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Home My WebLink About51518-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT 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 __5___ Building Inspector D;S._.ii1i=m El-vEdo'e ice: 88FFa-31DII-4A21 -4247;vD3_ai.. D2,35 D DEF D 5DE TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 # Telephone 631 765-1802 Fax 631 765-9502 litt)s:/Avww soutli.oldtoinrjiti . min Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT iur, 8widing ins'pectnr° � 1 , Applications and forms mast be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an `, Owner's Authorization form(Page 2)shall be completed. %taie-9d�7 24 OWNER(S)OF PROPERTY: Name:LINDA AND DONN COSTANZO SCFM#1000-057-02-028 Project Address:365 ISLANDVIEW LANE GREENPORT NY 11944 . _-._._� Phone#:631-806-8255 Ernail:lindagcostanzo@gmail.com Mailing Address:365 ISLANDVIEW LANE GREENPORT NY 11944 CONTACT PERSON: Name:KAthprinp Sami iplc Mailing Address:25235 main Road Cutchogue NY 11935 Phone#:631-734-6405 Email: <ate@samuelsandsteelman.com DESIGN PROFESSIONAL INFORMATION: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ..:... d E'Alcp-ration " d-ii =� �!New Structure 29;A!:iition 1 t _ _Ree,, ?iY4�iii1.`7il E:tdi'a'ivT.V'd 4...o`�tE7i P€C7y'�:,0�: ❑Other 300000 Will the lot be re-graded? ❑Yes WNo Will excess fill be removed from premises? ❑Yes RNo 1 )n, ,j j PROPERTY INFORMATION Existing use of property:Residential Intended use of property:Residential 11 �5 iiiNoPROVIDE o'),C09'11 N Check Box After Reading: The owner/contractor/design protesekmal is responsible-fear ad drainage and storm water Issues as pmWded by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Budding Department for the issuance arm Budding Permit pursuant to the Budding Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinary ces or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable lava,ordinances,building cede, r e'r, ts"t4 p2""""'tow nsueo iDQ,W&,*, Application Submitted By(print name): Katherine Jean Samuels RAuthorized Agent ElOwner silmnatme of -,ppHcant Texas STATE-OF NMWQW,) PS SS: COUNTY OF Parker (Name of individual signing contract)above named, (S)he is the Authorized Agent ............... (Contractor,Agent,Corporate Officer,etc.) of CMif4 n%A/n.r nr nl�trners, and is rhilu ni itknri7.A to narf rm-r knw= narf rmnA tk® emid work and and file �i� appolk_a'63ril-chlat aili staternents Gara'ained ira uILS application are au.e to v4e biest of his/he' kaiow"'ge and i;e-bef;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 4th 94 -ICA ............................. otary Public j,", is 134095343 Notary Public, State of Texas PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Linda costanzo 750 Reeve Avenue, Mattituck, NY 11952 residing at Linda Costanzo do hereby authorize to apply on L�v4x WA" 9/27/2021 X51040114654CE_ Owner's Signature Date Linda Costanzo 2 SAMUELS+ STEELMAN .kat •am l° n t Im p? 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 A vkED A& North Fork 04436 25235 Main Road OF Cutchogue, NY 11935 New York 115 Broadway Flr 5 New York, NY 10006 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY la Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-0365 1 F:(631)444-0360 www.dec.ny.gov November 21, 2024 Linda Costanzo 365 Island View Lane Greenport, NY 11944 Re: Permit No. 1-4738-05044/00001 Costanzo Property 365 Island View Lane Greenport, NY 11944 SCTM # 1000-57-2-28 Expiration Date: 11/20/2029 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6 NYCRR, Part 621) we are enclosing your permit. Please carefully read all permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather and a Notice of Commencement/Completion of Construction form. Please be advised that this permit does not relieve you of the responsibility of obtaining any necessary permits or approvals from local municipalities or other agencies. Sincerely, Maria tr k Program Aida Distribution List: Samuels & Steelman Architects, PLLC BMHP File t1WIN � DepartmentEnvironmental �a�x Envlra�tttm�ntn(, �a,nn��r� Conservation NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-05044 PERMIT Under the Environmental Conservation LawIT( .__.^ .... ......_ .w - .�........_.. ._. � �_� ....... ... 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 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-05044 _.....__,...m NYSDEC Approval ..m 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 1 Headquarters SUNY i Stony BrookJ50 Circle Rd Stony roof.„NY 11790.. 40 Authorized Signature: Date Z� Distribution List ...._...... .__...WW.. SAMUELS & STEELMAN ARCHITECTS, PLLC Bureau of Marine Habitat Protection ............_. Permit Co mponents 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 1. 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 YlDepartment of NEW STATE Environmental conservation`4�- NOTICE The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please refer to the permit number shown when contacting the DEC. Regional Permit Administrator SHERRI AICHER Permit Number: 1-4738-05044/00001 NYSDEC Region 1 Environmental Permits 50 Circle Road Stony Brook, NY 11790-3409 Expiration Date: 11/20/2029 Email: dep.r1@dec.ny.gov Note: This notice is NOT a permit | -- -- - --- -��- ---- / �STEELMAN ( | ' / | | | ' | | � � 4ZOP xPROJECT NAME: z PROPANE ON CNIU AND SLAB z YARD NEW AC CONDENSER ON EXTERIOR / | / | | � | /| EXISTING | ' / | | | � | / ' c"T 1- | . | CEBB| E11131107-, Tt�-S OUTDOOR HEW IPOOL | � | i ' 1 | | rm�� ARY �� ' ' |� - nmmr- ~'"^" / | i | -'' SITE - , -TVV,�~"°`mmvnow TIOALVjtft� / | 1 DEC jm�mmr�N"OUNDA- / ~ / | ) ' | / VI / | | / | . pnnpo�soG�spuov ' | | `�� / �_MM1 MM | | | `�-ww ..ww ^ / | | ----��---�-----�---��---�-��-�-��-------�-��-�� -----�------� ' ! l Glenn Goldsmith,President o Town Hall Annex A. Nicholas Krupski,Vice President 54375 Route 25 P.O. Box 1179 Eric Sepenoski JL ', Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 _ 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 COSTANZO RENOVATION SAMUELS+1 TZ GENERAL NOTES ALL WORK OF THE VARIOUS TRADES INVOLVED WITH THE CO NETRUIT ON OF THUS PROJECT,IS TO BE PER FORMED DRAWING LIST: STEEL i AlI WORKS STALLED PERFORMED IN ACCORDANCE BY CAPABLE AND REPUTABLE CONTRACTOR5,110ENSED IN WITH ALL STATE,MUNICIPAL,LOCAL ZONING AND BUILDING THE STATE OF NEW YORK ISO AS REQUIRED BY RE LOCAL CODES AND ORDINANCES HAVING JURISDICTION AND BEST T400.0 TITLE SHEET,SITE PLAIN GOVERNING AGENCY YLATI 00 HIRES STANDARDSERACTICE 3 ALL WORK OF THE VARIOUS TRADES IS TO BE STA .00 SITE PLAN 2 THE AMERICAN INSTITUTE OF ARCHITECTS CONDITIONS PERFORMED IN ACCORDANCE WITH STATE AND LOCAL A-001 0 IST FLOOR DEMO SHALL APPLY TO OIL WORK PERFORMED 04 THIS PROJECT- CODES,AND ALL OTHER APPLICABLE A ENCEESAND Ip A-10 00 FIRSTFLOORPLANS 1 CUTCHOGuEN,IONS T E CONTRACTOR SHALL VERIFY OIL CONDITIONS OF THE STANDARDS GOVERNING THAT PARTICULAR TRADE,AND AS A�20 SO LOFTPLANS SITE ANY DISCREPANCIES MUST BE BROUGHTTOTHE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT HEREINAFTER STATED OR IMPLIED 4-ANYWORK HEREINAFTER STATED OR NPUEDMICH 15 A-2 00 ROOF PLANE OF CONSTRUCTTON,THE HALL BE ASIA)0 ELEVATIONS CONTRARY TO THAT REOURED BY THE APPLICABLE RESPONSIBLE FOR CORRECTIONS NOT REPORTED ONCE HE GOVERNING AGENCIES AND CODES IS HARSTAR"WORK EXCEPT FOR HIDDEN JOB CONDITIONS, AN T EBROUGH To THE ATTENTION OF RE OWNER, D �-'VAM CORRECTED IN WIILBEOFG CDCUALLTY,FREE FROM FAULTS END ORDER TO CONFORM TO THOSE GOVERNING Mau DEFECTS FOR 0 PERIOD OF ONE YEAR FORM THE DOTE OF R QUIREMENT-S NER AIRK M DRUG THE FINAL CERTIFICATE OF OCCUPOM;Y�—Ji 5 REQUIREMENTS. DISCREPANCIES FROM THIS PLAN AND THE ACTUAL 4 THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR RE CONOTIONS ME TO BE REPORTED IMMEDIATELY TO THE i Co ONMEAR METHOD,TECHNIQUES, ARCHITECT OR HIS REPRESENTATIVE Oo��n c� SEG=ENUCST'ORPRCN5 URES,ORFEBRESAFETY ED 16 ALL CONSTRUCTION MXRERIALS ME TO BE NEW AND OF PRECAUTIONSANDEROYRANDINCONNIECTIO WIT A EVEL OF QUALITY WHICH WILL INSURE THE QUALI .1 SOUTARD W.U971 WORK DESIRED BY THE OWNER WORK AND NO 1 S. SHALL NOT BE RESPONSIBLE FOR THE CONTRACTORS 17.RELOCATED PARTITIONS ARE TO BE DISASSEMBLED AND FAILURE TO CARRY OUT THE WOR<IN ACCORDANCE WITH RECONSTRUCTED TO INSURE DURABLE STRONG THE CONSTRUCTION DOCUMENTS,THE ARCHITECT SHALL CONSTRUCTION.00 NOT RELOCATE PARTITIONS AS A NOT BE RESPONSIBLE FOR THE ACTS OR OMISSION BY COMPLETE WALL T"E -6 SMALL ILE 0 E I N AD C' m S 00C�-1 AN"THEBL.Z.G�1�1DESIFIXEDMILLER ARE gIRL-BE-0 OALEl,,10 TIRE ESMO pto..G IDUFNE1.$E9 WDREN C-ONS.-IT C,TIME -MOVENNY tl -U�I��101 -�T CARP—M- -aco THE(---,TpAcfcq AEJ Au S, "TPGa"O�-S.-I ARIOW,71,�NCMRRIG-PLAIR MAKORWY cow�lous LBSGA�IIVIICE COMERACE IS, fGoR INS-100 V--A"1.SORF-..A%-EFW�, IDWARENT, BEND L.RA7---.M"OUNT NO T LGE'MAN,t 5 5 c P",IGFERA�,#XG`'W's--EX C EFT As Or.r----sE MOLE LON AND A MOBILE LLOBULLTY AND DAMAGE NOTED BY THE OWNER COVERAGE NOTL SSTHON$2MI-LION THEARCHITECT ALL CONDITIONS INDICATED OR IMPLIED As EXISTING ATTHE SHALL FRAMER INSURED ON ANY A40 ALL POLICIES 7 ME OF THIS APPLICATION ARE NOTTHE 6 Al.CONSTRUCTION SHALL MEET NYS ENERGY RESPONSIBILITY OF THE ARCHITECT. GAT GO Ex;S IN CONVERSATION CONSTRUCTION CODE.ALL GLAZED AREA E0,ALLCONDINONS INDICATED OR IMPLIED AS T TO BE DOUBLE GLAZED AND ALL BXTERLoR booG TO HAVE THE TIME OF CONSTRUCTION ARE NOT THE RESPONSIBILITY UNSULOTED CORES THE INSULATION PROTECTION AS OFTHEARCHITECT NDIGiTED ON THESE PLANS EXCEEDSTHE CODES MINIMUM 21..CONTRACTOR WILLFULLY COMPLY TO THE PROVISIONS STANDARDS Of THE EDER.-OCCURATIONILSA-ETYANDH KEY PLAN SITE INFO 7 THESE DRAWINGS AND SPECWCATI NAGE SALTH ACT OF I ISO AND TO ANY RULES AND REGULATIONS PURSUANT -w "Or'NWE 5 ISLAND VIM LANE AND,Z�l L REAMAD'N c LOCATION:A TOTNEACT. SITE AREA,10,487 SF OR STS ACRES PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR 22 ALL MATERIALS AS WELL AS METHODS AND PROCESSES TYPE:RESIDENTIAL WHICH THEY MADE LS EXECUTED OR NOT.THEY MAY NOT USED IN THE PERFORMANCE OFTHE WORK SHALL i ZONING DISTRICT.R-40 BE USED ON ONY OTHER PROJECT EXCEPT BY WRITTEN CONFORA".TOTHESTANDA.RDSOF THESUILDING S C.TV,M,p t 1091 057�-OZDSO OUTHORLZATLON FREARCHITECT IS CERTIFICATES OF INSURANCE AS REQUIRED UNDER THE OWNER B NSURANCE REQUIREMENTS FOR I DONNING LINDA COSTANZO ALL BE INSTALLED TRADES CONDUCTING OPERATIONS IN BUILDINGS FOR A RING E STATION SMOKE DEFECTOR ALARM DEVICE DOCUMENT TITLED 1 0 N IN EACH BEDROOM,ON ALL FLOODS AND SHALL BE WHICH CUSHNIAN A WAKEFIELD INC AM AS SCROD AGE— LITERC INTERCONNECTED PER CODE INCLUDED IN RE CONTRACT DOCUMENTS.MUST BE KATE CYCORY IN 9 AULSATHR ON WITHOUT OPERABLE WINDOWS TO BE FURNISHED TO THE ARCHITECT PRIOR TO PROCEEDING z ISSO MN BOA.1AMESPORT C ILLICITLY VENTILATED CS PER NEW YORK STATE WITHANYW RKANDREOUREDINSURANCEISTOBE JAMESPORT,NY 11948 CODE MAINTAINED AT ALL TIMES DURING CONSTRUCTION 10 NO WORK IS TO BE STARTED UNTIL A BUILDING PERMIT NO T ISM�--F MC-1-1 HAS BEEN SECt I ED AS REQUIRED BY THE ARE PYRAMID LAW: U) SITE AREA IE467 IF OR ACRES GOVERNING AGENCY OR AGENCIES 1 1,ALLCONDI IONS AND DIMENSIONS ARE TO BE VERIFIED COMPLIES SEE DIAGRAM ON PAGE N401 00 UPLAN !W", I o lREAREA( D):11, (SEESURVEY) 365 ISLAND VIEW LN TOTAL LOT COVERAGE IF EXISTING:I,CU BE BEFORE START OF ANY WORK AND Dt CREPANCEM OR TOTALILOTCOVERAGE SF PROPOSED:Z,i 7SF VARIATIONS TO APPROVED PLAN ARETO BE BROUGHTTO TOTAL COVERAGE PROPOSED:10 5%a ZD%REQUIRED THE ATTENTION OF THE OWNER BEFORE PROCEEONG FLOOR AREA RATIO: TEST HOLE TOTAL ALLOWABLE BE 1008F�LURSF-2RIOSF TOTAL CODE INFO TEST HOLE :2 100 SF 8196F 11i-161 IS- TOTAL EXISTING Uz-BE ND VIE WL' ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH NO SCALE w— TOTA ADDITION 1865F THE PROVISIONS OF THE SPECIFICATIONS.DRAWINGS AND BY MARK MOONALD CEOSCIENCE TOTAL PROPOSED SR 2,115 BE 2,919 BE CONSTRUCTIONCRITE IAOF THE OWNER AND SHALL SATISFY SOUTHOLONEWYORK11B71 ALL APPLICABLE CODES,ORDINANCES AND REGULATIONS OF 5c,—Lq_%r, FLOOD ZONES ALL GOVERNING BODIES INVOLVED,ANY MODIFICATIONS TO PROPERTY IS LOCATEDI NFLOOD ZONE AD AT BASE FLOOD ECONT CTWORK REQUIRED BY SUCHAUTHORTRES SHALL TEST HOLE DATA 1-14110 RLEV+23 DEPTH 6 0 BASE FLOOR ELEVATION 7 2(SEE FLOOD ELEVATION LE PERFORMED BY THE TENANTS CONTRAC TCR;ALLPERMITS CERT ON AGS2 00) SHALL BE SECURED AND PAID FOR BY THE TENANTS DARKBROWNLOAM OL ZONE AE:MAO,FLOOD ELEVATIONS DETERMINED CONTRY,GTOR{S} APPLICABLE CODES INCLUDE BUT ARE NOT LIW DTOTHEFOLLOWING� BROWN SILT ML EASOF1%ZONE X:AREAS OF C 2%ANNUAL CHANCE FLOOD;AD UlUDINGALESTRUCTURAL 2020 CODE MUTUAL CHANCE FLOOD WITH AVERAGE DEPTH OF LESS THAN]FOOT OR WITH DRAINAGE AREAS LESS THAN ;AND SMOKE AND CARBON MONO 202 CODE A NLSlCA`GR=MCl`E` Ga.HIM.SILT OIL AN GEE 202OMDE FAR PROTECTED BY LEVEES FROM 11 IN OF SAFETY NO i FLOOD MECHANICAL 2020 MECHANICAL CODE Z.FX:M.GETEDAU EGT..CLT-lIGETNEII2!KANN. PLUMBING 2020PLU RING CODE CHANCE OR FLOOD PLAIN-ELEVATIONS ME REFERENCED TO ENERGY CODE 2020 WS ENERGY SCOPE OF WORK: RAVI)IBM DATUM CONSERVATION -N� i-1 ! INTERIOR RENOVATION TURN EXISTING ONE-FAMILYMELLING, JURISDICTIONS. v WATER IN BROWN FINE TO COURSE SANT I 10 FT WITH TV%GRAVEL sw ENTIRE SITE SWTHIN DECJURRDICNON, SITE PARTIALLY IN TRUSTEES JURISDICTION SEE SITE PLAN COMMENTS:WATER ENCOUNTERED 3 7'BELOW SURFACE d=AK9 S' Ga IT-000.00 __ .............. .. +z� i -.. 9 LU a; o pII cn <y cs Ia f ua h , �#. 'it H 8l { P`A Y .� � �� I�� ! .,'.I:w �rW---�. F� �:�"' ..�..... �.I✓n�x'w..a'mwc s��n•w�''u � i�� it 1 t .,�„� .F ...................._ ....... ..... Y no �� II I (� k, i V � _Vq ��, rl ......,....., .� -- „m ��....,___ m a ,,,.�„� _. ..., ,.,��. .�..�.�.�............._.--- .. .....a .....— ___"-_... --- ............. ... ____ Z ...._ -- ...__ r ...._....... +.� Lu O Y �w OZN` iS00 r CD Z>w JE �t � o i k y N -... 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Cn, ................ ............ r� �I M 4 f ... .. .................. -------- ..... �. 1i„_ _ _.. �..._ .. ®, J IBC , o �LLJ W =C I OZNd1S0O ��' Cr o C 4 UPI 1 a. i d � I C �' ' ; 1 1 ' P i 5 P w U 9 �41 I` T 7 � 1 77 P � 6 n i . 1 0 i I —-------_ --— ---_____�___ ........_ i ARCHITECTS: A N tl"% NZu K UNNW" V A T I N3 SAMUELS I GENERAL NOTES TRADE, AND AS HEREINAFTER STATED OR IMPLIED. BTI �4K1. 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 Number Sheet Name Sheet GrouP '' ✓ 2. THE AMERICAN INSTITUTE OF ARCHITECTS CONDITIONS SHALL APPLY REQUIREMENTS. 0`�' 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-001.01 GENERAL NOTES Architecture BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO REPRESENTATIVE. A-100,00 FOUNDATION PLAN Architecture CUTCHOGUE NY 11935 COMMENCEMENT OF CONSTRUCTTON, 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: PERIOD OF ONE YEAR FORM THE DOTE OF THE FINAL CERTIFICATE OF RECONSTRUCTED TO INSURE DURABLE STRONG CONSTRUCTION. DO A-275.01 POWER/DATA PLAN Architecture MARE CA&ASSOCIATES - - 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 DON AND LINDA COSTANZO A-352.01 SECTION Architecture 5. SHALL NOT BE RESPONSIBLE FOR THE CONTRACTORS FAILURE TO ALL TOOLS, SURPLUS MATERIALS, EQUIPMENT, SCRAP, DEBRIS,AND 3651SLANDVIEW LANE ------ -- --- --- -------- ------ -- -------- - ---- -- ----------- -- -- - --- ---- ---- ------- ------ -------- -- CARRY OUT THE WORK IN ACCORDANCE WITH THE CONSTRUCTION WASTE, EXCEPT AS OTHERWISE NOTED BY THE OWNER. A-400.00 INTERIOR ELEVATIONS Architecture 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. CONTRPCTOR WILL FULLY COMPLY TO THE PROVISIONS OF THE --- ---- --- SCHEDULE BID SET 10/18/24 - , - - - - -- -- - --- THE CONTRACTOR AND ALL SUBC01'JTRACTORS SHALL MAINTAIN FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT OF 1920 AND TO ANY A-700.00 STRUCTURAL Architecture ---- CONTINUOUS INSURAN E V C CO ERAGE STATUTORY P OR OLICLES (WORKER_._ ( R RULES AND REGULATIONS PURSUANT TO THE ACT. PERMIT REVISION SET 12/19/24 _41 -- - DM-100.01 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 Architecture 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 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. THEY MAY NOT BE USED ON ONY OTHER PROJECT EXCEPT BY WRITTEN KEY PLAN SITE INFO OUTHORLZATLON OF THE ARCHITECT. 8. A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE LOCATION: 365 ISLAND VIEW LANE INSTALLED GREENPORT, NY 11944 IN EACH BEDROOM, ON ALL FLOORS AND SHALL BE INTERCONNECTED SITE AREA: 16,487 SF OR .378 ACRES PER CODE. -- TYPE: RESIDENTIAL 9. ALL BATHROOM WITHOUT OPERABLE WINDOWS TO BE MECHANICALLY ZONING DISTRICT: R-40 VENTILATED OS PER NEW YORK STATE CODE. S S.C. Tax Ma #: 1001-057.-02-028 -J F 10. NO WORK IS TO BE STARTED UNTIL A BUILDING PERMIT HAS BEEN 0?� OWNER: SECURED AS REQUIRED BY THE APPLICABLE GOVERNING AGENCY OR DONN AND LINDA COSTANZO AGENCIES. ?� 365 ISLAND VIEW LANE 11. ALL CONDITIONS AND DIMENSIONS ARE TO BE VERIFIED BEFORE ISL.AND VIEW LN GREENPORT NY 11944 START OF ANY WORK AND DISCREPANCIES OR VARIATIONS TO �___--- lindagcostanzo@gmail.com APPROVED PLAN ARE TO BE BROUGHT TO THE ATTENTION OF THE 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 PYRAMID LAW. 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-001.00 365 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 STANDARDS GOVERNING THAT PARTICULAR SITE AREA: 16,487 SF OR .378 ACRES TEST HOLE_ SITE AREA(UPLAND): 11,587 (SEE SURVEY) CODE INFO F TOTAL LOT COVERAGE SF EXISTING: 1,981 SF O 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 ISLANDVIEW LANE FLOOR AREA RATIO: ORDINANCES AND REGULATIONS 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: 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 RED AR CODES INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: 1 FT. \5�E cy� �EA FLOOD ZONES: BUILDING AND STRUCTURAL 2020 CODE ENE N0 TF PROPERTY IS LOCATED IN FLOOD ZONE AE AT BASE FLOOD DEPTH 6.0. BASE SMOKE AND CARBON MONO. 2020 CODE BROWN SILT ML ��'r A 61 '' FLOOR ELEVATION 7.2 (SEE FLOOD ELEVATION CERT ON A-002.00 SAFETY NOTICES 2020 CODE 3.7 FT. ... ; ) PECONIC BAY MECHANICAL 2020 MECHANICAL CODE _ ZONE AE: BASE FLOOD ELEVATIONS DETERMINED PLUMBING 2020 PLUMBING CODE 4 FT. WATER IN BROWN SILT ML ZONE X:AREAS OF 0.2%ANNUAL CHANCE FLOOD;AREAS OF 1%ANNUAL ENERGY CODE 2018 NYS ENERGY CONSERVATION T,qT 04436 CHANCE FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 WATER IN BROWN SILTY SAND SM FOF NE�� FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUIRE MILE;AND AREAS SCOPE 0 F WORK. PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE OF FLOOD. 