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Home My WebLink About52008-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52008 Date: 06/17/2025 Permission is hereby granted to: Kaplan 2021 Family Trt 330 Stonytown Rd Manhasset, NY 11030 To: Construct additions and alterations to an existing single-family dwelling with HVAC and outdoor showeras applied for per SCHD,Trustees and DEC approvals. Floodplain Development Permit Application is required. Premises Located at: 2225 Calves Neck Rd, Southold, NY 11971 SCTM#70.-4-45.3 Pursuant to application dated 04/25/2025 and approved by the Building Inspector. To expire on 06/17/2027. Contractors: Required Inspections: Fees: DEMOLITION $92.00 Single Family Dwelling- Addition &Alteration $1,377.00 CO Single Family Dwelling-Addition /Alteration $100.00 Flood Permit $150.00 Total $1,719.00 _J& - Building Inspector TOWN OF SO 7THOLD—BUILDING DEPARTMENT p Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 htt s: W .soutl1oldto all ov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 1V/ rr,, PERMIT N0. V �� C) Building Inspector 0 C' V3, Applications and forms must be filled out in their entirety.incomplete n applications will not be accepted. Where the Applicant is not the owner,an told Owner's Authorization form(Page 2)shall be completed. so o Date:April 20, 2025 OWNER(S)OF PROPERTY: Name:2021 Kaplan Family Trust SCTM#1000-70-04-45.3 Project Address:2225 Calves Neck Road, Southold, NY 11971 Phone#: (516) 972-8490 Email:stonytown@aol.com Mailing Address:330 Stonytown Road, Manhasset, NY 11030 CONTACT PERSON: Name: Vincent Benic, Architect Mailing Address: PO Box 92, Southold, NY 11971 Phone#: (917) 414-1925 Email:vince@vbarch.com DESIGN PROFESSIONAL INFORMATION: Name:Vincent Benic Architect LLC Mailing Address: PO Box 92, Southold, NY 11971 Phone#: (917) 414-1925 Email:vince@vbarch.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure MAddition WAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 1,200,000.00 Will the lot be re-graded? []Yes @No Will excess fill be removed from premises? @Yes ❑No i PROPERTY INFORMATION I Existing use of property: Single family residence 1 Intended use of property: Single family residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? ❑Yes iNo IF YES, PROVIDE A COPY. @ Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and stone water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold Suffolk,County,New York and other applicable Laws,ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demordlon as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable as a figs A misdemeanor pursuant to Section 210A5 of the New York State Penal law. Application Submitted By(print name): Denise Blesi-Kaplan, Trustee ❑Authorized Agent @Owner Signature of Applicant: Date: -4# 2-5 STATE OF fdf'dV YeRIEj SS: COUNTY OF SARASOTA ) Denise Blesi-Kaplan being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, Trustee (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 Z� Notary Public PROPERTY OWNER AUTHOLIZ-ATION (Where the applicant is not the owner) �� ` '"rrr,�h� r ' `Y6. ' I residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 WATERPLS EMPLI17M N TNi PISTALAATION ARID MMiTVWQ&OF ER45Kyl OO/RR0.I�iASC1659ULA CONFORM TOTY!NLwTO K CIACCLINEWOI um"W AI{D'. wwgr DDNIIIO- 1Z ALL ML MI.I.BFLALL BE EEIBCT 31MLL.AR MATEFIPL ONFACTED TO NK MAXMN DENSITYAT TF£OPIIYLAI IADETURE OCNTENf AB PETERI BY VNWATm PRDC'MTEBT. 1aALL CWFA CN TFEATWEM UMT 8FW-L HAVE AFRWYAD LACKM OCVFAB Ff9W DE r YEM PPE FROM THE OWS TO THE A WME.FAMILY DWELLLKO AMOCOMIM TO TI E NIACTEPPE~WD 6YWM NRNW TH!HWWL PIPE WALL MWEA PMTM MOP!FIRM T1!Will TO TIR NOL1!!O ANY LOOM 1 1 WILLe"m TOAAMO TF!TWATAlYT INtf. Lll WARM"-All awf Gahmmo L FRINRIUNI TOR AOOIryp►YL PPPM671PN I01— w w SANITARY SYSTEM DESIGN Lu m 5 � D OO < o YD# OACTI N N U o r LEACHING: eD r 28 G [5] 8; DIA x 4; DEEP LEACHING POOLS (CLUSTER) w x [2] 8 DIA x 4 DEEP EXPANSION POOLS = o OL LLI ilL 0 i +Q KAPLAN SANITARY 2225 CALVES NECK ROAD SOUTHOLD, NY SCTM# 1000-70445.3 AREA FOR HEALTH DEPARTMENT APPROVAL STAMP Q z MM t 3 "� .,= DRAWN BY:JF IJP �- JULY 18.2021 2 >. fIIIL a a " B Ik SCALE:AS NOTED B...k cfj tl..k k SHEET NO, LL LI In B, �r > I —� e Zrl z ll"E.PE°TED °ROUMDWaTER � .. „ LU°o wokII.Gl R ELECTRIC RISER DIAGRAM SANITARY SEPTIC SYSTEM PROFILE N.T.S, N.T.S. r....P....,... (n zo xsr _ avo S D o$ U) LAND N =T p£s t �� uaTg 1 � £ r-�.md� w munran ea..r�uwcaurawo l F o MFROVED €: Pr _ _ �„ WNx,D RE RcwacD CLEAN OUT DETAIL DRY _ _` €aRLwaw<R N.T_5. € . t e LAND N/F Y S X tt OF ANDERSON IMPROVED - a a> T I a I I z aM�w iRaM: 1 ------- s a� „_ t 1 5 e DROOM XSANITARY SYSTEM dD = w o DESIGNLU p 4,,- r cues. _ - 1g; >E .; HYDROACTION AN500 = 550aod (n o _ .., .L.g._ LEACHING:NG. m x _ ----' �„_••' �- _ -- � [5]8'IDIA x 4' DEEP LEACHING POOLS(CLUSTER) � [2]8'CIA x 4' DEEP EXPANSION POOLS = o°LU It V't 1 0 v-' - ° KAPLAN SANITARY 2225 CALVES NECK ROAD SOUTHOLD,NY SCTM#1000-70-4-45.3 AREA FOR HEALTH ' - DEPARTMENT APPROVAL STAMP BILL OF MATERIALS '' I +.r tea. c .N., � s z a JURY Ts mzl_. 2-1 LEGEND ( - [ -€� EETNO: iNE WATEP SOOPPLY WELlS axD .eme.,r - I SITE PLAN °'"°'RE°"° `°° CESSPOOL L CARC SHDWN ME CONNE E0 TOSPURL C WA[R E 5 SCALE:I'"11 OArA BTa NED FROM'OTNERSD OR ott # TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �te Telephone (631) 765-1802 litti)s://www.soutlioldtowiiii , Gov Floodplain Development Permit Application PROPERTY INFORMATION: Flood Zone:VE FIRM Panel: SCTM# 1000-70-4-45.3 Address:2225 Calves Neck Rd. City:Southold zip:11971 CONTACT PERSON: Name:Vincent Benic Architect [Phone#:917-414-1925 Mailing Address:PO Box 92 Southold NY 11971 PROJECT DESCRIPTION New Addition and window replacement in existing home SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALL THAT APPLY) -_,..._�.. Type of Structure Type of Structural Activ ity ■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 0 Addition to existing structure ❑ Flood proofed(attach certification) N 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 N Grading ❑ Drilling ❑ Dredging ❑ Connection to public utilities or services N Paving ❑ Placement of fill material ® Drainage improvement(including culvert work) ❑ Roadway or bridge construction 0 Fence or wall construction ❑Watercourse alteration (attach description) ❑ Excavation (not related to a structured development) ❑ Other development not listed (specify): By signing below I agree to the terms and conditions of this permit and certify to the best of my knowledge the information contained in this application is true and accurate. I understand that no work may start until a permit is issued.The permit may be revoked if any false statements are made herein.if revoked,all work must cease until permit is re-issued. Development shall not be used or occupied until a Cert.of Compliance is issued.The permit will expire if no work is commenced within one year of issuance.Other permits may be required to fulfill regulatory requirements.Applicant gives consent to local authority or representative to make reasonable inspections to verify compliance. Application Submitted By (print name):Vincent Benic Signature of Applicant: Date:06/05/25 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 10312 DATE: _ RRUARY 153 2023 ISSUED TO: LAWRENCE KAPLAN&DENISE BLESI-KAPLAN PROPERTY ADDRESS: 2225 CALVES NECK ROAM SOU"I'lidOLD SCTM#1000-70-4-45.3 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of,Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held tact , ruary 15 202 ,and in consideration of application fee in'the sum of 250.00 paid by I,.awrence 'a Lan&Denise lesi- h lan and subject to the Terms and Conditions as stated id'the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct a proposed 465sq.ft.seaward side wood deck with steps to ground; x a proposed 453sq.ft.in-ground swimming pool; a proposed 1,315sq.ft. permeable precast concrete pool patio around the pool using a"hydroPAV:l+RS"system; install 4' high code compliant pool enclosure fencing with gates; install a pool drywell for pool backwash; install a pool equipment area; replace existing 185sq.ft.of concrete/bluestone walkway from the pool patio to the water; replace existing 87sq.ft. of concrete/bluestone walkway with new permeable precast concrete system from patio to rear basement stairs and new concrete and stone walls around basement access raised 3' from grade as flood barrier; and as depicted-on the site plan prepared by Vincent Benic Architect,last dated October 11,2022,and stamped approved on February 15,2023. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the day and year first above written. FDI Glenn Goldsmith,President 10 s (�,y Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples " Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 21, 2023 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 RE: LAWRENCE KAPLAN & DENISE BLESI-KAPLAN 2225 CALVES NECK ROAD, SOUTHOLD SCTM# 1000-70-4-45.3 Dear Mrs. Moore: The Board of Town Trustees took the following action during its Regular meeting held on Wednesday, February 15, 2023 regarding the above matter: WHEREAS, Patricia C. Moore, Esq., on behalf of LAWRENCE KAPLAN & DENISE BLESI- KAPLAN applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of'Southold, application dated October 17, 2022, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered the Policies of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: authorization by Town Engineer of the permeable precast patio; and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on February 15, 2023, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, 2 WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, and, - -..----..--.-.WHEREAS-,-the-Board-has determined that the project as proposed will not affect the health; - safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and Lased upon the Best Management.Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED,,that the Board of Trustees approve the application of LA'1l1tRENCE KAPPLAN & DENISE BLESI-KAPLAN to construct a proposed 46sq.ft. seaward side wood deck with steps to ground; a proposed 453sq.ft, in-ground swimming pool; a proposed 1,315sq.ft• permeable precast concrete pool patio around the pool using a"hydroPAVI RS'" system; install 4' high code compliant pool enclosure fencing with gates; install a pool dr'ywell for pool backwash; install a pool equipment area; replace existing 185sq.ft.. of concrete/bluestone walkway from the pool patio to th&water; replace existing 87sq.ft. of concrete/bluestone walkway with new permeable precast concrete system from patio to rear basement stairs and new concrete and stone walls around basement access raised 3'from grade as flood barrier; and as depicted on the site plan prepared by Vincent Benic Architect, last dated October 11, 2022, and stamped approved on February 15, 2023. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections-are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Ve ly yours e Glenn Goldsmith President, Board of Trustees OG/dd k a NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region f SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-0365 1 F:(631)444-0360 www.dec.ny.gov PERMIT MODIFICATION September 30, 2024 Lawrence Kaplan 2225 Calves Neck Rd, Southold, NY 11971 Re: Application #1-4738-03691/00005 Kaplan Property: 2225 Calves Neck Road SCTM# 1000-70-4-45.3 Dear Permittee: The Department of Environmental Conservation has reviewed your request to modify the above permit and finds the changes acceptable. Therefore, in conformance with the requirements of the State Uniform Procedures Act(Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your modified permit. This modified permit supersedes the previous permit issued 11/2912022. Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions please contact us at the above address. This permit amendment must be available on site when permitted activities are being conducted. Sincerely, w E 'ssa Scott P rmit Administrator cc: Patricia Moore BMHP File c��vrrolxlc Dsartrnerwlk of � ,Ty Ernvlr nmarttat Conservation NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03691 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facilih!: LAWRENCE KAPLAN KAPLAN PROPERTY 2225 CALVES NECK RD 2225 CALVES NECK RDISCTM #1000-70-4- 45.3 SOUTHOLD.NY 11971 SOUTHOLD, NY 11971 Facility Application Contact: PATRICIA C MOORE 51020 MAIN RD SOUTHOLD,NY 11971 (631) 765-4330 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 716.835 NYTM-N: 4548.483 Latitude: 41°03'31.4" Longitude: 72°25'10.5" Authorized Activity: Modify pennit originally issued on 11/29/2022 to install a pool.. deck and pavers. and establish an expanded non-turf vegetative buffer. All work must be done according to the plans prepared by Kenneth M. Woychuk Land Surveying. PLLC, last revised 6/21/2024 and stamped NYSDEC modification 9/30/2024. Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-03691/00005 New Permit Effective Date: 11/29/2022 Expiration Date: 1]/28/2027 Modification# 1 Effective Date: 9/30/2024 Expiration Date: 11/28/2027 NYSDEC Approval By acceptance of this permit, the Permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: ELYSSA E SCOTT, Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY Stony BrookI50 Circle Rd Stony, rook.NY 11790 -3409 Authorized Signature: Date _/ /07 Page 1 of 6 a � sr NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03691 Distribution List PATRICIA C MOORE Bureau of Marine Habitat Protection Elyssa E Scott Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBI-IGATIONS NATURAL RESOURCE PERMIT mmmm .._. T CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 3. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Kenneth M. Woychuk Land Surveying, PLLC, last revised 6/21/2024. 4. Materials Disposed at Upland Site Any demolition debris.. excess construction materials.and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 5. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 6. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 7. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 100 linear feet from the tidal wetland boundary. Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID I-4738-03691 8. Install, Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencino_>.etc.. are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 9. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains(or other NYSDEC approved devices) placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. lo. Establish Vegetated Buffer To protect the values of the tidal xetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending an averaLge of 20 linear feet landward of the tidal wetland boundary. I I. Patio and Walkway Areas of Pervious Materials All constructed patios and "walkways must be constructed with the NYSDEC approved patio blocks with a 7.25" grass spacing as shown on the approved plans. 12. Driveway of Pervious Material The driveway must be constricted of blue stone as shown on the approved plans. 13. No Drvivells in or near Wetland Dry wells for pool filter backwash shall be located a minimum of 50 linear feet landward of the tidal wetland boundary. 14. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells as shown on the approved plans for immediate on-site recharge. m. No Pool Discharges to Wetland There shall be no draining of swimming pool water directly or indirectly into wetlands or protected buffer areas. 16. Incidental Disturbance to "vegetation It is the responsibility of the applicant to remedy any incidenttrl disturbances resulting in damage or removal of wetland vegetation. Upon completion of construction activities, any disturbed areas shall be planted with the appropriate marsh vegetation. Please contact the Bureau of Marine Habitat at (631)444-0295 for more information. 17. Clean Fill Only All till shall consist of clean sand, gravel, or soil (not asphalt. slag, tlyash, broken concrete or demolition debris). 18. Backfilling All peripheral berms. cofferdams. rock revetments,seawalls. gabions, bulkheads or other approved shoreline stabilization structures shall be completed prior to placement of any till material behind such structures. 19. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilised with appropriate vegetation (grasses.:etc) immediately followving..project completion or prior to perririt expiratioli, "whichever conies first. If tale project site remains inactive for more than 48 hours or planting is impractical dare to the season. then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. Page 3 of 6 AM tubaw NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'Raw Facility DEC ID 1-4738-03691 20. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents. lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 21. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation,or for other purposes, and no claim or right to compensation shall accrue from any such damage. 22. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if. in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if; upon the expiration or revocation of this permit, the structure,fill, excavation,or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 23. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. [-GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3}. The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this penriit, Including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. Page 4of6 NEW VORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03691 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by: the Department. issuance of this permit does not modif}l,supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The perilittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook, NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any teens or conditions of the permit, c. exceeding the scope of the project as described in the permit application, d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions,orders of the commissioner;any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute. regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 5 of 6 N " NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION rr Facility DEC ID 1-4738-03691 E::��NOTIFIC�ATI�ONOF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits,actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's auent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands,easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 u S.C.T.M. NO. DISTRICT: 1000 SECTION:70 BLOCK: 4 LOT(S):45.3 1 NYSDEC N—D)YICAT()'o APPROVED AS PER TERMS AND CONDITIONS OF PERMIT N( DATE m 0 mo,� o� `�.. 1Fyjil r' —12 H &Alt STOW R4 �� FTMw,... e.1 `•a4"ly LAND N/F OF Tam^wwo PD +u UCALZI ZONE X qD two jj � <9 Al � E1��• F1A LANOF N/F aDRE VE E0,14 M � PL"AM�E •yiiOW[R' r. r ANDERSON 'MDM VYA1d TAV�GOO,.. pwwm 7 ffi M! Yy T a a � I, * 'Y NOM ELABNOMI14 bu8d'A, f. n I ( x w�o" SW * � } N A7 A^A xe!W9N%%A as?yo74p, F1X5C DIk'r wEl4� ...... rt+k4,M, PASSED q w"w d1J�LY7 ,•M-'�r , b'f a".'s PG.1'I,M17f 4'�tl41 T41:@O deA V,}/F',]5 GX415faA;,NxG S88'18'41"A 90.41' IXISTING NYSDEC LOT COVERAGE 6lSED ON UPLAND LOT AREA 38,538 S.F. DWELLING:3142 S.F. SHED W/ROOF OVERHANG 221 S.F. J�C� FRONT WALK&STOOP.320 S.F. n REAR DECK:279 S F. OUTDOOR SHOWER 39 S.F. L'y CELLAR ENT.,CONC. WALKS AND PATIO:907 S.F. EXISTING TOTAL:4908SF.or 72.7x PROPOSED HOUSE ADDITION W/DECK:67B S.F EMSTNG TOWN OF SOUTHOLD LOT COVERAGE PROPOSED POOL DECK:4G5 S.F. fi45ED ON UPLAND l07 AREA 38,538 S,F. PROPOSED POOL• 132 S.F. DWELLING.3142 S.F. PROPOSED NON PERMEABLE POOL PATIO:820 S.F. SHED W/ROOF OVERHANG:221 S.F. CONC.WALKS AND PATIO:—798 S.F.TO BE REMOVED REAR DECK:279 S.F. OUTDOOR SHOWER:—39 S.F.TO BE REMOVED B OUTDOOR SHOWER.39 S.F. REAR DECK:—279 S.F.TO BE REMOVED PROPOSED TOTAL:55M S.F.or 14.3E L. EXISTING DECK.TOTAL-3887 S.F.or BE R REAR DECK:—279 S.F.TO BE REMOVED OUTDOOR SHOWER:—39 S.F.TO BE REMOVED PROPOSED HOUSE ADDITION:597 S.F. WO!N S PROPOSED REM DECK.82 S.F. PROPOSED SWIMMING POOL-432 S.F. PROPOSED REM POOL DECK:458 S.F. m WOOD PROPOSED TOTAL•4932 S.F.or 12.8% U m REVISED BUFFER 06-21-24 NOTE: FLOATING DOCK ANCHORED REVISED 02-13-24 FOR WINTER STORAGE. REVISED 08-11-23 THE WA SUPPLY, WELLS,OFIELD SAND CESSPOOL LOCA710NS N5 SHOWN ARE FROM HELD OBSERVA710N5 UPLAND LOT AREA. 37,267 S.F. AND OR DATA OBTAINED FROM OTHERS. AREA: 40,162.05 SQ.FT. or 0.92 ACRES FIRM ZONE PANEL #36103CO166H FIEVA77ON DATUM. NAVD88 UNAU7FIORY&O ALTERAFFEAM OR ADD.171GVM a'D T7d15,GUervEY IS'A 4?OLA 71d:M1 E°SE7"71ON 7 a�e 1NE NEW 1'ORi.".STATE EDPIiC,ATIEW�+I.A'EK 7N%PS sEIRRvEar' MAP NOT BEATNIIPG'714E"LAHLI..SC7R14-"kYJd7'S EM80SaE,d 5E`Ad.,S7'd LL..Nor BE CCW5 70'SE A VAUD F'RIdL COPY. GGUAR.d TEdI` JNL�}d�Ai'�`4d IILT7�'�M.S�IAtL F1tl'NPw° ONI..Y To 7W PERSON FOR HMMOM 711E SURVET"I$PREPARED AMD.av HIS BEHALF TO THE TITLE COMPANY. COVERNMEN'7'AL AGENCY;AND LENOINO INSUTURON LISTEp H iEOM ANO TO A$VAYEES OF THE LEND"WrY,S'T11 IZON, R,ANMES ARE NOT T17 5FE,9PA0 E. 1FTE OFFSETS an DIAFEN51(1NS SMOWFd HrRrav FROM THE"PROPETI'TV'LNM£S TO INC SIRUhCRAWS ARE FOP A.5P£I,"TTO PURPD5£AMP USE 1FIL7WMAIE THEY.ARE NOT W rENDE'D TO,MIONUMENT THE°pROMTy LINES OR TO C'WE THE VWCMW OF FE1MaA AIO0I0ONA4.STRUC1C+RES OR AND 00,WR IMPROWEMENTM EASEMENTS ANO1tR 540,WWACE STRIaVnIREES RECORNO OR V ARE NOT GUARANTEED UMtIFSS P.Nti'.SLAu.Y EvgwNT ON W PR&ULSES A INC TIME'OF SCIBVE"Y SURVEY OF: DESCRIBED PROPERTYpT„NT°r_. CERTIFIED TO: LARRY KAPLAN; MAP OF: 1M NCIo DENISE KAPLAN; FILED: .. FIDELITY NATIONAL TITLE INSURANCE COMPANY• ',' SITUATED AT:SOUTHOLD Ci TOWN OF:SOUTHOLD IKEENF—TH 'pal W YC SUFFOLK COUNTY, NEW YORK E OST35T Professional Land Surveying and Design t P.O. Boa 153 Aquebogue, New York 11931 FILE #12-145 SCALE:1"=30' DATE:DEC. 7, 2012 N.Y.S. LISC. NO. BL1D884 PHONE(831)298-15Ba FAX(631)298-1558 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits.Region 1 SUNY d-Stony Brook,50 Circle Road.Stony Brook,NY 11790 " P-(631)4,14-0365 1 R(631)444-0360 ww rJ,cl ec,ny rJov November 29, 2022 Lawrence Kaplan 2225 Calves Neck Rd, Southold, NY 11971 Re: Application #1-4738-03691100005 Kaplan Property: 2225 Calves Neck Road SCTM# 1000-70-4-45.3 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit. Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather, Sincerely, E'yssa Scott Environmental Analyst cc Patricia Moore BMHP File NEW x0rawl I Depai tment of Mrw Environmental Conservation NEW VORK STATE Dl,'I'Aiz,rAil-'N'I'(-)[,' F-,NVIIZONMEN,rAl,CONSERVATION Ricility DEC ID 1-4738-03691 PERMIT Undet- the Envii-onmental Conservation Law (ECL) Perinittee and Facility Information .......... ------ Permit Issued To: Facility: LAWRENCE KAPLAN KAJILAN I)ROI)ERTY 2225 CALVES NECK RD 2225 CALVES NECK RDjSCTM ItI000-70-4- 45.3 SOUTHOLD, NY 1 ]971 SOIATIOLD- NY 11971 Facility Application Contact: PATRICIA C MOORE 51020 MAIN RD SOUTHOLD, NY 11971 (631) 765-4330 Facility Location: in SOUTIIOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 716.835 NYTM-N: 4548.483 Latitude: 41'03'31,4" Longitude: 72'25'10.5" Authorized Activity: Construes an addition onto an existing single family dwelling and extend the vegetated buffer. All work must be done according to the plans prepared by Vincent Benic Architect, last revised 10/26/2022 and stamped NYSDE-C approved 1 ]/29/2022. EES. .......... Permit Authorizations .............. Tidal Wetlands - Under Article 25 Permit ID 1-4738-03691/00005 New Pennit Effective Date: 11/29/2022 Expiration Date: ) I/2-8J2'0217 NYSDEC Approval By acceptance of this permit, the permitter agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this Permit. Permit Administrator:KEVIN A KISPERT, Deputy Permit Administrator Address,- NYSDEC Region I I-le.ldqUarters SUNY (d), Stony BrookJ50 Circle Rd Stony I lrot& NY 1 1 790 -3409 /'j,)-q-11 ' �) Authorized Signaftll*c: Date ------- .................. Page I of 6 NEW YORKSTATE DF1'AwrmFNT OF rNVIRONMEN't-AL CONSERVATION Facility DEC 11) 14738-03691 Distribution List ------- PATRICIA C MOORE Bureau of Marine Habitat Proteution Hyssa E Scott ........................ Permit Components ................................. ...... NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS ........................... NATURAL RESOURCE PERMIT CONDITIONS- Apply to the Following Permits: TIDAL WETLANDS 1. Post Permit Sig n The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately,protected from the weather. 2. Notice of Commencement At least 48,hours prior to coinmencement,of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all tenns and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned,alor4,,with photographs of the completed work. 3. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicaiWs agent as part of the permitapplication. Such approved plans were prepared by Vincent Benic Architect, last revised 1006/2022. 4. Concrete Leachate During construction,no wet or fresh concrete or leachate shall be allowed to, escape into any Wetlands or waters,orNew York State, nor shall washings from ready-mixed concrete trucks, mixers,,or other devices be allowed to enter any wetland or waters. Only watertight or waterproof f6rms shall be used. Wet concrete shall not be poured to displace water within the forms. � No Construction Debris in Wetland or Adjacent Area Any debris or excess m4tefiol from construction of thisproject-,hall be,completely removed fivrn the,adjacent area (upland)and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 6. Materials Disposed at Upland Site Any demolition debris,excess construction materials, and/or excess excavated materials shall be irniliediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not tore-enter any water body, wetland or wetland adjacent area, 7. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result or the permitted activities, PaW2 orb Aft NrW YQRK STATE DEPARTM AT OF ENVIRONMENTAL CONSERVATION Facility DEC 1D 1-4738-03'691 1i. Storage of Equipment, Materials The storage of construction equipment and;Materials shall be con lined within the project work area and/or upland areas greater than 75 linear feet fivm the tid€tl Weiland boundary. 9. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash,broken concrete or demolition debris). 10. Long-term Plant Survival The area shown oil the stamp-approved plans shall be planted with native-, salt-tolerant vegetation and the permittee shall ensure a minimum of 85%survival of plantings by the end of five growing seasons. If this goal is not met,the permit holder shall re- ;valuate the restoration project in order to determine how to meet the mitigation goal and submit plans to be approved by the ofFce,of Marine.Habitat Protection NYS`DEC Region 1 Headquarters SUNY ctl Stony BrookJ50 Circle Rd Stony Brook, NY11790 340.9 11. Install,Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 12. Driveway/Parking,Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 13. Contain Exposed, Stockpiled Soils All disturbed areas where sail will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales J silt curtains (or other NYSDEC approved devices)planed on the seaward side between the fill and the wetland or protected buffer area. 'Tarps are authorized to supplement these approved methods. 14. Maintain Erosion. Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. is. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids,sediments, fuels„solvents; lubricants, epoxy coatings;paints,_concrete,leachate or any other environmentally deleterious materials associated with the project, M State Not Liable for Damage The State of New York shall in no case be liable for ally damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State.for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any Such damage. 17. State May Order Removal or Alteration of Work if future operations by the State of New York require all alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department cal'Environmental Conservation it shall cause unreasonable:obstructi011 to the free navigation of said waters or flood Flows or endanger the flcalth,safety or welfare of the people of the State. cu cause loss or destruction ofthe natural resources of the State, the owner may be ordered by the Department to Page 3 of 6 NEW YORK STATE UPARTMENT OF ENVIRONMEN'rA1.CONSERVATION Facility I)EC tD 1-4738-03691 remove or alter the structural work,obstructions, or hazards caused thereby without expense to the State, and it; upon the expiration or revocation of this permit, the straicttarc, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the Slate, and to such extent and in such time anti manner as the Department of Environmental Conservation may require, remove all,or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of file watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. I S. State May Require Site Restoration if upon the expiration or revocation of this per.€rtit, the project hereby authorized has not been completed, the applicant shall, without expense to the State,and 10 such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. GENERAL CONDITIONS - Apply to ALL Authorized Permits: ]. Facility Inspection by,The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of.Environmental Conservation(the Department) to determine whether the perrnittee is,complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The perrnittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. failure to produce a copy of the permit upon request by a Department representative is a violation of this peranit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms,conditions or requirements contained in,such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC region I Headquarters SUNY Ica) Stony BrookJ50 Circle Rd Stony Brook, NY 11790 -340c1 Page 4 of 6 AM NEW Y014K STATL DEPARTMENT OF ENV1RONMi,iNTAL CONSE:RVAnoN Facility DEC 11) 1-4738,03691 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days beFi re permit expiration for the:following permit authorizations: 'tidal Wetlands. s. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the pc:rmittee to comply with any terms or conditions of the permit; c. exceeding the scope ofthe project as described in the permit application; d. newly discovered material in.k)rmation or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions,orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or .another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A; Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee,excepting state or federal agencies, expressly agrees to indemnity and hold harmless the Department of Environmental Conservation of the'State of New York,its representatives, employees, and agents("DEC") for 411 claims,suits, actions; and damages,to the extent attributable to-the pennittee's frets or omissions in connection with the permittee's undertaking of activities in connection with,or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance.or not`in compliance with the terms and conditions of the permit, This indemnification does not4extend to any claims, suits,actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims,suits, or actions naming the DEC and arising under Article 79 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item R: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees,agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the; permittee's agent with respect to the permitted activities,and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Page 5 of 6 Aft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-0369t Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals,lands, easements and rights-of- way that may be required to carryout the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of ethers in order to perform the permitted work nor sloes it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a pagy to the permit. Page 6 of 6 NEWYORK. Department of STATE OF 11,17 OPPORTUNITY Environmental Conservation NOTICE The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please refer to the permit number shown when contacting the DEC. Regional Permit Administrator SUSAN ACKERMAN Permit Number 1-4738-03691/00005 Expiration Date 11/28/2027 Note: This notice is NOT a permit VBA AREA OF GROUND[ Pf�F N Y S D E Cacenx aF� i aetnE� DISTURBANCE I -' APPROVEOFlSpERTERUlS - AND nUmQNSOF - zr tr n PERfVII'i APProx �_ r: LOCATION OF DATE __ _ ,'• NEW STORM WATER t _ NEW !'TIC s. d.r 1 B7(4'%4'D.ORYWELL ; € _. r EXISTING 1 —. MIN.YABOVE t -_ ,. ✓ n4 4SWTIC EXOECTED GROUND } € TO BE RENDVED ` cr€. (WATER i xr+ i mot— a k _ 6.000 NEWDECK \ 4 Nt a - New LINEOFNA -# - NEW POSE AND T F= , I $ ` r r 9r NEW DECK E Y "fa—lo �4'PERMIABLE GRAVEI I - D VD, go UNDER THE DECK ,= EXTEND NEW NON TURF VEGETATIVE BUFFER N€W FOOTINGS TO MIN.10'FROM �_�'s_"-w£` STONE BREAK WALL ��" EXISTING LAWN _ (Typ) 0 l t 4SECTION THROQgH Nj&C}0 ------------ EXISTING NON TURF NOTE-AS PER SURVEY OARck ^` VEGETATIVE BY KENNETH WOYCHUK REVISED OBW22 ( Cad ut:N C°, - 4 r BUFFER LANDWARD EDGE OF TIDAL WETLAND AS DETERMINED BY SUFFOLK ENVIRONMENTAL CONSULTING INC.ON 7/8122 - JOCKEY CFI EXISTING NON TURF n;e VEGETATIVE BUFFER 2225C 14mkRo 90.-- 1 1 ' •'�` ��zz� -'' ��, v�Iyyii��i;�4i � 1-47�090Y1A0006 JOCKEY CREEK SCALE:1"=20' - �_i —� 0 io zo aoFr NEW ADDITION s.A I t5i' 5a00' P�e6CSSOPs LIST OF DRAWINGS: GENERALMCITE1111• T-100 '[(SHEET/GENERAL NOTES/ 1. THE SCOPE OF DEMOLITION WORK HAS BEEN GENERALLY INDICATED ON THE DRAWINGS FOR THE G.C's. SP-100 SITE PLAN Y NCODE �0 r�1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE SUPERVISION OF CONSTRUCTION.THE ARCHITECTAND/OR HIS AGENT INFORMATION.THE G.0 IS RESPONSIBLE TO DETERMINE THE FULL SCOPE. SHALL BE ALLOWED ACCESS TO THE CONSTRUCTION SITE. D-101 DEMOLITION FIRST FLOOR PLAN 2. THE G.0 AND HIS SUB-CONTRACTORS SHALL COMPLY WITH ALL LAWS,ORDINANCESAND REGULATIONS q_100 BASEMENT FLOOR PLAN VINCENTBENICARCHITECT 2. NO CHANGES SHALL BE MADE TO THESE DRAWINGS ACCEPTAS PER N.Y.S.LAW CHAPTER 987.ANY CHANGES TO THE PLANS BEARING ON THE SCOPE OF THE WORK A-101 FIRST FLOOR PLAN Po Box 92,Southold NY 11971 MUST BE APPROVED BY THE ARCHITECT.ANY SUCH CHANGES SHALL BE FILED WITH THE BUILDING DEPARTMENTAND AMENDED TO 3. THE G.0 SHALL FURNISH ALL LABOR,MATERIALS AND EQUIPMENTAS REQUIRED TO COMPLETE THE www.vbarch.com THE ORIGINAL BUILDING PERMIT.ANY MODIFICATION OR REPRODUCTION OF THESE PLANS OR SPECIFICATIONS FOR USE OTHER THAN DEMOLITION AND REMOVAL OFALL ITEMS SHOWN ON DRAWINGS. A-102 MASTER SUITE PLAN PLAN THE INTENDED PROJECT IS STRICTLY FORBIDDEN WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECT. A-103 LIVING ROOM PLAN Issued/Revislon 917 4t+Igor 3. THE G.C.AND HIS SUB-CONTRACTORS ARE NOT TO SCALE DRAWINGS.ALL WRITTEN DIMENSIONS SHALL TAKE PREFERENCE 4. ALL ITEMS INDICATED WITHIN THIS SET OF DRAWINGS SHALL REMOVED,AND DISPOSED OF.THIS INCLUDES, A-104 ROOF PLAN OVERALL SCALED DIMENSIONS.ALL LARGE SCALE DRAWINGS,PLANS,SECTIONS,ELEVATIONS AND DETAILS WILL TAKE PRECEDENCE BUT R NOT LIMITED TO PLUMBING FIXTURES.LIGHTING FIXTURES,ACCESSORIES,PANTRY CABINETS,APPLIANCES, OVER SMALL SCALE DRAWINGS,PLANS;SECTIONS,ELEVATIONS,AND DETAILS. DOOR FRAMES,DOOR HARDWARE,ETC. A-200A SOUTH ELEVATION-WEST SIDE 12T0324 NFWINISSUED FOR PRICING 4-7 NOT USED. 5. ALL DEMOLITION WORK SHALL BE SCHEDULED AND COORDINATED AS DETERMINED BY THE OWNER, A-200A SOUTH ELEVATION-EAST SIDE 04/18/25 BD PERMIT SUBMISSION ARCHITECTAND THE G.0 A-201 EAST ELEVATION 8. ALL ORIGINAL CONSTRUCTION DOCUMENTS,PHOTOGRAPHS,SKETCHES AND ESTIMATES SHALL REMAIN THE PROPERTY OF THE 6. THE CONSTRUCTION SITE SHALL BE KEPT LOCKED AND SECURE ATALL TIMES. A-203 MASTER BEDROOM-EAST SECTION ELEVATION ARCHITECTAND SHALL BE CONSIDERED AS INSTRUMENTS OF THE SERVICES RENDERED WHETHER THEY WERE EXECUTED OR NOT. A-204 MASTER SUITE-SOUTH- SECTION ELEVATION- 9. THE PHRASE'BY OWNER'IS TO BE CONSTRUED AS PURCHASED BY THE OWNER,BUT COORDINATED,SCHEDULED,HANDLED, 7. THE G.0 SHALL KEEP THE JOB SITE PROTECTED FROM INCLEMENT WEATHER(RAIN,SNOW,WIND,COLD,HEAT), A-205 MASTER SUITE NORTH-SECTION ELEVATION AND INSTALLED;BY THE G.C.AND HIS SUBCONTRACTORS. - - -- - - - - - ETC. A-206 MASTER BATHROOM EAST-SECTION ELEVATION 10. THE ARCHITECTAND OWNER SHALL APPROVE THE NEW LAYOUT OF ALL PARTITIONS BY MEANS OF CHALK LINE PRIOR TO 8. PRIOR TO REMOVAL OF WALLS THE G.0 SHALL VERIFY IF THE WALLS ARE BEARING AND NOTIFY THE ARCHITECT A-207 WINDOW/DOOR ELEVATIONS INSTALLATION. IN WRITING. A-207A ALUMINUM/WOOD WINDOW ELEVATIONS 11. THE ARCHITECT,DISCLAIMS ANY RESPONSIBILITY FOR THE DESIGN OF THE ELECTRICALAND MECHANICAL SYSTEMS. 9• THE G.0 SHALL PROVIDEALL NECESSARY SHORING AND OR BRACING REQUIRED TO MAINTAIN THE A-208 BATHROOM FINISHES ELEVATIONS STRUCTURAL INTEGRITY OF EXISTING BUILDING TO REMAIN. A-300 POOL DECK PLAN Drawings&specifications as Instruments of professional service 12. THE OWNER SHALL PROVIDE ADEQUATE PROPERTY INSURANCE ON THE VALUE OF THE BUILDING AND THE VALUE OF THE 10, THE G.0 UNDERSTANDS THAT WHERE WALLS ARE TO BE REMOVED,IT SHALL BE UNDERSTOOD THAT HE SHALL A-301 POOL DECK SOUTH ELEVATION are,and shall remain,the property of VINCENT BENIC CONSTRUCTION,INCLUDING FIRE,VANDALISM ETC. ARCHITECT: No reproduction,in whole or In part,shall be made ALSO BE RESPONSIBLE FOR THE REMOVAL OF ALL ELECTRICAL,TELEPHONE,THERMOSTAT,PLUMBING,DUCTWORK, A-302 NOT USED without the written authorization of VINCENT GENIC ARCHITECT. 13. THE COST OF THE BUILDING PERMIT SHALL BE PAID BY THE OWNER. ETC.,INCLUDED IN THE WALL. This document Is Intended solely for the construction of the A-303 KITCHEN PLAN project named herein and shall not be used by any other parties 11. THE G.0 SHALL REMOVE AND DISCARD IN IPS ENTIRETYALL PLUMBING,TO THE POINT OF ORIGIN INCLUDING, for any other construction without the written consent of 14, THE G.C.SHALL VISIT THE SITE AND BE RESPONSIBLE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS.ANY A-304 KITCHEN ELEVATIONS VINCENT SENICARCHITECT. DISCREPANCIES SHALL BE REPORTED TO THEARCHITECT,IMMEDIATELY PRIOR TO AWARD OF CONTRACT,OR START OF WORK THE SINK,VENTMASTE LINES,HOT/COLD WATER LINES,ACCESSORIES,ETC.PREP FOR NEW PLUMBING LAYOUT.ALL G.C.SHALLALSO COORDINATE,AND BE RESPONSIBLE FOR THE APPROVED SIZE AND LOCATION OF ALL OPENINGS THROUGH ROOF, PLUMBING WORK SHALL BE PREFORMED BY THE LICENSED PLUMBING CONTRACTOR AS PER CODE. A-305 KITCHEN ELEV.AS VIEWED FROM DINING RM FLOORS WALLS ETC. 12 THE G.0 SHALL REMOVE&DISCARD IN ITS ENTIRETY ALL ELECTRICAL LINES INCLUDING OUTLETS SWITCHES A-306' CARPENTRY SPECIFICATIONS TELEPHONE JACKS ETC.BACK TO THE PANEL AS REQUIRED BY CODE.PREP FOR NEW ELECTRICAL LAYOUT. E-100 ELECTRICAL NOTES 15. THE G,C.AND HIS SUB-CONTRACTORS USING THESE DRAWINGS SHALL COMPLY WITH ALL LAWS,ORDINANCES,AND REGULATIONS,BEARING ON THE SCOPE AND CONDUCT OF THE WORK.ALL STRUCTURAL WORK SHALL BE PREFORMED IN 13. THE G.0 SHALL KEEP THE CONSTRUCTION SITE BROOM CLEAN AT THE END OF EACH DAY,UNTIL COMPLETION E-101 MASTER SUITE ELECTRIC POWER PLAN CONFORMANCE WITHANY CODE OR CODES OF FEDERAL,STATE,COUNTY,OR MUNICIPALITY,HAVING JURISDICTION OVER SUCH OF PROJECT. E-102 MASTER SUITE LIGHTING PLAN WORK 16. THE G.C.AND HIS SUBCONTRACTORS SHALL BE LICENSED AND INSURED TO DO ALL WORKAS REQUIRED BY THE CITY,VILLAGE, TELEPHONE THE G.0 SHALL LE IV FROM ASSIST THE OWNER TO COORDINATE THE INSTALLATION OF BURGLAR ALARM, PLAN LIVING RM&KITCHEN ELECTRIC POWER/LIGHTING TOWN,COUNTY,AND STATE AGENCIES,WHICH MAY HAVE JURISDICTION OVER THOSE TRADES.THE CERTIFICATES OF INSURANCE ARE TELEPHONE AND CABLE T.V.FROM THE UTILITY POLE TO THE OFFICE BUILDING. 1W F POOL&DECK&POOL ELECTRIC POWER/LIGHTING TO BE FILED WITH THE OWNER PRIOR TO COMMENCEMENT OF ANY WORK BOTH THE OWNER AND THE ARCHITECTARE TO BE LISTED FLAW AS ADDITIONAL INSURED AND AS CERTIFICATE HOLDERS AND ARE TO BE HELD HARMLESS FROM ANY CLAIMS EITHER DIRECTLY OR 15. THE GC SHELL RESTORE AND PROVIDE ALL FINISHES IN THE AREA OF NEW WORK AND INCLUDING BUT NOT E-105 DECK&POOL LIGHTING ELECTRIC POWER PLAN INDIRECTLY ARISING OUT OF THIS CONTRACT. LIMITED TO;GYP.BD, EXTERIOR SIDING,TRIM,FLOORING ETC.,THE CONTRACTOR SHALL SPACKLE,PRIME AND PAINT TO THE HIGHEST STANDARDS IN THE INDUSTRY.COLOR AND FINISHES AS SE;EXCEED SHALL BE SELECTED BY THE SEE STRUCTURAL DRAWINGS FOR TABLE OF CONTENTS 17. THE G.C.AND HIS SUBCONTRACTORS SHALL MAINTAIN WORKMEN'S COMPENSATION INSURANCE AND ADEQUATE LIABILITY CLIENT. INSURANCE DURING THE ENTIRE LENGTH OF THE JOB. 18. THE G.C.SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORKERS,OWNERS,AND THE PUBLIC,AS REQUIRED BY THE STATE ENERGY ANALYSIS �,�T�FtED A y OF NEW YORK,AND OSHA REGULATIONS,DURING THE CONSTRUCTION PERIOD. 2020 NEW YORK STATE ENERGY CONSERVATION CODE 19. THE G.C.AND HIS SUBCONTRACTORS SHALL BE RESPONSIBLE FOR FILING AND OBTAINING ALL NECESSARY PERMITS, CLIMATE ZONE 4 ZONING DATA INSPECTIONS,AND CERTIFICATE OF OCCUPANCY,TO PERFORM THE WORK UNDER CONTRACT.THE ELECTRICAL,PLUMBING,AND HVAC WORK,SHALL BE FILED UNDER A SEPARATE PERMIT. 20. THE G.C.SHALL NOT START ANY WORK UNTIL THE BUILDING PERMIT IS ISSUED. SYSTEM COMPONENT ODE REQUIREMEN-PI tOJECT COMPLIANCE ADDRESS' 21. THE G.C.SHALL FURNISH ALL LABOR,MATERIALS,EQUIPMENT,AND OTHER ITEMS,NECESSARY TO COMPLETE THE WORK i ! = SHOWN,CALLED FOR,OR INFERRED BY,THESE DRAWINGS UNLESS OTHERWISE NOTED. Building Thermal WOOD FRAME C402.1.2 MIN.R-20 I Envelope WALL R VALUE R-25 SEE DETAILS 2225 CALVES NECK RD. �s 22. THE G.C.SHALL PREFORM HIS WORK SO THAT MINIMUM DISRUPTION IS CAUSED TO THE OWNER,AND PORTIONS OF HOUSE (ACCESSORY WOOD FRAME C402.1.2 Southold, N Y 11971 WHERE THERE IS NO WORK MIN.R-49 APARTMENT CEILING R VALUE R-49 SEE DETAILED 23. THE G.C.SHALL ATALLTIME KEEP THE BUILDING WATERTIGHT,SECURE,AND SAFE FROM OUTSIDERS. ONLY) �� 014883 CRAW C402.1.2 MIN.R-19 �9A O_ 24. THE G.C.SHALL SUPERVISE AND DIRECT THE WORK USING HIS BEST SKILL AND ATTENTION.HE SHALL BE SOLELY RESPONSIBLE SOACE R-30 SEE DETAILED FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,AND PROCEDURES,AND FOR COORDINATING ALL PORTIONS TOWN OF SOUTHOLD.1000 OF THE WORK UNDER CONTRACT.THE G.C.SHALL BE RESPONSIBLE TO THE OWNERS FOR THE ACTS AND OMISSIONS OF HIS C402.1.2U-Factor. U-Factor:.32 for Fenestration EMPLOYEES,SUBCONTRACTORS,THEIR AGENTS AND THEIR EMPLOYEES PERFORMING THE WORK UNDER CONTRACT. Fenestration .29 fo Fenestration SHGC: 0.40 25. THE G.C.SHALL BE RESPONSIBLE FOR ADEQUATE.TEMPORARY BRACING,SHORING,AND PROTECTING ALL WORK DURING Replacement SHGC:0.40 SECTION: 70 VBA Pre]#: Seal: CONSTRUCTION AGAINST DAMAGE,BREAKAGE,COLLAPSE,DISTORTIONS,AND MISALIGNMENT,ACCORDING TO STRICT COMPLIANCE Fenestration NA NA BLOCK: 04 VBA WITH THE NEW YORK STATE BUILDING CODE AND ALL OTHER APPLICABLE NATIONAL,STATE,AND LOCAL CODE,AND GOOD Air Leakage378.2 CONSTRUCTION INDUSTRY PRACTICE. LOT'. 45.3 Dra 26. THE G.C.IS RESPONSIBLE FOR ALL DAMAGES(INCLUDING STRUCTURES,FINISHES,UTILITIES,EQUIPMENT,VEGETATION,ETC., Mechanical& a ticked. SCHEDULED TO REMAIN)OF EXISTING PROPERTYAS A RESULT OF HIS WORK,HIS WORKMANSHIP AND SUB-CONTRACTORS.THE G.C. Service Water ZONE: R40 VB SHALL PROVIDE ADEQUATE PROTECTION FOR THEIR WORKAND BE RESPONSIBLE FOR SAME.THE G.C.SHALL RESTORE TO ORIGINAL Heat ng EXISTING SYSTEM TO FEED NEW BASEBOARDS. CONDITION ANY EXISTING ELEMENTS DAMAGED AS A RESULT OF HIS WORK THE G.C.SHALLALSO PROTECT EXISTING OCCUPIED AREA Systems FROM ALL DUST AND DIRT. Lighting& A MINIMUM OF 90%OF BULBS IN PERMANENTLY LOT AREA: 40.162.05 SQ.ST. 27. THE G.C.SHALL COMPLETE ALL WORK IN A MANNER THAT CONFORMS TO THE MANUFACTURER'S INSTRUCTIONS AND TO THE Electrical Systems INSTALLED FIXTURES SHALL BE HIGH EFFICACY UPLAND LOT AREA: 37,267. SQ.ST HIGHEST INDUSTRY STANDARDS. ENERGY CODE COMPLIANCE INSPECTIONS EXISTING ROOF DATE THE G.C.SHALL COMPLEEE TION A MATERIALS AND WORKMANSHIP AGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM THE Building Thermal C402.1.2,C402.2 4,947 SQ. FT.OR Vend Benic AIA, DATE OF SUBSTANTIAL COMPLETIONANDACCEPTANCE BYOWNER. ASHRAE 90.1-5.5,5.6 OR STRUCTURES, 13.3%OFLOTAREA NYS#0148113 Envelope Buildings Above RA2:Insulation placement 11;5.8.1 WALKS, PATIOS, EMERGYCODES., Grade Mass and - Drawing Title STEPS, LANDINGS Kaplan Residence 1.CONSERVATION CODE OF THE STATE OF NEW YORK LATEST EDITION. Fenestration IIA3&IIA3:Fenestration C402.3 AND DECKS: TO THE BEST OF MY BELIEF AND KNOWLEDGE,THIS SET OF DRAWINGS MEETS OR EXCEED THE REQUIREMENTS OF THE ENERGY Replacement U-Factor and Product ASHRAE 90.1-5.5,5.6 OR 2225 Calves Neck Rd. C Rating Southold,NY ttB7T 2. TO THE BEST OF MY BELIEF AND KNOWLEDGE,THIS SET OF DRAWINGS MEETS THE REQUIREMENTS OF THE RESIDENTIAL CODE TOTAL PROPOSED 6,769 SQ.FT. TOTAL Drawing Title OF THE STATE OF NEWYORK LATEST EDITION. Mechanicaler ice AREA:DWELLING, COVERAGE TITLE SHEET/ Water Heating SHED 3 ALL WINDOWS AND SKYLIGHTS SHALL BE DOUBLE GLAZED,AND WEATHER STRIPPED,AND ALL DOORS SHALLALSO BE WEATHER Systems N?A OR. GENERAL CONDITIONS/ STRIPPED. Lighting&Electrical WALK&STOOP, 18.1%OF LOT AREA ENERGY CODE 4 ALL NEWAPPLIANCES,AND ITEMS SPECIFIED SHALL MEETTHE ENERGY STAR. Systems N?A HOUSE ADDITION, EXT.SHOWER, FEAR Drawing Number NYFcc rOMP11ANrFIAN�F DECKS, POOL, POOL TO THE BEST OF MY KNOWLEDGE,BELIEF&PROFESSIONAL JUDGEMENT,THIS PATIO T 100 APPLICATION IS IN COMPLIANCE WITH THE 2020 NYECC. S.C.T.M. NO. DISTRICT: 1000 SECTION, t t A t\ \ c a r \t L ►"�Y (� VINCENT BENIC ARCHITECT ••+ 2¢4 r>8 /�J / I—adi^Gn.lcl n Southold ONY 1i971 . 0� eeQC ` �.�T 917414-1925 FND. � .(�/ - MON. 00•E �RpN k, ,�C 1210'721. DECADDITION APPROVAL CIO ISEDADrn eom 0511222 REVISEDADDITIONDECECAPPROVAL OF R M 7 12(10/22 TRUSTEE POOLAPPROVAL I ♦\O M.H. Pq� Airy \ ` MFNT 81 NF1NW ISSUED FOR PRICING •QJ \ 1210324 NFWWISSUED FOR PRICING ELEC. \. i .7RANS.�\♦ [41825 BDPERMITSUBMLSSION -- \�`�- G 167��, \♦♦ - - - - Drawings&specifications as Instruments of professional service - are,and shall remain,the property of VINCENT GENIC ARCHITECT. No reproduction,In whale or in part,shall be made --- -} ----- \c - -\ \♦ I I -- without the written authorl.tion of VINCENT BNIC ARCHITECL to PROx:. OcanON \ I This document Is Intended solely for the construction of the OFNEW A4 SANITAR FC+ BFLC. BLK. project named herein and shall not be used by any other parties SEPTIC-SEE \ I I APRON o SCTM#1000-70-4-45.3 for any other construction without the written consent of JOSEPH FOSCHRTTI, \ y I VINCENT BENIC ARCHITECT. PESCHDAPPROVED DRAWING �i _ I 3. 'E o: REVISION: 4/23/25 '-r---- - BELG. BLK. CURB i I Z-% REVISED PATHWAAY BETWEEN NEW I - AREAOFGRouND \�` 'k1� BLUE STONE DRIVEWAZ I i 0 10 20 30 FT POOL FENCE AND DRIVEWAY FROM DISTURBANCE gocF'N y ♦ I I �� BLUESTONE TO PAVERS TO MATCH \\ ♦ m I NEW POOL PAVERS. \\♦ EXISTI G SEPTIC ➢ �^ NEW STORM WATER ti�♦ I I ' 87C4'X4'D.DRYWELL 1 (�<'� 1 EXISTIN�G,,f, � O A m EXPECTED ROUND , `♦OVE1 TO BESEPTIC7FA&D z m WATER 100' WETLAND SEThCK jq 85.1 ` 24.9' ♦\ 03 \1", 1 E $ LAND N/F _ - - - % wee \ —+ z OF ZONE X - 1 7� OfTG 17 `) �� ro t I 24,3' 1 o LICALZI 1 seao w I I I \\ o NGVD1929 DATUtu1' 'n I u, G CAR ( ' a 1 SLATE I a GARAGE 1 Zr, o % vn GF(1 1`.6) a BOUNDARY 1 - srooP q I �o c EXIST. CONC. WALK FIRM ZONE \ J NEINADDITION 30.5- POOLECUUVMIT 1 i TO BEREPIACEDWMEW ZONE VE EL 14 1 / TRUSTEE PERMIT - ll N6 10pt4 to W 4N PAVER S TO MATCH POOL PAVERS LAND N/F ar POO FP E.. ptjl OF 56.5' ITIONi.\ . °G^� EXIST. SHOWER RED A& ANDERSON a ,i seoDasalro0005 1 DWELLING s.9'xss' cJ-(�G /�1 p cyi LINE OF HAYpeic - -\ AND SILT FENCE /�2225 , C3: !�� V`v 21.1' FFL(13.2) 234 - e EXISTING SEPTIC CE402 (5.7) ChIGRADS _ 1 Z]AO PRECATESTODW _ \ — SYSM `EXTEND NEW NON TUIR 1` rac 35.2' y- _ .S'E VEGETATIVE BUFFER �� ``I `♦ �� — 7 3.2'E ' TO MIN.10 FROM % .®p STONE BREAK WALL V o' (TYP) ` �/t� .- -.. _ _ Iaro SP1 o F(iGF. C ^ry y XISTING, % NEw PRSusr Y 'Q'Q° ��a GP �ti 014.8a*,"'' Z E R ENT. % s'sreR IEXI-IN `QQ�Q', 11 o, e�� 1• T LANOWAPoD FDGL O' TIDAL %� �V^ % , q .z ?• rya' WETIANDS AS OFTERMINED BY ro O NEWC aRYREf1 -Qp - Q❑ _ _5� iaRSwmuwo sUFrO!.K NVIRONMF.NiN-. qy ♦ �QQQ©BQQ EIO�CJ� -- - CONSULTING. !Nc. ------ .