ROOF PLAN ALTERNATE: NEW HALF ROUND GUTTERS DRAWING SHEET NO: ROOF CONFIRM EXISTING GUTTERS FUNCTIONAL SCALE: 3/8"=1'-0" A-25Umul I ARCHITECTS: NOT IN SCOPE GFI SAMUELS+GFI OUTLET (NON TYPICAL HEIGHT) O DOWNLIGHT 220 (SURFACE MOUNT) E E L �1 � 22 VOLT OUTLET ODOWNLIGHT ON SENISOR S (SURFACE MOUNT) W WET ZONE GROUND-FAULT CIRCUIT INTERRUPTER RECEPTACLE RECESSED LIGHT FIXTURE QUAD RECEPTACLE ADDRESS: (H=NON TYPICAL HEIGHT) 25235 MAIN ROAD SMOKE DETECTOR CUTCHOGUE NY 11935 $ SWITCH(VIF) 631-734-6405 I I I I I I O CEILING FAN ' ' ' ' ' CONSULTANTS: $D SWITCH ON DIMMER(VIF) ENGINEER: CHANDELIER MARESCA&ASSOCIATES $T THREE-WAY SWITCH 188-04 W. MONTAUK HWY (SPECIFY COVE(LIGHT ) HAMPTON BAY, NY 11946 SPECIFY VIA SHOP IDRAWINGS SCONCE H (H=NON TYPICAL HEIGHT) -----E- OWNER: L2 _ _ _ _ HORIZONTAL SHELF LIGHT db x - � - -� — � Q \ (SPECIFY VIA SHOP(DRAWINGS) THERMOSTAT ICJ ICJ Q $- +H (H=NON TYPICAL HEIGHT) 7 I I I DON AND LINDA COS TANZO SH ROLLER SHADE Q Q I I I = ; 365 ISLANDVIEW LANE SPEAKER - — __ _ L _ _ _ NEW FAUX CLAD SOUTHOLD NY, 11971 H (H=NON TYPICAL HEIGHT) r i - `'T------ I\ BEAMS WITH STAINED r------- CATHEDRAL rn Hood \\ I REVISIONS: SOFFIT LOCATION Ve CEILING G,1 I WOOD _ _ TRUSTEES APPLICATION 9 3 24 (CONFIRM DURING CONSTRUCTION) EXT EXHAUST 1l) ' ---® CEILING DROP HEIGIHT II I I I III II , \� �JIII ------------ �\ 105 PERMIT SET 10/1/24#DROP JUNCTION BOX / --- BID SET 10/18/24 DATA/ETHERNET OWTLET J oo (H-NON TYPICAL HEIGHT) PERMIT REVISION SET 12/19/24 o DUPLEX RECEPTACl1E BED 2 DINING i if, TYPICAL HEEIGHT) 'KITCHEN IN/// n 104 PROJECT NAME: T REFLECTED CEILING PLAN LEGEND CLAD EXISTING ________________ BEAMS WITH STAINED GFI WOOD ------------ ---------------------------------- I I I I I I N-E W / � ENTRY- J ------------------- ---------------------------- ''I'II (r/j6 f " / _ .I•F i/// ynj',e'Y;" I' i--- -"- I -_ i ,' ---_ C1 to _-- ,i_I �!\\i y1�/\,\ to �E�/�- II\/\--IIIIIIIIIIIIIII \\I\ \ f.\°D I, DECK NEW DR. INTRYNALL OPEN TO ABOVE Lu j/ ///�// / / III;III'III \\ ` \\ \\ \ Lli I 0 zj BATH EQ 102// CL OFFICE NOQK LOFT � - LRIEGPHLTA CFIXTURE. NEW GEW WIRE TO SWITCHz LOCATION W EQEQ ------------------ ---- - ------------------- -- - t, D CABINET WAS _i-A_-I L_-—LA U—_N_DQ R YDRYS - `, +� ------------- \ / -PROJECT - ADDRESS: DDRESS: 10 WIC - ----- 365 ISLANDVIEW LANEC GAS HOOK UP CLAD EXISTING SOUTHOLD, NY 11971 WH BEAMS WITH STAINED WOOD NEW GYP BD. CEILING --__„ CICsII I I EDAR c 77- 77777 -- --- ------------------------------------------- $Q�1X3 \ / \ I - -- ----------------- ------------------------ PRIMARY BEDROOM CATHEDRAL CEILING NEW FAUX CLAD EXISTING - OF NEBEAMS WITH STAINED OUTLETS TO REMAIN IN WOOD EXISTING WALLS DRAWN BY: Author rmxT DATE: 12/19/2024 4:2t4 o:24e,G,. 9E., PM SCALE: As indicated DRAWING SHEET NAME: POWER/DATA PLAN DRAWING SHEET NO: 2 RCP LOFT RCP1STFLR SCALE: 3/8"=V-0" SCALE: 3/8"=1-0" A10275m0l i ARCHITECTS: SAMUELS+ ST NEW 2X8 @16" RR WITH 3/4" PLYWOOD, LATH UNDERLAYMENT, 1 - 0 1' - 0" AND ASPHALT SHINGLE ROOFING EXISTING ROOF RAFTERS, SHEATHING ADDRESS: AND ASPHALT SHINGLES TO 25235 MAIN ROAD PATCH IN NEW ASPHALT SHINGLES AND NEW WINDOWS REMAIN CUTCHOGUE NY 11935 WATERPROOFING WHERE REQUIRED NEW CEDAR SHINGLE SIDING TO 631-734-6405 FOR NEW ADDITION MATCH EXISTING- PAINTED EXISTING WOOD SHINGLES AND SHEATHING TO CONSULTANTS: --�-1/ F6AT� C TRIM-- — — — — REMAIN-T44RO-UGH UT-ONLY Level TO ENGINEER: -- --- WITH DECORATIVE SELECT LOCATIONS AT NEW 19 -6 MARESCA &ASSOCIATES DRIP EDGE WINDOWS NEW SIDING TO BE 188-04 W. MONTAUKHWY - NEW WINDOWS PATIO ED IN. HAMPTON BAY, NY 11946 - _ - - EXISTING CEDAR OWNER: m � _ _ _ _ Level WINDOW LEVEL _ _ E-SiDING— — — — — — — — DON AND LINDA COS TANZO 14'-8n - - 3651SLANDVIEW LANE — — — - LAN— — — — — — _ _ — — — — — a — -- PLAN D NY, 11971 Level SOUTHOL - -- - -- - — -------- - - -- — — — — _ Level C REVISIONS: EXT. SCONCES --- ED2 _-__ ® TRUSTEES APPLICATION 9/3/24 NEW 31/2" FLAT PVC TRIM EXT. INDOW — ----- W _. _.. . - : . _ - _ _ _ _ _ _ _Level GARAGE CEILING PERMIT SET 10/1/24 WITH DECORATIVE + �— BID SET 10/18/24 I I o 8'-4" DRIP EDGE ED3 PERMIT REVISION SET 12/19/24 - T- r — E R - X cm I /I Lev 1 PROJECT NAME: EXT FQUNDATIONS 3' 6° co Level GARAGE /Lv el GR u /U/ Level FOUNDA ON Proposed North SCALE: 114"=1'-0" FLAT STOCK PVC TRIM EXISTING WOOD TO MATCH EXISTING SHINGLES AND SHEATHING TO PICTURE WINDOWS REMAIN THROUGHOUT. ONLY EXISTING WOOD 3' - 1" 5" 6' - 2" 5" 3' - 1" NEW 2X8 @16" RR SELECT LOCATIONS AT INEW NEW 2X8 @16 RR SHINJGLES AND SHEATHING TO WITH 3/4" PLYWOOD, WINDOWS NEW SIDING TO BE WITH 3/4 PLYWOOD REMAIN THROUGHOUT. ONLY LATH UNDERLAYMENT, %J sip PATCHED IN. 12 12 LATH UNDERLAYMENT SELECT LOCATIONS AT NEW 2 12 AND ASPHALT SHINGLE ROOFING r-- --i AND ASPHALT SHINGLE ROOFING WINDOWS NEW SIDING TO BE NEW 6" FASCIA BOARD klv�) EXISTING ROOF RAFTERS, SHEATHIN 4 1/ „ 4 4 4 10 "rill, AND ASPHALT SHINGLES TO - PATCHED IN. _ 31/2" FLAT PVC TRIM W5 NEW CEDAR SHINGLE SIDING REMAIN _ _ _ _ _ _ WITH DECORATIVE Level TOW EXISTING ROOF RAFTERS, SHEAT ING TO MATCH EXISTING. PAINTED Level TOW S 1/ = DRIP EDGE 19'-6° — AND ASPHALT SHINGLES TO W6 — — W6 — — — — _ 19' W FOR ELEVATION {NEW W4 PATCH IN NEW CEDAR REMAIN _ ----- E 0 T WIN, SINGLE SIDING PATCH IN NEW CEDAR SHINGLES PROJECT ADDRESS: NEW 3 1/2" FLAT PVC TRIM r) PAINT ALL TO MATCH o - AROUND NEW DOOR AND WATERPROOFING WHERE 365 ISLANDVIEW LANE REQUIRED FOR NEW ADDITION SOUTHOLD, NY 11971 EXT. SCONCES EXISTING ASPHALT Level LOFT PLAN NEW 31/2" FLAT PVC TRIM - SHINGLE ROOFING Level LOFT PLAN AROUND-NEW MNDOW — 2 _ " — -o -6" Level CEILING LNG ,-- _ _ _ _ _ _ Level EFtEDq 11 6 1 1-611 V �G�S�\NE N FUTURE OUTDOOR W4 NEW _ _ _ _ _ _ _ _ _ _ Level GARAGE CEILING WIN. 0 8'_4° EXISTING - o ! r a WINDOWS asp o0 00 _-- _ NEW GAR GE DOOR NEW GARA E DOOR �TFOF NE\\N�� — _611 - Level 3'-6" DRAWN BY: Author EXI8TING.0 U , -- cv Z_ EXISTING CMU FOUNDATION C° DATE: 1211912024 4:24:53 PM Level GARAGE FOUNDATION Levei GARAGE `� SCALE 1/4" = 1'-0" — — cvti;i viwAGE — i , / D�/ ,�, / �/ RAWI/ i NG SHEE i /. T NA/ ME: / i i.'i. i / i / / i / i/ evel GR D % i L i i / � O , n i/, / ,j Lev I FOUNDATION _ i; ' ' M ELEVATIONS 3 -0 Level FOUNDA N DRAWING SHEET N0: Proposed West Proposed East SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" A003ou 0 1 ■ ARCHITECTS: SAMUELS+ S ADDRESS: 25235 MAIN ROAD CUTCHOGUE NY 11935 631-734-6405 CONSULTANTS: ENGINEER: MARESCA &ASSOCIATES 188-04 W. MONTAUK HWY HAMPTON BAY, NY 11946 OWNER: DON AND LINDA COS TANZO 3651SLANDVIEW LANE SOUTHOLD NY, 11971 REVISIONS: TRUSTEES APPLICATION 9/3/24 PERMIT SET 10/1/24 BID SET 10/18/24 PERMIT REVISION SET 12/19/24 PROJECT NAME: PATCH IN NEW CEDAR SHINGLES AND WATERPROOFING WHERE REQUIRED FOR NEW ADDITION NE 2X8 @16 R WITH 3/4" PLYWOOD, EXISTING WOOD SHINGLES AND LATH UNDERLAYMENT, SHEATHING TO REMAIN AND ASPHALT SHINGLE ROOFING THROUGHOUT, ONLY SELECT NEW SIDING TO MATCH EXISTING LOCATIONS AT NEW WINDOWS WITH 3/4" PLYWOOD, NEW SIDING TO BE PATCHED IN. HOUSE WRAP, R-19 INSULATION0 SPRAY FOAM BTW STUDS EXISTING ROOF RAFTERS, NEW WINDOWS — SHEATHING AND ASPHALT— — — — — _ — — — — — — — _ _ _ Level TOW SHINGLES TO REMAIN _ 19'-6" W2 EXISTING ROOF 31/2" FLAT PVC TRIM — --- WITH DECORATIVE - PROJECT ADDRESS: EXISTING SIDING DRIP EDGE 365 ISLANDVIEW LANE — — — — — — — — — — — - — — — u _ IN LEVEL OLD, NY 11971 Level _W SOUTH Level LOFT14 8 � c/) 12' 6 — — — 2' - 11 1/2" 2' - 11 1/Dil — - 1 V2 2d - 1 — _ - — — -- — — --- — — — _ _ LNG r ; .611 _ Level CEI I R CN — — — — — — — wl ra ,??. r Level GARAGE CEILIN-G ry cn 8'-411 -- oo o . GO st J J J r � S��r �4436 FOF NEWS X — — — — — — _ Level01 77 3 -6 DRAWN BY: Author `0 Level GARAGE 1211912024 4:24:57 PM .EXISTING CMU FOUNDATION. " DATE: -Lev UND 11 SCALE, 1/4 = 1-0 0 DRAWING SHEET NAME: 77 �.,7 ; ,, _,- 1 , � ; , / �� /, _, Level FOUNDATION ELEVATION -3'-0' DRAWING SHEET N0: ropose outh SCALE: 114"=1'0" 0 1 e� ■ i I