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HomeMy WebLinkAbout52065-Z hoy�doF souTyo`o Town of Southold * * P.O. Box 1179 �0 53095 Main Rd COUNT Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47117 Date: 06/05/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND ALTERATION Location of Property: 1355 Bay Home Rd Southold, NY 11971 Sec/Block/Lot: 56.-5-3 6 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 06/09/2025 Pursuant to which Building Permit No. 52065 and dated: 07/07/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations to an existing single family dwelling as applied for. The certificate is issued to: Gregory John P Trust Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 26-105587 05/19/2026 PLUMBERS CERTIFICATION: George Berry Jr. 05/10/2026 uth ri d S gnature ��OFSOUryO 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#: 52065 Date: 07/07/2025 Permission is hereby granted to: Gregory John P Trust 2865 SE Dune Dr Stuart, FL 34996 To: Construct additions and alterations to an existing single-family dwelling as applied for. Floodplain development permit is required.Amended 10/2/25 to increase sf of family room addition and reconfigure the laundry room. Premises Located at: 1355 Bay Home Rd,Southold, NY 11971 SCTIVI#56.-5-36 Pursuant to application dated 06/09/2025 and approved by the Building Inspector. To expire on 07/07/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $840.00 CO Single Family Dwelling-Addition/Alteration $100.00 Flood Permit $150.00 Amendment Fee $70.00 Total $1,160.00 Building Inspector �NOFso�Tyo 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#: 52065 Date: 07/07/2025 Permission is hereby granted to: Gregory John P Trust 2865 SE Dune Dr Stuart, FL 34996 To: Construct additions and alterations to an existing single-family dwelling as applied for. Floodplain development permit is required. Premises Located at: 1355 Bay Home Rd,Southold, NY 11971 SCTIVI#56.-5-36 Pursuant to application dated 06/09/2025 and approved by the Building Inspector. To expire on 07/07/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $840.00 CO Single Family Dwelling-Addition /Alteration $100.00 Flood Permit $150.00 Total 51,090.00 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 G&S Electric John Gregory PO Box 215 1355 Bay Home Road 4 Southold, NY 11791 Southold, NY 11971 Located at: 1355 Bay Home Road, Southold, NY 11971 Application Number#: 26-105587 Certificate#: 26-105587 Electrical License#: 578-ME/31568-ME Section: Block: Lot: Building Permit#: 52065 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring,described below, located in/on the premises at: Master Bedroom/Family Room/HVAC Unit(1) 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 compliance therewith on the 19th day of May 2026 Name QTY Fixture Outlet- 15 Amp, 120V 6 Combo Smoke&Carbon Detector- 15 Amp, 120V 1 AC Condenser-30 Amp, 220V 1 HVAC Blower-30 Amp, 220V 1 GFI Receptacle- 15 Amp, 120 V 4 Switch- 15 Amp, 120V 35 Recessed Fixture-15 Amp, 120V 42 Smoke Detector-15 Amp, 120V 4 Electrical Inspector:Anthony Giordano ^109a:`APPROVED�'= 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 G &S Electric John Gregory PO Box 215 1355 Bay Home Road Southold, NY 11791 Southold, NY 11971 Located at: 1355 Bay Home Road, Southold, NY 11971 _ Application Number#: 26_10,55_87 _C_ertificate#:_26-10558_7_ Electrical License#: 578-ME/31568-ME Section: Block: Lot: Building Permit#: 52065 Name QTY Duplex Receptacle- 15 Amp, 120V 20 Electrical Inspector:Anthony Giordano ='�iAPPRQYED!o_ I � - Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 � L. ? 1vr BUILDING DEPARTMENT TOWN OF SOUTHOLn i MAY 2026 CERTIFICATION i Date. Building Permit No. J (e Owner: r-1 (Please print) Plumber: eo�' 12& P, C (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lumbers S' ture) Sworn to before me this g day of ` 20-2L G1C� Notary Public, County VhCK11:'BERRY , Notary�'ftblic State of New-York No.'01 BE6070081 'Qualified in Suffolk Coup;y Commission Expires hO�aOF SOUTyo� — # # TOWN'.OF SOUTHOLD BUILDING DEPT. o m, �� 631-765-1802 INSPECTION [ O ATION'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: DATE I0 INSPECTO OF SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. ^ou N,� 631-765-1802 INSPECTION . [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] ..F DATION 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: DATE o INSPECTO 1,✓ SOUIyo --- - --- y TOWN.OF SOUTHOLD BUILDING.DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ]. FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [. ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) . [ . ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: U u (V rlivf�j I l S � DATE ANSPECTOR OF SO//Th°lo # # TOWN OF SOUTHOLD BUILDING DEPT. couH►v, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] OUGH 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 REMA KS: DATE INSPECTO Of SOUTyOIo # . # TOWN OF SOUTHOLD BUILDING DEPT. coorm��' 631-765-1802 �-W& INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUG LBG. [ ] FOUNDATION 2ND [ ] I ULATION/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: C T I DATE fDJWY& INSPECTOR East • insulation 1977 Main Road, Laurel NY 11948 PROJECT INFO: DATE OF WORK: 1/28/2026 1355 BAY HOME ROAD SOUTHOLD, NY Location ffisplation,Type inches. R"Vallue ROOF RAFTERS 2LB CLOSED 7 49 CELL SPRAY MAY 2 6 2026 FOAM BASEMENT ROCKWOOL 5.5 23 Suilding Department CEILING COMFORTBATT TOV-11n +Ji Ou((2twlCl ----------------------- ---------------------------------------------------- ------------- .................... EXTERIOR WALLS 2LB CLOSED 2 14 CELL SPRAY FOAM --------------------------------------------------------------------------------------------------------------------. EXTERIOR WALLS FIBERGLASS 3.5 13 BA17 -------------------------------------------- --------------- -------------------------------------- -------- FOUNDATION 2LB CLOSED 2 14 WALLS CELL SPRAY FOAM --------------------------------------------------------------------------------------------------------------------. WINDOW/DOOR LOW EXPANSION AIR SEAL FOAM ------------------- ------- --------------- ------------- ---------- -------- -----------__----- ----- FIRE-STOP FIRE-BLOCKING FOAM DATE OF FIRE-STOP: 1/28/26 Authorized Signature I Frank Fenoy Jr certify that project referenced above was insulated as estimate signed by home owner/ builder, and that the install was preformed in conformance to the applicable codes and or verified by architect and or HERS rater prior to install. DATE OF FIRE-STOP: 1/28/26 FIELD INSPECTION REPORT DATE COMMENTS in FOUNDATION (1ST) - _. i_ �� O ----------- -------------------------------------- -------- FOUNDATION (2ND) 7 ROUGH FRAMING & -/-/ - -..—._ ..oU . ... J_/P/I/lJ� . � s /1/le4ei PLUMBING - - - ✓-_. . .__.-.- ( �. r n vl i r -- INSULATION PER N. Y. STATE ENERGY CODE - -- ---- - - - - ---- - ----------- -- -- �✓ Al FINAL ADDITIONAL COMMENTS v O X 73 � ro � y Cf7 - -- -- -----... .--------- -----. .. - - - - - ._ ... ------- ----- - -- ----- -- -- _. ._... x 0 ro TOWN OF SOUTHOLD—BUILDING DEPARTMENT o� °yam Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 hgps://www.southoldtownnygov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only p PERMIT NO. S Building Inspector: jv JUN — 9 2025 Applications and#orms must be filled out m their entirety Incomplete r Building Department apphcat>ins will not be accepted:,!Alhere;the Applicant is not tte owner,an, Town of Southold Ouvner's AutFiorization form'(Page 2l sh'all 6e completed Date: -OWNER(5�OF PROPERTY ° Name..... _. ._ ._.._ _ SCTM#1000- r ,'_�O__`d��.. lit .�. Project Address: Phone#: �J . -�®_ Email: f' ON A600.__9- 46. C"CIY1 Mailing Address: L ¢ONTO PERS®N Name: j � Mailing Address _.. � _ P- ?lr 0- __ Phone#: .._.'�t` �j5tJ Email ,DESIGN PRQFESSIONAL INFORMATION s Name Mailing AddressPhone#: Email: CONTRACTOR INFORNlATIOIl�f: Name: Mailing Address: Phone#: Email: ESCRlPTION;OF PROP,OSE[2.CONS7 R!lCTIOlU �a d ❑New Structure Xddition ❑Alteration ❑Repair ❑Demolition Esti1nated Cost of Project: ❑Other Will the lot be re-graded? ❑YesXNO Will excess fill be removed from premises?VYes ❑No 1 a a PROPERTY INFORMN ION a _ °•° Intended use ofproperty: Existing use of propertyi iv ;;�' 0 1,�? Zone or use district inwhich premises is situated: Are there any covenants and restrictions with respect_to �. this.property? D.Yes ON iFYES,PROVIDEA COPY. [)Chad+,Box After Reading: The owner/p�na;Jdesign ptafassional is responsible far all drainaga and storm water issues as provided by Chapter 23E of the Town code.APPLICATION IS HEREBY iV DE to the BW-iding bepar•rnent for the is..uanceof a Building Pern:it'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 of demolition as herein described.The applicant agrees to.complywith 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.Mtements made herein are punishable as a Class_A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(prin n me ltathoriaed Agent ❑t)IriiiTetr Signature of Applicant: bate., STATE OF NEIAi Y'ORK)' COUNTY Or v I K being duly sworn;deposes and says.that:(s)he is the applicant (Name of individual signing contract)above named, (S)he is ther4:i�e "a (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,;and_is duly.authorized to perform or have performedAhe-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 willbe,performed.in the rlianner set forth in the application file:thereik�lth.. Sworn blefotre me this 9 1 day of ,ne- 20 � S 1- Notary Public p-.m Q g DAWN MARIE GUARNERA r�c��a.PER i V to ifilE3� A TT FJ0Rg�`a 1G1, Notary Public-state of New York v"dhere the applicant is n6tthe owner) N0,01GU Suffolk c 3 { Qualified in Suffolk County My Commission Expires Dec 28, 2028 1, Jr�ti1�+�1 li� t3c�, l residingat Lz (a � fi.i !�d$ .do herebyauthorize \jIQ Ae u:!,'� to apply on . g my b he Town.of Southold.Building Department_for approval as described herein. Owne ig atu D to d .z..v SofFotK. S oo� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y=w Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 https://www.southoldtownny.gov Floodplain Development Permit Application PROPERTY INFORMATION: Flood zone:VEElsY6',AEEl6'.X FIRM Panel:36103COl 59HI SCTM#1000-56-05-36 Address: 1355 Bay Home Road city:Southold zip: 11971 CONTACT PERSON: Name:Frederick Weber, Architect Phone#:631 754-5555 Mailing Address:41 East Maple Road, Greenlawn, NY, 11740 PROJECT DESCRIPTION: 1-Story Addition &Partial Renovation of an existing single-family dwelling (Note:All work in Zone"X") SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALL THAT APPLY) Type of Structure Type of Structural Activity ® Residential(1 to 4 families) ❑New structure ❑Residential(more than 4 families) ❑Demolition of existing structure ❑ Combined use ❑Replacement of existing structure ❑Non-residential ❑Relocation of existing structure ❑ Elevated ®Addition to existing structure ❑ Flood proofed(attach certification) © Alteration to existing structure ❑Manufactured Home ❑ Other: ❑Located on individual lot ❑ Located in manufactured home park SECTION B: OTHER DEVELOPMENT(CHECK ALL THAT APPLY) ❑ Clearing of trees,vegetation or debris ❑ Mining ® Grading ❑ Drilling ❑ Dredging ❑ Connection to public utilities or services ❑ Paving ❑ Placement of fill material ® Drainage improvement(including culvert work) ❑ Roadway or bridge construction ❑ Fence or wall construction ❑ Watercourse alteration (attach description) ❑ Excavation (not related to a structured development) ❑ Other development not listed (specify): By signing below I agree to the terms and conditions of this permit and certify to the best of my knowledge the information contained in this application is true and accurate. I understand that no work may start until a permit is issued.The permit may be revoked if any false statements are made herein.If revoked,all work must cease until permit is re-issued. Development shall not be used or occupied until a Cert.of Compliance is issued.The permit will expire if no work is commenced within one year of issuance.Other permits may be required to fulfill regulatory requirements.Applicant gives consent to local authority or representative to make reasonable inspections to verify compliance. Application Submitte y( 1 A):John Gregory Signature of Applicant:- Date: 7 TRUSTEES S11FCk SUPERVISOR John M. Bredemeyer, 1I1, President PON COGy SCOTT L. HARRIS Albert J. Krupski, Jr.;Vice Presidentcm Town Hall Henry P. Smith co John B. 7Uthill . 53095 Main Road William G. Albertson '1'�Ol dap! P.O. Box 1179 Southold, New York 11971 Iblephone (5 t 0) 765-1892 Fax(S 16) 765-182-1 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 30, 1993 Nancy Steelman 25325 Main Road Cutchogue, NY 11935 Re: Barbara Selz SCTM #56-5-36 Dear Ms. Steelman, The following action was taken by the Board of Trustees at their regular meeting of September 30, 1993 : RESOLVED that the Southold Town Board of Trustees approved the request for a waiver to for the construction of a new terrace (bluestone pavers on concrete) on the water and east side of the house as shown on survey dated July 16, 1993 . The Board recommends placing drywells at said site. If you have any questions, please call our office. V Y truly yours, t� John M. Bredemeyer, III President, Board of Trustees OMB:djh i•+tw rUtr, 0tdte Ueydlilltt+tlt ui GlIv1fa[irnenlai t,onservauan ilding 40----SUNY, Ston}- Broo aew York 11790-2355 DATE: / /����,d/ter /, 9 �G t�irre Qd Re, / /,JDlll�170/J 1121.� Thomas G JorlIng t�Gel_; O1d1 N ` /i9r/ Adwih.012 �O 5fl1y/e �amm)sstaner �9ra�i/y P1V11_///?J -Ak 31-IM /s/fir ,,tf�q�ve/s-sf�e% •� . Dear /Ij��. ��� /UYsJT Ee . /-f?778- 0062S��'oo/-o A review has been made oF- .your proposal. to.: �Based on the information you have submitted, the New York ork State Department or Environmental Conservation has determined that the _ parcel project is: Greater than 300 ' from inventoried tidal wetlands . Landward of a substantial man-made structure G, �C/�✓f� �DGf� /"�Ve�jJe� 4 greater than 100 ' in length which was constructed prior to 9 20 77 . Landward of the 10 ' above mean sea level elevation contour on a gradual , natural. slope. Landward of the topographic crest of a bluff, cliff or dune which is greater than 10 ' in elevation above mean sea level. Therefore, no permit is required under the Tidal wetlands Act (Article 25 of the Environmental Conservation Law) . edT--be --t-ha-t rye--ears trtrctiaa;. s�imcrrt�t-zoir-er-�s-tm�a�e-�-€-an•�� moo.