�XISTINGNON `�pOOL JULY 8, ^022 FND. RF----- ``` 1�.,. i.. 1 -•-•_� MON. VEGETATIVE �� 1 ♦� jNEWPOOLIDECK� BUFFER `� PATIO 1 �--- 7RUSTEEPERMIT '�� No.fD312 L VBA Pro1#: Seal: `♦ NOTE:AS PER SURVEY �� t:� 1 1aYKENNETHVVOYCHUK REPLACE _ t•_^ O ." REVISED ------ CQ ENW1twgY/ DEC Permit 378.2 J /- wmRrr<w�� m+� .CP t NEWPOOLIDECK LANDWARD EDGE OF TIDAL i DEC Permit ID Drawn: JOCK VVETLANDas DETERMINED BY 1 *FLAGPOLE UN OF HAY o � f-4738-0389tAM05 WN _ `.SUFFOLK ENVIRONMENTAL / `i' Checked: MH 3r ONSULTINGINC.ON71822 I AN SILT oo ;MODIF;CAAON NO.f� VB W- OCT,5,�2D2D' EXISTIN �- -- - - MHw DEC.`:7�:2Q2_- TURF $ i/ VEGETATIVE 1 ,90 41'- BUFFER � EXISTING,NYSDEC L07 COVERAGE ,96•, f TIDAL WETLAND SOU A Rr BASED ON UPLAND LOT AREA 38 538 S F S�j, I G i0E OF ROCK WALL �, FE DWELLING:-3142 S F `S�', " I 0.2'E Vend Benlc AIA, SHED W/ROOF OVERHANG: 221 S,F. JOCKEY CREEK " OP NYS#014883 FRONT WALK & STOOP:,320 S.F. 06' Drawing Title REAR DECK;; 279 S.F.::, ll' Denise&Larry Kaplan Residence OUTDOOR SHOWER:' .39 S F. r, CELLAR ENT.,CONC. WALKS--AND-PATIO:-907 2225 Calves Neck Rd. OUTDOOR SHOWER: 39 S.F. _ 4 rt - - ` - - _ _ _ - . 89.55 Southold,NY11971 '29'�Y ____-.__. �'- Drawing ntle EXISTING TOTAL: 4947 S.F. or 12.8% R V PROPOPROPOSEDED S REAR ADDITION: DECK:582 S.F. JO CKE 1 CREEK y EXISTING TOWN OF SOUTHOLD LOT COVERAGEAGE SITE PLAN BASED ON UPLAND LOT AREA 38,538 S.F. PROPOSED TOTAL: 5626 S.F. or 14.6% DWELLING: 3142 S.F. Drawing Number o m SHED W/ROOF OVERHANG: 221 S.F. DATA TAKEN FROM SURVEY AS PREPARED BY 3° REAR DECK: 279 S.F. [�^ KENETUCKNY CHUKLS F�par�ys�s• 0 0 OUTDOOR SHOWER: 39 S.F. Sr_ 00 3 (FULL SURVEYATTACHED)DATED DEC.7,2012 e EXISTING TOTAL: 3681 S.F. or 9.55% 0 ISTING 3 TREES TO OWNER BE REMOVED f OCCUPIED SPACE. PROTECT FROM DUST NOEL FINISHES.NOT TO VINCENT GENIC ARCHITECT BE DISTURBED PO Box 92,soutnole NY 11971 i www.vbarch.com 9174%1925 - ---------------------------i --'"- ' ' ; ; Issued/Revision EXISTING TREES AND BED RM BED RIUi 8l1224 NPWW ISSUED FOR PRICING EXISTING SEPTIC SYSTEMJB(E 12/3/24 NFWW ISSUED FOR PRICING UNTIL NEW SYSTEM IS TO ,SAL AGE EXISTING,_ 04/18/25 BD PERMIT SUBMISSION INSTALLED. TO BE TOILET FORREUS_EANNEW BATHROOMPROTECTED IN THIS AREASEE SITE PLAN FOR SEPTI REMOVE EXISTING EXTERIOR WALL _ INSTALLATION AND ALSO FOR EXPANSION OF THE EXISTING- - BATHROOM.SEE ARCH DWGS.I` 1 DEC/TRUSTEE APPROVED PROVIDE LINTELAND BEARINGAS,. PLAN PER STRUCTURAL.6 —► EXISTING WALKWAY EE SANITARY SITE PLAN AS ; TO BE REMOVED. CLOSET CLOSET ; SEE DRAWING A-101 Drawings&specifications as Instruments at pmfesslanal service REPARED BY JOSEPH I NEW WORK are,and shall remain,the property of VINCENT GENIC ISCHETTI,PE.DATED 7/15/21 REMOVE EXISTING WINDOWS AND INSTALL NEW WINDOWS. ARCHITECT No reproduction,In whole or m part,shall be made TEMP.WALLS W/ SEE DRAWING A101 FOR NEW WINDOW SCHEDULE IN without the written authorization of VINCENT BENIC ARCHITECT. OR NEW SANITARY SYSTEM a EXISTING OPENING This document Is intended solely for the construction of the NSTALLATION-COORDINATE LIMITED ACCESS 1 o project named herein and shall not be used by any other parties AND DUST EMOVE EXISTING WINDOW AND INSTALL NEW GARAGE for any other construction without the written consent of (PING INSTALLATION AND TH RM BARRIER NOT LAUNDRY SMALLER WINDOWS.SEE DRAWINGA101 FOR NEW VINCENT eENIc ancHrrEcr EXISTING FOUNDATION ATTACH TO FLOOR WINDOW SCHEDULE IN EXISTING OPENING. FILL-IN ` REMAINDER OF THE TRIMMED OPENING WITH NEW l� ;1 STUDS,INSULATION,SIDING TO MATCH EXISTING. - PAINT. F (I --------- --.,, W _ _ _ ___ EXISTING WOOD POSTS AND REMOVE ALL EX ;, ---- - �FASCIA/SOFFITABOVE THEi- ° '11 WINDOWS INTHEAREA0 ___ __- I1 1 OPENING ARE TO ------ -- --- --- , BEI MASTER BEDROOM AND ;; KITT H N -------____-, REMOVED VER FYAND TOILET.PROVIDE NEW DEMOLISH ALL CABINETS, OPENINGS IN EXISTING N �THI F'-_---- F COUNTERTOPS, INFORM ARCHITECT OF OWNER WALLS,INCLUDING " " OCCUPIED LENTILS.SEAT FLOOR ______ --`__=_ -- `—' i u S IyY+ 1 CLOSET REMOVED ALL TRIM, ,FOR BEARIN SPACE. G PRIOR TO A ---' °-'' —4 CLOSET DOOR AND FINISHES - -r PROTECT PLANS FOR LOCATIONS, ----- --"--"- ---t__"-""�_--_-- 1 !DEMOLITIONS]'" 1 I _ -----• DOMTD_R'Ll1DS, _ _.,.. FROMDUST o SALVAGE APPLIANCES :- FINISHES.NOT IN THE EXISTING MASTER 1 1 1 NOEL FOR REUSE _ __ ___ TO BE BEDROOM. CLOSETAND BED RM MASTER FNEW ROM p. DISTURBED BATHROOM:REMOVE ALL GYPSUM BD.TO WOOD BEAM_SEE 1 1 STUDS AND CLGJOIST. STRUCKDWG 1 1 1 /� �s�EREpq REMOVE EXIST.INSULATION i _ ETC.REMOVE ALL FLOORING -- - ---------- MITEDA �G JENC►Q .. .. TO SUBFLOOR.PREPARE ;; 1' WITH O R ` �� ROOM FOR NEW ;1 1 IT THE INTENT OF THE OWNER TO VISIT THE y APPROVA ND. INSTALLATION AS SHOWN ON 1� PROVIDE TEMPORARY PROTECTION/BARRIER TO - SITE/HOUSE ON PERIODIC BASIS TO SEE DUST BAR E .�BED'RM- �0—W DRAWINGS. i OWNER OCCUPIED SPACE.PROTECTALL FLOORS ETC. THE PROGRESS OF THE WORK.IT IS THE / IN A HALLWAY KITCHEN AND ALL ADJACENT AREAS WIT FLOOR .. INTENTION OF THE OWNER TO STAY IN THE HEAVY DUTY MASONITE WITH TAPE SEAMS HOUSE. REMOVE ALL EXTERIOR 1 I ALL SERVICES SHALL BE MAINTAINED TO THE �+ FINISHES DOWN TO BATH RM,... GARAGE,BEDROOM BA7HROOMAND �• '^ WOOD STUDS.REMOVE 11, HALLWAY ON THE EAST SIDE.THEREFORE,HE ALL INSULATION. / on the SANITARY PIPE/N THE PREPARE FOR NEW EXIST LIVING RM NOT TO RELOCATION ---_ _aae _--: ----•_ 1 BASEMENT TO THE WEST SIDEAND INSTALLATION BE DISTURBED,AREAS A PROTECT CONNECTED TO THE EWST/NG SEPTIC �TF�r4883 RE VE ALL EXISTING ALL AREAS AND ACCESS S DEMOLISH UPPER AND l WER DECKS,STAIRS, SYSTEM ON THE Z�PRWEST SIDE OF THE D PUMPALL OFNEW YO�� WIN OWS IN THE AREA TO WINDOW WORK OF STER BEDROOMi ; PLATFORM,FOUNDATIONS,FOOTINGS AND NOTEI EXISTING ATTIC i WALKWAYS AND PREPAf D FOR THE WORK E WASTEWA E l'VEST SIDE FOR TOILET.PROVIDE 1Y ELECTRICAL AND PUMA EEDED VENT ON THE WEST {' SEE SEPTIC SYSTEM DECDE IGN FOR REMOVAL OF NE OPENINGS IN ELEVATION TO BE 1' ; ISTING CESSPOOLS IN THIS AREA EXI TING WALLS, SEALED OFF. PROVIDE _ I-"'-"----- 1 3VBA Pro?#: Seal: LUDING LENTILS. ARIDGE VENTAS PER REMOVE EXISTING GYP BD AND INSULATION, BLINDS, i' 1 SEAT FLOOR PLANS NEW DETAIL IN EXIST. 1'; MOTOR,VALANCE,AND TRIM FOR SAFE STORAGE. 1 UPPE EXISTING BLUESTONE PATIO TO BE REMOVED Drawn: FOR LOCATIONS, ATTIC 1 REINSTALL THE BLINDS AND ALL MATERIALS AFTER THE 111 DECK AND STONE OR TO BE SILENCED.REINSTALL wN 1 WINDOWS AND THE FINISHES ARE COMPLETED.SEE A-103 1;1 STONE IN WALKWAY SHOWING ON DRAWING Checked: REMOVE 3 MAJOR „i FOR SCOPE. PROTECT THE EXISTING EXISTING „ 1 A-101. POWER WASH AND CLEAN STONE VB TREES AND 1 MINOR INtv THISAREA REMOVE ---------- 11 ON I ALL SHRUBS AND ----- --------------------------------------------------------------• ______ _____ ______ _____ _____•__ eeeee __... ---_�_ .____. ___ _____ .. eeeea .... -.-•_ __ _____ ____ __ ____ _______ _____ BUSHES IN THIS AREA.. ---I REMOVE 4 EXISTING WINDOWS REMOV/ 2 EXISTING WINDOWS -' r AND THE WALL SUPPORTS AND THE 3 WALL SUPPORTS AND THE WALL SUPPORTS LONER ' ' THE OWNER.THERE ARE 4 SANITARY Vend Genic 3AIA BETWEEN THE WINDOWS ARE TO BETWEEN THE WINDOWS.VERIFY BETWE N THE WINDOWS ARE TO 1 1 __ _ ______ POOLS IN THIS AREA/.WE ARE TO BE NYS#014883 DE�K 1 1 , L PE ----- REMAIN UNDISTURBED.REPAIR 1 LINTEL BEARING CONDITION REMAI UNDISTURBED.REPAIR 1 I 1 SANITARY SYSTEM DESIGN DRAWING. Project AND PREPARE WINDOW ROUGH `---' --_"'-_"- ABOVE PRIOR TO ANY REMOVAL.IF AND PREPARE WINDOW ROUGH OPENING FOR NEW WINDOW NEEDED,SHORE THE WALL ABOVE OPENIN FOR NEW WINDOW Kaplan Residence INSTALLATION. IN NEW LINTELS AND POST INSTALMTION. f 2225 Calves Neck Rd. AS PER STRUCTURAL DRAWINGS. EXIST( DOORANDADJACENT - "- '"-"---' REPAIR WINDOW ROUGH OPENING WALL CFO - -;- --- t--------- -__ ! DEMOLITION 1st FLOOR LAN Southold,NY 11071 FOR NEWWINDOW INSTALLATION. INSTALLATION A NEW DOORANDII /' I SIDELK#HT.SEE ELEVATION AND:; Scale: Drawing Title ' ' ' ' '� DEMOLITION FIRST PLAN,NEW LINTEL 1`--- a-i-------t---------------- -- 0 1 2 34 REMOVE EXISTING WALKWAYS FLOOR PLAN FROM DECKTO THE DOCK SEE A-101 FOR NEW WORK IN THIS AREA-REMOVE ALL TREES, Drawing Number PLANTINGS AND PAYMENTAS NECESSARY TO INSTALL NEW WORK CONTRACTOR TO MARK THE AREA TO BE REMOVED AND D-101 OBTAIN APPROVAL FROM OWNER PRIOR TO REMOVAL. N7BA. VINCENT BENIC ARCHITECT PO Box 92,Southold NY 11971 www.vbarch.com 917414-IM Issued/Revision --------------- +, 8/12124 NFWW ISSUED FOR PRICING 1213124 NFVWV ISSUED FOR PRICING O EXISTING 3 TREES TO 04/18/25 BD PERMIT SUBMISSION BE REMOVED,IF NECESSARY EXISTING TREES AND EXISTING SEPTIC SYSTEM(UNTIL NEW SYSTEM' _•' _ ___ _ IS TO BE INSTALLED). TO BE PROTECTED IN THIS AREA-SEE SITE --------- PLAN FOR SEPTIC INSTALLATION AND ALSO DEC/TRUSTEE APPROVED PLAN SEE SANITARY SITE PLAN AS PREPARED BY JOSEPH FISCHETTI, Drawings Q specifications as Instruments of professional service PE.DATED 7/15121 FOR NEW are,and shall remain,the property of VINCENT BENIC SANITARY SYSTEM INSTALLATION- ARCHITECT. No reproduction,In whole or In part,shall be made COORDINATE PIPING INSTALLATION 2'-8" without the written authorization of VINCENT GENIC ARCHITECT. AND EXISTING FOUNDATION This document Is Intended solely for the construction of the EXIS71Nd, project named herein and shall not be used by any other parties CRAWC'SPACE for any other construction without the written consent of VINCENT GENIC ARCHITECT. 24 X 24 RAIN GUARD EXIST.AC UNIT TO BE RELOCATED VENTED EXIERIORACCESS AWAY FROM NEW FOUNDATION DOOR ,UNEXCAVATED 12"CONC (e",ABOVE GRADE) REVISIONS 4P23/25 FOUNDATION WALL WITH LOCKING T-HANDLE- SALVAGE BLUESTONE AND A 24"FOOTING. 1 WB,EXT 1400 SERIES BY :,' PAVERS IN THIS AREAAND SEE STRUCTURAL A2o3 LERIC BROS.CORD of DISCONNECT EXISTING BYTRE ON THE OWNER DWGSDIRECTED ---- DWGS r --- 1 PLUMBING FROM ABANDONED 4'CONC SLAB SEPTIC SYSTEM.PROVIDE NEW ON TOP OF 10 %---- -----------------""- "----"- - EJECTOR PUMPAND SYSTEM CRAWL SPACE as:.,.::<..,.:;;;::, :>ra s FNEW POST FROM RIDGE DESIGNED BY MANUFACTURER MILVAPOR ;,, ?SI"�itl1aYYALLi18 ;f;(kl1�VkGf= EAM-SEESTRUCT.DIM3, ;•AND INSTALLED BY PLUMBER - BARRIERAND4' (510 SF) f : TOILE BCLOSE IN GYP.BD. �S SST OL ELECT. CONNECT NEW PLUMBING TO �......P$4/MB1f!It311GiI>'i:>'::.4:., POROUS FILLf RM THE EAST SIDE OF THE HOUSE CONC PIERS :. : AND CONNECT TO MEW SEPTIC', AND FOOTI ratter a CE EXIST. SEE Q `4`>" ""`` u ,r L SYSTEM. PLUMBER T e^ {'`` "f:;'<> ' ;- cl PROVIDEWARRANTYO 'z.. L' GIRDER (-.•-STRU I CONCRETE IQ ft3�I'FI R-M`-. ----- - •-- - BEUCKT6-- "'""` ,©"''..,;<Y'`.; $s EXIST MEDIA ROOM FLOOR SYSTEM FOR 2 YEARS. -I '----' E4 .. F SMART FLOOD/ IspSiYiAR kE '". a FILL IN THE 14 Isl;,Pt;,w VENT LOUVERS 5 �c OPENING_ "' „w �EJXIST z<'!!A(I. ��, .: :��:,>,�<:�. ::rR.;s,:>�.<.::'r%i;;: EXIST TOTAL- 1 'y REMOVE ja� 1 STORAGE ER 1�1bt1(/itiris`aCElls!AINC7i> ', " PT WOOD POST AZD4 O� ANDSILL. €v!1(,; Gl{ f, A204 fRED 4R25 sC1 6R. S�k' l7tf�A�L t"<. DOUBLE JOIST UNDER STAIR ON TOP OF CONC �SRC u derjoINSULATION CtVI( s:: JbT:)EwG#1C&BA <^ 118"DSUMPPITFORASU ;. h . ; :t,,; :,, PLATFORM AND RISER IN BOTH PEARAND ( $�C PUMP TO BE SELECTED BY - - W/VAPOR' n.*, :, :< ;: ' EXIST. DIRECTIONS FOR THE STAIR FOOTING FOR BARRIER ?:.?>:g:: xa%F3s>:v.y;<^' .f,.':s„s;ss::;' OFFICEAND �� _��_ PLUMBER. " ::::.:.... :.: - ;- ----- - -- - ----- - -.- ::.,3ss>:>.>:,<..;;,:;...::«..:: / __ - STAIR. STAIRi CONN.PUMP TO DRAIN a PROSTIEC�TALL URAL - If STPIPE HIGH THROUGH _;; ___ __________________ __ FINISHES IN ____--__ ______ _ 1 FOUNDATION WALL ---- - ----- ' EW PLUMBING TO ' „ OCKW OL OVIOEAB' 1 +�i rr. 11 1 1� ROCKWOOL SOUND RUN ALONG THE THIS ROOM 1 --- I r I BLUESTONE i / "-- L p � • .,�� I'. '� 1 ;I DWqS ATTENUATION BLANKET WITH WALLANDAND , r1 I PAVERS IN THIS I - ABOVE- Ire RESILIENT MTL CHANNE4 FURROUTASABOVE EXIST.CLG. A300 1 i1AREiAAND I I ____ SMART VENT I 1 F --------- ------- i R02,22GA SECURED TO JOIST NEEDED. EFORE ( 11 1 STORE ON SITE i 1 91 11 1540-510 DUAL - ---- -------------- �_�: AND 12•GYP.BD. WORK B BE 1 0 "-S-ii I AS DIRECTED BY r� UNDEIQ THE JOIST --------- ---- ;__�--;-1t,THE OWNER i r - 1 PROVI E"V"CROSS FUNCTION COORDINATED STORAGE i '•---------•' -- -----------------4- '-------rn _ _ ,®, 03 BRACT G OF DECK TO WITH THE OWNER i�-�-�: ___ ____�- F 4 FLOOD VENT, AND THE I _ _--- y STAINLESS ARCHITECT I 1 NEW - o PREVPINT SWAY VBA s: STEEL PT WOOD POST NEWADDITION EXIST.HOUSE DECK 37e.2 Drawn: ON TOP OF CONC _ ABOVE. ;j 1 WN PIERS AND 1 1 -- GIRDER ,L _ „ 1 -----�-C[ Checked: A203 ;--- - - -h8-------------- FOOTING --------- v6 UNDER THE JOIST -'::__'--____--__ ---__-____- __-_________________________'_"u. i STRUCTURAL PROVIDE WOOD"V" - DWGS CROSS BRACING OF - UP , 4/DECK TO PREVENT - - _____----- SWAY PT WOOD PC ST PT WOOD POST ON TOP OF CONC ON TOP OF CONC PEAR AND PEAR AND FOOTING FOR FOOTING Vend Benic AIA, STAIRAND SEE NEW POOL NYS#0148b3 PLATFORM STRUCTURAL. Drawing Title SEE DWGS Kaplan Residence STRUCTURAL. DWGS 2225 Calves Neck Rd. Southold,NY 11971 NOTE Drawing Title IT THE INTENT OF THE OWNER TO VISITTHE SITE/ HOUSE ONA PERIODIC BASIS TO SEE THE PROGRESS OF THE WORK IS THE INTENTION BASEMENT PLAN OF THE OWNER TO STAY IN THE HOUSE ALL SERVICES SHALL BE MAINTAINED TO THE GARAGE,BEDROOM BATHROOM AND HALLWAY ON THE EAST SIDE.THEREFORE,HE RELOCATION on the SANITARY PIPE IN THE BASEMENT TO THE Drawing Number WEST SIDE AND CONNECTED TO THE EXISTING SEPTIC SYSTEM ON THE WEST SIDE OF THE 0 1 2 3 4 5 6 7 8 9 10 FT PRIORITY.PROVIDE PUMPAND PUMPALL THE ELECTRICALAND PUMP AS NEEDED A 100 WASTEWATER TO THE WEST SIDE.FOR MY _ GENERAL NOTEI C&LL KEY: TYP FOR ALL SHEETS IN THE ATTIC ABOVE THE MASTER ADD ALTERNATE, GENERAL NOTEI EXISTING WALL TO REMAIN BATHROOM AND ADDITION, PROVIDE A SEPARATE COST BEYOND THE ALL NEW WORKAND AND ADJACENT 2 N7& PROVIDE A 24 INCH PLYWOOD 5/8" NEW WORK SPECIFIED TO: SURFACES, IE:SHEET ROCK,TRIM, EXISTING EXT.2x4 WALL TO RECEIVE NEW 1'SPRAY WALKWAY FROM THE EXISTING PAINTALL EXISTING EXTERIOR SURFACES TO SHINGLES,SIDING,ETC, TO RECEIVE------; FOAM WITH 21/2"MINERAL WOOL INSULATION.WR ATTIC TO ALL EQUIPMENTAND MATCH THE NEW WORK.SHINGLES,TRIM, MINIMUM SPACKLE,PRIME,AND 3 COATS ; 5/8"GYP BD. VINCENT BENIC ARCHITECT DUCTWORK TO THE ENTIRE SOFFIT ETC PAINT.REPAIR WORK TO THE HIGHEST LENGTH OF THE ADDITION. INDUSTRY STANDARD. ' EXISTING INTERIOR WALL TO REMAIN.ADDS" PO Box 92,Southold NY 11971 5 ROCKWOOL SOUND ATTENUATION BLANKET WITH 1/2" www.vbard,.mm 1 RESILIENT MTL CHANNEL-RC2, 22GA SECURED TO 917s14d9u A102 EXIST. EXIST. EXIST STUDS AND 518"GYP.BD. Issued/RevWon BED RM BED RM NEW WINDOWS TO BE NEW WALL 2X4@ 16"OC. ADD 3"ROCKWOOL 7/29/24 PROGRESS DRAWING MODIFIED AS NEEDED TO FIT IN 4 SOLIND ATTENUATION B LAN KET WITH 1/2"RESILI ENT MTL EXISTING OPENING. CHANNEL-RC2, 22GA SECURED TO STUDS AND 5/8" 8/12124 NFWW ISSUED FOR PRICING ———————————————————— ———————————— ----� NEWTRIM TO MATCH BE FITTED GYP.BD.ON EACH SIDE 2V-2" 2'-8" -- `► • --• NEW WINDOWS AND MEET EXIST 12/3124 NFWW ISSUED FOR PRICING SHINGLES. CLOSET CLOS 04/18/25 BD PERMIT SUBMISSION � AREAOF -'�� NEW WALL 2X4 @16"OC.W/518"GYP.BD.ON EACH / 1 ADDITION 1 `\ 1 SIDE 1 A203 FOR I I EXPAND I NEW . LAUNDRY I._ A-303 GARAGE NEW WALL 2X6 16"OC.ADD W ROCKWOOL 1 BATHROOM 1 I -" _ @ 1 I , EXIST• 1 SOUND ATTENUATION BLANKET WITH 5/8"RESILIENT MTL 1'-SYz , • GYP.BD.ON EACH SIDEL-RC2, 22GA SECURED TO STUDSAND 5/8 1 _ / w-07 i W-07 W 0 -0 1 EQ. ' ; EQ -" "-' 1 I 1 - b -,' ~ - REMOVE EXISTING GARAGE WALLGYP. 3 3'6" 8'-2 0 8'-5�" , tI �+i BD FROM EXIST.2K4 WALL TO RECEIVE NEW EXTERIOR WALL; SEE DWG A203 FOR TYP Drawings&specifications as Instruments o9 professional service 9t�"I 1 t NEW I'SPRAY FOAM WITH 212• SPECIFICATION AND DETAILS ARCHITECT.are,and shall reproduction,n whole remain,the property of fr In part,CENT BENIC be made MINERAL WOOL INSULATION.WR 5/9' CLOSET � TGi1• TO'BE � I GYP BD. without the written authorization of VINCENT BENIC ARCHTTECL ' , _,,. __ This doom t I Intended I ly for tha mnstrucUone f the >2101 E ED I _ VING T E E f ra/ect named hereinand shall not be used by any other parties EXISTING PA O B R MOVED 1 r any other construction without the written consent of VINCENT BENIC ARCHITECT.CLOSETS IN EXISTING BEDROOM j v c =„% , FROM NEW FENCE TO DRIVEWAY. PROVIDE NEW PAVING TO MATCH THE BED RM MASTERt 1 POOL DECK IN SAME AREA. REVISION, 4rz3/2s REVISED PAVING MATERIAL FROM POOL 4 FOOT HIGH ALUMINUM PICKET FENCE 1 FENCE TO DRIVEWAY.FOR MY NEW t A204 j A204 i i x 5 + PAVING SAME AS THE POOL DECK TO MEET NEW YORK STATE POOL FENCE -- �� --,� � ExlsT + :, REQUIREMENT.WITH3GATES QREVISED ALL GI'PSUMBOARD TOBES/8" __ MASER BATH IN EXIST t ♦ BED RM - IN LOU OF 1/2" BEDROOM t + IST. REMOVE EXISTING GARAGE WALL GYP. BD FROM t Z H 24'X 24"PORCELAIN PAVER (2DDSF 1 ! OUTDOOR CONCRETE BASE.SETAS PE 3 NEW V SPRAY FOAM WITHWWALL TOE RECEIVE BATH RM 3pt0^ ll SHOWER CONTRACTORS SPECIFICATI S. MINERAL WOOL INSULATION.WR 5/9- _ --------- -------------- — I GYP BD. �� --- CONCRETE SHALL BE 8"T. REINFORCED WITH STL REBASAS LIVING RM _ ._ .. NEW WINDOWS TO BE ------------- I I + + PER CONTRACTORS REQUIR MENTS. EXISTING OPENING, TO FIT IN 1 — EXIST.MASTER SUITE TO BE CONVERTED 1lj0 , I EXISTING EXTERIOR WALL TO RECENE — ,+ 1 BATHROOM AND CLOSETS 1 1 I NEW 1'SPRAY FOAM INSULATION WITH 1 w — 1- A-202 THE SYSTEM TO BE SET ON 6'i NEW TRIM TO MATCH BE FIRED TO rho — 1 2 10 INCH MINERAL WOOL.GYP BD. I LL I ; COMPACTED DRAINAGE FILL.I SH�GLEES OWSAND MEET t xlsnruG — EXISTING EXTERIOR WALL TO RECEIVE 1 1 NEW WOOD DECK NEW V SPRAY FOAM INSULATION WITH 1 1 I I Z rr j ; THE CONTRACTOR SHALL H� ♦ 2 1/2 INCH MINERAL WOOL.WR GYP BD. 1 1 1 EXISTING WINDOWS AND I I - (-14 from 1 ST. FL.) , t MINIMUM OF 3 PROVEN ♦ 15'-0" , A103 I 71 + � ADD ALTERNATE. FRAMING TO BE REPLACED m = 1 + PROVIDE N — I '1 0 —t + INSTALLATIONS SIMILAR TO TE Q -_-- PORCELAIN PAVE THE NEW WORKSPECIFIED TO: O -------------------1-----� D NEWADDITION EXIST HOUSE I , - 1 - SYSTEM.PROVIDE PAINTALL EXISTING EXTERIOR 1 j I ^ I + ISOUR E WARRANTY FROM A203 75'DEC 1 ", ' + "go WORK.CRACKING FOR WORK.SHINGLES, RI SOFFIT ETC SURFACES TO MATCH THE VIEW SETBAC ��- _ t w ++ THE INSTALLATION OF THE P ODUCT. LINE ----- ------------------�-- 1 200 REMOVE EXISTING STONE DOWN TO CONCRET �♦ / ., + .: #is— JT_6 DEXEND CONCRETE FROM EXISTING TC �APPROXIMATELY 16"ABOVE GRADE.DRILL 2 ROWS .- A 300 - -#5@12"OCSEELDOWELS. EPDXY INTO ------------------EXISTING CONCRETE AND NEW CONCRETE.ADD A 1 24 x 24 NEWPOOLpACRYLIC-POLYMER LATEX BONDING AGENT FROM 200 I ' A 301 ONEW TO EXISTING CONCRETE AS PER MANUR f PORCELAINw APPROVAL- ' TO + fSPECIFICATIONS. COVERALL CONC.AND 7�" 2g-0 BE FILED UNDER REINSTALL STONE AS PER EXISTING. l—_—_� PROVIDE A LIGHT WEIGHT FLOOD BARRIER BY �� . SEPARATEVL "AQUAFENCE"16"HIGH WITH ALL ACCESSORIES ` APPLICATION i�' 7� VBA Prof AND SEALS AT THE ENTRANCE TO THE STAIR,. Z24 X 24 PORCELAIN PAVER W/7.25" N , + O 37e.2 + Drawn: NOTE I TO BE DESIGNED BYAQUALIFIE LAWN STRIP - + �� Checked: \ � STOP TO BE REVIEWED WITH THE OWNER PRIOR TO START D HVAC CONTRACTOR. ;' _ E S O Checked: THE WORK. - _ �bnl �\ VB { FiED� -REMOVE EXISTING DUCTWORK IN THE ATTIC SUPPLYING THE NEW 8'.DRYWELL FOR I .,: 2 x 24' r. .. 10'-61g" ,_. _: 1� EXIST.MASTER BEDROOM I'M BATHROOM.CAPALL DUCTWORK SWIMMING POOL I 'r i + < - - \ PORCELAIN IA VE OZ AS NEEDED.PREPARE ALL WORK FOR NEW WORK.REPLACE ._ . _ �Uv 25"i _ m THE EXIST.SYSTEM. -- + HVAC:NEWADDITION AND A NEW MASERBATH -AIR-SOURCE tLAVVN S RI E HEAT PUMPS WITH HEATING COIL,MIN.SEER 20.MASER BATH 4 FOOT HIGH ALUMINUM PICKET FENCE "- f + Vend Benic AIA, SHALL HAVE SEPARATE THERMOSTAT CONTROLLING A VAV 7" NYS#014883 TO MEET NEW YORK STATE POOL FENCE BOX T USE AN ELECTRIC REHEAT SYSTEM OR A HEAT ,� _. . . .. ... ... ,: ., ... EXCHANGER WITH HOT REQUIREMENT WITH 3 GATES _ • A L/OWLA W EST SHREA: /Rg EI EAIR. SO�yPRO Ordwl" ' ALL DUCTWORK TO FOLLOW Kaplan Residence INSULATION SUPPLYAND RETURN AND SHEETMETAL DUCT- SEALING AND LEAKAGE REQUIREMENTS AS PER CODE. LINE in 2225 Calves Neck Rd. SUPPLYAND RETURN SHEETMETAL WITH 1 INCH ACOUSTICAL Southold,NY 11971 LINER.FLEXIBLE DUCTWORK SHALL BE LIMITED 9. PROVIDE A "P 24 X"24 PORCELAIN PAVER ON Drawing Title 1.5"SUPPLYAND RETURN DIFFUSER IS MANUFACTURED BY 24" 24 A SAND BASE.SETAS TINS SIMILAR TO FT15.ALUMINUM TRIM WITH SPACKLE FLANGE. WITH A PLENUM BOX. E IT CONTRACTORS SPECIFICATIONS. FIR T FLOOR PLAN PROVIDE POWER FOR NEW MASTER SUITE AIR HANDLER UN IN THE ATTIC AND THE CONDENSER ON THE OUTSIDE. PROVIDE A PROGRAMMABLE SMART COMPARABLE WITH I NOTE!POOL AND THE POOL DECK SHALT D 1 2 3 4 5 B 7 8 9 10 FT APPLE HOME KIT SIMILAR TO HONEYWELL HOME RTH958OWF Drawing Number THERMOSTAT. o BE LOCATED BY THE SURVEYOR IN THE MODIFY EXISTING SYSTEM TO ACCOMMODATE NEW WORK IN o FIELD BASED ON THE DEC AND TRUSTEE ++ .1 AP A_ O1 PROVED DWGS + 51_61/11 21 I_211 21—$III 7VBA —� FLOORING&TRIM NOTES& KEY: ---------; 1.SELECT OR BETTER RED OAK CLOSET CLOSET I i SIZE,THICKNESS AND FINISH TO MATCH EXISTING.PROVIDE.MIN.3 COAT,SAND,OIL W/UV RESISTANT. F" NOTE t---------- AREAS MEETING EXISTING,PATCH AND BLEND FORA SEAMLESS APPEARANCE. VINCENT CT PO Box e2,SENT BENIC C ARCHITECT NY 71RCHITE HVAC NOTES SEE -BASE-BACK PRIMED,TO BE 1/Y'THICKAND 2"H.PAINTED AND SPACKLED TO WALL. FILL FLOOR971 wwutholw.vbarch N DWGA-101 GAPS. ;;``-=�,- 917-4I4-1925 2.DOOR TRIM, BACK PRIMED,SHALL BE 117 THICK AND 21/2"H.PAINTED AND SPACKLED TO WALL.AT Issued/ed/Revision CONNECTIONS CUT ON ANGLE. FILL FLOOR GAPS. 3.ADD WINDOWS/SLIDING DOORS,RETURN SHEETROCKTO WINDOW.PROVIDE A BOND BREAKER BETWEEN WINDOWAND GYP.BD.. 1 04/18/25 BD PERMIT SUBMISSION �Y__.� PORCELAIN TILE AND SPECIFIED ONDRAWINGA-208 ,� EXPANDED ODOOR TYPE:SEE DRAWINGA207DOORSCHEDULEANDSPECIFICATIONS /A208 EXIST. /A206 O BATH RM 1'-5 i° A203 V o A LAUNDRY W ROCKWOOLSOUND ATTENUATION BLANKET Drawings&specifications as Instruments of professional service r WITH 1/2"RESILIENT MTL are,and shall remain,the property of VINCENT BENIC CHANNEL-RC2, 22GA ARCHITECT. No reproduction,In whole or In part,shall be made EQ!1 I I SECURED TO EXIST STUDS without the written authorization of VINCENT BENIC ARCHITECT. . ; _ 1 E(�, i'-n r n , r, This document Is Intended solely for the construction of the AND 1/2"GYP.BD. 8-rj project named he and shall not be used by any other parties ---� for any other construction without the written consent of , VINCENT BENIC ARCHITECT. 2" :3'-10"i 54' h wall A-2o1 OF ® DOOM CLOSETS IN E STI 4G BEDROOM TO IC (CLOSETF11 I UT 3Y OWNER) _,_ER z;<s WAI L SE NEW POST FROM RI E MASTER DETAILABOVE BEAM.ENCLOSED 1 GYP STRUCT D AR srnola BD. , - ! NEW POST FROM RIDGE Nt B E ' RM ; BEAM-SEE$TRUCT. N i DWGS.ENCLOSED IN GYP. O O 1 A204 3 / i 00 o o p tb i N CATHfiDRAL—// I B I ' Azoa s�s�. 15 CEILING 1 �q 014883 A80VE �� M�s; SAT IN EXIST / 00 VBA Proj#: seal: 378.2 A205 / Drawn: / WM Checked: ---------------- Al Dr 1 W-05 W-04 10'-14¢" Venci Benic AIA, NYS#II FLOORING&TRIM NOTES &KEY_ Prefect 0 PAINTED WALL, WOOD BASE&3 COAT VENETIAN Kaplan Residence I PLASTER SEE DWG A-204AND 205 FOR LOCATION, KITCHEN PLAN 2225 Calves Neck Rd. �� SPECIFICATIONS&NOTES 1 15 -0 Scale:1/2"=1'O Southold,NY 11971 NOTE.THE OWNER SHALL PROVIDE ALL PLUMBING FIXTURES, Drawing Title FAUCETS, VANIKSTIES/SINKS,SHOWER RACORFO SANDWAND ATIO MASTER SUITE 1 BARS,HOOKS ETC. TO THE CONTRACTOR FOR INSTALLATION 0 1 2 3 4 4 5 FT -200 23 —1 O EXISTING EXTERIOR WALL TO RECEIVE NEW 1'SPRAY FOAM PLAN WR WALL KEY- ' WITH 2 1/2 INCH MINERAL WOOL INSULATION.WR GYP BD. Drawing Number SEE DWG. A-101 A203 NEW ADDITION EXIST. MASTER SUITE TO BE CONVERTED TO BATHROOM AND CLOSETS A-102 i - '` -- --- -- -- ---- ----- •'-------- ,,—---- ---- -- --- VBA 1 1 1 I ' 1 VINCENT BENIC ARCHITECT 1 1 I PO Box 92,Southold NY 11971 A303 I 1 vmiw.vberch.com EXI S 917-414-1925 Issued/Revision 1 I C EN T© B 1 msnawoomuus CLOSET ' Inoµnaxv®uo 12/3/24 NFVWV ISSUED FOR PRICING *nJ 1 cower®No�— ' 04/18/25 BD PERMIT SUBMISSION 1 1 UP10ATTIC D11 I 'g 1 I I I - I I , I Drawings&specifications as Instruments of professional service 'I 110.,;, are,and shall remain,the property of VINCENT BENIC ARCH1TECr. No reproduction,In whole or In part,shall be made without the written authorization of VINCENT BENIC ARCHITECT. 1 _* This document is Intended solely for the construction of the for/ect any othe named nstruction without the w herein and shag not be ritten con by sent of er parties 1 VINCENT BENIC ARCHITECT. 