ARCHITECTS: S A i AMUELS+ TEELMAN ADDRESS: 25235 MAIN ROAD CUTCHOGUE NY 11935 631-734-6405 CONSULTANTS: 1 2 3 4 5 ENGINEER: COMPANY I STREET NEW YORK, NY 00000 NEW RIDGE BEAM NEW XXX 16" RR / OWNER: WITH 3/4" PLYWOOD, LATH UNDERLAYMENT, AND ASPHALT SHINGLE ROOFING DON AND LINDA COSTANZO I 365 ISLAND VIEW LANE SOUTHOLD NY, 11971 i — NEW SIDING TO MATCH EXISTING REVISIONS: WITH 3/4" PLYWOOD, 'OiV1600 HOUSE WRAP, R-30 INSULATION I TRUSTEES APPLICATION 913/24 SPRAY FOAM BTW STUDS Level TOW W6` � i C6 � — —�-- — � — 19'-4„ P JECT NAME: _ --.... -..._..................._..... _.. NEB A��R i j GLASS RAILING SYSTEM " I LOFT WITH WOOD 2 1/2 HANDRAIL 201 POTENTIAL DUCT LOCATION POTENTIAL DUCT LOCATION HLADER SEE PLAN HD SEE PLAN _Level WINDOW LEVEL 14, Level LOFT PLAN 1-411 — — NEW CJ 2X8 @ 16'0C � NEW FJ 2X10@116 WITH R-19 BA TT INSULATION NEW GJ 2X8 @ 96"OC Level CEILING i EXISTING EXTERIOR WALLS i — � i �N1 I ° 2X6 BEARING WALLS i - -- — �� _____.___ 1 NEW CASEMENT WINDOW �.- - - ---- f 1 ITCHEN ! -- OFFICE NOOK Wl R-19 INSULATION ----- -- ' 101 r 00 o � o I co EXISTING EXTERIOR ._....._..... _.._...,... --..--._....-------- I_.. -....--- j WALLS I ............. Ar SEE INTERIOR r r� kwj ELEVATIONS SE IN E OORR °i 2X6 BEARING WALLS = !. ! ELE NS - -- -...._...._...... I SEE STAIR DRAWINGS W/ R-19 INSULATION I r i I P Y -__......................._...................................._..... ME i I r I I I — — — Level 01 EXT 2 X 90"FJ @ 16"O.C.PROVIDE NEW SPRAY FOAM R-19 INSULATIOWA 3r.611 PROJECT ADDRESS__ ' p - 365 ISLANDVIEW LANE __.__._._....... _._._.__. _. ___.__._..___ EXISTING GIRDER BEHIND EXISTING GIRDER BEHIND EXISTING GIRDER BEHIND ............ . . ...._..... - SOUTHOLD, NY 11971 , r r EXiSTING,CRAWL SPACE r EXISTING CRAWL SPACE , - _ . . . , . .. . - . �.......:.... . - - - - ...--- --- --- - - SPAC� - 001 . Level GARAGE _ NEW 6X6-POSTS r, r r , r , - 4 o A ---._ r . . D /. / 4. % <n /, .;• LeveIGROUP: ��,��\NEJ ANS� T�� f r' / J / f i n• J / I / / r i to i r / I / J / i r� / / I / J i / 1 d / JO I / i , / / 1 i / r r( f J� A I f / r'. i/ r /J -^ / f / / V" a 6 r T 4 4 i` r 3 i / / r' i / / % { / /f r 0 N Ew j r / / / f, -eve[ r r ` f FOUNDATIO N J , , r f i , / / / r / -3 0 i J / / / / / /J / F / l / •/J r` J /J // r DRAWN B Autho r Y: , d r� / , / r / / r r • 9/30/2 •024 4. 1. , 1 .17 PM i DATE :/ / / rr/ r rr J . r — f / • /2 - r / 1 1 I / SCALE. 0 / / 1. J, / DRAW SHE DRAWING . ' ET NAME. / J / / r r 021/ J / / , I SECTION I I I I I I : Section 1 SCALE: 112'=1'-0' DRAWING SHEET NO: i I I i Am350000 i i i ARCHITECTS: -----------.._..-- -.._._._......---------................_..._..----..._..........................................._....._...........---.......................................................-------..............................................-.............._....-_._._._..._._.._..-_....._.__.....--------._.._..._......--------...---......................................................_.........................................._...__.._.._.._...._........................------...._...... - - ----................. ------- — .-............--- -- -- ..__..................----.........__.... ----- S A AMUELS+ STEELMAN ADDRESS: 25235 MAIN ROAD i CUTCHOGUE NY 11935 i 631-734-6405 I CONSULTANTS: ENGINEER: COMPANY STREET NEW YORK, NY 00000 NEW 2X10 @16" RR ........_.................... --..... D A OWNER: __. . `—_ —..—._--...--............................--._.......... WITH 3/4" PLYWOOD DON AND LINDA COSTANZO LATH UNDERLAYMENT, i 365 ISLAND VIEW LANE AND ASPHALT SHINGLE ROOFING I I I SOUTHOLD NY, 11971 NEW R-30 INSULATION _._.._...................................... -....._......�` REVISIONS: ------._........_._......_._.........._.........-..... .._....._..__..__..__......._._._.._-- _--- SPRAY FOAM BTW RR �.