5 FT. DRAWN BY: Author ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2/a ANNUAL CHANCE OR FLOOD PLAIN. ELEVATIONS ARE REFERENCED TO NAVD 1988 DATUM. DATE: 1211912024 4:28:39 PM 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 COVER SHEET COMMENTS: WATER ENCOUNTERED 3.7' BELOW SURFACE DRAWING SHEET NO: 0 ., lu WDET 1 On 18324" 0 i ARCHITECTS: U.S. DEPARTMENT OF HOMELAND SECURITY CM8 Control No.Ieemoos ELEVATION CERTIFICATE GENERAL NOTES 11. ALL CONDITIONS AND DIMENSIONS ARE TO BE VERIFIED BEFORE Federal Emergency Management Agency Expiration Date:oei30/2o28 START OF ANY WORK AND DISCREPANCIES OR VARIATIONS TO National Flood insurance Program y 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.: `;,l~01!l�a1%.AIRA1. CC-:Cp thAt9Y;,US : ELEVATION CERTIFICATE 3 6 S- .TSLA N b v ,ec w MUNICIPAL, LOCAL ZONING AND BUILDING CODES AND ORDINANCES OWNER BEFORE PROCEEDING. IMPORTANT:MUST FOLLOW THE INSTRUCTIONS " " ';-: ''.� ,.c ".' ON RAGES STEELMANCo a 9.19 � 12. ALL WORK OF THE VARIOUS TRADES INVOLVED WITH THE City: Sov7"No c.D HAVING JURISDICTIONAND BEST STANDARD OF CONSTRUCTION Copy pages of this Elevation Certificate and all attachments for(1}community official, (2)insurance agenticom an ,and 3 building State: iN.`�. ZIP Code: PRACTICE. CONSTRUCTION OF THIS PROJECT IS TO BE PERFORMED BY CAPABLE ;' '' SIC rION A"PRC?PE p O of ding owner. R'F`�''INF®IIt..� IO tom a�i N l . G Numlae . .. .. -•: •*...":t .•".' •;;}•. ,:�:''' '`.+S-OIi,INSt�RANt✓ a .. . ..,,• 2. THE AMERICAN INSTITUTE OF ARCHITECTS CONDITIONS SHALL P ECof1!' U N H L APPLY AND REPUTABLE CONTRACTORS LICENSED IN THE STATE OF NEWYORK Al. Buildf ANZf;US ,,',,,.<:;,,•,:, .j,;.;rECTI'ONC1-*,bl3'L131 d Z:f A't Qld"1Rt8' ng Owner's Name: ,�A(2A 1�1 t�O H r' t31t9a 'rl1t '.¢ t� �l Eo'Ufe` TO OIL WORK PERFORMED ON THIS PROJECT. THE CONTRACTOR HAL - A M c3e�>•a� SoLEG k..; :::.::..... ...:.•..;: :'• ::�:...... . ..,:..:••:. ::..�:':;.: . . . .. . . . . .. ®�?::';�.: �;•.;:� • :: ';..::::. SHALL AND AS REQUIRED BY THE LOCAL GOVERNING AGENCY. A2. Buildin Street ' 'al( I! umber::".::^:< '..•.., •..•: Cl.C1 Building elevations are based 11 b ❑ construction Draw 9 s{including Apt.,Unit,Suite,and/or Bldg.No. or P.O.Route *A new Elevation ings ❑ Building Under Construction* ADDRESS: VERIFY OIL CONDITIONS CT THE SITE.ANY DISCREPANCIES MUST BE 13. ALL WORK OF THE VARIOUS TRADES IS TO BE PERFORMED IN 3 s =-5�,�,,-, ) and sox No.: ;Compah:;NACIVuip-` : ' :,' ton Certificate will be required when construction of shed Construction D V� �w t'.-,o N r` ,• •.Y,. ,,, ,- . . ,.• .��;;,_;,•;�,: the building is complete, 25235 MAIN ROAD BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO ACCORDANCE WITH STATE AND LOCAL CODES,AND ALL OTHER City: S o vrrf0 C2• Elevations-Zones Al,A30,AE,AH,AO,A(with BFE),Ve,V1-V30, V with BFE AR ARIA,AR/AE AR/A1--A30,AR/AH,AR/AO CUTCHOGUE NY 11935 A99. complete Items C2.a-h below according to the Building Diagram specified in item A7.in Puerto Rico only,enter COMMENCEMENT OF CONSTRUCTTON, THE CONTROCTOR SHALL BE APPLICABLE AGENCIES AND STANDARDS GOVERNING THAT PARTICULAR State: �'-j,`f . ZIP Code: I(�j''7 i p g , A3. Property Description(e.g., Lot and Block Numbers or Le Benchmark Utilized: !o P$ CG Zo y�4X Vertical Datum: JN A►V O (q$ y' meters. 631-734-6405 RESPONSIBLE FOR CORRECTIONS NOT REPORTED ONCE HE HAS TRADE, AND AS HEREINAFTER STATED OR IMPLIED. S.c.T. N. 1 nc-no.. 0 5s 7-vo - O 2f OO Description)and/or Tax Parcel Number. 2 F'a,ono 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.): 12�S'�D£tiTiFa ❑NGVD 1929 AVD 1988 ❑Other: CONSULTANTS: 3. WIIL BE OF GOOD QUALLTY, FREE FROM FAULTS END DEFECTS FOR 0 TO THAT REQUIRED BY THE APPLICABLE GOVERNING AGENCIES AND n f 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 OF THE FINAL CERTIFICATE OF A5. Latitude/Longitude: Let 4a-oil-•47 6 nl Lon 72°27- 34.4�W Horizontal Datum: ❑NAD 1927 D 1983 ❑WGg 84 describe the source of the conversion factor in the Section D Comments area. CODES IS TO BE BROUGHT TO THE ATTENTION OF THE OWNER,AND g• If Yes, MARESCA&ASSOCIATES OCCUPOM;Y. CORRECTED IN ORDER TO CONFORM TO THOSE GOVERNING A6. Attach st)east 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(including basement r enclosure floc Check the measurement used: 4. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE REQUIREMENTS. A7. Building Diagram Number B b r)• 3.i� [�-feet ❑ meters 188-04 W. MONTAUK HWY Top of the next higher floor(see Instructions); 7. met HAMPTON BAY, NY 11946 CONSTRUCTION MEAN METHOD, TECHNIQUES, SEQUENCES OR 15. ANY DISCREPANCIES FROM THIS PLAN AND THE ACTUAL CONDITIONS A8. For a building with a crawlspace or ertclasure(s): cj Bottom of the lowest horizontal structural meters PROCEDURES, OR FOR THE: SAFETY ARE TO BE REPORTED IMMEDIATELY TO THE ARCHITECT OR HIS a) Square footage of crawlspace or enclosure(s): / �{,-7 v s ural member(see Instructions): 7.a. [] feet OWNER: q d) Attached garage(top of slab): ❑ meters 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 N/A e L �'"•S L�'teet ❑ meters 5. SHALL NOT BE RESPONSIBLE FOR THE CONTRACTORS FAILURE TO 16. ALL CONSTRUCTION MATERIALS ARE TO BE NEW AND OF A LEVEL OF ❑ ) Lowest elevation of Machinery and Equipment(M&E)servicing the building DON AND LINDA COS TANZO c) Enter number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade: (describe type of M&E and location in Section D Comments area): g 365 ISLANDVIEW LANE CARRY OUT THE WORK IN ACCORDANCE WITH THE CONSTRUCTION QUALITY WHICH WILL INSURE THE QUALITY OF WORK DESIRED BY THE Non-engineered flood openings: Z Engineered flood openings: 4- 7•Z- [g et ❑ meters DOCUMENTS. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE OWNER. 0 Lowest Adjacent Grade(LAG)next to building: ❑ Natural [] Finished 3,p SOUTHOLD NY, 11971 d) Total net open area of non-engineered flood openings in A8.c: /p O s in. i�et ❑ meters ACTS OR OMISSION BY 17. RELOCATED PARTITIONS ARE TO BE DISASSEMBLED AND p 9 =----$--_ q g) Highest Adjacent Grade(HAG)next to building:e) Total rated area of engineered flood openings in A8.c(attach documentation-see Instructions): 4-2c� s ;,, ❑ Natural ❑ Finished _A-+ �t ❑ meters REVISIONS: THE CONTRACTOR NO CHANGES SHALL BE MADE IN THE DOCUMENTS RECONSTRUCTED TO INSURE DURABLE STRONG CONSTRUCTION. DO AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN 0 Sum ofA8.d and A8,e rated area if a q h) Finished LAG at lowest elevation of attached deck or stairs,including NOT RELOCATE PARTITIONS AS A COMPLETE WALL. ( applicable Instructions): /.S'Dv sq•;,Y support: g structural TRUSTEES APPLICATION 9/3/24 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 [3 meters . • urondtN!~EoARI�tT�'. �tTi� ;r.•.;..;...: PERMIT SET 10/1/24 THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN a � " "'•�� •` '•�• '`� �. SECURED DIRECTLY TO THE EXISTING FLOORING. REMOVE ANY FINISH ) Square footage of attached garage: 5 SO s ft. 'This certification is to be signed and sealed b tCiilTtR�'iti'��'•``•' q :: ..'._,. BID SET 10/18 24 � y e land surveyor,engineer,or architect authorised by state law to certify elevation / CONTINUOUS INSURANCE ,COVERAGE STATUTORY POLICLES (WORKER MATERIALS, SUCH AS CARPETING, PRIOR TO ANCHORING PLATE. b) is there elf feast one Permanent flood opening on two different sides of the attached wage? Yes ^ o fase statement ma be on this Cert/ftcate represents my efforts to lntarprst the data oval/abl 9 9 ❑ & ❑N/A Y Punishable by rrne or imprisonment under is u.S. Code, Section 100i, e• fun that any COMPENSATION, ETC. AND GENERAL LIABILITY IN AN AMOUNT NOT LESS PERMIT REVISION SET 12/19/24 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: THAN $ 5 MLLLLON AND AUTOMOBILE LLOBLLLTY AND DAMAGE ALL TOOLS, SURPLUS MATERIALS, EQUIPMENT, SCRAP, DEBRIS,AND Non-engineered flood openings: Engineered flood openings: N.A Were latitude and ton 9Rude to Section A provided by a licensed land surveyor? ❑Yes COVERAGE NOT LESS TH014 $ 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: D Cr heck here If attachments and describe!n the Comments area. sq. In. BENAMED INSURED ON ANY AND ALL POLICIES. Certifiers Name: 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): v sq 8 fey k.• 1'Z£1 S t tr P�•ucense Number. ' Title: Ci �;L Ev �N �631 ZS PROJECT NAME: 6. ALL CONSTRUCTION SHALL MEET NYS ENERGY CONVERSATION APPLICATION ARE NOT THE RESPONSIBILITY OF THE ARCHITECT. ',, :., a f) Sum of A9.d and AB.e rated area(if applicable-see instructions O s f{• �,��1�' CONSTRUCTION CODE.ALL GLAZED AREA TO BE DOUBLE GLAZED AND 20. ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT THE TIME OF - • )' q Company Name: 1^eo �4 t SS f�, ,E, u ALL EXTERLOR DOOR TO HAVE LNSULOTED CORES.THE INSULATION CONSTRUCTION ARE NOT THE RESPONSIBILITY OF THE ARCHITECT. CC''rli DlV E�•;,FLOOD INSU1 AAiCE F'.ATE El P(1711111 INrORM�TIQfd :. ;.:; .;: ; - ----�� '` ,�. PROTECTION AS INDICATED ON THESE PLANS EXCEEDSTHE CODES B1.a. NFIP Community Name: --o4vN dF SavrH Address: 27 C IV 'fie ; s'? 21. CONTRACTOR WILL FULLY COMPLY TO THE PROVISIONS OF THE 5 rp 0C B1.b. NFiP Community identification Number. 360813 City: MINIMUM STANDARDS. FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT OF 1920 AND TO ANY B2. CountyName:: vG/�CJ(,/L-_ tY M OFoa�D State: P.y. ZIP Cade: l t l�,3 7. THESE DRAWINGS AND SPECIFICATION ARE INSTRUMENTS OF RULES AND REGULATIONS PURSUANT TO THE ACT. 86 FIRM 5 B3.State:� B4, Map/Panel No.: 36 t o34-0rs9 135.Suffix: if • ., ':& _'� ` �� Index Date: 137.FIRM Panel Effective/Revised Date: Signature: � G " SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT 22. ALL MATERIALS AS WELL AS METHODS AND PROCESSES USED IN THE -"�--- 912,$-/0 9 IL B8. Flood Zones Date: 8 ZL 23 a ' :'.•; ( ,� 89. Base Flood Elevation(s)(BFE)(Zone AC,use Base Flood Depth): G•d Telephone: G3 t-213 4-713 So WHETHER THE PROJECT FOR WHICH THEY MADE LS EXECUTED OR NOT. PERFORMANCE OF THE WORK SHALL CONFORM TO THE STANDARDS OF -�--- Tele h Ext.: If: THEY MAY NOT BE USED ON ONY OTHER PROJECT EXCEPT BY WRITTEN THE BUILDING. 610. Indicate the sour of the BFE data or Base Flood Depth entered in item B9: Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)Insurance agent/company,and(3)building owner. OUTHORLZATLON OF THE ARCHITECT. 23. CERTIFICATES OF INSURANCE AS REQUIRED UNDER THE DOCUMENT ❑ Fls ' """ ❑Community Determined ❑Other: Comments in g 8. A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE ❑NGVD 1929 ( cluding source of conversion factor in C2;type of equipment and location per C2.e;and description of any attachments): 811, Indicate elevation datum used for BFE In Item B9: D 1988 []Other/Source: " r`1 t�N.•,w,iGA�„ Qon,�.t r,�,o� TITLED INSURANCE REQUIREMENTS FOR TRADES CONDUCTING . �.cao�t Er`Cv• �• 2. INSTALLED OPERATIONS IN BUILDINGS FOR WHICH CUSHMAN &WAKEFIELD INC. 812. Is the building located in a Coastal Barrier Resources System(CBRS)area or Othervvls;Protected Area(OPA)? ❑Yes ` '`� ��`+A''=e.►c. ou•rsio E 0&3 &JA�t ® Ec t.v Cc.4 IN EACH BEDROOM, ON ALL FLOORS AND SHALL BE INTERCONNECTED ACTS AS AGENT" INCLUDED IN THE CONTRACT DOCUMENTS, MUST BE Designation Date: ❑CBRS []OPA � 813. Is the building located seaward of the Limit of Moderate Wave Action(LIMWA)? ea No PER CODE. FURNISHED TO THE ARCHITECT PRIOR TO PROCEEDING WITH ANY WORK 9. ' ALL BATHROOM WITHOUT OPERABLE WINDOWS TO BE MECHANICALLY AND REQUIRED INSURANCE IS TO BE MAINTAINED AT ALL TIMES DURING FEMA Form FF-206rFY-22.152(formerly 086-0-33)(10/22) Page 2 of 19 FEMA Form FF-206-FY-22-152(formerly086-0-33)(10/22) VENTILATED OS PER NEW ti ORK STATE CODE. CONSTRUCTION. Page 3 of 19 10. NO WORK IS TO BE STARTED UNTIL A BUILDING PERMIT HAS BEEN SECURED AS REQUIRED BY THE APPLICABLE GOVERNING AGENCY OR -- AGENCIES. G nerated y�RES�hec�k- e�bSo�ftrva�re �� 9dr. Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other Compliance C e, `i fi Cate 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 ®� Name-Title Si nature Date Project 365 ISLANDVIEW LANE I ED ARC ��5 \NE J EA/v S �TF P RAM i D LAW. Energy Code: 2018 IECC KATHERINE SAMUELS �� Location: Greenport, New York �`Z' .. - G Construction Type: Single-family ,, .. COMPLIES. Protect Type: Addition • ��, Project SubType: None «._ Climate Zone: 4 (5572 HDD)Permit Date: _ EASTMEST SK'YPLANE ELEVATION COMPLIES. Permit Number: sT,9T C4436 F All Electric false OF NEW _ Is Renewable false PROJECT ADDRESS: Has Charger false Has Battery: false 365 ISLANDVIEW LANE \ Has Heat Pump: true SOUTHOLD, NY 11971 G / o �' Construction Site: Owner/Agent: Designer/Contractor: d 365 ISLANDVIEW LANE RED A �❑ GREENPORT,NY 11944 JEA�s �A Compliance: p 23.8%Better Then Code w v Maximum UA.302 Your ILIA:230 Maximum SHGC:0.40 Your SHGC:0.32 The%Better or Worse Than Code Index rellects how close to compliance the house Is based on code trade-off rules. ' It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 11'-10" 16'-8" Slab-on-grade tradeoffs are no longer considered in the UA 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. s'T 04436 qTF OF N�.(O Envelope Assemblies NORTH / SOUTH SKYPLANE ELEVATION COMPLIES. , '� � RAWN BY: Author � / n ,. 30.0� 32.0 0.017 ATE: 1211912024 4:35:34 PM Ceiling:Flat Ceiling or Sci ssor issor Truss 1,3500.026 23 35 �CALE Wall:Wood Frame,16"o.c. 1,882 19.0 22.0 0.025 0.060 39 94 o \ Door:Solid Door(under 50%glazing) 42 0.200 0.320 8 13 RAWING SHEET NAME: O, a Window 1:Wood Frame 168 0.650 0.320 109 54 SHGC:0.40 Window:Wood Frame 109 0.250 0.320 27 35 VOTES o TIT i , c � SHGC:0.20 Floor:All-Wood Joist/Truss 1,500 30.0 32.0 0.016 0.047 24 71 CD RAWING SHEET NO: 103'-11" 48'-1" Project Title:365 ISLANDVIEW LANE Report date: 12/19/24 Project Title:365 ISLANDVIEW LANE Report date: 12/19/ A Delta filename: pige 1 of10 Data filename: Page 2 Po M001 301 I i 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. 2. ALIGN DEVICES VERTICALLY WHEN IN 4'-0 PROXIMITY 3 FOR DEVICES ON WALLS UP TO 2. ALL FIXTURES SHALL BE OF TYPE AND MANUFACTURE APPROVED FOR USE IN NYS S NEW LINE DI CHECK VALVE(QUIET) . 3'-0"WIDE, N. STEELMAN7. ALL CONSTRUCTION WILL COMPLY WITH THE REQUIREMENTS OF NYS BUILDING CODES, CENTER DEVICES SIMILAR TO COLUMN PLACEMENT SHOW 3. ALL HOT AND COLD WATER LINES MUST BE SEPERATED BY AT LEAST THREE INCHES AND FU 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 E EXISTING LINE DC4 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 O 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. INF DISTURBED AS A RESULT OF THE ALTERATION, SUCH BRANCH PLUMBING PIPING SHALL BE i FLOOR HALL SIGNALS � CUTCHOGUE NY 11935 15, ALL WET SPACES SHALL HAVE FABRIC RE OCED WATER MEMBRANE BELOW THE FLOOR SUCH REMOVED AND REPLACED FROM THE FIXTURES TO THE BUILDING RISERS AND STACKS. IN A DESIGNATION oo THERMOSTAT/ COAT 631-734-6405 AS LATICRETE 9235 TURNED UP 4"AT WALLS. SUCH INSTANCES, NEW RISER SHUT OFF VALVES SHALL BE INSTALLED IN LOCATIONS AGRE LE TO THE BUILDING MANAGEMENT. - - - 3"VENT - - - ROOF (ADA/ANSI) TEMPERATURE HOOKS C„ SENSOR 02"1 � CONSULTANTS: 18. TUB/SHOWER WALLS ARE TO BE EITHER EXISTING GYPSUM TILE, WATERPROOF CEMENT PLASTER, � � � �' CARD READER WATERPROOF GYPSUM BOARD, OR NEW CEMENTITIOUS WONDERBOARD OR DU-ROCK. 6. CHECK VALVES MUST BE FURNISHED ON BRANCH PIPING TO ALL FAUCETS, TUB SPOUTS 0F �- ENGINEER: SHOWERHEADS HAVING MIXING VALVES. INDIVIUAL STOP VALVES SHALL BE INSTALLED FOR CH BUTTON SWITCH w 19. ALL GAS PIPING WORK SHALL MEET THE REQUIREMENTS OF NYS BUILDING CODE. Q $ _ __ Q m _ z MARESCA &ASSOCIATES FIXTURE. 20. THE EXISTING AND NEW GAS SHUT-OFFS SHALL BE ACCESSIBLE. o � o C 188-04 W. MONTAUKHWY 8. ALL PLUMBING REPLACEMENTS AND OR INSTALLATIONS SHALL BE INSPECTED BY THE BUIL ING `� u- � a "' ED ED HAMPTON BAY, NY 11946 21. PLUMBING WORK SHALL BE FILED INDICATING A GAS PIPING EXTENSION, DEPARTMENT. i 0 �- �� -- "' ¢ °° 23. CON-ED SHALL BE NOTIFIED OF THE WORK. 9. PROVIDE NEW SHUT OFF VALVES AFTER ANY FULL 3-ELBOW SWING. - - - -r - - - - - LOFT o o z zo OWNER: 24. IT IS A SPECIFIC REQUIREMENT THAT THE COMPLETED GAS PINING SHALL BE TESTED BY CONTRACTOR AND INSPECTED AND SIGNED OFF BY THE DOB. SELF-CERTIFICATION BY PLUMBING 10. PLUMBER MUST CHECK AND MAINTAIN EXISTING WASTE AND VENT L P BATH BA TH 102 KITCHENLAUNDRY INES TO BE FREE OF A Y , I�-___ °D ELEVATOR DOOR SWING DOOR OUTLETS SHOWER CONTROLS DON AND LINDA COS TANZO - , - OBSTRUCTION, _ `; -_-_____ AND ACCESSORIES 365 ISLANDVIEW LANE SHALL NOT BE ALLOWED. 11. VERIFY THAT DRAIN LINES AS SHOWN CAN BE SIZED AND INSTALLED AS PER CODE. ALERT �'''� i i i �- SOUTHOLD NY, 11971 25. PRESSURE TEST SHALL BE AT 3 PSI AFTER A NEW VALVE AND TEE IMMEDIATELY ADJACENT TO THE , , 1 -� ARCHITECT TO MODIFY PLANS IF OTHERWISE. i WM r MIRROR GAS SHUT-OFF. SHUT-OFF VALVE SHALL BE TESTED WITH SOAP FILM. LAV TL i LAV i TL ; LAV i 'L�_ _J� 40f� I 48" MIN. REVISIONS: 26. PRIOR TO COMMENCING ANY WORK THE LICENSED PLUMBER SHALL PRESSURE TEST THE GAS 12. ALL HOT AND COLD WATER PIPING AT FIXTURE TO BE TERMINATED W/AIR CHAMBERS RISIN , , , , , 24" MIN. MAX. 42" MI 1 z i _ _ _ _ _ _ TRUSTEES APPLICATION 9/3/24 ABOVE THE FIXTURE. , i 17" MI . , ' ' ' �--- ' '- 12"�12" z SOAP SUPPLY BACK T THE POINT REQUIRED. TSHW , SHW � „ 13. FIXTURE PIPING BETWEEN SHUT-OFF VALVE AND FAUCET OR APPLIANCE TO BE COPPER TU ING _ �'�� _ ______ 1ST FLOOR 8 MII�. 8" MIN. _ PERMIT SET 10/1/24 27. IF THERE IS NO EXISTING GAS SHUT OFF VALVE IN THE APARTMENT, NO GAS PIPING CHANGE WILL WITH FLARED ENDS AND BRASS BUSHINGS. - �'-i ' r 18 v °o o BID SET 10/18/24 BE ALLOWED. 