__ �.�t,d .,i �. s�awa�ci-vf-the'��` -�ran�e� ^* tcaPc�g�p �s.�w.i�that��a-pew_ ice-: It is your responsibility to ensure that all- necessary precautions -are taken to prevent any sedimentation or other al.teration-or- disturbance to the ground surface or vegetation in this area as a result of your project. .S�e�-pr.aca.utaons-may-tea c�u�e��avd.dig--adeau.a.to.s�r�xk-ar.�a�e�ooeei_=--r= 10 ' contour- or topographic--erest_and -the-prcjeGt---(i:e: a-1-5' -to-20L_.Wide construetion--area4_. -r -erection-of" a-temporary fence:• barrier;-or hay---- bale bay. Please note that any additional work, or modification to the project as. described, may require authorization by this Department . Please contact this office if such are contemplated. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly your.ss,-.' GG ���,�`��� Deputy Regional Permit Administrator c� Ft31��,��� Telephone 631 765-1802 Town Hall Annex one P 54375 Main Road Fax(631)765-9502 �'g -d P.O.Box 1179 3 e Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PPE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION-' - Date: Owner: ��, Location of Property: <;0CfT �4 t ,t Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial o residential 'tructure Rehabilitation to an existing commercia or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) ^ _ FPubmritting and r, raming (1=R) Signature: Name (person this form): Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 G I ADDRESS. 1355 BAY HOME ROAD, SOUTHOLD Q � SURVEY OF PROPERTY �6� s GOaG c O °oycS�� �,� �do A T SO UTHOLD y 1 9 FF ' yam, A ° TOWN OF SO UTHOLD 5 � �yy90iL, o �ti s�Jp9� %, SUFFOLK COUNTY N. Y. C? 1000-56-05-36 O ° SCALE.• 11=30 ZONE AE o;°y� NOVEMBER 20, 2024 OZ •� �� STONE EL 6 'CA Q 0 RET WALL. ( c O C ARBOR 0 O� P�/ 4 STONE PATIO 1.-f �q�� � c vH C � U ZONE X HVAC UNITS 6 bryQ-` ?01 GENERATOR w ON CONC.SLAB T NGK GAS j .�E �� I •9�' �yq COVERED - ZONE VE ti0 Q��Fy SCREENED 1 EL. 8'PORCH o sOs ZONE X CIO, ���rF>p - WILD ROSE d (ROSA C.) r UNE ' STONE 8 J� STEPS 9' � ZONE VE EL. 9' 0� -g UNfzgjVE � 6clo- O STONE -ARBOR.OVER Q"d V) gti STEPS / STONE PATIO / �� o .� ZONE X • Q� '��`` � 41 KEY V� = REBAR ti ZONE VE d x Q ® = WELL EL 9' `d F NEry A = STAKE 6a o- �� Al v �'�'o = TEST HOLE ��'/� o- ^ a O "�� 3 O • = PIPE 0 �6'O ��(ROS ROSEC.) O ■ = MONUMENT •ems, J � , � f = WETLAND FLAG FEMA FLOOD ZONE MP FROM FIRM cQ-D = U77LITY POLE MAPf 36103CO159H - 912512009 h J LAND ELEVA77ONS REFERENCED TO NA VD 88 \\ Jg �d N.Y S. UC. NO. 49618 c� ��. O O N.Y.S. LIC. NO. 051132-01 PECONIC SUR ORS, P.C. AREA= 37,581 SO, FT. (TO TIE LINES) o (631) 765-5 FAX (631) 765-1797 ANY AL7ERA770N OR ADDI77ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209OF THE NEW p� rp• peconlcsurvey@bptlmum.net YORK STA7F EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2ALL P.O. BOX 909 ,/ COPIES BEAR 7HE IMPRESSED SEAL OFF EI SURVEYOR WHOSE SIGNATURE PPEARSS MAP AND COPIES 7HEREOF ONLY IF AHEREON.ID MAP OR �? SOUTHD, N.Y. 11971 12JO TRAVELER T —0�8 2`'r Z9 Generated by REScheck-Web Software Compliance Ceftificate E C E � E Project 1355 Bay Home Road, Southold HJUN 1 7 2025 EnerLocattiion:ode: Southold, New York ®� ®��eS Utha d Construction Type: Single-family Project Type: Addition Project SubType: None Climate Zone: 4 (5522 HIM) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 1355 Bay Home Road Burger Construction Southold,New York 11971 burgerconstruct@aol.com • . using, de-off Compliance: O.O%Better Than Code Maximum UA: 179 Your UA: 179 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects 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. 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. Envelope Assemblies Prop.Gross Area Cavity Cont. Prop. Perimeter Ceiling:Cathedral Ceiling 1,006 34.0 0.0 0.030 0.026 30 26 Wall:Wood Frame, 16"o.c. 1,058 19.0 0.0 0.060 0.060 51 51 Door:Solid Door(under 50%glazing) 20 0.300 0.320 6 6 Windows:Vinyl Frame 187 0.300 0.320 56 60 SHGC: 0.30 Floor:All-Wood joist/Truss 772 19.0 0.0 0.047 0.047 36 36 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Gerson Rubio, P.E. _"� Y iv_ 6/12/2025 Name-Title Signature Date Project Title: 1355 Bay Home Road, Southold Report date: 06/12/25 Data filename: Page 1 of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section" Plans Verified Fielii'Verified£ # Pre-Inspection[Plan Review. Value Value" Complies?, Comments/Assumptions & Req.ID 103.1, ;Construction drawings and f❑Complies ;Requirement will be met. 103.2 :documentation demonstrate , ❑Does Not [PR1]1 ;energy code compliance for the :building envelope.Thermal ❑Not Observable ;envelope represented on Not Applicable construction documents. 103.1, ;.Construction drawings and ❑Complies :Requirement will be met. 103.2, :documentation demonstrate "❑Does Not 403.7 ;energy code compliance for [PR3]1 ;lighting and mechanical systems ❑Not Observable ' :Systems serving multiple �❑Not Applicable ; ;dwelling units must demonstrate - compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: ; Heating: ;❑Complies ;Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 ion loads calculated per ACCA Cooling: Cooling: Manual J or other methods :❑Not Observable .- Btu/hr approved by the code official. Btu/hr :❑Not Applicable ; Additiona➢ Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: 1355 Bay Home Road, Southold Report date: 06/12/25 Data filename: Page 2 of 9 -Section # Foundatiori.lnspection Complies3 Comments/Assumptions, Si:RegAD _ 303.2.1 iA protective covering is installed to ;❑Complies :Requirement will be met. [FOU]2_ !protect exposed exterior insulation j❑Does Not and extends a minimum of 6 in.below: l❑Not Observable; grade. ;❑Not Applicable 403.9 ;Snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. [FO12]2 (installed. ;❑Does Not ;❑Not Observable, ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 1 2 Medium Impact(Tier 2) 3: Low impact(Tier 3) Project Title: 1355 Bay Home Road, Southold Report date: 06/12/25 Data filename: Page 3 of 9 Section Plans Verifiedfield Verified �.# ., Frammg.J Rough In Inspection Complies?. .. .Commei%ts/Assumptions,.. &-Req.ID Value.5' Value 402.1.1, :Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not table for values. [FRl]1 ;❑Not Observable J ; ❑Not Applicable ; 402.1.1, :Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, :average). ❑Does Not table for values. 402.3.3, 402.5 1❑Not Observable [FR2]1 ;❑Not Applicable ; , 303.1.3 ;U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 are determined in accordance J❑Does Not j ;with the NFRC test procedure or ❑Not Observable ,taken from the default table. P 'tIONot Applicable 402.4.1.1 ;Air barrier and thermal barrier - =t ❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not u instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies :Requirement will be met. [FR20]1 .is listed and labeled as meeting < ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 - x '�l❑Not Observable ;or has infiltration rates per NFRC 1 1400 that do not exceed code = ❑Not Applicable ;limits. 402.4.5 IC-rated recessed lighting fixtures .': ❑Complies ;Requirement will be met. [FR16]2 3sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ~ ❑Not Observable +,❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies ;Requirement will be met: [FR12]1 ;insulated>=R-8 where duct is f x ❑Does Not LJ ;>=3 inches in diameter and>_ 11-6 where<3 inches.Supply and r ' ❑Not Observable !return ducts in other portions of ❑Not Applicable ;the building insulated >=R-6 for diameter>= 3 inches and R-4.2 ;for<3 inches in diameter. 403.3.2 ;Ducts,air handlers and filter ='❑Complies ;Requirement will be met. [FR13]1 :boxes are sealed with ❑Does Not :joints/seams compliant with ;international Mechanical Code or -. ❑Not Observable International Residential Code,as ❑Not Applicable ;applicable. 403.3.5 Building cavities are not used as ❑Complies :Requirement will be met. [FR15]3 ducts or plenums. .!❑Does Not "EINot Observable s❑Not Applicable ; 403.4 ?HVAC piping conveying fluids ; R ;YR- ;❑Complies ;Requirement will be met. [FR17]2 iabove 105°F or chilled fluids ;❑Does Not ;below 55°F are insulated to>_R- ❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR24]1 ,piping. .,:][:]Does Not =3❑Not Observable w= ❑Not Applicable 403.5.3 ;Hot water pipes are insulated to ; R- ; R- ;, Complies ;Requirement will be met. [FR18]2 i>_R-3. ! ;❑Does Not UNot Observable ' r ;❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1355 Bay Home Road, Southold Report date: 06/12/25 Data filename: Page 4 of 9 section. plans Verified Field,Verified, # (Framing/RougH-tn Inspection Compiles. Comments/Assumptions .&Pe' 0.ID Value Val ae. 403.E ;Automatic or gravity dampers are ❑Complies ;Requirement will be met. [FR19]2 :,`;installed on all outdoor air ❑Does Not intakes and exhausts. E - ❑Not Observable ...,j❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1355 Bay Home Road, Southold Report date: 06/12/25 Data filename: Page 5 of 9 Section- Plans Verified• - Field Verified # Insulation Inspection I Value Complies? Comments/Assumptions & Reg el® Value 303.1 All installed insulation is labeled z; t Y'❑Complies ,Requirement will be met. {iN13]2 or the installed R-values i❑Does Not provided. ❑Not Observable ; ❑Not Applicable 402.1.1, ,Floor insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ;❑ Wood UlDoes Not :table for values. [IN1]1 ❑ Steel ;❑ Steel ;❑Not Observable !❑Not Applicable ; ; 303.2, ;Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.8 ;manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor,or floor ❑Not Observable ; framing cavity insulation is in ❑Not Applicable ; contact with the top side of ;sheathing,or continuous insulation is installed on the 4A - underside of floor framing and ;extends from the bottom to the -- ; ;top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value.If this is a;, R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, �mass wall with at least 1/2 of the ;❑ Wood ;❑ Wood ❑Does Not ;table for values. 402.2.E ;wall insulation on the wall :❑ Mass ❑ Mass :❑Not Observable ' [IN3]1 ;exterior,the exterior insulation I ; :requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable ; v i ; ; 303.2 f❑ ;Wall insulation is installed per Complies :Requirement will be met. [IN4]1 :manufacturer's instructions. 4 ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1355 Bay Home Road, Southold Report date: 06/12/25 Data filename: Page 6 of 9 Section ns Verified Verified # Final Inspection Provisions Pla Field Complies Comments . nts/Assumptions fxc Req iD I ; Value Value , 402.1.1, ,Ceiling insulation R-value. ; R- R- ;OComplies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ',❑Does Not ;table for values. 402.2. ❑ Steel ;❑ Steel i❑Not Observable [Fll]l 66 1 ; ;❑Not Applicable 303.1-.1.1,,Ceiling insulation installed per j❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. s +❑Does Not [F1211 j Blown insulation marked every Y ? 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 f Vented attics with air permeable ❑Complies ;Exception: Requirement is [F122]2 insulation include baffle adjacent }❑Does Not not applicable. ;to soffit and eave vents that f ? ` ❑Not Observable ;extends over insulation. _ -? E]Not Applicable ; 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ;Requirement will be met. [F13]1 insulation?R-value of the ;E]Does Not ;adjacent assembly. ;❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50= ACH 50= ;❑Complies :Requirement will be met. [917]1 ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ; Not Applicable 403.3.3 ;Ducts are pressure tested to cfm1100 cfm/100 :[]Complies ;Requirement will be met. [FI27]1 determine air leakage with ftz ftz ;❑Does Not either: Rough-in test:Total leakage measured with a ;❑Not Observable pressure differential of 0.1 inch ; ;❑Not Applicable ;w.g.across the system including ; ;the manufacturer's air handler ; enclosure if installed at time of ;test.Postconstruction test:Total ;leakage measured with a :pressure differential of 0.1 inch ; w.g.across the entire system including the manufacturer's air handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met. [FI4]1 :cfm/100 ft2 across the system or ftz ftz ElDoes Not <=3 cfm/100 ft2 without air ; handler @ 25 Pa.For rough-in ; ❑Not Observable :tests,verification may need to ; ;❑Not Applicable ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies ;Requirement will be met. [FI24]1 :by manufacturer at<=2%of ;❑Does Not design air flow. `r 1EINot Observable ❑Not Applicable 403.1.1 I Programmable thermostats -]Complies ;Requirement will be met. [FI9]2installed for control of primary a ` ❑Does Not heating and cooling systems and - JE]Not Observable initially set by manufacturer to r - ❑Not A code specifications. ( pp' able , 403 1 2 'Heat pump thermostat installed ❑Complies ;Requirement will be met. [FI10]2 ;;on heat pumps. _f❑Does Not J []Not Observable ❑Not Applicable ; 403.5.1 !Circulating service hot water " d❑Complies ;Exception: Requirement is [FI11]2 !systems have automatic or J❑Does Not :not applicable. ;accessible manual controls. ; ❑Not Observable , ❑Not Applicable ; 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1355 Bay Home Road, Southold Report date: 06/12/25 Data filename: Page 7 of 9 Secteors :Plans Verified = Field Verified u # Final Inspection'Provisions , Complies :Comments/Assumptions: Re ID Value Value 403:6.1 All mechanical ventilation system s = ❑Complies :Requirement will be met. {f125]2 !fans not part of tested and listed ❑Does Not 1 HVAC equipment meet efficacy ; ;and airflow limits per Table "s❑Not Observable R403.6.1. '[]Not Applicable ; 403:2 j Hot water boilers supplying heat I❑Complies ;Requirement will be met. [F126]2 (through one-or two-pipe heating I 3❑Does Not `systems have outdoor setback []Not Observable ; ,control to lower boiler water !temperature based on outdoor `t'❑Not Applicable ;temperature. 