� TRUSTEES APPLICATION 913/24 NEW RR 2X 10 a 16" —_ — — — — — — — — — - — — — — — — — — — — — Level TOW - 19'-4" - NEW SHEETROCK FINISH AT --------------- RR i �� I ' NEW HEADER AT ROOF EDGE EXISTING ROOF TRUCTURE \ SEE PLAN FOR SIZE NEW R-30 BATT I ISULATION PROJECT NAME: NEW GYP BOAR CEILING —----------._.......--...-.....................--..._..._..... .....--... -._..._--. . NEW SIDING TO MATCH EXISTING - CL WITH314 PLYWOOD, _.._.._..._..---- ................-- ......_.... r-...._.__................_.._._...........__. _..... _......- --.._........ HOUSE WRAP R-30 INSULATION -'--- (0 ,EXISTING RR / 1 / o f / / , _SPRAY FOAM BTVV STUDS i --- --_ _ - ---- ---_ - --- -- -- ----� _ __- _ __. _..-- _ - --- - - LOFT 3' 1�IIIRE RAILING 201 TO) CODE. WOOD I J CAMP 21I4" D =' H&NDRAIL EXISTING POST M � I i _ I I i FL(OOR EDGE ST-RUCTURE I I : evel LOFT PLAN NEW FJ / _ -- CA`kSED OPENING TO, Level CEILING _........... -K t1TC H E N ._.__._........__.._._._ F.._ I _._..._.._..-- - — — — --- --11 - i NEW ENTRY DECK j WITH RAILINGS TO CODE ------------ \\POST IN L C D6 N RYMAL D1 � ( D1) W4 EXISTING I I I LIVING RM/DEN 0 i WINDOWS TO - j 100 _ REMAIN 710 00 Ado ftk / ................._...._.. ..._....._\._a�...__.. , I I L - - \ \ \ j NEW OAK FINISH FLOOR Leve101 j — — — — PROJECT ADDRESS: NEW GIRDER EXISTING!GIRDER'-,- �, 365 ISLAND VIEW LANE SOUTHOL Y 11971 SPACE _ , Level -.._ ..__ - - =— - eve M - - - EXl'STiNG�Cf�AWL' SPAC' - . - _. I' , E � GAR AGE NEW POST TO Gl D, R- 411 -N P R E al - _ Level GROUND (1 FLED AR/� / / r/ e � / . w / i i / G / / / f / / I / / / j r / l r 1 ' / ON W ALLC I V 6 / / / f /f / / / / i i r i / r f I / / / Level FOUNDATIONsT a4436 /� _ q o / >/ / r' r' i N r / - 3 -0 r' / , 1 / / i r' / f / / I / / i" i / / r / Author o ! i / 1` r DRAW N BY: / l / / :, r , / / / / . � �" �/ 913 oi2 ,/ /. ,// // DATE. SCALE: 112"= 1'-0" -----.....---..........................._.... ...-.........._....._.................._._..........................._...__..__.. i DRAWING SHEET NAME: Section _ CALE----�--------------- ------................ ........._........_........................._..... SECTION SCALE: 112"=1'-0" i I I _............................----._._._ _._... — ....._.. ..__.._............................ ...---._.... i DRAWING SHEET NO: I "'3"k 1 i i i i I ■ 0 I I ARCHITECTS: C D B A 2 Sim EXISTING RR, PLYWOOD, LATH UNDERLAYMENT, -400.0 EXISTING RR, PLYWOOD, LATH UNDERLAYMENT, SAMUELS+ AND ASPHALT SHINGLE ROOFING. NEW AND ASPHALT SHINGLE ROOFING. EXISTING R-30 BATT INSULATION WITH GYP FINISH I ISTEELMANR-30 BATT INSULATION I WITH GYP FINISH _ EXISTING RR EXISTING RR �SZA MA 6�64 ADDRESS: — — — — — — — - — — — _ _ — _ _ — _ _ — _ Level LOFT PLAN 25235 MAIN ROAD 12'-6" NEW ICJ 2X8 @16 O.C. CUTCHOGUE NY 11935 Level CEILING 631-734-6405 11'-6" � OR SIZE CONSULTANTS: ENGINEER: i I MARESCA &ASSOCIATES EXT SIDING, NEW R-30 BATT I EXISTING 188-04 W. MONTAUKHWY INSULATION BTW STUDS. NEW W9 W9 i i WINDOW - EXISTING EXTERIOR WALL HAMPTON BAY, NY 11946 OWNER: GYP BOARD FINISH BED 2 i KITCHEN i DINING WITH EXISTING SIDING. \ 103 I "C) 104 I 105 NEW INSULATION AND GYP DON AND LINDA COS TANZO ioo I , BOARD 365 ISLANDVIEW LANE SOUTHOLD NY, 11971 010 ® ® I I REVISIONS: TRUSTEES APPLICATION 9/3/24 PERMIT SET 10/1/24 I I ` BID SET 10/18/24 Level01 PERMIT REVISION SET 12/19/24 EXT FJ W/NEW SPRA, FOAM INSULATION R-30 31-611 _ . . PROJECT NAME: •EXIST]I G*-CRAWL-SPACE ; Level GARAGE 4111 Level GROUND _A1 oil _ 6X — NEW_ POST I EXISTING 18"CMU BLOCK I=III=) = I=III=III=III I I= I I=- - - NEW PC FOOTING I =_FOUNDATION ON 8"X 16"= I I I I III=III= I I I=I = I I =I = I SEE PLAN FOR SIZE_— — __I EEI I FE I _ I _�_P.C. FOOTING CONTINUOUS -III -- �„ _ II-I-I II I � L�I J- I _ I 1=l EXISTING 8 CMU BLOCK �I__� _ Level FOUNDATION 1 I FOUNDATION ON 8"X 1611—_ _— J 1 I I -3 _� Oil 7-0 — I=_P,C. FOOTING CONTINUOUSI'. ,�� =1 -- - - =1 1=_-=� I I IE_=1 11=_ 1 I I I1 I IEEI I =1 Section 4 r SCALE: 112"=V-0" 3 4 5 -(1N�RR _ F'��sr/N _ I _ Level LOFT PLAN tr� 0 �X�S AR 12'-611 Level CEILING 11'-6" EXISTING RR, PLYWOOD, LATH UNDERLAYMENT, AND ASPHALT SHINGLE ROOFING. NEW PROJECT ADDRESS: 7,T W R-30 BATT INSULATION WITH NEW GYP FINISH 365 ISLANDVIEW LANE Y, T a— - EXISTING EXTERIOR WALL SOUTHOLD NY 11971 LO ' WITH EXISTING SIDING. a' NEW R-19 BATT INSULATION PRIMARY BEDROOM AND NEW GYP BOARD FtED ARC E JEANS-9�T�� _: 4 � 'LiG A rl_•�_b cn.,o 04436 OQ� N� Level 01 FOF NE� 3-6" EXT FJ W/NEW SPRAY FOAM R-301NSULATIO DRAWN BY: Author EXISTING 8"CMU BLOCK DATE: 12/19/2024 4:25:00 PM SCALE: 112" = 1'-0" EXISTING CRAW.SPACE FOUNDATION ON 8"X 16" P.C. FOOTING CONTINUOUS DRAWING SHEET NAME: Level GARAGE - — � . . . � T. r.