14. NO REINFORCED RUBBER HOSE WILL BE ALLOWED IN PIPING TO APPLIANCES. _ _ _ _ ��g = 11 , - EFLECTED CEILING PLAN LEGEND 15. ALL PLUMBING WORK WILL BE PERFORMED WITHIN THE UNIT SPACE AND NO WORK IS TO T KE 60" MIN U CLEAR PERMIT REVISION SET 12/19/24 3 WASTE o FLOOR SCALE: 1"=1 0° PLACE BELOW THE SLAB. DRAINLINE PLAN , M Co d N PLAN SPACE 16. NO RISERS CAN BE RELOCATED OR REMOVED. TO SEPTIC TANK ACCESSIBLE GRAB BAR WITH TOILET 9 I ACCESSIBLE 1f4I PROJECT NAME: 18. SPEEDY CONNECTIONS ARE NOT PERMITTED. WATER CLOSET REINFORCING STRIP PAPER � LAVATORY 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 Fj (NON TYPICAL HEIGHT) 22. IF NECESSARY; NEW SHOWER CURBS MUST BE BUILT OF MASONRY ANCHORED TO THE S -- / O DOWNLIGHT - - - - - � MN " (SURFACE MOUNT) 220 LEAD PANS MUST BE PAINTED W/BITUMINOUS WATER PROOFING MATERIAL AFTER INSTAL TION. 4" MIN. 4"�IIN, qp 22 VOLT OUTLET THE SHOWER PAN MUST BE TESTED BY 24-HR STANDING WATER TEST. THE SHOWER WASTE ' !24" MIN. DOWNLIGHT ON SENSOR CONNECTION SHALL BE SOLDERED AND WIPED. BOLTED AND HUB CONNECTIONS ARE NOT 24" MIN. ' Mk. 4" MAX 12" MIN. OS (SURFACE MOUNT) WET ZONE GROUND-FAULT CIRCUIT _ _ _ W INTERRUPTER RECEPTACLE PERMITTED. ICO RECESSED LIGHT FIXTURE 23. CHECK VALVES AND BACKFLOW PREVENTERS MUST BE INSTALLED ON EVERY SINGLE LEVE /, 48" MIN. "MIN_ ' 30' MIN.. "MIN_ QUAD RECEPTACLE FAUCET, WASHING MACHINE, DISH WASHER, AND SINGLE LEVEL SHOWER BODY. ALL BATHR M - - - - (H=NON TYPICAL HEIGHT) UNILITY SINKS AND TUBS SHALL HAVE OVERFLOW DRAINS BUILT IN. SMOKE DETECTOR $ SWITCH(VIF) ACCESSIBLE TUB FOR GRAB BAR WITH o CEILING FAN ADAPTIVE BATHROOM REINFORCING STRIP $D SWITCH ON DIMMER(VIF) CHANDELIER TUB/ SHOWER NOTES ZO 36" 40" rL_$ THREE-WAY SWITCH ZO _ L1 _ _ _ _ HORIZONTAL COVE LIGHT T 1. NEW SHOWERS INCLUDING TUB/SHOWER MUST BE NEW CEMENTITIOUS WONDERBOARD R 4 " MIN. 12" M 36" MIN. 18" 11 (SPECIFY VIA SHOP DRAWINGS) SCONCE ,' ii 12„� MIN. IN DU-ROCK; ALL TYPES ARE TO BE LINED WITH A LAYER OF LATICRETE 9235 WATERPROOFING L2 H (H=NON TYPICAL HEIGHT) MEMBRNE WITH ALL SEAMS LAPPED 4". (SPECIFY VIASHOP DRAWINGS) *H THERMOSTAT 2. ALL CURBS AND BENCHES ARE TO BE BUILT OF CONCRETE BLOCK WITH BLOCK CELLS FIL D r j " JT/�� (H=NON TYPICAL HEIGHT) WITH MORTA R. 56" MIN 18 `� " 1 � . a� , 0 v SH r ROLLER SHADE SPEAKER 3. SHOWER BASES ARE TO BE FITTED TO A NEW LEAD PAN, COATED WITH POLYMER MATERIAL ON (H=NON TYPICAL HEIGHT) ALL SIDES. PLAN `- SOFFIT LOCATION 4. LEAD PAN MUST WRAP UP AND OVER THE CURB. TOILET PARTITION GRAB BAR WITH J ACCESSIBLE&AMBULATORY URINAL %j moo (CONFIRM DURING CONSTRUCTION) EXT EXHAUST H 5. LATICRETE MEMBRANE IS TO CONTINUE ACROSS ANY BENCH SEAT, RECESS, OR PROJECTIO AND REINFORCING STRIP WATER CLOSET C� #DROP CEILING DROP HEIGHT DOWN TO LAP THE LEAD PAN. �j FT JUNCTION BOX WALL MOUNTED 6. SHOWER DRAINS ARE TO HAVE A SMALL AMOUNT OF WASHED GRAVEL PACKED AROUND T E CLOCK � SPEAKER/STROBE � AED DATA/ETHERNET OUTLET DRAIN COLLAR WITH SLOTS IN THE ADJUSTABLE FITTING AS TO PREVENT TRAPPED WATER. -- -- SPEAKAUDIO/ R/STRISUAL STROBE (H=NON TYPICAL HEIGHT) HOSE CABINET - -- ALARM&STROBE --�-- DUPLEX RECEPTACLE HORN/SIREN (H=NON TYPICAL HEIGHT) LL' I FIRE EXTINGUISHER J Q - -- oCABINET --- z PROJECT ADDRESS: CONSTRUCTION PLAN LEGEND - _ z SCALE; 1"=1 0° `� I o w 365 ISLANDVIEW LANE WARDEN STATION Eo AED o o - SOUTHOLD, NY 11971 o CABINETCIO z crn o FIRE ALARM PULL STA ION f CD NOT IN SCOPE ~ DRINKING FOUNTAINS WALL MOUNTED (STANDARD&ADA/ANSI) ��J�EgNctiiT EXISTING STRUCTURE/ FLUSH CONTROL Gc PARTITION WALL �" �� A TOILET PAPER AND SEAT COVER DISPENSER NEW PARTITION WALL - OUTLET OUTLET * ,`,' ., 0- w , 0 C UNTER Q Q COUNTER DESK T�T 04436 WINDOW - c� H� ❑ Cl) M oM `� FOF NE��I M TOILET 7" PAPER TOWEL SANITARY NAPKIN OUTLET DRAWN BY: Author DOOR DISPENSER&WASTE DISPENSER&WASTE DATE: 12/19/2024 4:24:32 PM (SEE SCHEDULE ON SHEET X-XXX) RECEPTACLE DISPOSAL SCALE: As indicated DRAWING SHEET NAME: OVERHEAD AND BASE MILLWORK (ALL MILLWORK TO BE CONFIRMED VIA SHOP DRAWINGS) GENERAL NOTES 1 I WALL TYPE TAG (SEE WALL DETAIL SHEET A-800.00) DRAWING SHEET NO: ROOM _ 10 ROOM TAG � AmO01 I I ARCHITECTS: SAMUELS+ STEEL MA DRAINAGE CALCULATIONS ADDRESS: AREA CIF RESIDENCE (DW-A) AREA OF RESIDENCE (DW-B) AREA OF RESIDENCE (DW-C) AREA OF RESIDENCE (DW-D) 25235 MAIN ROADCUTCHOGUE 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'DIAMETERx 4' HIGH POOL USE:(1) V DIAMETER x THIGH POOL USE: (1) 6' DIAMETER x 4' HIGH POOL USE: (1) 8' DIAMETER x THIGH POOL (1)i6'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 T STORM DRAIN RING = 126 CU. FT. ENGINEER: PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED MARESCA&ASSOCIATES 139 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 J OWNER: i pm DON AND LINDA COSTANZO I m 3651SLANDVIEW LANE 1 O SOUTHOLD NY, 11971 z N/0/F0 �v REVISIONS: N O4 1 O O BLA CKROCK HOLDINGS II, L r3 n rr E � � � n LC m o TRUSTEES APPLICATION 9/3/24 V O z n �A m PERMIT SET 10/1/24 o z 0 I -Z-1 BID SET f 0 c, 10/18/24 (A 1- x ir PERMIT REVISION SET 12/19/24 I� 1 - co N I w 42.52' X I X '1'1 I I� 223 r ' PROPANE ON CMU AND SLAB (�" '43 v z PROJECT NAME. \ I m 0 D ,> NEW AC CONDENSER ON EXTERIOR 107.53' m - WALL z (I; i'X4' -I 8 �W-A 'X3' 1 _ [v r F" + _ -.�.8 I ` w w m = RE R YqR \ .�, — -- XISZNG y : :35r_ rr I I iv GRAVEL WALK— — I m m b r = 4 co r ] .ram y ZmZ `� I o O r D p p .1' I C7 \ z -+ '+O I x 66 16 I - `� m m ZOO . v0 I Z �! EXISTING 0 o D -, � p o EX TING ��e - - ! c� o IS D 7 vE�aR vJ _ _ � m o Q �3 v 1 STORY FRAME 50 '��'. Gam' _ _ " - rj O l� 0 o z� o & GARAGE ;8'0� z 7 o x HOUSE I• w � - � Z y -! yUN OVER WIRES-�" �� m ! y TILL.p _ - -� -cam srFp INit ; NE,V1� 2-FLOOR ` - w` LNG m c ADDITION I - - 0 48 rr COD - oN I rn m O m `' .V co x < O -o \ F XISTI z O O19:3' & STEPPING ! w co \ I I o \ o . O - \ \ _ _ r` rr' \ E`6,OCATE ALK FRONT YARDS i O m 10 �-0 ';jLT / STONE W ETBACK 35 -prr ° X; '— N ELECTRICER I �- w _` N EMOVED ENTy I ° C31 I 104#-OFF - STAIRS \ I C31 I — / ! EXISTING X m 00 B'X3' w CESSPOOL X 111\\\\ /�J1V��LD I I io SIZED FOR 3 BEDROOM w I' = FUTURE OUTDOOR EW WOOD D � ! PROJECT ADDRESS: _ �'x4' O - �FiO�'t1Ef�- — _ ENTRY I �, O O ° o�,,.0 �. — _ I .n � z 365 ISLANDVIEW LANE ' ELOCATE X �A?R O m S n w c ! SOUTHOLD, NY 11971 04° 19 r 30 W 1 co I ti X STAIRS INTACT � EMOVED N X `'-- W1TI+NEW-STRUCTURE X ELECTRIC Q p c� IrnIN 1w METER }.. + N O�O I`"'W O ton m X ��RED ARC H X VrC] � w o ' ! 5 ENE,1 EAN s 43HS X w w X I'v, o I � �� z r 3VYVH:l �, TRUSTEES BOUNDAR ° w 100l_0rr r .� 2- 216.23 , w - � I �T�TFOF N NOTE: E n Jv NTIRE SITE � WITHIN TW, DEC JURISDICTION300'-ol CD �, TIDAL WET x° DRAWN BY: Author LAND BOUNDARY to cl I DATE: 1211912024 4:25:19 PM N/0/F DEC JURISDICTION SCALE: 1:100 WILLIAM KAINZBAUER I I DRAWING SHEET NAME: & THERESA KAINZBA UER I I SITE PLAN I I ! I I I DRAWING SHEET N0: I PROPOSED SITE PLAN � SCALE. 1:100 SOA=" MAU I I i ARCHITECTS: EXISTING CONDITIONS INFORMATION CONTAINED IN THE CONTRACT DOCUMENTS REGARDING EXISTING FACILITIES AND C��M CONDITIONS IS TAKEN FROM DRAWINGS. 0 HER FORMS OF DOCUMENTATION , VERBAL AN WRITTEN v U E L CO 0 R D TT S REPRESENTATIONS FURNISHED BY THE OWNER, AND OBSERVATIONS IN THE FIELD WITHOUT EXTENSIVE STEELMANEXPLORATION OR DIMENSIONAL VERIFICATION. CONTRACTOR IS REQUIRED TO CHECK AND VERIFY ALL INFORMATION 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 WILL C 1 D B A MATERIALLY AFFECT THE PROJECT. - 50: ADDRESS: 25235 MAIN ROAD DEMOLITION NOTES DEMOLITION LEGEND 25235CUTC MAIN ROAD E NY 11935 2. ALL EXPOSED WIRES TO BE REMOVED BY I 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, ENGINEER:MARESCA&ASSOCIATES I I 4. ANY UNDETERMINED PORTIONS OF THE NEW 188-04 W. MONTAUK HWY DEMOLITION TO BE SUBMITTED TO THE ' CLIENT AND ARCHITECT VIA RFI PRIOR TO CONSTRUCTION EXISTING WOOD SHINGLES AND HAMPTON BAY NY 11946 INITIAL FEE PROPOSAL, THE CONTRACTOR _ _ SHEATHING TO REMAIN I I i i i i i I OWNER: ACCEPTS THAT THERE WILL BE NO — _ ] DEMO WALL THROUGHOUT. ONLY SELECT SUPPLEMENTAL DEMOLTION FEES AFTER LOCATIONS AT NEW WINDOWS ' DON AND UNDA COSTANZO THE INITIAL CONTRACT IS SIGNED UNLESS NEW SIDING TO BE PATCHED IN. — — — — — — — — — — , 365 ISLANDVIEW LANE THE SCOPE HAS BEEN MODIFIED BY THE — — — — — — — — — — — — 1 SOUTHC)LD NY, 11971 CLIENT, EXISTING WALL I I d I I I III REVISIONS: REMOVE CABINTRY, I I I FIXTURES, FINISHES I I I I I I TRUSTEES APPLICATION 9/3/24 KEEP EXISTING WALL AND PERMIT SET 10/1/24 REMOVE EXISTING III AND PANELING IN PLACE SHEETROCK I ( BID SET 10/18/24 2 AND EXPOSE CAVITY PERMIT REVISION SET 12/19/24 -352.0 I —1 I I I I I l i BEDROOM 3 it I KITCHEN I I I I I PROJECT NAME: SELECT WINDOWS TO REMAIN REMOVE HW HEATER i I i /� POST STRUCTURE TO AND ELEC PANEL I I In i l REMAIN I � �O O� � II 11 i II III 11 II / II II o o Ij II II / II II 1 RELOCATED EXISTING o I I \ a I ELECTRICAL METER r / OUTLINE OF ROOF TO BE -351.0 -cov I Ih = REMOVED ABOVE — REMOVE EXISTING FLOORING o '/ / '="� �" •;�% ''' '�%/� �i•'/' %. j / III — EXISTING LOFT I ,, / i, /�.", j / /� / �j/ ,• / % a ABOVE TO BE REPLACED , •/. - �' ,•/`�° - /fir'// !/ '' -/,�,=`�i." � - �,� .� REMOVE EXISTING a // CONCRETE . _ F :� yz' �. STOOP IIc II I I T C\j ./ r----------------------------------------=--00 co — — — e.... BATH // ! /i �• e 0') 162 0 i /•.. %. .� /, / � �' �r — - - - - - -_ — , a DINING RM 10 A .. , ___________________ i' ,� , . ; - _ ----�= PROJECT ADDRESS. _ N cv ! � _ ./ /. - •//i%��-�� - _ �"/,. �, — — — — — — — — — — —1 �- — — — — � r -- I -- -------------------------------------------- 3651SLANDVIEW .� j' - '• ./ y - �:'•;' '.�j!�� " -•,�,� LANE SOUTHOLD, NY 11971 HALL POST STRUCTURE TO REMAIN I I � BEDROOM 2 EDg LIVING RM-- - - - - - - - - - Rcy/ f - - - - - - I �. REMOVE CEILING I I s REMOVE EXISTING o T'�T 4436 �0 TILES I I �-- I SHEETROCK AND EXPOSE CAVITY OF NEON ,• '/i " .-� / / PRIMARY / DRAWN BY: Author BEDROOM I I KEEP EXISTING WALL AND ' % .:• -'•- " � ,� ,,/ / /��/ ,, /,, , ,; , ��,, . .•; /�� •. / . I I I I AND PANELING IN PLACE DATE: 12/19/2024 4:25:10 PM �• ,t SCALE: As o 'i • % ./• . /�/��,;��"/�,�,-,,,, ,, :/.;- ��//.-% • �. - / I I ( I ( I indicated • C\, � � .. . , . � /. , , . �, . . � / .: ,� .,� �. � = .- � is — — — — DRAWING SHEET NAME: DEMOLITION PLAN REMOVE PORTIONS FOR NEW WINDOWS 21' - 11" 15' - 31/2" 2' - 41/2" 3' - 10" I 8' - 4" I 13' - 8" I DRAWING SHEET NO: — 65' - 11 1/2" Level 01 Demo Plan M 0SCALE; 3/8"=l'-0" ■ ARCHITECTS: -------- CONSTRUCTION LEGEND ij _.. •- - -- - '•'-'`' '-;� -_ t-._.......-=..... 'iIIIIIIii;I'''II'Ii .�..M.-....... ----_ --- ----1--/6M2--�- --� _-- E 1X / T2F "— J- — -_- IiIiIIi�IIiiIIIIIII I I�IIIIIIIII ' ;II � - - — i iILI II. .. OWNER: 5 �9 O pU 4F -_4-EN mo3 -AoE 6 —E_W - —9 S+ O /QL B A NOT IN SCOPE STEELMAN 18' - 81/211 -35Q.:4 ..._................. .................................................. ....._... -- ._.._..._.._... NEW CONSTRUCTION ADDRESS: 25235 MAIN ROAD CUTCHOGUE NY 11935 DEMO 631-734-6405 WALL CONSULTANTS: EXISTING ENGINEER: WALL COMPANY STREET ----------------------------------------------- -------------- __i NEW YORK, NY 00000 ............ DON ANDLINDACOSTANZG�� —O 365 ISLANDVIEW LANE SOUTHOLD NY, 11971 ............. EXISTING 8" CMU BLOCK REVISIONS: __._.._....._._.__FOUNDATION ON 8"X 16" rU 9 ._/3 P.C. FOOT-WG-CONTINI-101-IS /-2-42 TRUSTEES APPLICATION 10' - 7" NEW 6X6 POST NEW 6X6 POST .._ ---......................---.......... ..........._.............. - --........_..........._....._._-........ __._......................... ..........._..... t.....- ... ON 3X3X16"POURED CONC, ON 3X3X16 POURED CONC 5' 8" 4' - 1111 FOOTING. POST ABOVE FOOTING.POST ABOVE .—...........-----................_ _....._..NEW 12" SON TU-B (CONFIRM NOT EXISTING)Uj EXTFJ 2X10 @ 16DOWN TBELON GROUNDNEW DOOR. REMOVE CONCRETE STEM WALL (TYP) TO 6X6 POST PROJECT NAME: AT LOCATION 2 2X8 PT m . 3 3, tl NEW2-9 0LVL W 35qqq - CL - PTDI 18 - 5 EXISTING CRAWL SPACE EXTFJ 2X10@16 001 NEW TECOS CONNECTIONS NEW 6X6 POST AT BOXBEAM 6"P NC FOOTING POST EXISTING 2X10" LEDGER SPIKED TO BOX BEAM. TECO FLOOR JOIST CONNECTORS 3 b 3 .........._..........--- 100 NEW 2 -91/2 LVL - 40 NEWBEAM �— - -- 11' - 11 1l2" 6' S ..............__...............-.._...... ._ _._....................---._.._...----........_._......................._ .................................... . 0 PROJECT ADDRESS: ON 3X3X16"POURED CONC 365 ISLAND VIEW LANE FOOTING. POST ABOVE SOUTHOLD, NY 11971 (CONFIRM NOT EXISTING) EXT 2"X 10"FJ @ 16"O.C. EXT2"X10"FJ@ 16"O.C. ED A oPROVIDE NEW SPRAY FCA R-19 INSULATION PROVIDE NEW SPRAY FOAM R-19 INSULATION o Uj NC pW I DRAWN BY: Author .- -05I DATE: 9/3012024 4:10:58 PM --------------------------------------------------------------------------------------------------------- ------------------------------------------------- - IIiI ---------------I: -----------------------I I !' l— SCAL As indicated d------------------------------------------------ - --- DRAWING SHEET NAM E: FOUNDATION PLAN FOUNDATION DRAWING SHEET NO: SCALE: 3/8"=V-0" ■ 00 Rik U0 1n ! 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 4. ALL EXISTING SURFACES TO BE PATCHED AND SKIMMED AS NECESSARY AND PAINTED WITH LOW VOC PAINTS. C D B 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 1/211 13 - 7 1/2" AND UNDER THE TUB IN THE BATHROOM, 32' - 11" 8. A LICENSED PLUMBER TO PERFORM ALL PLUMBLING WORK TO CODE. iADDRESS: 9. ONLY LOW VOC PAINTS AND FLOOR FINISHES SHALL BE USED. 3' - 2" 3' - 0 1/2" 5' - 9 1/2" 1' - " 1 25235 MAIN ROAD CONSTRUCTION LEGEND EXISTING WOOD -350.0 CUTCHOGUE NY 11935 _ SHINGLES AND SHEATHING TO I I I I I I I 631-734-6405 REMAIN THROUGHOUT. ONLY i i i CONSULTANTS: NOT IN SCOPE SELECT LOCATIONS AT NEW 1 r�� 1 �� Sim 9 - 111/2 8 - 8 1 WINDOWS NEW SIDING TO BE -400.0 ENGINEER: PATCHED IN, 1 1' - 4" 7' - 011 I I I MARESCA &ASSOCIATES 11 NEW WI . W9 NEW IN. W9 EXT DR. EXT WIN. 1 4 W. MONTAUKHWY .,, NEW -— �- A PTON BAY, NY 11946 / ------- --• - - - - - - - OWNER: CONSTRUCTION T 1.2X8"HD 2.2X8"HD _ DEMO WALL rill" DON AND LINDA COSTANZO 352.0 EXPOSE CAVITY OF I 0 0 �I I EXISTING WALL 3651SLANDVIEW LANE WALL FOR NEW R-19 - -I _ N+__-_-__ AND PANELING o, SOUTHOLD NY, 11971 1 ( BATT INSULATION I 1 �',I 3.2X8 HD)od I TO REMAIN EXT WIN. EXISTING WALL I I it "' REVISIONS: 2 NEW WIN, I= 1 it - -001, - TRUSTEES APPLICATION 9/3/24 -352.0 `? BED 2 2X8 @ 16"CJ N -J PERMIT SET 10/1/24 W4 1 N o = 1 BID SET 10/18/24 i i� I o x i DINING �- PERMIT REVISION SET 12/19/24 �' 5' - 1011 3' - 91/2" —j� - ZNEW T 1 � 1 M ' �I _ - NEW KITCHEN 1 � 105 EXT WIN, NEW 4" MAHONGANY � I DECKING PER SPEC I - I �I + CORK CABINTRY AND - � 2 - 1 1/2 1 8 I FLOORING T PROJECT NAME: 5' - Oil 1 jI I I APPLAINCES '� i �I - KITCHEN _ _ i Ln RELOCATED 1 I _ 11 � ELECTRICAL METER CL -� 104 D1 2' ;8 1/ " 3' - 7 1/2" 12' - 2 1/2"IL 1� ! NEW PAINT ON 2 2X8 HD ! ' L - - I r EXISTING WOOD = I I I I I , NEW 4 . 2.2X8 HD 1.2X8 HD EXISTING BEAM 2-2 X 8 SHINGLES AND ENTRY Mivac.c.+Li.ss:r fiYl T SHEATHING 1 ED3 c>7 DECK I - - _ I1 r NEW POST NEW 2X6 EXISTING POST _ -351.0 NEW DR. I• BEARING WALLS . I NEWFJ2X10@ 1 31 611 3' OI g EXT WIN, N / ' a NEW STAIR UP TO cv o �.. - - - � j .;,�;//:// - � = 1 ENTRYIHALL 1 (= T. N / �, - j 2.2X8 HD� +n co c� LOFT. SEE STAIR T 100 I I I I I I i A-500.00 I T I 5 - 2 4 10 1 2 NEW BENCH 5 _ 4 0 ' ' ' LIVING RMIDEN I I I I I w ' U I I I I W f VJ NEW FIXT RES - - :/ M N �. 11 AND FIN -S— _ I o — — 6' — — ---- - _ _ _EXISTING RIDGE - _ _ — T- — - - FN _CO T_ f vzlI c s160 o .- --- I o EXT WIN, agam j / I BATH I OFFICE NOOK i I w � NEW DR �. . ED4 ;% 1 102 2 101 j 1 I W W NEW OAK FLOORING N °p I - �, -402,0 I °; THROUGHOUT / - i _N W WIN1 7 T ---------- ------ - 0 � T T 101 - 7 T NEW POS NEW 2X6 BEARING WALLS EQ EQ ;r - - - -- w I EXISTING POST ' EXT WIN, �, , ,�j �, NEW WI o - ' - _ — 2.2X8HD EXISTING BEAM 2-2"X8" o �' / _ / VUg 3.9112"LVL HD -ASH/ -LN CL DI RYER 9' - 911 T C 1 400.0 I I _ NEW CABINERTY PROJECT ADDRESS: ' T IN WIC (NIC) HALF WALL EXPOSE CAVITY OF I I 365 ISLANDVIEW LANE I I WIC �, -CONFIRM = WALL FOR NEW R-19 I _ 2X8 @ 16 CJ LL LA _ - T � � 1 UNDR`� � D3 108 In WITH ARCHITECT T SOUTHOLD, NY 11971 BATTINSULATION PRIMARY BEDROOM D3 I --- _—.—_ ' � 111 � -N 107 �" I � EXT WIN, cn o 2,2X8 HD 1 r LL' !RED AR rn NEW DR '!;' ;/ / / / - - - - - - 2' - 8" - G�5 E BEAN ti�� EXISTING RIDGE P. BATH D3 �, �� s,� F�, 12X8 16"CJ / T_ i I 2X8 16"CJ 1 '�: I -@ -� I I = EXISTING WALL AND i= - _ '' I ' `� PANELING TO REMAIN �, �/ % =/ ' '%. EXPOSE CAVITY OF `� _ _ _ I - - - - I cn EXT WIN. ST 04436 I o ROOF FOR NEW R-30 _ I F NEB NEW BENCH •- o / GATT INSULATION I - ' 1 I I NN aU _ l 2.2X8"HD 2.2X8"HD 2.1X8"H I 1.1X8"HD �- - DRAWN BY: Author /yx, 5 DATE: 12/19/2024 4:24:39 PM EW WIN. SCALE: As indicated W1 NEW WIN. NEW WIN. W1 21.8'1/ II' - - - --• — ----•---- -- EXT WIN. W1 T W1 7\1V NEW PAINT ON DRAWING SHEET NAME: 2' - 211 6' - 411 21 - 81/21'1141 4' 5121' 4' - 41/2" 1' - 101' 61 - 10" EXISTING WOOD 21' - 41/2" 111 - 21/211 9' - 21/2" I 9' - 01/2" 1 131 - 811 I SHINGLES CONSTRUCTION PLAN 65' - 11 1/2" JNEW PLUMBING, 1 1 DRAWING SHEET NO: FIXTURES -402.0 -401,0 AND FINISHES Level 01 Floor Plan SCALE: 3/8"=V-0" ■ ARCHITECTS: 1. VERIFY WINDOW SIZES PRIOR TO ORDER WITH ARCHITECT 2. ELECTRICAL PANEL TO BE RELOCATED UES3. SEE SITE PLAN FOR NEW AC CONDENSER AND PROPANE LOCATIONS 1 SAM L. -� 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 BATHROOMS. THE WATERPROOFING SHOULD EXTEND UNDER THE CABINETS AND UNDER THE TUB IN THE BATHROOM, 12 - 2 11211 6 - 5 1/2" 13 - 7 1/2" 8. A LICENSED PLUMBER TO PERFORM ALL PLUMBLING WORK TO CODE. 9. ONLY LOW VOC PAINTS AND FLOOR FINISHES SHALL BE USED. I 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 188-04 W. MONTAUK HWY NEW - HAMPTON BAY, NY 11946 CONSTRUCTION _ 1 OWNER: DEMO WALL .- . .."__. _- . __ . _ _.. - 3651SLANDVIEW LANE DON AND LINDA COS NZ - - - -- - UTHOLNY D , 11971 -- EXISTING WALL _ REVISIONS: I - - - - _" _ __.__ ___ _. _._._ TRUSTEES APPLICATION 9/3/24 EXISTING ROOF RAFTERS, SHEATHIN -352.0 T, AND ASP ALT SHINGLES TO PERMITET 10/1/24 REMAIN } I - I r\ BID ET 10/18/24 NEW 2X6 EXTERIOR PERMIT REVISION SET 12/19/24 FRAMED WALLS WITH NEW SIDING, SHEATHING AND R-19 BATT INSULATION3° - _ 9' - 4 1/2" 7' 0 1/2" - PROJECT NAME: __.... 