403.5.1.1 ;Heated water circulation systems "'JElComplies ;Exception: Requirement is .[F128]2: i have a circulation pump.The �„J❑Does Not not applicable. !system return pipe is a dedicated kk ; f return pipe or a cold water supply n,_i❑Not Observable i pipe.Gravity and thermos- "E]Not Applicable :syphon circulation systems are r ; f not present.Controls or ! rr4i circulating hot water system pumps start the pump with signal 1 for hot water demand within the 3! occupancy.Controls automatically turn off the pump 1when water is in circulation loop S ,_ is at set-point temperature and 9 no demand for hot water exists. 403.5.1.2 -Electric heat trace systems ❑Complies ;Exception:Requirement is [FI29]2 , Icomply with IEEE 515.1 or UL ❑Does Not not applicable. j 515.Controls automatically ❑Not Observable adjust the energy input to the heat tracing to maintain the ❑Not Applicable !desired water temperature in the 3 !piping. , 403.542 f Demand recirculation water S s 7 3❑Complies ;Exception: Requirement is {F130]2 Isystems have controls that ❑Does Not !not applicable. manage operation of the pump �� = and limit the temperature of the ;❑Not Observable .water entering the cold water ❑Not Applicable piping to<= 1049F. 403.5.4 Drain water heat recovery units ❑Complies ;Exception: Requirement is [F131]2 . tested in accordance with CSA `❑Does Not :not applicable. �B55.1.Potable water-side i ,. ❑Not Observable pressure loss of drain water heat x recovery units<3 psi for ;. r ❑Not Applicable ll individual units connected to one j 1 or two showers.Potable water- ;side pressure loss of drain water y i heat recovery units <2 psi for ; individual units connected to {three or more showers. 404.1 :90%or more of permanent E]Complies ;Requirement will be met. [F16]1 fixtures have high efficacy lamps I ❑Does Not []Not Observable h❑Not Applicable `404.1 1 !Fuel gas lighting systems have c ❑Complies :Exception: Requirement is [FI23P i no continuous pilot light. � ❑Does Not not applicable. raj _ oNot Observable ❑Not Applicable r 401.3 'Compliance certificate posted. `;❑Complies ;Requirement will be met. IFI712 i El Does Not ❑Not Observable E ; ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1355 Bay Home Road, Southold Report date: 06/12/25 Data filename: Page 8 of 9 Secti®n_ , puns Verified Reid Verified # , I Fiiial Inspection Provisioris Value Value - Complies? ,Comments/Assumptions &.'Recl.lD ., 303.3 ,:,Manufacturer manuals for ' - OComplies ;Requirement will be met. [F[18]3 mechanical and water heating n]ODoes Not ;systems have been provided. 1 `-`-JONot Observable ; ONot Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) Z Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1355 Bay Home Road, Southold Report date: 06/12/25 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling /Roof 34.00 Ductwork(unconditioned spaces): . . . Window 0.30 0.30 Door 0.30 Cooling,Heating & Heating System• Cooling System• Water Heater: Name: Date• Comments ir ROCAd APPROVED AS NOTED COMPLY WITH ALL CODES OF NEW YORK STATE&TOWN CODES DATE a5 B.R#5a o(PS AS REQU RED AND CONDMONS OF FEE 0 d.00 BY: Jj _ SOMOL ITOWNZBA NOTIFY BUILDING DEPARTMENT AT SOUTMOLDTOWNUNINGBOARD 631-765-1802 8AM TO 4PM FOR THE SOUMOLDTOWNTRUSjEES FOLLOWING INSPECTIONS: N.Y.S.DEC FOUNDATION=j'MIOREQUIRED SOUm(wHPG FOR POURED;-CONCRETE SCHD ROUGH-FRAMING&PLUMBING INSULATION ELECTRICAL FINAL-CONSTRUCTION MUST INSPECTION REQUIRED BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY Provide windbome debris SOLDER USED IN WATER protection for new exterior SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD, glazing on buildings as per NYS Code. PLUMBING ALL PLUMBING WASTE &WATER LINES NEED FLOOD ZONE VE 9 TESTING BEFORE COVERING COMPLY WITH CHAPTER 8'46" FLOOD DAMAGE PREVENTION yRt15S P1.ACARDING REQUIRED SOUTHOLD' TOWN CODE New York State Law You Must Call 811 Before You Dig FREDERICK ROBERT WEBER SITE DRAINAGE: ARCHITECT DR4 AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) A HOUSE ADDITIONS 1009 sf x .166' Rain = 141.5 cf (1) 8' Dia. x 4' Deep w/ 169 cf Traffic Bearing Top Existing House has Gutters and Leaders Piped to Drgwells. W Proposed Additions to Have Gutters ( Leaders Piped to Underground Drainage Structures as Sized Above. 8'0 Ring: 42.25 cf/Ft of Height Drywells to have Traffic Bearing Slab Tops P9-1 C 'AO p , 9CF2C! O �F'�`g, AGE Oix, 60 � s�, �q!! st0,� lip, Fl�� 9a� PROPERTY OWNER: W 9, P. sl9� ��� �,�, �q tic o JOHN GREGOR Q�/� CAROLE GREGORY � G \� ` � ` DRAIN 0 2 J��� 9CF 'A 1 F� GRATE i \\ p�go'1' SITUATE: SOUTHOLD �+ TOWN OF SOUTHOLD �O 0 / 9 ri �, ti \\ \ SUFFOLK COUNTY, NEW YORK ��� ���G� :- ✓ P j �,� ��� \\ SURVEY INFORMATION: G5 \ \ �cti PECONIC SURVEYORS EXISTING ij ZONE AE \ o�q!!Q SOUTHOLD, NEW YORK STONE � EL. 6' \\ F SURVEYED: NOVEMBER 20, 2024 RET.WALL Q s% \\ ELEVATIONS ARE REFERENCED TO NAVD 1988 40N e Q� �, 11 �; F ��cF \ g°o�P�° °oyc, SCTM# 1000-56-05-3G Gj i . ZO00 \ C11 LOT AREA: 3-1,581 SF NF\ 6� \\ ! ��! SOUTHOLD TOWN ZONING: R-40 ti°NE (NONCONFORMING: 20,000 to 39.999 SF) i\/_\ ' ti \ ,,\4 'A __71 ZONE X YARDS: (PRINCIPAL SETBACKS) i , Lu , \ � �� �c FRONT (Primary); 40' v tiq FRONT (Secondary): 26' �000 SIDE (ONE): 15' RON i :.;:aQ,:.�.. : �- - O •� UNE °�� SIDE (BOTH): 35' \ :<:-y A \ :::..... �: ..:•�.:::..''c� ::. � � .: / co � REAR: 50 �,::::•.: . ... :. 1.:�:•::•::•::•�.. ,`�o �o :': :::. �. � ; / U 'Po SOUTHOLD TOWN LOT COVERAGE: 20% (MAX.) \ f HEIGHT (MAX.): 35', (2) STORIES \ EXISTING ii::Yi'i:.: ::::`.:::y . �� ::.. % •9 EXISTING ADDITION PROPOSED DRAWING TITLE: ' � \ U/G. GAS XISTING TANK \ ;yG•:..Q.�. Nj Q4ti��: GENERATOR \ �::.:. Q:.:S. >> F ! ,SOUSE: 1246 SF 112 SF 2018 SF \ 1 FRONT PORCH: 4% SF 416 SF �9 ON coNc.sLAa \ UNITS '� `�`� �\5�\� / ZON1E VE �F SCREEN PORCH: 343 SF 343 SF SITE PLAN /f A ' EL !3' - 000 SIDE PORCH: 164 SF -80 SF 86 SF 0 0 �' ATIO w/ TRELLIS: 69-1 SF 491 SF O,oOs WILD ROSE � ) J 0 DECK STOOP 48 SF 48 SF ZONE\X ,�.9 2 /F G� G`� F ROSA C. �,� \ ��6, �� / Qo� 0 ( ) GARAGE/COTTAGE: 1298 SF 1298 SF s � �Z �A <o k . � yoGs,�o FTegC O• o-� C TOTAL: 4226 SF 4 496 0 GF 6 SF �o� s�, � FLOoZONE_ �� LOT COVERAGE (EXISTING): 11.290 (PfROPOSED): 13.2% LIRE— 1 F / ` \\ O'A�y /`l,�`y STONE/ 82 y� ��� ` YARDS: (ACCESSORY SETBACKS) JOB: STEPS 9• (LOT SIZE: 20,000 TO 39,999 SF) RENOVATION/ SIDE t REAR: 10' (18' HIGH) ZONE VE ) MOOD SIDE t REAR: 15' (20' HIGH) ADDITION: EL 9' 7J \ LINE NC 1k SIDE t REAR: 20' (22' HIGH) GREGORY MAXIMUM SIZE: 1200 SF RESIDENCE STEPS 692' �ij 1355 BAY HOME ROAD Pao GROSS FLOOR AREA ALLOWED: SOUTHOLD. NEW YORK a \ / Q° TOWN OF SOUTHOLD �/ �� BUILDABLE LAND: 31,581 SF SUFFOLK COUNTY. NY GROSS FLOOR AREA ALLOWED: 4918.5 SF SCTM# 1000-54 05 34 ZONE X / Q f (TO 40,000 SF = 4350 SF + 1581 SF x 1.5%) / Cj � . O ��'� ° GROSS FLOOR AREA CALCULATIONS: ARCHITECT: FREDERICK R. WEBER EXISTING IST FLOOR: 1246 SF 41 EAST MAPLE ROAD (� EXISTING SCREEN PORCH: 343 SF GREENLAWN. NY 11140 / EXISTING 2ND FLOOR:(Includes 13 sf Upper Atrium) 903 SF EXISTING ATTIC SPACE: 354 SF 52 NOYAC PATH q WATER MILL. NY 11914 ZONE VE � ) TOTAL EXISTING GROSS FLOOR AREA: 2846 SF EL. 9' CO v ADDED IST FLOOR: 112 SF TEL 431 '154-5555 ry TOTAL PROPOSED GROSS FLOOR AREA: 3618 SF fweberarchitectayahoo.com 62 � SEAL: WILD ROSELL 49 110) 'fill .a G��PR JJ <0 DRAWING SCHEDULE V DESCRIPTION • �� SITE FLAN AI SITE PLAN A2 FOUNDATION PLAN REV.: �, v I" = 2O'—Q" A3 IST FLOOR PLAN w ion/ Addit 5 0DATE: JUNE S. 2025 ADDRESS: 1355 BAY HOME ROAD, SOUTHOLD A4 2ND FLOOR PLAN (Existing) ��• Q A5 ELEVATIONS (EAST/WEST) SCALE I" 20' JOB NO: w202401. AL ELEVATION (NORTH), SECTIONS Al FINISH SCHEDULE/ TRIM DRAWING NO. A8 CODE DETAILS SI ROOF FRAMING (IST FLOOR) El ELECTRICAL IST FLOOR PLAN At OF A8 FREDERICK ROBERT F————— —————---—————— ——————————————————— WEBER 221-00 12" P. Conc. Found. Wall (w/ 4" Brick Ledge) wl (2) * Bars ARCHITECT Top i Bottom Horiz. 44 Bars 32"oc Vert. on New 22"x 10" P. Conc. Ftg. 0 i i oICRAWL SPACE M i wl (3) 45 Bars (Tgp.) New 2" P. F- Conc. Slab I4IIxI 4" Conc. Pier Z: on 30"x30"xI2" P. Conc. Ftg. W/ (3) 45 Bars, Each Wag -101 120-4#* 4" -Drop Pier < for Girder r -,i F (3) 9 1/2" 1 VL Girder New Wood Stoop "t St eg' Piers -10,10 Conc. ,•M ~�J " (2) 0. IS 0L _J -00 L for Post Support 1,2`01 II 1.1 iv (3' Below Grade- Min.) New Fan Coil II C; r -all 0) I I12#-19' -()[Foot WExit91,JiLg 1 II 4' r From :j > I I I _0 0 II< New 2x6 (N D.J., 14 oP� 0 LL 62'-0l1 -,6. 12'-,-V 2#-8" T_8" T-8 Z: 21-0 6 6 is,-on Existing Water ------------- 1 (2) 9 1/2" LVL Service (2) 9 1 2" LVL -------- - 14, L--Jl I - 171 z4- 4" Brick L r Shelf FI Ht New u- New CRAWL 51-ACUI Existing 2x? D.J., 10 oc EX15tin () Crawl Space�o :�" I Cr Existing X -1 12" P. Conc. Found. Boiler Access c4 New 2" Wall (wl 4" Brick L dge) [CRAWL SPACE U 0 Conc. Slab w/ (2) US Bars Existing Steel Column w/ Top ( Bottom Horiz t Existina Conc. BI. x 44 Bars 32"oc Ver . on 001 611-41,t, I I P. Conc. Slab LU 8,,X8,,X3/4" C-1 0 Ctlou Crawl Space Bearing E .1 22"x 10' P. Conc. 'tg. r -r--i M Found. Wall wl (3) #5 Bars (T r 9p (a).Al/2"s LVL Gird�e 4 L r j - ----I- - i. M Existing P. Conc. ..... Bsmt. Found. Wall L L Existing (2) 2 x8 rder 200 Amp 81, bo Gi Crawl Space L_ Con�' , Pie Electf ical _;'4,1 Access Smoke, Panel C14 z on 30"x30"Z" q P. Conc. Ft wA 11 DRAWING TITLE: CO E) (3) sty B a , Each Wbu-1 Existing ;0 FOUNDATION Sanitar� C14 Remove Found. W0.1 ...... Footing P. Conc Slab Floor Finis New LL: Ln ---------- - ---I so-On --------------- —L—A r (3) 2x8 Gird&r I X -—-—-—-—--4. —1.__0—1. . .31— 1 1 1 = 1 C) L-.--j L _J a 1 0 " JOB: Exiatntg- T fireplace N 1 RENOVATION/ Existing 4x6 Girder Bd5e 4x6 Girder 1 O GREGORY ADDITION: ------ T Cr L---------- Fin/Coil RESIDENCE Existing Porch ung 1355 BAY HOME ROAD Piers/Footings Ln 11 ri om F.j SOUTHOLD. NEW YORK _40 1 P" 90 L 0' 81-In TOWN OF SOUTHOLD r -i L SUFFOLK COUNTY, NY I : -1 r n r SCTM# 100 I Existing (2) 2x8 I Girderl 0-54-05-34 ------ -------------- ..... NOTES: -3 Existing 1 1 1 0X0 ARCHITECT: r-.j L _I L J C14 I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER 1BASEMENT1 KP PARALLEL PARTITIONS AND AROUND ALL OPENINGS. FREDERICK R. WEBER Existing P. x Existing 2x? D.J., 14" oc Conc. Slab 41 EAST MAPLE ROAD 2- CONCRETE TO BE 3000 P51 AFTER 28 DAYS. GREENLAWN. NY 11140 3- ALL STEEL GIRDERS BEARING ON P.CONC. 52 NOYAC PATH Existing Existing FOUNDATION WALL TO HAVE 4"x4"xI/2" B.PL. WATER MILL. NY 11914 Existing P. Conc. Crawl Space JUNEXCAVATED (UNLESS OTHERWISE NOTED) Bsmt. Found. Wall Access 4- ALL COLUMNS TO HAVE 9"xI0"xI/2" B.PL. TEL 431 154-5555 (UNLESS OTHERWISE NOTED) fuieberarchitect9gahoo.com 5- STEEL SHALL BE ASTM A-36 (EXCEPT ' S ExistinConc. BIJ zn 4� PIPE COL WHICH SHALL CONFORM TO SEAL: Crawl Space x ASTM A53 ROUND PIPE). STEEL WORK SHALL Found. Wall CONFORM TO THE LATEST RISC SPEC. PROVIDE FOUNDATION PERIMETER DRAIN TO CONSIST OF Existing LANDSCAPE FABRIC: OVER LAYER OF GRAVEL AND 0 I X 6" DIA. PERFORATED PIPE. PIPE TO DRYWELLS.CRAWL SPACE C4 L T 0 Existing I— ALL FOOTINGS TO BE A MINIMUM OF 3'-0" BELOW GRADE. P. Conc. Slab W REV.: Existing DATE: JUNE S. 2025 JUNEXCA SCALE : 1140 - 1'-0" 07 T S JOB NO: w202406 A p !2 x A6 w DRAWING NO. FOUNDATION FLAN NORTH 1/4" 11-011 A2 OF AS aED]1 New Brick Veneer 2'-0 2'-0 3'-0" 2'-6" A6 3 0" 2'-6" 3'-0" on New Foundation Wall Above Grade x ---- FREDERICK \ �, ROBERT 6" WEBER \ M ARCHITECT \\\ WINDOW SCHEDULE Unit Model # R 0 Area Egress O }----New----------� of © Or O Opng '-" �� FAMILY ROOM `\ `" m ® ADH3044 3'-0"x 4'-4" No (Oak) �\ / \ © ADH3054 3'-O"x 5'-4" Yes w AAN2624 2'-6"x 2'-4" No / •' I \` 2'-8" 2'-9" 4" O ADH2444 2'-6"x 4,-4" No 30. 3 \ in _ O AAN2020 T-O"x T-O" No <r ORails to F 2'-0" 3'- 4'-4x 21 „� 4xv 9'-0" New IV [X-O" Match °D „ it 32„ Front Porch Model Numbers Refer to Andersen A-Series, O M I HA A"� "Storm Watch", Impact Resistant Glass, PG 10/10. V 1 O New 30" =v Low-E4 w/Argon Glass, Simulated Divided Light v 1 N EO �,, BEACH B H I = Pocket `I W BOO (Tile) I j Door o O - New 5 -4 4 3 -4 O on Existing Exiting Foundation ck r O - p E �� - - - - - - - - � I ' i° LAUNDRY New l3 II' 9 :9 Tr ad Wall Above Grade iti I I (Tile) STOOP - New Brick Veneer 1 er 1 IECaoxnet nter p w/ on ew Foundatin bove 15/4x4 Ipe 3�-0" 3,r - -p" = 3'-O�� 72" Wall Above Grade _ _ otl Decking) (To Match) C'+ helves/_- Co tertop 1 D Load W 32" ocket or O A A -_ - - - - - - - - - I _ - - - - - - _ - - _ _ - - - - _ - - DOOR SCHEDULE \ pn\ Rep p New Uppen/Lowe - _ I- -.9 - New Upper/Lower_ _ Cabinets t L tertop (7a�nets t Eountertop - II ' \` O PA ICY Q3 - Unit Model tt \ \ i - - J II Width t Height \\ 4l x r_Ox x \ , n `\� (Z I 4" II'-4x / 4rr , .•• 15,_6x II / u it r_ x , x n I "Marvin" USFD6010-XO Clad 6 I I/8 x 1-2 I/4 (R.O.6 O Sliding French Door w/ Screen 21'-4" (Existing) F3 1 1 1 �i Mudroom Door _ " _ " 9'.8„ (Existing) 2111��,' = O "Simpson", Model 1598 2 8 x 1 0 (Door) W -O" \ Existing , ; ;9 11� Custom Built C buret ® Oi \ Optional Expanded Below Windows ith \ Pantt g I--1 \\ Countert DINING AREA /.111 1 Full Height Cab nets LEE - --- / E on Both End f r = \ `r I ' _ oP / v 1111 Model Numbers Refer to "Marvin". Ultimate Series, \ Existin Existing ,' "` ion = „ I Remove I / W i u i Dining Rm. St age i----- �Refr�g. / Island I 1 Skylight y Clad, w/ Low E4 Tempered Glass w/ Argon �\ PO \ I Additi I - I� !