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51776-Z
XXpf SOUIyo`O Town of Southold * P.O. Bog 1179 �oQ 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46898 Date: 03/12/2026 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 2080 Town Harbor Ln Southold, NY 11971 S ecB lock/Lot: 65.-1-16 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 12/10/2024 Pursuant to which Building Permit No. 51776 and dated: 03/24/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Alterations to an existing finished office space (227 sq ft) within an accessory structure and a conversion of a portion of the structure into a pool house/cabana (outdoor access only) with a wet bar, 1/2 bath, and an outdoor shower. The pool house is not permitted to have heat. The certificate is issued to: Topaz Page-Green ,Emmanuel Roman Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-24-1395 2/9/2026 ELECTRICAL CERTIFICATE: 26-107616 2/26/2026 PLUMBERS CERTIFICATION: Jorge Gomez 3/3/2026 t tho ' ed ign ture Of souryo�o 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#: 51776 Date: 03/24/2025 Permission is hereby granted to: Topaz Page-Green 650 Newport Center Dr Newport Beach, CA 92660 To: Construct additions and alterations to an existing accessory garage to include converting a portion of the structure into a pool house/cabana,the removal of stairs,window and door replacements and an outdoor shower as per SCHD approval.The pool house is not permitted to have heat. Premises Located at: 2080 Town Harbor Ln, Southold, NY 11971 SCTM#65.-1-16 Pursuant to application dated 12/10/2024 and approved by the Building Inspector. To expire on 03/24/2027. Contractors: Required Inspections: Fees: Accessory-Addition/Alteration $315.00 CO Accessory $100.00 /I Total 415.00 Building Inspector Certificate of Compliance ..........................................................................................................................................................._..................................._........................ CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ................__......_...._.............._...._............................_.............._...................._.._ ......................................_............................._............... ..... CERTIFIES THAT Upon the application of Upon premises owned by Isaac-Rae Studio Emmanuel Roman/Topaz Page 430 Main Street Green Greenport, NY 11944 2080 Town Harbor Lane Southold,NY 11971 Located at: 2080 Town Harbor Lane, Southold, NY 11971 Application Number#: 26-107616 Certificate#: 26-107616 Electrical License#: Section: 065.00 Block: 01.00 Lot: 016.000 Building Permit#: 51776 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Pool House A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compfiance therewith on the 26th day of February 2026 Name QTY Incand. Fixture- 15 Amp, 120V 5 Dryer Receptacle/Circuit-30 Amp, 240V 1 t Duplex Receptacle- 15 Amp, 120V 5 ; I AR Exhaust Fan - 15 Amp, 120V 1 ARC-Fault- 15/20 Amp, 120V 9 AC Condenser-30 Amp, 220V 1 GFCI Circuit Breaker-20 Amp, 120V 1 Switch -15 Amp, 120V 5 GFCI Duplex Receptacle- 15 Amp, 120 V 1 Electrical Inspector: Anthony Giordano _�tAPPROVEDg_ . �®S�FF���d�, Town Hall Annex may® Gy1 Telephone(631)765-1802 54375 Main Roadco .G P.O.Box 1179 Southold, NY 11971-0959 T }S BUILDING DEPARTMENT i. MAR - 3 2026 TOWN OF SOUTHOLD CERTIFICATION 2©� T°C''j- b vim' Date: Building Permit No. � y Owner: To a Z Ciy ee,(A ,s- 1., (Please print) Plumber: � (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) Sworn to before me this a� day of � �` , 20 2� Notary Public, ����L County 13RITTANY A CONRAD Notary Public,State, York Reg. 1C062 5154 Qualified in Suffolk County Commission Expires July 18,2(1L� 1 *Of SOUTyOIo TOWN OF SOUTHOLD BUILDING DEPT. um, 631-765-1802 I#q INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL . ] "FIREPLACE & CHIMNEY [ ] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION : [ -] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: l �m& 9z A# -a lid vs f,J� � �,ev�vc L • DATEOmaINSPECTOR SOUIyOlo - - * TOWN OF SOUTHOLD BUILDING DEPT. o lm� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: rJ /VYLeo& 44 - 0 t5 V 4,> . S V aw✓ .Pr� "� 3 Xv Mws I o co+—. DATE INSPECTOR Isaac-Rae 430 Main Street Greenport NY 119,14 BP#51776 Architects Certification To: Southold Town Building Department 54375 Main Rd PO Box 1179 Southold, NY 11971 Attn: Mr. Michael Verity&Mr.John Jarski From: Isaac-Rae Architects Isaac Clay Coffey R.A Date: Feb. 9, 2026 Re: BP#51776 2080 Town Harbor Ln Southold NY 11971 Asbuilt Plans Mr.Verity&Mr.Jarski, I performed periodic site observations during the construction of the pool house and found the work observed to be consistent with the approved design drawings and in conformance with the New York State Residential Code. Observations/inspections performed included:interior framing,firestopping,rough plumbing,and finish plumbing. There was no change to the building footprint or exterior envelope as part of this scope of work. Please feel free to contact me with any questions.347-276-6093 r is �It Isaac Clay Coffey R.A. F E B 9 2026 Architect of record for 2080 Town Harbor Lane NYS LIC#039767 4Q y C,OF F E` �\ S7-ATE O ------------------------------------------------------------ -------------------------------------------------------- ISAAC-RAE ARCHITECTURE STUDIO NEW YORK&THE NORTH FORK 1 Isaac-Rae 430 Main Street Greenpoil NY 11944 BP#51776 Asbuilt Plans To: Southold Town Building Department 54375 Main Rd PO Box 1179 Southold, NY 11971 Attn: Mr. Michael Verity&Mr.John Jarski From: Isaac-Rae Architects Isaac Clay Coffey R.A Date: Feb.2, 2026 FEB 9 2026 Re: BP#51776 2080 Town Harbor Ln Southold NY 11971 Asbuilt Plans Mr.Verity&Mr.Jarsk! Enclosed please find 4 copies of the as built plans that show the changes to the laundry closet in the pool house. Please feel free to contact me with any questions.347-276-6093 Isaac Clay Coffey R.A. Architect of record for 2080 Town Harbor Lane NYS LIC#039767 --------------------------------------------------------------------------------------------------------------------- ISAAC-RAE ARCHITECTURE STUDIO NEW YORK&THE NORTH FORK FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) ..................--------------- ------------------------------------- --- FOUNDATION (2ND) Nz ... ........... cn ROUGH FRAMING& ------ -------- PLUMBING ----------- INSULATION PER N. Y. STATE ENERGY CODE it. - I ------ CZ4 Y04 _pM P OA wi FINAL ADDITIONAL COMMENTS Av 0 a4- —Olt" cf? IV pr-VVA-e.�c( :Pkc6vlc-b rt et .4 eJA. Ctrj— �o z r4e C-%d r oa�SufFocK�oGy 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 https://www.southoldtownnygov Date Received APPLICATION FOR BUILDING PERMIT 5 I ^ For Office Use Only „,f PERMIT NO. soszainnamHouse�ieoszaiaoai Building Inspector: DEC1 O I .i s. 2024 Applications and forms must 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.- Date:12/9/2024 OWNERS)OF PROPERTY: Name Topaz Page-Green and EmmanuelRornan scTM#l000-065 00-01w.00-016..000, ,. Project Address:2080 Town Harbor Lane, Southold, NY 11971 Phone#:917-654-1897_._._ . _....: ... .._._ _....,_.. Email:tpgassist333Ggmail.com ._. _ _._._..__.. Mailing Address:158 Mercer Street, New York, NY 10012 CONTACT PERSON: Name:Clay Coffey _.. _._..._... _. Mailing Address:430 Main_St, Greenport, NY„11944 Phone#:347-276-6093_r....._.....-- .,,---.,--.,. ...,.-,-..,--.,",-, 1 .,Email:clay@isaac-rae.com DESIGN PROFESSIONAL INFORMATION: Name Clay Coffey..._................_. .,. Mailing-Address:L430 Malty St, Greenport,,,NY 11944_.. Phone#:347-276-6093 :_..__..... ._r. . ._..__._ ... _..__.._.. Email:clay@isaac-rae.com _... ._..__._.____...._..... .. CONTRACTOR INFORMATION: Name:Seifert Construction Mailing Address: 52 .... _11780 gSound_Ave, Matttuck,.•NY19_1 ....._ Phone#:631.298.1036 _._..r_ Email:ofrice(@-seifertconstruction.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $200,000.00 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:Residential Intended use of property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes ©No IF YES, PROVIDE A COPY. ® Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances 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 laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print nam . C lay Coffe BAuthorized Agent ❑Owner Signature of Applicant: CORMt�D1� 924 - - Notary Public,State of New York STATE OF NEW YORK) No.01 BU6 Qualified in Suffolk No. 50 County SS: Commission Expires April 14,26� COUNTY OF Suffolk ) Clay Coffey being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Architect / Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this Job day of 'LQ—Q-QjM , 20A. Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Topaz-Page Green residing at 158 Mercer Street New York, NY 10012 do hereby authorize Clay Coffey to apply on my bphalfto the Town of Southold Building Department for approval as described herein. 12/9/2024 Own is Signature Date Topaz-Page Green Print Owner's Name 2 i o DRAINFlELD CALCULATIONS EXIST PUBLIC STORMWATER POLYETHYLENE COVER i SEPTIC FLOW-8 BEDROOMS EL 172' ORYWELL TO REMAIN TO GRADE(3 LOCATIONS) ITEM DESCRIPTION 6 BEDROOM SEPTIC SYSTEM 400 SF 176 2 BEDROOM 0 7 EDROOM=150 S _ TAW,AN1100 245 NITROGEN REDUCTION TANK,AN1100 245 PRETREATMENT TOTAL DRAIN FIELD 400 SF•150 S-550 SF REWIRED I /� 2 O 8 O o ((2•8,5)-(2 a 4.75))•4.0't 6•636 SF PROVIDED C COUPLING 4"SCH 35 PVC S%S USE(6)89 X 4.75'X 4.0'DEEP LEACHING GALLEYS ""e, �° �'� / 24-7/8"0 FG CONNECTING PANEL 24XI9 a ADHESIVE,CARTRIDGE TOWN _ t -10 C2 3 ` CREW,I 4 so 30 0 30 60 I 1 D FAS SELFSTEER,318-6 X 3 3/4"AT FR S� NUT 3/8-16 SS gey scale 1'=36 feet D2 WASHER 3/8-16 SS HARBOR Da WASHER,SS 3/8 LOCKWASHER 9 ^ y.9 E ASSEMBLY,RE-CIRCULATION 245 COMPLETE AN1100 LANE .ENE l� � w Y / �y IAQ - r AN1100 ATU W/PLATFORM COMPLETE \ 82'm'> c EC50-3D-L-200-PLC °B\ ya v y 76'm 75'0 94"0 a PIPE 4"PVC SDR35 I 9� I PI 4°PVC SDR35 HAMLET OF �Y�ylP CORE DRILL TANK AND STRAIGHT 4 SDR35 m } INSTALL WATERTIGHT FINISHED GRADE K PIPE 4 PVC SDR35 SOUTHOLD APPROVED BY THE JOINT M M t TEE W/FLOW DEFLECTOR SDR35 SEALED FLEXIBLE M E EXIST DRIVEWAY OGEE NANUF TUBER,TYP ( H D M PROVIAND SAFETY GRATING WEST 24"FLAT COVERS TOWN OF N NIGH WATER ALARM FLOAT RECONFIGURED - o RECIRC TIMER ENABLED FLOAT SOUTHOLD FROM DWELLING j oW I TO DRAINFlELD o cc a'ti - : J BNE "ll ELLwanoN 1s.Y DARK BROWN - Prepared By: K L I LOAM v (V y �c .. GIST FISH POD ,,,+• _ TO BE REMOVED 1 - E.