1 1 1 � % EXIST EXIST BED RACED R REMOVE EXISTING BLINDS, MOTOR, VALANCE,AND TRIM AS FOR SAFE STORAGE. RING STORE THE BLINDS AND ALL BATH RM �G�SNc eF MATERIALS AFTER THE WINDOWS AND THE FINISHES ARE Q- o COMPLETED. w-ot 7k e --------------------- 014883 OF REMOVE' N�.{O REMOVE EXISTING WINDOW. EXIST. LIVING ; A207 REPAIR AND PREPARE RM ' WINDOW ROUGH OPENING — 1 FOR NEW WINDOW o�A INSTALLATION. ; EXISTING EXTERIOR WALL TO RECEIVE NEW 1' SPRAY I r VBA Prot#: Seal: FOAM INSULATION WITH 2 1/2 INCH MINERAL WOOL. ' 378.2 5/8" GYP BD. REINSTALL BASE, TRIM AND VALANCE TO ' Azo2 DraWMwn: MATCH EXISTING. ! Becked; VIF N Azo, 1 ' -------; --------------------------- - -------------- -------,------------2--0�yr,----------------- ------8,�;,�.,---------------- ------ ----------------------- 10-,7�° s��;° 2-osfs� r REMOVE 1/1 EXISTING ` _ WINDOW/DOOR. REPAIR AND NYS#014883IA, ---------------------------- ---------------------------------------- ----------------------- ---------- ' Project ------------ ------------------------- -------------------------------------------------------------------3;i-,i�;ir PREPARE WINDOW/DOOR FRAMING AND ROUGH OPENING Kaplan Residence REMOVE 5 EXISTING WINDOWS AND THE 3 WALL SUPPORTS 2225 Calves Neck Rd. 1 FOR NEW WINDOW AND DOOR Southold,NY„97, A2o�A BETWEEN THE WINDOWS. VERIFY LINTEL BEARING INSTALLATION. Drawing7ltle CONDITION ABOVE PRIOR TO ANY REMOVAL. IF NEEDED, SEE STRUCTURAL DWGS FOR LIVING ROOM SHORE THE WALL ABOVE INSTALL NEW LINTELS AND POST/ NEW FRAMING PLAN 1 CORNER BRACING AS PER STRUCTURAL DRAWINGS. 2� REPAIR WINDOW ROUGH OPENING FOR NEW WINDOW Drawing Number INSTALLATION. SEE DWG.A-207A FOR WINDOW ELEV. A-103 VINCENT BENIC ARCHITECT PO Box 92,Southold NY 11971 www.vbarch.com _ - 917-414.1925 Issued/Revision _1213124 NFWW ISSUED FOR PRICING_ . EXIST. � ,.`�"MST.-. 0411W5 BD PERMIT SUBMISSION BED RM:... ;..BED RM .. _ SET- ..-CLOSET 2" j cP IAdt �x LAUNDRY DrawingTi k,,s .z7tf r '::,-s�.E y 6 ... _ are,as specifications ndshall remain,the property of VINCENT f professional service BENIC�" ." I -` ,. - ARCHITECL No reproduction.In whole or In part,shall be made ' - without the written authorization of VINCENT GENIC ARCHITEL7. I v -� - *'",. :, K• -- -: _ - This document Is Intended solely for the construction of the 1 - ,. project named herein and shall not be used by any other parties I „� -�^' - %*. S _ - — ° • for any other construction without the written consent of VINCENT GENIC ARCHITECT. e � ��r ;- --►, s.— ,�EXIST : �` CLOSET 'ktTCHEN Ti7[ -'•-4 t�� - . RENOVATED ." � a ,.s EXIST g �a�zx f r _ BE0 RM * SATH RM x k k ..,..ram JewC I B NEW WOOD DECK NEW ADDITION EXIST. HOUSE NEW WOOD oecK ' 0 883 _ VBA Prof#: Seal: 378.2 NEW POOL �.---------- _ �,- Drawn: WM Checked: VB jEXISTI SHED` Vend Benlc AIA, NYS#0148I33 Project Kaplan Residence 2225 Calves Neck Rd. NBA Southold,NY 11971 Drawing Title ROOF PLAN Drawing Number 012346678910Fr A-104 NFVM ISSUED FOR PRICING 1203124 NFVM ISSUED FOR PRICING 04118f25 BD PERMIT SUBMISSION • 1 1 1 lee Et I�1 oi i' i 5B nersmtrwerfre �r�r�r®a rama�r� l l t o loll In te��e�ll�le®sa�l� ��a�a�rl�o�e�aa�r�l ------------i®s �m 8=1 mum IIEIIII®I ®1 11®�& IE��I�rtfiWNP ® EI®Ili 1 I ®ice E� E�EII� 1� I� tlll��! llllia f®I--- ®I mE mm mmmmmmmmmmmmm II®91�IEE®11�111�EE 911�� ®EE�mmmm mumm ago 02= _� � ® Et4� EEC E®��`�euma�eac�e .mc�r� a�®E� EI� �EEEE® 1lIIIIEE�IE11� 11�L E�� l'�I .�,o•�,.,�.��,.,.�•...• ��,:�m�E� E� EIS! IE -- �® mE1i1m1��os�mmoa..a.wme.�.�aamwnmsraoemm:�easam (� EI EII yMm 1 rEE'�I� Ililifil I°�EE�Ilil�� a.r.nmoaaaa�aan�e�eae�mmeaammbta,ruvmrseea�•�®E'� C�,110�1® 1� ®�R1E" � tom ._. 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ResidenceKaplan -• c .-• o .-• •- -o FLOOD r Southold,NY 11971 UTH ELEVATION • _ O • • WEST SIDE • • • • • • . • VINCENT BENIC ARCHITECT EXIST ROOF&WALL SHINGLES TO REMAIN PO Box 92,Southold NY 11971 UNDISTURBED EXCEPT IN AREAS OF NEW. www.vberch.com CONSTRUCTION 9ea14-1925 Issued/Revision J f Y f $ ;� a i, s, � _ � 8/1224 NFWWISSUED FOR PRICING 1210324 NFVM ISSUED FOR PRICING 04/1825 BD PERMIT SUBMISSION < T e ..i::.. •�� } .:.y�:. - zl` ,. ;4 { ., c �... .. .r.._... ., ,. ..., .. .. _s _.. ., 1. ., v_ -.. ... ._ ..J"'.:. •,.3 .. " r? Drawin sSs ed8wtl:. .. 9 P anal service �71 . e , � .. - are and shall rema qql!�� o slARCHITECL No o i1 emade . :. without the .x. ..7 ... '::..0 This dowme de _ protect nam h nd b ed by. a .r:. e 7 .• for any oth con o w ritten rnnsent REPLACE EXISTING GUTTER DOWNSPOUT FASCI � � t VINCENT NIC R BOARD AND SOFFIT TO MATCH NEW CONSTRUCTION - .. u EXIST IWAIDOWSAR SHOWNWITHOUTAN -x , s, r� ... . . ;, .. . .. ::, :...,.> ., ,�: ..-., ;-;THE WINDOWS AN , r=THE WINDOWS AND. ti ., THE IPETRIMTO ..,. .. �:�...<. . ..., ... <: _ 1 t ... .�. _ .. .__.. ... . .__.:.,,.... ....:... ....,. ,.:.THE IPETRIMT ...�:...,. ._. O �.5.. ...... r.. w Sv. . ....... .. Yr.. i a..1... t a t :. ..n. ..... .. a _.. .. HTHESOUTH - - -MATCH THE SOUTH= ELEVATION.SEE A200 'Y _ .. -.. ELEVATION.SEEA200. :� Q 4883 NEW R I i I I I I i I I I 1 i I I I - -1-- -- - - _ I } IPE TRIM - ti I Checked: EXIST.WIND( vs SHOWN WITHOUT ANY --------- ----- ----------------------------------------------------------------------------- --------------------------- ------- ----------�-r--------------------- LINE MATCH LIN SHADING. TYP 'v SEE DWG At 01 FOR NEW CUSTOM WINDOW HAS NEW SHINGLE/VAPOR 1 Vend Benic AIA, SCOPE RELATED TO MANUFACTURED BY"loewen". BARRIER AS SPECS.ON DWG A3o1 NYS#0148B DOOR ON STAIR AND Distributed by: A-203 TO ACCOMMODATE NEW FLOOD CONTROL North Shore Window Inc. CONSTRUCTION.FITAND TRIM Drawing TitleKaplan Residence Bridgehampton NY,11932 TO PROVIDE A WATERTIGHT ATT.Nicholas McEvoy FINISHED APPEARANCE. 2225 Calves Neck Rd. V13A Phone#631-537-6400 Cell#516-885-7231, Southold,NY 11871 Provide flashing and SEALING A SOUTH ELEVATION EAST SIDE Drawing Title ELEVATION AS SPECIFIED. Scale:1/2"=1'-0" _ EAST SIDE OPTION 2 0 1 2 3 4 4 5Fr Drawing Number //� A-200B N7BA NEW ROOF, SOFFITAND FASCIA TO BE TIED TO VINCENT BENIC ARCHITECT THE EXISTING ROOFS SPECIFIED ABOVE. WATER PO Box 92,Southold NY 11971 D www.vbardLcom E BATTIER SHE'LL COVER THE ENTIRE ROOF s17�1�-leis OF THE EXTENSION. Issued/Revision METAL ROOF AS SPECIFIED AND 811224 NFW W ISSUED FOR PRICING SHOWN I'M DRAWINGA-205 12103124 NFWW ISSUED FOR PRICING NEW SHINGLES TO MATCH 04/1825 BD PERMIT SUBMISSION EXISTING.REPAIR EXISTING IN THE r a , A REA OF NEW CONSTRUCTION NEWALUMINUM SEAMLESS DOWNSPOUTS AND GUTTERS ON THE k I ,, NEWADDITION.REMOVE EXISTING s GUTTER AND PROVIDE NEW ON THE ^ ` AZ EK FASCIAAND BA RM—CONNECT EXISTI ' VC BEADBOARD S TYP. t , WATERAND ICE SHIELD ON AZEK FASCIAAND PVC A a THE WINDOWS AND THE IPE TRIM HE ENTIRE ROOF OVER ;BEADBOARD SOFFIT.TYP^1 I ; SEE A-103 AND DWG A-207A Drawings R specifications as Instruments of professional service 'BATHROOM EXTENSION are,and shall remain,the property of VINCENT GENIC - ARCHITECT, No reproduction,In whole or In part,shall be made without the written authorization of VINCENT BENIC ARCHITECL This document Is Intended solely for the construction of the pro {::.. :. .- } _ for any other consWctlon wlathout the written rnn�ntrof roes t er r ,- -i;F : a h _ _ -�_.- VINCENT BENIC ARCHITECT. .tr 3 ._... 7.>.. - -- - - I i I - - I I / — �rearae _ EXIST.WINDOWS ARE SHOWN WITHOUTANY i '• I }; AZEK FASCIA SHADING. TYP AND PVC �REO ARCy s N BEADBOARD I SOFFIT.TYP. �,�J�N IV/C� NEW SHINGLES AND STONE TO '•, MATCH EXISTING.REPAIR FIR ST EXISTING IN THE AREA OF NEW -> FLOOR CONSTRUCTION �I. J ., . _ I i 1 $ , a - -- --- -------------------- -- ------------------------- -- ---------- ,,._.._ - 014883TYPICAL NOTE ON GRADING— O } FINAL GRADE PITCHED AWAY I � FROM THE EXISTING G HOUSE AND NEW ,.n ADDITION.IF NEEDED,CREATEASWALE AZEK FASCIA I� 4 L t TO PETS AWAY FROM THE HOUSE AND 2 - THEADDITION AND PVC Mr VSA Prot S: Seal: BEADBOARD E.8I8TXNGI004SE NEjiVBAT}IOOOhAEVENSIaN NE{fVAODITXON .MEV#DEOK �XI�T.H;a}U�� 378.2 SOFFIT. TYP. Drawn:DECK DETAILS SAME AS THE POOL VIMDECK.UNDER DECK EXISTING FACADE TO REMAIN Checked: EXISTING FACADE TO REMAIN THREE-QUARTER INCH TO 1 INCH UNDISTURBED EXCEPT NEW Val UNDISTURBED EXCEPT PATCHING NEW SHINGLES AND STONE GRAVEL WITH A LANDSCAPE WEED WINDOWS AND TRIM/SIDINGAS BARRIER-3/16"THICK METAL SHOWN ON THE SOUTH ELEVATION r1 VERTICAL TO MATCH EXISTING.REPAIR EDGING. DD SIDING SPECS EXISTING IN THE AREA OF NEW CONSTRUCTION (1) Venci Ben AIA, NYS#014883 Drawing Title Kaplan Residence 2225 Calves Neck Rd. Southold,NY 11971 WEST ELEVATION Drawing Title 1 Scale:112,=1'-0" WEST ELEVATION 0 1 2 3 4 4 5FT Drawing Number A-201 N7 BA' VINCENT BENIC ARCHITECT PO Box 92,Southold W 11971 F j ..:gip:. www.vbarch.com 917-414-1926 Issued/Revision y � V. 4, 8/1224 NFVNN ISSUED FOR PRICING n z_ 1210324 NFW W ISSUED FOR PRICING 04/1825 BD PERMIT SUBMISSION TYP a EXIST ROOF OF EXISTING SOFFIT Drawings are, n gsshailspecifications of is of professional es tonal service AND FASCIA BOARD. I ! i a ARCHI ECr. No reproduction,In whole or in part,shall be made IC REMOVE EXISTING PINE FASCIA BOARD AND I without the written authorization of VINCENT GENIC ARCHITECT. PROVIDE BLOCKING AS NEEDED TO INSTALL This document is Intended solely for the construction of the NEW AZEK FASCIAAND VENTING NO �^ �? s'; project named herein and shall not be used by any other parties ;} for any other construction without the written consent of FURTHER THEN THE EXIST FASCIA WITH JJJJVINCENT BENICARCHITECr. REFERENCE TO ROOF OVERHANG. EWALUMINUM SEAMLESS 1` ' L Imo_=L' _ " *' DOWNSPOUTS AND GUTTERS ON j i i THE NEWADDITION.REMOVE-i-- REVISION' 4/23aS--1-- - — ' - �� ' EXISTING GUTTERAND PROVIDE - I EK FASCIA P i REVISED DECK SKIRT FROM NEW ON THE BATHROOM,NEW i 1 _ ND PVC I )' Q SARATO MAHOGANY ADDITION AND LIVING,�_�__ I EADBOARD i PREMIUM GRADE RM-CONNECT TO EXISTING J SOFFIT.TYP. I Q TYP.db EXIST ROOF OF EXISTING {-1 I 1 i i 2 EXISTING PINE FASCIA ASCIA BOARD. i. 5/4"IPE DEC REMOVE EXISK i I EXIST. HOUSE TO "` '' BOARD AND PROVIDE BLOCKING AS i_SECURED WITH } NEEDED TO., ~i REMAIN FASCIAAND INSTALL VEN VENTING O FURTHER L�LEK CONCEALED LI Z UNDISTURBED � THEN THE EXIST FASCIA WITH 1 _ L_ SPLINE -- r r REFERENCE/TKO ROOF OVERHANG. 2 RAISERS DN AZEK FASCIA FROM FIRST (�G BEADBOARD AND PVC FLOOR TO DECK SOFFIT.TYP. IPE EXIST.WINDOWSARE STAIR/PLATFORM/ SHOWNWITHOUTANY 12"TREADS,6"+/- "r SHADING. TYP RISERS AND r. ..'. STRINGERS TO BE � IPE 3 qT 01488 Q- � I �� ' O 1 ST FLOOR OFF 1 DECK --- -- ------ E - ---- - -_= VBA Prot#: Seal: zz _ ===eel=�===cc===------------------ - 376.2 ------=---e- ' __ ___ DrdWn: ===c=e __ _____=====c=======e=ee WM __________________ Checked: VB ------------------- ------------------- EXIST.SHOWER TO REMAUN At I N W DECK EXIST HOUSE i ° b NYS#014883 A� 1"x 12"CONTINUS IPE DECK Drawing Title Kaplan Residence / TRIM ALLAROUND EXPOSED PT. P ° LUMBER POOL DECK EAST ELEVATION 2225 Calves Neck Rd. SOUTH ELEVATION Southold,NY 11971 "BIGFOOT"BF 20 CON 4"X 4"IPE GARDRAIL POSTS scale:1/7=1'0 DrawingntJe LTERNATING 1X6 AND 1.5 X 1 EVENLY SPACED AT o 1 2 3 a a 5 FT FOOTINGS WITH 8"CONC, CONTINUOUS MAHOGANY APPROX.4'O/C. 5/4 X 4" EAST ELEVATION cont COLUMN AT 42"BELOW SCREEN BELOW THE DECK. continuous O/ GRADE.ANCHOR POST STAIN DARK GRAY INCLUDING cont INCH MARINE GRADE TO CONCRETE WITH WOOD POSTS Drawing Number STAINLESS SIMPSON 316L STAINLESS STEEL ABU66-Typ 10 Locations COATED AFOR RUST A-202 1. ROOF SPECIFICATIONS ROOF/ATTIC CONSTRICTION - CEILING JOIST, RAFTERS, BEAMS, SHEETING AND OTHER STRUCTURAL MATERIALS- 1, SEE STRUCTURAL DRAWINGS FOR ROOF AND CEILING SEE THE STRUCTURAL DRAWINGS. JOYCE CONSTRUCTION. 2. AS MANUFACTURED AND SPECIFIE RNING 2. PROVIDE 5/8 INCH SHEETING EXTERIOR GRADE ON TOP - WEATHERLOCK®SELF—ADHERED ICE AND WATER BARRIER:AT RIDGE;THE EAVES.EXTEND FROM OF ROOF RAFTERS. THE EAVES TO A POINT ZV INSIDE THE EXTERIOR WALL; WEATHERLOCK PRODUCTS SHOULD BE 3.MANUFPROVIACTURED B DCI PROD UNDER-SMA SHEETING AS MANUFACTUREDBYDCIPRODUCTS- ATTHEAFFLE. VINCENT BENIC ARCHITECT APPLIED UNDER THE DRIP EDGE AT THE RAKE. WEATHERLOCKTO BE INSTALLED UNDER THE ROOFS; CREATE A"V"SHAPED WIND BLOCKERATTHEEAVEASPER PO Boxsz,southoldNy��s» AS A VALLEY LINER. FOR MAXIMUM PROTECTION. THE ROLL WIDTH SHOULD REMAIN INTACT AND MANUFACTURER SPECIFICATIONS. uw,,,Southold N EXTEND 18" ON EITHER SIDE OF THE VALLEY; AT INTERSECTION OF WALLS AND ALL ROOF 4. INSTALL R49 CLOSED CELL SPRAY INSULATION BETWEEN 917414-1925 PENETRATIONS;ON ROOF SLOPES LESS THEN 3 IN 12. ROOF RAFTERS.SEALALL JOINTS THROUGHOUT THE ATTIC.- SYNTHETIC UNDERLAYMENT.DECKDEFENSE®. 5. SEE TYPICAL WORK CONSTRUCTION AND CONNECT Issued/Revision - SHINGLES: COLOR TO BE SELECTED BY OWNER:TRUDEFINITIONO DURATION FLEX®. ROOF INSULATION TO WALL INSULATION TO CREATE COMPLETE THERMAL ENVELOPE.- USE STARTER SHINGLES,LAMINATE SHINGLES,HIP AND RIDGE SHINGLES. 6.AT THE INTERSECTION OF NEW TO EXISTING altana NFW W ISSUED FOR PRICING - EAVES INTAKE VENTAS SPECIFIED,SEE DETAIL ON DRAWINGS CONSTRUCTION,PROVIDE INSULATION AND SEALING 12103r24 NFM ISSUED FOR PRICING - RIDGE,EXHAUST VENT%:VENTSURE HEAT&MOISTURE RIDGE VENT. MATCHING R21 CLOSED CELL INSULATION. 1!2"GYP.BD ON ALL WALLS AND CEILING. 04H8lYS BD PERMIT SUBMISSION PROVIDES FULL REPLACEMENT COVERAGE FOR MANUFACTURING DEFECTS ON YOUR OWENS 7.AT THE BATHROOM CATHEDRAL CEILING WALLS,PROVIDE SKIM COATTHE ENTIRE CEILING WITH 1/8" CORNING® SHINGLES AND ALL OWENS CORNING® ROOFING COMPONENTS FOR 50 YEARS. THIS AOR21 CLOSED CELL SPRAY INSULATION TOCREATEA PLASTER SKIM COAT WARRANTY INCLUDES A 10-YEAR LIMITED WARRANTY ON CONTRACTOR WORKMANSHIP, PROVIDE A ENVELOPE,INCLUDING THE CEILING JOIST. WRITTEN APPROVAL FROM MANUFACTURER AND A CONTRACTOR, Y 1` PROVIDE ANS CONTINUOUS TTHE FASCIA BOARD. BACK THE HOLE WITH HD SCREEN BEHIND THE BR AD RAD BOARD SOFFIT -.'GYP.BD BALANCE TO COVER R ROLLE +' j r ` •• NEW ALUMINUM SEAMLESS =BLIND TYPICALAT ALL WINDOWS + 5: Drawings&specifications as instruments of professional service COORDINATE WITH ARCHITECT:' u" G c4 ae DOWNSPOUTS AND GUTTERS ON THE are,and shah remain,the property of VINCENT BENIC NEW ADDITION.REMOVE EXISTING ARCHrrECL No reproduction,In whole or In part,shall be made GUTTER AND PROVIDE NEW ON THE without the written authorization of VINCENT GENIC ARCHITECT This document Is Intended solely for the construction of the Iv BATHROOM SUITE AND BATHROOM 2x10 AND CONNECT TO project named herein and shall not be used b any other pa rtles a EXTENSION r any other construction without the written consent of ' - -I • EXISTING VINCENT GENIC ARCHITECT. AZEK FASCIAAND PVC BEADBOARD `. ,} F yr t w 8 FFITANDALUM GUTTER TYP r 2x k < n a 1. trn 2x12 15 -------------------- - ter .,�. ., t ��` -------- -'------------- ---------------- 7 ------ GYP.BD ALANCE TO COVER R ROLLER OR IN ATE WITH ARCHITECT 1. BLIND ICALATALL WINDOWS. �. �•!- C WATER AND ICE SHIELD I ; ON THE ENTIRE ROOF I i OVER BATHROOM EXTENSION 1 m EXIST.WINDOWSARE i. 1 I Ax_ D SHOWN WITHOUTANY 0 G l , SHADING. TYP I — NEW SHINGLES AND STONE IL TO MATCH EXISTING.REPAIR I STO E E EER O I * y�, EXISTING IN THEAREAOF NEW CONSTRUCTION TCH EMI TI G{ . 2x10 tST �.1 TYPICAL NOT ON VENTED CWSPACE PERIMETER/PIERS/AND ETC.... EXPANSION JOINT ALONG ALL FINAL GRADE TO BE PITCHED MATCH EX' IN FROM THE EXISTING HOUSE AND NEW CAULK TOP OF JOINT WITH C•' Pitch cant.1/4"!ft U COMPARABLE SEALANT W� ADDITION.IF NEEDED,CREATEASWALE U { { TO PETS AWAY FROM THE HOUSE AND » . ,..I............... U Y Lµ� �,( VBA Prot�: Seal: THE ADDITION % I PL ER tt�e tom_ 378.2 ' / __' •, ,-... t, Drawn: t ------------------- ----- 4"CONCRETE SLAB PITCH TO SUMP I EXISTING FACADE TO REMAIN PUMP.CONCRETE BE SCORED AT wN UNDISTURBED EXCEPT MAIN G OXIS�TNO HO�1SO NgW OATfHROOM"NS(ON NEWADDIICION 200 SQ.FT-REINFORCE WITH 4 x 4 N D eK Checked: b 10x10WWM ST. O S VB DECK DETAILS SAME AS THE PO EXISTING FACADE TO REMAIN N TYP WALL CONSTRUCTION ON NEWADDITION. DECK.UNDER DECK '; UNDISTURBED EXCEPT NEW (all products to be installed as per manufacturers specifications and req!irei menu,,,) THREE-QUARTER INCH TO 1 INC WINDOWS AND TRIM/SIDING AS 1.2x4 @ 16 INCHES ON CENTER. CRAWL 4"POROUS FILL BELOW GRAVEL WITH A LANDSCAPE WEED SHOWN ON THE SOUTH ELEVATION OI TINS eTION--- 12MILPOLYETHYLENE BARRIER-3/15"THICK METAL 2. 1/2"INTERIOR GYP.BD. ALL PRODUCTS TO BE INSTALLED AS PER MANUFACTURER VAPOR BARRIER EDGING. 3. ROCKWOOL CONFORTBAT 3 1/2"(R-15)IN CAVITY. INSTALL 2"(R14)CLOSED CELL SPRAY FOAM SPECIF/CATIONS. Vend Benlc ATA, INSULATION BETWEEN STUDS AND SEALALL GAPS. FINISH SPRAY FOAM TO ALLOW FOR MINERAL WOOL A.JOISTAND CONCRETE FOUNDATION/FOOTINGS—SEE NYS*014883 INSTALLATION. STRUCTURAL DRAWINGS FOR DETAILS 4, 5/8"EXTERIOR SHEETING ON THE OUTSIDE.SECURE AS PER STRUCTURAL DWGS. B.BELOW GRADE WATERPROOFING FOR CONCRETE Drawing Title 4.AIR BARRIER:"BENJAMIN OBDYKE-AIR BARRIER DRINKABLE HYDROGAP SA HOUSEWRAP SYSTEM"ON FOUNDATION FOOTING, Kaplan Residence TOP OF SHEETING. SEAL ALL ENDS AND JOINTS.HYDROFLASHO GP:; HYDROFLASH®LA; INSULATION AT JOIST: 2225 Calves Neck Rd. HYDROCORNERO SILLTREATMENT.TAKE THE AIR BARRIER INTO THE SOFFIT AND SEALALL GAPS AND TIE 1.R30"ROCKWOOL CONFORTBATT'INSULATION ON BOTTOM OF INTO THE JOIST CHUTE 2"VENT BAFFLE SYSTEM. JOIST. Southold,NY 11971 HYDROFLASH UV INSTALLED AS PER MANUF.REQUIREMENTS.SEAL JOINTS WITH SAME MANUFACTURER 2.INSTALL METAL INSULATION SUPPORTAS REQUIRED BY Drawing Title PRODUCTS. MANUFACTURER. VBA =W 5.INSTALL"BENJAMIN OBDYKE- Slicker®MAX Rainscreen. TURN UP AT BOTTOM OF WALL FOR INSECT 3. COVER THE BOTTOM OF JOIST WITH 1 1/2"OF 'THERMAx MASTER BEDROOM EAST ELEVATION PROTECTION ABOUT 4",STAPLE TOP SHEETING INSTALLED AS PER MANUF.REQUIREMENTS. BASIC NH"W/REFLECTIVE FOIL,SET W/"DUPONTTM GREAT ' Scale:1/2"=V-0" MASTER BEDROOM-EAST 6'18"PERFECTION BLUE LABEL WESTERN RED CEDAR SHINGLES TO BE INSTALLED INTO WOOD STUDS STUFF'PROM CONSTRUCTION ADHESIVE.ATTACH MECHANICAL SECTION ELEVATION FASTENERS TO THE TOP AND BOTTOM OF THE BOARD TO HOLD AND SHEETING AS PER SPECIFICATIONS AND RECOMMENDATIONS BY THE CEDAR SHAKE&SHINGLE IT IN PLACE UNTIL THE ADHESIVE HAS SET).THERMAXTM BUREAU. SHINGLES SHALL BE BACK PRIMED AND PRE PRIMED AND FIELD PAINTED W/2 COAT WITH ALUMINUM FOIL TAPE TO COVERALL NAILS, JOINTS AND SEAMS 0 1 2 3 4 4 5 FT Drawing Number SOLID COLOR STAIN.AS PER CSSB SPECS.USE ONLY SS MATERIALS IN CONTACT TO SHINGLES. ."DUPONTTM GREAT STUFFTM PRO"GAPS&CRACKS 8. FOUNDATION AND FRAMING AS PER STRUCTURAL DRAWINGS. POLYURETHANE FOAM SEALANT 9. PROVIDE FLEXIBLE COPPER TERMITE SHIELD AND SILL SEALER WITH SEALANTAT SILL PLATE. 4.SEAL AND CAULKALL POTENTIAL AIR PENETRATION AY RIM ��O� 9. STONE BASE TO MATCH EXISTING. JOISTS. A " �I !� � ilk I� I� 1��►�%`a Ilia •• ®"\os � i� 0�® �I�� it �I� 1 !� ®ice� i�'\�\��\"\\\\\\\ ' •-• ' WAN mmmmm Wit,\\\\04\\\\o\D i///io//i/ • All �wra®e®m>•a.solo..�®emamm•�auereewe.r®ea�e�v�oi®rareeetarr�rw•am®1 paSHOWN WfTHOUTANY SHADING. TYP OEM �=L�7 ® [off; ` 1�■■■�.l.�i � v EXIST WINDOWSARE PT PLATE w IMER-� 1®�■®i•■®�■fly ��I�SI®®■■■1�■� -- \I 1 J- . 1 � --------------------------------------------------!�,�►►�� -�': - ,t�r� 1'�'�'�'►h'�'�'uh'�'------------------------- I�I�1�I�I�I�I�I�I�IQ�f I�I�I�I�IQ�I�I�I�1�I�I • f�11111111111 ., z,.� ■■� �.,. #'CON6oRETE SLAB PITCH SUMP PUMQd'ONCRETE BE SCOREDATf� 200 SIM:FT.-REINFORCED. SEE STRII DINGS VP else 1 VINCENT GENIC ARCHITECT PG Box 92,Southold NY 11971 www,vbarch.com 917414-1925 Issued/Revision 12I0=4 NFWW ISSUED FOR PRICING SEE DRAWING A-203 FOR TYPICAL ROOF 04/18/25 BD PERMIT SUBMISSION SPECIFICATION&ROOF/ATTIC CONSTRUCTION- ••••, A300 Drawings®specifications as Instruments of professional service are,and shall remain,the property of VINCENT GENIC ARCHITECT. No reproduction,In whole or In part,shall be made without the written authorization of VINCENT BENIC ARCHITECT. This document Is Intended solely for the construction of the project named herein and shall not be used by any other parties for any other construction without the written consent of •,,�•`. VINCENT GENIC ARCHITECT. ------------ 11 .1 1.5"VENT ; -J.0 VENT i 1 i 1 i _ i I 1 Azo3 ON—-V E Ep R 1 Sr N �® TYPICAL NOTE ON GRADING— _ I ; ; FINAL GRADE TO BE PITCHED AWAY $ , 1 FROM THE EXISTING HOUSE AND NEW 1. ADDITION.IF NEEDED,CREATE ASWALE 2X10 1 TO PITCH AWAY FROM THE HOUSE AND .��4883 I THEADDITION 4"CONCRETE SLAB PITCH T SUMP = �OFNE�!YO�� PUMP.CONCRETE BE SCOR D AT VENTED CRAWL SPACE :�.• 200 SO PIT .FT.-REINFORCE AS ER wt W/PUMP BY TRUCT DWGS PA(t 1/4" PLUMBER :. VBA Proj Seal: ' I i 379.2 i r - J Drawn: NO+NgCI� NEWADDITION iic.1/4'Yft ,•'- WM Checked: VB DECK DETAILS SAME AS THE N POOL DECK UNDER DECKL 3/4"TO V GRAVEL WITH 4"POROUS FILL BELOW SEE DRAWING FOR TYPICAL WALL LANDSCAPE WEED BARRIER- 12 MIL POLYETHYLENE AND FOUNDATION CONSTRUCTION AND 3/16'"THICK METAL EDGING. VAPOR BARRIER CRAWLSPAQF INSULATION Vend Ben AIA, NYS#014883 Project MASTER BEDROOM WEST ELEVATION Drawing'nde FT6 5 4 4 3 2 1 0 MSTER BEDROOM WEST ELEVATION Drawing Number ° A-203B ROOF/ATTIC CONSTRUCTION: 1. ROOF SPECIFICATIONS 1, SEE STRUCTURAL DRAWINGS FOR ROOFAND CEILING - CEILING JOIST, RAFTERS, BEAMS,SHEETING AND OTHER STRUCTURAL MATERIALS- AS JOIST CONSTRUCTION. PER STRUCTURAL DRAWINGS 2. PROVIDE 5/8 INCH SHEETING EXTERIOR GRADE ON TOP OF ROOF RAFTERS. 2, AS MANUFACTURED AND SPECIFIED BY OWENS CORNING 3. PROVIDE A2"VENT BAFFLE UNDER THE SHEETING AS - WEATHERLOCK®SELF—ADHERED ICE AND WATER BARRIER:AT RIDGE;THE EAVES,EXTEND FROM MANUFACTURED BYDCI PRODUCTS-SMARTBAFFLE. THE EAVES TO A POINT 24" INSIDE THE EXTERIOR WALL; WEATHERLOCK PRODUCTS SHOULD BE VINCENT BENIC ARCHITECT CREATEA"V"SHAPED WIND BLOCKERATTHE EAVEAS PER APPLIED UNDER THE DRIP EDGE AT THE RAKE. WEATHERLOCK TO BE INSTALLED IN VALLEY AS A PO Box wwvb Southold NY e» MANUFACTURER SPECIFICATIONS. VALLEY LINER. FOR MAXIMUM PROTECTION,THE ROLL WIDTH SHOULD REMAIN INTACT AND EXTEND 91i� 925m 4. INSTALL R49 CLOSED CELL SPRAY INSULATION BETWEEN 18"ON EITHER SIDE OF THE VALLEY;AT INTERSECTION OF WALLS AND ALL ROOF PENETRATIONS;ON ROOF RAFTERS.SEALALL JOINTS THROUGHOUT THE ATTIC. ROOF SLOPES LESS THEN 3 IN 12. Issued/Revision 5. SEE TYPICAL WALL CONSTRUCTION AND CONNECT ROOF - SYNTHETIC UNDERLAYMENT.DECKDEFENSE®. INSULATION TO WALL INSULATION TO CREATE A COMPLETE THERMAL ENVELOPE. - SHINGLES: COLOR TO BE SELECTED BY OWNER:TRUDEFINITION®DURATION FLEX& 611224 NFWWISSUED FOR PRICING 8.AT THE INTERSECTION OF NEWTO EXISTING - USE STARTER SHINGLES,LAMINATE SHINGLES,HIP AND RIDGE SHINGLES. 121=4 NFWVl ISSUED FORPRICING 1 CONSTRUCTION,PROVID�SPRAY FOAM AND MINERAL - EAVES INTAKE VENTAS SPECIFIED,SEE DETAIL ON DRAWINGS FIBER INSULATION AND SEALING MATCHING TYP WIBQ5 BD PERMIT SUBMISSION A208 1 ONSTRUCTION TYP,WALLAS PER DWGA-203. - RIDGE,EXHAUST VENT VENTSURE HEAT&MOISTURE RIDGE VENT. A206 ATTHE BATHROOM CATHEDRAL CEILING WALLS,PROVIDE PROVIDE FULL REPLACEMENT COVERAGE FOR MANUFACTURER. DEFECTS ON YOUR OWENS A 1CLOSEDCELLSPRAYINSULATIONTOCREATEAN CORNING® SHINGLES AND ALL OWENS CORNING® ROOFING COMPONENTS FOR 50 YEARS. THIS r r EN ELOPE,INCLUDING THE CEILING JOIST. WARRANTY INCLUDES A 10-YEAR LIMITED WARRANTY ON CONTRACTOR WORKMANSHIP, PROVIDE A WRITTEN APPROVAL FROM MANUFACTURER AND A CONTRACTOR. NEW BATHROOM IN EXISTING BEDROOM 5/8"PLYWOOD ON TOP OF JOIST FOR ACCESS TO MECHANICAL 1 I EQUIP./DUCTWORK AGLOW JOIST A203 TO HAVEAIR--^---CIRCJJ—TION--- A203 03B - ----------------------------------------- ----------- -- ------^- -------- ---- ------------------ -------------- -------- I`�' •'`' > r r '"} C: "w ->'k �; ---� Drawings✓k spedflcatlons as Instruments oP professional service i ARCHnId shall remai odhe pr Pn whole INCENT BENIC r� • .G _ — - — > r„zrn.r reP Part,Shall be made ,,g f: x } a .,1 z ____ _ __ ______ ___ ____-_-___------___________ ____-_-__- _ __ _-_ --__ _____ —----- __-- without the written authorization of VINCENT BENIC ARCHITECL ` s'"�a This document Is Intended solely for the construction of the r #a ; project named herein and shall not be used by any other parties xul � � 5e� `: SEE DWG'� for any other construction without the written consent of a s FOR ROOF VINCENT BENIC ARCHITECT: �� t CATHEDRAL CEILING xis CATHEDRAL CEILING SPECIFICATIONS. y ;E(ISTATTtG TO REMAIN „a; EXI6TATTIC TO REMAIN _ A205 c H ra GYP.BD.BLIND VALANCE �� r — g NOGYP.BD.BLIND VALANCE j • .