_____-'I 1 O Impact Zone 3, DP 50/65 \ F----- \ / " 7--�— \I 4 r ® i i 30 --y/ Existing-U�s t' Bea Srze? __ i t Re v Existing_Window�t_Wall 1 1 m o0 or "Simpson" Performance Series, Douglas Fir w/ 30" _ ---------- -�0 --_ --- - - - - - - - � i UltraBlock Technology t Water Barrier (Painted) 0o x -� c, I ,New 4'x4"x3/8" ` ' 3 _6rr 2'-p" 3'_1" 2r_2,r 3' 1" 2'-O"� I�-6" StFel Column 12'-g" \\ II i I'-8" Verify Operation Existin \ �I O O Island 0 111u Remove�cterior Windows t 11'` i �` ' DRAWING TITLE: " , x `\ I c+l 4 1�� 4 Wall Down tin 3-4 Height, 1 -� 1 ii Provide t Inst4l New Raised Existin 11 IST FLOOR U Existing Sinkcn i1u Countertop for Stool Seating i1 \\` _ FOYER KITCHEN o I i r , M4 r_ ICI r----� --I Existing Cabinets = a- a- 1 i11i I Remove I `� o Counter ops i- , r v Applianc s -J a- O z 1111i Skylight \\ 11 1 \\ x I x , u ,_u n x r_ r_ x _ >-u ►n � i 30 ocket oor. 2 -8 6 1 5 10 10 3 0" 2 2 Column _ 2'-5" 4'-9" 4" 10'-01, into ShingleagWall 8'-I" JOB: Existin RENOVATION/ I _ ADDITION: ..... ..... ......... --=-- Existing REAR PORCH Ln o GREGORY m STAIR -----, a- Existing ______________-,Up I (Bluestone) I i RESIDENCE FRONT PORCH w I I ........ Existing a, Raised Ceiling (glue) t I 9 -1 I 5 -10 I 1 -11 Window (D Sk Ir ht To emain 3 5 BAY HOME ROAD I y g SOUTHOLD. NEW YORK (Wood Flooring) eat I ExistingColumns I I L I t Scren Panels SU FOTOWN LK COUNTY, NY F 5OUTHOLD I I I Open to Above I -------- SCTM# 1000-54-05-3L i ---- "- ARCHITECT: � / I 6'- 10'-10" ,' ,' I FREDERICK R. WEBER 3 I J 41 EAST MAPLE ROAD L-- ---------------- /' /' I GREENLAWN. NY 11140 El �' =o Existing 5ELPHIGREAT ROOM WATER MILL. NYII91L , to � ' � I , , I M I TEL 431 154-5555 --- ZOO. s --- ---- -------------- I / Exitin fweberarchitectayahoo.co ----=- -- / g /� I m I ---- --- -------------------- ' _ ------ \ �/ SCREEN PORC I ------(Bluestone) -` SEAL: SQUARE FOOTAGE: IN FAMILY ROOM WING: 684 SFDINING ROOM ADDITION: 188 5Fa- ADDED LIVING SPACE: 112 SF c I t 1J rn � �' \\ I DECK STOOP: 48 SFin ` ' / UJ \ / X \ / \ I / \ I L-------=---------------=---------------=------- Existing Sliding Door Existing Sliding Door Existing Sliding DoorN\)V REV.: 241-01, DATE: JUNE 5. 2025 SCALE : 1/4" - 1'-0" JOB NO: w20240L A . A6 DRAWING NO. IST FLOOR PLAN_ NORTH Existing 1/411 TERRACE (Bluestone) 3 OF AS A AL FREDERICK ROBERT WEBER �01 le ARCHITECT New Ridge �y Overlay Roof W ---------------------------------------- New I-Stor Roof r Q E 70 d (Q fp Addition ------------------- ------------------- (D I / ' I I I I i I Remove I I 15k9light � I I , New I-Story Roof y I DRAWING TITLE: d/ I. ' 2ND FLOOR BEDROOM 21 r------ ., I (EXISTING) _ I I Remove ' Skylight L ———— CL. --------------- O JOB: Existm RENOVATION/ Porch Roof I I Existing ADDITION: `------------I Porch Roof GRF=GORY E>nstmg RESIOENCE 1355 OE Skylight SOU HOLD. NEW YORK uP 41 TOWN OF SOUTHOLD Open to SUFFOLK COUNTY, NY _ Below —————————————————— SCTM# 1000-54-05-3L ARCHITECT: FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11140 52 NOYAC PATH BALCONEY WATER MILL. NY 1191L Dn TEL 01 154-5555 Exist Screen fweberarchitectmyahoo.com Porch Roof 7A SEAL: BEDROOM I 01 j s CL. O REV.: DATE: JUNE S. 2025 SCALE : 1/4" - 1'-0" NOTE: NO CHANGES TO 2ND FLOOR PLAN. JOB NO: w202401. A AL DRAWING NO. 2ND FLOOR PLAN NORTH A4 OF AS FREDERICK ROBERT WEBER ------------- -- -- --------------- PROPSED I-STORY ADDITION EXISTING HOUSE STRUCTURE > ARCHITECT i 12 0 'Hu ' 12 ` 10 ' Ex Ex � rT, I I II I I 1 II I 10 I I 11 I I I I II I II I \ 12 ; Ex ; Ex 12 2 1/2 Ex Ex ; ; Ex Ex ' 2 I/2 II 11 , V 1 Roof Butt IIIIIII ---I_—- ---Ix6 Fascia Bd. w/ Copper Gutter -----------------'--_—aIIIIIuIilIIIFIIII�II fIIII=-_—_--_-_-_-_-----_-_-_\--_-_-,-- -__-�III IIIIIIIiII—-=-=-=-=-_E-_X-_--_-_-_-_-_-_-_--_-_-_-_-_-_- (To Match Existing) 2x6 Outrigg ers w/ Profile, 24' oc [EE IxIO Frieze Bd. (To Match Existing) I —Windows w x LL-111 I PVC Casin (T .) e ear i e n es to In -4I r---_--_-_--_-_--_E-x_--_-_--_-_--_-E_-x-_-_-------tIIIII -- i-I I I II I II 5-21 -----------------IF --------------- ---- ----- I I Iii H 11111 il 11111111 111 1 II I I I IIIL New Brick Veneer w/ Bluestone Cap I I III I I I I I I I I U I on Foundation Wall Above Grade I I U I I I I I I I I I (To Match Existing) I I I I I I I I I I I I IL------------- --------------J L---------=---------J L------—---------- II II II II j j I I II I I I I J L—_J L__J i I it j r=====___________ —L, I I it I I L__J -----------------------I—J----------------------------------- JI -------------- _ ________________________________T_ _ ___—_____----L J T L_� DRAWING TITLE: JEST ELEVATION- ELEVATIONS JOB: RENOVATION/ ---------------- - -- -- ---------- ADDITION: GREGORY EXISTING HOUSE STRUCTURE < PROPSED I-STORY ADDITION > RESIDENCE I 1355 BAY HOME ROAD SOUTHOLD. NEW YORK 10 TOWN OF SOUTHOLD SUFFOLK COUNTY, NY 12 SCTM# 1000-54-05-34 ARCHITECT: 10 Ex �, ,� FREDERICK R. WEBER -' 41 EAST MAPLE ROAD p GREENLAWN. NY 11140 I II II , 52 NOYAC PATH i 12 WATER MILL. NY 11914 I II II , I II II , 10 TEL 431 '154-5555 I II II I I II II , Pweberarchitect9gahoo.com I II II , Ex Ex ; ; Ex 12 1 " Existing New Overhang New 'Sweep"2 I/2 Overhang to Match 12 SEA�L:Overhang to Agn •`,='-: -1 �. Q r+'— --— —— —— —— —- -———— 'd— �—————————————— -- --- ------ — L--————------- ————————————————— /if •� a, Is t�Jp !•1� W ; ———————— II I II IJul u II II I I I Existing I I Screen ——1 1 I ® I I A ® I I I I I I I I Porch I II I I I I I I I I I I I I I I I I II I II I e e an i ewa m es I I I I I I to atc kistin I I Windows w X I REV.: I I I I I I I I I i I PVC Casing: I -- _—_—_ — — — — -- — — �— I_ ___=�1— --- — ____— - -— _1 —.E ' -- --- L- , --- - - -- ---------- ----- - ---- - ®® - -- ---- DATE: DUNE 5. 2025 ------ -—— —— —— ——— • N NZ 1 N I I SCALE I I I I I I i I i III I I III New Rail t Lattice I I New Brick Veneer w/ Bluestone Cap III JOB NO: w202404 I I I I I U I PROPSED I-STORY( :DINING ADDITION > I U (To Match Existing I I on Foundation WWII 'Above Grade I U Front: Porch) I I (To Match Existing) I I I I I I II I II I I I I I I I I I I DRAWING NO. I I I I II I II I I I I I I I I I I , II II I II I I I I ---------- -----J L—————————=—————————� �------------- - ———————— ——————— —————— ---------- - ----- -------7------ _ _ _ _ _ _- J L L_ _ _ _ _ _____ -- J— I L--i I I II I II I I IL------------- ---'------' ------------------L_j----------------------- r'— r—————————— —T————————————————————————————————r-—-1 L--J T---� L_� A 5 EAST ELEVATION OF AS 1/4„ = I$-01' FREDERICK Existing Brick ROBERT Chimney WEBER ENERGY CODE: COMPONENT COMPONENT REQUIRED PROVIDED ARCHITECT GLASS: U .32 U .29 SHGC .40 SHGC .21 CEILING/ROOF: R 49 R 49 12 Existing Wood (If Joists Lack Depth) R 30 R 30 10 Roof Shingles FRAME WALL: R20 R21 FLOOR: R 19 R 19 r � BASEMENT WALL: R 10 (Cont.) R 10 (Cont.) W R 13 (Cavity) R 13 (Cavity) WINDOWS: ANDERSEN "A" SERIES LOW E4, Simulated Divided Light ' p WALLS, CEILING/ROOF: CLOSED CELL SPRAY FOAM, R1/Inch FLOORS: 6" "Roxul" or F.G. BATTS 12 BOX SILL: 3" CLOSED CELL SPRAY FOAM, R1/Inch10 Jill ---- 12 Ex x e e n re e I..�� 2 1/2 1 -1= —�_ Existing Wood - --------- oo --in es -- LIT------------- - Roof Shingles - - - - - - Existing Ix6 Fascia Bd. New Tapersawn (Pressure W Treated) Red Cedar g - �- - - -- -! _- --- ----- -- ------- w/ Copper Gutters Roof Shingles, 5/8" Butt ________ __ __ __ _ __ P I I I I I iH U U 0 d HI i I New Ix6 Fascia Bd. g 12 to Align t "Ventrid" Under Copper Roof Shingles I I I Existing Trimmed Porch Gutters to Match 10 I i I i I I Full Adhered I C C C C I Header to Align w/ I Underlayment I I I I I New Frieze B . I I I i I i I I 5/8" Plywd. Roof Sheathing I I (A I I® ® I I Windows w x I I 2x8 R.R., 16"oc I l i i PVC Casin (T ) Existing Porch t Rail 1" Closed Cell I I I iRed Cedar Sidewall Shinciles I I _ Spray Foam (R49) Self-Adhered Polymer I I I I Ell " "'`: Ice t Water Shield_ Modified Bitumen Sheet I I I I I o I I i I I i 2x8 C.T., IG oc "� � Roof Perimeter Extending 24" Beyond Inside I I I I "Sweep" Blocking Face of Exterior Wall 71 ---- — IBEE 12 Hurricane StAaps on I I i i i I I All, Roof Rafters W 2 1/2 III I I III New Rail ( Lattice I I New Brick Veneer w/ Bluestone Cap I I Existing Lattice I I I U I I I U I to Match Existing I I on Foundation Wall Above Grade I I I U 2x8 R.R., 16"oc I I I I I I I I I I I I I I I I i l I I I I I I Copper Round Co er Gutter I I I I I L-------------- ---J ------------- -- ---------- -------------------� L—— —— —— -----------� I Ix6 PVC Fascia Bd. J, J ti—————————————————————————————————————————— L—— —————————————— L FL Ix6 PVC TtG Soffit 2x6 Blocking, 24" oc NORTHELEVATION- 5/4x►O PVC Frieze Bd. DRAWING TITLE: 5 I/2" SECTIONS Existing EXISTING HOUSE STRUCTURE —> < PROPSED I-STORY ADDITION Roof Rafters 12 12 j JOB: 10 Io RENOVATION/ ADDITION: Existing j GREGORY Roof Sweep j 2" Closed Cell Spray Red Cedar Shingles RESIDENCE New Ta ersawn (Pressure Foam (RI4) t 3 I/2" "H droGa " Self- 1355 BAY HOME ROAD p 3/�4 2-2 �4,, I Treated) Red Cedar Unfaced F.G, Batts (RI3) P Existing �- Roof Shingles, 5/8" Butt Adhered Housewrap SOUTHOLD. NEW YORK 2x8 F.J. 16"oc "Vent rid" Under 2x6 "Studs, I6" cc 5/8" Plywood Sheathing TOWN OF SOUTHOLD 2x10 Ridge, Roof Shingles 5/8 Gypsum Bd. SUFFOLK COUNTY. NY r Strap Rafters Fully Adhered SCTM# 1000-54-05-34 Existing 2x8 j over Ridge Underlayment Outriggers, 24"oc 12 5/8" PI wd. Roof Sheathing ARCHITECT: CC$ Copper Gutter I y g j 10 2x8 R.R., I6"oc 1" Closed Cell 9 1/2" TJI 230, 12"oc FREDERICK R. WEBER Wood Shingle Spray Foam (R49) " " 41 EAST MAPLE ROAD Existing Existing Existing tr 12 Roof 3/4 Plywd. Subfloor New 3 Closed 12 GREENLAWN, NY 11140 BEDROOM 1 BALCONEY BEDROOM 2 r 2 jI/2 Ice i Water Shield Cell Insulation- ::;: 2 1/2 Roof Perimeter s "Box" Sill 52 NOYAC PATH ........... ......................... ........... ............ ............ ............. ... :;:.:: :: :.::::.::. ::::.::::. .:.::::.:: ::: ::::.::.; �: �::.. Hurricane Straps on :ss:''.` WATER MILL. NY 11911, Existing Ov lay Ov lay `' -_-_ _ -_-- - I'-8" All Roof Rafters 2x8 F.J. 10 c Open t,o Below Existrn Roo Roo (2) 2XIO Sill E, (Pressure Treated) t R.R. t C.J. `;" Copper Termite Shield/Sill Seal TEL 431 154-5555 --- 2x8 Blockin f b h ;;.. Eave (Typical)• "-- --- --- --- --- - we erarc itec oocom Existing __ ----- -------- ---y---- Ix6 PVC Fascia Bd. 6" "Roxul" Insul. P g t a Girder I I New GWB --' V2x8 C.T., 16"oc All Floors for o o Bluestone Ca (Match Ewstin ) y Ix6 Ti G Ix6 PVC TdG Soffit Flame S read i ' I 5/8" x 16" Anchor Bolts, 32"oc " " „ „ " 2x8 Internal R.R:, I6"oc P "I 8 4 9 -8 8� 3 -10 17 3 - 5 9 -8 4 9 -6 UPP r Upper 15'�0" Ceiling 6" 5/4x10 PVC Frieze Bd. Insulation (R19) ;I q " " w/ Square 2 x2 Washer SEAL: Cabinet 1/2 Round Copper Gutter I Bearing Wall w/ 2x6 Blocking, 24" oc I i� c' I I N a I I New New 1/2 Plywood on New I i Brick Ledge, I I 25'-3" 5" = 19'-6" (f) Side for Shear M Walls (T Ical): 8"I `� Brick Veneer Existing Existing LAUNDRY HALL 6 Roxul FAMILY ROOM p I r " " ' Red Cedar Shingles I w/ Weep Hdes a �` 'r{1' f.. �, , t (Tile) (Tile) (Oak Flooring) oo GREAT ROOM Existing KITCHEN Existing Isla New W/p Sound Proofing "H droGa "� Self- II y ppj ; I I Cabinet New Tile Cabinet Adhered Housewrap I d Existing 9 i/2 TJI 230, 12 oc " I I xist g Floonn Existing -+ 5/8 PI wood Sheathing -- I I 2x8 F.J. 16"oc Top of Existing Ist Floor El +10.9' 9 2x10 F.J. IC'oc 3/4" Plgwd. Subfloor y 2x6 Studs, 10 cc I 2" Closed Cell Spray Foam (RI4) il. 3 I/2" 12 P. Conc. Found. Wall Existing Existing (2) Existing Existing (2) Existin t3) 9 I/2" LVL 6" "Roxul" Insul. New �^ •* I " 2x8 Girder 4x6 Girder 2x8 Girder New 3" Closed i Unfaced F.G. Batts (RI3) CRAWL SPACE CRAWL SPACE All Floors for CRAWL: SPACE 8'I 4" i ``� 5/8" Gypsum $d. I #4 Bars 3 Bars Veri/Horiz. En < Steel P. Conc. Pier Flame Spread t Cell In ulation i Pipe Col. Q- _ I Insulation (R19) "Box" SIII in 9'-4. 8" 1'-0" 5'-4" 3'-1" 9'-3" 8" -��- 8'-10" 10'=0" I10' 14'-2" � '1o. Sill (Typical): ' Existing '- New 2" t,- I Brick Ledge, (2) 2XIO Sill fE, (Pressure Treated) t New 2" I i " REV.: Existing O n I I Brick Veneer I #4 Bars 32 oc Between Existing Chimne i P. Conc. Slab P. Conc. Slab I Copper Termite Shield/Sill Seal P. Conc. Slab o I o BASEMENT y _ I .I. w/ Weep Holes Bluestone Ca 'I Footing t Found. Wall P. Conc. Slab i p (To Match Existing) DATE: DUNE S. 2025 • 5/8" x re Anchor Bolts, 32"oc I 22"x10" P. Conc. Footing SCALE : 1/4" = I'-Om Existing �_�——J� w/ Square 2"x2" Washer P. Conc. Slab _ __________________________________ o -o o w/ 2" Keyway and (3) tt5 Bars (Cont.)i Foundation (Typical): JOB NO: w202404 ----- 12" P. Conc. Found. Wall w/ (2) #5 Bars (Top) i DRAWING NO. 8" 24'-8" 8" 9'-8" 10'-O" 16'-0" 44 Bars 32"oc Vert./Horiz. #4 Bars 32"oc Between Footing t Found. Wall 22"xl0" P. Conc. Footing S ECTION AA w/ 2" Keyway and (3) tt5 Bars (Cont.) 1/4" = 1'-0„ A6 OF A8 F I N 1 S H S C H E D U L E SPACE FLOOR BASE CHAIR CROWN WALL5 CEILING HGT. REMARKS FREDERICK ROBERT w w �7 U °� o °' m z to z v WEBER t� co �: Q ~ C'3 ii mu W > tt De rn z Z Q Q W W Q U Q z 0 m N S m cn Q � t� OD O Q cn O J OC a0 m co ]L W W m W Z '—` ~ y U O z W N ¢ ram— ¢ w -1 _ \ i 0 p `r' o U w [A z z w x W U z c� o m '=- z �7 U u► ARCHITECT �L O W W W Z J Q Z 00 Z Q Z w H Z Z fL ~ W U N N 4 0 = W .� 0 0 2 O O � O ¢ ¢ W CA& 2 p W O \ O � t— �- 0 B U :c U co Z U z r z l� M3 � > s F ►— U) cf) U C� X > z LU cO HALL ® ® ® LAUNDRY ROOM ® ® 8 ® ® ® 8'-0" FAMILY ROOM 01 ® ® ® Varies NEW BATH ® ® ® 8 ® 0 ® 8'-0" W PANTRY 101 8 01 © 8'-0" KITCHEN ® ® ® ® ® 1 0 8'-0" DINING ROOM ® ® ® 8 ® 8'-0" O W FOYER O O 01 O O 1 1 1 1 1 8'-0" w 1L POWDER ROOM O O O O O 1 1 8'-0" 2 3/4" 4Z GREAT ROOM O O O O O Varies I 111 11 1 1 1 1 1 Ir FRONT PORCH O O .01 O Varies SCREEN PORCH O O O 1 O Vanes " CROWN I I IN 1/2" CROWNW REAR PORCH O O O O Varies l/�'� CROWN DECK STOOP O O O O FULL SIZE FULL SIZE FULL SIZE MAIN STAIR 101 BASEMENT STAIR O p[ UPPER HALL/ BALCONEY O O 1 1 O 00 10 O OBEDROOMI O O O 00 O -1 BATH 1 O O O 001 O 1 O BEDROOM 2 O O O 00 O r Q BATH 2 O 01 1 1 O 1 00 O O w tY BASEMENT/CRAWL SPACE O O O O O cn ® NEW FINISH OR REPLACED FINISH O EXISTING FINISH TO REMAIN DRAWING TITLE: (Protect During Construction) FINISH SCHEDULE TRIM BACK BAND JOB: RENOVATION/ ADDITION: CAP CAP CAP GREGORY RESIDENCE MOULDING MOULDING MOULDINCs MOULDING 1355 BAY HOME ROAD SOUTHOLD. NEW YORK TOWN OF SOUTHOLD SUFFOLK COUNTY, NY COVE COVE COVE COVE 3/4„ SCTMX 1000-54-05-34 BACK l/g�� l/ ARCHITECT: 4 BAND iv N \ 3/4" 3 1/2" 1 FREDERICK R. WEBER WINDOW II A I I I ' BASE CAP = 41 W I �1 D O W _� 5/8' S/8 Ixg HOP 5/8 V-GROOVE � GREENLAWNPNY 111�O 3/4 \ WAINSCOTING Ix6 HORIZ. Ix6 RO o0 HEAD WINDOW / DOOR GWB GWB W/ NICKEL WB VERTICAL — 52 NOYAC PATH y JOINT BD. (OPTION WATER MILL. NY 119"14 Half Full Size CASING— T I P. W/ BEAD) 3 STILES TEL 01 '154-5555 Half Full Size STILES 9. 