�--r •T ., . �"� - ,' � .� ' . • . . . � VIA Level GROUN4° O„ SECTION DRAWING SHEET NO: — Section 2 , = I� i __•__III—�-��__��-��-__—_--�—i =—_ =I I � — — �_ ____— �— _ SCALE: 1/2"-1 a Level FOUNDATION i ARCHITECTS: SAMUELS+ L, STEELMAN ADDRESS: 25235 MAIN ROAD CUTCHOGUE NY 11935 3' - 7" 3' - 6 1/2" 3' - T 4 631-734-6405 CONSULTANTS: NEW OAK WOOD 2"X2" - METAL WIRE RAILING ENGINEER: BALLESTRADES STAINED - 1/8" D STAINLESS WITH WOOD HANDRAIL. MARESCA&ASSOCIATES co STEEL CABLE I I I WIRE SPACED 3.5"APART 188-04 W. MONTAUK HWY SPACED 31/2" HAMPTON BAY, NY 11946 NEW ROUND OAK WOOD 2.5"HANDRAIL. STAINED - - 11211 APART OWNER: OAK TRIM AT I _ _ _ _ �_ _ _ _ Level LOFT PLAN DON AND LINDA COS TANZO FLOOR EDGE. — _ 12 _6�� 365 ISLANDVIEW LANE STAINED NEW OAK WOOD TREADS — _— —_ — — — — — — Level CEILING SOUTHOLD NY, 11971 11'-6"AND RISERS. EXPOSED OAK — — — _ REVISIONS:HALL BEYOND I I I STRINGER. STAINED — — — — TRUSTEES APPLICATION 9/3/24 PERMIT SET 10/1/24 C BID SET 10/18/24 c o I PERMIT REVISION SET 12/19/24 Level GARAGE CEILING 81-411 i I I PROJECT NAME: ZGYP BOARD WALL — — — — — — RECESSED BEHIND I I I I _ Level 01 j 3'-6" STAIR ELEVATION Stair Section 3 I I SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" 99.0:0,: D 4 -500.0 D B D B � -- OAK,TRIM AT METAL WIRE RAILING N of Of NEW WOOD FLO(OR EDGE. 101/2" 10 1/2" 3' - Oil WITH WOOD HANDRAIL. STAINEDo f I 0 1/2' 0 1/2' WIRE SPACED 3,5 APART I I NEW/OAK WOOD TREADS AND RISERS. EXPOSED OAK i l • OAK TRIM AT FLOOR EDGE. STRINGERGER, STAINED I I STAINED 3 NEWT WOOD -500.0 Level LOFT PLAN 2,5"HANDRAIL PROJECT ADDRESS: 12'-6" — - _ _ Level LOFT PLAN - --- --- / I 12'-6° 365 ISLANDVIEW LANE --------- CV I _ I T SOUTHOLD NY 11971 Level CEILING = cfl I , _ T Level CEILING ' 1 o �' " FLOOR ABOVE I I L --------- 11'-6 CV NEW OAK WOOD TREADS = r� I I NE:W OAK WOOD 2"X2" r I --------_ �, AND RISERS. STAINED I - c� I ' , E �ERE�ARC r BA�LLESTRADES STAINED d , T- G5 NE JEAN o 5 CA-5O0.0 IiI ---------IIII A o' +• fn Level GARAGE CEILING ---------101/2 2118'_411 0 1/2' 2lGmrcn�LO O 1/18" D STAINLESS 04436 c� I STTEEL CABLE N I SPACED 3 112 2 o _ APART rco -500.0 I I �) DRAWN BY: Author I I I I DATE: 1211912024 4:25:03 PM I =Cq NEW WALL UP TO STRINGER ------------- SCALE: 112" = 1'-0" _ — DRAWING SHEET NAME: T \ _ T _ Level01 ` 3'-6" — _ Level 01 3 - 0 3'-6" STAIR 3 Stair Section 2 SCALE: 1/2"=1'-0" Stair Section 1 2 SCALE: 1/2"=1'-0" I I STAIR PLAN DRAWING SHEET NO: SCALE: 112"=V-0" ARCHITECTS: SAMUELS+ DOOR SCHEDULE EXT. WINDOW SCHEDULE STEELMAN QTY SWING NAME MFR SIZE FINISH DOOR TYPE- PANEL HARDWARE WINDOW Manufacturer Model QTY SIZE(W X H) Comments Type Mark SPEC TYPE ED1 1 SEE PLAN 36"x 84"x 13/8" HALF GLASS W1 Andersen Corporation 400-;Series Casement 4 2'-4 3/8"x 3'-413/16" T=TEMPERED ADDRESS: ED2 1 SEE PLAN 36"x 84"x 13/8" HALF GLASS W2 Andersen Corporation 400-;Series Gliding Window 4 4'-111/4"x 2'- 11 1/4" T=TEMPERED 25235 MAIN ROAD ED3 1 SEE PLAN 36"x 84"x 1318" FULL WOOD Andersen Corporation 400-; T=TEMPERED CUTCHOGUE NY 11935 Series Tilt-Wash Double Hung � �� ED4 2 SEE PLAN 216"x 84"x 11/2" OVERHEAD W3 Pictuire 2 2'-51/2 x 2'-11 631-734-6405 W4 Andersen Corporation 400-;Series Gliding Window 2 4'- 111/4"x 3'-111/4" T=TEMPERED CONSULTANTS: W5 Andersen Corporation 400;Series Picture Window 1 3'-0"x 4'-0" T=TEMPERED DOOR SCHEDULE INT W6 Andersen Corporation 400;Series