� cy`" 1 I � BROWN SILT SEPTIC CONFIGURATION C-1 C-2 F EXIST WATER METER AND �i -L - --TEST__ _ \ _ . SERVICE LINE TO REMAIN ..'' / HOLE 720 I - P.O.BOX ge 6 TF Engineering,PLLC v� _ SAG HARBOR,NY 11963 o EXIST 0/H RED ,�/ \ _ .. POLYETHYLENE OWTS ALE BROWN _ °7 ^ EXIST 3 STORY SINGLE HARDLY A 83 ii LIMES TO REMAIN `\ a.� -DWELLING TO BE REMODELED 3'THICK BED OF COMPACTED 1. PFlNE SAND W/PARTIAL SLAB ON GRADE SAID.MAXIMUM TOLERANCE :..:: J / x s I x x \��PARTIAL BASEMENT OF:1/4' IN ANY DIRECTION w / J ��� _______ ___.�. TREATMENT TANK 2 sw 1.3' OF Nek AAx EXIST U/G ELEC Abaldoument Of ctLgit1,A�$,,S�ND,aituy GyS1CfII�*muu be to NTS C-1 C-1 P` w EXIST 1-1/2 STORY use g 'J� II /`B "\��TO REMAIN � wi*dgww3mwqu=ment gtl mt �•TEST HOLE INFORMATION t % GARAGE 02(DRY) .°�. _ ,eta \` 0e0 TEST HOLE PROVIDED BY MCDONALD TO FiEMA[N - / DW 3.5 / \�1����R completed f w W WM-�as plaof W/SLAB ON GRADE y?� gWB' \��11 i GEOSERVICES GATED APRIL 2,2024. p0a]]O FFE 15.0' yt, ' �:.T vo,> -�' EXIST LIGHTHOUSE HIGHEST EXPECTED GROUNDWATER 2.6 ..: ...... ia�' TO BASED ON TIDAL RECORDS. Rss N ° 21 N DWELLING ELEC PANEL HYDROACTION TREATMENT UNIT a o. OqE 'T 'cu:a"x w. ,3s�, •A :i,� \'`Il` IN(D BE �S RECIRCULATION PUIB 09/19/t0 I (DRY) �^ CB 1 24 9�15�11 AM 67 Azz CB 2 _______ __ __ REC o - :EL 15.1' 8. S ;;.::;.:. ,:.:.:;:;:::.^a,:::•:::..: qA '4b mv . ❑ DISCONNECT - • To o .'e21';i'' ' XER PUMP SCALE:PER N _ SWITCH NIDWEST CB 3 _________ __ F8 SITE INFORMATION JOB NUMBER: 24-076 REMOVED, '/8/ x .............t•/.Co`/o lze / ... ,^° , ... SCTY•1080-65-1-16 ... � � �n / P065P AIR AIR HOSE p` `6� .•:`;:�::cF::�:�: �.�� DW ¢y...._.. y'�s.,. LINE ZONE CB 4 TO DIFFUSER AREA-92,060 S(2.11 ACRES) 'x x _......... • /��• i CB 5 UPLAND AREA-77,060 SF�SF ACRES) m A„ayR{`y°k K- "' I .,�y •t�.. ,�DW / A. I UNDERWATER GRANT 0.34 ACRES I L _ 15 ( 1 0 C OL LJ ---- --- -�RECIRc TIMER ENABLED �-- ------- PANEL --- ---- -- ' EXIST GAWRELABENh TO BE CONVERTED INTO POOL HOUSE W/0 BEDROOMS na izs #'' // >7 HIGKWATER ALARM EXIST GARAGE 02 W/0 BEDROOMS TO REMAIN m SEE NOTE 13 �'------- ----- I ZONE X/" R 20' EXIST CABANA W/0 BEDROOMS TO REMAIN EXIST 1-1/2 STORY GARAGE 01 TO uy Dw ///' CIRCUIT BREAKER SPECIFICATIONS o----- -------- ---J PROP SEPTIC SYSTEM FOR 8 BEDROOMS(8e0 GPD)BE CONVERTED INTO A POOL HOUSE I 'O // /// ZONE VE GPO (POOL EWIPMENT LOCATED INSIDE) O // /W/SLAB ON GRADE "Zs (EL el / . CB A-20 AMP (6)B5'XA4.75'X CTION 4.6 DEEP PRECA100(OWTS) ST CONCRETE LEACHING FFE IRO' x a° s G///// 9 Mb'• CB 2-20 AMP NIT USED = --------FIELD WIRING GALLEYS(LGI - i9' /O° (3)EXPANSION GALLEYS(EG) CB 3-20 AMP GROUND MANUFACTURER WIRING 'e700 CB 4-10 AMP CB 5-10 AMP ...............PNEUMATIC HOSE(FIELD INSTALL) LOCATED CORNEA OF TERRY LANE AND TOWN HARBOR LAME. OLK PROP GARDEN e o �` DW // / EXIST BULKHEAD BOUNDARY VERTICAL DATUM TOPOGRAPHY BY FIELD MEASUREMENT BY NATHAN TAFT - / WIRING DIAGRAMMATIC CORWIN III LAND SURVEYOR DATED MAY 6,2024. PROP STORMWATEA HIGH WATER LINE NTS C-2 C-1 - DRYWELL PER OTHERS,TYP. �^ _ � ARE IMPROVED AND SERVEDBY PUBLIC WATER,EXCEPTOPO R PROJECT �1Q 250 TERRY LANE WHICH IS VACANT. - ii S�j „� ->•+ EXIST OUTDOOR SHOWER W/ Q GENERAL NOTES NO GATE DESCRIPTION SPLASH BLOCK TO REMAIN �QQ Q A; 1. THE DESIGN ENGINEER SHALL OBSERVE TFR OWTS PRIOR TO BACKFlLL AHD DURING SYSTEM LEGEND IE-INVERT ELEVATION DRAWN BY: HOP EXIST 1-STORY CABANA ' e> r Q STARTUP.THE INSTALLER SHALL NOTIFY THE ENGINEER OF RECORD 4-DAYS IN ADVANCE aF LF-LINEAL FEET EXIST WOOD DECK C 4% THE INSTALLATION. Cl-CAST IRON LG-LEACHING GALLEY DESIGNED BY: IDP SITE PLAN 1 (DRY)TO BE REMODELED y,° 4`Q Waterlines must he inspected by the 2 1ME OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVAL TO THE SITE USING dT / TO REMAIN A� COMM-COMMUNICATIONS MAX-MAXIMUM - C-1 SW/MESLAB BGRADE )QQ SuHaIN County Dept.pt Health Sen05- A METHOD APPROVED BY THE MANUFACNREL DO-DISTRIBUTION BOX MIN-MINIMUM CHECKED BY: BEG NOTE / O 2 Call(631)852-5754,45 hours Tn 3. THE OWTS INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS FROM SUFFOLK COUNTY DW-DRY WELL NAVD-NORTH AMERICAN VERTICAL FFE 7.8' EL 2.0' w N30.53'56"E y, advance,tp schOdulD impeRion(s). DEPARTMENT OF HEALTH AND SHALL BE AN AUTHORIZED INSTALLER EG-EXISTING GROUND/EXPANSION DATUM DATE: SEPTEMBER 16,2024 2.30 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE GALLEY NTS-NOT TO SCALE PROVIDER AND THE PROPERTY OWNER SHALL BE PROVIDED TO SCD L THE MAINTENANCE EL-ELEVATION OM-OVERHEAD CONTRACT WILL BE FOR A MINIMUM OF A 3-YEAR PERIOD. ELEC-ELECTRICAL OWTS-ONSITE WASTEWATER 2 4 /Cb 5. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK EXIST-EXISTING TREATMENT SYSTEM SCTMe 1000 65 1 16 C-1 C-1 C-1 C-2 'KSg. COUNTY DEPARTMENT OF HEALTH. FFE-FINISHED BOOR ELEVATION SCDH-SUFFOLK COUNTY CRP• 6. THE SURVEYOR OF RECORD SHALL PROVIDE RECORD DOCUMENTS AS REQUIRED BY SCOH. FOB-FACE OF BUILDING DEPARTMENT OF HEALTH E-NEERPs CERTI°,uTIOR REQUIRE.. RIM DISTRIBUTION BOX LEACHING GALLEY LEACHING GALLEY LEACHING GALLEY /0%Y' 7. ALL ELECTRICAL LINES FROM THE DWELLING TO THE CONTROL PANEL AND FROM THE OJ'D-GALLONS PER DAY SCTM-SCHEDULE COUNTY TAX MAP I Sucn it P.E.OR R.A.GERTr,cnrion CONTROL PANEL TO THE JUNCTION BOX SHALL BE ENCLOSED IN SCHEDULE 40 PVC PIPE ALL 2 iE 1 83' RIM 1.6.5' FG EL 3.30' IE EL 153' FG N 17.0' GW-GROUNDWATER SCH-SCHEDULE I IE IN 13.83' HE IN IJ.60' IE IN 13.37' IE IN 11.53' IE IN 11.53' FOR INsrwLUTiOR ARp Cow srRucTioR PENETRATIONS INTO THE OWTS SHALL BE SEALED AND WATER TIGHT. HOPE-HIGH DENSITY POLYETHYLENE SDR-STANDARD RATIO DIMENSION C-1 C-2 IE OUT 13.66' HE OUT 13.44' IE OUT 11.53' IE OUT 11.53' BOT EL 9.7' or IA/OWTS 8. CONTROL PANEL TO BE PLACED ON AN 18-INCH HOPE PIPE PEDESTAL PLACED VERTICAL AND HEGE-HIGHEST EXPECTED TYP-TYPICAL BOT EL 7.6 BOT EL 132' BOT EL 9.7' BOT EL 9.7' F.R FNw ArvRovnu. SET 2-INCHES ABOVE GRADE TO PREVENT WATER INTRUSION. GROUNDWATER ELEVATION U/G-UNDERGROUND CL.EANOUT SEE NOTE 14 SEE NOTE 15 9. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF 71E OWTS. 25 10. INTERIOR PLUMBING SHALL BE RECONFIGURED TO THE LOCATION SHWON ON THE PLANS.THE INSTALLER SHALL FIELD VERIFY THE:INVERT ELEVATION OUT OF THE HOUSE PRIOR TO THE INSTALLATION OF THE SEPTIC SYSTEM.THE INSTALLER SHALL NOTIFY THE ENGINEER 8F FFE 21.1' EXIST GROUND COVER 1'MIN TR AI 18° SC - ............ ....:....................................................:..................................:........... 2'MAX CONTROL PANEL AND R PUMP G FBPE PI PE RECORD OF ANY DISCREPANCIES. X % DETAIL NUMBER IN POLYETHYLENE ENCLOSURE PLACED VERTICAL 11. A HOUSE TRAP SHALL NOT BE INSTALLED UPSTREAM 8F THE I/A OWTS.THE 1/A OWTS Y-CALLOUT PAGE AND EDGE CHAIIERED SHALL VENT THROUGH THE SEWER PIPE NO ADDITIONAL VENTING IS REWIRED. Z Z-DETAIL LOCATION a -- ---- --- 1 j - ^'3 TO RECEIVE THE 12. MAINTAIN A MINIMUM COVER O'4.5'OVER THE TOP O°THE PROPOSED WATER SUPPLY LINE. Y SEPTIC 15 .. .............:............ .............. ........08....:................ ... 8 IE 14.16' CONTROL PANEL MAINTAIN A MINIMUM SEPARATION OF 10-FEET BETWEEN THE WATER LICE AND NEARBY SITE PLAN H SEE NOTE 9,10 B 11 OWTS ! LG LG i LG SEE NOTE 6 SEWEA/STORM COMPONENTS. C OWTS. ... ...........:.................... .: . 10 ................:.................. ......... ... ............=..... ... ...... ���v '3. PROVIDE A DEDICATED BREAKER IN THE MAIN DWELLING ELECTRICAL PANEL FOR THE IA OWTS Hy roAction 163 LF PIPE(2 LF 4° . .... ...:....... 4. TTON OF THE OWTS SHALL NOT EXCEED A DEPTH OF 11'FROM FINISHED GRADE Cl PIPE•14.3 LF 4' z %\1 ..c�' 15. THE OITOM OF THE DISTRIBUTION BOX PVC 03034 SOR 35) 8 .................:.................:. '-SDR 35 a SY0.01I04 MIN 34........Si EXISTING �.y�����i�o� ��i�y�;T� 16. SEWER LINE FROM POOL HOUSEHALL BE SHALL LFTPIPEC2LF 4'FROM SHED GRADE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 6 o S--0.0208 MIN I I " HEGE 2.5' GROUND � ,)�i� ��. AWWA PVC C900 PRESSURE PIPE)o S°0.0208 MIN,WITH IE OUT-15.46.CONTRACTOR SHALL PERMIT FOR APPROVAL OF CONSTRUCTION FOR A AIR HOSE AND ALSO INSTALL A SECONDARY CLEANOUT NOT GREATER THAN 75'FROM THE BUILDING. SINGLE FAMILY RESIDENCE AND 0 ELECTRICAL SUPPLY 17. SECTIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE RECONFIGURED WHERE A W14WUIM Pool House 0 Bedroom o 0 10 20 30 40 50 60 70 80 HYDROACTIW CONTROL PANEL OF 1B'VERTICAL SEPARATION TO THE PROPOSED POOL HOUSE SEWER LINE CANNOT BE l ) =� AND COMPRESSOR PUMP TO TREATMENT UNIT MAINTAINED. 5 LF 4'PVC PIPE D3034 SEE NOTE 7 18. UTILITY SINK SHALL BE REMOVED. DATE10/9/2024 H S.REF. R-24-1395 SDR 35 o 5-0.0104 MIN 19.20. VISEWERA LINE JOINTSBE LL CONB,STRUTCTED OFLEAST IMATERIAL0'FROM SEAND JOINTS POINT OF CTHATTARE WIVALFNTS TO APPROVED /�sdNG. Y�}^'_-'-'� N SEPTIC PROFILE 4 CONTROL PANEL 5 WATER MAIN STANDARDS OF CONSTRUCTION FOR THE ENTIRE LENGTH OF THE SEWER LINE TOTAL�IMUM BEDROOMS y 9 AND SHALL BE PRESSURE TESTED TO ASSURE WATER-TIGHTNESS PRIOR TO BACKFILLING. EXPIRES THREE YEARS FROM DATE OF APPROVAL 1 m SCALE:1"=10' - C-1 NTS C-2 C-1 21. CONTRACTOR SHALL PNEUMATICALLY PRESSURE TEST THE PROPOSED SEWER LIE PIPE WITH m 5 PSI FOR 15 MINUTES AND 0 PSI LOSS. APPROVALSCOH i ?I� / \ EXIST AGGREGATE / DRIVEWAY TO BE \ FNOP �- FINISHED GRADE END PLUG/ 17.2 RENOYm AGGREGATE' 2 O Q lJ O \ DRIVEWAY EXIST GRADE o TEST 16.9 I HOPE VALVE BOX / HOLE TEST HOLE /` 1 RISER AND COVER �/��� �16.1 LAMP ( \7 EXIST COMM LINE SERVICE LINE LINNEEC TO •• 1 POST/ / / \� .