1 fweberarchitect9 afioo.com RAILS FACE OF rA/ ° WALL > SEAL: _ GYP. BD. 3/4" d r R. BASE CAP v 'C V � VENEER PLYWOODU _ v PANEL 4" SQUARE EDGE Note: m MOLDING TO BASE UNDER Where Window Sills — MATCH DOOR CLOSET SHELVES, Occur Directlq cn PROFILE CABINETS, ETC. Above Countertops, 00 1/2" 1/8" 1/8" I/ " Eliminate Casing and — Extend Backsplash to l/4 WIDTH AS REQUIRED 1/4 REV.: Underside of Sill C4 WINDOW SILL- WINDOW 3/�4' \ CASING l/�' 3 � 3 � I" 1" OATS: JUNE 5, 2025 SILL MULTIPLE UNITS Ix6 Ix6 /4x6 BASE ELEVATION BASE BASE BASE BASE SCALE : As NOTED 3" = I'-O" Half Full Size Half Full Size SHOE JOB NO: w202404 MOULD DRAWING NO. SHOE SHOE SHOE SHOE A7= m PANELINGHORIZ. VERTICAL gas BASE (Typical) 4 " BASE (Typical) WAINSCOTING BOARDS BOARDS 3/4" OF As Half Full Size Half Full Size Half Full Size Half Full Size FULL SIZE FULL SIZE SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS / 2 x 6 TIE EACH RAFTER FREDERICK Joint Description ROBERT ICE SHIELD UNDERLAYMENT P Nail Sizes Nail Spacing REQUIRED - 24" FROM EDGE HURRICANE CLIP Rafter to Top Plate (Toe-nailed) ROOF FRAMING 3 - 8d per rafter WEBER TYPICAL. Ceiling Joist to Top Plate (Toe-nailed) 3 - 8d per joist ARCHITECT Ceiling Joist to Parallel Rafter(Face-nailed) 3 - 16d each lap ALTERNATE POSITION OF Ceiling Joist Laps over Partitions (Face-nailed) 4- 16d each lap HURRICANE CLIP USE Collar Tie to Rafter(Face-nailed) 2 - 8d per tie SIMPSON H3 Blocking to Rafter(Toe-nailed) 2 - 8d each end Rim Board to Rafter(End-nailed) 2 - 16d each end WALL FRAMING Top Plate to Top Plate (Face-nailed) 2 - 16d ' per foot W Top Plates at Intersections (Face-nailed) 4- 16d joints-each side SIMPSON H2 HURRICANE Stud to Stud Face-nailed 2 - 16d 24" o.c. 0ALL (Face-nailed)CLIP NAILED. FROM PROVIDE 8d COMMON METAL STRAP Header to Header Filed RAFTER TO STUD. - NAILS 9 9" O.C. AT ALL JACK POSTS ) 16d 16" o.c. along edges w/ 'f - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud 5 - 6d NAILS EACH END SHEATHING. 2 - 16d per 2x6 stud SHEATHING TO LAP TOP 2 - 16d per 2x8 stud W WALL PLATES APA RATED PLYWOOD TO Bottom Plate to Floor Joist,Ban d joist,End joist or Blocking (Face-nailed) 2 - 16d 1'2 per foot EXTEND TO TOP OF TOP PLATE. 4 - Sd NAILS TYPICAL FLOOR FRAMING I--� �MST31 METAL STRAP JACK POST Joist to Sill , Top Plate or Girder(Toe-nailed) 4- 8d per joist NST21 8 STUDS Bridging to Joist (Toe-nailed) 2 - 8d each end w/ 4 - 8d NAILS 948" O.C. Blocking to Joist (Toe-nailed) 2 - 8d each end W EACH END - TYP. SIMP50N MST21 Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block I I/2" WIDE - 12 GAGE Ledger Strip to Beam (Face-nailed) 3 - 16d each joist METAL STRAP 932" OC. Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist FLOOR JOIST MAXIMUM. Band Joist to Joist (End-nailed) 3 - 16d per joist Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d ' per foot DOUBLE TOP--' PLYWOOD SHEATHING ROOF SHEATHING PLATE TO OVER LAP BOX HEADER BEAM - TOP 1 BOTTOM. Structural Panels 2 x 6 OIL" O.C. 8d 4" o.c. perimeter zone STUDS = U SIMPSON MTSA 18-Z W/ other 6" o.c. edges of (6) 8d NAILS TOP # panel , 12" o.c. interior O BOTTOM 8 32" O.C. Diagonal Board Sheathing of panel 1" x 6" or 1" x 8" 2 - 8d per support 1" x 10" or wider 3 - 8d per support SECTION ELEVATION CEILING SHEATHING W Gypsum Wallboard 5d 7" edge /10" field SIMPSON MTSA 18-Z W/ �(0 8d NAILS TOP t - WALL SHEATHING T BOTTOM s 32" O.C. Structural Panels 8d (see table 3.9) v Fiberboard Panels SIMPSON LTP4-Z W/ I - I I SIMPSON LTP4-Z W/ (0 8d NAILS TOP t (0 8d NAILS TOPE 7 /16" 6d 3" edge /6" field /BOTTOM 8 32" O.C. _'' FLOOR JOIST = BOTTOM a 32" O.C. 25 /32" 8d 3" edge /6" field NAIL SHEATHING TO SILL PLATE 8d NAILS 8 4" O.C. TOP OF FOUNDATION G " " = sum Wallboard 5d - 1x _ � .. .. .. (SHEATHINGTO LAP SILL PLATE) .:•. .:: .;. .•:... .. : ... : : -:• • .•..•... -. . .... ,. 7 edge /10 field DRAWING TITLE: 2 5 REBAR YP Hardboard 8d (se e table 3.9 _ l2> 2 x 6 SILL PLATES Part icleboard Panels see table 3.9 COPPER TERMITE SHIELD CODE DETAILS A Q TRE ATED. Diagonal Board Sheathing w/ SILL L T P )S S Y " " " 1 x6 or1 x8 2 - 8d per support N 11 P PP a " " A.B. 2 5/8 x 16 3 OC 1 x10 r - orwide 3 8d per support t SEE FOUNDATION DW 11 II II S N G. P P P /16 w/ 2 x2 x WASHER. F I IF 3 OR DE /RE N OR I SGN CN G (HOT DIPPEDALV OR G h• FLOOR SHEATHING TEFL -LE >ST AINLESS SS S ISOLATE WASHER FROM Structural Panels Struct e s SILL PL W/ FELT STRIP 1" or less 8d 6" edge /12" field greater than 1" 10d 6" edge /6" field HOLD DOWN + SHEAR CONNECTION C R I T I Diagonal Board Sheathing JOB: CAL PATH 1" x 6" or 1" x 8" 2 - 8d per support RENOVATION/ 1" x 10" or wider 3 - 8d ADDITION: per support GREGORY 'Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed RESIDENCE I-STORY ADDITION 3" on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall 1355 BAY HOME ROAD . . . . . . . . . . . . . . . . . . . . . . be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. SOUTHOLD. NEW YORK • • 2When wall sheathing is continuous over connect ed members , the tabulated number of nails shall be permitted to TOWN OF SOUTHOLD ""'��"'!'`°''.:.:.:. .. be reduced to 1 - 16d nail per foot. SUFFOLK COUNTY, NY SCTM# 1000-54-05-34 r I ARCHITECT: ♦♦ t �. 1 I E"elnp Scr t M Ewrtm ♦♦ I. J .1 p I P«cY Roof ' `♦ h •• 1 CIO Root FREOERICK R. WEBER e 41 EA5T MAPLE ROAD 1-5TORY ADDITION I 1 1 GREENLAWN, NY 11140 ♦ L I I . . . . . . . . . . . . • • 1 DESIGN CRITERIA: s2 NOYAC PATH • • . • . . . . . . . • • WATER MILL, NY 11911. . . . . . . . . . . . . ; . . . . . . . .1 . .I a 1 I 40 GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 631 'T54-5555 • • • r • • • • • 1 " " FIRST LEVEL - " I'weberarchitecta ahoo.com 11/4 x 20 GA. GALV. STRAP 1 1/4 x 20 GA. GALV. STRAP FROST LINE DEPTH - 36 '.'. �a . . .1 . . . . . . . . . . . .'; �*�,� 90 PSF. L.L. 9 r w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY , ' ' . . . . . . . . . . g`� EACH END 916" O.C. EACH END 016" O.C. BEDROOMS - 30 PSF. L.L. _ DECAY SLIGHT SEAL: �, `-• :. . . . . . . . . . . , . . . . . . . . . . . .1 WIND SPEED - 130 MPH g' 1. . . . . . . . . ; 1 1/4" x 20 GA. GALV. STRAP tc '""R'd0"' '' Ew,ung s-Stag Rod g En,tng Ridg" 1 1/'4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES .'.','.','•'.',' .'.'. . . . . . . . . . . w/ 5-Sd COMMON NAILS TO r: • • • • • • # w.l- Ul it00 WU H'°�o,.,r FDN. alb" O.C. w/ 5-8d COMMON NAILS IN � . . . . .'. . . . . . .1 EACH END 91C O.C. �`t, ,a L . . . . . . . . . . . . . .1 . . . 1 . . . . . . . . . . . . . . . . . . . . . . gym DESIGN CRITERIA: �` ��� " 1 DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. 2 -0 MAX. WINDOWS GLAZED OPENING REV. T-O" MAX. d COMMON DATE: JUNE S. 2025 NAIL 3 TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM SCALE AS NOTED PLAE E 1994 AND OF ASTM E 1889 REFERENCED THEREIN. IN LIEU OF IMPACT JOB NO: w202404 R PLAN O O x RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 1/16 AND A MAXIMUM SPAN OF 8 SHALL BE PERMITTED AS OPENING ,PROTECTION. ATTACHMENTS SHALL BE 2 1/2" 48 WOOD SCREWS 14" OC DRAWING NO. PROVIDE 8d NAILS 4" O.C. AT ALL NEW ROOFS— FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8' AREAS OF HIGH PRESSURE ZONES. COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR A8 OF A8 A6 (2) 1 1/2" LVL (2) 1 1/2" LVL (2) 1 1/2" LVL (2) 1 1/2" LVL FREDERICK II II ROBERT WEBER N 2x8 C.J.,It a ARCHITECT " ,�;� OL ... ,y+� U I 2x8 C.J.,li' i V x II N I I pp \\ X a /, N [I II N `♦ N > 2XIO Ridge_ Z., I1R., 16" oc i}--- -- ___--� {\ 2x8 R.R41 16" oc 2x8 Upperit Upper 1t Lower / (2)112x6 Lower / II /� `v �J? Studs (Typ.) I I / — a x C4 \ LL Overlay I / II �'• Roof J rl ' x8 R.R., 16" / 2x8 R.R., 16" oc 2x8 F.J., 16" ocl I > CV I cV rnI I ...\_....................... 73 I > OI XI �_ NI D W (3) 1 1/2" LVL Hdr. F[jb .• (2) II 1/8" LVL Hdr. (3) 1 I/2j LVL Hdr:' II II / \ ♦ ____— H-— � 0011 Overlay ��. ' ... NI1 - e +/ \ [Y 0 Roof �•.•. / .•' II °; �, ' ��ry II W I 2x8 C.J,WO: II 40J x / II \` x X \ I /!• III N `N / II > \ W W '. \ N 11 `N N J �\ Existin W „ „ „ I / — (2) 16 N PC / •' 1 I Neu4 x4 x3/8 -i I— Ix . ::'�� 1 I St el Column R11. 2xlO Ridge , Stud (T p.) ExistingR.R. >I C.J. \ F————— �' I > --u' 11-1— ----- \I o 2x8 R.R.1116" oc r \\ ----- ----- Exi tin Gir er o —- -———�' —— — --—--—— — pi I I \ - \�s I I 11 CO 11 I a !1 o0I1 � \� U /?J �X I I o �1 C4 U �: 41 \ > - �� DRAWING TITLE: 00 j > *I (V11 /��/ j 00 \`/�,% II _ - �' v11 N � 2ND FRAMING Sink N '1 n aD 05. 9�� \ ' - 'I " x `�'' \`�% (IST FLOOR) i OD I II oJ♦\< II \ cx M 1 11 y 11 001 z I I — I 11 \ - -, (3) 1 1/2" LV�Hdr. (2) 1 1/2" LVL I —————— F—————— i JOB: RENOVATION/ 1 ADDITION: ----- I GREGORY ..... ..... ......... : r-------, i RESIDENCE r--------------------� I I I I I .. ..•. .•...... I Raised Ceilingg lemain lue) t t 1355 BAY HOME ROAD I (1) Skylight To I SOUTHOLD, NEW YORK (Wood Flooring) __ __ i TOWN OF SOUTHOLD I I I SUFFOLK COUNTY. NY I I I SCTM* 1000-5L-05-34 FRAMING NOTES: ARCHITECT: I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR—LARCH STRUCTURAL GRADE No. 2 OR BETTER FREDERICK R. WEBER I / 1 41 EAST MAPLE ROAD 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. GREENLAWN, NY 11140 -------- ----J ,' /' i 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD cv I �� �/ 1 TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 52 NOYAC PATH WATER MILL, NY 1191L 4. ALL HEADERS C—On AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9 —0 AND OVER WITH TRIPLE UPRIGHTS. I I ALL•HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8 8'-0" O.C. TEL L31 154-5555 PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. fweberarchitecteyahoo.com ---------------------------------- �/ �/ I —————— ——- 1 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. / -------------------------------------- / / SEAL: `.!_______________ 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5—IOD NAILS AT SILL ' �cK o ` I AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. / 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND 0 a 12" O.C. INTERMEDIATE. ,� \\ 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. ` +; 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, �: ✓� + x `� i GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS ' cli \ 1 SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4 LVL RIM JOIST SHALL BE REQUIRED AT FLOOR `\ 1 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 13. ALL' MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 8 24" O.C. \ 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. ---- -- -- ---- --------- ---- 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. \)vREV.: DATE: JUNE S. 2025 SCALE JOB NO: w202404 A ROOF FRAMING PROVIDE "SIMPSON' PHDS-Z HOLD-DOWN FROM STUD WALL/WALL PL. A4 TO FOUNDATION WALL DRAWING NO. NORTH ( IST FLOOR ) Q PROVIDE I/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL st (Bluestone) OF 51 ELECTRICAL NOTES : I— RECEFTACLES t SWITCHES TO BE "DECORA" (LEVITON). WHITE. FREDERICK 2— DIMMERS TO BE "DIVA" (Slide Control), WHITE. ROBERT 3— ELECTRICIAN TO SCHEDULE "WALK—THRU" WITH OWNER PRIOR TO BEGINNING WORK. WEBER i 4— ELECTRICIAN SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE AND CO DETECTORS AS SHOWN OR REQUIRED BY CODE (MINIMUM). 5— HOME T=CHNOLOGY CONTRACTOR SHALL INSTALL AND WIRE ALL TV OUTLETS, COMPUTER (CAT 6), WIFI NETWORK, SPEAKER SYSTEMS, CAMERAS AND SECURITY SYSTEM AS REQUESTED BY OWNER. (NOT IN CONTRACT) ARCHITECT 6- ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE. 7- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES E EQUIPMENT. Smoke, ` O ELECTRICAL FIXTURES : � FAMILT RO M OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): I— CHANDELIER (DINING) 2— BATHROOM WALL SCONCES W 3- ALL DECORATIVE EXTERIOR FIXTURES i 4- PATH AND POST LIGHTS (120V, Line Voltage) ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: \ I- ALL PORCELAIN FIXTURES TV 2— ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO"). 4" HOUSING E TRIM (White) dh f—I 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS. w 4- UNDERCABINET KITCHEN FIXTURES (LED STRIP). ELECTRICAL SYMBOLS 3 AFFLIANCES : -- a SYMBOL DESCRIPTION elocated OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION t ALL UTILITY CONNECTIONS BY CONTRACTOR AC 1*I 0 DUPLEX RECEPTACLE T ^ 1-- 'WASHER: FRONT LOAD 0 W.P. DUP.REC.—WATERPROOF v 2— DRYER: ELECTRIC DRYER r F 0GFI DUP.REC.—GROUND FAULT elocated W Al tt2 ................. ......... IDLUI' BIND NOTES : [ ] DUP.REC.—FLOOR ^� I— PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. DUP.REC.—(I)SWITCH OPER. 2— ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. SPECIAL OUTLET FI 3— INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. B b e Hose 4— ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT—OFF VALVES IN CRAWL SPACE. 0 0 W Bib 5— ALL SINKS ARE TO BE UNDERMOUNT O SURFACE MTD.—CLG. GFI 0P SURFACE MTD.—CLG. (Porcelain) GFI GFI I GF __GFI- 3 RECESSED-CLG. 11��11 EO WALL MOUNTED x CM DUP. FLOOD r (� 04 RECESSED DIRECTIONAL v Ex Ex CLOSET LIGHT W SHOWER LIGHT (Wet Location) to Remain Existing ctrlca UNDERCAB. FIXTURE ___ __ Existing --- I i ® ® DOORBELL/CHIME i----- Refrig. I I 1 I Chandell i 0 EXHAUST FAN I I - -- ---------------- --- :D L _j ------ --- Exrstmg--- ---- -- - PADDLE FAN i Ex Penda Ex I I i I PADDLE FAN / LIGHT To Ems I DRAWING TITLE: Existing Electrical ; Switch I ' I ElELECTRICAL ATTIC FAN to Remain Modifg Existing Electrical Sink I as Required i r------ IST FLOOR Ex Ex I SPEAKER 1 0 I I I 0 TELEPHONE a DOQ` To Existing L I 0 CABLE VISION Switch OwP © COMPUTER (Cable t Phone) ______-_____ ' i 01 LIGHT W/ HEAT/FAN/NIGHT LIGHT ------------ Ex I TD THERMOSTAT JOB: FAN/LIGHT ARENOV •TION/ ITIO--=— ••.