2... 4 _._._ 3.2X6 POST _ I 5' - 1011 3' - 911 W3 3' - 7 _ 1 TO RIDGE --------------- - — — — — — T 2.5112"LVL W11-318"X 5"STEEL PLATE I O -351.0 co - NEW RAILING "..- _ . _ . CL I s TO CODE - _ , , - -- NEW PICTURE WI _ � z WINDOWS N _ - -- .. 5 NEW POST I -- - - - - - - Ln LOFT - N r -- - - - I 314"X9" ti S 2.2X 1- 0 N 201 Z W5 TEFL PLATE r I I i i i co 3' - 0" PROVIDE FULL PENETRATION N ., N W4 = NEW WOOD FLR WELDATRIDGE ' M 3-111"LVL RI r - 21 - 4" �' EXISTINDRAFTERS G - AND -SHINGLES k i - ---------- - �..■.■. _._. . .. -_... _.._ . _ ... __ ..... ASP _ --- _:::w 2' - 811 -------- _ N REMAIN _Cx - ,- _. -- -----LL1 qE MH z D5 I z ` W6 I _ y _ H - - - co 31 - 011 - 2 5112"LVL W11 318"X5"STE E t: � � � NEW WIRE AND WOOD - PAT RAILING TO CODE - _.- _.._.2 4 _::__.....m . _ - -- _.. 2 :: PROJECT ADDRESS: - - - _. .- _ - - - --- - -- -- --- ----.--._._.. - - - - -- 31 - 911 - - - .. ._3I. 911 -- - - `7 PATCH IN NEW ASPHALT SHINGLES AND I I WATERPROOFING WHERE REQUIRED I SOUTH 11971 FOR NEW ADDITION _ ___-_ _ _ OLD, NY - I - N ��FtED ARcy - �y I EAI S /�0 'LiGOA EXISTING ROOF RAFTERS, SHEATHING * �' } AND ASPHALT SHINGLES TO I I l REMAINiLWi 0443 I I I �rFOF NE��O� DRAWN BY: Author DATE: 12/19/2024 4.24.43 PM s indicated DRAWING SHEET NAME: I I I LOFT PLAN LOFT PLAN SCALE: 318"=V-0" DRAWING SHEET NO: Am200mOl i ARCHITECTS: SAMUELS+ c o B STEELMAN A 12' -2 1/2" 6' - 5 1/2" 13 - 7 1/2'' I I I I ADDRESS: ALTERNATE: NEW HALF ROUND GUTTERS 25235 MAIN ROAD CONFIRM EXISTING GUTTERS FUNCTIONAL CUTCHOGUE NY 11935 631-734-6405 I I I EXISTING ROOF CONSULTANTS: ENGINEER: MARESCA&ASSOCIATES 188-04 W. MONTAUK HWY ! HAMPTON BAY, NY 11946 — --—-- — — — — — -�--- — — — — — — — — 1 OWNER: I I I DON AND LINDA COS TANZO I 365 ISLANDVIEW LANE SOUTHOLD NY, 11971 I I nt Hood ! I 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 r- PERMIT REVISION SET 12/19/24 T EXISTING SLOPE PROJECT NAME: I ! I I i --------_---- -------= -----------_---------- ------_----------------- WALLS BELOW _ — 2 � T I ' � I I SLOPE 4112 ' - 0' i 3 - ,1 EXISTING ROOF RAFTERS, SHEATHING - SLOPE 4/12 AND ASPHALT SHINGLES TO �.a. REMAIN I -- — I ! o I I � PROJECT ADDRESS: PATCH IN NEW ASPHALT SHINGLES AND EXISTING SLOPE ! ! I WATERPROOFING WHERE REQUIRED I EXISTING ROOF 3651SLANDVIEW LANE EXISTING SLOPE FOR NEW ADDITION SOUTHOLD, NY 11971 EXISTING SLOPE ! I N FLED AR J EA/�Cti/T sA EXISTING ROOF RAFTERS, SHEATHING i AND ASPHALT SHINGLES TO EXISTING SLOPE REMAIN 04436 �rFOF NEW�O I I I DRAWN BY: Author DATE: 1211912024 4:24:46 PM SCALE: 318" = 1'-0" DRAWING SHEET NAME: I I I I ROOF PLAN ALTERNATE: NEW HALF ROUND GUTTERS DRAWING SHEET NO: ROOF CONFIRM EXISTING GUTTERS FUNCTIONAL SCALE: 3/8"=V-0" i ARCHITECTS: �,�� ❑ NOT IN SCOPE GFI GFI OUTLET SAMUELS+ (NON TYPICAL HEIGHT) O DOWNLIGHT 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=N N TYPICAL HEIGHT) 25235 MAIN ROAD SMOKE DETECTOR CUTCHOGUE NY 11935 SWITCH(VIF) 631-734-6405 O CEILING FAN $D SWITCH ON DIMMER(VIF) CONSULTANTS: I I I I I I CHANDELIER _--_ I I I , I , ENGINEER: $ MARESCA &ASSOCIATES T THREE-WAY SWITCH \�`. i 188-04 W. MONTAUK HWY - - - -- - HORIZONTAL COVE LIGHT HAMPTON BAY, NY 11946 (SPECIFY VIA SHOP DRAWINGS) *H SCONCE I F— (H=NON TYPICAL HEIGHT) _ _ HORIZONTALSHELF LIGHT / _ OWNER: L2 (SPECIFY VIA SHOP DRAWINGS) THERMOSTAT I ISO II�O I a 0 TA Z (H_NON TYPICAL HEIGHT) I 0 DON AND LINDA C OS N O SH ROLLER SHADE — i Q Q - I I , 365 ISLANDVIEW LANE SPEAKER -1 H (H=NON TYPICAL HEIGHT) _ _ L — — J I NEW FAUX CLAD SOUTHOLD NY, 11971 f j f SOFFIT LOCATION r-------- CATHEDRAL I I I verrt Hood \` i \ WOOD BEAMS WITH STAINED REVISIONS: (CONFIRM DURING CONSTRUCTION) EXT EXHAUST I CEILING ,� G,I '_L @ _ H _ TRUSTEES APPLICATION 9/3/24 I I p T I I #DROP CEILING DROP HEIGHT I I � \�_� \ J JUNCTION BOX J - -!�J _ PERMIT SET 10/1/24 -------------------- ❑ 4 i o - -------------------�------------------------ 1-----_---i 711' BID SET 10/18/24 v DATA/ETHERNET OUTLET ,, 1 \ I w � (H=NON TYPICAL HEIGHT) \` - J I ' 0 1 r PERMIT REVISION SET 12/19/24 DUPLEX RECEPTACLE BED 2 o H=NON TYPICAL HEIGHT � � � r _ DINING ( ) 103 I� i I ,'KITCHEN —\\ 105 = -n1 104 I 'I PROJECT NAME: qp / —� J I , T REFLECTED CEILING PLAN LEGEND 1"=T_T CLx SIC ,� ; \\ 0 I CLAD EXISTING I -------------------- BEAMS WITH STAINED I I NEW �GFIJ ------------ -------- WOOD--------------------- I ENTRY- ri M. . I NEW DR. , ___I- DECK INTRY/HALL - ;--- --" ; I `\ z OPEN TO ABOVE , w I 100 I w I � \ 61 l _X BATH EQ - jAl ' I - CL / ✓ _ 102 / , I > r I - I , `\\ �' ; REPLACE EXISTING ' OFFICE NOOK LIGHT FIXTURE, NEW LOFT WIRE TO SWITCH j / x \\ , LOCATION r. I -- Lu EQ EQ I I'I / AO Milk /' \\ ----� --- $ klaJ D ------------------- ----------------------------- I 2' - 4" I` ---- --- I ------------------ --- --------- ---------- $D ' cn CABINET ' WAS / I ------------ ` �HAL LAUNDRY - -----�-- / DRYE I I PROJECT ADDRESS: 10 / -- WIC \\ -------- ----- -- ----- - 3651SLANDVIEW LANE GAS HOOK UP r 108 ` CLAD EXISTING SOUTHOLD, NY 11971 WH T� I I ', BEAMS WITH STAINED r - ---- -� I - WOOD I SIC ' �• / SIC NEW GYP BD. CEILING �EFtE ARc E rI -- - ------------------------------------------- i , I - -- ----------------- ------------------------ ' - I 109 /.•/ PRIMARY BEDROOMZ - - - -- ------------ - CATHEDRAL CEILING ' � _ ✓ ___-- _-' NEW FAUX CLAD T 4436 EXISTING BEAMS WITH STAINED rFoF NEW OUTLETS TO REMAIN IN WOOD .f.. /f/. �/ -- \ r EXISTING WALLS f '/ CVT DRAWN BY: Author DATE: 12/19/2024 4:24:49 PM SCALE: As indicated DRAWING SHEET NAME: POWER/DATA PLAN 2 DRAWING SHEET NO: RCP LOFT RCP 1 ST FLR SCALE: 318"=1'-O" SCALE: 318"=1'-0" A,6.275mOl i ARCHITECTS: SAMUELS+ STEELMAN NEW 2X8 @16" RR WITH 3/4" PLYWOOD, LATH UNDERLAYMENT, 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 CONSULTANTS: SHINGLES AND SHEATHING TO — — — — — — 31/ 11 A AT-PV TRIM---- — — — — REMAIN THRO-UGHOUT-ONLY — _ Level TOW ENGINEER: WITH DECORATIVE SELECT LOCATIONS AT NEW 19 -6 MARESCA &ASSOCIATES 4 W2 © W DRIP EDGE WINDOWS NEW SIDING TO BE 188-04 W. MONTAUK HWY _ NEW WINDOWS PATC ED IN. o HAMPTON BAY, NY 11946 EXISTING CEDAR OWNER: Level WINDOW LEVEL _ SHINGtE-SiDtNG ,_ - 14 8 DON AND LINDA COSTANZO c� �.. _.. - - - - 365 ISLANDVIEW LANE -- D NY, 11971 • Level LOFT PLAN SOUTHOL Level CL1�., 6 1 V-6" REVISIONS: EXT. SCONCES ED2 TRUSTEES APPLICATION 9/3/24 NEW 3 1/2" FLAT PVC TRIM EXT. INDOW W -- W ® w; _ _ _ _ _ _ _ _ _Level GARAGE CEILINGIF PERMIT SET 10/1/24 WITH DECORATIVE + �- — 8'-4" BID SET 10/18/24 __ b DRIP EDGE _ ' ED3 00 PERMIT REVISION SET 12/19/24 J _ = E R r T- - I X I — — - I � � ------ — — — — — � — PROJECT NAME: Lev 1 ', • :;.: = ` ' ;' ° EXT, FQUNDATIONS : . N- � 3'-6" co NJ Level GARAGE L�el GR u j / / j Off RED GA Y/ Level"FOUNDA ON / / _ 1_ 11 30 2 Proposed North SCALE: 1I4"=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' - 211 5" 3' - 1" NEW 2X8 @16" RR SELECT LOCATIONS AT NEW NEW 2X8 @16 RR SH NGLES AND SHEATHING TO WITH 3/4" PLYWOOD, WINDOWS NEW SIDING TO BE WITH 3/4 PLYWOOD REMAIN THROUGHOUT. ONLY LATH UNDERLAYMENT, PATCHED IN. LATH UNDERLAYMENT SELECT LOCATIONS AT NEW 2 1 AND ASPHALT SHINGLE ROOFING 12 12 AND ASPHALT SHINGLE ROOFING WINDOWS NEW SIDING TO BE NEW 6" FASCIA BOARD 0 EXISTING ROOF RAFTERS, SHEATHIN 4 4 PATCHED IN. 4 4 10 AND ASPHALT SHINGLES TO - ff 31/2" FLAT PVC TRIM ----- - -5 NEW CEDAR SHINGLE SIDING REMAIN — — — EXISTING ROOF RAFTERS, SHEAT ING _ 5 TO MATCH EXISTING, PAINTED Level TOW _ WITH DECORATIVE _Level TOW � AND ASPHALT SHINGLES TO — — — S 1/ — — — - — — DRIP EDGE 19'-6�� W6 N1�6 __ - — — — — 19 -6 FOR ELEVATION r NEW W4 PATCH IN NEW CEDAR REMAIN _ E 0 UIN, SINGLE SIDING PATCH IN NEW CEDAR SHINGLES NEW 3112" FLAT PVC TRIM T - _ PROJECT ADDRESS: AROUND NEW DOOR CO PAINT ALL TO MATCH o AND WATERPROOFING WHERE 0 REQUIRED FOR NEW ADDITION 365 ISLANDVIEW LANE EXT. SCONCES = EXISTING ASPHALT SOUTHOLD, NY 11971 NEW 31/2" FLAT PVC TRIM - — SHINGLE ROOFING Level LOFT PLAN Level LOFT PLAN 1-6 AND-NEW-WINDOW I Lc ' Level CEILING Level ,��FtE ARC ti FUTURE _ - - — Q ,�� A s�,GL'� W4 NEW _ _ � v OUTDOOR fTD OWERR _ _ _ _ _ _ _ _ _ _ Level GARAGE CEILING o WIN. o g .4 EXISTING c, WINDOWS ao NEW GAR GE DOOR NEW GARA E DOOR JWO - Level 01 Level 01 31-6" DRAWN BY: Author EXISTIJ�IG.'CM,U , `� C.o EXISTING CMU FOUNDATION DATE: 1211912024 4:24:53 PM FOUNDATION �' Level GARAGE Level GARAGE `"� SCALE: 1/4" = 1'-0" WING SHEET NAME: MEN///i r"/ / i �, i Le ei GR D 1 i" 0 II i , I FOUNDATION ELEVATIONS Level FOU IDA N DRAWING SHEET NO: Proposed West Proposed East SCALE: 114"=1'-0" SCALE: 114"=1'-0" A. 3 ■ i ARCHITECTS: SAMUELS+ STEELMAN 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 365 ISLANDVIEW 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 r 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 INSULATION t SPRAY FOAM BTW STUDS AO %hl EXISTING ROOF RAFTERS, - NEW WINDOWS — —SHEATHING AND ASPHALT— — — — — — — — — — — _ _ _ _ Level TOW SHINGLES TO REMAIN EXISTING ROOF 3112" FLAT PVC TRIM WITH DECORATIVE PROJECT ADDRESS: EXISTING SIDING DRIP EDGE — — — — — — — — — — — — — — — — — — — S L Level WINDOW LEVEL OUTH eve °° —' L I LOF114'4" D, NY11971 _. . — _ _ 2'�1 _ 2' - 11 1 2�� _ — — — — � cn / 2' - 11 1/ " �1 2' Level CEILING FLED A --- 11'-6" E c _ = E N J qN I XISTING W OW _ _ _Level GARAGE CEILING co 1 —ICE = JNEW EGRFRR = 044366 WINDOW VVIINUUW - - - FOF NEN Eli — — — — — — — — — Uj — _ _ Level01 A DRAWN BY: Author EXISTING CMlJ FOUf�DATIaN': Level GARAGE DATE: / / 12 19 2024 4:24:57 PM 4 — — — — -- —. — _ — —.-- — — — Lev_ UND SCALE: 1/4 = 1-0 il DRAWING SHEET NAME: FOUNDATION Al ELEVATION /x DRAWING SHEET NO: ropose outh SCALE: 114"=1'-0" 301 . 01 i i ARCHITECTS: -- ..__........... ------ —._..._._..........._......_.........__................_.................------------------------— ---- ._.._.__.................- .._...................-- .-------_._._................._.....----...................._....._..._._. ------ —........................---............__._,......_......----------- ------- -.._.__................ ............----- .._......._................._................_._—_. —........... ......................__....__...-----_.._._.............................._.......__....._..._................ -----.._.._...._...__..................................._.....--------- -- -------.................. --- .._.._..._..........._........------ i --...............---..... ---- I 6AMUELS+ STEELMAN I i ADDRESS: 25235 MAIN ROAD CUTCHOGUE NY 11935 631-734-6405 j 1 2 3 CONSULTANTS: _ � 5 COMPANY i STREET I 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 I i I 1365 ISLANDVIEW LANE ' SOUTHOLD NY, 11971 -- NEW SIDING TO MATCH EXISTING RR W'��RRZ,+•�Q WITH 3/4" PLYWOOD, REVISIONS:IS .........-- @>�00 I USE WRAP, R-30 INSULATION TRUSTEES APPLICATION NEW " 913124 SPRAY FOAM BTW STUDS W6 .. J Level TOW -� 19 -4 i PROJECT NAME: GLASS RAILING SYSTEM WITH WOOD 2 1/2 HANDRAIL I C) ' I 201 o POTENTIAL DUCT LOCATION , HD SEE PLAN / POTENTIAL DUCT LOCATION T AT H ADER E PLAN — Level WINDOW LEVEL 1 i - ....... _..... Level LOFT PLAN \ 1 , 4„ NEW CJ 2X8 @ 16"1ET 4 NEW J-2X10@16 WITH R-19 BATT INSULATION�� NEW CJ 2X8 @ 16 OC �. `........... ...... Level CEILING EXISTING EXTERIOR 11'--6' WALLS ' i o -.......------_.........................._.......sir ----� '' 2X6 BEARING WALLS .. .._._.. ..._—.---...__.. ...� Q _. —_--WIC — � NEW CASEMENT Wir 1. KITCHEN _._ _.__.. -- W/ R�19 INSULATION — -- OFFICE NOOK T WINDOW ........... 101 > b oo " a4 EXISTING EXTERIOR WALLS SEE INTERIOR SE IN E OR 2X B ELEVATIONSa All i ; 6 EARING WALLS ELE NS ,' ___.._........__......__..._..............._. ` I -- SEE STAIR DRAWINGS W/ R-19 INSULATION I i A _ _ _ Level01 3'-6" ' EXT2°X10"FJ@16"O.C.PROVIDENEWSPRAYFOAMR-19INSULATIO ' PROJECT ADDRESS: EXISTING GIRDER BEHIND 365 ISLANDVIEW LANE i EXISTING GIRDER BEHIND EXISTING GIRDER - � i E BEHIND SOUTHOLD, NY 11971 XISTING,CRAWL SPACE <__....--._._......-----...................—........ —_............ a� m ........-- , - W - - - ------- ---- -----�� ' k AEXISTING• A " X ISTING CWL SAC , - oQ1 Level GARAGE ' NEWPOSTS., - n 6?C6- {{ t r - - -- ---- - - - --- - - — ., - , ,_ , , _ _ I - .- � -. • -'; ' ,: - _ . . , ,- _ RED AR 4YGROUND_ E AN C 0 / Level 1 , / - a / �r n- 6 / . 1�r / / - i / g / +n f r' / V, f / l d � / / / 1 / / / f / i i i / r i / i j r i, i� .z /+ r/' f / � l / r f / / '9 Q 'C i / r� el FOUNDATION NEW L_ , r 4 3 (' / ' , / / / ' / r / J / i� % / f f ' s / r // DRAWN , Author / W N BY' r , fi / / / / / / / r / / I ' 9 3oi2 02 4 4.1 M ' / DA TE: , + r� r f • r / • / � 12/ LE./r / SC / ' / r 1 I 0 II r , r' / r r'r —----�-- / / / / > DR AWING NG SHE / ET NA ME:E: / / / i / I I I I I SECTION Section 1 SCALE: 1l2"=1'-0" —--.._.........-- DRAWING SHEET NO: AN= 5 uAft 0 i ARCHITECTS: ----.__..................-------------- -- • S A AMUELS+ I . STEELMAN I I . i ADDRESS: ! 25235 MAIN ROAD CUTCHOGUE NY 11935 631-734-6405 i CONSULTANTS: ENGINEER: j COMPANY STREET NEW YORK, NY 00000 i I NEW 2X10 @16" RR -----�-------� � � B � OWNER: WITH 3/4" PLYWOOD, DON AND LINDA COSTANZO LATH UNDERLAYMENT, 1365 ISLAND VIEW LANE AND ASPHALT SHINGLE ROOFING SOUTHOLD NY, 11971 I I NEW R-30 INSULATION REVISIONS: SPRAY FOAM BTW RR ` -- ------------ TRUSTEES APPLICATION 9/3/24 NEW RR 2X� 1` Q @ 16" ------ -------� ' NEW SHEETROCK FINISH AT ----�------- ---�----` �- - - W61 I I . RR ' NEW HEADER AT ROOF EDGE EXISTING ROOF TRUCTURE C' 13 SEE PLAN FOR SIZE NEW R-30 BATT I SULATION PROJECT NAME: NEW GYP BOAR CEILING i----NEW SIDING TO MATCH EXISTING CL . WITH3/4" PLYWOOD IL - ................._..........- '._.. --.................................. _...�I ._ .._'... . EXISTING RR HOUSE WRAP, R-30 INSULATION J / / o SPRAY FOAM BTW STUDS I r -�........ r j LOFT � 3'WIRE RAILING 201 _ I TO CODE. WOOD I o CAP 21/4" D HANDRAIL. EXISTING POST ! ----- FLOOR EDGE STRUCTURE I 44 Level LOFT PLAN NEWFJ CASED OPENING TO! — ----- -- - - ...-....._....._...._ - - _ _ - Level CEILING_....._.. --..... - - -----KITCHEN ..................... .._ _...... I....... { I. . _..._. i - AWWWAL NEW ENTRY DECK --- ---_....------------------------------- WITH RAILINGS TO CODE I I --- ----- f I it : \\ \\POST IN L f j. D6EXISTING N RYMAL D1\ C WINDOWS TO I LIVING RMIDEN `\ 100 7107 REMAIN O / 00 I — \ / _ Cf) I , I I \ ow ............................. i \ , I I NEW OAK FINISH FLOOR i; - - - Level 01 a-1. 3' 6" x t 7 PROJECT ADDRESS: NEW GIRDER EXISTING'GIRDER-' ,.,, 365 ISLAND VIEW LANE 4 SOUTH OLD, Y 11971 --- - -XISTING.CRAWL SPACE -, D N _ - _ = i_. Q=- Level GARAGE EXITING C�AWC SPACE'- M ._..._._.... - -- _................-- - 001 - - - - - - Level GROUND I (RED AR 5 E y� Oil J A/v T r J/ r f` l r / / I i / s G i� m I r' / J/ f r �/y Y r V� / J ` I' I / TION WALLS „ .. .. / / f / J / 'J i / I / / / / / r / r r / J/ / / r f� / f j / I JF / / 0 6 4.L J 43 Level FOUNDATION 9 p ! 1=NEW i r' r / / / r" r / J/ i� i r / / r 1 / r" / f r/ / J� Author / ufho J' DR AWN N BY: r I I / / / / / J • 913012024 0 2024 4.1' J 1.20 PM D/ ATE ! SCALE: 112"= 1'--0" I I I I DRAWING SHEET NAME: i Sections _.....................................................----.._.._..-—.._._.-......------ - _-_ SCALE: 1/2"=1'-0" ECTION i i i i DRAWING SHEET NO: I I — MOWN I 0ue I - I I - I I I i ARCHITECTS: C D B A 2 Sim SAMUELS+ EXISTING RR, PLYWOOD, LATH UNDERLAYMENT, -400.0EXISTING RR, PLYWOOD, LATH UNDERLAYMENT, AND ASPHALT SHINGLE ROOFING. NEW I AND ASPHALT SHINGLE ROOFING. EXISTING STEELMAN_ A R 30 B TT INSULATION WITH GYP FINISH I ---------------- R-30 BATT INSULATION WITH GYP FINISH " &�64EXISTING RR �,6664EXISTING RR ADDRESS: Level LOFT PLA 25235 MAIN ROAD NEW CJ 2X8 @16 O.C. CUTCHOGUE NY 11935 — — — — — — - — — Level CEILIN 631-734-6405 11'-6" NEW 1EADE1,SEE ILAIOR SIZE CONSULTANTS: ENGINEER: MARESCA &ASSOCIATES EXT SIDING, NEW R-30 BATT l I ,' EXISTING 188-04 W. MONTAUK HWY INSULATION BTW STUDS. NEW W9 W9 i i WINDOW — EXISTING EXTERIOR WALL HAMPTON BAY, NY 11946 GYP BOARD FINISH WITH EXISTING SIDING. OWNER: KITCHEN `, BED 2 `, i i �� DINING 103 I 104 I 105 NEW INSULATION AND GYP DON AND LINDA COS TANZO 00 BOARD 365 ISLANDVIEW LANE - --- -- 0 SOUTHOLD NY, 11971 o ®® °®° ® REVISIONS: TRUSTEES APPLICATION 9/3/24 I PERMIT SET 101 24 I BID SET 10/18/24 I — — Leve101 PERMIT REVISION SET 12/19/24 EXT FJ W1 NEW SPRA, FOAM INSULATION R-30 PROJECT NAME: EXIST]IIG-CRAWL-SPACE •' - � � • , .. • • - - � �• ". - • - - �,� :. . :, • • • ,� - .. : - • . , . � ,. ' . • . , , • . . . • � . . , . . , , . , . • < , - . Level GARAGE Level GROUN = =I El I I = I =� = I =—= I I �= =I I= _ °. a` I=_ NEW 6X6 POST TO GIRDER = I= I =I =I = = = I = — ==— _=EXISTING 8" CMUIBLOCK _, = I I I I =—= =—FOUNDATION ON 8"X 16" _ _=III=�_ I =I I = __ I = =_SEE PLAN FOR SIZE_— All= = II = _ _ =P.C. FOOTING CONTINUOUS= I I== „ =I =I — -I-�- U-I= — — D EXISTING 8 CMU BLOCK j = — _ _ Level FOUNDATION I FOUNDATION ON 8"X 0" I . 1`'Ia- I -6 �-�I"� P.C. FOOTING CONTINUOUS =_ ..- a. .� _ =1 = = I ==l = 1= 1=- I I I I 1=1 I - I = I I-1 1= =1 = = 1= I = � �_� � �_� � �_� � �= 1= �_- � . - • � . �=I 1=_ = I1= I — E= I _ 1= I = - I- I - I =1 =4 Section 4 SCALE: 112"=1'•0" 3 4 5 Level LOFT PLAN GAR 12'-611 Level CEILING 11'.611 EXISTING RR, PLYWOOD, LATH UNDERLAYMENT, AND ASPHALT SHINGLE ROOFING. NEW PROJECT ADDRESS: T W R-30 BATT INSULATION WITH NEW GYP FINISH 365ISLANDVIEW LANE SOUTHOLD NY 11971 EXISTING EXTERIOR WALL WITH EXISTING SIDING. NEW R-19 BATT INSULATION PRIMARY BEDROOM AND NEW GYP BOARD EFtED ARC J CAN S,�/T�O� 111 'A A41 rr^^ VJ 04436 F OF NE�� 11 EXT FJ W/NEW SPRAY FOAM R-30 INSULATIO J V DRAWN BY: Author EXISTING 8"CMU BLOCK DATE: 1211912024 4:25:00 PM I EXISTING CRAW.SPACE FOUNDATION ON 8"X 16° SCALE: 1/2" = 1'-0" •' - � - ' : - • , � • • � � ; :• ,- •� ` , . - • ; . • � . . .� - - -- - � -,•OQ1-�. � :'- - P.C. FOOTING CONTINUOUS DRAWING SHEET NAME: T T �. • ;. , — _ Level GARAGE . . , .� . . ,� ., - . � - • . .. . . � , Level GROUN4 — --.