�C, PVC SEWER PIPE, PVC PIPE D3034 i" \ 4 /, o TYP SDP 35 N HARB O R o PROP SWIMMING \\ /`� Eye 4 / � m m i POOL FENCE I \ / �•C LANE PVC 225°BEND 15.1 \ / /�2 a h� TO owns s i X \ //n, 1 FROM w PROP SWIMMING I \\ J v II DWELLING FROM WATER TO o / \ POOL DRYWELL 7 v I i DWELLING HAMLET OF EXIST GAS SUPPLY I I Cl TO PVC PVC WYE o PTO REMAIN / HOUSE ADAPTOR PROP WATER SUPPLY LINE SOUTHOLD I _ SEE NOTE 12&19 c SEE NOTE 17 / DW I v z EXIST U/G ELEC .5 / I X 1 .3 v II �1 TO E ABANDONED ST U/G EEC E C LEAN O UT z o 14.5 LINE TO BE x we \C,i NTS c-, c-z UTILITY CROSSING #1 s TOWN OF 1—W ABANmor� / I �- NTS c-z c-z SOUTHOLD a reR I 1~PROP U/G ELEC LINE o PROP WATER S SUPPLY LIE o / SEE NOTE 12&19 SEPTIC N / ENVELOPE,TYP % / ;/ �ELEC LLINE,S00 Prepared By: EXIST U/G ELEC / DB // 1_OWTS DISTRIBUTION LOK BOX EXIST GRADE B�Sd'b�tCoruY'DeP LINE To REMAIN ��/ Must be comprised of DR-18 pipe the entire run i= SEE NOTE 17 l \/ TO GRADE P P P POLYLOK 3009- �� \ 6jST SEPTIC SYSTEMa,' 4°PVC D3034 SBR-555 a R TO BE REMOVED PER /�C GamE SAFETY GAND RATING WASTE LINE U $ SCDH STANDARDS / �1-S' ``a7sT POOL Owl P.O.BOX 5g6 4 OWTS / % _ FROM TO TF Engineering,PLLC 'Dn, q, 17 HOUSE m SAG HARBOR,NY 11963 a tP `a C 'A90 x FROM TO GRAINFIELD z c 1' �" g DW O 9T / / w� _ �?AGGREGATE '<�NrF :. O�g 'CO ,::s::,... •Y U DRIVEWAY -F. ti/p [}ni O / I/ .a .-.. A ':'ta.y::t?`;: :: r't> .. EXIST GAS LIEOF NEW j SEE NOTE 17 s S / \ ei:t:—::::............ Exlsr U/G ELEC P vvs*E PROVIDE SPEED LEVELERS 4°THICK PRECAST CONCRETE SERVICE LINE :. PROP U/G ELEC LI1F::::::.:::.::::: z 1 5. .,F' 6. q/ / S :::::::......i ON ALL OUTLET PIPES SUPPORT BASE SE NOTE 17 .'.•TO CONTROL PArB:L UTILITY CROSSING•1 / ' , PROP WATER SUPPLY LINE I T . .............. .... � (WATER LINE),TYP .... -; ..;;: .. .... ...... .... r SEE NOTE 12 @ 19 I f --- 16.7 ;;.h a� ::::coNTRa ParrEL ssiss;ss;':h DISTRIBUTION BOXY w U N :::�:F:�:��:�:�:':`i�ii=iiiiiiT.iii:' 0 ..., TELCOM NE / b.;: ::e«>: s 5 _ o PROP OUTDOOR :'':�-,EXlsr NS M LINE \ / "::.;c;E,.:: , -. Ca:::..,..,. ::::::::::::::::.�::::: ; NTS c 1 c-2 SHOWER AND �. -2�-1•iC-2�-�ii 09/I92024 9:I5:I3 AM CHANGING ROOM ,.-:; :'::; \ :' !: ::::�:::�::-:::+....;..,....'::.:.................:::.': :.:.:.:::::: .::::::>k.:....... .'..... :;:..;.:;;.; ::-;:;:.;;::;;;::.>;: .: .;':_:::::.::;:;::.: UTILITY CROSSING #2 SCALE:PER PLAN ::::.. :;:;:;•:'is:iiit:::`:'%;:�:�:iii_ ;::':::;.';�.:::.:PROP BASEI�M ?''.::;:fi:r- s< ..... I � //E.)aST BRICK 4- NTS C-2 C-2 JOB NUMBER: 24-076 BO TO REMAIN / ".:-:ENRWICE 0- I •......::: EXIST U/G C '. Q .:r-:::.::::: `:;i::;:;;a::::::%;;.;:-i i;;: ;::" .s5s>:>;;:5::::>:>:::� .........:::. I � ::::: LIrf TO flELAIN:?�::ir;:z;;:;�:.-.. .-..'. ...:::....... �� ......� • �:.."�::�::�7.. :::.G..v:::::•:::::::::::::::::::::::::: ''::y'.::"":::". s :';::'.EXIST GENERATOR ;>:'ti::. I o PROP FLO-WELL m FWA524WH rd1S •;;>::::EXIST AGGREGATE FOR OUTDOOR ;:`;: RI AY TO BE .-..... ........:::......:............ G SHOWER BELOVED :::..4 .......,/.... ..� ....i.'"."°...' ........................... Q' .......l7... .............. L, i \ .. .f. ?... O ::: .:;;::is;:f}.:::;;;:° :::::::::::::::.. 5.8 6 O 0 '{ es:erPRDP SEWER LINE �` !v �` ..._:.:!,S:`;::�;: :';. ...:7 , O O °:>ss>s:: t:r:>:>:ss: .:.:.:........................ O a O >:... SEE NOTES 16 20 @ 21. /� L — :::....N::: DW GJ EXIST GARAGE TO EC -9,Ir 'Oq x E CONVERTED / S 16.3 Cio��sraiuiwami : " OL ti0 INTO POOL HOUSE ;:;'"��'''`'` TFp�( — ss;;:flr C STO p/ sS::oTlffflRs,TYP F: ;s.. /sf /y On — O 1 N O q Y ............................... Ai Nn F ,c x ?is as:........................................................ L� �e Nn i. I I EXIST ABOVE GROUND EXIST U/G ELEC — I PROPANE TANK TO REMAIN 5 EXIST U/G ElEC LINE TO REMAIN UTILITY CROSSING n C-2 C-2 (SEWER LINE) LINE TO REMAIN I SEPTIC CONFIGURATION NO DATE DESCRIPTION SCALE)°=10' C1C2 DRAWN BY: IDP DESIGNED BY: IDP CHECKED BY: BEG DATE: SEPTEMBER 16,2024 I I I SCTMa 1000-65-1-16 I I I I I SEPTIC DETAILS I I — I I I I � I . I � X Y Z N X-DETAIL NUMBER C- ///��� I � Y-CALLOUT PAGE 2-DETAIL LOCATION I SCDN APPROVAL S.C.T.M.# DISTRICT 1000 SECTION 65 BLOCK 1 LOT 16 •�; .A DRAIN4. GRATE m ! MmAk , a %P a•. •. O .10 (yy GiL '...• NNI •S 4 •a t , c ..- • •• ,• R. : . ,• . . '' • •• O�j SEPTIC SYSTEM TIE MEASUREMENTS MAIN HOUSE HOUSE HOUSE �"Y•: :: - CORNER AQ CORNER© UNITHYD O OUTLET N V 1100 25' 81' .,• �/ � UNIT OUTLET COVER DISTRIBUTION BOX 25.5' 88' \ LEACHING GALLEY 25' 96' COVER 1 r \ \ LEACHING GALLEY 43' 117' •• \ COVER 2 LEACHING GALLEY CIO COVER 3 47' 118' LEACHING GALLEY COVER 4 32' 96' 24.4 \ G Q • °� ° l / •Oh, .' 4/ � o�� \ To''oo9°r, ode � oO°°q�p ... .... bF .. .................. • :. :.:..........t . : ' y.. H °O .. .: w :::'::;:;::::::::::'h �';....::.:::::••... :::: ' \ ^cam 'Q S :•::::::: ............................. : :: : ::: :: : ::::: :::'•• ' :: �:F EWER LINE . ..:. o °o o o .. S�osp GiynyD�USMFF a ? Gtiqi�rR°otip .G... S O . ° a:s i' ....... ........... ' so�aFo s� yy� O \ \1> 7TUIVIT'°ND ::::::;:::: :::'.. \R °°l >�°�� sp c s� kxs� v" ° 1ti' c cFy� � mP�s R v e if, \\9.061 2026 cg *It . rf�R `� 1 4! \ 0 , rj'y�cS�4ri0 UNDER WA TER GRANT GAG ��� ����• /� �%� � / y� °P�'r�° 20 70• .h/ .ham / A� `" 14. O / M o Sg• \ / 70,E h^� 70 N.. / 'ham REVISE SANITARY 01-30-26 NOTES: 00-\ h FINAL SURVEY 06-23-25 1.DEED REFERENCES ARE TO DEED LIBER 8331 PAGE 105 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL UPLAND AR EA 77,060 S.F.or 1.77ACRES LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS UNDERWATER GROUND 15,000 S.F.or 0.34 ACRES AREA: TOTAL 92,060 S.F.or 2.11 ACRES ELEVA77ON DATUM: _ UNAUTHORIZED AL7ERA770N OR ADD/770N TO THIS SURVEY/S A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA770M LAW. COPIES OF 774/S SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING /NS777U770N, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSEYS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY rr CERTIFIED TO: TOPAZ PAGE-GREEN; EMMANUEL ROMAN; MAP OF: FILED: r r SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD { KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 RLE # 226-310 SCALE: 1"=30' DATE: JAN.30,2026 N.Y.S. LISC. N0. 050882 PHONE (831)298-1588 FAX (631) 298-1588 S.C.T.M.# DISTRICT 1000 SECTION 65 BLOCK 1 LOT 16 : .: , -dZ41N4. ;RATE SUFFOLK COUNTY DEPARTMENT OFIHEALTH SERVICES �� •`• : +' APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENC , .ND Pool House • �� ��• �� �'�,•' .•.y Date 02/09/2026 H.S. R-24-1395 • The sewage disposal and vrater supply facilities this location have been inspectedandlor +certi ed by this Department o,r ether agencies and Found to to satisfactory FOR TOTAL f`MAXIMUM OF 9/0Ali . .. �Wa n 4 se.w EF Jona ..•, • t`O••d, ` •E •, H C • t f ft CC` of Wastewater Mianagement 'T !'4 SEPTIC SYSTEM TIE MEASUREMENTS MAIN HOUSE "y ' ,• ,.� HOUSE HOUSE CORNER[E] CORNER© HYDRO-ACTION AN-1100 25' 81' •a. UNIT OUTLET COVER DISTRIBUTION BOX 25.5' 88' \ LEACHING GALLEY • \ Aso, COVER 1 25 96' LEACHING GALLEY \ COVER 2 43 117' \ LEACHING GALLEY D k�- COVER 3 47' 118' • R>� � � ��� • � c� " •, ` J" LEACHING GALLEY COVER 4 32' 96' ccg� 24.4' y r.''. . 0 81. \�. " �c� � \ \_`' � r3 tiro .B �° � •:�:1 / !•:.' �/ o�c�� QPce o� eD .�•.. 1 :......:: ......::::::::;:: ::y� or2bF s ,SOP .� ..... 'Sly .y V �.....:: ::......................... .. �.. CST �:'�:•°:�::;:•::: °J:::•::•::: :.�•::.::::��.. :: �+F•::: ..Qod Cv:::•:::.. \ E �c��c ........ ::: ry �` ....::.:: . F:.... �..:...::::.. ........ : 'I 1 2 tv tiQ?::::: ::. Air 2 .............. ........ ti .QA'� !y Q '+l S`j'..:::::::.::. �" SEWER LINE u od :..F O,Q: s'F` oUo ME �y s S C Y:.: ...::. ...................:: q::::::. :::::::. s .�.: :...::.::::::.....::.�j:41 �` o \ ?0+, \:;;:. . ........... : .............. sr �csF P \ q,,� \ ................ s.. o q�a G' °Ry 9 UNR COND 0 . .......:. . .: ::: o rb �yaa C Ojy Teo 0p�C G/ :: : : : :' s sSroy 0 3, S Qo. �06J A y � ct � ? s yam ' ♦ 10 �0 9�SS 1jr� i% `� O,o UNDERWATER GRANT / °Q Q y / ocT�q Mp/ np � /C1 4 / t �' O i M Ao NS9�� .h O6, � / ^gyp I 70 jj ***- / --\. /ho 1�\ / Ah REVISE - - NOTES: 0, / SE SANITARY 01 30 26 1.DEED REFERENCES ARE TO DEED LIBER 8331 PAGE 105 '00� FINAL SURVEY 06-23-25 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL UPLAND AREA 77,060 S.F.or 1.77ACRES LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS UNDERWATER GROUND 15,000 S.F.or 0.34 ACRES AND OR DATA OBTAINED FROM OTHERS AREA: TOTAL 92,060 S.F.or 2.11 ACRES ELEVATION DATUM: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW PORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 774E ASSIGNEES OF 771E LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 774EY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 771E ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: TOPAZ PAGE-GREEN; EMMANUEL ROMAN; MAP OF: ; FILED: SITUATED AT: SOUTHOLDf TOWN OF: SOUTHOLD t SUFFOLK COUNTY, NEW YORK 4 .K KENNETH M WOYCHUK LAND SURVEYING, PLLC Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 FILE # 226-30 SCALE: 1"=30' DATE: JAN.30,2026 ^'` PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LIS& NO. 050882 Road APPROVED AS NOTED DATTE:3 P5 A5 B.P# S 17 rl�, COMPLY WITH ALL CODES OF ATE&TOWN CODES FEE . Ob BY AS REQ�REDRK TAND CONDITIONS OF NOTIFY BUILDING DEPARTMENT AT SMIOIDTOV310 631-765-1802 8AM TO 4PM FOR THE SOUt}lOLDTO" `Z FLk1"1D4G I]QAM FOLLOWING INSPECTIONS: SOtlO!D TQ'..211RJSTESS FOUNDATION-TWO REQUIRED N.Y.S.DEC FOR POURED CONCRETE swma ROUGH-FRAMING&PLUMBING ��}: �3�5 SCHD )O-Oq-2'f INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR ELECTRICAL DESIGN OR CONSTRUCTION ERRORS 04SPECTION REQUIRED All exterior Iighting PLUMBING Installed,replaced or ALL PLUMBING WASTE repaired shall conform &WATER LINES NEED to Chapter 172 TESTING BEFORE COVERING of the Town Code PLUMMER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM, CANNOT EXCEED 2/10 OF 1% LEAD. I r. NOTES 2080 TOWN HARBOR LANE DRAWING ISSUE SOUTHOLD, NY' 11971 N0. DATE ISSUED FOR 1 12/4/2024 SOUTHOLD DOB FILING GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION BUILDING PERMIT REFERENCES: 50929 fPOOLI & 50928 I•MAIN HOUSEI 2 SCTM# 1000-065.00-01 .00-016.000 3 1.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 INTERNATIONAL BUILDING CODE AND 4 SITE PLAN FOR: 2080 Town Harbor Lane, Southold, NY 11971 WILL COMPLY WITH 2O20 NYS RBC&2018 IBC REQUIREMENTS,AND THE BEST TRADE PRACTICES. 2.CONTRACTOR SHALL BE HELD TO HAVE VISITED AND EXAMINED THE PROJECT SITE BEFORE 5 STM (1000-65-1-.16), ZONED R40 SUBMITTING HIS PROPOSAL SO AS TO FULLY UNDERSTAND ALL EXISTING CONDITIONS RELATING TO THIS 7 SOUTHOLD TOWN, SUFFOLK (COUNTY, NY SITE PLAN BASED ON SURVEY BYNATHANTAFTCORWINIIIDATED12122/2023 WORK. THE NATURE AND SCOPE THEREOF AND THE FEATURES AND DIFFICULTIES THAT WILL AFFECT ITS SHEET LIST 7 EXECUTION. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA AND/OR MATERIALS REQUIRED OR FOR 8 INFORMATION ALLOWED EXISTING PROPOSED DIFFICULTIES WHICH WOULD HAVE BEEN FORESEEN HAD THE REQUIRED INSPECTIONS BEEN MADE.THE 9 CONTRACTOR SHALL TAKE ALL NECESSARY MEASUREMENTS FOR HIS WORK AT THE SITE.VERIFY ALL T-000 COVER SHEET 10 CONDITIONS AND REPORT ANY DISCREPANCY IN DIMENSIONS OR EXISTING CONDITIONS TO THE T-004 PLUMBING RISER DIAGRAM LOT AREA - 77,060 SF - ARCHITECT. 11 3.THE CONTRACTOR SHALL NOT COMMENCE WORK UNTIL A KICK OFF MEETING HAS BEEN HELD AT THE 12 LOT DEPTH (FT) - 319' - 7 1/4" - PROJECT SITE WITH THE OWNER AND ARCHITECT.THE AX-100 PROPOSED POOL HOUSE PLAN PURPOSE OF THIS MEETING IS TO REVIEW THE PLANNED WORK AND TO ENSURE THAT THE WORK IS AX-200 PROPOSED POOL HOUSE ELEVATIONS 232' - 18" DONE IN ACCORDANCE WITH THE APPROVED PLANS. AX-300 PROPOSED POOL HOUSE SECTIONS Revisions LOT WIDTH (FT) - - 4. BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES Revision LOT AREA BUILDABLE (MINUS EASEMENT) 25,251 SF REQUIRED BY GOVERNING NEW YORK CITY AGENCIES. C1 SEPTIC SITE PLAN 5.THE CONTRACTOR SHALL NOT DEVIATE FROM THE APPROVED CONSTRUCTION DOCUMENTS.THE Number Revision Description Revision Date 50' 77' 77' CONTRACTOR IS ADVISED THAT HIS WORK WILL BE STOPPED IF AT ANY POINT IT HAS BEEN DETERMINED C2 SEPTIC DETAILS MIN. FRONT YARD (FT) THAT THE WORK HAS ALTERED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. 6.THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, OBTAIN PERMITS AND ERECT TEMPORARY N MIN. SIDE YARD (FT) 15' 35' 35' - 10" 35' - 10" CONSTRUCTION AS NECESSARY TO SAFEGUARD PERSONS AND PROPERTY. ALL MACHINERY,TOOLS, Y SERVICE LINES AND CONDUITS SHALL BE GUARDED, SHIELDED OR BARRICADED TO PROVIDE SAFETY a MIN. REAR YARD (FT) 100' 113' - 5" 113' - 5" AND TO PREVENT CONTACT WITH PUBLIC. m 7.THE CONTRACTOR SHALL MAINTAIN STRUCTURAL INTEGRITY OF ADJOINING WALLS, GROUNDS AND F_ - - PROPERTY AND PROTECT THE SAME FROM INJURY N MIN. ACCESSORY SIDE YARD (FT) 20' 8.CONTRACTOR SHALL DETERMINE LOCATION, PROTECT AND SAFEGUARD ALL UTILITIES ON AND _ - ADJACENT TO SITE. MIN. ACCESSORY REAR 'YARD (FT) 20' - - 9.THE CONTRACTOR SHALL REPAIR AT HIS OWN COST ALL EXISTING MATERIAL OR EQUIPMENT DAMAGED AS A RESULT OF CONSTRUCTION FOR THIS WORK. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOB SITE CLEAR OF TRASH AND DEBRIS AT THIS APPLICATION IS APPROVED ONLY FOR WORK ALLOWABLE COVERAGE (20T/o) 5,050 SF - - ALL TIMES AND FOR THE REMOVAL OF ALL CONSTRUCTION DEBRIS FROM THE SITE PRIOR TO FINAL INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL COMPLETION. OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TOTAL EXISTING COVERAGE - 11 ,266 SF - 11. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION TO BE CONSIDERED AS EITHER BEING APPROVED OR IN OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. ACCORDANCE WITH APPLICABLE CODES. 13,654 SF 12.THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL TOTAL PROPOSED COVERAGE - - AUTHORITIES. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND ALLOWABLE GROSS FLOOR AREA (GFA) 6,953 SF - - MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS.THE TOTAL EXISTING GROSS FLOOR AREA - 5,290 SF _ CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR Consultants: DURING THE EXECUTION OF THE WORK. Surveyor: 14.THE CONTRACTOR SHALL LAY OUT HIS OWN WORK,AND SHALL PROVIDE ALL DIMENSIONS REQUIRED EXISTING GFA GROUND FLOOR - 2, 717 SF - FOR OTHER TRADES (SPRINKLER, MECHANICAL, PLUMBING, ELECTRICAL, ETC.). Nathan Taft Corwin III 15. SPRINKLER, MECHANICAL, PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS Land Surveyor EXISTING GFA SECOND FLOOR - 1 ,487 SF - LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN- P.O. Box 16 OFFS. James ort, New York 11947 16.THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF p EXISTING GFA.THIRD FLOOR! - 1 ,086 SF - THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. TOTAL PROPOSED GROSS FLOOR AREA - - 5,385 SF 17.ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. 18.THE CONTRACTOR SHALL GUARANTEE THE WORK FOR A MINIMUM OF ONE(1) YEAR FROM THE DATE PROPOSED GFA GROUND FLOOR - - 2,812 CSF OF ACCEPTANCE BY THE OWNER AGAINST ALL DEFECTS IN -- MATERIAL AND/OR WORKMANSHIP.THE IS GUARANTEE SHALL BE SUBMITTED IN WRITING BY THE PROPOSED GFA SECOND FL.00R - - T1, 7 CF CONTRACTOR TO THE OWNER. _ 19.THE CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE HIGHEST DEGREE OF -- �, ,� SKILL, QUALITY AND COMPLETENESS. PROPOSED GFA THIRD FLOOR - - 1�L'' 20.THE CONTRACTOR, UPON COMPLETION OF THE WORK, SHALL ARRANGE FOR DEPARTMENT OF BUILDINGS INSPECTIONS AND SIGNOFFS AS REQUIRED. ALLOWABLE BUILDING HEIGHT (FT) 35' - - 21. NO WORK SHALL BE DONE, EXCEPT BETWEEN THE HOURS OF 9:00 A.M. AND 5:00 P.M. MONDAY THROUGH FRIDAYS. EXCEPT AS OTHERWISE AGREED TO, NO WORK SHALL BE DONE ON SATURDAYS, EXISTIIZ TO REMAIN SUNDAYS AND HOLIDAYS, AND NO WORK THAT CAN PRODUCE UNUSUAL NOISES THAT MIGHT BE PROPOSED BUILDING HEIGHT (FT) - - DISTURBING TO BUILDING OCCUPANTS SHALL BE DONE BEFORE 10:00 A.M. 22.THE CONTRACTOR AND ALL SUB-CONTRACTORS AGREE TO ABIDE BY ALL REGULATIONS AS ' All lots up to 80.000 square feet of lot area 5 1oo square feet plus 5%of the lot area in excess of 40,000 square feet up to a total of 7.100 square feet minimum_ OUTLINED IN THE ALTERATION AGREEMENT _ 23. THE USE OF POWER TOOOLS SUCH AS PNEUMATIC JACKHAMMERS SHALL BE PROHIBITED 24. PROPOSED WORK SHALL NOT ALTER OR RELOCATE THE MAIN PLUMBING, HEATING AND INTERCOM LINES. -"M Architect of Record: SITE PROTECTION PLAN: SYMBOL LEGEND I SAAC - RA E 1.EGRESS.AT ALL TIMES IN THE COURSE OF CONSTRUCTION PROVISION SHALL BE MADE FOR ADEQUATE 43O Main Street EGRESS AS REQUIRED BY NEW YORK STATE, SOUTHOLD TOWN AND SUFFOLK COUNTY 2.FIRE SAFETY.ALL NECESSARY LAWS AND CONTROLS, INCLUDING THOSE WITH RESPECT TO OCCUPIED 1 SECTION NUMBER 2nd Floor DWELLINGS,AS WELL AS ADDITIONAL SAFETY MEASURES NECESSITATED BY THE CONSTRUCTION SHALL St - SHEET NUMBER DOOR NUMBER �--� (SEE DOOR SCHEDULE) Greenport NY 11944 BE STRICTLY OBSERVED. Contact: Isaac Clay Coffey R.A. 3.HEALTH REQUIREMENTS. SPECIFICATION OF MEANS AND METHODS TO BE USED FOR CONTROL OF NYS LIC#039767 DUST, DISPOSAL OF CONSTRUCTION DEBRIS, PEST CONTROL AND MAINTENANCE OF SANITARY ' FACILITIES,AND LIMITATION OF NOISE TO ACCEPTABLE LEVELS SHALL BE INCLUDED. I - DETAIL INDICATOR Q _ WINDOW NUMBER 3.1. THERE SHALL BE INCLUDED A STATEMENT OF COMPLIANCE WITH APPLICABLE PROVISIONS OF LAW (SEE WINDOW SCHEDULE) T. 347-276-6093 E. clay@Isaac-rae.com RELATING TO LEAD AND ASBESTOS, AND SUCH STATEMENT SHALL DESCRIBE WITH PARTICULARITY WHAT MEANS AND METHODS ARE BEING UNDERTAKEN TO MEET SUCH COMPLIANCE. Project: 4.COMPLIANCE WITH HOUSING STANDARDS.THE REQUIREMENTS OF THE NEW YORK CITY HOUSING 1 _ DETAIL NUMBER - - COLUMN NUMBER MAINTENANCE CODE,AND,WHERE APPLICABLE,THE NEW YORK STATE MULTIPLE DWELLING LAW SHALL S1 SHEET NUMBER Town Harbor Lane BE STRICTLY OBSERVED. 5.STRUCTURAL SAFETY. NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGER THE SITE OR 2080 Town Harbor Lane CONTRACTED WORKERS �- DETAIL CLOUD MARKER �- REVISION CLOUD MARKER Southold, New York 11971 6.NOISE RESTRICTIONS.WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK IN WHICH ---- CONSTRUCTION WORK MAY BE UNDERTAKEN ARE LIMITED MONDAY-FRIDAY 7 AM TO 5PM EXCEPT FEDERAL HOLIDAYS +O o LINE INDICATING Project No.: 7.MAINTAINING ESSENTIAL SERVICES.WHERE HEAT, HOT WATER, COLD WATER, GAS, ELECTRICITY,OR - LEVEL INDICATION --_----- - OBJECTS ABOVE IR-02 OTHER UTILITY SERVICES ARE PROVIDED IN SUCH BUILDING OR IN ANY DWELLING UNIT LOCATED +00 - Note:(0'-0"I-+ THEREIN,THE SITE ANC CONSTRUCTION PROTECTION PLAN SHALL SPECIFY THE MEANS AND METHODS --p _ LINE INDICATING Seal/Signature: TO BE USED FOR MAINTAINING SUCH SERVICES DURING SUCH WORK IN ACCORDANCE WITH THE OBJECTS BELOW REQUIREMENTS OF SOUTHOLD TOWN& SUFFOLK COUNTY. IF A DISRUPTION OF ANY SUCH SERVICE IS ANTICIPATED DURING THE WORK, THEN SUCH PLAN SHALL SPECIFY THE ANTICIPATED DURATION OF ❑t - WALL TYPE A - CABINET MARKER SUCH DISRUPTION AND THE MEANS AND METHODS TO BE EMPLOYED TO MINIMIZE SUCH DISRUPTION, EC7 ARC/ INCLUDING THE PROVISION OF SUFFICIENT ALTERNATIVES FOR SUCH SERVICE DURING SUCH / DISRUPTION. �\��GGLAY � �7 r C e r� f - j+ 0 ABBREVIATIONS k' AFF ABOVE FINISHED FLOOR CL. CLOSET EL. ELEVATION B.O. BY OTHERS/OWNER LAM. LAMINATE N.I.C. NOT IN CONTRACT R.A. RETURN AIR TEL. TELEPHONE '10F N 14 A.P. ACCESS PANEL COL. COLUMN EMER. EMERGENCY GL. GLASS L.V. LOW VOLTAGE NO. NUMBER REV. REVISE/REVISION T.B.D. TO BE DETERMINED ACOUS. ACOUSTICAL CONC. CONCRETE EQ. EQUAL GRL. GRILLE MATL MATERIAL Q.C. ON CENTER R.O. ROUGH OPENING TYP, TYPICAL ADJ. ADJACENT CONST. CONSTRUCTION EQPT. EQUIPMENT GFI. GROUND FAULT INTER, MAX. MAXIMUM OPNG OPENING SCHER SCHEDULE U.O.N. UNLESS A/C AIR CONDITIONING CONT. CONTINUOUS EXIST. EXISTING GWB GYPSUM WALLBOARD MECH. MECHANICAL OPP./OPH OPPOSITE/OPPOSITE HAND SECT. SECTION OTHERWISE AL, ALUMINUM DTL. DETAIL EXT. EXTERIOR HNDRL. HANDRAIL MTL. METAL PTD. PAINTED SHT. SHEET NOTED APPROX. APPROXIMATE DIM. DIMENSION FIN FINISH HDWD. HARDWOOD MIN. MINIMUM PARTN. PARTITION SIM. SIMILAR V.I.F. VERIFY IN FIELD ARCH. ARCHITECTURAL DR. DOOR FIN.FL, FINISH FLOOR HVAC HEATING,VENT.&A/C MISC. MISCELLANEOUS PL PLASTER SC SOLID CORE VTNCT BLKG BLOCKING DBL. DOUBLE FPRF, FIREPROOF H.M. HOLLOW METAL MLDG. MOLDING PLYWD.,PLY PLYWOOD SQ.FT. SQUARE FOOT VINYL CLG. CEILING DN. DOWN S.C. SELF-CLOSING HORIZ. HORIZONTAL MTD. MOUNTED POS. POINT OF SERVICE S.STL. STAINLESS STEEL COMPOSITION TILE (Date: Scale: W/ WITH AS NOTED DWG. DRAWING IN. INCHES STD. STANDARD W/0 WITHOUT Drawing Title: 2 C.H. CEILING HEIGHT FL FLOOR MUL. MULLION QTY. QUANTITY 0- CL. CENTER LINE EA. EACH FLUOR. FLUORESCENT NOM. NOMINAL REC. RECESSED INSUL. INSULATION STL. STEEL WD WOOD M C.T. CERAMIC TILE ELEC. ELECTRIC/ELECTRICAL FT FOOT/FEET .A. NOT APPLICABLE REQ'D REQUIRED COVER SHEET �? J.B.JB JUNCTION BOX 5TOR. STORAGE r` co N T N Drawing No.: CD N N T Tf! f� _ i DRIVEWAY a k GREGATE\ { p „,r FINISHED SRADE ^-END PLUG o / / Y TO BE \ m EXISTPow 2080 EXIST GRADE .' ,.. �4 .,«F. HD Efl AND BOX ,�' V »•„� ear d I 1 .....,. -- .. M HOLE ° r HDPE VALVE BOX, ,,,� EXITU/GELEC TOWN l�l d f EXIST COMM LINE-,.1 t - LAMP .0 s r SERVICE LINE ^, r,,,„ w „._ •� " 1r� "d •� / PVC SEWER PIPE, ,,, PVC PIPE D3034 ^„ PAST ' M F TYP - - 5DR 35 W.....