Picture Window 2 3'-0"x 4'-0" T=TEMPERED ENGINEER; MARESCA&ASSOCIATES QTY SWING NAME MFR SIZE FINISH DOOR TYPE- HARDWARE W7 Andersen Corporation 400-;Series Gliding Window 1 2'- 111/4"x 2'-111/4" T=TEMPERED 188-04 W. MONTAUK HWY Type Mark SPEC TYPE W8 Andersen Corporation 400-11Series Casement 1 7'-0 5/8"x 2'-4 3/8" T=TEMPERED HAMPTON BAY, NY 11946 D1 2 SEE PLAN 30"x 84"x 13/8" PNT TWO PANEL TBD W9 Andersen Corporation 400-11Series Casement 2 2'-01/8"x 4'-0" T=TEMPERED OWNER: D3 4 SEE PLAN 30"x 84"x 13/8" PNT TWO PANEL TBD D5 2 SEE PLAN 36"x 80"x 2" PNT TWO PANEL TBD DON AND LINDA COS TANZO D6 1 SEE PLAN 48"x 84"x 2" PNT TWO PANEL TBD 365 ISLANDVIEW LANE SOUTHOLD NW, 11971 REVISIONS: TRUSTEES APPLICATION 9/3/24 PERMIT SET 10/1/24 BID SET 10/18/24 PERMIT REVISION SET 12/19/24 PROJECT NAME: ;SEE SCHED. SEE SCHED. SEE SCHED. 7" 7" SEE SCHED. 5" 5" 4" 5" SEE SCHED. / I \ RO IDE ALLOWAN E PROVIDE ALLOWANCE M �, OR ENTRY DOORS SPEC, FOR GARAGE DOOR SPEC co Uj Diu _ an Cnn w cWi> ~ r \ O N / T \ / L/,,/]/ \0 \ / 0)fli i EDI.2 ED3 D1 D3 D5.6 SINGLE DOOR TYPES SPECIALTY DOOR TYPES SINGLE DOOR TYPES POCKET DOOR TYPES DOUBLE DOOR TYPES EXTERIOR DOOR TYPES INTERIOR DOOR TYPES TRIM WITH W3.SEE LOCATION ON ELEVATION SEE SCHED PROJECT ADDRESS: SEE SCHED. 365 ISLANDVIEW LANE 3 /2" 6'-2" SOUTHOLD, NY 11971 — 3 3'. all SEE SCHED SEE SCHED SEE SCHED \ -------------- ------------� ---------------- 3- 3, 11 Ia----------- ----- \ r co ,��RED ARC ` 3 1/2" -- i \\ O�5 \�E J EA/V S �TF � I I \� I o \ w I i U \\Ljj \ LLJ LU N N U ` \ U U 4, � W \ \ � � W W v M I I 04436 O� FOF NEw� W1 W2 W3 W4 T - W5 W6 W7 W8 W9 DRAWN BY: Author DATE: 1211912024 4:25:06 PM SCALE: 1/2" = V-0" DRAWING SHEET NAME: WINDOW TYPES WINDOWS AND DOOR SCHEDULE DRAWING SHEET NO: Am 6(Am)k 0 ■ 0 1 i i ARCHITECTS: _ --............._._ --...._........................ STRUCTURAL REVIEW BY STEVE MARESCA PE WIND-BORNE DEBRIS PROTECTION FOR OPENINGS 188-07 WEST MONTAUK HIGHWAY, HAMPTON BAYS, NY 11946S A AMUELS+ FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS PHONE 631 728 9480 ft mA1L 1 ( MAXIMUM MEAN ROOF HEIGHT: 35') SIMPSONLSTA-20GAGE STEEL RIDGE STRAP-ALL ROOF RAFTERS �.` 2 x 6 TIE @ EACH RAFTER USE/OCCUPANCY IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA. IICE SHIELD UNDERLAYMENT SINGLE FAMILY RESIDENTIAL SHUTTER► ASSEMBLY REQUIRED-24"FROM EDGE ADDRESS: I � � DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME 25235 MAIN ROAD N.T.S. g ------ CONSTRUCTION MANUAL FOR 1 + 2 FAMILY HOUSE CUTCHOGUE NY 11935 FOR PANEL SPANS: 0<4'0 WIDE:SPAN HEIGHT PRESCRIPTIVE METHOD 631-734-6405 23/32"(3/4")APA SPAN-RATED 48/245HEATHWGGRADE PLYWOOD i OVERLAP AROUND OPENINGS 4" I � � -ALTERNATE POSITION OF ( ) HURRICANE CLIP USE 3 -O» MAXIMUM GROUND SNOW LOAD - 45 PSF. CONSULTANTS: I j j ASSEMBLY: SIMPSON'H3 ATTACHING STRUCTURAL PANEL:FASTEN!TO BUILDING w/ I I FIRST LEVEL 40 PSF. L.L. - LIVING AREAS 40 PSF. L.L. COMPEER: #104" (w/WASHERS) GALVINIZED OR STAIINLESS STEEL I I SIMPSON H2 HURRICANE WOOD SCREW @ 16 O.C. I a CLIP NON FROM > BEDROOMS - 30 PSF. L.L. COMPANY i ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: RAFTER TO STUD.- - WIND SPEED - 130 MPH #10 TEE NUTS ATTACHED TO BLDG.w/#101x1-1/2 (W/WASHERS) I I FIRE AREA STREET MACHINE BOLT @ 12"O.C. TYPICAL ALL RAFTERS --- RK, NY 00000 ��' f 5-Sd NAILS EACH END RESIDENCE: X SEISMIC DESIGN CATEGORY - B WEATHERING - SEVERE OWNER: i - APA RATED PLYWOOD TO PROVIDE 8d COMMON FROST LINE DEPTH - 36" EXTEND TO TOP OF TOP NAILS 04"O.C.AT DON AND LINDA COSTANZO " PLATE. EXTERIOR EDGE OF ALL TERMITE - MODERATE TO HEAVY f. I SHEATHING. 3651SLANDVIEWLANE TYPE OF CONSTRUCTION DECAY- SLIGHT b� SOUTHOLD NY, 11971 CONVENTIONAL LIGHT FRAM WOOD ICE SHIELD UNDERLAYMENT REQUIRED -YES I"l'f I E REVISIONS: j CONSTRUCTION TRUSTEES APPLICATION 9/3/24 II .