--_ _ --- -- , 0, SECTION DRAWING SHEET NO: — Section 2 SCALE: 112"=T-0" — �- ��- � 1 —�t=H-i= i= ;, <� nI• �: � Level FOUNDATION -- - — -_ -- —...1 --_ — Am35 i ARCHITECTS: SAMUELS+ STE ADDRESS: 25235 MAIN ROAD CUTCHOGUE NY 11935 / 3' - 7" 3 - 6 1/2" 3' - � � � 631-734-6405 CONSULTANTS: METAL WIRE RAILING ENGINEER: NEW OAK WOOD 2"X2" _ WITH WOOD HANDRAIL, BALLESTRADES STAINED - 1/8 D STAINLESS WIRE SPACED 3.5"APART MARESCA&ASSOCIATES STEEL CABLE I I I 188-04 W MONTAUK HWY SPACED 31/2" HAMPTON BAY, NY 11946 APART OWNER: NEW ROUND OAK WOOD 2.5"HANDRAIL, STAINED OAK TRIM AT I _ _ _ _ —I— _ _ _ _ Level LOFT PLAN DON AND LINDA COS TANZO _ - - - 12'-6" 3651SLANDVIEW LANE FLOOR EDGE, SOUTHOLD NY, 11971 - - - - STAINED _ _ _ _ Level CEILING 11'-6" REVISIONS: NEW OAK WOOD TREADS - - -_ -_ _ AND RISERS. EXPOSED OAK _ _ _ _ HALL BEYOND STRINGER. STAINED TRUSTEES APPLICATION 9/3/24 — — PERMIT SET 10/1/24 �- BID SET 10/18/24 c i I PERMIT REVISION SET 12/19/24 Level GARAGE CEILING 8'-4" PROJECT NAME: GYP BOARD WALL - — — — — — RECESSED BEHIND \--�d zi i I Leve101 3'-65 " I I I STAIR ELEVATION Stair Section 3 SCALE: 112"=1'-0" 4 SCALE: 1l2"=1'-0" D 4 -500.. D B D B METAL WIRE RAILING OAK TRIM AT 10 1/2" 10 1/2" 3' - 0" NEW WOOD FLOOR EDGE. WITH WOOD HANDRAIL. 2.5"HANDRAIL Lai STAINED 0 1/2' �10 1/2' WIRE SPACED 3.5"APART NEW OAK WOOD TREADS -------- I--- I------------- OAK TRIM AT AND RISERS, EXPOSED OAK FLOOR EDGE. STRINGER. STAINED o I I I I I I o i I I I I I i STAINED I I NEW WOOD -500.0 `o I Level LOFT PLAN 2.5 HANDRAIL PROJECT ADDRESS: I _I_ I I I I I - i - - - - - 12'-6" - Level LOFT PLAN N_ - --- --- --- -; 365 ISLANDVIEW LANE SOUTHOLD, NY 11971 Level CEILING 11'-6" _o Level CEILING - ----- FLOOR ABOVE I I o N - T _ ry T - -11 6 I I i ----i T C° N - ---------I \ o,- �� ED Cyi NEW OAK WOOD TREADS T NEW OAK WOOD 2"X2" T I N R AR AND RISERS. STAINED I - N I BALLESTRADES STAINED I I c�` ENE JEgNs �- A-500.01 T G� ® - — 91 10 1/2' ---------I * s N �- - Level GARAGECEILING 11 -N - - — 8'-411 I 2 I 0 1/2' i o - LOz - -------- N 1/8" D STAINLESS I I sTgT 04436 --- -------- T STEEL CABLE FOF NEWS o I I SPACED 3 1/2" 2 N APART -500.0 cY) co DRAWN BY: Author l i i i SCALE. 112DATE: 1211912024 4:25:03 PM - r I NEW WALL UP TO STRINGER � �� - 1 1_0 1I T I DRAWING SHEET NAME: r. _ Level 01 `C T I 3' - 0" j 3'-6" - _ Le 3el 61 STAIR j Stair Section 2 Stair Section 1 SCALE: 1l2"=1'-(I" I I SCALE: 1/2"=1'-0" I STAIR PLAN DRAWING SHEET NO: SCALE: 112"=1'-0" Am500m0l i 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'-11 1/4"x 2'-111/4" T=TEMPERED 25235 MAIN ROAD ED3 1 SEE PLAN 36"x 84"x 13/8" FULL WOOD W3 Andersen Corporation 400-Series Tilt-Wash Double Hung 2 2'-5112"x 2'- 11" T=TEMPERED CUTCHOGUE NY 11935 631-734-6405 ED4 2 SEE PLAN 216"x 84"x 11/2" OVERHEAD Picture 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 T-0"x 4'-0" T=TEMPERED ENGINEER: DOOR SCHEDULE INT W6 Andersen Corporation 400 Series Picture Window 2 3'-0"x 4'-0" T=TEMPERED MARESCA&ASSOCIATES 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 QTY SWING NAME MFR SIZE FINISH SPEC TYPE W8 Andersen Corporation 400-Series Casement 1 T-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-Series 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 COSTANZO D6 1 SEE PLAN 48"x 84"x 2" PNT TWO PANEL TBD 365 ISLANDVIEW 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: SEE SCHED. SEE SCHED. SEE SCHED. 7" 7" SEE SCHED. 5" 5" 4" 5" SEE SCHED. I i � RO IDE ALLOWAN E PROVIDE ALLOWANCE OR ENTRY DOORS SPEC FOR GARAGE DOOR SPEC � , 0 0 - _ _ U o / o o � i w / - u.1 / LLJ If i EDI.2 ED3 D1 D3 D5.6 SINGLE DOOR TYPES SPECIALTY DOOR TYPES SINGLE DOOR TYPES POCKET DOOR TYPES DOUBLE DOOR TYPES NMI Of EXTERIOR DOOR TYPES INTERIOR DOOR TYPES kami TRIM WITH W3.SEE LOCATION ON ELEVATION SEE SCHED PROJECT ADDRESS: SEE SCHED. 365 ISLANDVIEW LANE 3° 3" 3 /2" 6-2" SOUTHOLD, NY 11971 SEE SCHED SEE SCHED -------------- -------------� ----------------- 3.3' 3'.�, 3-3„ SEE SCHED 3 1/2" i i c� EFtED ARCo = I I I W (V w I I W W W I I W / I I W N iv U U co U W W / W W / W I 1----------- 3'3 Cn \ ` . co / ----- �'Tqr U4436 OQ� W1 W2 W3 W4 � - Y W5 W6 W7 W8 W9 DRAWN BY: Author DATE: 1211912024 4:25:06 PM SCALE' 1/2" = 1'-0" DRAWING SHEET NAME: WINDOW TYPES WINDOWS AND DOOR SCHEDULE DRAWING SHEET NO: Am600s0l I,< g ARCHITECTS: _ 5S Ys s s AID UEU -�- GENERAL NOTES TRADE, AND AS HEREINAFTER STATED OR IMPLIED. STE EL 1. ALL WORKS SHALL BE PERFORMED IN ACCORDANCE WITH ALLSTATE, 14. ANY WORK HEREINAFTER STATED OR IMPLIED WHICH IS CONTRARY - &I - 4 _ MAN MUNICIPAL, LOCAL ZONING ANG BUILDING CODES AND ORDINANCES TO THAT REQUIRED BY THE APPLICABLE GOVERNING AGENCIES AND D HAVING JURISDICTION AND BEST STANDARDS OF CONSTRUCTION CODES IS TO BE BROUGHT TO THE ATTENTION OF THE OWNER,AND SHEET LIST -S 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 ENGINEER: - - ------ 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 MARESCA &ASSOCIATES PERIOD F 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 V1/ MONTAUK H ES ----- ---- --- - OCCUPOM;Y. NOT RELOCATE PARTITIONS AS A COMPLETE WALL. 4. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE 18. SILL PLATES OF NEW AND RELOCATED PARTITIONS ARE TO BE A-300.01 ELEVATIONS Architecture HAMPTON BAY, NY 11946 -� - A-350.00 SECTION Architecture 1.- CONSTRUCTION MEANS METHOD,TECHNIQUES, SEQUENCES OR SECURED DIRECTLY TO THE EXISTING FLOORING. REMOVE ANY FINISH OWNER: ---- - A-351.01 SECTION Architecture PROCEDURES, OR FOR THE SAFETY MATERIALS, SUCH AS CARPETING, PRIOR TO ANCHORING PLATE. _._E�: _ R 0 1 SITE A-400.00 INTERIOR ELEVATIONS Architecture DON AND LINDA COSTANZO PRECAUTIONS AUTI N AND PROGRAMS IN CONNECTION WITH THE WORK AND H 9 PRIOR TO COMPLETION OF THE WORK, REMOVE FROM THE JOB -- - 5. SHALL NOT BE RESPONSIBLE FOR THE CONTRACTORS FAILURE TO ALL TOOLS, SURPLUS MATERIALS, EQUIPMENT, SCRAP, DEBRIS,AND A-401.00 INTERIOR ELEVATIONS Architecture 365 ISLANDVIEW LANE ...._. ._....._.......... __.. _._........-. ---- --.----------. - - CARRY OUT THE WORK IN ACCORDANCE WITH THE CONSTRUCTION WASTE, EXCEPT AS OTHERWISE NOTED BY THE OWNER. A-600.00 WINDOWS AND DOOR Architecture SOUTHOLD NY, 11971 _.. _.......... _.._._... _........_.._._ -- ... DOCUMENTS. THE ARCHITECT HALL NOT BE RESPONSIBLE FOR THE ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT THE TIME OF THIS SCHEDULE .._....._...... _.._.____._. REVISIONS: ACTS OR OMISSION BY 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. EX-100 EXISTING CONDITIONS Architecture PERMIT SET 10/1/24 ---- -- - _ ARCHITECT. 21. CONTRACTOR WILL FULLY COMPLY TO THE PROVISIONS OF THE - - ,� EX-101 EXISTING CONDITIONS ct BID SET 10/18/24 THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT OF 1920 AND TO ANY Archite ure -- " - -- CONTINUOUS INSURANCE ,COVERAGE STATUTORY POLICLES (WORKER RULES AND REGULATIONS PURSUANT TO THE ACT. EX-102 EXISTING CONDITIONS Architecture BID SET REVISIONS 1/23/25 __ N-001.00 NOTESArchitecture_ .. -....................................._......................._........._..._...._..............................._..... _.. ..._............ ..._.........--..---.....--...._. ___... ._._._.._._.................. __.........._... ._...................._....._......._......._....__........._.......__...........__..Y-.._-.............._........._-........_.......__.......__._......__-.. COMPENSATION, ETC.)AND GENERAL LIABILITY IN AN AMOUNT NOT LESS 22. ALL MATERIALS AS WELL AS METHODS AND PROCESSES USED IN THE ............................................_ ........._......_.................._............_........._.........._........_......._......----......._............._....._.. _......_............._._..........--..._....._.__..._.._.. --...._........_. -----......_.._..........._............................................_.._..._.._...._.._...........----....----...-_._......._...._.....................__.........................................---...- -..._......_._........_..__.........._._.-_... AN MLLL N AN PERFORMANCE F THE TH $ 5 LO D AUTOMOBILE LLOBLLLTY AND DAMAGE0 WORK SHALL CONFORM TO THE STANDARDS OF S-001.00 SITE PLAN Architecture COVERAGE NOT LESS THON $2 MILLION. THE ARCHITECT SHALL THE BUILDING. T-000.00 COVER SHEET Architecture BENAMED INSURED ON ANY AND ALL POLICIES. 23. CERTIFICATES OF INSURANCE AS REQUIRED UNDER THE DOCUMENT PROJECT NAME: 6. ALL CONSTRUCTION SHALL MEET NYS ENERGY CONVERSATION TITLED "INSURANCE REQUIREMENTS FOR TRADES CONDUCTING CONSTRUCTION CODE.ALL GLAZED AREA TO BE DOUBLE GLAZED AND OPERATIONS IN BUILDINGS FOR WHICH CUSHMAN &WAKEFIELD INC. ALL EXTERLOR DOOR TO HAVE LNSULOTED CORES. THE INSULATION ACTS AS AGENT" INCLUDED IN THE CONTRACT DOCUMENTS, MUST BE PROTECTION AS INDICATED ON THESE PLANS EXCEEDSTHE CODE'S FURNISHED TO THE ARCHITECT PRIOR TO PROCEEDING WITH ANY WORK MINIMUM STANDARDS. AND REQUIRED INSURANCE IS TO BE MAINTAINED AT ALL TIMES DURING 7. THESE DRAWINGS AND SPECIFICATION ARE INSTRUMENTS OF CONSTRUCTION. SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR WHICH THEY MADE LS EXECUTED OR NOT. THEY MAY NOT BE USED ON ONY OTHER PROJECT EXCEPT BY WRITTEN KEY PLAN SITE INFO OUTHORLZATLON OF THE ARCHITECT. ( SUBSTANTIAL I M PROVEM ENT: 8. A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE PER OUR DRAWINGS AND DOCUMENTS FOR OUR APPLICATION FOR 365 ISLAND VIEW LOCATION: 365 ISLAND VIEW LANE INSTALLED LANE, OUR RENOVATION AND ADDITION WILL NOT CONSTITUTE AS A SUBSTANTIAL GREENPORT, NY 11944 IN EACH BEDROOM, ON ALL FLOORS AND SHALL BE INTERCONNECTED IMPROVEMENT AS DESIGNATED BY SOUTHOLD TOWN CODE AND FEMA.OUR COST SITE AREA: 16,487 SF OR .378 ACRES PER CODE. ASSOCIATED WITH THE RENOVATION ARE LESS THAN 50%OF THE MARKET VALUE OF TYPE: RESIDENTIAL 9. ALL BATHROOM WITHOUT OPERABLE WINDOWS TO BE MECHANICALLY THE STRUCTURE (CURRENT BIDDING ESTIMATES 175,000$OF RENOVATION VALUE VS. ZONING DISTRICT: R-40 VENTILATED OS PER NEW YORK STATE CODE. THE MARKET VALUE OF THE STRUCTURE AT 600,000$ . ® L 2 S.C.Tax Ma #: 1001-057.-02-028 ) p 10. NO WORK IS TO BE STARTED UNTIL A BUILDING PERMIT HAS BEEN O OWNER: SECURED AS REQUIRED BY THE APPLICABLE GOVERNING AGENCY OR �Cn DONN AND LINDA COSTANZO AGENCIES. 365 ISLAND VIEW LANE 11. ALL CONDITIONS AND DIMENSIONS ARE TO BE VERIFIED BEFORE 1SLAN0 VIEW LN GREENPORT NY 11944 START OF ANY WORK AND DISCREPANCIES OR VARIATIONS TO PYRAIUI I D LAW. 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 SO E AREA:COVERAGE 16,487 SF OR 3 8 ACRES APPLICABLE AGENCIES AND STANDARDS GOVERNING THAT PARTICULAR TEST HOLE SITE AREA(UPLAND): 11,587 (SEE SURVEY) CODE INFO 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 PROJECT ADDRESS: PROVISIONS OF THE SPECIFICATIONS, DRAWINGS AND CONSTRUCTION BY MARK McDONALD GEOSCIENCE 1 CRITERIA OF THE OWNER AND SHALL SATISFY ALL APPLICABLE CODES, SOUTHOLD, NEW YORK 11971 365 NDVIEW LANE FLOOR AREA RATIO: SLA SLASOUTHOLD, NY 1197E TOTAL ALLOWABLE SF: 2,100 SF+ 198.4 SF '2,298.4 SF TOTAL ORDINANCES AND REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ANY 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:OSF 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. L' FLOOD ZONES: BUILDING AND STRUCTURAL 2020 CODE PROPERTY IS LOCATED IN FLOOD ZONE AE AT BASE FLOOD DEPTH 6.0. BASE SMOKE AND CARBON MONO. 2020 CODE BROWN SILT MIL FLOOR ELEVATION 7.2 (SEE FLOOD ELEVATION CERT ON A-002.00) SAFETY NOTICES 2020 CODE 3.7 FT. PECONIC BAY MECHANICAL 2020 MECHANICAL CODE WATER IN BROWN SILT ML 13' " 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. SCOPE OF WORK: PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE OF FLOOD. DRAWN BY: Author ZONE X:AREAS DETERMINED TO BE OUTSIDE THE 0.2/o ANNUAL CHANCE OR FLOOD PLAIN. ELEVATIONS ARE REFERENCED TO NAVD 1988 DATUM. DATE: 2/24/2025 12:01:55 PM INTERIOR RENOVATION AND SECOND FLR ADDITION TO AN EXISTING ONE-FAMILY JURISDICTIONS: WATER IN BROWN FINE TO COURSE SAND SCALE: 1116"= 1'0" DWELLING. ENTIRE SITE IS WITHIN DEC JJRISDICTION. 13 FT. WITH 10% GRAVEL SW DRAWING SHEET NAME: SITE PARTIALLY IN TRUSTEES JURISDICTION. SEE SITE PLAN COVER SHEET COMMENTS: WATER ENCOUNTERED 3.7' BELOW SURFACE DRAWING SHEET NO: [3] D 'SET 10 . 18 . 24 TMOOONOO ARCHITECTS: SAMUELS+ STEELM AN ADDRESS: DRAINAGE CALCULATIONS 25235 MAIN ROAD AREA OF RESIDENCE (DW-A) AREA OF RESIDENCE (DW-B) AREA OF RESllDENC9_(PW-Cj 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 (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) U DIAMETER x 4'HIGH POOL USE: (1) 8' DIAMETER x THIGH POOL USE: (1) U DIAMETER x 4' HIGH POOL USE: (1) 8'DIAMETER x THIGH POOL ENGINEER: (1)E 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. MARESCA &ASSOCIATES PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED 188-04 W. MONTAUK HWY 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. HAMPTON BAY, NY 11946 OWNER: DON AND LINDA COSTANZO j q 365 ISLAND VIEW LANE 1 SOUTHOLD NY, 11971 r� I 1 REVISIONS: z N101F _° TRUSTEES APPLICATION 9/3/24 D °� 9 99 0 o BLACKRpCK HOLDINGS II LLC r� ° PERMIT SET 10/1/24 ,� � E � c z 0 z o BID SET 10/18/24 BID SET REVISIONS 1/23/25 oz k (—' X 42.52' X DO f, p CJ X � 4�1 `i 9 o \ �1 D C PROJECT NAME: ' PROP O A A W A ND NSE m l I 107.53' _ F \ ON EXTE OR �,,ALL 8X3 1 �DW-A W z - R YqR -€ ►c NG -IN 35�_ f w GRAV WALK— — i , 0 f 4 -O Pol • • ' � S'7 z f z I ° <3 ° xSTIVIG m vTl o o i o Xc) j D J�A Ir P / ' �, N � A A a 48 -10 X C oz cc o gc STEPPi No NvoITJ q wo cc�o WALK FRONT YARD SE Q o E`bOCATE STONE TBAC _ �� <� O X� --- -- - 1 0r '' ELECTRIC �ETER �- K 35 0 �? EMOVED E Y ° I ;l N / C) 104'-off F, / . STAIRS \ X ' j3 .1EXISTING 0 A J -�D D cil 8'X3' CESSPOOL �_ PX 1' � I C� — I+ I' t, D SIZED FOR 3 BEDROOM + ' yI PROJECT ADDRESS: FUTURE OUTDOOR EW WOOD D a X c) C - '� • ' • �-- �F-IO�WEi�-' — — — ENTRY I� b z ° 3651SLANDVIEW LANE Dw-c ,l � SOUTHOLD, NY 11971 _ ELOCATE p j74D STAIR -- __ — — J o s 0 4 � 99 ,30 ' n / ��-- X STAIRS INTACT EMOVED (� v V WffH-NE TZ RUCTURE X ELECTRIC _ I� E ER I cAW r, z , i� RED ARC, M 0 H X �� — c , �� E JEAIVS ��tr f ©3HS �, X (A — X I�, �wd�� TRUSTEES B I� � a _ BOUNDARY 1001-0f► 6 9 ; CD L3 b a { E reuw i a ST�T�©4436 NOTE: ENTIRE SITE I > OF NEB WITHIN TWa DEC JURISDICTION 300'-0" NDARY o ° DRAWN BY: Author CTION TIDAL WETLAND BOUNDARY x DATE: 112312025 4:21:29 PM 1 U) DEC JURISDICTION ! SCALE: 1:100 N/OAF ` DRAWING SHEET NAME: WILLIAAl KAINZBA UER I THERESA KAINZBA UER SITE PLAN 1, I a I 1 I DRAWING SHEET N0: I PROPOSED SITE PLAN SCALE. 1:100 smool ■ ARCHITECTS: U.S. DEPARTMENT OF HOMELAAVD SE SAMUELS+ CURITY GENERAL NOTES 11. ALL CONDITIONS AND DIMENSIONS ARE TO BE VERIFIED BEFORE ar>7acont�INo,�sso-ooaa Federal Emergency Management Agency Expiration oats:omoi2o2e ELEVATION CERTIFICATE START OF ANY WORK AND DISCREPANCIES OR VARIATIONS TO National Flood insurance Program tMPQRTANT:MUST FOLLOW THE INSTRUCTIONS ON pAGES 9.19, !III!I....I....... STEELMAN1. ALL WORKS SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE, APPROVED PLAN ARE 70 BE BROUGHT TO THE ATTENTION OF THE u►Idin Street t Address(including Apt.,Untt,Suite,and/or Bldg.No.)or P.fl.Route and Box No,: :;, C 1�'.fi01,01 t MUNICIPAL, LOCAL ZONING AND BUILDING CODES AND ORDINANCES ELEVATION CERTIFICATE HAVING OWNER BEFORE PROCEEDING. II�IP©RTANT:i4AlIaT FOLLOW THE INSTRUCTIONS ON PAGES 8.99 E''s �SG�4 � i 1'c.W C.�4,�,.�� • ,• ' :, -"`.' „ ' ,'� '- ' DICTION AND BEST STANDARDS OF CONSTRUCTION Copy all pages of this Elevation Certificate and all attachments far(1}community affcial 2 Y •- _•>• • 12. ALL WORK OF THE VARIOUS TRADES INVOLVED WITH THE PRACTICE. Y , ( )insurance agent/compan .and 3 boil State: /�. ZIPi: !Nu►?tb ::• .::: CONSTRUCTION OF THIS PROJECT, IS TO BE PERFORMED BY CAPABLE ; G'IltiA�»lw"IatI �tY- O ding owner. _... Cads: �� , , .;;.,.,�,•:.;. :..; :,: NFo A1"I)N : ;I=OR:I.iVS :Goof . ..: -, s� 7 `,.,.�:: r 2. THE AMERICAN INSTITUTE OF ARCHITECTS CONDITIONS SHALL APPLY AND Ect~ 4i1.:Al .U;�i `: ;'�:- N ?y` 1131GaVcmris -:.,.... ... ADDRESS: REPUTABLE CONTRACTORS, ;;;; ;.:. LICENSED IN THE STATE OF NEW YORK [Al. Building Owner's Name: '�• "��`•• '••<- =-- �. �+A'I�'q. ... TO OIL WORK PERFORMED ON THIS PROJECT. THE CONTRACTOR HALL 5ARA fJ �DHA M F' 3e,` t_, o l4 tl 0 S AND AS RE UIRED BY THE L �a S L k; ,.;.> tP ,.A... :.�Q OCAL GOVERNING AGENCY. 'Pi1- Aiumb�r-. : " ..':` .:'.; :`: Cl. Buiidln elevations " •,,,,:. .<,,: ,:; 25235 MAIN ROAD A2. 8u+id+ng Street Address inciudin A t, Unft,Suite,andlar BI g ons are based on: ❑ Construction D x VERIFY OIL CONDITIONS CT THE SITE. ANY DISCREPANCIES MUST BE 13. ALL WORK OF THE VARIOUS TRADES IS TO BE PERFORMED IN ( g ,p dg.No.)or P.o,Route and Bax Na.: '' \. "A new Elevation +tru ngs ❑ Building Under Certificate will be re g Construction +shed Construction CUTCHOGUE NY 11935 3 r,S ='S��ti o U� ,��, ��,� •,�ompaf��t,�lA(�:)�t�gybbr• � C2 quired when construction of the building Is complete. 631-734-6405 BROUGHT TO THE ATTENTION OF THE ARCHITECT PRiOR TO ACCORDANCE WITH STATE AND LOCAL CODES, AND ALL OTHER City: �o,,'r�t0�y . Elevations-Zones A?--rg30,AE,AH,AO,A(with BFE),VE,V'1 V3p,V(with g1=E?,AR,ARIA,AR1AE AR -. COMMENCEMENT OF CONSTRUCTTON, THE CONTROCTOR SHALL BE APPLICABLE AGENCIES AND STANDARDS GOVERNING THAT PARTICULAR Slate: at� T ZIP Code: I i nt 1 I A99,Complete Items C2."below accordingto the Building { � !on Aeo, rmel A A3. Property Description Benchmark Utilized: �„p d ng Diagram specified in Item A7.In Puerto Rtco only,enter meters.RlAo, CONSULTANTS: RESPONSIBLE FOR CORRECTIONS NOT REPORTED ONCE HE HAS TRADE,AND AS HEREINAFTER STATED OR IMPLIED. 5.0 T Rion(e,1 Lot and Block Numbers or Legal Description)and/or Tax Parcel Number: S �++� ya Vertical Datum: NA.v p 1 Ix STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS, 1''' �' a S`7.vo - ©z.oo .- 0 2�,�, n�, indicate elevation datum use arthe elevations In items a)through h)below. $ ENGINEER: 14. ANY WORK HEREINAFTER STATED OR IMPLIED WHICH IS CONTRARY A4. Building Use(e.g,, Residential Nan-Residential,Addition,Accessory,etc.): '?