�.._... � HARBORLAN R k/" P h 5 ABNJJ h J ^. m PROP SWIMMING I '*. 'r - _ 15 1 PVC 22.5 BEND m w +� `'w m m m r ` a TO owTS z z z X .. V m.,., ,� FROM POOL FENCE�� � +�' ATM } �'` /Tw"' «a. '� +' 4 DWELLING W.�...- TO w PROP SWIMMING � d TER DWELLING HAMLET OF ,. POOL GR'1' f..4..-'�., "w; E ea i F ^ o v 1 � ClTO PVC PVC WYE ` -EXISIN SUPPLY \,,, ""„ PROP WATER SUPPLY LINE SOUTHOLD TO SEE NOTE 17 / DW . n^ .. �. i C d HOUSE ADAPTOR SEE NOTE 12 B 19 IU CL I / �NW�R �Pu Uro t �w m BE A� NTS EANOUT �12o-2 ' > TOWN OF ��aec„LINE UTILITY CROSINC #1 z 1 1 ,: LeiBNE To eE c x I N I � NTs� C-2 C-" SOUTHOLD /SUPPLY LINEYELEG LINE ABANDONED +� I UM OP WATER o o SEPTIC Prepared B SEE NOTE 12 a 19 ^ r Rp'dOP U/0 A1A OOMM P 3'' ENVELOPE,TYP^ ° AND ELEC LINES TO WkSWAM �" �• �. .; mmEXIST U/G ELEC `ry,+°I] , ]� r .^ ONYTS } 20"POLYLOK EXIST Cr1'iA97C^.... f r', ,+'^ \, DI GRADE ON BOX "" ,." .rca•... LINE TO REMAIN pi"` �/ r Must�J2 comprised L""r" 1 R—i pipe the entire SEE 1 FINISHED SAFETYPOLYLOKG3009�NG .. - p 4PVC 030344*R-ft' WASTE LINE , TO BE REMOVED ST SEPTIC PERr v fi Ar'"" +.� �� GRADE 1 AND RISERS _I" ...._ k"C�k;'' k� �` SOCKN STAripAD1AS R '°1' ,r"`'"� OW1';S y ¢ � � ` j] nr' HIE TO SAG HARBOR,NY i1'.0 1 �s r X m z �aw7sROM k°k„k n rTmermmT' WX a. .,m. 4, /r" w FROM 963 a p ] r ry- y+ 'f :y w J OWTS �.m.. TO DRAINFIELD taEWA1 p, w. , EXIST0 d a + , .. r, �' r ,'�" x �. EXISTU/GELEC 'o A 1 ..n N y+,� ''• ^"'r ++ ��"'� ^ '� y/ » why *�y„ .. ^ g'"m PROVIDE SPEm LEVELERS .-4"THICK PRECAST CONRETE NOTE 17INE .^SERVICE LINE Yiw^PROP MA'13LIC L1 "` ON ALL OUTLET PIPES SUPPORT BASE SEE NOTE 17 rv, PROP WATER SUPPLY LINE (WAUTILTER LINEI,ITY STYP„ m + `.: r:i ^ � �p ,"'.^»„,.,, ,% "•••�••` .„„,^ +^ .f 'NO F�A94. "ING SEE NOTE 12 B 19 ,. 1 ,1(.. �s "" m+ r. 'i, r ""^«.._ ,,,..^ N CWd1TEOtl.PArokT. _....... t � I ��' DISTRIBUTION BOX 4 PROP ouTocat EXIST , :.1Jv�1w� �.dY d . 1 C 1 C 2 SHOWER AND GARAGE fi• ,✓" •. ^� " �. ` C" '2 '-k 2 NTS 09/i9/2o2a 9 i5.13 AM C T 6 1 0 4 .M^' o CHANGING ROOM "+. 1� d r. :r UTILITY SCALE:PER PLAN CROSSING #2 J EXIST BRICK rw P JOB NUMBER: 24 076 PROP BASEMENT NTS C^2 C 2 BBO TO REMAIN- ENTRANCE w ` EXIS1 U/6 CSMWIIm;,r.„w LINE TO RCMAJM , � �^ ��' / � ��, �m � FOR OUTDOOR ,..T DRIVEWAY / '„.� ✓`' N 6k EXIST TM P&4'4UPo O SEC NOTE 1T m PROP FLO-WELL f " 0 REMAIN FOR OUT H R EXIST AGGREGATE r.„ p / r „' " r, Jp JP DWELLING �f AY TO BE w SHOWER-.......................� REMOVED °" '5FE.CM1TaWS1 2O 5.21• J r_,' �,. ;"" F „ „.. " r:^,•�. r" '� ,,. A I,Jr,r a . r o6sr P 6 4 BE CONVERTED r 1 6.3 w✓w, .^ .v,. M 5 �. I ,r �,.. 9"�Iwb,: 'dtl S� ^'µ 41R5+' ATIA / f I tiPER ^ ,r. ........,..._ - INTO POOL HOUSE � +� C�Y1YE1.tl.S F #� H` EXIST ABOVE EXIST U/G ELEC TO RE PROPANE TANK TO REMAIN T LINE TO REMAIN UTILITY BOSSING 2 EXIST U/G ELEC(SEWER LINE)- LINE TO REMAIN SEPTIC CONFIGURATION rl-"� —DATE DATE OESCAIPTION SCALE 1 =10' C-1 C 2 DRAWN BY: IDP DESIGNED BY: IDP —. CHECKED .BY: :.......BEG .....— .................. DATE: SEPTEMBER 16,2024 _- „, ......... SCTM*1000-65-1-16 SEPTIC DETAILS a Y C-2 o X-DETAIL MMER Y-CALLOUT PAGE Z-DETAIL LOCATION o S1SAi:,M"OVAC. NOTES / � Asscssc)Rs 5 � 1 / (A 2080 TOWN HARBOR LANE / SOUTHOLD, NY 11971 b 5 ' ( � NO. DATERAWING ISSUE FOR 1 12/4/2024 SOUTHOLD DOB FILING 2 SCTM# 1000-065.00-01.00-016.000 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION BUILDING PERMIT REFERENCES:50929 IPOOLI&50928(MAIN HOUSEI 3 4 1.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 AND TH BEST TRADE BUILDING CODE AND 5 SITE PLAN FOR:2080 Town Harbor Lane,Southold,NY 11971 WILL COMPLY WITH 2O20 NYS RBC&20181BC REQUIREMENTS,AND THE BEST TRAIT PRACTICES. STM 1000-65-1-16,ZONED R40 2 CONTRACTOR SHALL BE HELD TO HAVE VISITED AND EXAMINED THE PROJECT SITE BEFORE B ( ) SUBMITTING HIS PROPOSAL SO AS TO FULLY UNDERSTAND ALL EXISTING CONDITIONS RELATING TO THIS 7 SOUTHOLD TOWN,SUFFOLK COUNTY,NY WORK THE NATURE AND SCOPE THEREOF AND THE FEATURES AND DIFFICULTIES THAT WILL AFFECT ITS SHEET LIST B P EXECUTION.NO ALLOWANCE SHALL BE MADE FOR ANY EXTRAAND/OR MATERIALS REQUIRED OR FOR 9 INFORMATION ALLOWED EXISTING PROPOSED DIFFICULTIES WHICH WOULD HAVE BEEN FORESEEN HAD THE REQUIRED INSPECTIONS BEEN MADE.THE _ CONTRACTOR SHALLTAKE ALL NECESSARY MEASUREMENTS FOR HIS WORKATTHE SITE.VERIFYALL T-000 COVER SHEET 10 LOT AREA 77,060SF CONOITIONS AND REPORT ANY DISCREPANCY IN DIMENSIONS OR EXISTING CONDITIONS TOTHE T-004 PLUMBING RISER DIAGRAM 11 ARCHITECT. 12 3.THE CONTRACTOR SHALL NOT COMMENCE WORK UNTIL A KICK OFF MEETING HAS BEEN HELD AT THE LOT DEPTH(FT) - 319'-71/4" - PROJECTSITE WITH THE OWNER AND ARCHITECT.THE AX-1OO PROPOSED POOL HOUSE PLAN PURPOSE OFTHIS MEETING IS TO REVIEW THE PLANNED WORK AND TO ENSURE THATTIFEWORK IS AX-200 PROPOSED POOL HOUSE ELEVATIONS Revisions LOT WIDTH 282'_18" DONE IN ACCORDANCE WITH THEAPPROVED PLANS. AX-300 PROPOSED POOL HOUSE SECTIONS (� 4.BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF Revision INSURANCE WITH THE DEPARTMENT OF BUILDINGS,OBTAIN ALL REQUIRED PERMITS,AND PAY ALL FEES Number Revision Description Revision Date LOT AREA BUILDABLE(MINUS EASEMENT) 25,251 SF REQUIRED BY GOVERNING NEW YORKCITYAGENCIES. Cl SEPTIC SITE PLAN S.THE CONTRACTOR SHALL NOT DEVIATE FROM THE APPROVED CONSTRUCTION DOCUMENTS.THE C2 SEPTIC DETAILS MIN.FRONT YARD(FT) 50' 77' 77' THAT THEWORK HAS ALTERED TWITHOUT PRIOR WRITTENAPPROVAL FROM THE ARCHITECT. HIS WORK WILL BE STOPPED IF AT ANY POINT IT HAS BEEN E7ERMINED to 6.THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT,OBTAIN PERMITS AND ERECT TEMPORARY Y MIN.SIDE YARD(FT) 15' 35' 35'-10" 35'-10" CONSTRUCTION AS NECESSARY TO SAFEGUARD PERSONS AND PROPERTY.ALL MACHINERY,TOOLS, L, SERVICE LINES AND CONDUITS SHALL BE GUARDED,SHIELDED OR BARRICADED TO PROVIDE SAFETY GO MIN.REAR YARD(FT) 100, 113'-5" 113'-5" AND TO PREVENT CONTACT WITH PUBLIC. F 7.THE CONTRACTOR SHALL MAINTAIN STRUCTURAL INTEGRITY OF ADJOINING WALLS,GROUNDS AND PROPERTY AND PROTECT THE SAME FROM INJURY y MIN.ACCESSORY SIDE YARD(FT) 20' - - 8.CONTRACTOR SHALL DETERMINE LOCATION,PROTECT AND SAFEGUARD ALL UTILITIES ON AND ADJACENT TO SITE. MIN.ACCESSORY REAR YARD(FT) 20' 9.THE CONTRACTOR SHALL REPAIR AT HIS OWN COST ALL EXISTING MATERIAL OR EQUIPMENT DAMAGED AS A RESULT OF CONSTRUCTION FOR THIS WORK. THIS APPLICATION IS APPROVED ONLY FOR WORK 10.CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOB SITE CLEAR OF TRASH AND DEBRIS AT INDICATED ON THE APPLCATION SPECIFICATION SHEL7.ALL ALLOWABLE COVERAGE(20%) 5,050 SF - - ALLTIMESAND FORTHE REMOVAL OF ALL CONSTRUCTION DEBRIS FROM THE SITE PRIORTO FINAL OTHER SSHOWN ARENOTTO BEREUED UPON.OR COMPLETION. TO BE CONSIDERED AS EITHER BEING APPROVED OR IN TOTAL EXISTING COVERAGE - 11,266 SF - 11.OF MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT NECESSARY FOR PROPER CONSTRUCTION ACCORDANCE WITH APPLICABLE CODES. OF- ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. TOTAL PROPOSED COVERAGE - - 13,654 SF 12.THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL AUTHORITIES. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND ALLOWABLE GROSS FLOOR AREA(GFA) 6,953 SF - - MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA.THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS.THE Consultants: TOTAL EXISTING GROSS FLOOR AREA - 5,290 SF CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR Surveyor: THE EXECUTION OF THE WORK 14.THE CONTRACTOR SHALL LAY OUT HIS OWN WORK,AND SHALL PROVIDE ALL DIMENSIONS REQUIRED Nathan Taft Corwin III EXISTING GFA GROUND FLOOR - 2,717 SF - FOR OTHER TRADES(SPRINKLER,MECHANICAL,PLUMBING,ELECTRICAL,ETC.). Land Surveyor 1S.SPRINKLER,MECHANICAL,PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS EXISTING GFA SECOND FLOOR - 1,487 SF - LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN- P.O.BOX 16 OFFS. Jamesport,New York 11947 16.THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING,REPAIRING AS REQUIRED TO PERFORM ALL OF ' EXISTING GFA THIRD FLOOR 1,086 SF THE WORK INDICATED ON THE DRAWINGS,AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. TOTAL PROPOSED GROSS FLOOR AREA - 5,385 SF 17•ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. 18.THE CONTRACTOR SHALL GUARANTEE THE WORK FOR A MINIMUM OF ONE(1)YEAR FROM THE DATE PROPOSED GFA GROUND FLOOR - - 2,812 SF OF ACCEPTANCE BY THE OWNER AGAINSTALL DEFECTS IN ' MATERIAL AND/OR WORKMANSHIP.THE IS GUARANTEE SHALL BE SUBMITTED IN WRITING BY THE PROPOSED GFA SECOND FLOOR 1,487SF CONTRACTOR TO THE OWNER. 19.THE CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE HIGHEST DEGREE OF PROPOSED GFA THIRD FLOOR - - 1,086 SF SKITHE CONTRA TOR.U COMPLETENESS. COMPLETION 20.THE CONTRACTOR,UPON COMPLETION OF THE WORK,SHALL ARRANGE FOR DEPARTMENT OF BUILDINGS INSPECTIONS AND SIGNOFFS AS REQUIRED. ALLOWABLE BUILDING HEIGHT(FT) 35' - - 21.NO WORK SHALL BE DONE,EXCEPT BETWEEN THE HOURS OF 9:00 AM.AND 5,00 P.M.MONDAY THROUGH FRIDAYS.EXCEPT AS OTHERWISE AGREED TO,NO WORK SHALL BE DONE ON SATURDAYS, PROPOSED BUILDING HEIGHT(FT) IIGTOPE"" SUNDSTIAYS AND HOLIDAYS,AND NO URBIINGTO BUILDING OCCUPANSRSHALL BE ONEBEORE1090AMK THAT CAN PRODUCE UNUSUAL�ISES7HATMIGHTBE 22.THE CONTRACTOR AND ALL SUB-CONTRACTORS AGREE TO ABIDE BY ALL REGULATIONS AS OUTLINED IN THE ALTERATION AGREEMENT 23.THE USE OF POWER TOOOLS SUCH AS PNEUMATIC JACKHAMMERS SHALL BE PROHIBITED 24.PROPOSED WORK SHALL NOT ALTER OR RELOCATE THE MAIN PLUMBING,HEATING AND INTERCOM LINES. Architect of Record: SITE PROTECTION PLAN: SYMBOL LEGEND I SAAC - RA E 1.EGRESS.AT ALL TIMES IN THE COURSE OF CONSTRUCTION PROVISION SHALL BE MADE FOR ADEQUATE 430 Main Street EGRESS AS REQUIRED BY NEW YORK STATE,SOUTHOLD TOWN AND SUFFOLK COUNTY __ 2nd Floor 2.FIRE SAFETY.ALL NECESSARY LAWS AND CONTROLS,INCLUDING THOSE WITH RESPECT TO OCCUPIED _ sTcm,xrem Green port NY 11944 DWELLINGS,AS WELL AS ADDITIONAL SAFETY MEASURES NECESSITATED BY THE CONSTRUCTION SHALL R¢rrnaem O De¢000eso¢aa[7 P BE STRICTLY OBSERVED. Contact:Isaac Clay Coffey R.A. 3.HEALTH REQUIREMENTS.SPECIFICATION OF MEANS AND METHODS TO BE USED FOR CONTROL OF NYS LIC#039767 _ DUST,DISPOSAL OF CONSTRUCTION DEBRIS,PEST CONTROL AND MAINTENANCE OF SANITARY FACILITIES,AND LIMITATION OF NOISE TO ACCEPTABLE LEVELS SHALL BE INCLUDED. - pET1'"�'"m Q'Isiwymowsama0 T.347-276-6093 E.claypa Isaac-rae.com 3.1.THERE SHALL BE INCLUDED A STATEMENT OF COMPLIANCE WITH APPLICABLE PROVISIONS OF LAW RELATING TO LEAD AND ASBESTOS,AND SUCH STATEMENT SHALL DESCRIBE WITH PARTICULARITY WHAT Project: MEANS AND METHODS ARE BEING UNDERTAKEN TO MEET SUCH COMPLIANCE. -{���� 4.COMPLIANCE WrTH HOUSING STANDARDS.THE REQUIREMENTS OF THE NEWYORK CITY HOUSING - °�PT' °I \J- °^'"1°�P MAINTENANCE CODE,AND,WHERE APPLICABLE,THE NEW YORK STATE MULTIPLE DWELLING LAW SHALL Town Harbor Lane BE STRICTLY OBSERVED. 