• .•...•••• I SMOKE DETECTOR ______ I GREGORY ___________ _-_____ i i i G Co CARBON MONOXIDE DETECTOR RESIDENCE I I •. .... ........ I Raised Ceiling (�ematn lue) t I SWITCH i (I) Sky ight T1355 BAY HOME ROAD I I lo I SOUTHOLD. NEW YORK (Wood Flooring) SWITCH 3-WAY TOWN OF SOUTHOLD SUFFOLK COUNTY, NY SWITCH 4—WAY SCTM# 1000-54-05-3L I I SWITCH W/ DIMMER I i I $w SWITCH WATERPROOF ARCHITECT: I I Existing Electrical JS JAMB SWITCH FREDERICK R. WEBER I I I to Remain I I K® KEY PAD 41 EA5T MAPLE ROAD L____________________ I i GREENLAWN. NY 11140 EX EXISTING 52 NOYAC PATH WATER MILL, NY 11914 I I I TEL 431 '154-5555 fweberarchitecteyahoo.com Existing Electrical to Remain SEAL: M • --- <^ " I I REV.: \)v DATE: JUNE 5. 2025 SCALE : 1/4" = I'-Ow JOB NO: w20240L ELECTRICAL DRAWING NO. IST FLOOR NORTH E 1 (Bluestone) OF Ell Roo EMDr TENT FREDERICK 6-A- ROBERT WEBER -PI22—4Ue- ' `70 . 0o SITE DRAINAGE: ARCHITECT DR# AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) A HOUSE ADDITIONS 1149 sf x AV Ram = 190.1 cf (D 8' Dia. x 5' Deep w/ 211.2 cf Traffic Bearing Top Existing House has Gutters and Leaders Piped to Drywells. W Proposed Additions to Have Gutters t Leaders Piped T to Underground Drainage Structures as Sized Above. v 8'0 Ring: 42.25 cf/Ft of Height Drywells to have Traffic Bearing Slab Tops P4. c, O 9,P ,-0 ~') \ N6. F, F , W oo ��c�liyc90ic PROPERTY OWNER: ✓� F` JOHN GREC�ORY DRAIN O 9�J��j 9G� �'? \\ 9FifJ CAROLE GREGORY GRATE • �\ o�q°otic, SITUATE: SOUTHOLD �h TOWN OF SOUTHOLD Q 0 � titi .0. ti � � SUFFOLK COUNTY, NEW YORK JJP � `�' ��\� \� SURVEY INFORMATION: \�F, J<1 � 6, G5 `� � � PECONIC SURVEYORS \ ZONE AE \ o q yoo do SOUTHOLD. NEW YORK �,� EXISTING �.� �`� P�° �'� Ao STONE , Q �`° EL 6' \\\ F SURVEYED: NOVEMBER 20, 2024 + Q 05 0 ° RET.WALL ELEVATIONS ARE REFERENCED TO NAVD 1988 iJ \ � \\ ��000P�a ooyc M 000-56 05-36 F< � e b, Q 000 �o� o0 LOT AREA: 31.581 SF P GJ� 3 20NF �� 0 9�cC O�9(+C' \ i� <�NF� • O �� ��� °NE SOUTHOLD TOWN ZONING: R-40 � loll � I DW �- I ZF� FVoo°\NE (NONCONFORMING: 20,000 to 39,999 SF) \.,A" o i---- ,�\ �� ZONE X i \, r \ % / YARDS: (PRINCIPAL SETBACKS) c, FRONT' (Primary): 40' ...... 9�� �� loge o�9otiq FRONT (Secondary): 25' ,.2..q o00ti << SIDE (ONE). IS' aQ:�0 .....::::::::.::: . SINE °o RON \ r ::!�? :: . .' o O F SIDE (BOTH): 35 t ::: .F..'. ,.. r�� ti� REAR: 50' \ '' .::.....q' / O SOUTHOLD TOWN LOT COVERAGE: 20% (MAX.) ;:::' ::'A :::\ '................ o A. :' i c� �01 HEIGHT (MAX.): 35'. (2) STORIES <P,...::::::. :::✓ :..::::::. :fir"�i': : r:::.. /� / \ REMOVE :: a•:........:Y...�:v \ U/G. GAS ✓/_ �\\ \ TANK �— :. :::.: ii.... \'.j j fl.. . ' !� <\,EXISTING .::: ` gk �\ e �:�.. A EXISTING ADDITION PROPOSED GENERATOR \ �� 1�ti0�� HOUSE: 1246 SF 912 SF 2158 SF DRAWING TITLE: \ .) Reloc ,J✓ ::'� G O I Fo A• ��'ONT PORCH: 4�6 SF ON CONC.SLAB \ HNAS '� gib' �� ZONE VE' ss o 414 SF \ •s, \SPA f F SCREEN PORCH: 343 SF 343 SF SITE FLAN e'' \ F 9Q°moo 'O EL �� OO �� FIAT10 DE PORCH: TRELLIS. 69l SF -80 SF 697 SF sOs \\ 8L SF �S'� �'0 ,� �OpO WILD ROSE �' OO DECK STOOP 48 SF 48 SF ZONES X �9�2G� i����°� SFp (ROSA C.) J �� Q° SF r ( � GARAGE/COTTAGE: 1298 SF 1298 SF \ s� moo, ��y Teq 0. C 'TOTAL: 4229 SF 880 SF SIOL SF o 0 Gym y \ ti� `� G`r�0'A C�� FLOOD ZONE ��' (PROPOSED): 13.6% Fac \\ Doti ui� ) LOT COVERAGE (EXISTING): 11.2% \ A i Z1 \ OA iti SroNE/ 82 � ��� i� YARDS: (ACCESSORY SETBACKS) JOB: ti STEPS 9? +� (LOT SIZE: 20.000 TO 39,999 SF) SIDE t REAR: 10' (IS' HIGH) RENOVATION/ `°ham ADDITION: ZONE VE `) F,Ooo SIDE t REAR: I5' (20' HIGH) EL 9' J \ LINE ONE SIDE It REAR: 20' (22' HIGH) GREGORY MAXIMUM SIZE: 1200 SF RESIOENCE de TONE 69 ��' �•- 1355 BAY HOME ROAD STEPS 2• GI Pao GROSS FLOOR AREA ALLOWED: �( 1 OWN OF SOUTHOLD SOUITHOL D. NEW YORK BUILDABLE LAND: 31,581 SF �0� UFFOLK COUNTY. NY GROSS FLOOR AREA ALLOWED: 4918.5 SF 5 1 :.SCTM# 1000-54-05-34 ZONE X v� Q '� (TO 40,000 SF = 4350 SF + 1581 SF x 1.5%> O �� ti°�� •/ �� �� ��� '�!; ,�� SE x ARCHITECT: GROSS FLOOR AREA CALCULATIONS: EXISTING IST FLOOR: 1246 SF ,!•r; 4.;,. .~ FREDERICK R. WEBER 41 EAST MAPLE ROAD EXISTING SCREEN PORCH: 343 SF GREENLAWN. NY 11140 / EXISTING 2ND FLOORAncludes 13 sf Upper Atrium) 903 SF 52 NOYAC PATH EXISTING ATTIC SPACE: 354 SF ZONE VE �' WATER MILL. NY 11914 � � ya TOTAL EXISTING GROSS FLOOR AREA: 2846 SF EL 9 4 d �O v ADDED IST FLOOR: 912 SF TEL 431 154-5555 (V v TOTAL PROPOSED GROSS FLOOR AREA: 3158 SF fweberarchitectayahoo.com O i SEAL: WA 1 �; .•c; x 11110 /� F° WILD ROSE � i vr /A c� �O (ROSA C.) < O �!'� R. Imo+ A 1( DRAWING SCHEDULE Gv�P J V DESCRIPTION SITE PLAN Al SITE PLAN DO �O D A2 FOUNDATION PLAN REV.: SEPT 14. 2025 v I" = 20 1 —Q" A3 IST FLOOR PLAN w/ Addition DATE: JUNE S. 2025 ADDRESS: 1355 BAY HOME ROAD, SOUTHOLD A4 2ND FLOOR'PLAN (Existing) SCALE : I• a 20' A5 ELEVATIONS (EAST/WEST) � JOB NO: w202401. A4 ELEVATION (NORTH), SECTIONS Al FINISH SCHEDULE/ TRIM DRAWING NO. A8 CODE DETAILS SI ROOF FRAMING (IST FLOOR) El ELECTRICAL IST FLOOR PLAN Al OF A8 A A4 14'-0" 6 r ————————————————————————————— ——————————————/——————— --——--——————————-CF1 FREDERICK r----------------------- ROBERT WEBER 1 12" P. Conc. Found. Wall Nil 4" Brick Ledge) _4" _400 _4" to" i..../ -4. wl (2) #5 Bars ARCHITECT 6 G" 6 Drop Fier I op t Bottom Horiz. for Gir Jer r -'i New 2' P. r _1 44 Bars 32"oc Vert. on (3) 9 /2" LVL Gird Conc. Slab 22"x 10" P. Conc. Ftg. ....... e wl (3) 1:5 Bars (Tgp.) OI BO New j ICRAWL SPA gn I AV Conc. ler 3011, on 3 0" 30" P. Con g. W/ I New Wood Stoop (3) 4; rs, Each,,Wag St s Above. -U I,_'01 1 3,-0" f4 I'L' 4II 4" 10"OeA. Conc. Preis < 1 18"1 614 6 7 It — Drop Pier for Post Support (V Below Grade- Min) L------ - for Girder (4) 9 11 2" LVL rder It- V_ -—-—-—-—-—- I L 0-" 20'-0"- "!"V I ' New Fan 1--od or I I Hot Wate 11 x 1 A 11 From Exis- 6 II 1, 12'-fl" L 4 g _j =z; .:j 1 . F- > -0 II< C*4 z New 1x6 I lew 123 P- I I _�I* 20-8n 1-6. 30-8s, Stri�gers 10 _00 6 2 11 on D.J.. IL'kocl 31 6 6 r n (2) 9 1/2" LVL -------- V 0 I LE I Water ............................— 4" Brick -Existin Shelf -1 Service stin Or lNP 4) ,F 1 ,�"Navien a er 4,-0" Z-4 0 ( Water Heater I I O 90-800 :W�aeat nt I I so-On 101-0" New IL Neui b CRAWL Exilting 2x1 D.J., IC' oc Existing 9 crawl Space 1 12" P. Conc. Found. Existing X Access cr, Boiler C14 FCRAWL SPAC cv New Wall (w/ III Brick L dge) Conic. Lul (2) 45 Bars 1 2,2 To Bottom Horiz t i . Steel Column wl� Existing R Existin Conc. Bi. Lu 8'x8"x3/4" N C; -4' 44 Bars 32"oc Ver.. on Crawl 90ace P. Conc. Slab '^ I \ j1' LI 22"x 10" P. Conic, :tg, Bearing E -1 6 11 w/ (3) #5 Bars (Tgp.) rVVVV Found. Wall '2"�3 LVI_ Gi�re 1E_ _j Existing P. Conc. 0—-—-—----—-—-—--- _T_ L L Bsmt. �ound. Wall Existing (2) 2x8 Girder Existing 200 Amp " Crawl Space Elect i ical a 16"AV Conc* . ie I I 3 -2 Access Panel on 30"x3O" 2" 1 11 DRAWING TITLE: Smoke, _WQ�E P. Conc. g. wA 0 Co (3) U; ars, Each I Wbyj j Existing 00 r I I I FOUNDATION Remove Found. Will Sanitary C14 �(IEI P.JI-4"6 Slab - ;0 Footing. P. Conc.. I it 22t-S" I Slab Floor F nci�I zn _j _j _j + T X 8, 1% 5'-2 -------------------- -------- r __j (3� 2x8 Girddr'r G_4............ —1.__0 L J r-.j JOB. Exisrtmg----A T firdplace iq I C14 RENOVATION/ Existing 4x4I Girder Bdqe 4x6 Girder C.sRECsORY ---—-—-—-—-—- ---- IL-----: RESIDENCE ;r Fin/Coil Existing Porch -1 1­ung 1355 BAY HOME ROAD Piers/Footings Ln r om F.j SOUTHOLD, NEW YORK TOWN OF SOUTHOLD L r+_ 1 SUFFOLK COUNTY. NY L r---, r---, r ----------- SCTMS 1000-54-05-36 I I Existing (2) 2x8 I Girded 0- —-—-—- -—-—-—-—-—-4-- -P. NOTES: L j I 1 00 Existing x ARCHITECT: L J L--- C14 I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER BASEMENT CD PARALLEL PARTITIONS AND AROUND ALL OPENINGS. FREDERICK R. WEBER Existing P. x xisting 2x7 D.J., 14" oc Conic. Slab LU 41 EAST MAPLE ROAD 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. GREENLAWN, NY 11140 T 3- ALL STEEL GIRDERS BEARING ON P.CONC. 52 NOYAC PATH Existing Existing FOUNDATION WALL TO HAVE -Vx6"A/2" B.PL. WATER MILL. NY IIqjj, Existing P. Conc. Crawl Space JUNEXCAVA�T�ED] (UNLESS OTHERWISE NOTED) j B5mt. Found. Wall Access 4- ALL COLUMNS TO HAVE CxIO"A/2" B.PL. TEL 1.31 154-5555 (UNLESS OTHERWISE NOTED) rweberarchitect9gahoo.com r4 co, 07 6- STEEL SHALL BE ASTM A-36 (EXCEPT Existing Conc. 131. PIPE COL WHICH SHALL CONFORM TO SEAL: d) Crawl pace 00 ASTM A53 ROUND PIPE). STEEL WORK SHALL L _J Found. Wall Ll1CONFORM TO THE LATEST RISC SPEC. 4- PROVIDE FOUNDATION PERIMETER DRAIN TO CONSIST OF LANDSCAPE FABRIC OVER LAYER OF GRAVEL AND Existing iv 6" DIA. PERFORATED PIPE. PIPE TO DRYWELLS. X ICRAWL SPACEI CNI IM I- ALL FOOTINGS TO BE A MINIMUM OF 3'-0" BELOW GRADE. T Existing X P. Conc. Slab Ln x Expand SEPT 14, 2025 SEPT 1, 2025 REV.: JUNE 25. 2025 Existing DATE: JUNE 5. 2025 JUNEXCA SCALE : 1/4' - 1'-0* 07 F= JOB NO: w20240t. 4-� A Ln x A6 UJI DRAWING NO. FOUNDATION FLAN NORTH 100-301 OF AS a a Conc- ler x LI 11 c/30 2" rs�- W/ Eac�W r 4 "(f.0 r'vpB',)"I u 4_ �f� � W 1 rd, d1j. 7 20, or EFroom WE't e-1 oil- X6 -rJ,-- 2 81 -O„ New Brick Veneer on New Foundation 4 2'-10ot '46 15'-0" 2'-10ot 3'-8" Wall Above Grade to ♦` '/ FREDERICK 21'�0. ROBERT WEBER i° p `\ Flat Ceiling N Crown Moulding Around I ,� © cv \ I Perimeter of Raised Ceilir g `♦♦ to Conceal Uplighting I �, ARCHITECT WINDOW SCHEDULE to -- i---Hem -------�--<I, © R.O. Area Egres F,4MILY ROOM �{. CID— Unit Model # Opng (Oak) i `\\ ® ADH3044 3'_O"x 4'_4" No Raised Ceding in / I Ccotral Space I I ♦♦ © N © ADH3250 3'-2"x 5'-0" Yes D / L?�--+-- --- -J ♦ y Flint Ceiling ADH21050 2'-10"x -O" No ' .. ♦ O 5' i I \ _ ♦ O AAN204 2 6 x 2 4 No " ,� I \♦ I'-8" 2'-Sot 4" Rails to 1_ xI_ ►n I v ♦ i Match / \ Front Porch EO AAN2020 2 0 x 2 0 No w / I ♦ a- " , )�ew - -Shower 32x ounter o w O OVAL 2'-0"x 3'-0" No slue �7�� Cabinet bove 3, O„ " �„ ' 10 2'_O„ Front --- 3'-O" `'' „C14Model Numbers Refer to Andersen A-Series, New Med. Load W D ``� "Storm Watch", Impact Resistant Glass. PG 10/10,H BATH Cab. Low-E-4 w/Argon Glass, Simulated Divided LightESeat _ New 32 O i a IN (Tile) LAUNDRY Pocke D� , „ 1 1 (Tile) Door 4, 2 .tr 10 -2 4 5'-6" 4" 4'-8" '-9 ' O — Existing Brick Veneer O _ �. l __ Counter op w New `V (3, II' on Existing Foundation — O Lower Cabinet w/ Stone Cap Tread Wall Above Grade lass Above t Clothes Be ch w/ STOOP. New Brick Veneer n1 Pole Above Shoes Below t on New Foundation She f Above F 3 _0 3„ '_0$- " 3'_Olt -2" Wall Above Grade °° a -_3'-8"-- 4�- l' (5/4x4 IQe (To Match) ' l ountert 36 H t. w/ (2) `y !Shelves A ov /C inet Below - Hoo s Trimmed 0 ng.- Decking) Q A A A DOOR E=:� — = = _ _ _ _ _ _ - - SCHEDULE ♦ pn N w p _ New Upper, Lower :n ,� New U�iper/Lower_ l i r' �a5hets Coon er op Oa5nets«ountert p ! _I u ,r Cr O ♦` ♦ PAN�t�Y '' Width t Height \ \ � �, _ _ � / � i Unit Model # ♦ u I p px 41 $x boll, 6" 4,-pot , " /Q 1 "V ,_ , N 1I t7 , " x, /' „ "Marvin" USFD4010-XO Clad , ' ,_ x ♦\ 4 -O 4 8 -2 � 4 Pull-Out II 4 r 4 15 -6 g / 6 Sliding French Door w/ Screen 6-1 I/8 x 1 2 I/4 (R.O. `♦ 18"xl4" Chun rtop w/ �;+ Cabinet , 21'-4"(Existing): . I / A O \ Broom Draw rs Below — Q, III , Q ih O �Mudroom Door 2'-8"x 1'-0" (Door) W ♦\ /� 9'-8" (Frosting) 1 �/ "Simpson", Model 1598 Existing / i Raised L-: aped Expanded w °�t Front Door _ , _ Panth r/ bD 6- ' m " 3 "Simpson". Model ? 3 4 x 1 0 (Door) \ y Counterto � 42 AFF � \ `9 DINING AREA , ♦ I / / Concealed Brackets. r-__ ____ E Hill p \ / - / �1111 ® Model Numbers Refer to "Marvin", Ultimate Series, ♦\ ----_ Existin Existing _ „\ Remove , Hill I i<l Clad, w/ Low E4 Tempered Glass w/ Argon \ V g. /' 'a- ;° SkylightI11+-1 ---- /I ih Impact Zone 3. DP 50/65 `\ I /'Existing "Upset' Be m_Size? ___ __— I 7 Re 1ov Existing_Wlndowslt Wall 1 'o—'o or "Simpson" Performance Series, Douglas Fir w/ -- --- _ 30" ;,- - - ------ _� „ �- - 4"x4'- - � �`� �i i ® O UltraBlock Technology t Water Barrier (Painted) 1}-6" S't�el Column 14'-4�\ _6 Verify Operation i Existi Islan 0 1°11 Remove'4terior Windows t I1 ,- " II `\ � DRAWING TITLE: 4 Wall Dawn t-o 3 4 Height, ii Provide t Insta< New Raised 11 `\ I O IST FLOOR X _ Existing i Existin Q, Sink 11111 Countertop 9 42z A.F.F. w/ i \ A -� u' a- i KITC EN i�11 Concealed Bracken\for ;- FOYER W o I A Stool Seating----�- , I I 1 Ewsting Cabin is = 11111 1 `♦ 1 11 1 `♦ 1- JI- o- 6' uu 1 Remove g Counter cps t i i u \ II \ 011 Apphanc s z 1 wu Skylight i \ li 1 \ o i o 3 O \ e X /�'' �-----� l -- - w � _-_______ 30" locket oor 2'-8" 6'-I" 5" 10 loot 3'-O" 2'-2" 11 -- --- Column Engaged " JOB: 4'-q" 4" 10'-0" into Shingle Wall s -1 RENOVATION/ New Center on Door, ' ADDITION: Existin I = Center on Walk, r N CsREC.�ORY ..... ..... ................................Remove Existing..... ii i" .. � ----- Existing o REAR PORCH � � O Window I, O STAIR -0 ------, I (r Existing 11 �__ __ _____________=UP ED 1 (Bluestone) I FRONT PORCH '_ x 1 I Existing rn Raised Celli ngg ( lue) t I RESIDENCE 9 1 I 5 -10 I l -II Window (1) Sk li ht To emain 1 1355 BAY HOME ROAD Skylight SOUTHOLD, NEW YORK (Wood Flooring) eat __ __ 1 ExistingColumns w L i TOWN OF SOUTHOLD 1 t Screen Panels7 SUFFOLK COUNTY, NY Open to Above I ------_- SCTMS 1000-5L-05-34 i -- Li t ARCHITECT: Till, 10'-loot 6'-3" PREDERICK R. WEBER 41 EAST MAPLE ROAD --------------- /'� /'/ GREENLAWN, NY II'140 Existing 52 NOYAC PATH GREAT ROOM i 1 / / L o 1 , , WATER MILL, NY 1197E Ln In TEL 431 '154-5555 co--- -------------- ,/� Existing ,/� t fweberarchitecteyahoo.com ---- --- -------------------- � ------ � SCREEN PORC ' ♦ ' "`;' SEAL: �._________ (Bluestone) �\\ .... SQUARE FOOTAGE: � o \`♦ I FAMILY ROOM WING: 124 SF / a \ I Ln \\ I DINING ROOM ADDITION: 188 SF ' /� � 6- v \♦ � ADDED LIVING SPACE: 912 SFKan � 'i L �' \\ I DECK STOOP: 48 SF .� / X + / Lu X \ / \ I / \ I \ Expand SEPT 14. 2025 - -- ---- ---- ------------- SEPT II. 2025 L----------------------------------------------- SEPT 9. 