�g'lp F,�,•t-.,A �, ❑NGVD 1929 AVD 1g8g 3. WIIL BE OF GOOD QUALLTY, FREE FROM FAULTS END DEFECTS FOR 0 TO THAT REQUIRED BY THE APPLICABLE GOVERNING AGENCIES AND ❑other. MARESCA &ASSOCIATES ° ' Datum used for building 188-04 W. MONTAUK HWY PERIOD F ONE YEAR FORM THE DOTE OF THE FINAL CERTIFICATE OF CODES IS TO BE BROUGHT TO THE ATTENTION OF THE OWNER,AND A5. Latitude/Longitude: Lat¢��04-' 7,,ytiJ Long.-7Z-zz .34.4 w ❑ g elevations must be the same as that used for the BFE.Conversion factor us Harizoital Datum: (1 NAD 1927 D 1983 WGS S4 if Yes,describe the source of the conversion factor in the Section D Comments area, ed? C7 Yes [ -�°- HAMPTON BAY, NY 11946 OCCUPOM;Y. CORRECTED IN ORDER TO CONFORM TO THOSE GOVERNING As• Attach at least two and when passible four clear photographs(one for each side)of the building(see Farm pages 7 and i3), a) Ta of 4. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE REQUIREMENTS. A7. Building Diagram Number: g p bottom floor(induging basement renclasure floor � � Check the measurement used: )' C--teat ❑ meters OWNER: CONSTRUCTION MEANS METHOD,TECHNIQUES, SEQUENCES OR 15. ANY DISCREPANCIES FROM THIS PLAN AND THE ACTUAL CONDITIONS As. For a building with a crawlspace or enclosure{s): b) Top of the next higher floor(see instructions), PROCEDURES, OR FOR THE SAFETY *7" 7- Comet DON AND LINDA COS TANI ARE TO BE REPORTED IMMEDIATELY 70 THE ARCHITECT OR HIS a) Square footage of crawlspace or enclasure(s}: j�.~�,�, sq ,� c) Bottom of the lowest horizarrtal structuraE member(see instructions): �.A. ❑ meters PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK AND HO REPRESENTATIVE. d) Attached garage(top of slob): ❑ D meters 365 ISLANDVIEW LANE b) is there at least one permanent flood o 5. SHALL NOT BE RESPONSIBLE FOR THE CONTRACTORS FAILURE TO 16. ALL CONSTRUCTION MATERIALS ARE TO BE NEW AND OF A LEVEL OF peeing an two different sides of sect;enclosed are es ❑ No ❑ N/A e) Lowest elevation of Machinery and Equipment 4' L�-Meet d meters SOUTHOLD NY, 11971 CARRY OUT THE WORK IN ACCORDANCE WITH THE CONSTRUCTION QUALITY WHICH WILL INSURE THE QUALITY OF WORK DESIRED BY THE c) Enter number of permanent flood openings in the crawlspace or enclosure s within 1.0 foot above adjacent grade: type of M&E and location in Section D Comments area): Non-engineered flood openings: ni Engineered () {describe (M&E}servicing the building DOCUMENTS. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE OWNER. ----- gineered flood openings: q� ?'•Z- C:}'�et ❑ meters REVISIONS: d) Total net open area of non-engineered flood openings in AS.c: !Q C7 sq.i--p� fl Lowest Adjacent Grade(LAG)next to building: Natural ACTS OR OMISSION BY 17. RELOCATED PARTITIONS ARE TO BE DISASSEMBLED AND Q ❑ Finished Q [P'feet ❑ meters TRUSTEES APPLICATION 9/3/24 THE CONTRACTOR NO CHANGES SHALL BE MADE IN THE DOCUMENTS e) ?oral rated area of engineered flood openings g) Highest Adjacent Grade(HAG)next to building: ❑ Natural ❑ Finished RECONSTRUCTED TO INSURE DURABLE STRONG CONSTRUCTION. DOin A8.c(attach documentation-see instructions): 4-20 s ,M --.,---:f meet ❑ meters PERMIT SET 10/1/24 AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN NOT RELOCATE PARTITIONS AS A COMPLETE WALL. 0 sum ofASA and AB,e rated area(if applicable-see Instructions): /I q h) Finished LAG at lowest elevation afattached deck orstairs,includin structural ) sq.i�v Support: g CONSENT OF THE ARCHITECT. 18. SILL PLATES OF NEW AND RELOCATED PARTITIONS ARE TO BE A9• Fora building with an attached garage: +�, ,'� C -teat ❑ meters BID SET 10/18/24 THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN Cp . SECURED DIRECTLY TO THE EXISTING FLOORING. REMOVE ANY FINISH a) Square footage Of attached garage. .5,50 sq.ft R,,9NGIJ Ion" . 17C�i�1 ICA �> ; w;.., z;,....;.,..•:w-,.... .. y. BID SET REVISIONS 1/23/25 CONTINUOUS INSURA, COVERAGE STATUTORY POLICLES (WORKER MATERIALS, SUCH AS CARPETING, PRIOR TO ANCHORING PLATE, This certification is to be signed and sealed b a tan NCE , 6) is there at feast one permanent flood opening on two different sides of the attached garage? ©Yes a N! false y d surveyor, engineer,`ar architect authorized by state taw to certify elevation information./certify that the lnitinr►by an this Cerufpr1soime represents my best a, See to N ioby. t the data available,/Understand that an COMPENSATION, ETC.)AND GENERAL LIABILITY IN AN AMOUNT NOT LESS 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,o foot above Adjacent r ❑ A statement punishable byline ortmprisanme»t under 18 U.S Coda, Sscfian 9opf, Y THAN $ 5 MLLLLON AND AUTOMOBILE LLOBLLLTY AND DAMAGE ALL TOOLS, SURPLUS MATERIALS, EQUIPMENT, SCRAP, Non-en j grade DEBRIS AND Non-engineered flood openings: w Engineered flood openings: P,A • Were latitude and longitude in Section A provided by a licensed land surveyor? [:]yes Leo COVERAGE NOT LESS 7HON $ 2 MILLION. THE ARCHITECT SHALL WASTE, EXCEPT AS OTHERWISE NOTED BY THE OWNER, d) Total net open area of non-engineered flood openings in Ae.c: to Check here If attachments and describe in the Comments r PROJECT NAME: BENAMED INSURED ON ANY AND ALL POLICIES. ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT THE TIME OF THIS sq,in. area. e) Total rated area of engineered flood openings in A9.c(attach documentation-see Instructions): 0 s •ft. Certifier s Name: "�,� 6. ALL CONSTRUCTION SHALL MEET NYS ENERGY CONVERSATION APPLICATION ARE NOT THE RESPONSIBILITY OF THE ARCHITECT. k"` �'Ey I pE,ucense Number- 0 g Titre: C f i 1. 1 CONSTRUCTION CODE.ALL GLAZED AREA TO BE DOUBLE GLAZED AND 20. ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT THE TIME OF sum atA9.d and As.e rated area(ifappitcabie--see Instructions): o sq,ft . Company Name: L EXTERLOR DOOR TO HAVE LNSULOTED CORES. THE INSULATION CONSTRUCTION ARE NOT THE RESPONSIBILITY OF THE ARCHITECT. "' ~ ' �EC1"tS - F�.! Al sIS NC , gig , 911111 INFO �� S , PROTECTION AS INDICATED ON THESE PLANS EXCEEDSTHE CODE'S Address: 2? C 21. CONTRACTOR WILL FULLY COMPLY TO THE PROVISIONS OF THE B1.a. NFIP Community Name: /C�u2ti.J off' So v7-�aac.i� $1.b.NFiP Community ldentiflcation N360813 "��?" � >"�: � j• f� MINIMUM STANDARDS. FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT OF 1920 AND TO ANY e2.County Name: �v,�fn L/� � umber' Ciry: M� dFo0-D B3.State:----. :__ B4• MaplPanel No.: 3G 1 o3 eo 1,s State:.�• ZIP Cade. .<<M- THESE DRAWING;i AND SPECIFICATION ARE INSTRUMENTS OF 9 65•suffix: t•( RULES AND REGULATIONS PURSUANT TO THE ACT. Bs. FIRM index Date: sfyr 9g B7.FIRM Panel Effective/Revised Date: SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT 22. ALL MATERIALS AS WELL AS METHODS AND PROCESSES USED IN THE - 9125/a q Signature: k . . • �*s o ..a Bi3,Flood Zone(s): _ 89•Base Flood Elevation(s){BFE bate: ,� ,� . WHETHER THE PROJECT FOR WHICH THEY MADE LS EXECUTED RI NOT. PERFORMANCE OF THE WORK SHALL CONFORM TO THE STANDARDS OF )(zone Ao,use Base Flood Depth): 6.0 Telephone: 63 t-Z$9-73Sv Ext: 'f '3 �� : ��:',Ke . .,.a l w. ,.; sA THEY MAY NOT BE USED ON ONY OTHER PROJECT EXCEPT BY WRITTEN THE BUILDING. B1o. Indicate the sour of the BFE date or Base Flood Depth entered in item B9: pages il: �`�•-$S��1s � Copy all a es of this Elevation Certificate and all attachments for(1)community official,(2j insurance agenticam an , �� 23. CERTIFICATES OF INSURANCE AS REQUIRED UNDER THE DOCUMENT ❑Community ❑Other: p y and(3)building owner. OUTHORLZA7LON OF THE ARCHITECT. FIS M ty Determined Comments(including source of conversion v 8. A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE 811. indicate elevation datum used for 8FE In Item B9: p 1988 ere on fader In C2;type at equipment and location per G2 e;and description of any attachments): TITLED"INSURANCE REQUIREMENTS FOR TRADES CONDUCTING ❑NGVD 1929 El - f{Etr ,,,,,,� R�,nH .x,.attp INSTALLED OPERATIONS IN BUILDINGS FOR WHICH CUSHMAN &WAKEFIELD INC. 812. Is the building located in a Coastal Barrier Resources System CBRS area or Otherwise protected Area oPA)? �, ;Z, IN EACH BEDROOM, ON ALL FLOORS AND SHALL BE INTERCONNECTED ACTS AS AGENT" INCLUDED iN THE CONTRACT DOCUMENTS, MUST BE Designation Date: ❑CSRS ❑opA ( ) ( []yes - e fNq.rie.a,e., ovT3e4 rp&J t�.,A cc. Gb Ec tV Ce.G, 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 Na 9. ALL BATHROOM WITHOUT OPERABLE WINDOWS TO BE MECHANICALLY AND REQUIRED INSURANCE IS TO BE MAINTAINED AT ALL TIMES DURING F'EMA Form FF-2or FY-22-152(formerly 086-0-33)(10/22) Pa 1s FEMA Form FF-206-FY-22-152 (formeri Og6-0. 10122 VENTILATED OS PER NEW YORK STATE CODE. O CONSTRUCTION. 10. NO WORK IS TO BE STARTED UNTIL A BUILDING PERMIT HAS BEEN 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 x Compliance Certificate calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC require ents in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. loll pill KATHERINE SAMUELS - RA 2.24.25 U) Name-TitIRATHERINE SAMUELS Signature ----- Date O Project 365 ISLANDVIEW LANE A D R PYRAMIDLAW. Energy Code: 2018 IECC ��G`w��NE JEA�sy'T'0 Location: Greenport, New York ,Z` �G COMPLIES. Construction Type: Single-family Project Type: Alteration Project SubType: None Climate Zone: 4 (5572 HDD) fl_ EAST/WEST "EMPLANE ELEVATION COMPLIES. Permit Date:Permit Number: s 04436 �� PROJ C ADDRESS: T�r4 All Electric false OF NEW� 36 IS NDVIEW LANE \ Is Renewable false SO T OLD, NY 11971 Has Charger false / Has Battery: false / \ Has Heat Pump: true o / O f o a a Q \ Construction Site: owner/Agent: Designer/Contractor: 365 ISLANDVIEW LANE -D - -" GREENPORT, NY 11944 11'-10" 16-8" Slab-on-grade tradeoffs are no longer considered in the UA 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. DRA N B Author NORTH / SOUTH KY Envelope Assemblies • S PLANE ELEVATION COMPLIES. DATE: 241202512:01:43 PM <. q' e \ 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 NOTES Window 1: Wood Frame SHGC: 0.40 I68 0.350 0.320 59 54 Window:Wood Frame o o SHGC: 0.20 57 0,250 0.320 14 18 o Floor:Ali-Wood joist/Truss 1,500 30.0 32.0 0.016 0.047 24 71 DRA ING SHEET N0: 103'-11" 48'-101000 a Project Title '�Gr �c� nni n,nt�ni nn, ic�ca�-r��trrv��'rcu rz�ry Repert z/2412 Data filename: Page 1 of10 Data filename: Page 2 of1 i ARCHITECTS: EXISTING CONDITIONS INFORMATION CONTAINED IN THE CONTRACT DOCUMENTS REGARDING EXISTING FACILITIES AND SAMUELS+CONDITIONS IS TAKEN FROM DRAWINGS. OTHER FORMS OF DOCUMENTATION , VERBAL AND WRITTEN REPRESENTATIONS FURNISHED BY THE OWNER,AND OBSERVATIONS IN THE FIELD STEELMANWITHOUT EXTENSIVE EXPLORATION OR DIMENSIONAL VERIFICATION. CONTRACTOR IS REQUIRED TO CHECKAND VERIFY ALL INFORMATION 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 WILL MATERIALLY AFFECT THE PROJECT. D ADDRESS: -350.0 - D r1 25235 MAIN ROAD DEMOLITION NOTES DEMOLITION LEGEND CUTCHOGUE NY 11935 2• ALL EXPOSED WIRES TO BE REMOVED BY 631-734-6405 THE CONTRACTOR. NOT IN SCOPE I I I ' " CONSULTANTS: 3• ALL ITEMS TO BE REMOVED IN ORDER TO 32 - 10 ENGINEER: ACCOMODATE NEW INSTALLATION. MARESCA &ASSOCIATES 4. ANY UNDETERMINED PORTIONS OF THE NEW 188-04 W. MONTAUK HWY DEMOLITION TO BE SUBMITTED TO THE CONSTRUCTION ! I i i i i i i I HAMPTON BAY, NY 11946 CLIENT AND ARCHITECT VIA RFI PRIOR TO INITIAL FEE PROPOSAL. THEKEEP EXISTING OWNER: CONTRACTOR ACCEPTS THAT THERE SIDING DEMO AND SHEATI�ING DON AND LINDA COSTANZO _ _ i WILL BE NO SUPPLEMENTAL DEMOLTION I I � ; ; ; ; I FEES AFTER THE INITIAL CONTRACT IS WALL i i i i i 365 ISLANDVIEW LANE SIGNED UNLESS THE SCOPE HAS BEEN _ SOUTHOLD NY, 11971 MODIFIED BY THE CLIENT. EXISTING — — — — — — — WALL I I REVISIONS: REMOVE CABINTRY, I \� j I TRUSTEES APPLICATION 9/3/24 FIXTURES, FINISHES I I I PERMIT SET 10/1/24 KEEP EXISTING WALL AND REMOVE EXISTING I AND PANELING IN PLACE I I BID SET 10/18/24 i I I I I SHEETROCK I BID SET REVISIONS 1/23125 2 I I I L—J I AND EXPOSE 7/71 -350.0 CAVITY I I 11 M III I 1 1 III BEDROOM 3 I I I PROJECT NAME: KITCHEN I I I SELECT I I I ,,'> I 11 WINDOWS TO REMAIN REMOVE HW HEATER I I I ii POST STRUCTURE TO AND ELEC PANEL I I i REMAIN RELOCATED EXISTING a ELECTRICAL METER ' C EXI� STING LOFT REMOVE EXISTING 04 o �' � _•' .w - - - - - -- `- - , - '' `"• I L ABq E TO BE REPLACED I FLOORING o REMOVE EXISTING / CONCRETE ' ;' �. /�/ /� %/ ! ' t/; y f / �,i' '�r�//' ;/i '�' ' STOOP00 00 F CN ' BO o , : +, ; ; _ , , - U) 0 i•' /' II , ' , I r — ____— �I DININGRM 101 - I 41 /^-/ , � ,fI /', _ �, r`f./ ,r r' •• y' , ,.'''�f''' /.,• ,i�f' Y,, � �'-- - -^i I ) I II I PROJECT ADDRESS: GAR Y,/ ,,: -,' ',lj;,,,`/_/,� _ ��; � '• ' / i` ;%j, - ---- -- --------- -------------------------------- SOU OLD365 VN 1971IEW E 4 --- j - _ _ - ;, f ; , _ �'.� •,. , , . ,..' ,� - _ III ! � /' �`'/• I / HALL I I / POST STRUCTURE TO / ;- .,%= � - - , - - 'i/, -/ ,�;� • - I I �i I I i I RED A i% / . ./' /f ,': i' /•ii /, f/, / ' ; %/ f /� /'f I IL — I I I T I REMAIN I ��E RCh'i BEDROOM / — LIVING fj L- - --------— ----- --- RM L------ REMOVE CEILING i I REMOVE EXISTING 436 TILES SHEETROCK FOF NEB AND EXPOSE i� CAVITY I DRAWN BY: Author PRIMARY \\ I I �r 1/23/2025 4:39:20 PM BEDROOM ' I I r KEEP EXISTING WALL AND DATE: f `� �!` ` �'. '`` ;'' • / ./ /, is I I I I I I AND PANELING IN PLACE I SCALE: As indicated DRAWING SHEET NAME: CNI DEMOLITION PLAN E1111 REMOVE PORTIONS FOR NEW 21' - 11" IL 15' - 3 1/2" WINDOWS 2' - 1/2" 3' - 10" I 1 1 DRAWING SHEET NO: 65' - 11 1/2" Level 01 Demo Plan SCALE: 3/8'=1'-0" DMml 0000 i ARCHITECTS: CONSTRUCTION LEGEND SAMUELS+ NOT IN SCOPE D B A STEELMAN C NEW CONSTRUCTION 18' - 10' 13' - 5 1/2" ADDRESS: I I EXISTING PORCH I I 25235 MAIN ROAD 1 ABOVE ALIGN NEW 12"SONOTUBE CUTCHOGUE NY 11935 DENAO -350.0 4'-1" DOWN 3'BELOW GROUND 631-734-6405 WALL r -------- -----------7 (TYP) T06X6POST FU URE OUTDOOR I 7- 7 I CONSULTANTS: SH WER SLAB ENGINEER: EXISTING WITH CENTER DRAIN d. _ :'\ r� i i I i EXISTING STAIRS MARESCA &ASSOCIATES WALL 2 4� -351.0 I I I RELOCATED INTACT 188-04 W. MONTAUK HWY �a� HAMPTON BAY, NY 11946 ---------=------- ------- —��__;d--z—��=- -I -------------------------------- OWNER: WA 1 DON AND LINDA COSTANZO ----------------------------------- -------------------------EXTCMUFOUNDATIONWALLS- ; 3651SLANDVIEWLANE SOUTHOLD NY, 11971 I I I I I I I I I I ON REVISIONS: vkz I 2' - 0" EXISTING 8"CMU BLOCK i i TRUSTEES APPLICATION 9/3/24 2 FOUNDATION ON 8"X 16" I ; � PERMIT SET 10/1/24 -32 I P.C.FOOTING CONTINUOUS , BID SET 10/18/24 I I I 10' - 7" BID SET REVISIONS 1/23/25 I y I EQ EQ C' Q I I Z 5' - 01/2" 41 - 111/2" �I ' =' NEW 12"SONOTUBE `LU I i i EXT FJ X6 @ 16" I w �' i i PROJECT NAME: NEW DOOR.REMOVE , � CONCRETE STEM WALL DOWN 3 BELOW GROUND c., i I W ,� I I I PROVIDE NEW SP Y FOAM R-19 INSULATION NEW 6X6 POST AT LOCATION (TYP) TO 6X6 POST c� I 1 2.1X8 PT m i i 3' 0" I ON 3=16"POURED CONC. EXT FJ 2X10 @ 16" — w i I OTING.POST ABOVE, TYP m — r----------, I i EXT CMU WALLS NEW 3.5112"LVL I 1 N J I I I I I I I I , a 1 � � I I I I I / I — EXT FJ 2X6 @ 16" i i - '` I 2X6 @ 16"PT DI I '�.:�,•'�,/.` j. i� •,e/ /� / ;/' ✓'/ ;' - /� / /' /' �~ / ,' fI/ !f '/�// ,.� -/�/ f�° / _ I L— � I � I 1 ' - 4" � , r- /.'• j` / / f / ,: ; ''r / / / / ;; I— — — , EXISTING CRAWL SPACE , �/ l '' f ! • '/' /; /` / /i /. I EXT FJ 2X6 @ 16plml 0 I I I / / /''�: ;''`-,�'�`� i ;c'-�� ;'"' _,l �•„ _�,,. ,,' � NOV�/ORK� %�• ' '�-�/;f. '• '�/-<_',/ ' � — — � —I — — — — — — — — — — ! �— — — ^S NEW TECOS CONNECTIONS ATBOXBEAM I I NEW 6X6 POST ON 3X3X16"POURED CON I EXISTING 2X10"LEDGER SPIKED I I N FOOTING.POST ABOVE. P. TO BOX BEAM. TECO FLOOR JOIST I I �/ 'r ./. /,'�•r-,.�: - -/`; .✓,.�f-� / - ;/.� /,;..,:,./•,.i I , i i CONNECTORS 31 011 0 ---------------------------- EXT I I EXT CMU WALLS 1 NEW 3 5112 LVL EXISTING P.C.SLAB W/6X6 WWF o ;. " ;i` % '' '`,;'- •" 'COMPACTED FILL r EXTCMU FOUNDATIONWALLS PROJECT ADDRESS: /�. 5 1/2 1 1/2 I 1 3651SLANDVIEW LANE SOUTHOLD, NY 11971 AREDAR ,� ,� N J EA T . ✓ EXT2X6FJ 160. . N @ C EXT 2 X 10 FJ @ 16 O.C. • '. '_ ,'�, Y !.. :.✓; y% / ,' %/ cr PROVIDE NEW SPRAY FOAM R-19 INSULATION 's PROVIDE NEW SPRAY FOAM R-19 INSULATION // •/� 'ff/`�/( ,''`•` - / /'Y f '� ./ Y'� ' / ./f r'// / / / ! ,/ - ,�� ",� ' 1 � _ V I I � � '�t r si ------------------------------ I `; ,/`,- '' �, _/' ,�•-�' % .1- •�•/- %-;; ;�;'� .i ', /:, ,/ , / ./' �,� �----------------- ------------------- ------------------------------------ ------ ---------------------- ------ --------� � DRAWN BY: Author ;! , �// , , /!,•' ,/, ;�`' :t/,/ �.�/' ; / ° % - :/;>y EXT CMU FOUNDATION WALLS I DATE: 2/4/2025 2.16.46 PM I SCALE: As indicated ~:e \\ . j\\\\ \,\ ' :\\ •a �- -J DRAWING SHEET NAME: ��z: o ,< 0'• J d ° FOUNDATION PLAN `r NEW PRECAST SLAB AND RETAINING WALLS r d, FOR 250 PROPANE TANK NEW AC CONDENSER MOUNTED ON WALL. - - - - - - CONFIRM STRUCTURE SUPPORTS BRACKET DRAWING SHEET NO: 4' - 10" FOUNDATION SCALE: 3/8"=1'-0" 00000 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 BE PATCHED AND SKIMMED AS NECESSARY AND PAINTED WITH LOW VOC PAINTS. -3503 STEELMAN 5. A LICENSED ELECTRICIAN TO PERFORM ALL ELECTRICAL WORK. C D g A 6. WATERPROOFING IS REQUIRED IN THE BATHROCMS. THE WATERPROOFING SHOULD EXTEND UNDER THE CABINETS AND UNDER THE TUB IN THE BATHROOM. 10' - 2 1!2" 8' - 7 1/2" 13' - 5 1/2" 8. A LICENSED PLUMBER TO PERFORM ALL PLUMBLING WORK TO CODE, ADDRESS: 9. ONLY LOW VOC PAINTS AND FLOOR FINISHES SHALL BE USED. I I 5' - 0" 5' - 0" I 25235 MAIN ROAD CONSTRUCTION LEGEND CUTCHOGUENY11935 631-734-6405 CONSULTANTS: NOT IN SCOPE EXPOSE CAVITY OF 9' - 6 1/2" 8' - 4" � � � � � � ENGINEER: WALL FOR NEW R-19 2' - 2 1/2" 2' - 6 1/2" 2'- 5 1/2" ; ; 13 - 2"; MARESCA &ASSOCIATES BATT INSULATION I I I ED2 i i i i i 3 I HAMPTON BAY, NY 1 946 NOW OWNER: CONSTRUCTION 0 ER: 1 DON AND LINDA COSTANZO 2-7 /4"LVLHD I � � � _ DEMO - �L - I - I - - 3651SLANDVIEW LANE WALL I I o SOUTHOLD NY, 11971 EXISTING WALL NEW EGRESS WINDOW CN L M AND PANELING I // REVISIONS: EXISTING OPENING: 13.0 SF , - -_� - _�,,eT,,.,,,,�o� N�--�_ TO REMAIN 1 SILL: 36 1 3.2X8 HD L - / TRUSTEES APPLICATION 9/3/24 WALL „ � „ � F � � W 2-9 X H 4-5 , i L _ _ I PERMIT SET 10/1/24 2 1= I - - -- - DINING 10/18/24 -350.0 N W4 N 2X8 @ 16"CJ 7 I I L J 105 - - BID SET REVISIONS 1/23/25 LO OVERHANG ABOVE EXISTING SKYLIGHT - - J _ NEW 4" MAHONGANY (REPLACED) KITCHEN I ° - NEW KITCHEN I T- DECKING PER SPEC i 104 I ° ° I CABINTRY AND w PROJECT NAME: 00 RELOCATED BED 2 I APPLAINCES ELECTRICAL METER 5' - 0" 5' - 1" 103 0 r'-- � I I L — — JOf ALLOWANCE: NEW i i i NEWHD PAINT ON ; D1 —3-2X8 HD Of EXISTING BEAM 2-21X 8" - - EXISTING WOOD UP 2-2X8 HD REPLACE WITH 2-9112" 2 SHINGLES 1 ED3 I �1 _ 8 1 2" 5' - 9 1/2" -351.0 � � I EXT.POST ' c ED2 LU NEW POST \\ I w 2-.2X8 HD = C NEW SLATE W I y LU 0 FLOOR W/ FLUSH NNE HD I i ATTIC AND WALLCt TRANSITION 10' - 8" -- ----CT CL --- - I -- ---- x TO ROOF ABOVE N AIR HANDLER IN = N - 3.2X10 HD ATTIC T- ' - - - - - - - - _EXISTING RIDGE - - - „ NEW PULL DOWN o HATCH TO ATTIC o DECK _ 5 W/STAIRS Cn N , , , _ . 