5.STRUCTURAL SAFETY.NO STRUCTURAL WORK SHALL BE DONE THATMAY ENDANGER THE SITE OR IxraLaowH 1¢v�anDHsau 2080 Town Harbor Lane CONTRACTED WORKERS - Southold,New York 11971 6.NOISE RESTRICTIONS.WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK IN WHICH CONSTRUCTION WORK MAY BE UNDERTAKEN ARE LIMITED MONDAY-FRIDAY 7 AM TO 5PM EXCEPT _ Project No.: FEDERAL HOLIDAYS - 7.MAINTAINING ESSENTIAL SERVICES.WHERE HEAT,HOT WATER,COLD WATER,GAS,ELECTRICITY,OR �1_ ------ae[aa•m IR-02 / OTHER UTILITY SERVICES ARE PROVIDED IN SUCH BUILDING OR IN ANY DWELLING UNIT LOCATED Seat/ Si Si. THEREIN,THE SITE ANC CONSTRUCTION PROTECTION PLAN SHALL SPECIFY THE MEANS AND METHODS - c„ / TO BE USED FOR MAINTAINING SUCH SERVICES DURING SUCH WORK IN ACCORDANCE WITH THE \!�� G CLAY CpF� r� REQUIREMENTS OF SOUTHOLD TOWN&SUFFOLK COUNTY.IF A DISRUPTION OF ANY SUCH SERVICE IS ANTICIPATED DURING THE WORK,THEN SUCH PLAN SHALL SPECIFY THE ANTICIPATED DURATION OF ❑i - wuLr„e vma<-rwuvx rn ec SUCH DISRUPTION AND THE MEANS AND METHODS TO BE EMPLOYED TO MINIMIZE SUCH DISRUPTION, INCLUDING THE PROVISION OF SUFFICIENT ALTERNATIVES FOR SUCH SERVICE DURING SUCH M DISRUPTION. `+. .���' A ABBREVIATIONS ��r11 AFF ABOVE FNLS ED FLOOR CL CLOSET FL ELEVATION &0. BY OTHERS/OWNER LAM. LAMINATE N.I.C. NOT IN CONTRACT RA RETURN AIR TEL TELEPHONE ~ a A.P. ACCESS PANE. COL Coum 04EIL EMERGENCY a- GLASS LV. LOW VOLTAGE N0. NUMBER REV. REVISF/REVLSION T.B.D. TO BE DETERMINED ACWS. ACOUSTICAL LONG CONCRETE EQ EQUAL GRL GRILLE MAIL MATERIAL D.C. ON CENTER R0. ROUGH OPENING TYP. TYPICAL 03976' �O ADJ. ADJACENT COW. CONSTRUCTION .OH UNLESS - EQpT. EQUIPMENT Cdl. GRGRID FAULT INTER. MAX.MAY. MA1tONLB1 OPNG OPENING SCFFD. $Q1fDOE A/C AIL CONDITIONING CONT, CONTPRAUS OTHERWISE AL ALUMINUM DTL DETAIL Ems. EXIS1fNG HND GYPSUM WALLBOARD MECH. MECHANICAL OPP✓OPH PANTED HAND SECT. SECTION OF IN F1IT. DOBIOR FIIDRL FWMmRAL MTL_ METAL PTD. PANTED SHi. SLEET NOTED _ APPROX. APPROXIMATE DX DIMENSION FI,L Fplly{ HDWD. HARDWOOD AN. M@:PIM PARTN. PARTRION � SpGpR VJF. VERIFY PI FIELDARCH. AROffTEC UI DR. DOOR FIN.FL FINISH FLOOR HVAC HEATING,VENT /C MISC. MISCELLANEOUS PL PLASTER SC SOLID CORE VTNCT VINY BLKG BLOIXMG DBL DOUBLE FPRF. FIREPROOF H.N. HOIJDW Na4TAL MRDG. MOLDWG PLYWD,PLY PLYWOOD SQ.FT. SQKIAREFOOT ' - CLG DOING ON. DOWNOVI& DRAWING S.C. SELFCLOSWG HORIL HORIZONTAL T. MMO�N POS. POINT OF SERVICE SML STAIllESS STEEL COMPOSITION THE Date: Scale: ITH CJL CELING HD6IT FL FLOOR IN. NICHES gy. QUANTRY STD. STANDARD WJ W Dravrirg Title: As rvorso NOK NOMINAL RECESSED W/0 WITHOUT RDDa FLUORESCENT JIL JUNCTION 5TL STEEL wD. WOOD COVER SHEET EL GT. CERAMLTIF ELEC L CENTER LINE EA. �EIECTRIUFIFCDLICAL NA NO APPLICABLE PEQ'D REQUIRED STIR STORAGE � FT FOOT/FFET !$ .IINCIION BOX u°'i- In In fV ,p IraWng No.: N O a - T-000 - ilililililililililililililililililililililililililililllilil NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 12/4/2024 SOUTHOLD DOB FILING 2 3 4 5 6 7 8 9 10 11 12 Revisions — Revlsian Number Revision Description Revision Date THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THEAPPUCATION SPECIFICATION SHEET.ALL OTHER MATTERS SHOWN ARE NOTTO BE RELIED UPON,OR TO SE CONSIDERED AS En HER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES Consultants: Surveyor: Nathan Taft Corwin III Land Surveyor P.O.Box 16 Jamesport,New York 11947 SANITARY RISER DIAGRAM, N.T.S. Architect of Record: ISAAC - RAE <-veM P�LHCN E————————Pewe aoo ————— o� 430 Main Street L.uNeB s N gNowER — -----r---- — ———I--——————r--T-------I GrenlportNY11944 —n. Contact:Isaac Clay Coffey R.A. +-wAsrEUNE :� I + IvENT I NYS LIC#039767 E SHuro�vuves �j I�'�'' _ I We I I Eq T.347-276-6093 E.clay@isaac-rae.com AxO ANACCFSa elsTR BRANCH uuE I+. I I In•onwN wu r rz-eN Project: WASHER _ I Town Harbor Lane +•w 2080 Town Harbor Lane Southold,New York 11971 Project No.: -- IR-02 �T�—PROPosEo aeuT our Seat/Sig re, 5 GAY PR�SEO SETTI LW CSYSfEN.E E TO SIIFFIXI(LOUNry CO\ G F 0. f•151.� -�'4�i DOMESTIC WATER RISER DIAGRAM, N.T.S. NOTE:AS PER THE PLUMBING CODE,ALL SHOWERHEADS,PRIVATE LAVATORY FAUCENTS AND WATER-CLOSETS SHALL MEET THE 03 9761 0 SPECIFICATIONS REQUIRED FOR THE WATER SENSE PROGRAM LABEL AND SHALL BEAR SUCH LABEL,OR SHALL BE APPROVED IN q—DCF—— ——————— —————————T- ——r ——— F NE`Ny ACCORDANCE WITH CODE. I I I C�9EB8� fl ALL HOT AND COLD WATER LINES TO BE INSULATED AFTER ' fi I INSPECTION PRovIOESHUT OPr I I vuveSM AN ACCESS I I I Date: Scale: NO PLUMBING WORKSHALL TAKE PLACE BEYOND THE SCOPE OF PANELATRISEHRRANnH y.•Hw._--- -----..--,—.- +-Hw.._.—.-_-- - - - .-y+•Hw_.�.-Hw..,-.--..--�,.•HW.-1 UNE r--- I 1 �-----r----- I r ASNOTEO D_ WORK OUTLINED IN THE PLANS. ----aa•cw-----.-------..--.i..—a.cw-----v+-pv—.-a.Cw_---------..ar.•uw-.—au•cw—;---.--.—avcw= Drawing Title: wATE,E C,CE: I I i i I PLUMBING&GAS RISER DIAGRAM Iran,— MAXIMUM FLOW RATE OR OUANTITIY xEw sEEa ncz �,c—,,�! I , m LAVATORY,PRIVATE-1.5 GPM AT 60 PSI I I I NE I '"u' We I y ,,ER N HAND-HELD SHOWER HEAD-2.0 GPM AT 80 PSI _ SINK FAUCET-2.2 GPM AT 60 PSI FLoon l i I I �E I I I I �� N WATER CLOSET 128 GALLONS PER FLUSHING CYCLE OR Dewing No.: p EQUIVALENT DUAL FLUSH N = T-004 NOTES CONSTRUCTION PLAN LEGEND: GENERAL NOTES: 1.EXISTING STRUCTURE TO REMAIN. ARTIAL CONVERSION TO POOL HOUSE PROGRAM WITH REMAINING AREA AS STORAGE TO REMAIN. EXISTING WALL TO REMAIN 2.RECLAD EXTERIOR WITH LIKE IN KIND MATERIALS. DRAWING ISSUE 3.CONTRACTOR TO VIF ALL DIMENSIONS. , 0 PROPOSED WALL 4.EXISTING SLAB ON GRADE FOUNDATION TO REMAIN 0 024 DOL 1 1214/ SOUTHOL B FILI NG 2 NO PROPOSED SCOPE 3 4 AREA OF EXISTING FINISHED OFFICE SPACE 5 6 AREA OF NEW POOL HOUSE 7 8 9 10 11 12 NEW WINDOW EXISTING WINDOW TO EXISTING WINDOW EXISTING BE REMOVED AND Ax-zoo TO BE REPAIRED& PROPANE REPLACED WITH NEW PAINTED TANK Revisions STORAGE ENTRY t Revision DOOR 40'-6"VIF Number I Revision Description Revision Date 7'-31/2" 2'-4" 1'-71/2" 3" �T-0" 1T-7" 2'-4" 4'-81/2" Cr O N r _--r- IS P I INDICATED ON THE APPUCATIONSPECIFlCATIONSNEEr.ALL NEW WINDOW I I I OTHER MATTERSSHOWN ARE NOTTO BEREUED UPON,OR EXISTING\ TO BE CONSIDERED AS EITHER BEING APPROVED OR IN I I FRAMING TO ACCORDANCE WITH APPLICABLE CODES. N I DEMOLISH REMAIN I I I I EXISTING STAIRS I I I I Consultants: J EXISTING CHIMNEY I------ II Surveyor: TO BE REPAIRED AS L-----�� Nathan Taft Corwin III NEEDED EXISTING FINISHED I TORAGE Land Surveyor D "/4MMO bRWCTf% 227 SFACE ___ / JaOmesport6New York 11947 ITO RR MAIN Ir II O REMA N is T----jl EXISTING WINDOW TO -----�I BE REPAIRED AND / I + -'p3 2V!202 6 I II PAINTED(X2) _ / FAKROLWF L------il IE ATTIC LADDER -----�I I I OR EQUAL TO I ___-_-II \EXISTING NEW 2X6 FRAMED ACCESS F— COLUMN INTERIOR WALLS IL I ;STORAGEABOVEI L-----� TO REM IAN \TYP. EXISTING 3Axzoo ? I I II OLUMN\ Ax-zoo a - I ------4I \\ O REMAIN N N I II Architect of Record: NEW DOOR I ;NEW WET B_ARIL MINI I o o I `DISH 3'-5" I SAAC - RAE 4 !i FRIDGE, (WASHER 430 Main Street — 27"W SINK] — _ 2nd Floor 3,_0" Greenport NY 11944 Tn Contact:Isaac Clay Coffey R.A. 11'-3"VIFj (19'-1"I T-11 3/4" NYS LIC#039767 101/4"1 143/4j 3,-0"1 T.347-276-6093 E.clay@isaac-rae.com i� ;NEW DOOR 1'-6 2'-9" c Project: OUTDOOR Town Harbor Lane .POOL HOUSE SHOWER I Town Harbor Lane tW' ASHER Sout_-I (NEW DOOR' _ la ` Southold,New York 11971 �!03 SF,—' I I I Project No.: — Joe, I I 3 __ _I ) CHANGING IR-02 NEW WINDOW I (TI POWDER ROOM, foI ROOM I sea Signature: =36 SF —-—Ig1 -h-— 7 - -- -I- � I 19 1J 7L-1111/4' �•��u�'j.�. 3'-81/4" 4'-2" 61/2" i 3'-81/4" 11'-3" 1'-9" 3'-111/4" 13'-43/4" 2'-10" 2'-10" 2'-31/4' 41/4" 2'-6" 63/4' NEW WINDOW z NEW SLIDING DOOR UNIT NEW WINDOW IO�''976T OQ� — Az-aac -zoo I I Data Drawing Title: a PROPOSED POOL HOUSE PLAN rn— r m N PROPOSED POOL HOUSE PLAN DawingND: S 1 O1— cale: 1!2"=1'-0' a — AX — 100 NOTES GENERAL NOTES: 1.EXISTING STRUCTURE TO REMAI . PARTIAL CONVERSION TO POOL HOUSE PROGRAM WITH REMAINING AREA AS STORAGE TO REMAIN. 2.RECLAD EXTERIOR WITH LIKE IN KIND MATERIALS. DRAWING ISSUE _ 3.CONTRACTOR TO VIF ALL DIMENSIONS. 4.EXISTING SLAB ON GRADE FOUNDATION TO REMAIN NO. DATE - ISSUED R 1 12/4/2024 $OUTHOLD DOB FILING 2 3 4 5 EXISTINGWINDOW RELOCATED HVAC NEW STORAGE ENTRY NEW WINDOW 6 EQUIPMENT DOOR 7 — B 9 10 11 EXIST I I 12 ! ® TO REMAIN INOOW Revisions Revision _ -J Number Revision Dascriptlon Revision Date J I I f I i I kil EXISTING PROPANE THISINDIAPPLITEDO THE IS AAPPROwN ONLYFORWONN DINER MATTERSSHOWN ARENOTTO BE RELIED UPON,OR SHOWERWmiCEDAR TANK INDICATED IDERE ASEITHERBPPLICATION SPEING IFICAMONAPPROVE ORIN ALLPROPOSED OUTDOOR I TO BE CONSIDERED AS EITHER BEING APPROVED OR IN CLADDING I I I ACCORDANCE WITH APPUCABLECODES. fJ J I Consultants: _ I Nathan Taft Corwin III f j J 1 ] Land Surveyor P.O.Box 16 —_�-1—I—_—�— I _1 I 1—_1 I 1—_1 I 1—_-1 I 1_1 I 1—_��—_—III—_—�_��—_���—_— - - - - - - 1 I I I� � �� I I — I I _ _ _ _ — = I =1 = — = 1= =1 = I I=1 I =1 1=III=III=III=III=III=1 I =III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III- =1 11=III=III=III=III=III=III=III=III=III=III=III=III=III=1 I I=III=III=III=III=III=III=III= —III I I I_I III—III II III II _I I_ =1 1=III=III=III=III=III= 11=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=1 1=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=1�I=I� I = ____ =_I__ ______- = ___— =I =I =III=I I =I I =III=III=III=III=III=III=III=III=III=III=III=III=III=III= =I I =I I =I I I=I I =I I i=l =I I I=I I=I I=I I =I I I=I =I I =I =I I I=III=III=III=III=III=III=III= —III—III— I I—I I I—I I— I —I I—III—III—III—III I I III III III—III I I I I—III—III—III-1 I I—I11—III—III—III—I11—III—III—I11—III—III—III III-11I—III-11I—III—I11—I I III-III-III III. III III III III-III III III III-III III III III-III-III-III-III-III. III-III-III-III III III III III III III III III-III=III-1 1 PROPOSED POOL HOUSE ELEVATION 1 31 PROPOSED POOL HOUSE ELEVATION 3 Scale: 3/8"=1'-0" Scale: 3/8"=1'-0" NEW WINDOW NEW GLIDING DOOR SYSTEM NEW WINDOW Architect of Record: ISAAC - RAE EXISTING HOIST SYSTEM -REMAIN 430 Main Street 2nd Floor U11'u J EXISTINGACCESS Greenport IN 11944 - HATCH TO REMAIN Contact:Isaac Clay Coffey R.A. NYS LIC#039767 T.347-276-6093 E.clay@Isaac-rae.com I i I ! I Project: Town Harbor Lane — I I 2080 Town Harbor Lane I Southold,New York 11971 .1 I Project No.: I i i I I i t IR=02 EXISTINGWINDOWTO 11 1 it 1 11 II 1 I LI I! NEW DOOR eaV$ BE REPAIREDW) I II I It It II I i1 I II 11 GAY CO ! 