< �` i GYP.BD.BLIND VALANCE GYP.BD.BLIND VALANCE ------ ATTIC VERTICAL 1 I 1O/REI IIUM L D SIDING^ A20 I f C,P5ME rlC Mll RO/ GYP.B \ `ER SPE CS; BLIND t x VAIIAN I t I SIMILAR FRAMING , i I , O© n GP6068 -� .�1 1 --- -------------------------------- ----- 0-- - 14883 --------------- --------------=------------------------------ �cOFNEVV`�0�� 2,i10 I W ROCKWOOL SOUND FLOOR CONSTRUCTION AS PER EE DRA N 203 F R NOTE I ATTENUATION BLANKET WITH STRUCTURAL DRAWINGS. REGARDING THE CRAWLSPACE ._. 1/2"RESILIENT MTL CHANNEL- INSULATION AND SEALING AS CONSTRUCTION.SEE : I VBA Prof#: - Seal: R 2, 22GA SECURED TO JOIST PER DWG.A-203 STRUCTURAL DWGS FOR AND 12"GYP.BD. Draw ------------------------------ _' DETAILS .-`' ... Drawn: ' WN Checked: EXIST.WINDOWSARE ve SHOWN WITHOUT ANY I SUMP PIT FORMED WITH i PIERS,FOOTINGS,AND CONC.AND VAPOR BARRIER.\ :----- A FOUNDATIONS AS PER SEE A-100 ,Y SHADIN TYP SEE DRAWING DM-100 AND A-100 �____-__ __, FOR SCOPE OF WORK RELATED W'COON Top STRUCTURAL DRAWINGS. TO THE EXISTING BASEMENT OF 10 MIL POLYETHNCRETE YLENE VAPOR TYPICAL NOTE ON 7 I BARRIER AND POROUS FILL.SEE GRADING— ADDITIONAL NOTE ON A-203 FINAL GRADE TO BE Vencl Benic,AIA, PITCHED AWAY FROM NY;#014883 THE EXISTING HOUSE AND NEWADDITION.IF Drawing Title 1 NEEDED,CREATEA Kaplan Residence A20-3A 1 1 SWALE TO PITCH AWAY A203 A203B FROM THE HOUSE AND 2225 Calves Neck Rd. E>ISTING OASPMOIJT/NT HOUS� W�Dq(T'10* THE ADDITION Southold,NY 11971 Drawing Title MASTER SUITE SOUTH -SECTION MASTER SUITE SOUTH ELEVATION ELEVATION A206 Drawing Number 0 1 2 3 4 4 5 FT A-204 MECHANICALLY DOUBLE SEAMED METAL ROOFING: ROOFIATTIC CONSTRICTION 1, SEE STRUCTURAL DRAWINGS FOR ROOF AND CEILING -METAL ROOF SHALL BE INSTALLED ON TOP OF THE"BENJAMIN JOYCE CONSTRUCTION. OBDYKE-VAPORDRY®SA ROOF UNDERLAYMENT,AS PER 2 PROVIDE 518 INCH SHEETING EXTERIOR GRADE ON TOP MANUFACTURER INSTALLATION INSTRUCTION OF ROOF RAFTERS. -INSTALLA"BENJAMIN OBDYKE CEDAR BREATHER®ROOF 3. PROVIDE A2"VENT BAFFLE UNDER THE SHEETING AS VENTILATION MAT AS PER MANUFACTURER INSTALLATION MANUFACTURED BY DCI PRODUCTS-SMARTBAFFLE. INSTRUCTIONS CREATE A"V"SHAPED WIND BLOCKER AT THE EAVE AS PER VINCENT B E N I C ARCHITECT 92,Southold NY 11971 MANUFACTURER SPECIFICATIONS. PO Boxwwwvbarch.com METAL ROOF:BY BERRIDJE MANUFACTURING CO; "TEE 4. INSTALL R49 CLOSED CELL SPRAY INSULATION BETWEEN 917414.1925 PANEL"16"MECHANICALLY FASTENED, DOUBLE SEAMED ROOF RAFTERS.SEAL ALL JOINTS THROUGHOUT THE ATTIC. METAL ROOFING. Galvalume steel PROTECTED BY full 5. SEE TYPICAL WORK CONSTRUCTION AND CONNECT Issued/Revision strength Kynar 5008 ROOF INSULATION TO WALL INSULATION TO CREATE A -PREMIUM METALLIC COLOR COLOR SHALL SEA SELECTED COMPLETE THERMAL ENVELOPE. BY OWNER.. 6.AT THE INTERSECTION OF NEW TO EXISTING B11224 NFWW ISSUED FOR PRICING -24 GAUGE,Seam:V SNAP-ON WITH EXTRUDED VINYL CONSTRUCTION,PROVID�INSULATION AND SEALING A203CONCEAA EAL.LED FASTENER. 12fO3rz WW 4 NF ISSUED FOR PRICING MATCHING R21 CLOSED CELL INSULATION. WEATHE 7.AT THE BATHROOM CATHEDRAL CEILING WALLS,PROVIDE 041180 BD PERMIT SUBMISSION CLO SED AOR 21 LED CELL SPRAY INSULATION TO CREATE- PROVIDE ALL FLASHING:BULL NOSE RIDGE;FASCIA AND, EAVE.METAL FLASHING TO BE COMPATIBLE AND MATCH COLOR ENVELOPE,INCLUDING THE CEILING JOIST. OF ROOF. y� -INSTALL SQUARE EDGEICORNER CUSTOM GUTTER AND ROOFING NOTES SEE DWG A-2D4 DOWNSPOUT TO MST ROOF. 1 - INSTALLATION OF THE SYSTEM SHALL BE AS PER MANUFACTURERS SPECIFICATIONS. A2OS -SUBMIT TO ARCHITECT OF SAMPLES OF COLORS,FLASHING FOR APPROVAL BY THE OWNER. 1 1 CATHEDRAL CEILING WITH UPLIGHT IN COVE.ALL -PROVIDE A 20 YEAR PREMIUM WARRANT.PROVIDE A203B A203 WINDOWS TO RECEIVE A ELECTRIC ROLLER WATERTIGHTNESS WARRABTY SHADE..• } ; 5!8"PLYWOOD ON TOP OF JOIST FOR d Drawings®specifications as Instruments of professional service ACCESS TO MECHANICAL EQUIP. NEW BATHROOM IN EXISTING BEDROOM Y are,and shall remain,the property of VINCENT BENIC _ �., ARCHITECT. No reproduction,In whole or In part,shall be made /DUCTWORK AGLOW JOIST TO HAVE AIR 1 without the written authorization of VINCENT BENIC ARCHrfECL '--------- ""'---"-'-'-------'---------'- --"-'CIRCULATION S i This document Is Intended solely for the construction of the ........... _ _______________ A206 -----__-____-___ �,, t 14f1 Protect named herein and shall not be used by any other Parties for any other construction without the written consent of ,�" VINCENT BENIC ARCHITECT -- SLANT ON ' �,. EA P�P OF YDOODAND EX ISTATTICiTOaREMAIN EXISTATTICTORE IN RIM JOISTS METAL KNIFE EDGE AN DCUTCABK i a e� gar ° - �I ,�:: # n 0 SRANDING 3 SEALAND SEALL - a BACK ON J� GYP.BD.BLIND VALANCE ITSELF 6-[C coaEUGr1r GYP.BD.BLIND VALANCENil �, �•• 1 „ COVE uOHr 3 COAT NATIJRAL LIME BASED ri DROPPED CLG HAND TOWELED VENETIAN PLASTER ^f A p�' i TO TOP OF I �R y�T 1 ` I WINDOW i ; 1 VERTICAL HEAD !o RECESSED , GYP BD, 1 A200 SIDING SPECS AN251:. ' BLIND PREMIUM LED l VALANCE \ , C METIC MIRRO e , ' A203 m \ m_ I POCKET POCKET ��y i \ 3 COATNATURAL LIME BASED I - DOORS DOORS SIMILAR HAND TFRAMOWELED VENETIAN PLASTER ; " - f I 1 35 0148Ai �pQ� I - 1 J' _ i lam I _ 2 EE DRAWN -03 FOR N TE FLOOR CONSTRUCTION AS PER D can. EGARDING THE CRAWLSPACE STRUCTURAL DRAWINGS. :f, 6"ROCKWOOL SOUND w ONSTRUCTION.SEE INSULATION AND SEALING AS ; ,,; ATTENUATION BLANKET WITH VVp cked• TRUCTURAL DWGS FOR PER DWG.A-203 ; t 1/2"RESILIENT MTL CHANNEL- 1 ETAILS -------------------------- i I RC2, 22GA SECUREDTO JOIST A • j F , AND 1/2"GYP.BD. 'v j ..... I i 'i •; 1 h! covesuellt t r �I�SUMP PIT FORMED WITH I coononu7e; `------- I ' ,�/ CONC.AND VAPOR BARRIER.1 '•-----: l -- wN,wo j „ -- ' =--- " S,FOOTINGS,AND TYPICAL NOTE ON ' ' GRADING— :________ SEEA-100 FOUNDATIONS AS PER ----= VendWALL CONSTRUCTION STRUCTURAL DRAWINGS. SEE DRAWING DMA 00 AND A-1 00 NYS# e48 3 NYS#014883 FINAL GRADE TO BE 4"CONCRETE SLAB ON TOP OF DIET COVE Drawing Title SIMILAR TO TYP WALL TO THE EXISTING BASEM BASEMENT PITCHED AWAY FROM SECTION. SEE ELEVATION 10 MIL POLYETHYLENE V THE EXISTING HOUSE FOR EXTERIOR FINISH ADDITIONAL NOTE ON A-203 AND NEWADDITION.IF SPECIFICATIONS., NEEDED,CREATE FOUNDATIONSAND SWALE TO PETS AWAY FOOTINGS AS PER FROM THE HOUSE AND STRUCTURAL DRAWINGS. Drawing Title THE ADDITION NEW ADDITION OIVIN$B/}dSEt0ENjATjIiOIuSE MASTER SUITE MASTER SUITE NORTH ELEVATION NORTH SECTION scBie:lrr'=1'-0" ELEVATION 1 1 1 Drawing Number A203B A203 A203 F76 5 4 4 3 2 1 0 A_2 0 ROOF/ATTIC CONSTRUCTION 1, SEE STRUCTURAL DRAWINGS FOR ROOF AND CEILING JOIST CONSTRUCTION. 2. PROVIDE 516 INCH SHEETING EXTERIOR GRADE ON TOP VBA OF ROOF RAFTERS. VINCENT BENIC ARCHITECT 3. PROVIDE A2"VENT BAFFLE UNDER THE SHEETING AS PO Box 92,Southold NY 11971 MANUFACTURED BY DCI PRODUCTS-SMARTBAFFLE. wwwvbarch.com CREATEA"V"SHAPED WIND BLOCKERATTHE EAVEAS PER 1 917414-1925 MANUFACTURER SPECIFICATIONS. A203 4. INSTALL R49 CLOSED CELL SPRAY INSULATION BETWEEN Issued/Revision ROOF RAFTERS.SEALALL JOINTS THROUGHOUT THE ATTIC. 5. SEE TYPICAL WORK CONSTRUCTION AND CONNECT 1zro324 NFW W ISSUED FOR PRICING ROOF INSULATION TO WALL INSULATION TO CREATE A COMPLETE THERMAL ENVELOPE. 04/1925 BD PERMIT SUBMISSION 6.AT THE INTERSECTION OF NEWTO EXISTING NEW ROOF, SOFFITAND FASCIA TO BE TIED TO CONSTRUCTION,PROVIDE INSULATION AND SEALING MATCHING R21 CLOSED CELL INSULATION. 1/2 GYP.BD ON ALL WALLS AND CEILING. THE EXISTING ROOFS SPECIFIED ABOVE. WATER 7.ATTHE BATHROOM CATHEDRAL CEILING WALLS,PROVIDE SKIM COAT THE ENTIRE CEILING WITH 1/8" AND ICE BARRIER SHALL COVER THE ENTIRE A R21 CLOSED CELL SPRAY INSULATION TO CREATE A PLASTER SKIM COAT ROOF OF THE EXTENSION. ENVELOPE,INCLUDING THE CEILING JOIST. NEW SHINGLES TO MATCH EXISTING.REPAIR EXISTING IN THE AREA OF NEW CONSTRUCTION Drawings Q specifications as Instruments of professional service AZEK FASCIAAND PVC areARCHITECT.shelf 1No reproducti the on Pin whole of VINCENT Ian part,shall be made --- BEADBOARD SOFFIT. without the written authorization of VINCENT BENIC ARCHITECT. P. This document Is Intended solely for the construction of the project named herein and shall not be used by any other parties THE WINDOWS AND THE IPE TRIM for any other construction without the written consent of TO MATCH THE SOUTH ELEVATION. VINCENT GENIC ARCHITECT. SEE A-200 EXIST VENTED•,' t ATTIC ---- 1 _ L5„VENTl CATHEDRAL CEILING `UPLi `HTI� VE. ------ ----------- 14 ALL WINDOWS FFECEIVEAEL TRICROI+LER' SHADE.: GYP.BD VALANCE TO COVER ROLLER y BLIND TYPICAL ATALL WINDOWS. COORDINATE WITH ARCHITECT r � " x-Ei � �' �'J�,v J^Ii� j 5 !�r Oa1 44 7�� EXISTING DUCTWORK � TO BE REMOVED IN HAL NEWMASTEI NEWMA ,M yy!56 1— AREA TO NEW MASTER SUITE. CAP r�l AND BALANCE THE SYSTEM. ,i c7�`3' 41j �4 x J` -4 f� I STATE OF Nay W ROCKWOOLSOUND R38ROCKWOOL ATTENUATION BLANKET INSULATION ON ENTIRE WITH 1/2"RESILIENT MTL EXIST.ATTIC WITH 1/2" W ROCKWOOL SOUND CHANNEL-RC2, 22GA RESILIENT MTL CHANNEL- ATTENUATION BLANKET WITH � " ti` VBA Proj#: Seal: SECURED TO EXIST STUDS RC2, 22GA SECURED TO 1/2"RESILIENT MTL CHANNEL- 378.2 AND 1/2"GYP.BD. EXIST JOISTAND 1/2"GYP. RC2, 22GA SECURED TO JOIST t_ .. BD. AND 1/2"GYP.BD. ,; �wn: Checked: VB R", IV (i) Vend Bon AM NYS#01A 3 Drawing Title Kaplan Residence M25 Calves Neck Rd. Southold,NY 11971 Drawing Tine MASTER BATHROOM EAST MSTER SUITE SOUTH ELEVATION SECTION ELEVATION Scale:1/r'=T-9' Drawing Number 0 1 2 3 4 4 5FT A-206 VBA VINCENT BENIC ARCHITECT PO Box 92,Southold NY 11971 www.vbard.com 917�141825 Issued/Revision Q Q 12/0324 NFV V ISSUED FOR PRICING 04/1825 BD PERMIT SUBMISSION 4'-10�8' 5'-111y" r 00 J °s Drawings&specifications as Instruments of professional service are,and shall remain,the property ofe cr in part, GENIC 2'-71�11 31-011 1 1-81/211 ARCHITECT.the No reproduction i In whole or N part,shall be made v without the written authorization of VINCENT BENIC ARCHITECT. -135 This document Is Intended solely for the construction of the } � project named herein and shall not be used by any other parties ZN I for any other construction without the written consent of VINCENT BENIC ARCHITECT. 1 UNIT 2 UNITS 2 UNITS 2 UNITS 1 UNITS 1 UNITS 2 UNITS 1 UNITS w-01 w-02 w-03 w-04 w-05 w-06 w-07 w-08 w-09 EKED. Rc d G CLG SLIDING DOOR DOOR SCHEDULE HARDWATE / Submit shop drawings for approval ALL WINDOWS SHOWN ON THIS SHEET AREAS MANUFACTURED BY: CONTACT: DOREEN M. VICI �v ~ ARCHITECTURAL REPRESENTATIVE SLIDING 3 Doreen M.Vici DOOR STgT �148� Corporate Office POCKET FOF NE`N Office: 631-382-0986 a-o^ Mobile: 631-680-0263 ° s'B° ° Doreen.Vici@florencecorp.com 1 UNIT ALL WINDOWS SHALL BE WHITE, 400 SERIES STORMWATCH WITH SMART SUN VBAProjs: Seal: PROTECTION. SEE BELOW: RESISTANT WTH CUSTOM MODIFICATION FOR SIZES. 378.2 Dr-0 SfE`E.BELOW: * �� Drawn: SMARTWN=ViiAW Checked: WM SMARTSUN-rm GLASS, LOW E GLASS, PLUS SHIELD THE INTERIOR FROM THE 2'-s^ 2's"� Vs SUN'S HEAT AND FILTERS OUT 95% OF HARMFUL UV RAYS WHILE LETTING SUNLIGHT DOOR TYPE AO DOOR TYPE © N THROUGH. -Door: DOOR: TRU&MODERN FLUSH(TMF. Solid core FLUSH 1 3/4"poplar AV 400 SERIFS EMACT WIND WITH OWS WITH OGEE(OG)STICKING PAINT GRADE VENEER DOOR. 400 SERIES COASTAL WINDOWS WITH RELIABLE PERFORMANCE IN THE W RAISED(A)PANEL Vend Ben MA HARSHEST WEATHER CONDITIONS CASING: FRAME: NYs#oias�3 ' -INSIDE: BEDROOMlBATH/AND RECEIVING END:ROUTED • PERMA-SHIELD®EXTERIOR VINYL CLADDING RESISTS SALT SPRAY AND SEAAIR, CLOSET ROOM:PLAIN OUT WOOD-JAMB FLUSH Drawing Thle Kaplan Residence HARDWARE TO BE SELECTED BY OWNER SQUARE 1/2'7X2 W. WITH GYP BD. 2225 Calves Neck Rd. -HALLWAY SIDE:TO MATCH POCKET SIDE/CEILING:GYP. NO EXTERIOR TRIM EXISTING BD SLOT WITH TAPEABLE"L" Southold,NY 11971 AVAILABLE WITH SEVERAL MONOLITHIC AND IMPACT-RESISTANT INSULATED BEAD. Drawln Tide GLASS : HARDWARE:STAINLESS ST 304 1 1/2 SLIDING HARDWARE: V V I NDOW/DOOR PAIR,4X4SQ.EDGE HINGES. ELEVATIONS HURRICANE STRENGTH PROTECTION DESIGNED TO SATISFY'1: DOOR KNOB: KNOB: BALDWIN ELLIPSE - ECLsilePock t Door Slide Flush Frame o ASTM/E1886/E1996 LARGE MISSILE TEST PRIVACY DOOR KNOB WITH ROUND - WITH:BIAS DS SEPT OPIEN/ ROSE STAINLESS o TAS 201, 202, 203 LARGE MISSILE TEST FOR HIGH VELOCITY HURRICANE ZONE MASTER BATH TO CLOSET: CLOSE BOTH DIRECTIONS. Drawing Number o AAMAMDMA/CSA 101/I.S.2 A440-08 BALDWIN ELLIPSE PASSAGE DOOR PROVIDE MOCK UP IN THE KNOB WITH ROUND ROSE STAINLESS FIELD OF DOOR JAMBS.304 A-ZO7 N7BA VINCENT BENIC ARCHITECT PO Box 92,Southold NY 11971 www.vbaTcb.com 917i/4-1925 Issued/Revision 12m324 NFVM ISSUED FOR PRICING 0411a25 BD PERMIT SUBMISSION . . Drawings B spedacatlons as Instruments of professional service ;y are,and shall remain,the property of VINCENT BENIC ARCHITEM No reproduction,In whole or In part,shall be made without the written authorization of VINCENT BENIC ARCHITECT. This document Is Intended solely for the construction of the projectnam ed herein and shall not be used by any other parties for an other construction without the written consent of VINCENT BENIC ARCHITECC WEST ELEVATION EAST ELEVATION 31'-11 ♦" , SOUTH ELEVATION ��G\�E C �,f Submit shop drawings for approval ALL WINDOWS SHOWN ON THIS SHEETARE AS MANUFACTURED BY: Lauren Window and Doors Architectual Representative Nicholas McEvoy North Shore Window Inc 014883 48 Foster Avenue, Suite 2 NEW I D Bridgehampton, NY 11932 631.537.64001 Office 516.885.7231 1 Cell Nicholasm@northshorewindowinc.coml Email VBAProj Seal: 378.2 Lauren PICTURE/DIRECT SET WINDOW Exterior:extruder glazed on aluminum anodized finish.4 9/16"jamb construction WIVI Color:White Checked: Interior:Coastal Douglas Fir primed and painted in the field. No visible finger joints. VB Glazing:Double Low E,"StormForce"glass, '/2 inch Argon filled air space. Glass thickness:3MM and 6MM on the interior. N Lauren Casement;Exterior:extruder glazed on aluminum anodized finish.4 9/16"jamb construction Color:White Glazing: Impact Low E 272 w/Argon; Putty Glazing Profile, - Window Hardware:Satin Nickel Tango Folding Handle& Lock;Stainless Steel Rotogear, NYS# 4883 A' - Interior Finish: Primed Fir 01 Drawing Title Kaplan Residence Lauren Terrace Door ;Exterior:extruder glazed on aluminum anodized finish.4 9/16"jamb construction =5 Calves Neck Rd. Color:White Glazing: Impact Low E 272 w/Argon; Putty Glazing Profile, Southold,W11971 - Door Hardware:Satin Nickel Rodos Handle Set;Satin Nickel PVD Hinges; Bronze Std Sill. - Interior Finish: Primed Fir Drawing Title ALUMINUM/ WOOD Warranty:20 years the hardware and the impact glazing components are warranted for 10 years. Warranty labor is WOMDOW ELEVATIONS from Lauren for the first two years after the time of installation. Drawing Number A-207 A i NEW BATHROOM IN EXISTING BEDROOM I 3A' VINCENT BENICARCHITECT PO Box 92,Southold NY 11971 www.vbarci.com 917.414-1925 Issued/Revision 12/0324 NFVM ISSUED FOR PRICING 04/I 25 BD PERMIT suEmiSSION TTIC SHADE AND LIGHT TTIC TTIC L CEILING WITH UPLI IN COVE. WS TO RECEIVE ECTRIC ROLLER max; 10' a � Drawings S specifications as Instruments of professional service y m "5 '= are,and shall remain,the property of VINCENT GENIC ARCHITECT. No reproduction,In whole or In part,shall be made m .d,,�-. ; - -" without the written authorization o1 VINCENT GENIC ARCHITECT. ERED PRE I LED " s �/� f J J i!K This document Is intended solely for the construction of the 38 SHOWER y" 1 � l protect named herein and shall not be used by any other parties COSME IRROR " t DSURE - D J f a for any other construction without the written consent of LASS MIND ", �� r I � � ' j TEMPERED _ O "x. ., J ,r , a k : ?1.. GLASS SHOWER VINCENT GENIC ARCHITECT. MNGRDW�E 'r ^r R0� r .i ft ,::i= ai, - ENCLOSURE - I B 4 9 rl� J�a Jr- i (-4 1YP'GLASSMIN. O SS HARDWARE- ZVSWI .� O i S�1' IJI J'r 1rI �i{j3 DOOR NG A T C w It r ,OR 2'-IIV' B'-8Y" 2'-11 49" 8'-BY4" O 18'-51fi" 18'-Sig" BATH RM V-2" 7'-11 g 1tg^ ERE BATHROOM FLOOR HALL CLOSET NLBATHROOM � C FLOOR R �iG\JENC TEMPERED GLASS MASTER SUITE SOUTH ELEVATION E - K�STER SUITE EAST ELEVATION BATH SHOWER ENCLOSU 1 1/2'GLASS MIN. n BATHROOM GENERAL NOTES: FLOOR S!'SWINGA RARE - -BATHROOM TO BE INSTALLED WITH WATER RESISTANT GYPSUM BOARD.SHOWER AND TUB AREA TO RECEIVE A HALF-INCH CEMENT BOARD. 0 1 2 3 4 4 5 FT -SHOWER AND TUB STALL SHALL HAVE A SCHLUTER KERDI SHOWER KIT WITH SHOWER TRAY,CURB FLOOR LEVEL MIN;SADDLE,WATERPROOFING MEMBRANE,STRIPS&SEAL AL WALLS AND FLOOR. LINEAR DRAIN. 10 CEMENT BOARD UNDER THE SHOWER, MIN.1"SHOWER CURB TO BE FORMED WITH LARGE FORMAT TILE FULL LENGTH AND DEPTH OF THE NI` SHOWER. COLOR TO BE SELECTED BYARCHITECT.. 9I' 014883 -ELECTRIFY MIRRORS,VANIES,FAUCETS,TOWEL HOLDER AND ALL PLUMBING D(TU ES WILL B6 PROVIDED BY OWNER AND INSTALLED BS,HOOKS, IY LET THE CONTRACTOR. 1RN TILE TO )OW FRAME- R CORNER SILICONE _—PREMIUM LED BREAKER COSMETIC TILE SCHEDULE vBA Prof#: seat VEEN MIRROR TEMPERED 378.2 )OWAND GLASS SHOWER Drawn: SCREEN-3/9' A wN GLASS MIN. Checked: O EAST i © VB IARBLE WALL F F Av PITCH © I 0 G '0 TUB 1 G I II O Venci Benic AIA, I I O Drawingme T NYS#014883 G f _ Kaplan Residence O2225 Calves Neck Rd. Southold,NY 11971 • O O © Drawing Title BATH RM BATH RM BATHROOM FINISHES FLOOR TUB OR, ELEVATIONS Drawing Number BATHROOM NORTH ELEVATION BATHROOM SOUTH ELEVATION BATHROOM WEST ELEVATION A-2 08, . FLASHING AT CONNECTION TO HOUSE: 1. REMOVE THE SIDING INSTALLA LEDGER BOARD, CAREFUL STEPS MUST BE TAKEN TO ENSURE THAT MOISTURE CANNOT REACH THE HOUSE. NIA 2. FLASHING IS TO BE INSTALLED. VINYL"Z" FLASHING AND ROLLS OF SELF VINCENT BENIC ARCHITECT ADHERED VINYL BACK FLASHING. PO Bevmw.v amh Ny11e71 www.vbardr.com 3; THE HOUSE'S SHEATHING IS TO BE TRIPLE PROTECTED FROM MOISTURE- Issued/Revision 9174141 925 TYVEK TO BE STAPLED TO THE SHEATHING; THEN WITH VINYL FLASHING;AND THEN THE Z FLASHING, WHICH ALSO PROTECTS THE LEDGER ITSELF. 81IZ24 NFWW ISSUED FOR PRICING 4. PROTECT THE TOP OF PT JOISTS AND GIRDERS WITH"TREX PROTECT JOIST, 12W4 NFWW ISSUED FOR PRICING BEAM & RIM TAPE" 0411e125 BD PERMIT SUBMISSION XSHOWER IPE EXIST. EXIST STAIR/PLATFO BED RM M/ Drawings h ll remain,the p perry entsof of proVINCENT SE tonal service BATHRM are,and shall remain,the properly of or In part, GENIC 12"TREADS, ARCHITEcr No reproduction,In whole or In part,shall be made without the written authorization of VINCENT GENIC ARCHITECT. W-On r the construction ofthS 6"+/-RISERS proledcot nameed herein and shall not be used by any other parties AND for any other construction without the written consent of STRINGERS TO VINCENT GENIC ARCHITECT. BE IPE Cq Q O: to - ry I CONCRETE FOOTINNEW WOOD DECK - ON THE IRS BOTTOM OF THE STAIRS G\S-�ERED NCI j WORKING POINT NA20!2 O14883 \�0 Z— . _j c'M VBA RoJ 3: - Seal: y 378.2 Drawn: WM CONT.TRIM THE Checked: 5/4"PREMIUM IRE Dr='_K— FLOOR DECK Va "'"'--"" '""'""""""' SECURED WITH /4"X 4"GUARDRAIL POSTS EVENLY SPACED W/5/4"x 6"TRIM -------- " - -""-""-"" "---' APPROX.4'O/C. 5/4 X 4"CONTINUOUS CAP. CONCEALED SPINE -TYP tv FASTENERS 3/16 INCH MARINE GRADE 316L STAINLESS STEEL ROPE RAIL AT 4"OC.COATED FOR RUST RESISTANCE. Vencl Ben AiA, CONCRETE FOOTING ON IPE STAIR/PLATFORM/ 316 NYS#014883 BOTTOM OF THE STAIRS 12"TREADS,6"+/-RISERS AND Drawing Title Ka STRINGERS TO BE IPE �aC Residence Neck Rd.Southold,NY 11971 Drawing Title 1 A301 POOL DECK PLAN= POOL DECK PLAN scale:117� 1,-0�� 0 1 2 3 4 4 5FT Drawing Number A-300 VINCENT GENIC ARCHITECT PO Box 92,Southold NY 11971 www.vbarch.com 1925 - Issued/Revision 5 •= ' ` ! NEW FASCIA BOARD AND SOFFITAS SPECIFED. 811224 NFWW ISSUED FOR PRICING r. J LIGHTING IN SOFFITAS PER ELECTRICAL DRAWINGS. 04/1825 BD PERMIT SUBMISSION t l- Ike r' S a _ Drawings&specifications as Instruments of professional service are,and shall remain,the property of VINCENT GENIC ARCHITECT. No reproduction,In whole or In part,shall be 5/4"IPE made without the written authorization of VINCENT BENIC ARCHITECT. . - ` se � "< i` +' ..:,: ,,,,. -.,. _� r '% °•°- i`'.i'= This document Is Intended solely for the construction of the '" ,�, - • - `��+ ,s - - - ' SECURED NTHproject named herein and shall not be used by any other parties t : `, •,.,, ',e r r for any other canstruttlon without the written consent of CONCEALED ;:. ,.:;. ;- •:, ", °. -�.-,_ - =''EX LINE VINCENT GENIC ARCHITECT. IST.WINDOWS ARE. 0 r NC D S s - 4 f - SHOWN WITHOUTANY 'r :+ r P REVISION: 4/23125 'MP-1= , 1 Y j ? , REVISED DECK SKIRT FROM 4"X 4"GUARDRAIL POSTS QSARATO MAHOGANY _ 4' EMIUM GRADE_ - •� :; a PR EVENLY SPACED ATAPPROX. Y , Y; O/C 5/4"X 6"CONTINOUS CAP. ' I I 3/16 INCH MARINE GRADE t STAINLESS STEEL ROPE RAIL AT t 4"OC. t I I ! t I ROUTE OUT THE CAP TO ACCEPT I t I I LED LIGHT.SEE ELECTRICAL r DRAWINGS FOR LIGHT x E N-F ' I 8 SPECIFICATIONS.COORDINATE `.` LAC a ELECTRICIAN. I 1.4 WITH THE EL \�,�ERED RCy iFti�c i IPA 1ST FLOOR ------------------------------- * t er = I — E7R -------DECK----------------- R — 1 3 ,9TFOF NENN FINISH GRADE — ' VBA Prej S: Seal: 378.2 n u ' t� a , Drawn:°ii ' � � - 1. .� WM i IPE STAIR/PLATFORM/ Checked: 12"TREADS,6"+/_RISERS AND _J VB STRINGERS TO BE IPE °' o 4 N 1 FOOTINGS AS PER STRUCT. Vence Benic,AM, I'THICK X12"IPE CONTINUOUS DWGS ALTERNATI 5 X 1 NYS#014883 DECK TRIM ALL AROUND CONTNNOUS MAHOGA Y CREEN Drawl""'nue Kaplan Residence EXPOSED PT LUMBER BELOW THE , STAIN DARK 2225 Calves Neck Rd. V'BA GRAY INCLUDING WOOD POSTS Southold,NY 11971 Drawing Title POOL DECK POOL DECK 1 SOUTH ELEVATION SOUTH ELEVATION 0 1 2 3 4 4 5 FT Drawing Number A-301 2'-1046" 3,-0, 1.4 3.3 1'-1Y4„ 4 -ALTENATE PRICE.— FRICE OUT RAISING THE CEILING TO CEILING JOIST ABOVE VINCENT BENIC ARCHITECT PO Bw 92,Southold NY 11971 -- www.vbarch.com CABINET WIT OUCH PUSH { : CABINET WITH TOUCH PUSH 91 7-41 4-1 9 2 5 Issued/Revision r 6/12124 NFVVIN ISSUED FOR PRICING N 04/18/25 BD PERMIT SUBMISSION WOOD VENEER {e Drawings&specifications as Instruments of professlonal service are,and shall remain,the property of VINCENT GENIC CX135 '. CXW1 - ARCHITECT. No reproduction,In whole or In part,shall be made -- -: CN13$ - without the written authorization of VINCENT BENIC ARCHITECT: -„ This document is Intended solely for the construction of the project named herein and shall not be used by any other parties for any other construction without the written consent of PAONRED CABINETST 'x" VINCENT BENIC ARCHITECT. 1 North elevation scale:1"=1'-0" s , 3'4Y" 1'�" 3'_176" 2- Z-13„ 2'-0„ TRASH 1T-6V' ALTENATE PRICE.— PRICE OUT RAISING THE CEILING TO CEILING JOISTABOVE CABINET WITH TOUCH PUSH ' 014883 �- ___ _ _ ___ - 378.2 VBA rdj - LAT L UTBOATD,NG B I P SINEW WMw a Ui - - - - - - Checked: V8 N l L� a NYS#014883 A, Project Kaplan Residence 225 Calves Neck Rd. rI ys i r Southold,NY 11971 Drawing Title VBA 0 0 JL KITCHEN .` ELEVATIONS `... Drawing 9 Number 2 West elev z'-B" 5W 3'-sib" r6" 2'_117/9' 2,-0„ 2'-0,�„ 2-6v, 2'-0f B„ 3,1,�„ Scale:1"= 3 A-304 12'-2 scale:,"=1'-0" SPIq� 24" BASE CABINET NBA UNDER THE VINCENT BENIC ARCHITECT ISLAND TABLE vbarchSoach Ny 1,97, Www. .eom 917-414-1925 Issued(Revision QUARTZ rk. COUNTERTOP ON 13124 NFV ISSUED FOR PRICING 1 /� 2/3/24 NFWM ISSUED FOR PRICING „ ,y," U 04/18/25 BD PERMIT SUBMISSION „ TOP OF FINPLY _ PLYWOOD - CHAIRS N.I.C. 24" D PLASTIC 1 LAM I NATE AS - �I Drawings Qspedp fltlons as Instruments of professional service - _/• fit\ a are,and shall remain,the property of VINCENT GENIC I ARCHITECT No reproduction,in whole or In part,shall be made SELECTED BY 1 1/2" WALNUT ` A305 without the written authorization of VINCENT BENIC ARCHITECT. ARCHITECT W/6 — This document Is Intended solely for the construction of the i project named herein and shall not be used by any other parties PLYWOODTABLE VINCENT for any other construction without the written consent of PULL OUT _. ENT GENIC 0.CHIfE A Cr END TO MATCH _ .>: DRAWERS AND _ ARCH ITECT'S HITECT S ; INTERIOR SUB- SAMPLE III DIVIDERS ON EASE ED GE 1 BY /211 TABLE END ELEVATION a TABLEE SIDE ELEVATI a RADIUS Scale:1"=1'-0" ¢ A305 QUARTZ COUNTERTOP ON TOP OF "FINPLY" 'CERED !3 3 � OD 1/4 f % Ll 1/ q. " I 7At 1114 I • .1 T 01488,3 QUARTZ 2 TABLE EEDGE DETAIL gTFOF NE\N ° Scale:Actual Size COUNTERTOP i 1 r ON TOP OF VEIA r- IIFI LY" 378.2 of#. Seal; x, CXW135 1 1 PLYWOOD r , , 139 Drawn; P WM WM� .::A,.