1-GARAGE NLLJ • , . • .• _ _, _ , _ �", . EXPOSE CAVITY OF - , , 3 HD 2X10 I � c' , 0 WALL FOR NEW R-19 ;. O , TT INSULATION - - - _ • ' • I S , , y . 0 4 1 ' 8 6 1/2 BA ON N 3 4 1/2 2 4 3 5 1/2 N ST , I / , _ „ , _ , v - - EXT.POST . .. _ - •. • ,- . , • - `, - , • . . - , • -_ ~- ' -I:,•'.•• •�-_ _ ", •'-.- 'NEW SKYLIGHT' • " - , ' •._ .- ,_ _ ' • - • / IN NE�IV_L�JCAT�ON N 3.2X 1 HD EXISTING BEAM - D - -wo REPLACE WITH 2.9112 o PROJECT ADDRESS: L365 • •• • . • • 3 8 HD SOUTHOL ISLANDVIEW LANE Y 11971 N "b 2X _ _ D, N CONFIRM � i N HALF WALL 2 p � F i WIC ( `- �n WITH ARCHITECT I lo' VW I o 108 I � Cn W x l D2co - c�, N �, PRIMARY BEDROOM I V N_ N_ L D4 o i EXISTING RIDGE 107 I � o " NSW GAS-INSTANT - _ / ��WH/DR � N N = rck: r� •HOT•WATER tHEAtER o PERac P. BATH - - - EXISTING WALL AND , , , , II LL, , _ _ • _ - ••- • • - PANELING TO REMAIN 1 , , , . _. _ . _ , _ , . •. ,. - • - •- - - - - 3 2X8 HD , W . - - - , - . - . . : , - . • - • - - • ; . • - • - • , , ,- - •- - CAB V I � \\ 2' - 211 6' - 71/2" U; 2' - 2" aUc�i VV H - - - - - - - - - - - - - - L - DRAWN BY- Author 2- H 2-2X8"HD zo 2.2X8"HD DATE: 212412025 12:01:22 PM WIWI, 5 SCALE: As indicated 2' - 5 1/2" ` ` ' ` ` ' DRAWING SHEET NAME: 1 1 1 51 - " 1' - 10" 1' - 10" 8' - 91/2" 2' - 3" 2 NEW PAINT ON CONFIRM 7' - 6" 12' - 10 1/ ' I 1 I SHINGLESWOOD CONSTRUCTION PLAN 1-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" ■ i ARCHITECTS: SAMUELS+ 1 STEELMAN C -350.0 D B 10' - 2 1/2" 8' - 7 1/2" 13' - 5 1/2" ADDRESS: ALTERNATE 25235 MAIN ROAD NEW HALF ROUND GUTTERS CUTCHOGUE NY 11935 CONFIRM EXISTING GUTTERS FUNCTIONAL 631-734-6405 I I CONSULTANTS: EXISTING R OF ; ; ; ; ; ENGINEER: • MARESCA &ASSOCIATES 188-04 W. MONTAUK HWY HAMPTON BAY, NY 11946 OWNER: DON AND LINDA COSTANZO 3651SLANDVIEW LANE SOUTHOL D NY, 11971 -- REPLACE EXISTING SKYLI HT W" IN EXACT PLACE -351.0 REVISIONS: TRUSTEES APPLICATION 9/3/24 2 MIT SET 10/1/24 -350.0 BID SET 10/18/24 BID SET REVISIONS 1/23/25 NEW 2X8 @16" RR WITH 3/4" PLYWOOD, EXISE TINGNG SLOPE LATH UNDERLAYMENT, I { I I - PROJECT NAME: AND ASPHALT SHINGLE ROOFING 2' - 1%2" EXISTING SLOPE EXISTING ROOF rV........... { { 1 LJLJ I — _ i .... : , : ........... ...... ........ ,., v..r... . .. .. . .. .. ._... .. , ... , ,, III . . _ 1 F_ 0 I N . ...... ....... EI ...... : NEW SKYLIGHT IN NEW LOCATION I; — �.......... EXIS TIN SLOPE EXISTING SLOPE 365 ISLANDVIEW LANE G SOUT - .. .. _ . HOLD NY 11971 _ EXISTING SLOPE _ ,.. ROOF NG _ . LOP _ . , {. t NE JEANS " , T ff s' ' F EXISTING SLOPE -4436 I' OF NEN DRAWN BY: Author j' DATE: 11281202512:40:02 PM i - - _ I I DRAWING SHEET NAME: EXISTING I I I ROOF PLAN ROOF DRAWING SHEET NO: ALTERNATE: NEW HALF ROUND ROOF GUTTERS CONFIRM EXISTING GUTTERS SCALE: 3/8"=1'-0" Am250mOO i ARCHITECTS: NOT IN SCOPE GFI GFI OUTLET SAMUELS+ (NON TYPICAL HEIGHT) O DOWNLIGHT MOUNT) 220 STEELMAN 22 VOLT OUTLET ODOWNLIGHT ON SENSOR S (SURFACE MOUNT) WET ZONE GROUND-FAULT CIRCUIT W INTERRUPTER RECEPTACLE RECESSED LIGHT FIXTURE (QUAD RECEPTACLE ADDRESS: (H=NON TYPICAL HEIGHT) 5235 MAIN ROAD SMOKE DETECTOR ' CUTCHOGUE NY 11935 $ SWITCH(VIF) 631-734-6405 OCEILING FAN $D SWITCH ON DIMMER(VIF) CONSULTANTS: CHANDELIER ENGINEER: I I I I I $T THREE-WAY SWITCH I i i i i i MARESCA &ASSOCIATES _ ' ' ' ' 188-04 W. MONTAUK HWY L1 HORIZONTAL COVE LIGHT ''- I I I I I ' ' i i i i i i HAMPTON BAY, NY 11946 I I I I (SPECIFY VIA SHOP DRAWINGS) SCONCE I I I I I L H (H=NON TYPICAL HEIGHT) 2 _ _ _ HORIZONTAL SHELF LIGHT OWNER: (SPECIFY VIA SHOP DRAWINGS) THERMOSTAT / DON AND LINDA COSTANZO H (H=NON TYPICAL HEIGHT) SH ROLLER SHADE ��0 Lin SPEAKER I a Q 5__= 3651 SLANDVIEW LANE SPEAKER _ _ , SOUTHOLD NY, 11971 H H=NON TYPICAL HEIGHT — — ( ) SOFFIT LOCATION I I I 7 I _ L �' I � REVISIONS: (CONFIRM DURING CONSTRUCTION) EXT EXHAUST — I H i------ — — Vent Hood I -'� L _ i '\\ TRUSTEES APPLICATION 9/3/24 #DROP CEILING DROP HEIGHT I i ioG-) JUNCTION BOX - `-- PERMIT SET 1011/24 - - \ �;1 J BID SET 10/18/24 � DATA/ETHERNET OUTLET ` - J (H=NON TYPICAL HEIGHT) I I w I \ /TW ' ' \\ EXT BID SET REVISIONS 1/23/25 DUPLEX RECEPTACLE _-- / mo— - qp (H=NON TYPICAL HEIGHT) ---- / ` o 2 I DINING\� II �� idPROJECT NAME: 3 'KITCHEN 0REFLECTED CEILING PLAN LEGEND ,� i• \\� CEILING � ` lets --------------------- / ae I I I I I I I NEW Il c $� / D af I I I I I I ENTRY - - I I -VECK src a\$ NEW DR. / W OPEN TO ABOVE i i O O I + I + 6 - 8 11 jy, -,• ,;�',f� ./ e'er + ,'I I � I I I I n AA + ' 9 1/2 � DINING �, ; REPLACE EXISTING LIGHT FIXTURE. .. j / I . I �,= _. , . , </ ,_ ,., • ; ,,: j I 1 I � , \I ; NEW BATH ; . 102 . '\ '. i \, �. WIRE TO SWITCH LOCATION U ' src J � IBA SIC PROJECT ADDRESS: - - - - - - - - - - - - - - - - - - - '�' % ---- ------- 3651SLANDVIEWLANE SOUTHOLD, NY 11971 i� I ,y GAS HO U�, ............L. w PRIMARY BEDROOM I ^ 0 107 WIC 5�ti RCy� ;. / / II I / ♦ E JEA T 108 , Y l/ �, ,- r • , / __. ' I NEW GYP BD. CEILING L I S� ,CATHEDRA 04436 CEILING EXISTING I \ -/� 109 I OUTLETS TO REMAIN IN/ +'` I �] - - - - - - - - - - - - - - - - - - �- - DRAWN BY: Author , I EXISTING WALLS / EXT DATE: 1/28/2025 12:44:05 PM - - - RXTSCALE: As indicated - - 1 ' - - � \ - ' " DRAWING SHEET NAME: Fy POWER/DATA PLAN DRAWING SHEET NO: RCP 1ST FLR SCALE: 3/8"=V-0" Am275000 i ARCHITECTS: SAMUE NEW EGRESS WINDOW OPENING: 7.3 SF .... LS+ _.. . EXISTING ROOF 31/2" FLAT PVC TRIM WITH DECORATIVE ........ ...... STEELMAN EXISTING SIDING DRIP EDGE :: - m.: ........... DR E G Level ATTICVL 14'Level WINDOW LEVEL 4" .... 12' 4n ...... ......... Mm _r. .. , - - _ - Level 1 ST TOW 25235 MAIN ROAD - - - CUTCHOGUE NY 11935 631-734-6405 ........... `Y' ..._..........._._.._..._. ISTING INDadI�..................,.. 1 - - - - o Level GARAGE CEILING CONSULTANTS: M b - - 8' 4n ENGINEER: COND --RF. - -- -- PROPA 00 00 MARESCA &ASSOCIATES NEW EGRESS - -� -j - TANK - _ 188-04 W. MONTAUK HWY � HAMPTON BAY, NY 11946 _ Level01 OWNER: 3'-6n CMU RETAIN. _ Level GARAGE DON AND LINDA COSTANZO EXfSTIIG CMLI.FOFJNQATION - "WALLS r 365 ISLAND VIEW LANE : CIO 4n tev_ UND SOUTHOLD NY, 11971 Oil / / / k/` / f r1l / , REVISIONS: /'`� SIGNS: TRUSTEES APPLICATION 9/3/24 LeveIFOUNDATION PERMIT SET 10/1/24 BID SET 10/18/24 Proposed South BID SET REVISIONS 1/23/25 SCALE: 114"=1'0" / NEW SKYLIGHTS PROJECT NAME: NEW WINDOWS EXISTING ROOF EXISTING CEDAR . SHINGLE SIDING - - _ � - - - - TOW Level 1 ST EXT. SCONCES - _. 11'-0" ED2 � . .�. _ ... . ...._. rv::;.-. W; W.... ._ ems: ... ,= .._.. ... . NEW 31/2" FLAT PVC TRIM NEW 1 NDOW .............................. _ _ ... .. ................_....... ......... .................................. - - Level GARAGE CEILING VVITRUECoTv nVE - - - ��-- - . - - - - - - - - - - \ � DRIP EDGE W3 ............................_....... ch _......................... ED3 00 � - R 0 Lev 1 y _ ;I. ;< _Xl`. FOUNDATO"NS _ , ` N DECK Level GARAGE � Q — ' /, , ,', � / / , / / i /: i / /, /,, f, ,/ ./ / // f /; / f,, / ,/, /, ,,/•; //, is ,f / /.' —// / i / / , 4"-� Level GR u I�EW 1 n O,Od E OV ,'!" R M // / / /;/� i ' ;; I I•�W O6,SI-AT /i f /. / , �NELUN(3ER DECK: � T f00 OTi Level FOUNDA N ,' / ,' , ,CON/( E. AHQ GAY j /` / f n /" i / i / % : ; / / / :" i / i Proposed North //' ;. 3 I� �// f SEE SECTION 1/A0 -352 2p / �, ,' ,� �" j' /i ,' ,/ ' /' ; /f,� ';� f/, ;%/ �OAf�f.�� ` ' �i i` j� �/� 'r `` '' � / i FOR ELEVATION SCALE; 114 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: 31/2'" FLAT PVC TRIM SINGLE SIDING 365 ISLANDVIEW LANE PAINT ALL TO MATCH EXISTING SIDING SOUTHOLD, NY 11971 AROUND NEW DO EXISTING ROOF EXT. SCONCES EXISTING ASPHALT EXISTING SHINGLE ROOFING WINDOWS NEW EGRESS WINDOW - OPENING: 13.0 SF - 2' - " LNG - - - - - - - - - - - - - - — - Level- LNG E�1,I 66CEILING 6" Level .. Level 1ST W Level 1 ST W 11 0 W4 NEW 11'-On i n EGRES _ _ _ _ _ _ _ Level GARAGE CEILING 1 1 WIN. 0 8 -4 0 ao ao M - _ = Level _ _ - Level 01 - 6_ DRAWN BY: Author - - 3'-6" DATE: 212412025 12:01:27 PM EXISTI,N�AMU `� EXISTING CMU FOUNDATION �o SCALE: 1/4"- 1'-0" FOUNDATION M Level GARAGE Level GARAGE DRAWING SHEET NAME: /l %' '` / ' / - Level GR D d f / - / / ELEVATIONS S / n ii / / i IFOUNDATION Lev Level FOUNDA N / / 1 / / DRAWING SHEE T N0: X b0lll�llll 3 / 3 0 Proposed West Proposed Ea SCALE: 1l4"=1'-0" SCALE: 1/4"=1'-0" Am300mOl I ARCHITECTS: 2 -400.0 EXISTING RR, PLYWOOD, LATH UNDERLAYMENT, C EXISTING RR, PLYWOOD, LATH UNDERLAYMENT, D B AND ASPHALT SHINGLE ROOFING. EXISTING A AND ASPHALT SHINGLE ROOFING. NEW R-30 BATT INSULATION WITH GYP FINISH SAMUELS+ -------------- R-30 BATT INSULATION WITH GYP FINISH ---------- EXISTING RR STEELMAN N " MA SSA EXISTING RRMA RN mq6A , Level ATTIC PLAN N - 12'-4" �9 NEW CJ 1X8 @160.C. — — — Level CEILING ADDRESS: Level 1 ST TOW 25235 MAIN ROAD I I OR SIZE 11'-0" CUTCHOGUE NY 11935 Am350mOO 631-734-6405 I ' CONSULTANTS: EXT SIDING, NEW R-30 BATT ��' W2 \ �,' W2 \ /,' W2 \ EXISTING WINDOW ENGINEER: INSULATION BTW STUDS. NEW I � � � � I •------•• I ,� D 4 — EXISTING EXTERIOR WALL MARESCA &ASSOCIATES GYP BOARD FINISH DINING WITH EXISTING SIDING. 188-04 W. MONTAUK TES 105 NEW INSULATION AND GYP WY HAMPTON BAY, NY 11946 i KITCHEN i 0 BOARD 00 104 OWNER: BED 2 I DON AND LINDA COSTANZO 103 o ®® `®' ® 365 ISLAND VIEW LANE SOUTHOLD NY, 11971 REVISIONS: TRUSTEES APPLICATION 913/24 _ _ — _ —Level 01 PERMIT SET 10/1/24 EXT FJ W/NEW SPIR FOAM INSULATION R-30 3 -6" BID SET 10/18/24 . - • ; .. _ • . • . - -, •. _ . _ - • - . - - --�=-�- -�:= - -� - -i-�= -� �=..- • - , _ - . - '-.- - -• • • -. . •• _ • •- - , BID SET REVISIONS 1/23/25 EXISTIKG CRAWL-SPA E { Level GARAGE PROJECT NAME: _ 4 _ — — — . • ;— . - •- •—. •_ -- �. — - - - _ - ._ • •— :,- ,. . .- - . — . . .-•- , . -. — - — - . � _ ..- • - • _,_-. - . : - ,— • - . ,• —. - - • - . . - — — — Level GROUND FE i 6X6 POST T0I GIRDER I-1 1 1-1 1 1—I 1 1—III— I i ) I I III—III—III— — I I= EXISTING 8" CMU BLOCK _ _=NEW PC FOOTING FOUNDATION ON 8 X 16 = =1 I I =I _ _ I —� I_ I SEE PLAN FOR SIZE = I -I I—P.C. FOOTING CONTINUOUS —I I— I = I _ — I = - III III III III I n EXISTING 8 CMU BLOCK I = — _ — I _ — Level FOUNDATION FOUNDATION ON 8"X 16"—i I — 1 4_ -3'-0" P.C. FOOTING CONTINUOUS= I I,.1_y1�I ,., I � -� I- I I� I -I I - I I I I IIII-I I =III I I I- I 1 - I I- - I -I - III � I I—III III IIIIIIIIIIII—IIIIII—IIIIIIIIIIIIIIIIII—IIIIII—I � IIIIIIIIII � I I IIIIIIIIIIIIIIIIII—I � I—III—III I I � I IIII I I I I IIIIIIII 2 3 EXT RIDGE BEAM 4 2 Section 4 - SCALE: 1/2"=11-0" _ O NEW ATTIC STRUCTURE. NEW FJ I � I AIR HANDLER LOCATION SUBF@LOOR.IRH 3/BATT�OOD U�A�IONR30 RRN�c�Bq�/�� INSULATION. gAT�'INS �SU�gT/p E RRNEW NR3 POTENTIAL DUCT LOCATION _Level WINDOW LEVEL 14'-811 i i r/NSU�4lj0�, Level ATTIC PLAN X�RR AIR HANDLE ,�R3 1 '-4" O NE FJ 1X8@16 WITH R-13 B TT INSULA ION NEW CJ 2X8 @ 16"OC _ — — Level CEILING EXISTING EXTERIOR- — — — — — — — — — — — WALLS. NEW CLOSED 2X4@ 16"OC Level 1ST -W� 11 0 CELL INSULATION I PROJECT ADDRESS: 11 BTW STUDS. 2X6 WALLS ' EXISTING CEDAR W/ R-19 INSULATION ' 3651SLANDV/EW LANE SIDING TO REMAIN. SOUTHOLD, NY 11971 SEE INTERIOR _ ELEVATIONS N PRIMARY BEDROOM BED 2 CT CL BATIK\ 107 RED A Q103 114 102 -� 00 �E JEAfi/Cy�� 0 o EXISTING EXTERIOR I o o WALLS. NEW CLOSED CELL INSULATION BTW STUDS. SEE INTERIOR EXISTING CEDAR yl� cn 2X6 WALLS SIDING TO REMAIN. ELEVATIONS 9EE I T LEVIW/ R-19 INS ION, • �4T O Level 01 OF NEB 31-6" EXT 1"X 10"FJ @ 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"_ V-0„ EXISTING,CRAWL SPACE r ; _fXISTING',CRAWL SPA C EXISTING CRAWL F ' • - S-ACE- DRAWING SHEET NAME: 001• - 001', . - - .. . 001 . _ -• . _ - Level GARAGE .' - NEW 6X6-POSTS " Level GROUND SECTION _... — . ... ._. .. _..• ..._ I a - - _. _. _._.. II I d. I 1 _ , I ..... 1 ......... ._ ..._.... ....... i.... ( : d I I I -.... I I is ) : . , . I ,... ' i , - , I : I I > ' . � I I , II 1 • • I . wl' -i i ; v I , : i _ : 1 1_ i : I_ , ; , I I . ( : . ( III , __ :-1 ..................� !..._......._._.: .. i -- -- I ._. .._..... I ;._._............: .....__..-.... : i : ; , , i ! I - _ I _ i:::..._..._..:. i ! :.......... I..._............ ................. ........ ! _..._._......: :... ... ............ I...................: n I I ! I I I ( I I ! I : .... {I DRAWING SHEET N i IL : NEW 8 CMU BLOCK I I ,... - - — _........ __._. _ I ! I L... : I ,_.... _. . ._...... _..._.._.. . ._._...__..__. -.._._. -...._. . I _ _ _..- _._... I i I 1 — . I — n I I..:I l ! i "- I FOUNDATION ON 8 X 16 I I (..............-: :FOUN - _ € I I I ! I + ! i I ! i i ! I I I ' ! ! € I ( I I ! ! ! , I ,...._........................... I i - -................. I I - -._... ...._.__......_ . .._..__ _.... -- -.............I .....--. _......... I II __........... I ..._........_.. - ..._... ................... I .................. I . I. NEW PC FOOTING ........ ...._._... P.C. FOOTING CONTINUOUS I..............: P.C. F I I ! ! 1.. ..._.... SEE PLAN FOR SIZE1 1 _.. DOTING CONTINUOUS I : , ! , : I :, - I- — — _ _ — _. - Level FOUNDATION _...... i , : I , iI I __.. Off I I I I I I... �.... ...�......._..... d I I . I _ .................... __. . .._....._........ __...._.......! _......_......... —...I , I � I 1 I _ I . I , , : , i —..... I.............. _ _..... ! _....... —.._.._ i Section 1 , , I I I , , I 1 I 1 ..._! ........._ _.......... I _...__... __i ; ( ._( , 11 1 M t , ! : I _ . I I 1 I I I.................. SCALE: 112 0 — I III I I I III III Ili I 1 i ! 1 I { I I I I I I I I I I l i l 1 , I ! i l l I I , ;.. i l._. 1 1 ... I ! I ! I ......._.! I ;..:..__:_.._..I I I..._.. :..:......:.._'.._....I_ I_, __1 1 , ,_._.._..._L...�..._..'..:..� ARCHITECTS: . _1______ ,1__� -,�_� /----,\ /---,\ /_____1 /----\ I ____� I SAMUELS+ ,I,-------_ Y, - I y - i�� I I2 STEELMAN . �� - _ �::;;:x � � �- - .,�___ - — - — -y 1 - - - - - I 11FX/sr�� I Level ATTIC PLAN p GR 12'-4° ADDRESS: - - _ �X1S��N — _ - - - _ - - _ _ _ Level CEILING 25235 MAIN ROAD -=- - --------=---------------- --------- : =-- ----- ---_ ---- - - 11 0 --- eve T TOW CUTCHOGUE NY 11935 -------- -------------- I �� 631-734-6405 CONSULTANTS: I ENGINEER: W4 9 EXISTING RR, PLYWOOD, LATH UNDERLAYMENT, MARESCA &ASSOCIATES D 4 I �2 -_ I > W5 T // U-) AND ASPHALT SHINGLE ROOFING. NEW 188-04 W. MONTAUK HWY R-30 BATT INSULATION WITH NEW GYP FINISH L==j I a, I HAMPTON BAY, NY 11946 _ --" - � I EXISTING EXTERIOR WALL OWNER: WITH EXISTING SIDING. - \\ C t F- �\ o NEW R-19 BATT INSULATION DON AND LINDA COSTANZO _ AND NEW GYP BOARD 365 ISLAND VIEW LANE o III- SOUTHOLD NY, 11971 I I = J REVISIONS: TRUSTEES APPLICATION 9/3/24 Level 0.1_�� PERMIT SET 10/1/24 i - - - - - 3 6 BID SET 10/18/24 ' ' - - • - ° f, ," • ' - : -', _ 111. .- : _ •" - - , - 1- ' ;" , n ' . _ EXT FJ W/NEW SPRAY FOAM R-30 INSULATIO I II . BID SET REVISIONS 1/23/25 • f , - • - . _ - - ' " -, _ EXISTING II , . - • , - . - - • - . 8 CMU BLOCK ' ` • - ;.j ; - I. ' . '- • / FOUNDAiI N N " " . • •I • , • - - • - . , - . - - . " •- - • - - • " . , . . '.EXISTING CRAW.SPACE 0 0 8 X 16 , • - . , - • . , - - , . " . " ' - , - ' , • P.C. FOOTING CONTINUOUS , - " . . " '- . : . , . , - . , - • , - - • � . • _ : :, . • " : , - , _ - • . � • , , - ` �.0`0�1--• - , • - PROJECT NAME: 11 1 . 1 . _. - - ; . , _ ` , , • , - _ _ , _ - , _ - y"- ." . . _ _ ', - . . • • , , _ _ . _ _ _ _ _ Level GARAGE - " - - - - - • , . - - - - - • - ' " • - - - , - . - - - _ - -- _ ", _ Level GROUN4R ; _......... ....._...... :�g 0 (. I i.... I I .._ - --- . -- -- --._...I -- - _ : , , I : : ... ..___..._.._. ...... ! ! 1 I !_ ..........._....... _._..._. — — __ _............. _._.__._... I ._..__..._ — — ..._.._.. I ( _.._.._._. .._.............. I is II i1 I ! , II __ I : 1__._...I - - y— ,.._...... , -1 _ I I !.... .......................... _ I ! i ! I I , iI _............... _......... . ...._... .........:_:...... , I ! I... 1 , ._. __._..-_.—. - --- -—.- .__._...._.._I I ....._. _.........i I................... 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I.._. n Iu _... , I � I...................i , . .._ I I I I II I I . : : 1 .... — -- _. ; 1 ;...._... SCALE. 1I2 1 0 �--! 1 '--i i : ! 1 I-----I i , i I .��.! ! :—__ i ! ! I__ _, i——--. ,----- , , .. .... . : : .... a_..__... , ... ,__..__^_1 _. � i I ! k !-----I f .�_: � !-------i 1 ,_�! EXISTING ROOF STRUCTURE EXISTING R-30 BATT INSULATION C D B EXISTING GYP BOARD CEILING A 0 . - N �MMM EXISTING RnRED M RM UMM� ___" &T Em NMAM EXT RR-"--,- @ 16" _ mmRm " � NEW BATT R-30 >< < INSULATION 1 BTW EXT RR ATTIC EXISTING CEILING - GYP BOARD I EXT 0 201 - LOOR EDGE WINDOW NEW FLOOR STRUCTURE. NEW FJ S UCTURE 2X8 @16"WITH 3/4" PLYWOOD O SUBFLOOR AND OAK FLOORING - _ _ _ - - - - - - - _ - - - - _ _ _ _ Level ATTIC PLAN- FINISH. R-19 BATT INSULATION. 1. NEW FJ 2X1O fi�^ 16"R-131NSULATION o 12' 4R 70 111.1 .. - - _ - Level CEILING C) 11'-6R Level 1Rif-Oil W . NEW ENTRY DECK WITH WIRE AND WOOD /\ �/ PROJECT ADDRESS: RAILINGS TO CODE POST IN WALL NEW 365 ISLANDVIEW LANE ' WINDOWS SOUTHOLD, NY 11971 = 31 I _--- / ED2 W3 D 4 'V' o o I I � 00 C0 o ' ®® 00. / �\ 01 . - � L , � — — NEW CORK FINISH FLOOR Level 01 - 31_611 DRAWN BY: Author a NEW GIRDER 3-51/2"LVL � -. EXISTING; GIRDER_ . _, - _ ., _ _ � DATE: 2/24/2025 12:01:31 PM � �, - ,� it I I I N . , - 1 -• - -. SCALE: 1/2"= 1'0" - - , - - . • • - • • • FXISTIN,G CRAWLSP_ACE - - - , - _ , . .' , XI�TING CRAVI(L SPACE " - _ ', - ' - ."