1 I NEW WINDOW NEW WINDOW I I I 1 J I p-`•; . 1 ooe J1 ! 11 a 111 111 039761 — I�—III_III_III_III_III—III_III—II�_II�_II�—III—II�_II�_I�I_III—III_III—III_III—II�_II�-II�_II�_II�_II�—III—III III = _ = III � _ _III_III_III—III-III—II�_II�—III—III—III I� _ _ _ _ _ _ _ _ _ _ -III=III—III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III_III_III_III—III=III=III=III—III—I I_I I I—III III—I I_I I I—III—III—III_ I I—III_III_III—III_III_III_III_III_III_III—III_III—III—II�_II�_II�—III—II�_II�_II�_I I- ,_ ,I_,I._I ,_,,,_,,I_.I,_,,I_,I,....-,,,_,,,-,I,_I,,-,,,_,,,_,,I_I,I_I,I-, —III=III=III=III—III—III=III=III—III—III=III—III—III— — — —I —I —III—III—I I— Data: scale: nsNoreo d DiTitle: N PROPOSED POOL HOUSE ELEVATIONS In— m 2 PROPOSED POOL HOUSE ELEVATION 2 4 PROPOSED POOL HOUSE ELEVATION 4 Scale: 3/8"=1'-0" Scale: 3/8" .a Drawing No.: N O V a — AX-200 i l I l I l i l i l I l I l I l I l i l I l i l I l i l I l I l I l i l i l I l i l i l i l I l I l I I I I I l i I I NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 12/4/2024 SOUTHOLD DOB FILING 2 4 5 6 7 8 9 10 12 I Revisions I — I I Revision Number Revision Description Revision Date I I 17 1/4" VIF EXISTING RIDGE BEAM TO I REMAIN THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THEAPPUCATION SPECIFICATION SHEET.ALL OTHER M/D1ERS SHOWN ARE NOTTO BE REUEO GPoN,OR I TO BE CONSIDERED AS EITHER BEING APPROVED OR IN _ ACCORDANCE WITH APPLICABLE CODES. I I I PATCH ROOF consultants: SHINGLES IN Surveyor: KIND AS NEEDED Nathan Taft Corwin III I — I Land Surveyor P.O.Box 16 EXISTING ROOF Jamesport,New York 11947 NEW 8" ASSEMBLY AND COMFORTBATT I RAFTERS TO THERMAL BATT I INACCESSIBLE REMAIN INSULATION NEW 2X6 CRIPPLE WALL ATTIC SPACE — I NEW PTD.1/2"GWB AT CLG,TYP. NEW PTD.5/8"GWB,TYP. 5 1/2"THICK COMFORTBATT EXISTING EXPOSED THERMAL BATT INSULATION R23 EXISTING TRIM JOISTS TO REMAIN AND SOFFIT O EXISTING BEAM TO EXISTING WALL ASSEMBLY III REMAIN,TYP TO REMAIN REMAIN NEW VENTS AT III Architect.[Recortl: EXISTING SOFFIT PATCH&PAINT III ISAAC - RAE EXTERIOR III 430 Main Street SHINGLES IN KIND 2nd Floor AS NEEDED I Greenport NY 11944 Contact:Isaac Clay Coffey R.A. NEW 2X10 DOOR POOL HOUSE I I STORAGE NYS LIC#039767 HEAD SUPPORT i I i LL T.347-276-6093 E.clay@isaac-rae.com NEW 2X6 WALL > NEW EXTERIOR III FRAMING EXISTING Project WOOD TRIM I EXISTING COLUMN c0 EXTERIOR WALL Town Harbor Lane NEW SLIDING III (BEYOND)TO N REMAIN,TYP. 2080 Town Harbor Lane GLASS UNIT I I Southold,New York 11971 NEW PTD.S/8"GWB EXISTING I FRAMING TO Project No.: III REMAIN IR-02 III Seal/Signature: EXISTING III ONISTING GRADE LAB BRED ARFOUNDC CONCR TO REMAIN III REMAIN ATION TO �\°j� G GLAY CO,cy/�� — — — GROUND FLOOR ELEV.16.00 _ _ _ _ _ -_— _ _— — — — _� �_ "_ — — — — —' — _ �=1 1 1= ��=1T 11 I=1��=III=III=III=1 I�=1�I III=�I�_���_���_��1=III=1.11=III=III=��I—III III=III=1 I�__� � I_• ; , —_ — — — —�.—��I ICI—ICI _ _ - -���- -I��—ICI—ICI II _ � — — — — — — — II I—I I�—I —I�5 I=III—� �—i I I— —I I—I 1 I—I I I—I I I-1 I I-1 I I—I I—I I—III—� I—I I—� —� I—..I—I I ICI I—IllI III I—I —� _I 1 I—I I I—I I I—I I I—I I I—I I I—I I I—I I I I I—III—� I—I 1 I—I 1 I—I 1 I—I I —� —I I—III—I I—I I—I I—I I—I 1 I—I �—III—I 1 I—I I—I 1 I—� I—III I I—III—.I I—III—III III—III—�I I—�I I—III—III—�I I—III—I I�—III—I I—III—I I I�—III—I I I- 10'-6"VIF 12'-7" �'9,. 039761 �0¢ 23'-l"VIF EXISTING Date: ns No D.WgTWO: D. m PROPOSED POOL HOUSE SECTIONS N— n N _ 1 PROPOSED POOL HOUSE SECTION 1 v Scale: 314"=1'-0" Drawing No.: N O V a — AX-300 i NOTES CONSTRUCTION PLAN LEGEND: GENERAL NOTES: 1. EXISTING STRUCTURE TO REMAIN. EXISTING FINISH OFFICE AREA PER C/O TO REMAIN. PARTIAL CONVERSION TO POOL HOUSE PROGRAM WITH REMAINING AREA AS STORAGE TO REMAIN. \� EXISTING WALL TO REMAIN 2. RECLAD EXTERIOR WITH LIKE IN KIND MATERIALS. 'DRAWING ISSUE 3. CONTRACTOR TO VIF ALL DIMENSIONS. C \ PROPOSED WALL 4. EXISTING SLAB ON GRADE FOUNDATION TO REMAIN. NO. DATE ISSUED FOR 1 6/24/2024 PRELIMINARY BID SET NO PROPOSED SCOPE 8/13/2024 CONSTRUCTION SET 3 9/10/2024 PLUMBING +APPLIANCE SCHEDULE 4 9/17/2024 CONSTRUCTION SET REV 1 5 9/19/2024 PLUMBING+APPLIANCE REV 1 VARE.A OF EXISTING FINISHED OFFICE SPACE 6 9/24/2024 CONSTRUCTION SET REV 2 7 9/25/2024 CONSTRUCTION SET REV 3 AREA OF NEW POOL HOUSE 8 9/30/2024 CONSTRUCTION SET REV 4 9 10/10/2024 ELECTRICAL PLAN UPDATES 10 10/22/2024 A-413,A-414,A-415,A-425, A-511 11 11/1/2024 A-000,A-100, A-101,A-131, A-401, A-416, A-421, A-424,A-500& HVAC PROGRESS W/IR COMMENTS 12 11/7/2024 A-402 13 11/25/2024 A-000, A-100, A-101, A-103, A-130, A-131, A-132, A-133, A-401, A-402, A-414,A-416, A-426, A-500, A-510, A-511,A-512, A-513, A-514, A-515 NEW WINDOW _ NEW :STORAGE EXISTING WINDOW EXISTING 14 12/17/2024 SEE TITLE PAGE FOR A2x-200 ENTRY DOOR TO BE REPAIRED & PROPANE UPDATED SHEETS PAINTED TANK 15 12/20/2024 SEE TITLE PAGE FOR 1 UPDATED SHEETS 40'-6" V I F A 16 1/12/2026 AS-BUILT FLOOR PLAN ................................................................................ .......------------- ..............._...._.......................................................................................................................................................................................................... .............................................................................................................................................................. ............................................ 6 1/2" T-3 1/2" 2'-4" V-7 1/2" \J 4'-10 3/4" 3'-0" 12'-11 1/4" 2'-4" 4'-8 1/2" THIS APPLICATION IS APPROVED ONLY FOR INDICATED ON HE APPLICATION SPECIFICATION SHEET. ALL ----- ORK -...._..................................--_.. co OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR Am TO BE CONSIDERED AS EITHER BEING APPROVED OR IN Wos ACCORDANCE WITH APPLICABLE CODES. D01 W06 D02 W., \ \. . Consultants: \ Surveyor: Nathan Taft Corwin III Land Surveyor STAIRS; Y \ \ P.O. Box 16 STORAGE \\ Jamesport, New York 11947 \ \ \LOFT TO REMAIIW ` \ \\ \ \ \ �•\. `,\ ', \\ EXISTING FINISHED \ \ �., \, \ \ � \� \� \ \ STORAGE \., EXISTING CHIMNEY C° .\\\ \OFFICE SPACE N \� \ \ t `\ �\. ,ti, \ \, \\262 SF \. TO BE REPAIRED AS ,\\ 227 SF \ \ �.� `� \\ \ \' \ ,\ \, NEEDED8'-11" CLG \ \\ TO REMAIN TO REMAIN\\, \ N \ \\ N 27'-7 1/2" \ 5'-0°' \ \\\ �\ \ 22'2 3/4 EXISTING WINDOW TO10 \\ \ ,� \ BE REPAIRED AND PAINTED (X2) Architect of Record: \ \ \ NEW 2X "TING ` \ \ \ -W _ L(r _ \EXISTING \ \\ 6 , EXISTI G \ \ \ I SAAC - RA E `\ o = O w , COLUMN\\ FRAMED , �, COLUMN \ \\ \ �`\ '\ LL \ CL U) o_ } \`= \TO REMAIN INTERIOR \ �o TO REMAIN �\ \ 430 Main Street > Q ¢ Q o o ` `\,.; \\\WALLS, TYP. \ \ \ \ \ 3 2x-200 2nd Floor �- \ �` \ \ \ Greenport NY 11944 A2X-200 4 c0 \ \, ,� \\ \ \, \\�\\\\\\\\ \ \ 1 X6 CEDAR Contact: Isaac ClayCoffeyR.A. N \ Dos I _.. � � \ � SHOWER NYS LIC#039767 \ - -. _� _ _ ENCLOSURE -------11 1 T. 347-276-6093 E. clay@isaac-rae.com woe 1 DISH li i MINI i NEW WET BAR 3'-6" Project: NEW WINDOW TO I I ................................................................---....-----. ....._ 1 WASHER 11 FRIDGE MATCH EXISTING (X1) Town Harbor Lane \ I E -- °'° CLOSET 3'-�" op 36 SF �` __ _ ___ _ 2080 Town Harbor Lane NEW D O \ „ _ Southold, New York 11971 i �r 19'-1" 1'-6' 2'-9" PB-07 Project No.: -02 <_? Seal/Signature: O I N -CO I OUTDOOR POOL HOWSE SHOWER- - - \ 203 SF NEW DOOR \. I CHANGING ROOM-, `' ✓ ' c' -POWDER ROOM CO -Do3- FEB 9 ' J \ i 36 SF : ..........__..._.....-.._.._....._. . W03 ; � W04 ('tJ 6n I T-8 1/4" Date: Scale: 001 AS NOTED Drawing Title: o- 1 V-3" 6 1/2"--- V-8 1/2" 3'-11 3/4" 13'-4 3/4" 1 2'-10" 2'-10" 2'-3 1/4" PROPOSED POOL HOUSE PLAN - PHASE 1 M I ao 2 I r NEW WINDOW 1 NEVW SLIDING DOOR UNIT NEW WINDOW co 2X 30 IA2X-2001 I Drawing No.: N u N r PROPOSED POOL HOUSE PLAN - PHASE 1 1 - T Scale: 1/2"' = V-0" W - 7 PT NOTES CONSTRUCTION PLAN LEGEND: GENERAL NOTES: 1. EXISTING STRUCTURE TO REMAIN. EXISTING FINISH OFFICE AREA PER C/O TO REMAIN. PARTIAL CONVERSION TO POOL HOUSE PROGRAM WITH REMAINING AREA AS STORAGE TO REMAIN. EXISTING WALL TO REMAIN 2. RECLAD EXTERIOR WITH LIKE IN KIND MATERIALS. DRAWING ISSUE --- 3. CONTRACTOR TO VIF ALL DIMENSIONS. 4. EXISTING SLAB ON GRADE FOUNDATION TO REMAIN. NO. DATE ISSUED FOR PROPOSED WALL 1 6/24/2024 PRELIMINARY BID SET 2 8/13/2024 CONSTRUCTION SET NO PROPOSED SCOIPE 3 9/10/2024 PLUMBING +APPLIANCE SCHEDULE 4 9/17/2024 CONSTRUCTION SET REV 1 �� � AREA OF EXISTING FINISHED OFFICE SPACE 9 19 2024 PLUMBING +APPLIANCE REV 1 6 9/24/2024 CONSTRUCTION SET REV 2 7 9/25/2024 CONSTRUCTION SET REV 3 AREA OF NEW POOL HOUSE 9 30/2024 CONSTRUCTION SET REV 4 9 10/10/2024 ELECTRICAL PLAN UPDATES 10 10/22/2024 A-413, A-414, A-415,A-425,A-511 11 11/1/2024 A-000,A-100,A-101, A-131,A-401, A-416,A-421, A-424,A-500& HVAC PROGRESS W/IR COMMENTS 12 11/7/2024 A-402 13 11/25/2024 A-000, A-100,A-101, A-103, A-130, A-131, A-132, A-133, A-401, A-402, A-414,A-416, A-426, A-500, A-510,A-511, A-512, A-513, A-514, A-515 NEW WINDOW NEW STORAGE EXISTING WINDOW EXISTING 14 12/17/2024 SEE TITLE PAGE FOR A2x-200 ENTRY! DOOR TO BE REPAIRED & PROPANE UPDATED SHEETS 1 PAINTED TANK 15 12/20/2024 SEE TITLE PAGE FOR UPDATED SHEETS 40'-6" V i F AI 16 1/12/2026 AS-BUILT FLOOR PLAN 6 1/2" T-3 1/2" 2'-4" V-7 1/2" 4'-10 3/4" 1 3'-0" 12'-11 1/4" 2'-4" 4'-8 1/2" THIS APPLICATION IS APPROVED ONLY FOR WORK ................................................._....._.