�., t 1 I I l - eik% "'r_._�—•=��. {"._4 - Backed: O O ` , O O t Y I I 1 1 1 J 1 1 P 1 Vend Benlc AIA t e � NYS#014883 1 I .I k Project Kaplan Residence 2225Calves Neck Rd. So TABLE END DETAIL Drawing Title Sete:Actual Size 4' ' KITCHEN ELEV. EXISTING POSTS AND DROPPED SOFFIT/BEAM TO BE 41-01/11 REMOVED.SHORE AS NECESSARY.SEE STRUCTURAL EVED.SHOREASNECESSARY.SEESTRUCTURAL 1 1/2" WALNUT PLYWOOD VIEW FROM DINING RM a TABLE END ELEVATION 12'-2„ TABLE END ELEVATION TO Drawing Number Scale:1 V-0" MATCH ARCHITECT'S SAMPLE A-305 CABINETRY NOTES.: THIS OUTLINE SPECIFICATIONS IS A GENERAL GUIDELINES FOR INSTALLATION OF ALL WOODWORK INCLUDING, BANQUETTE, TRIM, KITCHEN CABINET WORK, BANQUETTE TABLE,ALL CABINETWORK IN BASEMENT AND GUARDRAIL ON THE EXTERIOR PERIMETER OF THE DECK. THE SPECIFICATIONS ARE ilia SUPPLEMENTARYAND COMPLEMENTARY TO THE NOTES ON OTHER DRAWING.ANY INCONSISTENCIES VINCENT BENIC ARCHITECT SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. Poe°. w .vbamb. NY 11971 www.vbarch.com 917-414-1925 1. COUNTERTOP SHELL BE 1 1/4"SOLID COLOR CORE HIGH PRESSURE PLASTIC LAMINATE. BY FORMICA OR Issued/Revision EQUAL . COLOR TO BE SELECTED BY OWNER. 2. BACKSPLASH SHALL BE TILE.TILE TO BE PROVIUDED BY OWNER. 12W4 NFVNNISSUED FOR PRICING 04/18/25 BD PERMIT SUBMISSION 3. THE SHELL AND THE DRAWERS/SHELVING OF THE BASE AND WALL CABINETS SHALL BE CONSTRUCTED FROM BALTIC BIRCH 3/4"PLYWOOD AND BE FINISHED ON THE INTERIOR AND EXTERIOR AS PER OWNERS SELECTION. DRAWER BOX CONSTRUCTION: MINIMUM 1/2"SOLID WOOD BALTIC BIRCH SIDES, BACK, SUB-FRONT,AND 1/2"PLYWOOD BOTTOM. 4.ALL FACES ESPOUSED TO EXTERIOR VIEW SHALL BE CONSTRICTED OF SOLID WOOD AND SHALL BE FINISHED AS PER OWNER SELECTION.CONSTRUCTED WITH 3/4"Lumber Species: Plain-sawn, clear, kiln dried BALTIC BIRCH. ALL EXPOSED TO EXTERIOR VIEW HARDWARE IS TO BE SELECTED BY OWNER AND Drawings hallr main, h as property of VINCENT DENICal service are,and shall remain,the Droperty of VINCENT GENIC DELIVERED TO CONTRACTOR FOR INSTALLATION. ARCHITECT No reproduction,In whole or In part,shall be made without the written authorization of VINCENT GENIC ARCHITECT. This document Is Intended solely for the construction of the project named herein and shall not be used by any other parties 5.ALL WORKMANSHIP SHALL MEET OR EXCEED QUALITY STANDARDS OF for any other rnnstructlonwlthoutNe written consent of THE AMERICAN WOODWORKING INSTITUTE FOR ARCHITECTURAL WOODWORK MATCH"CUSTOM"QUALITY VINCENT GENIC ARCHITECT: AS DESCRIBED IN STANDARDS UNLESS SPECIFIED ON THE DRAWINGS ARE OF HIGHER QUALITY. 6. EXTERIOR GUARDRAILS ND HANDRAIL SHALL BE CON CONSTRUCTED WITH SOLID KILN DRIED MAX 12% MOISTURE CONTENT AND SHALL NE CONSTRUCTED WITH: CLEAR"BALD CYPRESS" PAINTED FINISH. 7. ALL FINISHES SHALL RECEIVE A MIN OF 4 COATS OF FINISH IN THE SHOP AND FINAL TOUCH UP PRIMER AND COAT IN THE FIELD FOR THE RAILING. SUBMIT FIELD MEASURED SHOP DRAWINGS FOR ALL ITEMS SPECIFIED ABOVE FOR APPROVAL PRIOR TO START OF WORK, EREDq 1. SHOW LOCATION OF EACH ITEM, DIMENSIONED PLANS AND ELEVATIONS, LARGE-SCALE DETAILS, ATTACHMENT DEVICES,AND OTHER COMPONENTS. 2. PROVIDE ONE SET OF SHOP DRAWINGS WHICH INCLUDES ALL PRODUCTS WITHIN THIS SECTION, -� ENGINEERED AND BUILT BY A SINGLE SOURCE MANUFACTURER. A. SAMPLES FOR SELECTION ' '4 1. SAMPLES WITH APPLIED TRANSPARENT FINISHES TO BE PROVIDED UPON REQUEST. N 2. HIGH PRESSURE DECORATIVE LAMINATE SAMPLE CHAINS TO BE PROVIDED UPON REQUEST. 3. SOLID WOOD SPECIES AND COLOR SAMPLES TO BE PROVIDED UPON REQUEST. 9�F`014883 O,cN YOR1� B.SAMPLES FOR FINAL VERIFICATION 1. LUMBER FOR TRANSPARENT AND PAINT FINISH 2.VENEER FACED PANEL PRODUCTS FOR TRANSPARENT FINISH 3.SOLID WOOD SAMPLE:2 INCH X 4 INCH. PROVIDE UPON REQUEST. VBA Proj S: Seal: 378.2 C. MOCKUPS: BUILD MOCKUPS TO VERIFY SELECTIONS MADE,TO DEMONSTRATE AESTHETIC EFFECTS,AND Drawn: SET QUALITY STANDARDS FOR MATERIALS AND EXECUTION. WM Checked: 1.APPROVED MOCKUPS MAY BECOME PART OF THE COMPLETED WORK IF UNDISTURBED AT TIME OF V8 SUBSTANTIAL COMPLETION. THE OWNER RESERVES THE RIGHT TO MAKE MINOR ADJUSTMENTS TO THE IV MOCK UP. (L vencl Benlc AIA, NYS*0148b3 Project Kaplan Residence 2225 Calves Neck Rd. Southold,NY 11971 Drawing Title CABINETRY SPECIFICATIONS Drawing Number A-306 TYP. ELECTRIC NOTES (ALL SHEETS) 1.ALL ELECTRICAL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE, LATEST EDITION, NEW YORK STATE CODE,AND LOCAL JURISDICTIONS REQUIREMENTS. VINCENT BENICARCHITECT' PO Box 92.Southold NY 11971 www.vbarehmm 917414-lM 2. CONTRACTOR SHOULD COORDINATE ALL WORK WITH OTHER Issued,Revision TRADES AND PROCEED AS NEEDED AS NOT TO IMPEDE THE 12rM4 NFWW ISSUED FOR PRICING PROGRESS OF WORK. 04118n5 BD PERMIT SUBMISSION 3. ELECTRICAL CONTRACTOR, PRIOR TO THE BID, EXAMINE THE EXISTING SERVICE, PANEL, WIRE, ETC IN THE BASEMENT, - DEMOLISH ALL ELECTRICAL PANELS AND WIRING AS NEEDED. - ELECTRICAL METER TO BE RELOCATED TO THE EXTERIOR IN THE AREA OF THE EXISTING TRANSFORMER. are,and shall remain,the proas perty of VINCENTts of BENICal service are,and shag remain,tha property of VINCENT GENIC ARCHITECT. No reproduction,In whole or in part,shall be made -IF NEEDED, PROVIDE NEW SERVICE WIRE FROM EXTERIOR METER TO Twithouthis the then Is authorization for VINCENT cons GENIC ARCHITECT This document Is Intended solely far the construction of the THE HOUSE. project named herein and shall not be used by any other parties for any other construction without the written consent of - COORDINATE WITH UTILITY FOR NEW SERVICE FROM TRANSFORMER VINCENT GENIC ARCHITECL TO METER. - PROVIDE ALL NEW ELECTRICAL PANELS, WIRE AS NEEDED FOR EXITING AND NEW LOAD. - REPLACE EXISTING PANEL IN FIRST FLOOR CLOSET WITH NEW PANEL. PROVIDE ADEQUATE SPARES TO ACCOMMODATE FUTURE NEEDS. 4. ELECTRICAL CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY FOR THE ELECTRICAL WORK AND SHALL OBTAIN ALL INSPECTIONS NEEDED FOR A FINAL ACCEPTANCE AND THE CERTIFICATE OF �ERED OCCUPANCY. Gas qR �ENcl eFti`y% 5 PROVIDE AN ELECTRICAL FEED TO THE NEWA/I SEPTIC SYSTEM ON THE WEST SIDE OF THE HOUSE. SEE SEPTIC SYSTEM DESIGN , DRAWING FOR MORE INFORMATION. 6. HVAC-AIR-SOURCE HEAT PUMPS, MIN. SEER 20 '9TF 4883 ALL DUCTWORK TO FOLLOW LATEST ASHREA: WI R12 INSULATION NEW ( SUPPLYAND RETURN AND DUCT SEALING AND LEAKAGE REQUIREMENTS AS PER CODE. PROVIDE POWER FOR NEW MASTER SUITEAIR HANDLER UNIT IN THE 3VBA 78 IRe,�, Seal: 79.2 ATTIC AND THE CONDENSER ON THE OUTSIDE Drawn: WM Checked: 7. PROVIDE SERVICE LIGHTING IN THEATT/C FOR THE NEWAC UNIT VB AND DUCTWORK IN ATTIC ABOVE THE MASTER BATH AND THE NEW 'v ADDITION. LIGHTING SHOULD BE CONTROLLED WITH SWITCH AND AN ENTRANCE TO BOTH SPACES. Vend enic, I", 8. PROVIDE SEPARATE 30AMP CIRCUIT FORA NEW SEWER Project Kaplan Residence INJECTOR PUMPAND SYSTEM ON THE EAST SIDE OF THE BASEMENT- 2225 Calves Neck Rd. SEE DRAWINGA-100. COORDINATE WITHA PLUMBING CONTRACTOR SDujhDId,NY11971 FOR REQUIREMENTS, Drawing Title ELECTRICAL NOTES ADD ALIENATE: PROVIDE WHOLE HOUSE NATURAL GAS GENERATOR AND SPECIFICATIONS AND TRANSFER SWITCHES LOCATION TO BE DETERMINED BY THE Drawing Number CLIENT ON THE WEST SIDE OF THE HOUSE. NOTE THAT THE GAS SERVICE IS LOCATED ON THE EAST SIDE OF THE PROPERTY. E-1 00 KEY: DUPLEX RECEPTACLE =0 WP Waterproof DUPLEX RECEPTACLE � QUAD RECEPTACLE - VBA ,_________ = _ CLOSET CLOSET GFCI VINCENT BENIC ARCHITECT Ground fault circuit interrupt RECEPTACLE 1 PO Box 92,Southold W 11971 www.vbarch.com I917414-1925 SMOKE SMOKE AND CARBON MONOXIDE DETECTOR CONNECTED TO EXISTING SYSTEM I j Issued/Revision 1 , 1 , ill RECESSED COMPONENT BOX BY SANUS TV MEDIA IN-WALL BOX(1T,X 161, I I 04/18/25 BD PERMIT SUBMISSION WHITE)SA-IWB17-WI with DUPLEX RECEPTACLE IX EXPAND 1 TV CABLE RECEPTACLE I j EXIST. 1 , BATH RM 1 , 1 , I 0 1 LAUNDRY Drawings&specifications as Instruments of proresslonal service are,and shall remain,the property of VINCENT BENIC - ARCHITECE No reproduction,In whole or In part,shall be made without the written authorization of VINCENT BENIC ARCHITECT This document Is Intended solely for the construction of the project named herein and shall not be used by any other parties for any other construction without the written consent of VINCENT GENIC ARCHITECT. QUAD USB C AD USB C PORT 4t 6" H wall PORT SMO OSMOKE CLOSETS ON E I STI qG BEDROOM , . TO IC° FASTER (145SF) BED RM ESMOKE 0 quad at C A C� TEL 1AT RIDGE l ?r �- Id ----------- 1 D C3 f ' I WP GFCI i i i l T ' 0148813 1 GFCI MASTER B TH IN EXIST. ' BEDROOM I ( 200SF) VBA Prof S: Seal: 378.2 NOTEI SEE Al00 FOR TV @ COORDINATE p` I TV Doti Drawn: LOCATION OF CRAWL WITH ARCHITECT ; // ///&cable � � SPACE OUTLET FOR SUMP I bo e Ve PIMPS GFCI 1 ( u-- ; 1 / ,firepla w CI ' mantle21 ip PROVIDE A ELECTRIC FLOOR HEAT WARMING SYSTEM IN THE Vencl Benlc AIA, MASTER BATH.AS NYS#0148�3 MANUFACTURED YSLEFLO H Project KaplanResidence TAPEMAT WIFI,FOR TILE FLOOR, 240 I/ WIFI PROGRAMMABLE SUN.'iTAT®CONNECTPLUSTu 2225 Calves Neck Rd. THERMOSTAT.AND AN ADD ON CONNECTPLUS SMART SENSOR Southold,NY 11971 1 KITCHEN PLAN Drawing Title Scale:,/2 -''-0' MASTER SUITE 0 1 2 3 4 4 5FT ELECTRIC POWER PLAN EXIST. MASTER SUITE TO BE CONVERTED TO Drawing Number NEW ADDITION BATHROOM AND CLOSETS E- 101 KEY:_ $„o, LUTRON MSCL-OP153M MAESTRO OCCUPANCYNACANCY SENSOR CL DIMMER —� eenror $» LUTRON MA-PRO MAESTRO PRO LED DIMMER-SINGLE POLE13-WAYJMULTI-LOCATION $ LUTRON DECORA SINGLE POLL SWITCH _ CLOSET CLOSET vilk $Multi Set fan timer switch VINCENT GENIC ARCHITECT LUTRON DECORA SINGLE POLL SWITCH x 92,Southold NY 11971 { Vanity J Po Box DER VISUAL COMFORT ENTRA 3000K LED SQUARE HIGH OUTPUTADJUSTABL 917414-1925 E NEW CONST RECESSED Issued/Revision HOUSING: IC AIRTIGHT RATED-ENTRA 3"FLANGELESS BEVEL RECESSED WHITE TRIM MODEL:EN3S-LH-9-30-A-A-I-EN3S-L-B-O-W-SQUARE PLASTIC FLANGE FOR FLANGELE N.SPACKLE INTO THE CEILING. BATH RM 12/03/24 NFWW ISSUED FOR PRICING ABOVE TUB OR SHOWER FRAME AND LENSED UJTABLE FOR WET OCATIONS _0411IM5 BD PERMIT SUBMISSION A A. A Multi Set fan 6 EXTERIOR WALL SCONCES AS SUPPLIED BY OWNER INSTALLED BY THE CONTRACTOR timer switch i Jo ELECTRIC JUNCTION BOX FOR ROLLER BLINDS T AS SUPPLIED AND INSTALLED BY OWNER CONTRACTOR o —� LAUNDRY ®BATHROOM EXHAUST FAN BY PANASONIC WHISPERCEILING FAN WITH SPACKLED IN FLUSH EXHAUST MOUNT J ILUXEI WITH SPACKLED FLANGE TO Drawings&specifications as Instruments of professional service CEILING are,and shall remain,the property of VINCENT GENIC ARCHITECT. No reproduction,In whole or In part,shall be made q ,,A without the written authorization of VINCENT GENIC ARCHITECL is A q A A This document Is Intended solely for the construction of the project named herein and shall not be used by any other parties for any other construction without the written consent of VINCENT BENIC ARCHITECT: 3 COVE LIGHSG ` way O 4 Sway =- q 4 , CLOSETS I ST114:3 BEDRO011 IC uA W MASTER oA ARED RM %A ® 7'-3W'+/- LJ I jCOV 'LIGHTbC COVEiLIGHTC , tv Motion J OSMETIC MIRROR 1 . COVE LIGHTL:DIODELED"VALENTX' PRECISION-ENGINEERED,HIGH sensor" A i 7fz DENSITY TAPE LIGHT FOR DEMANDING 1__________________________, „ APPLICATIONS.UP TO 800+LUMENS RA PER FOOT WITH 95+CRI/90+R9.12 A A A YEAR WARRANTY. J Multi Set 24VDC INPUT VOLTAGE-COLOR fan timer tp �14883 3000CCT. OMNIDRIVEG X Damnable 1 A,A IN A A switch ELECTRONIC Driver 1 _ �n / 9 C SEE FLOOR PLAN FOR APPROXIMATE F NEB LENGTH. I t 2 �� r UNDER CABINET VANITY LED NIGHT LIGHTS- g� 3 i ;' / 3 /j N r0 ' VBA Prof�: Seal: JIODELED"BLAZE"LED TAPE LIGHT 100+ A A i /� 37e.2 LUMENS/1.46W PER FOOT WITH 90+ A A 8 s_13y„+/_ A AM �� Dra n: CRI.90+CRI;;MODEL 24V[I)BLBSCI 6wM 24VDC INPUT V:COLOR 30DOCCT Motion. _:_ Checked: OMNIDRIVE®X Damnable ELECTRONIC Driver J sensor SEE FLOOR PLAN FOR APPROXIMATE ' J `` SH�WEt2 / LENGTH. I - - _' ==tc_r__=t=: SEE FLOOR PLAN FOR APPROXIMATE LENGTH. B W of w of Vanity Mirror June,t MA R BATH IN Junction Linear Venci Genic AIA, TAPE box for EXIST NYS#01481;3 LIGHT.BLBSC2,191+L ENS PER FOOT roller diffuser WITH 90 CRI/90+. shade supply switch to Project register BEDROOM Kaplan Residence 24VDC INPUT VOLTAGE OLOR 3000CCT. connection Junction OMNIDRIVEB X Damnable ELECTRONIC Driver. box for WITH CHANNEL MODEL: MI 2'MUD IN WH roller 2225 Calves Neck Rd. (WHITE),PD(DIFFUSION LENS),FACTORY shade Southold,NY 11971 ASSEMBLY+FIELD connection NOTEfMATERBATHANDBATHR00M:REMOVEALL KITCHEN PLAN LENGTH.SEE EXISTING PLAN FOR APPROXIMATE EXISTING OUTLETS,SWITCHES,WIRING TELEPHONE, I Scale:1/2"VT-0AIN AND RECONNECTED AS NEEDED TO MAINT " Drawing Due CABLEAND OTHER ELECTRIC?EL DEVICES,CONFIRM MASTER SUITE ALL LIGHTS TO BE DELIVEREDW/ t ff POWEWELTO0THERAREA OF THE HOUSE. 0 1 2 3 4 4 5Ff LIGHTING PLAN APPROPRIATE DRIVERS,LIGHT BULBS 23 —1 O PREPARE WORK FOR YOU INSTALLATION. SEE And HARDWARE FOE INSTALLATION TO DRAWING D—101 FOR ADDITIONAL WORK FOR Drawing Number SPACE ALLOCATED FOR THAT INSTALLATION.. BASEMENT. NEW ADDITION EXIST. MASTER SUITE TO BE CONVERTED TO BATHROOM AND CLOSETS L— 101 APPROX.LOCATION OF POOL EQUIPMENT- PROVIDE VINCENT BENIC ARCHITECT POWER AND ; Po Box 92,Southold NY 11971 CONTROLS AS -----% 017 www.ybarch.com NEEDED v\pM041 GG Issued/Revision �5�1 pOO�`a 04N835 BD ISSUED FOR CING KEY: PERMIT SUBMISSION POLE13-WAYIMU 1LUTRON MA-PRO �OCAT ONESTRO RO LED DIMMER-SINGLE AROQf�R `_ 40- LUTRON DECORA SINGLE POLL SWITCH 71 w` M FRoM `C1 TEXTERIOR WALL HE CONTRACTOR SCONCES AS SUPPLIED BY OWNER INSTALLED BY M�N\Mv WP LUTRON DECORA Waterproof DUPLEX GFIC RECEPTACLE Drawings B specifications as instruments of professional service are,and shall remain,the property of VINCENT GENIC REPLACE THREE EXISTING SOFFIT LIGHTS WITH FIVE am, No reproduction,In whole or In part,shall be made NEW LED DOWNLIGHT x' without the written authorization of VINCENT GENIC ARCHITECE This doament Is Intended solely for the construction of the EXIST project named herein and shall not be used by any other Parties for any other construction without the written consent of VINCENT BENIC ARCHITECT. .BED RM m SHOWER M BATH RM 30 -011 NEW OUTDOOR SHOWER 41* °' (36SF) NBA yr 1 3 11 p IC cT z � � KEM C? r il/ 01 2345678910FT e Fllndt 24V Outdoor Ballard o1b � B Christian Flindt,For Louis Poulsen N BASE PLATEN $000 COLOR LAMP STATE.OF N Note: Concealed guard RAIL STRIP LIGHT DIODELED"BLAZE"FOR WET VBA Prot s: seal: Circuits Are LOCATIONS LED TAPE LIGHT TAPE LIGHT 24VDC,.BLBSCI, 378.2 Shown On The 2 191+LUMENS PER FOOT WITH 90 CRI/90+.24VDC INPUT Drawn: VOLTAGE-COLOR 3000CCT.IN REC CHANNEL,BLACK WN Drawing FINISH OMNIDRIVE@ X Damnable ELECTRONIC Driver. Note: Checked: ' 4 Provide power v POOL LIGHT ve AS SPECIFIED BY POOL CONTRACTOR ^' 1 =E)WP GFIC WATERPROOF OUTLET for pool 'V �— AS SPECIFIED BY POOL CONTRACTOR equipment and PROVIDE POWER FOR POOL EQUIPMENT automat/c pool AND AUTOMATIC POOL COVER COV@r Z 3 © Vencl Benlc AIA, NYS#0148§3 _ ❑ Project Kaplan Residence r 2225 Calves Neck Rd. Southold,NY 11971 i Drawing Title .WP ' If DECK & POOL LIGHTING ELECTRIC POWER PLAN Drawing Number NEW POOL . -� E- 105 &--w5Aou� - k5s-cssors ABBREVIATIONS SYMBOL KEY/LEGEND MASONRY GENERAL NOTES UNLESS OTHERWISE NOTED OR SHOWN ON PLAN THE FOLLOWING NOTES SHALL APPLY ADJ. ADJUSTME=NT H.P. HIGH POINT SECTION NUMBER ' ) ADJ. ALTERNATE HOR., HORIZ. HORIZONTAL �- NEW COLUMN LINE 1. CMU WALL DESIGN ALLOWABLE STRESSES ARE BASED ON "SPECIAL INSPECTION" REQUIREMENTS OF ACI 530.1-13/ A.B. ANCHOR BOLT H.S.B. HIGH STRENGTH BOLT ASCE 6-13 / TMS 602-2013. CONSTRUCTION OF WALLS MUST BE PERFORMED IN ACCORDANCE WITH REQUIREMENTS BOT BOTTOM IN. INCHES �-- MOMENT CONNECTION : SECTION SHEET LOCATION FOR LEVEL B QUALITY ASSURANCE GUIDELINES DEFINED BY ACI 530. ATTACH. BUILDING JT. JOINT 2. CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C90 FOR LOAD BEARING UNITS. CMU SHALL BE NORMAL BM. BEAM L.L.H., LLH LONG LEG HORIZONTAL WEIGHT. PO Box 92, Southold NY 11971 B.R. BRACE L.L.V., LLV LONG LEG VERTICAL 3. CMU BLOCK SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1,900 PSI ON THE NET AREA OF THE BLOCK. www.vbarch.com CANT. CANTILEVER L.P. LOW POINT CENTERLINE LOC'N(S) LOCATION(S) GENERAL INFORMATION 4. MINIMUM f'm SHALL BE 1,500 PSI. Issued/ Revision CLR. CLEAR MAX. MAXIMUM UNLESS OTHERWISE NOTED OR SHOWN ON PLAN THE FOLLOWING NOTES SHALL APPLY 5. COMPRESSIVE STRENGTH OF THE GROUT SHALL BE A MINIMUM OF 3,000 PSI WITH A 8" TO 11" SLUMP AND COMPLY C.A., CACOLUMN ABOVE MIN. MINIMUM ( ) WITH REQUIREMENTS FOR FINE GROUT PER ASTM 476 (3/8" TO 1/2') MAXIMUM SIZE AGGREGATE DETERMINED IN C.B., CBCOLUMN BELOW NO. NUMBER 1. "LOADS" INDICATED ON THIS DRAWING ARE THOSE FOR THE DESIGN OF THE BUILDING SUPERSTRUCTURE. ACCORDANCE WITH ASTM C1019. 11/18/24 PROGRESS DRAWING COL. COLUMN N.T.S. NOT TOSCALE CONC. CONCRETE O.C. ON-CENTER 2. DESIGN LOADS AND CRITERIA USED IN THE DESIGN OF SPECIALTY STRUCTURAL SYSTEMS i.e. CURTAIN WALL, 6. MORTAR SHALL BE TYPE S HIGH STRENGTH MORTAR CONFORMING TO ASTM C-270. CONN. CONNECTION P.S.F., PSF POUNDS PER SQUARE FOOT FIRESTAIRS, LIGHT GAGE STEEL STUDS, ARCHITECTURAL PRECAST CONCRETE, METAL PANELS, ETC.) TO BE DETERMINED 7. GROUTING PROCEDURES SHALL BE IN STRICT COMPLIANCE WITH RECOMMENDATIONS AS OUTLINED BY NCMA AND ACI. CONT. CONTINUOUS P.S.I., PSI POUNDS PER SQUARE INCH BY A THIRD PARTY ENGINEER CONTRACTED BY THE SPECIALTY STRUCTURAL SYSTEM MANUFACTURER IN ACCORDANCE 8. BELOW GRADE: ALL CELLS FULLY GROUTED SOLID. ABOVE GRADE: CELLS RECEIVING REINFORCING SHALL BE FULLY DIA., 0 DIAMETER R.D. ROOF DRAIN WITH CODE REQUIREMENTS OF GOVERNING JURISDICTION. SPECIALTY ENGINEER IS RESPONSIBLE FOR ALL CONNECTIONS GROUTED. DWG. DRAWING FIG. REINFORCING/REINFORCED OF THESE SYSTEMS TO THE SUPERSTRUCTURE, INCLUDING, BUT NOT LIMITED TO, ENGINEERING, DETAILING, AND EA. EACH REQ'D REQUIRED INSTALLATION. IF ALTERATION TO THE SUPERSTRUCTURE ARE REQUIRED AS DETERMINED BY THE E.O.R. TO REINFORCE 9. MASONRY UNITS SHALL BE LAID IN A RUNNING BOND PATTERN WITH FULL FACE SHELL MORTAR BEDS. E.F. EACH FACE S.C. SLIP CONNECTION FOR HIGH CONCENTRATED FORCES APPLIED TO THE SPECIALTY SYSTEM CONNECTION, THE REINFORCEMENT AND COST 10. AREAS ADJACENT TO OPENINGS SHALL BE REINFORCED PER THE TYPICAL PILASTER DETAILS. EL., ELEV. ELEVATION S.O.B. SLAB-ON-GRADE SHALL BE BORNE BY THE SPECIALTY SUB-CONTRACTOR AND SHALL BE CONSIDERED A PART OF THE SPECIALTY 11. STARTING JOINT FOR ALL MASONRY SHALL BE LAID WITH FULL BED MORTAR COVERAGE. E.O.D. EDGE OF DECK SPL. SPLICE CONNECTION. E.O.S. EDGE OF SLAB SPA. SPACE, SPACING 3. ALL DETAILS MARKED "TYPICAL" IN THE SET OF STRUCTURAL DRAWINGS SHALL BE APPLIED THROUGHOUT THE PROJECT 12. MORTAR SHALL BE APPLIED TO CROSS WEBS OF CMU IN ADDITION TO HORIZONTAL AND VERTICAL EDGES OF AREAS OF EQ. EQUAL, EQUALLY SQ. SQUARE AS REQUIRED TO SATISFY THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL BEAM BEARING AREAS. E.W. EACH WAY T & B TOP AND BOTTOM COORDINATE REQUIREMENTS FOR QUANTITY AND LOCATION WHERE THE "TYPICAL" DETAILS APPLY. 13. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A-615 GRADE 60. SHOP FABRICATE REINFORCING BARS E.J. EXPANSION JOINT SYM. THICKNESS 4. FAILURE ON THE PART OF THE CONTRACTOR TO REVIEW THE DRAWINGS OF OTHER DISCIPLINES (i.e. ARCHITECTURAL WHICH ARE SHOWN TO BE HOOKED OR BENT. PROVIDE A MINIMUM LAP OF 48 X BAR DIAMETER AT ALL SPLICES, EXT. EXTENSION T.O.S. TOP OF STEEL MECHANICAL ELECTRICAL PLUMBING ETC.) TOGETHER WITH THE FULL EXTENT OF THE PROJECT SPECIFICATIONS DOES UNLESS OTHERWISE INDICATED. Drawings &specifications as instruments of professional service FIN. FINISH TYP. TYPICAL NOT RELIEVE THEM OF THE RESPONSIBILITY TO FURNISH AND INSTALL ITEMS THAT ARE PART OF THEIR WORK AS 14. UNLESS OTHERWISE INDICATED IN SECTION OR NOTED PROVIDE MINIMUM VERTICAL AND HORIZONTAL REINFORCING FOR are, and shall remain, the property of VINCENT BENIC FT. FOOT/FEET U.O.N. UNLESS OTHERWISE NOTED ARCHITECT. INo reproduction, in whole or in part, shall be made FTG. FOOTING VERT. VERTICAL INDICATED BY THE DRAWINGS AND SPECIFICATIONS OF OTHER TRADES. ALL STRUCTURAL TRADE CONTRACTORS AND ALL MASONRY WALLS AS FOLLOWS: without the written authorization of VINCENT BENIC ARCHITECT. SUB-CONTRACTORS ARE PROHIBITED FROM EXCLUDING STRUCTURAL WORK FROM THEIR CONTRACT NOT SHOWN IN THE A. FOR ALL INTERIOR 8" WALLS, PROVIDE A MINIMUM 1 5 VERTICAL REBAR SPACED 48" ON CENTER This document is intended solely for the construction of the H. HANGER W.W.F. WELDED WIRE FABRIC STRUCTURAL DRAWINGS. MAXIMUM, CONTINUOUSLY FROM SUPPORT TO SUPPORT. IN ADDITION PROVIDE (1) #5 REBAR EACH SIDE OF project named) herein and shall not be used by any other parties EACH OPENING AND AT ENDS OF WALLS. ALSO, MAKE THESE BARS CONTINUOUS FROM for any other construction without the written consent of FOUNDATION DESIGN AND CONSTRUCTION CRITERIA SUPPORT-TO-SUPPORT. VINCENT BEN'IC ARCHITECT. (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) SITE PREPARATION GENERAL NOTES B. FOR ALL EXTERIOR 8" WALLS, PROVIDE A MINIMUM (1) #5 VERTICAL REBAR SPACED 32" ON CENTER 1. IN ABSENCE OF A SITE SPECIFIC GEOTECHNICAL EVALUATION SOILS REPORT FOOTINGS HAVE BEEN DESIGNED FOR UNLESS OTHERWISE NOTED OR SHOWN ON PLAN THE FOLLOWING NOTES SHALL APPLY MAXIMUM, CONTINUOUSLY FROM SUPPORT TO SUPPORT. IN ADDITION PROVIDE (1) #5 REBAR EACH SIDE OF Y / ( ) EACH OPENING AND AT ENDS OF WALLS. ALSO, MAKE THESE BARS CONTINUOUS FROMr(17-ur P In C-,- BEARING PRESSURE OF 0.75 TONS PER SQUARE FOOT (1,500 PSF). 1. THE SURFACE OF THE EXPOSED SUB-GRADE SHALL BE INSPECTED BY PROBING OR TESTING TO CHECK FOR POCKETS SUPPORT-TO-SUPPORT. _. 2. MINIMUM DEPTH REQUIRED FOR FROST PROTECTION TO BOTTOM OF FOOTING/FOUNDATION IS (-3'-0") BASED THE OF SOFT OF UNSUITABLE MATERIAL. EXCAVATE UNSUITABLE SOIL AS DIRECTED BY THE GEOTECHNICAL ENGINEER / C. INSTALL STANDARD WEIGHT (W1.7) TRUSS TYPE HORIZONTAL JOINT REINFORCING AT MAXIMUM SPACING OF Engineering, Design, Construction Services RECOMMENDATIONS OF THE GEOTECHNICAL EVALUATION. TESTING AGENCY. 16 ON-CENTER WHERE TWO LONGITUDINAL WIRES ARE USED. THE SPACES BETWEEN THESE WIRES SHALL 3. IF REQUIRED, FILL ALL EXCAVATED AREAS WITH APPROVED CONTROLLED FILL. PLACE IN 6-INCH LOOSE LIFTS AND 2. FILL ALL EXCAVATED AREAS WITH APPROVED CONTROLLED FILL. PLACE IN 6 INCH LOOSE LIFTS AND COMPACT TO A BE THE WIDEST THAT THE MORTAR JOINT WILL ACCOMMODATE. INSTALL JOINT REINFORCING CONTINUOUS IN COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. ALL SUCH JOINTS. LAP JOINT REINFORCING ACCORDING TO MANUFACTURER. SPECIFICATIONS. JOINT 4. ALL CONTROLLED FILL MATERIAL SHALL BE A SELECT GRANULAR MATERIAL FREE FROM ALL ORGANICS OR OTHERWISE 3. ALL CONTROLLED FILL MATERIAL SHALL BE A SELECT GRANULAR MATERIAL FREE FROM ALL ORGANICS OR OTHERWISE REINFORCING SHALL CONSIST OF AT LEAST (2) TWO LONGITUDINAL WIRES FOR WALLS GREATER THAN DELETERIOUS MATERIAL WITH NOT MORE THAN 20% BY WEIGHT PASSING A NO. 200 SIEVE (CLASSIFIED AS SC, SM, SP DELETERIOUS MATERIAL WITH NOT MORE THAN 20% BY WEIGHT PASSING A NO. 200 SIEVE (CLASSIFIED AS SC, SM, SP 41NCHES IN WIDTH AND AT LEAST (1) ONE WIRE FOR WALLS NOT EXCEEDING 4 INCHES IN WIDTH. OR BETTER IN ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM) AND WITH A PLASTICITY INDEX NOT OR BETTER IN ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM) AND WITH A PLASTICITY INDEX NOT D. AT TOPS OF ALL 8" & 12" CMU WALLS AND AT A VERTICAL SPACING NOT TO EXCEED 48" ON CENTER EXCEEDING 6%. EXCEEDING 6%. PROVIDE A CONTINUOUS BOND BEAM (KNOCK-OUT) CONTAINING #5 LONGITUDINAL BARS. PLACE BARS 5. LOOSENED BEARING SOILS SHALL BE RECOMPACTED WITH A SMALL VIBRATORY PLATE COMPACTOR PRIOR TO PLACEMENT 4. PROVIDE FIELD DENSITY TESTS FOR EACH 3,000 S.F. OF BUILDING AREA FOR EACH LIFT OF CONTROLLED FILL. AT TOP OF BOND BEAM. PROVIDE MINIMUM COVER OF 1 1/2" �2) ONE AND A HALF INCHES). FOR 6" WALLS OF REINFORCING BARS. 5. EXCAVATIONS SHALL BE KEPT DRY BY PUMPING UNTIL UNDERGROUND CONSTRUCTION IS COMPLETE. PROVIDE CONTINUOUS BOND BEAM WITH (1) #5 LONGITUDINAL BAR. 6. FOUNDATION EXCAVATIONS TO BE INSPECTED BY GEOTCHNICAL ENGINEER PRIOR TO CONCRETE PLACEMENT. ALL 15. REFER TO TYPICAL. DETAILS FOR ADDITIONAL REINFORCING. REQUIREMENTS AT WALL OPENINGS, CONTROL JOINTS, SOFTENED OR OTHERWISE UNSUITABLE BEARING MATERIALS SHALL BE REMOVED AND REPLACED WITH LOAD-BEARING 6. LOOSENED BEARING SOILS SHALL BE RECOMPACTED WITH A SMALL VIBRATORY PLATE COMPACTOR PRIOR TO PLACEMENT CORNERS, INTERSECTIONS, AND BEARING CONDITIONS FOR LINTELS, BEAMS, & COLUM�33. FILL OR WITH LEAN CONCRETE (2,000 PSI). OF REINFORCING BARS. 16. THE REINFORCING REQUIREMENTS LISTED ABOVE SHALL APPLY FOR ALL WALLS WHICH SPAN VERTICALLY FROM BASE 7. FOUNDATION EXCAVATIONS TO BE INSPECTED BY GEOTECHNICAL ENGINEER PRIOR TO CONCRETE PLACEMENT. ALL TO A POINT OF ATTACHMENT TO EITHER THE STRUCTURAL STEEL FRAMING ABOVE, OR CONTINUOUS BOND BEAM. SOFTENED OR OTHERWISE UNSUITABLE BEARING MATERIALS SHALL BE REMOVED AND REPLACED WITH LOAD-BEARING FILL WALLS ARE TO BE MECHANICALLY FASTENED TO THE BUILDING STRUCTURE AT THE TOP OF WALL, ALWAYS. OR WITH LEAN CONCRETE (2000 PSI). 