2025 Existing Sliding Door Existing:Sliding Door Existing Sliding Door J \)V REV.: SEPT (, 2025 DATE: JUNE S. 2025 SCALE : 1/40 = I'-Ow Existing JOB NO: w202404 TERRACE '4 (Bluestone) A6 DRAWING NO. IST FLOOR PLAN- NORTH 1/411 _ 11_011 A3 OF A8 A A6 FREDERICK ROBERT WEBER �y o 1�0 leARCHITECT New Ridge �y ;a �e Overlay Roof W ————————————————————— ————————————————————— V 1 New I—Stori Roof z �o E f� (D Addition ————————————————————— --------------------- // I / I I I I ' I / I I 0 I I / I Remove Skylight i I I I I New I—Story Roof P'� I DRAWING TITLE: �y I 2ND FLOOR BEDROOM 2 BATH 2 r------ , (EXISTING) i Remove Skylight I JOB: Existing i i RENOVATION/ Porch Roof I I Existm ADDITION: `---------- Porch Roof GREGORY Existing RESIDENCE Skylight SHO .NEORKOUTLDW Y uP TOWN OF SOUTHOLD SUFFOLK COUNTY. NY Below Open to ------------------- SCTM9 1000-54-05-36 ARCHITECT: FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN. NY 11140 52 NOYAC PATH BALCONEY WATER MILL. NY 11914 Dn TEL L31 154-5555 Existing Screen PweberarchitectOgahoo.com Porch Roof SEAL: BEDROOM I ^r. BATH I � CDE CL. O Expand SEPT 14, 2025 REV.: DATE: JUNE 5, 2025 SCALE : 1/4" - I'-On NOTE: NO CHANGES TO 2ND FLOOR PLAN. JOB NO: w202404 A A6 DRAWING NO. 2ND FLOOR PLAN NORTH AF"� A4 OF A8 i FREDERICK ROBERT WEBER -------------- ----- --------------- PROPSED I-STORY ADDITION —� I E-- EXISTING HOUSE STRUCTURE > ARCHITECT i 12 `p 10H FI p i 12 ' Ex Ex rT, i F.J.. a. p I I \• 10 II I 12 I i i I I I z� 1 -1 II I 4 I II 1 10 II I II I 12 Ex I �� �\ i i Ex Ex Ex i i Ex Ex 12 I II 2 I/2 I I I I II V L 2 1%2 I _ II II lx6 Fascia Bd. - =----------- w/ Copper Gutter _ - ---- - - -- -- --- -- -- -- - -- ---- ---- -- --, 1,----------------------------- -- (To Match Existing) I I I 1 1 I I p 2x6 Outrlgg ers w/ Profile, 24� oc I D D IXIO Frieze Bd. (To Match Existing) I I I I I I I —Windows w x I PVC Casing (T .) I I Ex I I I I II Ex II Ex Ex I I I I I II \ II I I I I I II I I e ear. i ewa in es I I I I I , I (D to Matc xistin I I I II I ----------------- F---------- ---- -- -- -- -- - - -- -- -------------- II I I I ^ III New Brick :Veneer w/ Bluestone Cap U I on Foundation Wall Above Grade I I U I I I I I I I I I I-•1�•) I I I I I I I I II I I I I (To Match :Existing) I I I I I I I I II I I I I I I I I I I I I II I I I I I L----------- -----^----------------J L--—————— ------------J L—_----------------a I II I I I I -------------------------------- - -------------------� - -- --------------- � r` ' I I I I I I I I J J L__—J I I II I I J I " ----------- ---- ---------- -- -------L-L---------------------------------- _ JI V " I -- `--J L---T L__, DRAWING TITLE: WEST ELEVATION_ ELEVATIONS 1/4" = I'-O„ JOB: RENOVATION/ ---------------- --7— — ---------------- ADDITION: EXISTING HOUSE STRUCTURE > I < PROPSED I-STORY ADDITION CsREGORY RESIDENCE 1355 BAY HOME ROAD p 12 I SOUTHOLD. NEW YORK 10 I TOWN OF SOUT14OLD ��,' � `,� � SUFFOLK COUNTY. NY 12 I SCTK# 1000-56-05-34 10 I Ex ARCHITECT: f; I FREDERICK R. WEBER 41 EAST MAPLE ROAD p GREENLAWN. NY 11'140 1 II II I I 52 NOYAC PATH � � � I 12 WATER MILL. NY 119�L I II II I I I IO TEL 431 '154-5555 I II II I I �I II II I I fweberarchitectOgahoo.com Ex 12 Existing New Overhang New "Sweep' \ t 2 I/2 Overhang Ito Match Overhang to Align 12 SEAL: 1 2 1/2 I -- — ----- —— —— —— —— — �� ---- --- ---- ---- --- — __ -- - ---- -- - — �ct. n `4 -_- -------------- ----------- — ——— —— ——— — — ——- —————— —————-- j II II I I \ I II Ewsting \ I I I Screen ——I I I ® ®p I ® ® I I Porch I I I I I I I 2 I © © © I I I fl——————— I I I I I Expand 14, 2025 I I II I II I II I I I I e earl i ewa in es SEPT 9, 2025 I I to na-tc-F Ekistino) I Windows w/ 5/ x 4I REV.: SEPT I, 2025 II I II I II IPVC Casim -------- -- -- -- - ----- ----------------- -- -- ------------ DATE: JUKE S. 2025 -- - ---- - ------------------ LA SCALE : 114" - V—On I I I I I I i I I III I I : III I I New Brick Veneer w/ Bluestone Ca III JOB NO: w20240 U I E PROPSED I-STORY :DINING ADDITION I LJ I I on Foundation Wall Above Grade p 1. I U I I I I II I II I I I l i I I I I I I I I I I II I II I I I l i I I I I I I (To Match Existing) I I DRAWING NO. I I I I II I II I I I I ----------------J L--——————— —=--—————--J L--------------- _J I --- -- ------ -------- ------------------ -------- -- --- I I I I I I I I I FL I I � —Ll �,�-------------- -- — --------- ---—--—————————————— r�— ----------------- ----mil —I I II I II �—J I I L_� L__j L_-1 L_.-I I I I I I II I I I L————————————_�— ---- —'�— — J-J- -——————— ——— ——————————————— —— ———— ———————————— --- ---� — A5 EAST ELEVATION OF AS I i FREDERICK Existing Brick ROBERT Chimney WEBER ENERGY CODE: COMPONENT COMPONENT REQUIRED PROVIDED ARCHITECT GLASS: U .32 U .29 SHGC .40 SHGC .21 CEILING/ROOF: R 49 R 49 12 Existing Wood (If Joists Lack Depth) R 30 R 30 10 Roof Shingles FRAME WALL: R20 R21 ' FLOOR: R 19 R 19 r � W WINDOWS: ANDERSEN "A" SERIES LOW E4, Simulated Divided Light WALLS, CEILING/ROOF: CLOSED CELL SPRAY FOAM. RI/Inch FLOORS: 6" "Roxul" BOX SILL: 3" CLOSED CELL SPRAY FOAM, Rl/Inch + -------T---------•---- 12 I - -- ----F----,,+----- I x I III NI I 10 I TI I I I I I L T I I I I I l y I I I100. I 12 ' e er wn ressure I 2 1/2 ' - -____= 7777 / Roof sDULL \ L Existing Wood - - -- ---------- -- -- - _ ------------------- - Roof Shingles Existing Ix6 Fascia Bd. New Tapersawn (Pressure W w/ Copper Gutters Treated) Red Cedar p ___ - Roof Shingles, 6/8 Butt I I I I I New Ix6 Fascia Bd. " 12 to Align t Copper Ventgrid Under I I i Gutters to Match Roof Shingles 10 I I I I � Existing Trimmed Porch I Full Adhered I I I i I Header to Ali9n w/ I Undyerlayment I I I I I New Frieze Bd. I I I I I I I I 5/8" Plywd. Roof Sheathing in ows w x I i 2x8 R.R., 16"oc p PVC Casing (T J D I ExistingPorch t Rail I I I i I l" Closed Cell I I I e ear i ewa Shingles I I Spray Foam (R49) Self-Adhered Polgmer I I I Ilatch Existing) =-___ I Ice t Water Shield Modified Bitumen Sheet I I LIU:- Roof Perimeter "Extendin 24 Be and Inside y"Sweep" Blocking Face of xterior Wall =6 i5 -- into Top of Blocking, Lap xBlocking, Cut Sweep ::>:>>>.>' ': :.:::. I I I I I 2x8 Rafter 1'-4" Min. ""`` :``:':`".. Hurricane St ps on All Roof Rafters III I I III New Rail t Lattice I I New Brick Veneer w/ Bluestone Cap I Existing Lattice III 2x10 C.J., 16"oc u I I I u I to Match Existing I I on Foundation Wall Above Grade I I I u I I I I I I I I I I I I I I I I I I I I I I I 2x12 Blocking I I I I I I I I I I I I I/2 Round Copper Gutter I I I I I L—====-------=J L—————-----------------------------------------------J --------------J I Ix6 PVC Fascia Bd. -- --- - ---------- ---------------------- ------ J.� Ix6 PVC TtG Soffit 4" 2'-9" �I'-8" 28'-011 2x6 Blocking, 24" oc 5/4x10 PVC Frieze Bd. NORTH ELEVATION DRAWING TITLE: 5 1/2" SECTIONS Existing F EXISTING HOUSE STRUCTURE —� < PROPSED I-STORY ADDITION Roof Rafters 12 12 i JOB: 10 10 I RENOVATION/ ADDITION: Existing CsREGORY Roof Sweep i RESIDENCE " " New Tapersawn (Pressure Existing 3/�,4 2-2 �r4� i Treated) Red Cedar IS55 BAY HOME ROAD SOU HOLD, NEW YORK 2x8 F.J. 16"oc 2x10 Ridgge, Roof Shingles. 5/8 Butt Strap Rafters "Ventgrid" Under Red Cedar Shingles TOWN OF SOUTHOLD over Ridge Roof Shingles 2" Closed Cell Spray SUFFOLK COUNTY, NY Foam (R14) t 3 1/2" "HydroGap" Self- Foam SCTM# 1000-56-05-36 '- Full Adhered Unfaced F.G. Batts (RI3) Adhered Housewrap Outriggers,Existing 24"oc Undyerlayment 5/8" PI wood Sheathing ARCHITECT: Copper Gutter 12 5/8 Plywd. Roof Sheathing 2x6 Studs, 16" oc 9 9 5/8" Gypsum Bd. IN,' i 10 2x8 R.R., 16"oc FREDERICK R. WEBER I N Wood Shingle 12 12 l" Closed Cell 9 1/2" TJI 230, 16"oc ExistingExisting Existing tr " " 41 EAST MAPLE ROAD g g i Roof Spray Foam 1R49) 3/4 PI wd. Subfloor New 3 Closed ' 2 -1/2 21/2 .. y Cell Insulation GREENLAWN, NY 11'140 Ice t Water Meld BEDROOM I BALCONEY BEDROOM 2 `'`' {" I'-4" R Perimeter S er 9 "Box' Sill 52 NOYAC PATH 00 verlap Hurricane Straps on WATER MILL, NY 11914 Existing Ov lay Ov lay E:_ '` 2x8 C.T., 16"oc _ I'-8" All Roof Rafters 2x10 SIII �', (Pressure Treated) 2x8 F.J. 16' c Open to Below Existin : > Roo Roo Raised Ceiling- GWB :o �`' R.R. t C.J. - ---2 1d C Jng- G Copper Termite Shield/Sill Seal TEL 01 154-5555 --- -`--- --- --- --- --- - x = PVC pF aU Bd 6" "R I" In III fweberarchitect9gahoo.com Eave : Existing New --a Ix6 Fascia All Floors fora( 0 ;:Io Bluestone Cap (Match Existing) Girder I I U r GWg (2) 2x10 Hdr. 7Crown Moulding Ix6 PVC TtG Soffit Flame Spread t 5/8" x 16" Anchor Bolts, 32"oc 8" 4" 9'-8" 8� 3'-l0" l'=6" 3'- 5" 9'-8" 4" 9'-6" pp7 , : , w/ Concealed " 5/4x10 PVC Frieze Bd. Insulation (Rl9) ,, w/ Square TxT Washer SEAL: Cab nets Clothes Upper Il =0 Uplight 6 Pole Cabinet " 1/2 Round Copper Gutter = Bearing Wall w/ 2x6 Blocking, 24" oc I =i Brick Ledge, 2 I 5 -Off2 10 I/2 Plywood on New � I Brick Veneer I I 25'-3" 5" — IT-0 (1) 5 de for Shear M Walls (TypicaU: 8"I wl Weep Holes New FAMILY ROOM p Existing Existing ;— 6" "Roxul" i Red Cedar Shingles I I LAUNDRY (Oak Flooring) ao g GREAT ROOM New New Sound Proofing g " " I I Existing KITCHEN Existing Isla New Lower (Tile) W/D HgdroGap Self- I I I Cabinet Cabinet Adhered p ousewrap I I Existing Ilk New Tile Existing Cabinet 9 1/2" TJI 230, 16"oc ;r " I - Flooring g " 5/8 Plywood Sheathing I I 2x8 F.J. 16 oc Top of Existing Ist Floor El +10.9 2x10 F.J. 16 oc 3/4 Plywd. Subfloor 2x6 Studs, 16" oc I 2" Closed Cell Spray I Existing Existing (2) _� Existing Existing (2) Existin : (4) 9 1/2" LVL V "Roxul" Insul. (3) 9 I/2" LVL p Foam I 12" P. Conc. Found. Wall 2x8 Girder 4x6 Girder 2x8 Girder I All Floors for New New 3" Closed i UnfaN ed F.G. Batts (R13) I w/ (2) #5 Bars (Top) t = CRAWL SPACE Steel CRAWL SPACE :P. Conc. Pier Cell Insulation SI 4 ' 5/8 Gypsum Bd. I tt4 Bars 3 Bar Vert./Horiz. Expand SEPT 14, 2025 _ I Flame Spread i CRAWLS AC "Box" Sill `�' i Pipe Col. 6' _ Insulation (R19) .Pipe Col. _ Insulation (R19) = I� II �^ 9'-6" 8" T-O" 5'-4" 3'-1" 9'-3" 8" 8'-10" ; 10'=0" 110' Sill (TypicaU: II SEPT 9, 2025 Existing p Existing '- New 2" `� I iv 2x10 Sill R, (Pressure Treated) New 2" II 44 Bars 32"oc Between REV.: SEPT I, 2025 Existing Chimne i P. Conc. Slab I P. Conc. Slab II - Brick Ledge, Copper Termite Shield/Sill Seal P. Conc. Slab o II o Footingt Found. Wall P. Conc. Slab BASEMENT 9 �, I •I• Brick Veneer Bluestone Cap (To Match Existing) DATE: JUNE S. 2025 Existing L__ 22"xl0" P. Conc. Footing = I I I 10 w Weep es 5/8" x 16" Anchor Bolts, 32"oc L___JJ L____J w/ Square 2"x2" Washer _� 9 SCALE : I/4" I'-ON P. Conc. Slab _ __ and _______________ ___ __ 0 0 0 (3) #S Bars Foundation (TypicaU: JOB NO: w202401, 12" P. Conc. Found. Wall w/ (2) 45 Bars (Top) t DRAWING NO. 8" 24'-8" 8" 9'-8" 10'-01, 16'-0" It4 Bars 32"oc Vert./Horiz. 44 Bars 32"oc Between Footing t Found. Wall SECTION w/ 2" " P. Conc. Footingw/ 2" Keyway and WALL SECTION (3) t#5 Bars (Cont.) A6 OF A8 I i F 1 N 1 S H S C H E D U L E SPACE FLOOR BASE CHAIR CROWN WALLS CEILING HGT. REMARKS FREDERICK c uros . 0 � � � � � � � � to ROBERT J>7 Q 4 0 u �- 3 �o c 2 a a � _ a s WEBER 0 0 m W m ao �, oIn Q to _V 0 F- In 's W m � --� -'-� rn y .V I a iz-i ti W w Z UJ X �- --� O l7 i+- o u rn ,o W } }- x rn m U O d c Z W oaC U °� ID F -" CO _ W UJ y p N a U D W M Z Z n W x W �U z U z 'a ty Z 0 U � w Lu Q z W z N � W W o a Z U ARCHITECT 4 O J o :u H U 0 ZZ U z 4- r- z Q ¢ °; o �, F- 2 z0 x LU p O 1- I- — ra U l� cL > x H F- 0 N U l7 _ > z HALL LAUNDRY ROOM ® 8 ® 8 ® ® FAMILY ROOM ® ® ® ® 8 0 Varies BEACH BATH 01 1 ® 1 01,01 1 ID Joe 0 PANTRY ® ® ® KITCHEN ® Q 8 ® 8 DINING ROOM ® © 8 ® ® ® 8'-0" 0 r � FOYER O O O 00 LL- POWDER ROOM O 1 O 1 1 1 10 010 8'-0" h" I GREAT ROOM 0 0 O 00 Vanes I---� FRONT PORCH 0 0 0 0 Vanes SCREEN PORCH 01 O 1 0 01 1 Vanes w REAR PORCH O 10 1 O 01 Vanes DECK STOOP ® O 0 0- MAIN STAIR O 1 1 1 BASEMENT STAIR O 1 Q[ UPPER HALL/ BALCONEY O 0 O 00 O O BEDROOM O O O 1 0101 O A BATH I 0 0 0 00 O O BEDROOM 2 O O 0 00 0 Q BATH 2 O 0 O 00 1 10 01 1W N F- BASEMENT/CRAWL SPACE O 0 O O 10 m ® NEW FINISH OR REPLACED FINISH O EXISTING FINISH TO REMAIN (Protect During Construction) DRAWING TITLE: FINISH SCHEDULE TRIM 00 r\- JOB: RENOVATION/ ADDITION: GREGORY CAP CAP CAP CAP RESIDENCE 3 1/2" CROWN MOULDING MOULDING MOULDING MOULDING 5 BAY ,NEW ROAD RK 4 1/2" CROWN FULL SIZEr% TOWN SUW OOK COUNTY. 5" CROWN FULL SIZE 2 1/8" 3/4" NY SCTM 1000-SL-OS-3L COVE COVE COVE COVE ARCHITECT: FULL SIZE FREDERICK R. WEBER BASE CAP � 41 EAST MAPLE ROAD c� GREENLAWN. NY 11140 3 I/8 BAND Ix6 HORIZ. Ix6 TI[G _ 52 NOYAC PATH GWB WAINSCOTING Gwg SHIPLAP 5/8 V-GROOVE WATER MILL. NY 119'IL W/ NICKEL WB VERTICAL JOINT BD. (OPTION W/ BEAD) TEL 431 154-5555 3 1/2 Pweberarchitectagahoo.com 1 FACE OF STILES t WALL > RAILS SEAL: _ M GYP. BD. BASE CAP _BACK �r BAND "1/ iv 4 1/4" VENEER ` a :r. 3 I/2" PLYWOOD N 3/4' PANEL N, 4" SQUARE EDG WINDOW - WINDOW/DOOR MOLDING TO '�' BASE UNDER HEAD CASING — '�"Y P. MATCH DOOR CLOSET SHELVES, PROFILE CABINETS, ETC. Half Full Size Half Full Size SEPT 14. 2025 1 REV.: SEPT 9. 2025 DATE: JUNE 5. 2025 Ix6 Ix6 5/4x6 5/4x6 BASE BASE BASE BASE M SCALE : AS NOTED SHOE JOB NO: w202406 _ v- MOULD Note: m DRAWING NO. Where Window Sills Occur Directlg M SHOE SHOE SHOE SHOE Above Countertops, I/2" I/8" I/8" I/ = m Eliminate axing and — Extend Backsplash to I/4" WIDTH AS REQUIRED l/4" Underside of Sill iv " [1) r r , A7 WINDOW SILL— WINDOW 13/4't CASING HORIZ. VERTICAL �„ �� E �.�. �{" BASE (T Ical) ELEVATION SILL �`--� MULTIPLE UNITS PANELING WAINSCOTING BOARDS B0ARDS 3/4 S yplcal) �p of AS " Half Full Size Half Full Size Half Full Size Half Full Size Half Full Size Half Full Size FULL SIZE FULL SIZE i SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE a EACH RAFTER FREDERICK Joint Description ROBERT ICE SHIELD UNDERLAYMENT P Nail Sizes Nail Spacing REQUIRED - 24" FROM EDGE ROOF FRAMING WEBER CD HURRICANE CLIP Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter TYPICAL. Ceiling Joist to Top Plate (Toe-nailed) 3 - 8d per joist ARCHITECT Ceiling Joist to Parallel Rafter(Face-nailed) 3 - 16d each lap ALTERNATE POSITION OF Ceiling Joist Laps over Partitions (Face-nailed) 4- 16d each lap HURRICANE CLIP USE Collar Tie to Rafter(Face-nailed) 2 - 8d per tie SIMP50N H3 Blockingto Rafter Toe-nailed ( ) 2 - 8d each end Rim Board to Rafter(End-nailed) 2 - 16d each end WALL FRAMING Top Plate to Top Plate (Face-nailed) 2 - 16d ' per foot W Top Plates at Intersections (Face-nailed) 4- 16d joints-each side SIMPSON H2 HURRICANE Stud to Stud Face-nailed CLIP NAILED. FROM PROVIDE 8d COMMON 99 ALLT31 METAL STRAP Header to Header Face-nailed 2 - d c. a o.c. RAFTER TO STUD. - NAILS 9 4" O.C. AT ALL JACK POSTS ( ) 16d 16" o.c. along edges w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud 5 - 8d NAILS EACH END SHEATHING. 