__......._.........._.......___.._._._. INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN j ACCORDANCE WITH APPLICABLE CODES. i wos D01 W 06 D02 ----------..........._..... \\�\ � � \ \ \ Consultants: Surveyor: \ � \\ \ •\ INathan Taft Corwin III Land Surveyor `EXISTING STAIRS TO STORAGE P.O. Box 16 Jamesp ort, New York 11947 LOFT TO REMAIN' � \ EXISTING FINISHED ► \. _, I � � � \ STORAGE \OFFICE SPACE �` EXISTING CHIMNEY ` 7 F `� '� \262 SF TO BE REPAIRED AS 22 S NEEDED1" CLG \ TO REMAI\ XRI� TO REMAIN N \ `` �\� 2T-71/2" N EXISTING WINDOW TO \� 5'-0" \ 22'2 3/4\ \ XON lo BE REPAIRED AND PAINTED (X2) \ CO X\` \ \ \ \\ Architect of Record: \ _ _ _ _ \ \EXISTING �I�VEW 2X6 \EXISTING ` ` _ 't w �' wCOLUMN �\� FRAMED COLUMN: �� \. �\ ` I SAAC FAA E LL \ IL U) rZ o \TO REMAIN, �IINTERIOR �`'\TO REMAIN,\� �� \ 3 2x-too 430 Main Street > \ \ \, Q Q o `�, \`WVALLS, TYP. ` \� \ , \`. 2nd Floor ` \ ,� \ , \ \ Greenport NY 11944 \, �\ \\ T � A2X 200 \ y 1 X6 CEDAR Contact. Isaac ClayCoffey R.A. N SHOWER NYS LIC#039767 ENCLOSURE i T. 347-276-6093 E. clay@isaac-rae.com woe \ ` I DISH °I i MINI i NEW WET BAR 3'-6" Project: NEW WINDOW TO \, `� ` ` �` I 1 ............_.._ 1 WASHER ° FRIDGE ° - ------- ................... MATCH EXISTING (X1) \ E I \• { _ ( D10 CLOSET 3 o Town Harbor Lane - - �` j 36 SF __. ,,` 2080 Town Harbor Lane : ` NEW 00 + .- _ ! Southold, New York 11971 IPro'ect No.: , �� 1 1 1 1 6 2 9 - 9 11 3 VIF PB 07.1. _.. Ln \ w _ _._ C? Seal/Signature: o coT � \ \ 00 OUTDOOR \ \ \ POOL HOUSE a" SHOWER- �`, \ 203 SF NEW DOOR a \ CHANGING M ROOM...:: __... -POWDER ROOM- - - -4 D03 M .; D04 C'a _... � 36 SF _.. ... _,. .... I 7'-111/4" ;i 1r.. i / _.. 3'-8 1/4" Date: Scale: I -- --- - � I 1 AS NOTED Drawing Title: 11'-3" 6 1/2"- 1'-8 1/2" 3'-11 3/4" 13'-4 3/4" 2-10" 2'-10" 2'-3 1/4" PROPOSED POOL HOUSE PLAN - PHASE 1 co `_ NEW WINDOW , NEW( SLIDING DOOR UNIT NEW WINDOW N 2x-30 A2X-200 � Drawing No.: u N PROPOS>ED POOL HOUSE PLAN - PHASE 1 r 1 Scale: 1/2"' = V-0" m NOTES CONSTRUCTION PLAN LEGEND: GENERAL NOTES: 1. EXISTING STRUCTURE TO REMAIN. EXISTING FINISH OFFICE AREA PER C/O TO REMAIN. PARTIAL CONVERSION TO POOL HOUSE PROGRAM WITH REMAINING AREA AS STORAGE TO REMAIN. -� EXISTING WALL TO REMAIN 2. RECLAD EXTERIOR WITH LIKE IN KIND MATERIALS. DRAWING ISSUE -- - --� 3. CONTRACTOR TO VIF ALL DIMENSIONS. PROPOSED WALL 4. EXISTING SLAB ON GRADE FOUNDATION TO REMAIN. NO. DATE ISSUED FOR 1 6/24/2024 PRELIMINARY BID SET 8 13/2024 CONSTRUCTION SET NO PROPOSED SCOPE 3 9/10/2024 PLUMBING +APPLIANCE SCHEDULE 4 9/17/2024 CONSTRUCTION SET REV 1 �\\ AREA OF EXISTINIG FINISHED OFFICE SPACE 5 9/19/2024 PLUMBING+APPLIANCE REV 1 6 9/24/2024 CONSTRUCTION SET REV 2 7 9/25/2024 CONSTRUCTION SET REV 3 AREA OF NEW POOL HOUSE 8 9/30/2024 CONSTRUCTION SET REV 4 9 10/10/2024 ELECTRICAL PLAN UPDATES 10 10/22/2024 A-413, A-414, A-415,A-425, A-511 11 11/1/2024 A-000,A-100, A-101,A-131, A-401, A-416,A-421, A-424, A-500& HVAC PROGRESS W/IR COMMENTS 12 11/7/2024 A-402 13 11/25/2024 A-000, A-100, A-101, A-103, A-130, A-131, A-132, A-133, A-401, A-402, A-414,A-416, A-426, A-500, A-510, A-511, A-512,A-513, A-514, A-515 NEW WINDOW NEVV STORAGE EXISTING WINDOW EXISTING 14 12/17/2024 SEE TITLE PAGE FOR A2x-200 ENTRY DOOR TO BE REPAIRED & PROPANE UPDATED SHEETS PAINTED TANK 15 12/20/2024 SEE TITLE PAGE FOR 1 UPDATED SHEETS 15 16 1/12/2026 40'-6" VIF i AS-BUILT FLOOR PLAN ............................................................._.................................................._.._...._........_.......---......._........_............._..-- ._._.._..._......_._............................................................................................................................................... .......... ............. ................................. ............ ........................................................................... ................................6 1/2" T-3 1/2" 2'-4" V-7 1/2" \ 4'-10 3/4" 3'-0" 12'-11 1/4" 2'-4" 4'-8 1/2" THIS -- - .._-- -- - ---.._......._.._..co K APPLICATION IS APPROVED ONLY FOR WORK ------_- - � INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR i TO BE CONSIDERED AS EITHER BEING APPROVED OR IN wos ACCORDANCE WITH APPLICABLE CODES. i D01 W 06 D02 Consultants: Surveyor: \ \ \ \ Nathan Taft Corwin II \ \ \ \\\ �\ \ \ \ �. `•\\\ \ \\,\"ti \\ l\``\ \\ \ \` \ \ \ \ \ \ `\ Land Surveyor STAIIRS P.O. Box 16 TO STORAGE Jamesport, New York 11947 \ \\ \ LOFT TO REMP\IN N STORAGE EXISTING CHIMNEY TO BE REPAIRED AS NEEDED \\ \\ 8'-11" CLG \ \\\ \ \\ TO REMAIN \ \ \ \ \ \ -7 1/2 r EXISTING WINDOW TO 5'-0" ` \ \.� \ 22'-2 3/4'\� \ \`\\\\\\ 00 BE REPAIRED AND - PAINTED (X2) Architect of Record: w _ \EXISTING \\NEW 2X6 EXISTING �\ \, I SAAC - RA E o = o } \ COLUMNS \FRAMED \ \ COLUMN\ \\ \ \ LL d. U) LL o \TO REMAIN \INTERIOR \ \TO REMAIN \ \\ \ 430 Main Street ¢ ¢ ¢ o �\ \ \ \ \. \ 3 2x-too 2n Floor � - � `'\ �\\WALLS, TYP. \\ �\ \'\ t d o0 T .--........................_...._..._...... ._....._... \\ \ \ \ \ Greenport NY 11944 A2X 200 4 \ C\, `\ \ \\\ \ \ 1 X6 CEDAR Contact: Isaac Clay Coffey R.A. \ ` SHOWER ENCLOSURE NYS LIC# 3 0 9767 \ \\ \ r-------,, T. 347-276-6093 E. clay@isaac-rae.com \ \ \ \ ' DISH I i MINI i NEW WET BAR 3'-6" Project: NEW WINDOW TO `\. \ \ I I' i i MATCH EXISTING (X1) WASHER i FRIDGE _..._..------------.--.-.-----_ \ I D10 3-0 Town Harbor Lane CLOSET 36 SF `` ! 2080 Town Harbor Lane \ NEW 00 I - - _\ i Southold, New York 11971 19'-1" 1 -6 2-9 PB-07. i Project No.: i J a iR-02 LO N C) I Seal/Signature: o �, \ I _...... cY OUTDOOR \\ POOL HOUSE \\ \ i I M SHOWER 203 SF NEW DOOR o \ \ i � r CHANGING \\\ \ \ \ \\ \ ROOM _ POWDER ROOM - o -D03- - '-- - - \\ 1 D04 C') 36 SF \ \ 7'-11 1/4" I wo3 i woa i:V 6" I i 3'-8 1/4" Date: Scale: - ' � "! AS NOTED Drawing Title: 11'-3" 6 1/2"- j V-8 1/2" 3'-11 3/4" I 13'-4 3/4" 2'-10" 2'-10" 2'-3 1/4" PROPOSED POOL HOUSE PLAN - PHASE 1 C? i - 00 2 l T NEW WINDOW 1 NEW SLIDING DOOR UNIT NEW WINDOW N 2X 30 A2X-200 Drawing No.: N u i N r PROPOSED POOL HOUSE PLAN - PHASE 1 Scale: 1/2" = V-0" '� OPINION 77 NOTES CONSTRUCTION PLAN LEGEND: GENERAL NOTES: 1. EXISTING STRUCTURE TO REMAIN. EXISTING FINISH OFFICE AREA PER C/O TO REMAIN. PARTIAL CONVERSION TO POOL HOUSE PROGRAM WITH REMAINING AREA AS STORAGE TO REMAIN. \^ \ EXISTING WALL TO REMAIN 2. RECLAD EXTERIOR WITH LIKE IN KIND MATERIALS. DRAWING ISSUE 3. CONTRACTOR TO VIF ALL DIMENSIONS. �----- 4. EXISTING SLAB ON GRADE FOUNDATION TO REMAIN. NO. DATE ISSUED FOR PROPOSED WALL 1 6/24/2024 PRELIMINARY BID SET 2 8/13/2024 CONSTRUCTION SET NO PROPOSED SCOPE 3 9/10/2024 PLUMBING +APPLIANCE SCHEDULE \ \` 4 9/17/2024 CONSTRUCTION SET REV 1 \� \� AREA OF EXISTING FINISHED OFFICE SPACE 5 9/19/2024 PLUMBING+APPLIANCE REV 1 \\\. 6 9/24/2024 CONSTRUCTION SET REV 2 7 9/25/2024 CONSTRUCTION SET REV 3 AREA OF NEW POOL HOUSE 9 30 2024 CONSTRUCTION SET REV 4 9 10/10/2024 ELECTRICAL PLAN UPDATES 10 10/22/2024 A-413,A-414, A-415,A-425, A-511 11 11/1/2024 A-000,A-100,A-101,A-131, A-401, A-416, A-421, A-424,A-500& HVAC PROGRESS W/IR COMMENTS 12 11/7/2024 A-402 13 11/25/2024 A-000, A-100, A-101,A-103, A-130, A-131, A-132, A-133, A-401, A-402,A-414, A-416, A-426, A-500, A-510, A-511, A-512, A-513, A-514, A-515 NEW WINDOW NEW STORAGE EXISTING WINDOW - EXISTING 14 12/17/2024 SEE TITLE PAGE FOR A2x-200 ENTRY DOOR TO BE REPAIRED & PROPANE UPDATED SHEETS PAINTED TANK 15 12/20/2024 SEE TITLE PAGE FOR 1 UPDATED SHEETS 15 40'-6" V I F 16 1/12/2026 AS-BUILT FLOOR PLAN .................................................. __...............-----........................................................_......--------_...-...................................................................._.................................._. ------ . ...... .......................... .....................-----------------------........... ..................... . . ..... ........................ -- ...... .................. .............6 1/2" T-3 1/2" 2'-4" V-7 1/2" 4'-10 3/4" 31-011 12'-11 1/4" 2'-4" 4'-8 1/2" THIS APPLICATION IS APPROVED ONLY FOR WORK -- ---- ""--" "----"-" -- INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN was ACCORDANCE WITH APPLICABLE CODES. D01 W 06 D02 Consultants: \ \ \ Surveyor: \ \ \ Nathan Taft Corwin III \ EXISTING STAIRS> \` `X \`\ \ Land Surveyor `T \\� P.O. Box 16 O STORAGE Jamesport, New York 11947 LOFT TO REMAIN` \ \ \\ \ � , \ EXISTING FINISHED ,STORAGE\\OFFICE SPACE \ \ \ \ \ \ EXISTING CHIMNEY �\ SF `227 SF TO BE REPAIRED AS NEEDED \\ 1; \.\\8 7 CLG\ \\\, \ \ \,.\ PTO REMAIN \ \ = \ \ \ \ \ \\ \ \ N\ \TO REMAIN\\. \ \ �, .. \ \ \_ \\ `\\ \ \ \ 71/2 -, " �.\ 1 11\ \ \ EXISTING WINDOW TO _..--------- \\� 51-0 \ \ \�, \� \ \ \ 22-2 3/4 �;\ \\ I, \ \ BE REPAIRED AND \`;\` PAINTED (X2) \ 00 1 ,Architect of Record: \ \ \\ w= o � \ \\\ ISTING ISTIN�I1E 2X6 I SAAC - R A E w COLUMN , \\ COLUMNS-� \ \\ \ \\ \ \ \ \ IL U) } �� �\TO REMAIN. (INTERIOR \ \ �\TO REMAIN \ \ \ 430 Main Street <3A2X-200 WVALLS TYP. 2nd Floor _._._....._................... `\ `\\ `. \\. \ Greenport NY 11944 A-2X-200>4 \ \ 1 X6 CEDAR Contact: Isaac Clay Coffe y R.A. SHOWER NYS LIC#039767 \ r__®_®__ ENCLOSURE T. 347-276-6093 E. clay@isaac-rae.com woe I l) T \ \ \ I DISH I I MINI I NEW WET BAR 3'-611 Project: NEW WINDOW O \\ \\ MATCH EXISTING (X1) \ \ \ ! WASHER `i FRIDGE ( _ .. .___......._..__.._........_..____._.._..._....._._._.___.._____. ..__ D10 CLOSET 3'-0l� Town Harbor Lane 36 SF " 2080 Town Harbor Lane NEW DOO Southold, New York 11971 1 11 1 ! 1 1 (Project No.: - 11 -3 VIF - - - - \ 1 1 1 2 9 _. _.9 6 I r3 10 t[T� 'i I cV 1 'Sea Signature: of \ r I 1 \ \ L J E o i � OUTDOOR PO OL HOUSE SHOWER co j 203 SF NEW DOOR o i 1 \ \ I I CHANGING - \\ -POWDER ROOM r� l Do4\ 36 SF �' _.-, W 03 I , W04 N 6f1 i D66 /.... I i 1 I 3'-8 1/4" Date: Scale: ....__.. .---- ----..._.__.._.-..... --... ...._ AS NOTED i (Drawing Title: n 1 V-3" 6 1/2" V-8 1/2" T-11 3/4" 13'-4 3/4" 2'-10" 2'-10" 2'-3 1/4" PROPOSED POOL HOUSE PLAN - PHASE 1 coo i - 00 2 I u7 r NEW WINDOW , NEW SLIDING DOOR UNIT NEW WINDOW N 2X 30 A2X-200 I Drawing No.: low N T .I PROPOSED POOL HOUSE PLAN - PHASE 1 Scale: 1/2" = V-0"