--_-.MULTIPLE SECTION ASSEMBLY: '1/4"THICK BOLTS @ 2 OC f I I GENERAL NOTES II II I I I r' I ` I `r 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY I j I I I �` ACCORDANCE WITH THE 2020 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. f I f CONSERVATION CODE,AND LOCAL AUTHORITIES. 14, THIS STRUCTURE HAS BEEN DESIGNED IN PROJECT NAME: 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY -.__........................ - ------------------- I I I l r ( rr I .r i I PLYVWOOD SHEATHING MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. I I I i I BEArn v TOP+BOTTOM. 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL I I I I LARCH STRUCTURAL GRADE#2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE SHUTTER ASS E M B LY l I I I I I DOUJBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. STUDS PLAITE PARTITIONS, EXCEPT AS NOTED ON DRAWING, I 2 s @1s"o.c. 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE i COAT EPDXY PAINT, ALL FASTENERS TO BE ASTM N.T.S. I I j I r I I 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FOR PANEL SPANS: 4'OR WIDER SPAN I `Y I Ibj FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS,3/4"DIAMETER, I I 1 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND 23/32"APA SPAN-RATED 48124 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") I I VERIFIED BY CONTRACTOR(S)PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER i HURRICANE CLIP USE AND OWNER. SIMPSON H2.5A 4-8d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS 2x4 STRONG-BACKS @ 24"OC �' FOUNDATION HAS BEEN DESIGNED FOR A SOIL 19. DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: I I I i - SIMPS(ON MST27 BEARING CAPACITY OF TWO(2)TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. 1 1/2"WVIDE.20 GAGE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 1).PREASSEMBLE PLYWOOD TO 2)x4'S:# 10x3"(w/WASHERS)GALVINIZED OR METAL STRAP @48"oC. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW @ 12"O.C. f NAIL SWEATHINGTO BOX BEAM w/ CONCRETE SLABS TO BE COMPACTED TO 95% AND IN BASEMENT( IF APPLICABLE ). POSITION NEAR 2).ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w! Sd NAl1LS @ 4"O.C. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. #10x3"(w/WASHERS)GALVANIZED OR STAINLESS STEEL � WOOD SCREW @ 16"O.C. ; 7. ALL HEADERS 6.0 FT IN LENGTH AND OVEN TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: - r #10"TEE NUTS ATTACHED TO BLDG.w/#10x1-112 (W/WASHERS) � SUPPORTED BY DOUBLE UPRIGHTS,9.0 FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY MACHINE BOLT @ 12"b.C. BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE. SEE FOUNDATION DWG. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. FOR DESIGN. 22. ANY ALTERATION,REPAIR,ADDITION OR CONVERSION TO WINDOWS �/ �]�/�'� 1 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT 1/1/ I N D��11 V IL /` �►E D OPENING PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE - - J' Z I 9. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED& PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS,SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. IN ACCORDANCE WITH LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM 1886. AND DECKS ETC.. CONTRACTOR MAY USE WOOD STRUCTURAL PANELS /'� �/�� + CONNECTION A 23. THE NYS CODES ALSO APPLY TO ACCESSORY IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN N + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS, STRUCTURE DESIGN. PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH.WIND LOAD HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO ALIGN WITH WINDOW JACK POSTS , HEADER+SILL PLATE. 0 FOR HE INSPECTION OR SUPERVISION OF PANELS TO BE MAINTAINED ON SITE. SHALL COMPLY W/NYSBC CHAPTER #2304.9.6 LABEL LOCATIONS ON EACH PANEL. THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE ! SHALL BE THE RESPONSIBILITY OF THE i CONTRACTOR. j let a NAILING SCHEDULE FRAMING NOTES PROJECTADDRESS: 365 ISLANDVIEW LANE TAKEN FROM 2020 EDITION INTERNATIONAL RESIDENTIAL CODE 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10, PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" SOUTHOLD, NY 11971 DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d @ 12" o.e, BETTER. i` e SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES INTERMEDIATE. 