17. UNLESS OTHERWISE NOTED" OR INDICATED, ALL VERTICAL REINFORCING BARS SHALL BE CENTERED IN CELLS OF CAST-INI-PLACE CONCRETE GENERAL NOTES BLOCK WHERE REINFORCING IS INDICATED TO BE REQUIRED BY GENERAL NOTES M DETAILS. 18. FOR ANY SITUATION NOT INCLUDED BY THE GUIDELINES SET WITHIN THESE GENERAL NOTES CONSULT (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) SHORING AND BRACING NOTES ARCHITECT/ENGINEER. 1. ALL CONCRETE WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE AMERICAN CONCRETE INSTITUTE ACI 318-14. 19. PROVIDE REBAR DOWELS FROM SUPPORTING ELEMENTS (EXTERIOR PERIMETER EDGES OF ALL SLABS, CONCRETE 2. UNLESS OTHERWISE NOTED OR INDICATED ON DRAWINGS ALL CAST-IN-PLACE CONCRETE SHALL DEVELOP A STRENGTH (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) WALLS, ETC.) TO MATCH VERTICAL REINFORCING SIZE AND SPACING. DOWELS SHALL HAVE STANDARD 90 DEGREE OF 4,000 PSI. 1. CONTRACTOR SHALL PROVIDE LAYOUT DRAWINGS AND CALCULATIONS FOR SHORING AND BRACING SYSTEM AND OTHER HOOKS AND TENSION LAP WITH THE FIRST LIFT OF REINFORCING. 3. REINFORCEMENT SHALL BE DEFORMED BARS ASTM DESIGNATION A-615, GRADE 60. DATA, AS REQUIRED, PREPARED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF 20. HAVE STANDARD 90 DEGREE HOOKS AND TENSION LAP WITH THE FIRST LIFT OF REINFORCING. HORIZONTAL PENNSYLVANIA. SUBMIT TO ARCHITECT ONE WEEK PRIOR TO THE START OF WORK. REINFORCING AT CONTROL JOINTS EXCEPT FOR THE BOND BEAMS AT BEARING ELEVATIONS. 4. CONCRETE. PROTECTION FOR REINFORCEMENT SHALL CONFORM TO ACI 318-14. 2. SHORING AND BRACING SHALL COMPLY WITH THE LOCAL BUILDING CODE AND ORDINANCES OF THE LOCAL GOVERNING 21. PROVIDE BOND BEAM LINTELS AND BRICK SHELF ANGLES ABOVE WALL OPENINGS PER TYPICAL DETAILS. SEE THE 5. TEMPERATURE REINFORCING SHALL BE SUFFICIENTLY EMBEDDED TO DEVELOP FULL STRENGTH IN CONCRETE WALLS AND AUTHORITIES. ARCHITECTURAL DRAWINGS FOR LOCATIONS OF DOOR AND WINDOW OPENINGS. SLABS. 22. PROVIDE CMU CONTROL JOINTS AS INDICATED, WITH ADDITIONAL JOINTS SUCH THAT THE SPACING BETWEEN JOINTS 3. INSPECTION FOR STRUCTURAL STABILITY SHALL BE PROVIDED BY AN APPROVED LICENSED ENGINEER EMPLOYED BY THE DOES NOT EXCEED A SPACING OF 3xWALL HEIGHT 35 FT MAXIMUM WHERE BEAMS OR LINTELS BEAR AT CMU 6. PROVIDE ADEQUATE TIES FOR REINFORCEMENT IN SLABS, BEAMS, PIERS AND WALLS. REINFORCEMENT TO BE HELD AT CONTRACTOR, AS REQUIRED BY LOCAL GOVERNING AUTHORITIES. CONTROL JOINTS, OFFSET & LAP THE VERTICAL REINFORCING CORRECT DISTANCE FROM FORMS AND EARTH BY STEEL CHAIRS OR TIES. 4. SUBMIT WEEKLY FIELD OBSERVATION REPORTS TO ARCHITECT DURING THE DURATION OF THE SHORING OPERATION. NFORCING AS INDICATED. 7. FOLLOW C.R.S.I. RULES FOR PLACING OF REINFORCING STEEL AND ACCESSORIES. 23. PROVIDE ALL REQUIRED TEMPORARY WALL BRACING DURING CONSTRUCTION. 5. BENCHMARKS ARE TO BE ESTABLISHED BEFORE EXCAVATIONS AND RESURVEYED WEEKLY BY A LICENSED LAND 24. PROVIDE MECHANICAL ANCHORAGE BETWEEN ALL MASONRY ELEMENTS AND STRUCTURAL FRAMING BY APPROVED ` 8. NO CONCRETE SHALL BE CAST UNTIL THE PRELIMINARY TESTS REQUIRED HAVE BEEN MADE, REPORTS THEREOF FILED SURVEYOR EMPLOYED BY THE CONTRACTOR. MATERIALS AND METHODS PER PROJECT SPECIFICATIONS. MECHANICAL ANCHORS ARE REQUIRED AT ALL LOCATIONS WITH THE ENGINEER, AND APPROVED. THE CONTROLLED CONCRETE TO BE USED SHALL CONFORM TO THE APPROVED 6. BRACING SHALL BE LOCATED TO CLEAR NEW CONSTRUCTION AND OTHER PERMANENT WORK. WHERE MASONRY ELEMENTS ARE ADJACENT TO STRUCTURAL FRAMING AND SYSTEMS. PROVIDE ANCHORS AT A DESIGN MIX OBTAINED AS A RESULT OF THE PRELIMINARY TESTS. THE USE OF ANY ADDITIVES NOT PRESENT IN THE SPACING NOT TO EXCEED 16 INCHES ON CENTER (MAX). INDIVIDUAL ANCHORS SHALL BE CAPABLE TO WITHSTAND A VBA Proj #: seal: PRELIMINARY TEST MIX IS PROHIBITED. 7. MAINTAIN SHORING AND BRACING UNTIL STRUCTURAL ELEMENTS ARE REBRACED BY OTHER BRACING OR UNTIL HORIZONTAL LOAD OF 500 LBS. (WITHOUT AN ALLOWABLE STRESS INCREASE FOR WIND/SEISMIC). WALLS ARE TO BE 378.2 9. REPRESENTATIVE TEST CYLINDERS WILL BE TAKEN FROM THE CONCRETE PLACED EACH DAY IN ACCORDANCE WITH PERMANENT CONSTRUCTION IS IN PLACE. ANCHORED AT TOP, ALWAYS. MECHANICAL ANCHORAGE IS NOT TO CUT AND/OR INTERRUPT CONTINUOUS BOTTOM Drawn: CONCRETE' SPECIFICATIONS. REINFORCING IN SLABS; GENERAL CONTRACTOR TO COORDINATE. JEG 10. WELDED WIRE FABRIC SHALL HAVE A MINIMUM ULTIMATE STRENGTH OF 70,000 PSI AND SHALL CONFORM TO ASTM 25. CONTRACTOR IS TO SUBMIT THE FOLLOWING TO THE ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL: Checked: ' A-185 AND A-497. A. MATERIAL CERTIFICATES: SIGNED NY MANUFACTURER CERTIFYING THAT EACH OF THE FOLLOWING ITEMS 3K 11. MESH SHALL BE SPLICED SO THAT THE OVERLAP BETWEEN OUTERMOST CROSS WIRES OF EACH SHEET IS NOT LESS COMPLY WITH ALL PERTINENT ASTM REQUIREMENTS: -'n .; , THAN THE SPACING OF THE CROSS WIRES PLUS TWO INCHES, UNLESS OTHERWISE SHOWN ON THE DRAWINGS. - GROUT AND MORTAR DESIGN MIXES (� 12. THIS CONTRACTOR SHALL COOPERATE WITH OTHER TRADES AND WHERE REQUIRED INSTALL ALL BUILT-IN WORK, - REINFORCING MATERIALS SLEEVES, INSERTS, ETC., AS REQUIRED FOR A COMPLETE JOB. - CONCRETE MASONRY UNIT 13. STRUCTURAL MEMBERS SHALL BE POURED FOR THEIR FULL DEPTHS IN ONE OPERATION. CONSTRUCTION JOINTS SUCH AS A DAY'S POUR JOINTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE SPAN, MAIN REINFORCING TO RUN THROUGH THE JOINT, KEY AND ROUGHEN JOINTS TO EXPOSE AGGREGATE FOR CHEMICAL BOND. > JEFF KELLY, PE NEW 14. NO HORIZONTAL JOINTS SHALL BE PLACED IN WALLS EXCEPT AS SHOWN ON THE DRAWINGS, WITHOUT THE APPROVAL LICENSOER NO. R 95 30IONAL ENGINEER OF THE ENGINEER. 15. STRUCTURAL SLABS-ON-GRADE SHALL BE OF A THICKNESS AND REINFORCED AS INDICATED ON DRAWINGS. Drawing Title 16. SLABS-ON-GRADE SHALL HAVE THICKENINGS, DEPRESSIONS, OPENINGS, ETC., AS REQUIRED OR AS SHOWN HEREIN OR Kaplan Residence AS SHOWN ON THE ARCHITECTURAL DRAWINGS. 2225 Calves Neck Rd. 17. PROVIDE '100% CONTINUITY OVER SUPPORTS FOR CONTINUOUS SLABS AND BEAMS. Southold, NY 11971 18. PROVIDE TWO #5 BARS AT ALL RE-ENTRANT CORNERS AND AROUND OPENINGS IN ANY CONCRETE WALL, BEAM, SLAB, Drawing Title GRADE BEAM OR MASONRY BEARING WALL. 19. MINIMUM BEARING ON WALL 4" FOR SLABS UNLESS OTHERWISE NOTED. GENERAL 20. PROVIDE PRECAST LINTELS FOR ALL OPENINGS OR RECESSES IN BLOCK WALLS WHERE NO SPECIFIC LINTEL IS NOTED. 21. SEE MECHANICAL, ELECTRICAL, PLUMBING AND ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS IN STRUCTURAL NOTES- ROOF, FLOORS AND WALLS NOT SHOWN ON STRUCTURAL DRAWINGS. 22. IN ANY APPROVED CONSTRUCTION JOINT WITHIN CONCRETE CONSTRUCTION, PROVIDE 2x4 KEY AND 48 x BAR DIAMETER Drawing Number LAP (16" MINIMUM) OF REINFORCING THROUGH THE CONSTRUCTION JOINT, EXCEPT FOR SLABS-ON-GRADE. S-001 WOOD FRAMING GENERAL NOTES POST-INSTALLED ANCHOR GENERAL NOTES (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) DESIGN INFORMATION 1. ALL WOOD FRAMING MATERIAL SHALL BE SURFACED DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. 1. EXCEPT WHERE INDICATED ON THE DRAWINGS, POST-INSTALLED ANCHORS SHALL CONSIST OF THE FOLLOWING ANCHOR 2. ALL STUD AND WALL FRAMING SHALL BE EITHER OF THE FOLLOWING: TYPES ELATED AS PROVIDEDBY HILTI, INC. CONTRACTOR SHALL CONTACT HILTI AT (800) 879-8000 FOR ALL PRODUCT BASED ON 2020 BUILDING CODE A. NO. 2 GRADE SOUTHERN YELLOW PINE (SYP) 2. ANCHOR TYPES: O 92, Southold NY 11971 B. NO. 2 GRADE SPRUCE-PINE-FIR (SPF) 2.1. ANCHORAGE TO CONCRETE. F NEW YORK STATE PO Box www.vbarch.com "STUD" GRADE MATERIAL IS STRICTLY PROHIBITED FROM USE - ADHESIVE ANCHORS FOR CRACKED AND UNCRACKED CONCRETE USE: 3. ALL JOIST, RAFTER & MISC. FRAMING SHALL BE NO. 2 GRADE, SOUTHERN PINE. PROVIDE FULL-DEPTH (OR METAL) BRIDGING HILTI HIT-HY 200 SAFE SET SYSTEM WITH HILTI HOLLOW HIT-Z ROD PER ICC ESR-3187 SNOW DESIGN DATA Issued/ Revision HILTI HIT-HY 200 SAFE SET SYSTEM WITH HILTI HOLLOW DRILL BIT SYSTEM WITH HAS E THREADED ROD PER (PER BUILDING CODE SECTION 1608) AT MIDSPAN AND AT A MAXIMUM SPACING OF 8'-0" O/C IN BETWEEN. ICC ESR-3187 4. ALL FRAMING EXPOSED TO THE WEATHER OR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE-TREATED IN -- HILTI HIT-RE 500 -SD EPDXY ADHESIVE ANCHORING SYSTEM WITH HAS-E THREADED ROD PER ICC • GROUND SNOW LOAD (P9) = 50 PSF 11/18/24 PROGRESS DRAWING ACCORDANCE WITH THE AMERICAN WOOD PRESERVERS ASSOCIATION SPECIFICATION. WHERE POSSIBLE, ALL CUTS AND HOLES ESR-2322 FOR SLOW CURE APPLICATIONS SHOULD BE COMPLETE BEFORE TREATMENT. CUTS AND HOLES DUE TO ON-SITE FABRICATION SHALL BE BRUSHED WITH 2 - MEDIUM DUTY MECHANICAL ANCHORS FOR CRACKED AND UNCRACKED CONCRETE USE: • FLAT ROOF SNOW LOAD (Pt) = 35 PSF • SNOW EXPOSURE FACTOR (Ce) 0.9 COATS OF COPPER NAPHTHENATE SOUTION CONTAINING A MINIMUM OF 2% METALLIC COPPER IN SOLUTION (PER AWPA ST. M4). -- HILTI KWIK HUS EZ AND KWIK HUS EX-I SCREW ANCHORS PER ICC ESR-3027. = 5. THE CONTRACTOR SHALL CAREFULLY SELECT LUMBER TO BE USED IN LOADBEARING APPLICATIONS. THE LENGTH OF SPLIT ON -- HILTI KWIK BOLT-TZ EXPANSION ANCHORS PER ICC ESR-1917 • SNOW IMPORTANCE FACTOR (Is) = 1.00 THE WIDE FACE OF 3" (NOMINAL) AND THICKER LUMBER SHALL BE LIMITED TO 1/2 OF THE NARROW FACE DIMENSION. -- HILTI KWIK BOLT 3 EXPANSION ANCHORS (UNCRACKED CONCRETE ONLY) PER ISS ESR-2302 • SNOW THERMAL FACTOR (Ct) = 1.0 HEAVY DUTY MECHANICAL ANCHORS FOR CRACKED AND UNCRACKED CONCRETE USE: 6. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS WHICH RUN PARALLEL WITH JOISTS AND UNDER ALL CONCENTRATED LOADS -- HILTI HDA UNDERCUT ANCHORS PER ICC ESR-1546 FROM FRAMING ABOVE. -- HILTI HSL-3 EXPANSION ANCHORS PER ICC ESR-1545 DESIGN LIVE LOADS 7. PROVIDE HEADER BEAMS OF THE SAME SIZE AS JOISTS OR RAFTERS TO FRAME AROUND OPENINGS IN THE PLYWOOD DECK 2.2 REBAR DOWELING INTO CONCRETE: (PER BUILDING CODE SECTION 1613) UNLESS OTHERWISE INDICATED. - ADHESIVE ANCHORS FOR CRACKED AND UNCRACKED CONCRETE USE: OCCUPANCY OR USE PSF 8. STRUCTURAL STEEL PLATE CONNECTORS SHALL CONFORM TO ASTM A-36 SPECIFICATION AND BE 1/4" THICK UNLESS -- HILTI HIT-HY 200 SAFE SET SYSTEM WITH HILTI HOLLOW DRILL BIT SYSTEM WITH CONTINUOUSLY DEFORMED OTHERWISE: INDICATED. BOLTS CONNECTING WOOD MEMBERS SHALL BE PER ASTM A-307 AND BE 3/4" DIAMETER UNLESS REBAR PER ICC ESR-3187 RESIDENTIAL 40 OTHERWISE: INDICATED. PROVIDE WASHERS FOR ALL BOLT HEADS AND NUTS IN CONTACT WITH WOOD SURFACES. -- HILTI HIT-RE 500-SD EPDXY ADHESIVE ANCHORING SYSTEM WITH CONTINUOUSLY DEFORMED REBAR PER ICC STAIRS 100 Drawings specifications as instruments professional service ESR-2322 FLAT ROOF* 20* are, and shh all remain, the property of VINCENT BENIC ARCHITECT. No reproduction, in whole or in part, shall be made 9. BOLT HOLES SHALL BE CAREFULLY CENTERED AND DRILLED NOT MORE THAN 1/16 LARGER THAN THE BOLT DIAMETER. BOLTED 2.3 ANCHORAGE TO SOLID GROUTED MASONRY: * DOES NOT INCLUDE DRIFTING SNOW; COORDINATE w/ SNOW without the written authorization of VINCENT BENIC ARCHITECT. CONNECTIONS SHALL BE SNUGGED TIGHT BUT NOT TO THE EXTENT OF CRUSHING WOOD UNDER WASHERS. - ADHESIVE ANCHORS USE: DESIGN LOADS. This document is intended solely for the construction of the 10. PREFABRICATED "MICROLLAM" AND "PARALLALAM" LUMBER HEADERS AND BEAMS SHALL BE AS MANUFACTURED BY "TRUS JOIST -- HILTI HILTI HIT-HY 270 MASONRY ADHESIVE ANCHORING SYSTEM poo anyect named herein and shall not be other construction without the written dbyanyotherparties consent of MacMILLAN CORP." BOISE, IDAHO OR APPROVED EQUAL. MICROLLAM MATERIAL SHALL BE 2.OE. PARALLAM MATERIAL SHALL BE -- STEEL ANCHOR ELEMENT SHALL BE HILTI HAS-E CONTINUOUSLY THREADED ROD OR CONTINUOUSLY VINCENT BENIC ARCHITECT. 2.OE. DO NOT CUT OR NOTCH MICROLLAM/PARALLAM MATERIAL WITHOUT THE MANUFATURER'S APPROVAL. DEFORMED STEEL REBAR DESIGN DEAD LOADS HURRICANE CLIPS HOLD-DWN ANCHORS AND OTHER ACCESSORIES SHALL BE AS - 11. PREFABRICATED METAL JOIST HANGERS, MECHANICAL ANCHORS USE: (COMMON ESTIMATED SELF-WEIGHTS OF MATERIALS)-- HILTI KWIK BOLT-3 EXPANSION ANCHORS PER ICC ESR-1385 r rA MANUFACTURED BY "SIMPSON STRONG-TIE COMPANY", TEL. 800-999-5099). OR APPROVED EQUAL. INSTALL ALL ACCESSORIES 2.4 ANCHORAGE TO HOLLOW / MULTI-wYTHE MASONRY: 1ST FLOOR -CV& PER THE MANUFACTURER'S REQUIREMENTS. ALL STEEL SHALL HAVE A MINIMUM THICKNESS OF 0.04 INCHES (PER ASTM A446, - ADHESIVE ANCHORS USE: Engineering, Design, Construction Services GRADE A) AND BE GALVANIZED (COATING G60). -- HILTI HIT-HY 270 MASONRY ADHESIVE ANCHORING SYSTEM PER ICC ESR-3342 3 PSF - FLOOR SHEATHING 5 PSF - CEILING 12. HOLES AND NOTCHES DRILLED OR CUT INTO WOOD FRAMING SHALL NOT EXCEED THE REQUIREMENTS OF 2009 -- STEEL ANCHOR ELEMENT SHALL BE HILTI HAS-E CONTINUOUSLY THREADED ROD OR CONTINUOUSLY DEFORMED STEEL REBAR 8 PSF - MECHANICAL/ELECTRICAL/PLUMBING INTERNATIONAL BUILDING CODE. 5 PSF - FLOOR FINISH 13. ALL PLATES, ANCHORS, NAILS, BOLTS, NUTS, WASHERS, AND OTHER MISCELLANEOUS HARDWARE SHALL BE HOT DIP GALVANIZED. THE APPROPRIATE SIZE SCREEN TUBE SHALL BE USED PER ADHESIVE MANUFACTURER'S RECOMMENDATION. 4 PSF - MISCELLANEOUS 3. ANCHOR CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED BY HILTI OR SUCH OTHER 25 PSF - TOTAL * METHOD AS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. SUBSTITUTION REQUESTS FOR ALTERNATE CUTTING' & NOTCHING STUD CUTTING NOTES PRODUCTS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. CONTRACTOR * DOES NOT INCLUDE SELF-WEIGHT OF FRAMING (BEAMS/COLUMNS). SHALL PROVIDE CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE DECK (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) PERFORMANCE VALUES OF THE SPECIFIED HILTI PRODUCT. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC 1. WALL FRAMING STUDS SHALL BE PLACED WITH THE WIDE DIMENSION PERPENDICULAR TO THE WALL. ESR SHOWING COMPLIANCE WITH THE RELEVANT BUILDING CODE FOR SEISMIC USES, LOAD RESISTANCE, INSTALLATION 7 PSF - FRAMING CATEGORY, AND AVAILABILITY OF COMPREHENSIVE INSTALLATION INSTRUCTIONS. ADHESIVE ANCHOR EVALUATION WILL 3 PSF - DECKING 2. NO LESS THAN THREE STUDS SHALL BE INSTALLED AT EACH CORNER OF AN EXTERIOR WALL. ALSO CONSIDER CREEP, IN-SERVICE TEMPERATURE AND INSTALLATION TEMPERATURE, 5 PSF - MECHANICAL/ELECTRICAL/PLUMBING 3. DOUBLE TOP PLATES ARE TO HAVE A MINIMUM OF A 48" OVERLAPPING OFFSET. 4. INSTALL ANCHORS PER THE MANUFACTURERS INSTRUCTIONS, AS INCLUDED IN THE ANCHOR PACKAGING. 15 PSF - TOTAL* 4. ALL STUD WALLS ARE TO HAVE A 2x BOTTOM PLATE AND BE AS WIDE AS THE STUDS ABOVE. 5. OVERHEAD ADHESIVE ANCHORS MUST BE INSTALLED USING THE HILTI PROFIS SYSTEM. 5. NOTCHES IN SOLID LUMBER STUDS SHALL NOT EXCEED 25 PERCENT OF THE STUD DEPTH. 6. THE CONTRACTOR SHALL ARRANGE ANCHOR MANUFACTURER'S REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION ROOF 6. BORED HOLES SHALL NOT EXCEED 40 PERCENT OF THE STUD DEPTH AND THE EDGE OF THE HOLE SHALL NOT BE CLOSER TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. THE STRUCTURAL ENGINEER MUST RECEIVE 7 PSF - MEMBRANE & INSULATION DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO WILL INSTALL ANCHORS ARE TRAINED 3 PSF - SHEATHING THAN 5/8" TO THE EDGE OF THE STUD. PRIOR TO THE COMMENCEMENT OF INSTALLING ANCHORS. 5 PSF - MECHANICAL/ELECTRICAL/PLUMBING 7. BORED HOLES SHALL NOT EXCEED 60 PERCENT OF THE STUD DEPTH WHERE STUDS ARE DOUBLED. 7. ANCHOR CAPACITY IS DEPENDENT UPON SPACING BETWEEN ADJACENT ANCHORS AND PROXIMITY OF ANCHORS TO EDGE 5 PSF - CEILING 8. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS SECTION. OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS. 20 PSF - TOTAL* 8. EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR LOCATIONS. UNLESS * DOES NOT INCLUDE SELF-WEIGHT OF WOOD FRAMING OTHERWISE NOTED ON THE DRAWINGS THAT THE BARS CAN BE CUT, THE CONTRACTOR SHALL REVIEW THE EXISTING (BEAM J-OISTS/BLOCKING) OR OVERFRAMING. PLYWOOD SHEATHING GENERAL NOTES STRUCTURAL DRAWINGS AND SHALL UNDERTAKE TO LOCATE THE POSITION OF THE REINFORCING BARS AT THE (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) LOCATIONS OF THE CONCRETE ANCHORS, HILTI PS 200 FERROSCAN, HILTI PS 1000 X-SCAN, GPR SCAN, X-RAY, CHIPPING OR OTHER MEANS. DESTRUCTIVE INVESTIGATIVE METHODS MUST BE APPROVED BY THE ARCHITECT/ENGINEER 1. ALL PLYWOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE AMERICAN PLYWOOD ASSOCIATION (APA) OF RECORD. SPECIFICATIONS. 2. ALL ROOF PANEL SHEATHING SHALL BE 3/4" NOMINAL TYPE C OR D, APA EXPOSURE RATED SHEATHING. SUITABLE EXISTING CONDITIONS GENERAL NOTES SHORING AND BRACING NOTES EDGE SUPPORT SHALL BE PROVIDED BY USE OF PANEL CLIPS OR BLOCKING BETWEEN FRAMING. UNLESS OTHERWISE NOTED CONNECT ROOF SHEATHING WITH 8d COMMON NAILS AT 6" O.C. AT SUPPORTED PANEL EDGES AND 6" O.C. AT UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) INTERMEDIATE SUPPORTS. 1. DIMENSIONS AND ELEVATIONS OF EXISTING CONDITIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE BASED ON LIMITED 1. CONTRACTOR SHALL PROVIDE LAYOUT DRAWINGS AND CALCULATIONS FOR SHORING AND BRACING SYSTEM AND OTHER DATA, AS 3. ALL WALL PANEL SHEATHING SHALL BE 5 8" NOMINAL TYPE C OF D, APA EXPOSURE RATED SHEATHING. UNLESS AVAILABLE INFORMATION CONTAINED IN EITHER VARIOUS ORIGINAL DESIGN AND CONSTRUCTION DOCUMENTS OR FIELD SURVEY. REQUIRED, PREPARED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK. SUBMIT VBA Proj #: Seal: / ACTUAL FIELD CONDITIONS NEED TO BE CONFIRMED BY THE CONTRACTOR PRIOR TO THE START OF WORK. TO ARCHITECT ONE WEEK PRIOR TO THE START OF WORK. 378.2 OTHERWISE INDICATED, CONNECT WALL SHEATHING WITH 10d COMMON NAILS SPACED 6" O.C. AT SUPPORTED PANEL 2, THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS BY ACTUAL MEASUREMENT PRIOR TO BEGINNING EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. 2. SHORING AND BRACING SHALL COMPLY WITH THE LOCAL BUILDING CODE AND ORDINANCES OF THE LOCAL GOVERNING Drawn: WORK, AND WHEN FEASIBLE, PRIOR TO SHOP DRAWING SUBMITTALS. ANY AND ALL DISCREPANCIES SHALL BE BROUGHT TO THE AUTHORITIES. JEG 4. INSTALL ALL PLYWOOD SHEATHING WITH THE LONG DIMENSION OF THE PANEL ACROSS SUPPORTS AND WITH PANEL ATTENTION OF THE ARCHITECT. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COORDINATE SAID 3. INSPECTION FOR STRUCTURAL STABILITY SHALL BE PROVIDED BY N P Checked: CONTINUOUS OVER TWO OR MORE SPANS. STAGGER PANEL END JOINTS. ALLOW 1 8 SPACING AT PANEL ENDS AND DISCREPANCIES WITH ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS. A APPROVED LICENSED ENGINEER EMPLOYED BY THE ,� • �g �. / CONTRACTOR, AS REQUIRED BY LOCAL GOVERNING AUTHORITIES. JK r::;;;' EDGES UNLESS OTHERWISE RECOMMENDED BY THE SHEATHING MANUFACTURER. 3. DURING CONSTRUCTION THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT KNOWN OR ARE AT VARIANCE $. ' t r � may. WITH THE PROJECT DOCUMENTS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ALL UNFORESEEN AND DEVIATING 4. SUBMIT WEEKLY FIELD OBSERVATION REPORTS TO ARCHITECT DURING THE DURATION OF THE SHORING OPERATION. 5. ALL NAILING SHALL BE CAREFULLY DRIVEN AND NOT OVERDRIVEN. THE USE OF STABLES IS PROHIBITED FROM USE. 4 CONDITIONS INCLUDING, BUT NOT LIMITED TO: SIZES OR DIMENSIONS OTHER THAN THOSE SHOWN, DAMAGE OR DETERIORATION .,BENCHMARKS ARE TO BE ESTABLISHED BEFORE EXCAVATIONS AND RESURVEYED WEEKLY BY A LICENSED LAND SURVEYOR 1 °°5 :,� 6. ALL EXIT WALLS SHALL BE SHEATHED ON BOTH FACES WITH SHEATHING (SEE ARCHITECTURAL DRAWINGS FOR TO MATERIALS AND COMPONENTS AND CONDITIONS OF INSTABILITY OR LACK OF SUPPORT. 5. �..�.,....- ,,.,., MATERIALS AND THICKNESSES) AND CONNECTED WITH 5d COOLER NAILS SPACED 7" O.C. AT SUPPORTED PANEL EDGES EMPLOYED BY THE CONTRACTOR. 4. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL EXISTING BUILDING CONSTRUCTION AND INTERMEDIATE SUPPORTS. AND/OR ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. DESIGN OF TEMPORARY SHORING AND BRACING SHALL BE 6. BRACING SHALL BE LOCATED TO CLEAR NEW CONSTRUCTION AND OTHER PERMANENT WORK. 7. PROVIDE 2x BLOCKING AT UNSUPPORTED PANEL EDGES FOR ALL ROOFS, FLOORS AND WALLS. PERFORMED AND OVERSEEN BY A LICENSED ENGINEER EMPLOYED BY THE CONTRACTOR. 7. MAINTAIN SHORING AND BRACING UNTIL STRUCTURAL ELEMENTS ARE REBRACED BY OTHER BRACING OR UNTIL PERMANENT r 5. WHERE NEW CONSTRUCTION IS REQUIRED TO SUPPORT THE EXISTING FRAMING AND/OR CONSTRUCTION THE CONTRACTOR IS TO CONSTRUCTION IS IN PLACE. JEFF KELLY, PE NEW YORK PROFESSIONAL ENGINEER CUTTING & NOTCHING JOIST CUTTING NOTES ENSURE ALL EXISTING FRAMING IS SHORED AND BRACED PRIOR TO INSTALLATION OF THE NEW STRUCTURAL SUPPORT SYSTEM. LICENSE NO. 095430-1 (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) Drawing Title 1. NOTCHED IN SOLID LUMBER JOISTS, RAFTERS AND BEAMS SHALL NOT EXCEED ONE-SIXTH OF THE DEPTH OF THE MEMBER, Kaplan Residence SHALL NOT BE LONGER THAN ONE-THIRD OF THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE 2225 Calves Neck Rd. ONE-THIRD OF THE SPAN. Southold, NY 11971 2. NOTCH DEPTH AT THE ENDS OF THE MEMBER SHALL NOT EXCEED ONE-FOURTH OF THE DEPTH OF THE MEMBER. Drawing Title 3. A NOTCH OVER A SUPPORT IS PERMITTED TO EXTEND THE FULL WIDTH OF THE SUPPORT. 4. NOTCHES ON CANTILEVERED PORTIONS OF THE MEMBER ARE PERMITTED TO EXTEND THE FULL LENGTH OF THE CANTILEVER IF GENERAL THE STRENGTH AND DEFLECTION OF THE CANTILEVER IS CALCULATED BASED ON THE REDUCED MEMBER SECTION. 5. HOLES BORED OR CUT INTO SOLID LUMBER JOISTS, RAFTERS OR BEAMS SHALL NOT BE CLOSER THAN 2" TO THE TOP OR STRUCTURAL NOTES- BOTTOM OF" THE JOISTS, OR TO ANY OTHER HOLE LOCATED IN THE MEMBER. Drawing Number 6. WHERE MEMBERS ARE NOTCHED, THE HOLE SHALL NOT BE CLOSER THAN 2" TO THE NOTCH. 7. THE DIAMETER OF THE HOLE IN JOISTS SHALL NOT EXCEED ONE-THIRD OF THE DEPTH OF THE MEMBER. S-002 — — — — — — — — — — — — — — — — — — — — - I I PO Box 92, Southold NY 11971 www.vbarch.com F — — — — — — — — — — — — — — — — — — — — Issued/ Revision 11/18/24 PROGRESS DRAWING COORDINATE WITH ARCHI DRAWINGS FOR LOCATIONS OF 30 FLOOD VENTS; PROVIDE (2) ADDITIONAL HORIZONTAL BARS AT HEAD OF VENTS. L -- — — — — — — — — — — — — — — — — — — — - - ---——---— — — — — ————— — — — — — — — — — — — — — — — — — — — — — —--I- - - CONTROL JOINTS; COORDINATE j ® — WITH PLAN NOTES AND TYPICAL Drawings &s DETAILS FOR CONSTRUCTION pecifications as instruments of professional service are, and shall remain, the property of VINCENT BENIC REQUIREMENTS. II IARCHITECT. No reproduction, in whole or in part, shall be made . ......... without the written authorization of VINCENT BENIC ARCHITECT. up to ATtic L — — — — — — — — — — — — — — — — — — — --- This document is intended solely for the construction of the project named herein and shall not be used by any other parties — — — — — — — — — — — — — — — — — — — — — — for any other construction without the written consent of ........... .......... VINCENT BENIC ARCHITECT. ......................................... ... MP-1 MP-1 r F30 (-3'-o") F30 3'-0 a uy, n a .......... /2 Engineering, Design, Construction Services -30 CRAWLSPACE MP1 PROVIDE SUMP PIT AS -.......... REQUIRED; COORDINATE WITH -:::..- F30 - — — — — — — — — — — — — — — — — — — — — — — ....................................... ARCH'L DRAWINGS FOR SIZE J ..................... ...... AND SPECIFICATIONS MP-1 ............... F30 P F30 MP-1 MP-1 F30 F30 MP F3 0 3'-0 .......................... NEW ADDITION [EXIST. -HOUSE MP-1 .............................................................. — — — —— — — — — — — — — — — — — ................. \)�M P- k 6) F- - �i F30 3'-0 ou MP-1 MP-1 MP-1 ;UP F30 3'-0 F30 3'-0 F30 (-3'-0")i'_., ........... ................................. VBA Proj #: Seal: 378.2 FOUNDATION PLAN GENERAL NOTES Drawn: pF NEL� SCALE: 3/16" = 1'-0" CJEG hecked: 1 TOP OF SLAB ELEVATION AT +0'-0' (DATUM) UNLESS OTHERWISE NOTED. CONTRACTOR SHALL COORDINATE ALL ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. JK 2. ALL ELEVATIONS SHOWN THUS (±X'-X") ARE TO THE TOP OF FOOTING AND/OR PIER ABOVE OR BELOW THE DATUM ELEVATION. 