2 - 16d per 2x6 stud SHEATHING TO LAP TOP WALL PLATES 2 - 16d per 2x8 stud W APA RATED PLYWOOD TO Bottom Plate to Floor Joist,Ban d joist,End joist or Blocking (Face-nailed) 2 - 16d ''Z per foot EXTEND TO TOP OF TOP PLATE. 4 - 8d NAILS FLOOR FRAMING TYPICAL MST31 METAL STRAP Joist to Sill , Top Plate or Girder(Toe-nailed) 4- 8d per joist a JACK POST MST21 a STUDS Bridging to Joist (Toe-nailed) 2 - 8d each end w/ 4 - 8d NAILS a48" O.C. Blocking to Joist (Toe-nailed) 2 - 8d each end W EACH END - TYP. SIMPSON MST21 Blocking to Sill or Top Plate ( Toe-nailed) 3- 16d each block 1 1/2" WIDE - 12 GAGE Ledger Strip to Beam (Face-nailed) 3 - 16d each joist METAL STRAP 932" OC. Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist MAXIMUM. Band Joist to Joist End-nailed FLOOR JOIST Band Joist to Sill or TopPlate Toe-nailed 3 - 16d per joist P ( ) 2 - 16d per foot DOUBLE TDP PLYWOOD SHEATHING ROOF SHEATHING Li PLATE TO OVER LAP BOX HEADER 2 x 6 916" O.C. BEAM - TOP + BOTTOM. Structural Panels 8d 4" o.c. perimeter zone STUDS SIMPSON MTSA 18-Z W/ other 6" o.c. edges of (0 8d NAILS TOP t panel , 12" o.c. interior O BOTTOM a 32" D.C. Diagonal Board Sheathing of panel 1" x 6" or 1" x 8" 2 - 8d per support 1" x 10" or wider 3 - 8d per support SECTION ELEVATION CEILING SHEATHING W Gypsum Wallboard 5d 7" edge /10" field �SIMPSON MTSA IS-Z W/ WALL SHEATHING (6) 8d NAILS TOP BOTTOM ° 32" O.C. = Structural Panels 8d (see table 3.9) v SIMPSON LTP4-Z W/ SIMPSON LTP4-Z W/ Fiberboard Panels (6) 8d NAILS TOPE (6) 8d NAILS TOP i 7 /16" 6d 3" edge /6" field BOTTOM s 32" O.C. = FLOOR JOIST BOTTOM a 32" D.C. 25 /32" 8d 3" edge /6" field .: A. NAIL SHEATHING TO SILL PLATE = TOP OF FOUNDATION ND TIO- N a - 8d NAIL O.C. - - =S 4 Gypsum Wallboard 5d » 7 DRAWING TITLE. (SHEATHING TO LAP SILL PLATE) •.. ... . .... .: . .. . . . .. _ . .• ,, ..... : .... .- .: ...... . . .:'.:. ':. ' :•.:f'•...- .,. • . edge /10 2 tt5 REBAR YP ed field Hardboard a 8d see table 3.9 ( Particleboard i eboa d Panels 8(2) 2x d ILL PLATE see table 3.9 S S ( ) COPPER TERMITE ITE S HIEL D - •� •,•� Diagonal Board Sheathing Q TREATED. CODE D ETAIL S w/ SILL SEAL (T P.) r•. » » » » � 'J• r• 1 x6 or x8 2 - 8d r _ P e support N » PP q » x A W 5/8 16 3 2 OC 1 10 r r SEE FOUNDATION OW N x o wide 8d per support S N G. „ N P PP •. .. w/ 2 x2 x /16 ER. '_.��; FDESIGN/REINFORCING 3 WASH OR •;•• AL DIPPED(HOT H G V OR FLOOR SHEATHING . .. . TAIN SSSTEEL) ...•,. .. .... ,. LE . .•ISOLATE WASHER FROM Structural Panels e s SILL PL W/ FELT STRIP 1" or less 8d 6" edge /12" field greater than 1" 10d 6" edge /6" field HOLD DOWN + S H EAR CONNECTION CRITICAL PATH Diagonal Board Sheathing JOB: 1" x 6" or 1" x 8" 2 - 8d per support RENovATIONi ADDITION: 1" x 10" or wider 3 - 8d per support O Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed RESIDENCE I-STORY ADDITION 3" on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall 1355 BAY HOME ROAD • . . . • . . . . . . . . . . . . . be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. SOUTHOLD. NEW YORK • • • 2When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to TOWN OF SOUTHOLD `°"�°°': : ; be reduced to 1 - 16d nail per foot. SUFFOLK COUNTY. NY ----- '�=-------- -=--- -•--------I I SCTM# 1000-54-05-34 r�k • • • • . t ARCHITECT: o t Emtngsad `�� � ••• ,$P 1 I Parch Rod 1-STORY ADDITION �bti•� ; P" `" °°�' FREDERICK R. WEBER m AST MAPLE ROAD . . . . . . . . . . . . . . . . . . ,. . . . . . . . . .; GREENLAWN. NY 11'140 . . . . . . . . . . . h . . . . . . . . . DESIGN CRITERIA: 52 NOYAC PATH . . . . . . . . . . � . . . . . . . . . . . .I WATER MILL, NY 119'16 • • • S. • ..$ , • . • . .1.'. . .'.'.'.'.'.'.'. . ; �R GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 431 '154-5555 •'•'•'•'•'•'•', • ' ' • •'•'•'•'•' •'•;•'•'•'•'•'•','•'•' ' ' '; m ,�� 1 1/4" x 20 GA. GALV. STRAP 1 1/4" x 20 GA. GALV. STRAP FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" fweberarchitectayahoo.com '� LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY • • • • • I w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN . . . . . . . . . . . . . ', . i EACH END 910 O.C. EACH END a16" O.C. BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT SEAL: F • . • • . • • • • . • .' WIND SPEED - 130MPH . •.•...• •I '.'.'.'.'.'.'.'.'.'.'.' �. . . . . . . . . . . . : 1 1/4" x 20 GA. GALV. STRAP • •.•r.•. L .Nw Rdpe. EmtNp Rdp• 1 1/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES ..'.'.'.'.'.' ' ' ' ' ' ' ' ' Emup 1-stag Rod € w/ 5-8d COMMON NAILS TO - " . • • • • • • • • • _ Nd I_8t&9 Rom • • � FDN. alb" O.C. w/ 5-8d COMMON NAILS IN i. . . . . . . . . . i EACH END alb" O.C.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. JJ .".'.'.'.' ' ' ' .'.'.'.' ' ' '; ' ' ' ' '.'.'.'.'.'.'.' 1r ?� DESIGN `.CRITERIA: • • '�� ? ' ' ` ' ' ` ' ' DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME . . . . . . . . . . . . . . . CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. Expand SEPT 12 2025 2 -0 MAX. }}` WINDOWS - GLAZED OPENING REV.: Path Rod <dl �A-:4y,.. 2'-D" MAX. 2 - d COMMON DATE: JUNE S. 2025 NAIL TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE SCALE AS NOTED PLATE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT ROOF FLAN RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS JOB NO: w20240G .,. OF 1/I6" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING PROTECTION. ATTACHMENTS SHALL BE 2 1/2" 48 WOOD SCREWS, 16" OC DRAWING NO. FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8' PROVIDE 8d NAILS � 4" O.C. AT ALL NEW ROOFS- AREAS OF HIGH PRESSURE ZONES. COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUN__DATION CANTILEVER OVER FIRST FLOOR A8 OF A8 A A6 (2) 1 1/2" LVL (2) 1 1/2" LVL II ii �.V ii II k/ II II ' II o v FREDERICK 1w II II`� II `� �r, RaBERT WEBER N I II �,P\ II ai (2) 3AO Hdr. II !o \0 I --Tz r I II ds �,5, Iy III ��; II I I 'ham.A I I 00 N I \ I x I I \1• '+ Q I0 C ., d2x10 u, a ARCHITECT • I I `� I M � I Ii�\ I I � 2x811 R.R., I6"oc "' __ I __(2)-2XI0 Ridge T_ III 2x8 R.R., I6"oc11 / t� oil IN, U O u 00 OI II 11 Studj1(Typ.) Uii ,' U cis` ° ci ��ii U U CIA cv II lryo��Q cv Ik: _ _•_'_. = ===-j11 ds�`,yo cv II .li- � _" 11 \'�' ay .•''.ai''•a' l2) �x10 I�'dr:.r',. :: ••.. 11 9oJ.c� n x 04erla II ` II Rdor i II II I O II' ...• •..•• .. II . t 11 I I �7 ,� !! ( l 1/2" L!'VL 1/2"I Plywd.-yN 2 1/, LV r17W CIA 2x8 R.R., 16" V occ� �, 2x8 R.R 16" oc 1 r l 2x8 C.J , IiV o (2 N O x N J00 A I � N ( ) 1 1/2" LVL Hdr. (2) II 1/8" LVL Hdr. rT72.."-"t , r. \`� `• ? Overlay I yr U �II Roof I QZ,•.' ii Nn `�\ tlC '•• �' I ,y+D.••`•��``• OC � NII � � �.��•' AC ° ,'aa, p� u 'ri o \'L� �¢e I 2z8 C.J.,IL"a 00 `' +' '' /•' 11 x• / I I W W I i.' II �• y II -� �.`� \ i_ __ __ _e_.f�fiIg�. :_'._i_i.._• _ —---—- —__ I I _o - ----- i`�° (2) I I1—x 6 ----- Exis Neu4Nx4Yx3y8" II r fail 2xIO Ridge St (T yp�.)St el Column ExistingR.R. t C.J. Exl tin Gi er 2x8 R.R.1114" cc -- r -----—° — — UO ODI U u xlIU Z� I T`J9 d \ i �,x IIIIIIIIIIII DRAWING TITLE: y , O . X sXR I I I N Gi SinkN II II 19 o�`� 2ND FRAMING II ii CIA ��9o?�L lyQ (IST FLOOR) M II y 11 \ 01 Z - -, (3) 1 1/2" LVL Hdr. (2) l 1/2" LVL ------------ i t I ------------ I JOB: RENOVATION/ ADDITION: ..... ..... ............................................................. iri....... i GREGORY III r------ _______ RESIDENCE III ------- —, I •. .... ...••••. I Raised Cedingg (lemain lue) t I I I I (I) $k II ht To I 1355 BAY HOME ROAD 9 9SOUTHOLD, NEW YORK (Wood Flooring) TOWN OF SOUTHOLD SUFFOLK COUNTY. NY SCTMu 1000-5L-05-3L FRAMING NOTES; ARCHITECT: I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER FREDERICK R. WEBER I � I ,'/ ,'� I 2. ALL SHEATHING TO BE APA RATED. EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 41 EAST MAPLE ROAD L______________ ___J , , I GREENLAWN, NY 11140 -°x I 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 52 NOYAC PATH 4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T-O" AND OVER WITH TRIPLE UPRIGHTS. WATER MILL, NY 11916 ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 0 WALL OR AS SHOWN ON DRAWINGS. S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8 8'-0" O.C. TEL 431 154-5555 ----------- --------------------------- i i PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. Fweberarchitecteyahoo.com -------------------------------------- --- ,' ,' I 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. ------ ' 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. SEAL: 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. n" 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RELIEVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND 6D 9 12" O.C. INTERMEDIATE. { 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" ILL `� I OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, ' x ` GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS N . I .\ I SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR _.•." i . I PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. �,' 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS a 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. I Expand SEPT 14, 2025 ---- ---- ---- ------------- 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. L--------- • ----- SEPT 9. 2025 REV.: JUNE 25. 2025 DATE: JUNE 5, 2025 SCALE : 1/4" = I'—Ow JOB NO: w20240L A ROOF FRAMING PROVIDE 'SIMPSON" PHDS-Z HOLD-DOWN FROM STUD WALL/WALL PL. (Bluestone) A6 TO FOUNDATION WALL (ADAPT ANCHOR BOLT FOR ANGLED CONNECTION) DRAWING NO. ( IST FLOOR) NORTH 0 PROVIDE I/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL 1/4it _ I,_O., S1 OF 51 i ELECTRICAL MOTES : I- RECEPTACLES t SWITCHES TO BE "DECORA" (LEVITON), WHITE. FREDERICK 2- DIMMERS TO BE "DIVA" (Slide Control), WHITE, ROBERT LA 3- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. WEBER 4& 4- ELECTRICIAN SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE AND CO DETECTORS AS SHOWN OR REQUIRED BY CODE (MINIMUM). 5- HOME TECHNOLOGY CONTRACTOR SHALL INSTALL AND WIRE ALL TV OUTLETS, COMPUTER (CAT 4). WIN NETWORK, I I SPEAKER SYSTEMS, CAMERAS AND SECURITY SYSTEM AS REQUESTED BY OWNER. (NOT IN CONTRACT) ARCHITECT I 6- ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE. Fan or I 7- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIPMENT. Light I ELECTRICAL FIXTURES : .. .... .......... .................. ........................ I I OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): I I I- CHANDELIER (DINING) I I 2- ALL DECORATIVE INTERIOR it EXTERIOR FIXTURES W .•''• Smoke o '' _____, 3- PATH AND POST LIGHTS (120V, Line Voltage) •• L--------- 4& Hose ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: Bib I- ALL PORCELAIN FIXTURES 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO"). 4" HOUSING t TRIM (White) TV 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS. 4- UNDERCABINET KITCHEN FIXTURES (LED STRIP). W ° ELECTRICAL SYMBOLS -49 Smoke. APPLIANCES : -- GFI a elocated __ coO OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION t ALL UTILITY CONNECTIONS BY CONTRACTOR SYMBOL DESCRIPTION AC 4I FW D I-- WASHER: FRONT LOAD 4D DUPLEX RECEPTACLE T ^ 22- DRYER: ELECTRIC (DRYER W.P. DUP.REC.-WATERPROOF I v elocated L U M B I I�l G NOTES :T E S : OCAN DUP.REC.-GROUND FAULT w AC #2 ................... ....... ® DUP.REC.-FLOOR I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. DUP.REC.-ll)SWITCH OPER. 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. 3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. SPECIAL OUTLET Hose Bidet C/ 4- ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT-OFF VALVES IN CRAWL SPACE. 0 5- ALL SINKS ARE TO BE UNDERMOUNT ---------- Bib O SURFACE MTD.-CLG. - Op SURFACE MTO.-CLG. (Porcelain) GFI OE—— D s — RECESSED-CLG. —d FO WALL MOUNTED O CC DUP. FLOOD Ex 04 RECESSED DIRECTIONAL rl Ex Ex CLOSET LIGHT W 4& s� SHOWER LIGHT (Wet Location) Existing El ctrica UNDERCAB. FIXTURE to Remain Existing ® ® DOORBELL/CHIME i----- Refrig. Chandeli QF EXHAUST FAN ----- ------ --- E-xrstmg--- ---- -- + PADDLE FAN Ex Pend Ex I i I ' I PADDLE FAN / LIGHT To E fisting DRAWING TITLE: Existing Electrical ; Switch ' I to Remain � Modify Existing Electrical Sink I ATTIC FAN ELECTRICAL as Required I t - E Ex ; sP SPEAKER IST FLOOR Ex 0 TELEPHONE N �` To Existing a O CABLE VISION �'� SwitchwP © COMPUTER (Cable t Phone) ------------ ' i LIGHT W/ HEAT/FAN/NIGHT LIGHT ------------ Ex I THERMOSTAT JOB: I FAN/LIGHT RE OIOATION/ ..... ..... ............................................................. ....... ----- i O SMOKE DETECTOR CsRECsORY r----- RESIDENCE _ I I I Oco CARBON MONOXIDE DETECTOR i I .. ... ........ I Raised Ceilingg ( lue) t I $ SWITCH 1355 BAY HOME ROAD I I (I) Skylight To emain I SOUTHOLD. NEW YORK (Wood Flooring) SWITCH 3—WAY TOWN OF SOUTHOLD I I I SWITCH 4-WAY SUFFOLK COUNTY. NY I I I 4 I I SCTM 1000-5L-OS-3L I I ------------- D SWITCH W/ DIMMER I I I $ w SWITCH WATERPROOF ARCHITECT: I I Existing Electrical I JS JAMB SWITCH FREDERICK R. WEBER I I to Remain I I K® KEY PAD 41 EAST MAPLE ROAD L--------------------J i GREENLAWN. NY 11140 EX EXISTING 52 NOYAC PATH WATER MILL, NY 1191L I I I I I I TEL 431 154-5555 fweberarchitecteyahoo.com-------------------------------------- I I Existing Electrical to Remain SEAL: \` I I I I ——— Expand SEPT 12. 2025 SEPT 9. 2025 REV.: SEPT I. 2025 DATE: JUNE 5. 2025 SCALE : 1/4" = I'—Ow JOB NO: w202404 (Bluestone) ELECTRICAL DRAWING NO. IST FLOOR NORTH 1/4" _ 1.-0itEl OF El