• , ' - -,: . • ' - " . , • ' . • "' Level GARAGE DRAWING SHEET 1. - • - . • ' - " - _ _ . '': • : 401 , " . T NAME: 00 C:_ _' _ 4R [ - "7 ', _ �. "_• , - , . • _ _, - - — _ - - - Level GROUND _ . . ...... ..... .... ..... ........ ............ ... _. - - a ....... a , _........ _._ SECTION I I , . _._! I : ; ' : - 1 • - .. I —...._ _..... .. .. ..._...... . ! 1 i --.. _... _._. I I I I ! ( I I :................ _I I. i i 1- : , ! � : . is Ir . 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I , , , , .... _ ..... ..... [ I 1 : : I I i i I.... : _ _. _....... .....__.._._. . i ! i ! : : , I I I , 1 ! ! ! : ( , I I I I I I I I i i_.._........_ i I-tl , � i .... i :... ... - - i....: I I I : : , ! - i.., ; , I I , I 1 : ; , ! ! , i z , , : : .. i... ......... ......... I I I i.. 1 : I1 i , : . I i... : 1. i ; 1 I I _ , I I : ! _ - - ! ! : : : : _ ............ ......- — .......... __..._ I I I ! i i I- , : . ! 4 : I . I : : I I. I I 11 _...... ! I 1 .. .... .... ... : I : .. : I : 1 : : I I ! I i ! ! 1 1 I i I I I I i I _ .. .:.I ....._ ..._...... __.. ...._....- --. _._._ i , . !I 1 ; I : . I . . . . I . I ! : . . . II . li . : ! I I ! I ..I . ,._ I... „ -I : � I . . . : I- I : : I . . I ._III : . , ! , , I . I . I 1 . 1— I I . I . -. I : _**�.::::::::::�::i : , I 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) Type Mark SPEC TYPE ED2 2 SEE PLAN 36"x 84"x 13/4" HALF GLASS W1 Marvin Windows and Doors Ultimate UWCAPO2640 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 UWAWNPO3032 3 2'-6"x 2'-81/16" 25235 MAIN ROAD ED4 i SEE PLAN 216"x 84"x 11/2" OVERHEAD W3 Marvin Windows and Doors Ulimate UGL6040 1 5'-11 1/2"x 3'-111/2" CUTCHOGUE NY 11935 631-734-6405 W4 Marvin Windows and Doors Ulimate UGL5646 1 5'-51/2"x 4'-51/2" 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'-81116" ENGINEER: DOOR SCHEDULE INT W11 Andersen Corporation Awning 4 2'-6"x 1'-81/16" rp 9 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 i 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 D4 1 SEE PLAN 28"x 80"x 1318" PNT TWO PANEL TBD 3651SLANDVIEW LANESOUTHOLD 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. T 7" 5" 5" 5" 5" 5" SEE SCHED. PROVIDE ALLOWAN E co co N \\ N (V CV OR ENTRY DOORS PE co w o / o ' I o o / \ U) , w 0 ti \\ O I ti N ti 0 7" Ll ED1.2 D1 D2 D3 D5.6 SINGLE DOOR TYPES SINGLE DOOR TYPES SINGLE DOOR TYPES POCKET DOOR TYPES DOUBLE DOOR TYPES F� U) EXTERIOR DOOR TYPES INTERIOR DOOR TYPES 0 (M) 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 EDA Nc'yiT In V 04436 EpF NO`t W1 W2 W3 W4 W5 W10 W11 W19 DRAWN BY: Author DATE: 1/23/2025 4:20:39 PM SCALE: 112"= 1'-0" DRAWING SHEET NAME: WINDOW TYPES WINDOWS AND DOOR SCHEDULE DRAWING SHEET NO: Am600000 i ARCHITECTS: WIND-BORNE DEBRIS PROTECTION FOR OPENINGS Iq 01 STRUCTURAL REVIEW BY STERE MARESCA, PE 188-07 WEST MONTAUK HIGHWAY, HAMPTON BAYS, NY 11946 SAMUELS+ FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS PHONE 631 728 9480 ( MAXIMUM MEAN ROOF HEIGHT: 35') RIDGESTRSTA-LL GAGEROOF STEELMANRIDGE STRAP-ALL ROOF RAFTERS USE/OCCUPANCY 2 x 6 TIE @ EACH RAFTER ' IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA: I ° ICE SHIELQ UNDERLAYMENT SINGLE FAMILY RESIDENTIAL ADDRESS: SHUTTER ASSEMBLY I REQUIRED-24"FROM EDGE DESIGN IN ACCORDANCE WITH AMERICAN N.T.S. °a' " ° 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-RATED48/24 SHEATHING GRADE PLYWOOD I ` HEIGHT PRESCRIPTIVE METHOD 631-734-6405 (OVERLAP AROUND OPENINGS 4") ! \ ° ALTERNATE POSITION OF � f� ASSEMBLY: I I HURRICN E CLIP USE 35 0 MAXIMUM GROUND SNOW LOAD - 45 PSF. CONSULTANTS: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ °I FIRST LEVEL -40 PSF. L.L. #100" (w/WASHERS) GALVINIZED OR STAINLESS STEEL I LIVING AREAS -40 PSF. L.L. ENGINEER: WOOD SCREW @ 16"O.C. I SIMPSON H2 HURRICANE BEDROOMS - 30 PSF. L.L. MARESCA &ASSOCIATES ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: ( CLIP NAILED.FROM 188-04 W. MONTAUK HWY RAFTER TO STUD.- WIND SPEED - 130 MPH #10 TEE NUTS ATTACHED TO BLDG.w/t10x1-1/2 (W/WASHERS) I TYPICAL ALL RAFTERS FIRE AREA HAMPTON BAY, NY 11946 MACHINE BOLT @12"O.C. ��' I 5-8d NAILS EACH END RESIDENCE: X SEISMIC DESIGN CATEGORY - B I WEATHERING - SEVERE OWNER: APA\ e I v EXTENDED PLYW TOP OF TO PROVIDE 8d COMMON FROST LINE DEPTH - 36" PLATE. NAILS 4-O.C.AT OF ALL TERMITE - MODERATE TO HEAVY DON AND LINDA COSTANZO 3651SLANDVIEW LANE i SHEATHING. TYPE OF CONSTRUCTION DECAY - SLIGHT SOUTHOLD NY, 11971 I� \ CONVENTIONAL LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES REVISIONS: CONSTRUCTION TRUSTEES APPLICATION 9/3/24 II PERMIT SET 10/1/24 J I, I� ',0,,_MULTIPLE SECTION ASSEMBLY: BID SET 10/18/24 1/4"THICK BOLTS @ 2' OC I I I GENERAL NOTES BID SET REVISIONS 1/23/25 II II 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY [ 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. CONSERVATION I CODE,AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DESIGNED IN PROJECT NAME: 01 Of 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY I I PLYWOOD SHEATHING MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. I I I I I I I I TO OVER LAP BOX BEAM-TOP+BOTTOM. 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL I I I I CHANGES PRIOR TO AND DURING CONSTRUCTION. f � I LARCH STRUCTURAL GRADE#2 OR BETTER. 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE I I I I I I DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. SHUTTER ASSEMBLY I I I ( 2 x 6 @16"O.C. PLATE PARTITIONS, EXCEPT AS NOTED ON DRAWING. N.T.S. I I I STUDS 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 l I r I°j FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4"DIAMETER. 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND 23/32"APA SPAWRATED 48/24 SHEATHING GRADE PLYWOOD I I INSURANCE NECESSARY TO PROTECT THE ENGINEER (OVERLAP AROUND OPENINGS 4") I 1 VERIFIED BY CONTRACTOR(S)PRIOR TO START OF I HURRICANE CLIP USE CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. 2x4 STRONG-BACKS @ 24"OC �. ' �. SIMPSON H2.5A 4-8d NAILS I I FOUNDATION HAS BEEN DESIGNED FOR A SOIL 19. DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: I I SIMPSON MST27 BEARING CAPACITY OF TWO (2)TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. 1). PREASSEMBLE PLYWOOD TO 2x4'S:# 10x3" wl WASHERS GALVINIZED OR I 1 1/2"WIDE-20 GAGE LESS THAN 5/o. CONTRACTOR SHALL VERIFY THAT { ) I VETAL 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. I �' VAIL SHEATHING TO 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/ i 3d NAILS @ 4"o C. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. O � #10x3„(w/WASHERS)GALVANIZED OR STAINLESS STEEL , 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 ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: ON EACH LEVEL OF DWELLING AS REQUIRED BY #10 TEE NUTS ATTACHED TO BLDG.w/#10xl-1/2 (W/WASHERS) SUPPORTED BY DOUBLE UPRIGHTS,9.0 FT AND OVER BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE. MACHINE BOLT @ 12"O.C. SEE FOUNDATION DWG. 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 9. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED& PROTECTION 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.. 23. THE NYS CODES ALSO APPLY TO ACCESSORY CONTRACTOR;MAY USE WOOD'TRUCTURAL PANELS IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. U) PANELS TO BE,PRECUT TO FIT OVER WINDOWS WITH O 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 PANELS TO BE MAINTAINED ON SITE. SHALL COMPLY W/NYSBC CHAPTER #2304.9.6 THIS CONSTRUCTION PROJECT. FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING CODE COMPLIANCE V SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. a NAILING SCHEDULE FRAMING NOTES PROJECT ADDRESS: 3651SLANDVIEW 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.c. BETTER. e 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 p h RAFTER/TOP PLATE 3-16d(TOE NAILED) MIN.THICKNESS OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. RED ARCy g`p CEILING JOIST/TOP PLATE 4 8d(TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, ��5 ENE JEA/*,/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 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 COLLAR TIE/RAFTER 4-10d (ea.end 1-1/4 strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO"OR APPROVED EQUAL. FOR �- GABLE ROOFS BLOCKING/RAFTER 4-8d (TOE NAILED) N TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE RIM BOARD/RAFTER 4-16d(END NAILED) 4. ALL HEADERS 6-0 AND OVER SHALL BE SUPPORTED e o CLIPS AT ALL PERIMETER JOIST TO GIRDER TOP PLATE/TOP PLATE 2-16d (FACE NAILED) WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TOP PLATE AT INTERSECTIONS 4-16d(FACED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS.49 „o 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 S�,Q 0443ro TOP or BOTTOM PLATE/STUD 3 16d(END NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL, ALL JOISTS, GIRDERS AND TF4F NE�� o p BOTTOM PLATE/FLOOR JOIST 3-16d(FACE NAILED) „ 10< s`4s _ @ 8'-0- O.C. MIN. PROVIDE 2 SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED :?: JOIST/SILL,TOP PLATE or GIRDER 4 8d (TOE NAILED) CIRCULATION IN ROOFS. e a BRIDGING/JOIST 2-10d (TOE NAILED) AS PER MANUFACTURERS RECOMMENDATIONS. WEB DRAWN BY: Author BLOCKING/JOIST 2-10d (TOE NAILED) 6. DOUBLE stairs etc. ) ALL OPENINGS (skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND DATE: 1/23/2025 4:20:52 PM BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) OR AS NOTED DRAWINGS, BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" GABLE ROOFS LEDGER STRIP/BEAM 4-16d (FACE NAILED) LVI_ RIM JOIST SHALL BE REQUIRED AT FLOOR SCALE: 0 0 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL 100< 9`30 0 10< 8`45 JOIST ON LEDGER/BEAM 3-16d (TOE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. PERIMETERS. HANDLING, STORAGE,AND ERECTION OF BAND JOIST/JOIST 3-16d (END NAILED) 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) 8. ALL FLUSH WOOD CONNECTIONS SHALL RE FASTENED RECOMMENDATIONS. AT HIGH PRESSURE ZONE-6' O.C. PLYWOOD ROOF DECKING 8d @4"O.C. EDGES, @8"O.C. FIELD HIP ROOFS AT INTERIOR PORTIONS OF ROOF-TYP. STRIP SHEATHING 8d ONE/RAFTER WITH RATED GALVANIZED METAL CONNECTORS BY 100 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 1l2"DIA. STRUCTURAL 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$d NAILS @ 4"O.C. PERIMETER INTERIOR BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO PORTIONS OF PANELS IN HIGHH PRESSURE ZONES.NOTE:a=4 FT.IN ALLCASES SHALL RECEIVE 5-1 OD 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 ARCHITECTS: /A hi L_IN,p F4 E I"�7 1. VERIFY WINDOW SIZES PRIOR TO ORDER WITH ARCHITECT 2. ELECTRICAL PANEL TO BE RELOCATED AMUELS+ 3. SEE SITE PLAN FOR NEW ACCONDENSER AND PROPANE LOCATIONS 4, ALL EXISTING SURFACES TO BE PATCHED AND SKIMMED AS NECESSARY AND PAINTED WITH LOW VOC PAINTS, -350.0 5. A LICENSED ELECTRICIAN-IfO PERFORM ALL ELECTRICAL WORK. D B TEELMAN S/ 6. WATERPROOFING IS REQUIRED IN THE BATHROOMS, THE WATERPROOFING SHOULD EXTEND UNDER THE CABINETS AND UNDER THE TUB IN THE BATHROOM, 1 Of - 2 1/2" 8' - 7 1/2" 13' - 5 1/2" 8. A LICENSED PLUMBER TO PERFORM ALL PLUMBLING WORK TO CODE, I ADDRESS: 9, ONLY LOW VOC PAINTS AND FLOOR FINISHES SHALL BE USED. I 1 51 - 011 51 - 0" I 25235 MAIN ROAD CONSTRUCTION LEGEND CUTCHOGUE NY 11935 631-734-6405 I --------- 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 1/2" 2' - 5 1/2" 1� - 2"! BATT INSULATION ...... ................................. ----------4 4 1 188-04 W MONTAUK HWY NEW 23 HAMPTON BAY, NY 11946 CONSTRUCTION C=Pn OWNER: DON AND 2 7 114"LVL HD DEMO 365 ISLANDVIEW LANE WALL C) -7 SOUTHOLD NY, 11971 NEW EGRESS WINDOW EXISTING WALL AND PANELING REVISIONS: EXISTING OPENING: 13.0 SF — '11 11 Off ocr- TO REMAIN 7 Lr SILL: 36" TRUSTEES APPLICATION 9/3/24 V*VALL 3-2X8 HD 10 I L _j I PERMIT SET 10/11/24-_ 2 .07, DINING BID �"0-0 C4 CE 2X8 @ 16"CJ 10/18/24 Ir- I I PERMIT SET REVISIONS 8/1/25 NEW ROOF OVERHANG ABOVE N L J Ln ........ EXISTING SKYLIGHT NEW 4X4 POST TO BEAM ----------------- (REPLACED) KITCHEN I o NEW KITCHEN F 04 Lu NEW 4" MAHONGANY CABINTRY AND PROJECT NAME: bo RELOCATED DECKING PER SPEC BED 2 APPLAINCES 111 111 1 ELECTRICAL METER 5 - 0 5 - 1 103 Vv J I ALLOWANCE: NEW NEWHD PAINT ON 2-2X8 D1 —3-2X8 HD EXISTING BEAM 2-27 8 1A EXISTING WOOD UP - 2.2X8 HD SHINGLES 1 8 112" 5' 9 1/2" - C40 I\— EXT.POST 00 "3 I I I I '� RJ 2X8 10j NEW POST L 2-,2X8 HD 'T' C 1- .1 _ !I-" _ / ;;i d ' 6 _31 I NEW SLATE FLOOR W1 FLUSH CIC N 'NE HID I ATTIC AND WALL � CT CL TRANSITION 10' - 8" ........................................... TO ROOF ABOVE uj EXPOSE r CAVITYAIR HANDLER IN ll* OF WALL FOR NEW R-19 3.2XIO HD ATTIC EXISTING RIDGE N BATT INSULATION 21 NEW PULL DOWN ...............11.1 1 - — -'21`--4J/2" HATCH TO ATTIC 5 W/STAIRS ....... . .... ................. -'GARAGE J*, C\j 2-2X8 77 3-2XI0 HD 2 - 4" 3' - 5 1/2" NEWPOST -7 3' - 4 1/ ......................................... ....... ....I Lu 11 off 6 L 41 - 1f L0 8' - 6 1/2" EXT POST .......... ..................................... 'NEW S�YU64T I i ' tW_LOICA 10 N, N N 2X10 HD EXISTING BEAM 2-27 8 • ; - _ -iD C) _CT ADDRESS:- - - - - - - - - - - - PROJ zo y _ - j :,. F oe 365 ISLANDVIEW LANE L CD HALF WALL -3-2X8 HD SOUTHOLD, NY 11971 -CONFIRM ......................................... .............. 2 0' - WITH ARCHITEC WIC LO T L0 N CO ui f co N o PRIMARY BEDROOM I N V I N `IL: EXISTING RIDGE QD T Lu< C) J EA/v CY) NEWGAS-[NSTANT WH/DR IR HOT WATER-HEAfE'R" rCk� cr_ D2 PE P. BATH 'q 109 EXISTING WALL AND Lu J V _ 3-2X6 HD PANELING TO REMAIN �qT 0A OF NO CAB 2' DRAWN BY: Author cc 2--2X8 H 2-2X8"HD 12025 10:50:03 AM 2X8 WH � 2 HDI DATE: 8121 SCALE: As indicated 2' - 5 1/2" __j _j'1 DRAWING SHEET NAME: 5. - 11 - 10" . 1, - 10, 8' - 9 1/2" 2' - 3" 2 NEW PAINT ON CONFIRM 7/- 6 12' - 10 1/?/" 1 1 1 SHINGLESWOOD CONSTRUCTION PLAN 1-HR FIRE RATED WALL EXPOSE CAVITY OF LeVE.�I 01 Floor Plan ROOF FOR NEW R-30 NEW EGRESS WINDOW DRAWING SHEET NO: BATT INSULATION OPENING: 7.3 SF SCALE: 3/8"=V-0" SILL: 41" W 2'-2" X H 3-3" .............................. A Ami 01 001 F i ARCHITECTS: i — i NEW EGRESS WINDOW S A OPENING: 7.3 SF .... .. . .. . AMUELS+ EXISTING ROOF 31/2 FLAT PVC TRIM _.. � WITH DECORATIVE _- _ - _. EEL EXISTING SIDING DRIP EDGE „ . -. _�_•,��. Level WINDOW LEVEL ...::: .'=M 1 n Level ATTI w 4 1 n — — — --- H . _ _ ........ _ G_�, . _. .:_:�::.:._..-�.�-.�,.-.:---Mw-:-•,_; ,_ _---_._---_:,. <-:�_--•_. v .,,'.- _.._,,. _ I oval f'.�I _ _ - - - - - I Inlr, 25235 MAIN ROAD 211 Level 1 ST T W 0 D 0 -- -.-.:.;., : . .._.:. . .._ ... _. 11 NY 11935 - 11 -0 CUTCHOGUE _ --- - -......_...... -- _...__... -- ---..__..._.......... ----.._..... ------- 631-734-6405 _.._..._._...._......._ EXISTING IND�dI� - 1 - --- - o -Level GARAGE CEILING CONSULTANTS: ............................. , 8' 4'I ------ ---- _ ENGINEER: 00 CONDENSER-- - -J---- NEW....EG:R:E 5...._�.._.._.._.._..................._................._......NE.W....EGRESS..._=...-........_.....--- PROPANE -- - --- �---- -- MARESCA &ASSOCIATES TANK188-04 W. MONTAUK HWY U) HAMPTON BAY, NY 11946 --- --_ .................I...,_...'_....--.-.._----_..........-- - - __r -- ----------- - - - - Level01 A4OWNER: CNIIU RETAIN : 31 6n WALLS Level GARAGE DON AND LINDA COSTANZO - ---------- ---- --------_---- =E XISTilG C:NkU,FOUN DATIC)N 1 , • ,. 4 c;.) c,., n 365 ISLANDVIEW LANE - - - - - - - - - ' - -- �-• -�-.=- -Lev U N D R4 � SOUTHOLD NY, 11971 REVISIONS: , i Level FOUNDATION TRUSTEES APPLICATION 9/3/24 PERMIT SET 10/1/24 Proposed South / / ,- ' / i BID SET 10/18/24 SCALE: 114"=T-O" ,/' ;' f J / f '/" f PERMIT SET REVISIONS 8/1/25 NEW SKYLIGHTS PROJECT NAME: -2111, -�-'�--- NEW WINDOWS EXISTING ROOF EXISTING CEDAR .. SHINGLE SIDING ...:..mow..�:..;;....• .:M..__ .. _ 'LED ............... .. ._.4 ... .:;.�� I oval .. __..... . ._ ( II1I AI( .. S"TOW -011 - :. EXT. SCONCES ......_._ ._..-c`-.......... .....................................................___..__ �_._.. . .. ... - .. ... ED2 ---- NEW 31/2" FLAT PVC TRIM NEW NDOW - - - -- VVI I I-DEGORA'1"IVE _ _ - -�_ _ _ - - - - - - - _Level GARAGE CEILING DRIP EDGE Q ........................... Zj cf) E _. ._.._..--- ........... ... ._..._......_..._..... - -----..........._.......................................... _._. R r. r' �' . ---- ---- - - -- -----.-_..--- - --_----...--- -_-------- - - - ,: Lev 1 - co 'X 'FOUNDATIONS- N DE CI : - " j co Level GARAGE R / / fw lop low& / ,: ,` i/ % Level FOUNDA N // SEE SECTION 1/A-352 Proposed North F / J' ,' .3'_On FOR ELEVATION ------ SCALE: 114"=1'-0" / i' i"f / ` , ` '/ OF NEW OVERHANG AT - DOOR - -- --- --- 31/2" FLAT PVC TRIM WITH DECORATIVE NEW ROOF OVER NEW DRIP EDGE PORCH. SEE PLANS • --- PATCH IN NEW CEDAR PROJECT ADDRESS: 31/2" FLAT PVC TRIM SINGLE SIDING EXISTING SIDING 365 ISLANDVIEW LANE PAINT ALL TO MATCH SOUTHOLD, NY 11971 AROUND NEW DOOR .......... EXT. SCONCES --------- — EXISTING ASPHALT EXISTING --. ...... -- — --- WINDOWS —_-_.-_2 3_......_...........-- -- .. ....----- ..__._._._.... -.._.._.._..........-.._....._...__._._._.............._....................... SHINGLE ROOFING 34 NEW EGRESS WINDOW % REDAR OPENING: 13.0 SF 21 _ acy�T �. tA ........ Level CEILING G�Q.�N ......::.... 1 11 i II 6 G Level 1 ST W - _--------------------- Level 1ST W 11 -0 -011 -- GRES - - Level GARAGE CEILING - - -I N. _............_........._..-... - ..__...--.._...._..._._._...._..._.._..._._..._.._._...._._... ----...__. b 8'-4n !1 bo r,9 a4436 (3�. __..... __ �OF NON�t _ __ .. ---........ ---- .._...__.... _...._.._.--- _------ _--- -.--- c - ti e - L DRAWN BY: Author --:-. I Level Level 01 — - DATE: 8/21/2025 10:50:16 AM y 31 611 r ..----- --- -EXISTING CMU _ EXISTING CMU FOUNDATION FOUNDATION_''' _ Level G DRAWING SHEET NAME: ri, - Levei GARAGE - - I\VV I -4 - / • liYCil V r / i, f / ELEVATIONS II / / / / / r f i J J / i Lev FOUNDATION i' ;i „ „ : f f. - r Level FOUN QA -�N� DRAWING ING SHEET N0:/ r , l / Proposed West Proposed EastRik 3 SCALE: 1l4"=1'-0" SCALE: 1l4"=1'-0" Amouomu