2. ALL IN THICKN STHING O BE APA RATED,S OR AS NOTED. EXPOSURE 1, 5/8" 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING h :: RAFTER/TOP PLATE 3-16d(TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. Ep ARC ..,, : e�10 0 CEILING JOIST/TOP PLATE 4-8d{TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED 5TURD-I-FLOOR, 0�5 ��JEAN S CEILING JOIST/PARALLEL RAFTER 8-16d (FACE NAILED) EXPOSURE 1,3/4 MIN,THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE a a a CEILING JOIST LAPS OVER PARTITION 7-16d(FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE a COLLAR TIE/RAFTER 4-10d (ea.end 1-14'strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO"OR APPROVED EQUAL. FOR I' r I GABLE ROOFS BLOCKING/RAFTER 4-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE RIM BOARD/RAFTER 4-16d (END NAILED) 4. ALL HEADERS 6*-0"AND OVER SHALL BE SUPPORTED . CLIPS AT ALL PERIMETER JOIST TO GIRDER j TOP PLATE/TOP PLATE 2-16d (FACE NAILED) WITH DOUBLE UPRIGHTS, 9-0 AND OVER WITH CONNECTIONS. e TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A STUD/STUD 2-16d(FACE NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. S+ �� 13. ALL PRE-ENGINEERED !_UMBER SHALL BE GEORGIA T,Qr 04436 O 7hl HEADER/HEADER 16d (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL OF NO f -16d(END NAILED)or BOTTOM PLATES UD 3 AND FLOOR BEAMS AS PER N.Y.S.CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 0 o BOTTOM PLATE/FLOOR JOIST 3-16d (FACE NAILED) 8'-0" Q.C. MIN. PROVIDE 2"SPACE FOR AIR @ HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED 10< 0<,45 JOIST/SILL,TOP PLATE or GIRDER 4-8d (TOE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB DRAWN BY: Author BRIDGING/JOIST 2-10d{TOE NAILED) ---.-.--.-._.____....--.---.._._.-.._..-.----.--..._-.-_-.----.-.--.........._......._. a a BLOCKING/JOIST 2-10d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS (skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND DATE: 9730/2024 4:11:36 PM BLOCKING/SILL orTOP PLATE 3-16d(TOE NAILED) stairs etc. )OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" GABLE ROOFS LEDGER STRIP/BEAM 4-16d(FACE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR SCALE: 0 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL 0 0 10 0< e<,,45 JOIST ON LEDGER/BEAM 3-16d (TOE NAILED) _. _... . PERIMETERS, HANDLING, STORAGE,AND ERECTION OF _.__.._..__...___....__.._.._ ...._......._.._.._......... ..._ ...._....__...___...... _-........_......_...-_.........._ 10< 0�0 BAND JOISTMOIST 3-16d (END NAILED) PARTITICNS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS DRAWING SHEET NAME: a PROVIDE 8d COMMON NAILS @ 4'O.C. BAND JOISTISILL or TOP PLATE 3-16d (TOE NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS, AT HIGH PRESSURE ZONE-6"O.C. PLYWOOD ROOF DECKING 8d @4"O.C.EDGES @8"O.C. FIELD WITH RATED GALVANIZED METAL CONNECTORS BY STRUCTURAL � HIP ROOFS AT INTERIOR PORTIONS of ROOF-TYP. STRIP SHEATHING 8d(ONE/RAFTER) " 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2"DIA. 10° e o O PLYWOOD WALL SHEATHING 8d @4"O.C. EDGES, @8"O.C. FIELD TECO"OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS @ 12"O.C.. PLYWOOD SUBFLOOR DECKING 8d @6"O.C. EDGES, @12"O.C. FIELD 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PROVIDE 8d NAILS @ 4''O.C.AT PERIMETER INTERIOR BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO PORTIONS OF PANELS IIN HIGH PRESSURE ZONES. FACILITATE CONSTRUCTION AND SHALL NOT BE NOTE:a=4 FT.IN ALL CASES SHALL RECEIVE 5-1 OD NAILS AT SILL AND PLATE. ------.-.---__.._-.._._.._.__.._...._.._....._..._........_......_.._............__._._.......-....... _ ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND DRAWING SHEET NO: COMPONENT AND CLADDING PRESSURE ZONES OWNER. BID & PERMIT SET