3 INDICATES TOP OF MASONRY PIER SHALL VARY. DESIGN INTENT IS FOR THE TOP OF PIER TO EXTEND 3" ABOVE THE ADJACENT FINISHED GRADE. S: 4. TYPICAL CRAWL SPAC:-' SLAB-ON-GRADE CONSTRUCTION: 4" THICK SLAB-ON-GRADE [f'c=4,000 PSI @ 28 DAYS NORMAL WEIGHT CONCRETE (150 PCF) REINFORCED w/ 6x6-W2.1xW2.1 WITH TOP LAYER INSTALLED 1/3 OF SLAB DEPTH FROM TOP OF SLAB] ABOVE VAPOR BARRIER AND A MINIMUM 6" THICK POROUS FILL SUB-BASE. VAPOR BARRIER SPECIFICATIONS PER THE ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS. 5. CONSTRUCTION/CONTROL JOINT SPACING IN 4" SLAB-ON-GRADE SHALL NOT EXCEED 12'-0" IN ANY DIRECTION. LAYOUTS SHOWN ON PLAN IS DIAGRAMMATIC AND A FINAL JOINT LAYOUT PLAN SHALL BE COORDINATED WITH THE ARCHITECT. 6. COLUMN LINES/GRID LINES INDICATED ON PLAN ARE TO THE CENTERLINE OF THE PROPOSED COLUMNS OR TO THE EXTERIOR FACE OF WALL. JEFF KELLY, PE 7. ALL FOOTINGS AND PIERS ARE CENTERED UNDER COLUMNS UNLESS OTHERWISE NOTED. NEW YORK PROFESSIONAL ENGINEER 8. F-30 INDICATES 3'-O"x3'-O" x 12" THICK CONCRETE FOOTING; REINFORCE WITH (4) #5 BOTTOM BARS EACH WAY. LICENSE NO. 095430-1 9. MP-1 INDICATES 16"x16" MASONRY PIER; COORDINATE WITH TYPICAL DETAIL ON DRAWING S-400 FOR ADDITIONAL REINFORCING REQUIREMENTS. Drawing Title 10. C1 INDICATES PRESSURE TREATED 6x6 WOOD COLUMN; PROVIDE ABW66Z POST BASE AND PC6Z OR LCE4Z CAP PLATE AS REQUIRED. Kaplan Residence 11. SEE DRAWINGS S-001 AND S-002 FOR GENERAL NOTES AND ADDITIONAL CONSTRUCTION INFORMATION AND CRITERIA. 12. PROVIDE FOOTING STEPS AS REQUIRED FOR GRADE CHANGES AND INCOMING UTILITIES; COORDINATE AS REQUIRED WITH CIVIL AND MEP DRAWINGS. SEE TYPICAL 2225 Calves Neck Rd. STEPPED FOOTING DETAIL ON DRAWING S-300 FOR CONSTRUCTION REQUIREMENTS. Southold, NY 11971 13. IN ABSENCE OF A SITE SPECIFIC GEOTECHNICAL SOILS REPORT REPORT, FOUNDATIONS HAVE BEEN DESIGNED FOR AN ASSUMED BEARING PRESSURE OF 1,500 PSF. 14. COORDINATE EXTERIOR FOOTING ELEVATIONS AND STEP FOOTINGS AS REQUIRED TO MAINTAIN A MINIMUM DEPTH OF (-4'-0") TO B0170M OF FOOTING BELOW FINAL Drawing Title GRADE. 15. CONTROL SURFACE OR SUB—SURFACE WATER TO ALLOW FOUNDATION WORK TO BE PERFORMED/DONE IN DRY UNDISTURBED CONDITIONS. 16. STAKEOUT/LOCATE THE BUILDING USING THE CIVIL AND ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. ANY REFERENCE TO PROPERTY LINE AS INDICATED ON THE Pb% IS FOR INFORMATION ONLY, AND THE ACTUAL PROPERTY LINE LOCATION WITH REGARDS TO THE NEW BUILDING LOCATIONS NEEDS TO BE AS FOUNDATION PLAN INDICATED/SHOWN/PROVIDED ON THE CIVIL AND/OR ARCHITECTURAL DRAWINGS. 17. COORDINATE ALL DIMENSIONS WITH THE ARCHITECTURAL PLANS AND/OR REFER TO THE ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS NOT SHOWN ON THE Drawing Number STRUCTURAL DRAWINGS. NOTIFY THE ARCHITECT/ENGINEER OF ANY DIMENSIONAL DISCREPANCIES. 18. IF ANY EXISTING FRAMING DIFFERS FROM WHAT IS SHOWN PLEASE CONTACT ARCH/ENGINEER S- 100 -------------------------------- r--------------------------------------- s , i i I , i I E E ; ; 1 1 E PO Box 92, Southold NY 11971 www.vb arc h.corn Issued/ Revision t 2x10 @ 16 O.C. 11/18/24 PROGRESS DRAWING -30 F S 6 W-07 @� C-j — Drawings &specifications as instruments of professional service Q are, and shall remain, the property of VINCENT BENIC ARCHITECT. No reproduction, in whole or in part, shall be made without the written authorization of VINCENT BENIC ARCHITECT. N -30 This document is intended solely for the construction of the project named herein and shall not be used by any other parties ............. for any other construction without the written consent of 0 - .._._.�. VINCENT BENIC ARCHITECT WB-1 WB-1 WB-1 . .. . POCKET NEW BEAM 0 C5 INTO EXISTING SEE PLAN NOTE #15. 2 FOUNDATION WALL Engineering, Design, Construction Services 1%1 .. _ . -30 N 3 __. q.. i r _ . 1 i Q NN U PROVIDE PRESSURE TREATED 2x4 CROSS BRACING ALONG 2 x 10 @ 1C, ..........)....... ... i .....i....1 BOTTOM OF JOIST FRAMING `�' CO ; EXISTING WINDOWS TO BE REMOVED AND I REPLACED. PROVIDE NEW HEADERS AS 6 16" O.C. (3) 2x10 Wg-� ._..... REQUIRED. COORDINATE WITH ARCHITECTURAL -30 1 DRAWINGS FOR SIZE AND LOCATION AND o -10 4 ROOF FRAMING PLAN FOR NEW HEADERS. E CD 2 -30 - - - - N 2x 10 @ N 2x 10 @ ..�J 1 1 AD. D1 4 -10 I I i X ........ 16 O.C. � 16 O.C. m _ . TYPICAL 5-1/4 0-1/2" PSL POST EACH .............. .. . ...... . END OF HEADERS (4 TOTAL) PROVIDE ABA64 - POST BASE AT EACH POST AND HD313 HOLD 5 i DOWN EACH SIDE OF EACH POST. -30 ........................ ........ .. . FIRST FLOOR FRAMING PLAN - GENERAL NOTES ^~- SCALE: 3/16" = 1'-0" 1. TOP OF NEW FLOOR TO MATCH TOP OF EXISTING. CONTRACTOR TO VERIFY EXISTING CONSTRUCTION AND COORDINATE WITH ARCHITECTURAL DRAWINGS FOR VBA Proj #: Seal: FLOOR FINISHES. 378.2 2. FRAMING LAYOUT IS DIAGRAMMATIC. FINAL FRAMING LAYOUT SHALL BE PROVIDED BY THE CONTRACTOR BASED ON THE MAXIMUM SPACING INDICATED ON PLAN. COORDINATE WITH TYPICAL RAILING Drawn: .-----�--- DETAILS ON DRAWING S-500 PT. 2x DECK IN-FILL NE 3. FASTENERS FOR STRUCTURAL MEMBERS, FLOOR, WALL AND ROOF SHEATHING, ROOF FINISH MATERIALS AND GYPSUM BOARD SHALL ALL COMPLY WITH IBC 2015 JEG ��O ��Y COMPOSITE DECKING BOARDS; FRAMING Checked: '`�� '� �`� O TABLE 2304.9.1. SEE ARCH'L DRAWINGS. CONT. PRESSURE TREATED 2x8 JK � _ ��`,� 4. ALL SILL PLATES CR EXTERIOR WOOD SHALL BE PRESSURE TREATED. PROVIDE TOP FLANGE HANGER LEDGER ANCHORED TO WALL 5. ALL SAVE OVERHANGS AND ROOF PITCHES SHALL BE COORDINATED WITH THE ARCHITECTURAL PLANS, ELEVATIONS, AND SECTIONS. EACH END OF EACH JOIST /O /8"0 LAG SCREWS AT w 2 3 EACH WALL STUD (MAX. 16" O.C.) 6. CUTTING, NOTCHING AND DRILLING OF WALL STUDS, FLOOR JOISTS, RAFTERS AND CEILING JOISTS TO COMPLY WITH IBC 2015 SECTIONS 2308.9 AND 2308.10. CONT. PRESSURE TREATED 2x 7. REFER TO ARCHITECTURAL FLOOR PLANS FOR ALL DIMENSIONS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES WHAT-SO-EVER. WALLS THAT ARE SHOWN ON BEAM; SIZE PLAN FOR SIZE CONT. PRESSURE TREATED WOOD �, `-=t=S\0`�. 7FHE STRUCTURAL PLANS ARE DIAGRAMMATIC. GENERAL CONTRACTOR TO VERIFY ALL WALL LOCATIONS, OPENINGS, ETC. AND PROVIDE THE PROPER EXISTING FLOOR BEAM; SEE PLAN FOR SIZE REINFORCING, HEALERS, ACCESSORIES, BRACING, ETC. AS PER SECTIONS, TYPICAL DETAILS, GENERAL NOTES AND THE PROJECT MANUAL. WOOD BEAM; SEE FRAMING; V.I.F. ,9 PLAN FOR SIZE d JEFF KELLY, PE 8. SEE DRAWINGS S-001 AND S-002 FOR ADDITIONAL GENERAL STRUCTURAL NOTES AND CONSTRUCTION INFORMATION. PT. 2x DECK FRAMING; SEE NEW YORK PROFESSIONAL ENGINEER 9. ALL BEAMS ARE CENTERED UNDER WALLS ABOVE UNLESS OTHERWISE NOTED IN PLAN OR SECTION. PROVIDE SIMPSON CAP PLATE PLAN FOR SIZE AND SPACING. LICENSE NO. 095430-1 10. ALL NEW EXTERIOR WALLS ARE TO BE 2x6s @16" O.C. AS REQUIRED; SEE PLAN FOR Drawing Title BASIS-OF-DESIGN Kaplan Residence 11. INDICATES SPAN DIRECTION OF FRAMING. WOOD POST; SEE PROVIDE SIMPSON BASE PLAN FOR SIZE. 2225 Calves Neck Rd. 12. VV13-1 INDICATES 3-PLY 1-3/4"x9-1/4" LVL WOOD BEAM; CONTRACTOR OPTION TO PROVIDE 5-1/5"A-1/4" PSL. PLATE CONNECTOR AS 12. VVB-2 INDICATES PRESSURE TREATED 2-PLY 2x12 WOOD BEAM. REQUIRED; SEE PLAN FOR PT 2x IN-FILL PT DECK FRAMING; SEE PLAN Southold, NY 11971 „ 13. VVB-3 INDICATES 3-PLY 1-3/4 x11-1/4 LVL WOOD BEAM; CONTRACTOR OPTION TO PROVIDE 5-1/5 x11-1/4 PSL. BASIS-OF-DESIGN © 16" O.C. FOR SIZE AND SPACING. Drawing Title 14. ALL EXISTING INFORMATION SHOWN IS BASED ON INFORMATION PROVIDED BY THE OWNER AND/OR ARCHITECT. THE CONTRACTOR SHALL REVIEW ALL EXISTING EXISTING 2x EXTERIOR TO NGE JOIST FIRST FLOOR SEE PLAN CONDITIONS IN THE FIELD PRIOR TO THE START OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN TEAM IMMEDIATELY. MASONRY PIER FOUNDATION; WALL TO REMAIN; V.I.F. HANGER BY SIMPSON (OR 15. CONTRACTOR SHALL EXPOSE THE EXISTING CONDITIONS AND VERIFY WITH THE ENGINEER BEFORE PROCEEDING WITH ANY WORK. THE DESIGN INTENT IS TO APPROVED EQUAL) FRAMING PLAN PROVIDE A NEW (3) 1-3/4"x11-7/8" LVL CEILING JOIST SUPPORT MEMBER BETWEEN END WALLS OF KITCHEN. PROVIDE TEMPORARY SHORING AND BRACING AS REQUIRED TO REMOVED EXISTING POSTS AT EXTENTS OF ISLAND. ALL EXISTING CEILING JOISTS SHALL BE ATTACHED WITH FACE MOUNT HANGERS BY Drawing Number - SIMPSON OR EQUAL. SECTION AT NEW DECK FRAMING 2 SECTION AT NEW DECK FRAMING S-101 SCALE: 3 4" = 1'-0" S-101 SCALE: = 1'-0" S- 101 3 1 / 1/2"x 1/2" JOINT w/ SEALANT (EACH FACE) FIRST PLACEMENT 1/2" PREMOLDED HORIZ. ROUND ISOLATION REINF. 3 ��'L JOINT _ - - _ _ 1/2" PREMOLDED = = _ .e° • . d • m •4. -.. a _. • ♦: DIAMOND-SHAPED • •♦d a 0- - d..-_-_ d ISOLATION JOINT PO Box 92, Southold NY 11971 00 N d . / www.vbarch.com 48xOBAR •�, -- -�. 120 MIN. (TYP.) BARS IN OUTSIDE - - : � � OR CORNERS TO MATCH Issued/ Revision 24" MIN. CONT. KEY w/ — — — — HORIZONTAL BARS :d WATERSTOP 1 ` < - CUT ALTERNATE HORIZ. BARS 11/18/24 PROGRESS DRAWING DOWELS TO MATCH BOTH FACES OF JOINT FOR MAIN WALL BARS - _ 48xOBAR #5 OR SMALLER BARS. (DO -d m OR PIER NOT CUT LARGER SIZE BARS) x o 24" MIN. - N NOTES: INDICATED BASE d: d 1. JOINT LOCATIONS AND DETAILS TO BE APPROVED BY PLATE OR PIER ♦ _ p - •�_ - •.= = e: - - _ - _ -d_ - .- a -•--a= a - STRUCTURAL ENGINEER. - 2. PRIOR TO SECOND PLACEMENT OF WALL AT CONSTRUCTION CONSTRUCTION OR GENERAL NOTES: JOINTS, ABRASIVE BLAST OR CHIP FIRST PLACEMENT FACE OF CONTRACTION JOINT 1. WALL SHAPES AS SHOWN ARE FOR BAR PLACEMENT ONLY. JOINT TO REMOVE LAITANCE, HONEY COMBING, ETC. CLEAN GENERAL NOTES: EXACT WALL SHAPES AS SHOWN MAY NOT APPEAR ON PROJECT. WITH WATER AND STIFF BRUSH AND MAKE SECOND PLACEMENT 1. CONTRACTOR HAS OPTION OF USING ROUND OR DIAMOND 2. REFER TO ACI-318 FOR CONCRETE COVER REQUIREMENTS. WHEN CONCRETE IS DAMP. SHAPED ISOLATION JOINT. 3. REFER TO WALL SCHEDULE OR SECTIONS FOR REINFORCING. 2. USE HALF-CIRCLE OR HALF-DIAMOND AT EXTERIOR WALLS. 4. "484 BAR OR 24" MIN." INDICATES THE MINIMUM REQUIRED 3. PROTECT FROM STORM WATER BEFORE FILLING. Drawings &specifications as instruments of professional service LAP LENGTH (WHICHEVER IS GREATER). PLAN DETAIL VERTICAL are, and shall remain, the property of VINCENT BENIC CONSTRUCTION JOINT IN CONCRETE WALL TYPICAL COLUMN ISOLATION JOINT ARCHITECT. No reproduction, in whole or in part, shall be made TYPICAL WALL INTERSECTION SCHEMATIC without the written authorization of VINCENT BENIC ARCHITECT. SCALE: N.T.S. SCALE: N.T.S. This document is intended solely for the construction of the project named herein and shall not be used by any other parties SCALE: N.T.S. for any other construction without the written consent of VINCENT BENIC ARCHITECT. Cn w z Cn = N o � WELDED WIRE FABRIC PAINT WITH CURING COMPOUND FOUNDATION z 'N N C) a '-'-' �= w (IF REQ'D) SEE BEFORE ADJACENT SLAB IS ;l z w — WELDED WIRE FABRIC Z Q o WALL Q 48xBPARO Y o IF REQ'D SEE 1/8 WIDE SAWCUT Y FOUNDATION PLAN POURED ( ) �' = o Engineering, Design, Construction Services 1/2" COMPRESSIBLE JOINT FILLER Z (2)"X" MINIMUM = o FOUNDATION PLAN N CUT ALTERNATE �, ~ o �- o �- FOR NOTES -•� co Z 2ts is is 2ts ,r, AT PERIMETER OF SLAB (TYPICAL) o [ifo v m z WIRES AT SAWCUT ,,, w W.W.F. REINFORCING w ;Y, cwn ui r� cn F < .• :.e (IF REQ D) SEE PLAN. N ik 4( T �, x: .. X .a x.; x . x ?� x . . • • r• - - N e. ° d ' a•_ .• -q • -° _ to • ♦ a. - .. '�:a :�': ,•. of = ADDITIONAL BENT BARS AT STEP . .' :• :, 4 • _ _ e . '. j . N =♦ ° ♦ • •, a . ° a : :.a =�1- f= ='- N SAME SIZE & SPACING AS001 — : •:d = :`4 -� �;< FOOTING REINFORCING — — _ °_• � — •• . . :,� - — — 2 _o — � ♦. _ - —j — =III =—III= � I I � � �- ——I � I;, � � p:-•d:• "�...,. ..-: -• •_• "-= ;- :•°° �'..a:. III—III I I III—III III III—III IIE ¢: FOOTING -' I I=1 11=I ' ' ;'_ •:':�_: A_ REINFORCING VAPOR BARRIER SEE FOUNDATION PLAN FOR VAPOR RETARDER •: (IF REQ,D). SEE UNDERSLAB CONSTRUCTION SEE FOUNDATION NOTES .-.•_•: FOUNDATION NOTES VAPOR BARRIER GENERAL NOTES: (IF REQ'D). SEE SEE FOUNDATION PLAN FOR 1. SEE FOUNDATION NOTES FOR SLAB CONSTRUCTION AND UNDERSLAB - FOUNDATION PLAN UNDERSLAB CONSTRUCTION GENERAL NOTE:CONSTRUCTION REQUIREMENTS. 1. FILL SAWCUT WITH JOINT FILLER 120 DAYS REQUIREMENTS 2. COORDINATE WITH PLAN FOR FOUNDATION WALL DESIGN & REINFORCING. (MINIMUM) AFTER CUTTING (SEE SPECS). TYPICAL THICKENED SLAB EDGE DETAIL TYPICAL STEPPED FOOTING DETAIL TYPICAL CONTROL JOINT DETAIL TYPICAL CONSTRUCTION !JOINT DETAIL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. I HAY - 5 202-a *-:.'rat •; �•. .. , N.� VBA Proj #: Seal: 378.2 Drawn: JEG `Qs NC'v , -` Checked: \� _y `_. JK JEFF KELLY, PE NEW YORK PROFESSIONAL ENGINEER LICENSE NO. 095430-1 Drawing Title Kaplan Residence 2225 Calves Neck Rd. Southold, NY 11971 Drawing Title FOUNDATION DETAILS Drawing Number S-300 2x6 EXTERIOR WALL CONSTRUCTION 26 EXTERIOR WALL CONSTRUCTION 26 EXTERIOR WALL CONSTRUCTION SEE ARCH'L DRAWINGS SEE ARCH'L DRAWINGS SEE ARCH'L DRAWINGS CONTINUOUS 2x BOTTOM PLATE EXTERIOR SHEATHING EXTERIOR SHEATHING EXTERIOR SHEATHING SEE NOTES CONTINUOUS 2x SEE NOTES CONTINUOUS 2x BOTTOM PLATE SEE NOTES PO Box w Southold NY 11971 BOTTOM PLATE. ww.vbarch.com DTT2 TENSION TIE BY SIMPSON (OR Issued/ Revision CONT. 2x RIM BOARD APPROVED EQUAL) AT MINIMUM 3 TREATED DECKING; SEE ARCH LOCATIONS ALONG DECK EQUALLY SPACED. FLOOR JOIST SEE PLANS FOR FLOOR JOIST SEE PLANS FOR PRESSURE TREATED DECK FLOOR JOIST SEE PLANS FOR 11/18/24 PROGRESS DRAWING CONT. 2x RIM SIZE AND SPACING CONT. 2x RIM SIZE AND SPACING FRAMING; SEE PLAN FOR SIZE AND SPACING BOARD FIRST FLOOR BOARD FIRST FLOOR SIZE AND SPACING. FIRST FLOOR SEE PLAN FOR SEE PLAN FOR SEE PLAN FOR EXTERIOR GRADE ELEVATION EXTERIOR GRADE ELEVATION ELEVATION SEE CIVIL SEE CIVIL CONT. PT 26 .a ° 2x8 PRESSURE TREATED SILL PLATE ANCHORED —� — 2x8 PRESSURE TREATED SILL PLATE ANCHORED LEDGER _ _ 2x8 PRESSURE TREATED SILL PLATE ANCHORED TO BASEMENT WALL w/ 5/8 0 x 8 DEEP j a TO BASEMENT WALL w/ 5/8 0 x 8 DEEP a TO BASEMENT WALL w/ 5/8 0 x 8 DEEP • ANCHOR BOLTS @ 48 O.C. ANCHOR BOLTS @ 48 O.C. 7Ti=, ,",a ANCHOR BOLTS @ 48 O.C. #5@12" O.C. #5©12" O.C.HORIZ. E.F. FINISHED CRAWLSPACE HORIZ. E.F. FINISHED CRAWLSPACE EXTERIOR GRADEa SEE 1S-301 FOR FOUNDATION SEE CIVIL / •7 SLAB; SEE PLAN SLAB; SEE PLAN — WALL REQUIREMENTS. Drawings &specifications as instruments of professional service are, and shall remain, the property of VINCENT GENIC #5@12" O.C. n. ° . #5C�12" O.C. a_ ° - ARCHITECT. No reproduction, in whole or in part, shall be made without the written authorization of VINCENT BENIC ARCHITECT. VERTICAL, E.F. VERTICAL, E.F. This document is intended solely for the construction of the • 3 SECTION AT FOUNDATION WALL project named herein and shall not be used by any other parties S-301 for any other construction without the written consent of EQ. -: 12" . EQ. EQ. -: 12" . EQ. SCALE: 3/4 = 1 —0 VINCENT BENIC ARCHITECT. T/FOOTING L4 .° T/FOOTING SEE PLAN c SEE PLAN cY DTT2 TENSION TIE BY SIMPSON (ORFOR ELEVATION cD ``� a a FOR ELEVATION o L1' a a °. a APPROVED EQUAL) AT MINIMUM 3 I eut . . Iq =�, _(3) LOCATIONS ALONG DECK EQUALLY SPACED. Engineering, Design, Construction Services BEND VERTICAL WALL (3) CONT. #5 BEND VERTICAL WALL CONT. #5 CONT. PRESSURE TREATED 2x8 REINFORCEMENT INTO FTC. 2 —0 BOTTOM BARS REINFORCEMENT INTO FTG. 2 EXISTING FLOOR—0 BOTTOM BARS LEDGER ANCHORED C WALL w/(2) 3/8"0 LAG SCREWS AT GENERAL NOTES: GENERAL NOTES: FRAMING; V.I.F. EACH WALL STUD (MAX. 16" O.C.) 1. FOUNDATION WALLS ARE DESIGNED AS RESTRAINED AND REQUIRE TEMPORARY 1. FOUNDATION WALLS ARE DESIGNED AS RESTRAINED AND REQUIRE TEMPORARY SHORING AND BRACING DURING BACKFILLING. DO NOT REMOVE SHORING AND SHORING AND BRACING DURING BACKFILLING. DO NOT REMOVE SHORING AND BRACING UNTIL THE GROUND FLOOR SLAB—ON—GRADE HAS BEEN PLACED. BRACING UNTIL THE GROUND FLOOR SLAB—ON—GRADE HAS BEEN PLACED. K *�7 SECTION AT FOUNDATION U N DATI O N WALLK2 ' SECTION AT FOUNDATION WALL S-301 SCALE: 3/4" = 1 '-0" S-301 SCALE: 3/4" = 1 '-0" PT DECK FRAMING; SEE PLAN FOR SIZE AND SPACING. EXISTING 2x EXTERIOR TOP FLANGE JOIST WALL TO REMAIN; V.I.F. HANGER BY SIMPSON (OR COORDINATE WITH TYPICAL RAILING COORDINATE WITH TYPICAL RAILING 1A APPROVED EQUAL) DETAILS ON DRAWING S-500 PROVIDE SIMPSON HURRICANE DETAILS ON DRAWING S-500. COMPOSITE DECKING BOARDS; TIE H2.5A AT EACH JOIST COMPOSITE DECKING BOARDS; SEE ARCH'L DRAWINGS. SEE ARCH'L DRAWINGS. FLUSH MOUNT 2x DECK 6 SECTION AT NEW DECK FRAMING FRAMING; SEE PLAN FOR SIZE S-301 �, 1, CONT. PRESSURE TREATED CONT. PRESSURE TREATED AND SPACIN SCALE: 3/4 = —0 2x RIM BOARD; SIZE TO 2x RIM BOARD; SIZE TO MATCH DECK FRAMING. MATCH DECK FRAMING. WOOD BEAM; SEE CANT. 2x DECK FRAMING; SEE BEAM PLAN FOR SIZE PLAN FOR SIZE AND SPACING. WOOD BEAM; SEE PROVIDE SIMPSON CAP PLATE WOOD POST; SEE PROVIDE SIMPSON CAP PLATE PLAN FOR SIZE. 3/4" PT ROOF AS REQUIRED; SEE PLAN FOR PLAN FOR SIZE. AS REQUIRED; SEE PLAN FOR 2x6 KNEE BRACE FROM TOP OF I SHEATHING BASIS—OF—DESIGN BASIS—OF—DESIGN MASONRY PIER TO UNDERSIDE OF WOOD BEAM; SEE PLAN FOR LOCATIONS. PROVIDE SIMPSON BASE 2x6 KNEE BRACE FROM TOP OF PROVIDE SIMPSON BASE VBA Proj #: seal: PLATE CONNECTOR AS MASONRY PIER TO UNDERSIDE OF WOOD PLATE CONNECTOR AS WOOD POST; SEE 378.2 REQUIRED; SEE PLAN FOR BEAM; SEE PLAN FOR LOCATIONS. REQUIRED; SEE PLAN FOR PLAN FOR SIZE. BASIS—OF—DESIGN BASIS—OF—DESIGN PROVIDE TOP FLANGE MOUNT Drawn: PROVIDE KBS1Z KNEE BRACE CONNECTOR BY SIMPSON (OR / HEADER; E WOOD BEAM MASONRY PIER FOUNDATION; APPROVED EQUAL EACH AND OF SEE PLAN HANGER BY SIMPSON OR Checked: EACH KNEE BRACE. MASONRY PIER FOUNDATION APPROVED EQUAL). (TYP.) �K f SEE PLAN SEE PLAN PROVIDE SADDLE CAP PLATE/CONNECTOR BY r j: WOOD POST; SEE PLAN — SIMPSON OR EQUAL. 4 SECTION AT NEW DECK FRAMING K5 SECTION AT NEW DECK FRAMING S-301 SCALE: 3/4" = 1'-0" S-301 SCALE: 3/4" = 1'-0" JEEP KELLY , PE EW 7 SECTION AT NEW FLOOR FRAMING LICE SOERNO R 954 OIONAL ENGINEER S-301 SCALE: 3/4" = 1'-0" Drawing Title Kaplan Residence 2225 Calves Neck Rd. Southold, NY 11971 Drawing Title FOUNDATION SECTIONS Drawing Number S-301 EXISTING LINTEL AND/OR BOND BEAM TO REMAIN UNDISTURBED PO Box 92, Southold NY 11971 1'-2" L2x2xJx3"LNG. SHOP www.vbarch.com 1 WELD TO BEAM E.F. Issued/ Revision #4 VERTICAL -REINFORCEMENT BEAM BEARING PLATE. _ 11/18/24 PROGRESS DRAWING ® 16" O.C. EXTENTS OF ABANDONED "7 NRY OPENING TO U.O.N. MIN. PLATE SIZE IN-FILLED (NOTE 2). IS 1/2"x12"x12" I FILL IN SOLID AROUND BEAM AFTER BEAM IS SET. I INSTALL HORIZ. 2" TOOTH-IN NEW CMU PROVIDE TIES TO BEAM AS REQ'D. 'TRUSS-TYPE JOINT BLOCKS INTO EXISTING REINF. @16" O.C. OCK WALL FOR PER THE MASONRY EAMLESS APPEARANCE GENERAL NOTES ELEVATION STEEL ANGLE LOOSE LINTEL SCHEDULE � (12) #8 VERT. 3"(TYP) CLEAR OPENING ANGLE SIZE BARS (U.O.N.) FIRST FILLED CORE OF UJ w NORMAL WALL REINF. UP TO 4'-0" L3-1/2 x 3-1/2 x 1/4 v' Drawings &specifications as instruments of professional service O O are, and shall remain, the property of VINCENT BENIC 24" LONG 4 DOWELS If s ti ARCHITECT. No reproduction, in whole or in part, shall be made SPACED @ 16" O.C.; OVER 4 -0 - 5 -0 L4 x 3-1/2 x 1/4 y. 11 Z �_ without the written authorization of VINCENT BENIC ARCHITECT. LGENERAL NOTES: BEAM (TYP) a- 00 _ 3 the INSERT INTO EXISTING OVER 5'-0" - 6'-0" L4 x 3-1/2 x 5/16 ® project named he intended d solelll y for the co st any other of parties MASONRY SILL MIN. 6 1. IF FIELD SURVEY DETERMINES THAT THE EXISTING MASONRY EXISTING MASONRY 5» 1 4" DIAM. SMOOTH BAR TIES @ 8"O.C. for any other construction without the written consent of GROUT EXISTING CELL SILL IS GROUTED SOLID DRILL AND EPDXY #4 DOWELS WALL OVER 6'-0" - 8'-0" L6 x 3-1/2 x 5/16 ALTERNATE CMU TO ELIMINATE 1'-38 ALT. CORNER HOOK LOC'N EACH VINCENT BENIC ARCHITECT. SOLID. SEE NOTE #1. USING THE HILTI HIT-HY 70 ADHESIVE ANCHOR SYSTEM. GENERAL NOTES: ANY STACKING OF JOINTS TYP TYP• PROVIDE MINIMUM 4-1/2" EMBEDMENT DEPTH. ( ) COURSE, i.e. 1-2-3-4-1-ETC. 2. CONTRACTOR SHALL COORDINATE IN-FILL LOCATIONS WITH 1. PROVIDE 1 ANGLE FOR EACH 4" OF MASONRY WIDTH. U.O.N. [" ARCHITECTURAL AND STRUCTURAL PLANS. 2. BEAR LINTELS 8" EACH END OF OPENING. PLAN DETAIL _ v ` ss °, ,. , TYPICAL EXISTING MASONRY OPENING IN—FILL DETAIL WINDOW 3. ALL LINTELS ARE TO BE HOT-DIP GALVANIZED. TYPICAL MASONRY PIER MP Engineering, Design, Construction Services 4. ALL STEEL SHALL BE GRADE A36 MINIMUM. SCALE: N.T.S. SCALE: 1/2" = 1'-0" VBA Proj #: Seal: 378.2 Drawn: JEG Gf N -lv� Checked: JK 0 �tC?`; 'E ._ JEFF KELLY, PE NEW YORK PROFESSIONAL ENGINEER LICENSE NO. 095430-1 Drawing Title Kaplan Residence 2225 Calves Neck Rd. Southold, NY 11971 Drawing Title TYPICAL MASONRY DETAILS Drawing Number S-400 NAILING AT INTERMEDIATE SUPPORTS ' ("FIELD NAILING")-SEE "PLYWOOD DIAPHRAGM PANEL (NORMALLY 48') SHEATHING NOTES". LAY IN A STAGGERED JOINT PATTERN ' . . . . . . • • • • • • • CONT. OVER 2 OR MORE SPANS. EDGE NAILING • 2x CRIPPLE DOUBLE PROVIDE BLOCKING (MATCH PROVIDE BLOCKING (TO MATCH FIELD. NAILING-� STUDS ABOVE TOP FRAMING) AT PANEL EDGES WALL STUDS) AT ALL PANELS HEADER AS ONLY WHERE INDICATED. LEAVE GAPS- EDGES ONLY IF NOTED IN THE REQUIRED. PO Box 92, Southold NY 11971 SEE NOTES SHEARWALL SCHEDULE. 16d NAILS AT www.vbarch.com PLYWOOD PANEL (NORMALLY 12" O.0 (INTO 48'). LAY IN STAGGERED PANEL 1/8" GAP-SEE NOTES HEADER SEE EA. HDR. PLY). Issued/ Revision EDGES ONLY WHERE INDICATED PLAN FOR • CHORD STUDS-SEE REQ'D SIZE. ROUGH OPENING - 11/18/24 PROGRESS DRAWING NAILING AT BOUNDARY SHEARWALL SCHEDULE HEADER SPAN; SEE EDGES-SEE "PLYWOOD" ARCHTIECTURAL DWGS. SHEATHING NOTES. HOLD-DOWN ANCHOR-SEE SEE TYPICAL HOLD- SHEARWALL SCHEDULE DOWN ANCHOR DETAIL SUPPORT FRAMING-----*" WALL STUDS NOTES: MIN. (2) JACK STUDS NOTE: 1. SEE SHEARWALL SCHEDULE FOR NAILING REQUIREMENTS. SEE "PLYWOOD SHEATHING NOTES" FOR NAILING REQUIREMENTS. ALL WALL SHEATHING NAILS SHALL BE HAND-DP,IVEN. ALL ROOF SHEATHING NAILS SHALL BE HAND-DRIVEN. 2. WOOD SHEAR WALL SHEATHING MAY BE PLACED MIN. (2) FULL HEIGHT STUDS VERTICALLY AT INTERIOR SHEAR WALLS ONLY TYPICAL ROOF/FLOOR DIAPHRAGM DETAIL TYPICAL SHEAR WALL ELEVATION ELEVATION AT HEADER Drawings &specifications as instruments of professional service SCALE: N.T.S. SCALE: N.T.S. are, and shall remain, the property of VINCENT BENIC TYPICAL FRAMED OPENING/HEADER DETAIL ARCHITECT. No reproduction, in whole or in part, shall be made without the written authorization of VINCENT BENIC ARCHITECT. This document is intended solely for the construction of the SCALE: N.T.S. project named herein and shall not be used by any other parties for any other construction without the written consent of PLYWOOD ROOF SHEATHING SEE PLAN BUILT-UP FRAMING - SEE PLYWOOD ROOF SHEATHING VINCENT BENIC ARCHITECT. NOTES FOR REQ'D SIZE & TYPE. TYPICAL DETAILS. SEE PLAN NOTES FOR REQ'D --\------------ ------- SIZE & TYPE NON—LOADBEARING HEADER SCHEDULE NEW STICK FRAMED ROOF RAFTERS SEE PLAN ROOF ABOVE ATTIC/ _ _ _ _ FOR REQUIRED SIZE AND JAMB STUDS Engineering, D C CRAWLSPACE. SPACING. PROVIDE BIRDS- SEE WALL SPAN SECTION SIZE g g, Design, Construction Services PROVIDE HANGER MOUTH AT END AS REQ'D. ARCH. JACK FULL-HEIGHT CONNECTION AT NEW DWGS. (3) 2x8's RIDGE BEAM TO END 26 SPAN w/ 1/2" THK. SINGLE SINGLE MEMBER OF BUILD-UP x < 3 -4 PLYWOOD FRAMING FOR NEW SPACERS STICK-BUILT ROOF. r------------- TRUSS BEARING RAFTER BEARING SEE ARCH. FOR SEE ARCH. FOR - - - - - - - 3'-4" < (3) 2x10 s ELEVATION PRE-ENGINEERED WOOD ROOF ELEVATION CEILING JOISTS IF REQ'D 2x6 SPAN w/ /2 THK. DOUBLE DOUBLE ( ) < 10 -0 PLYWOOD ATTIC/CRAWLSPACE FRAMING —VTRUSS SPACED AS NOTED ON PLAN. AT SPACING TO MATCH - SPACERS 2 PROVIDE SIMPSON 2x6 BLOCKING AT ALTERNATE ROOF RAFTERS. & DECK SEE PLAN FOR ( ) STRONG-TIE HURRICANE CLIPS SPACES BETWEEN RAFTERS. PROVIDE SIMPSON STRONG-TIE REQ'D CONSTRUCTION. H2.5T OR APPROVED EQ.) AT HURRICANE CLIP H2.5T (OR 3 2x12s INTERIOR 2x BEARING WALL EACH TRUSS. STAGGER CLIPS EA. 2x WALL CONSTRUCTION APPROVED EQ. AT EACH RAFTER. 2x6 SPAN w/ 1/2" THK. DOUBLE DOUBLE CONSTRUCTION SEE ARCH L SIDE OF STUD BEARING WALL. SEE ARCH'L DRAWINGS. DOUBLE 2x TOP PLATE AT > 10 -0 PLYWOOD DWGS. FOR ADD'L INFO. EXTERIOR WALL SHEATHING SPACERS INTERIOR WALL SHEATHING + DOUBLE 2x TOP PLATE AT SEE PLAN FOR SIZE AND TOP OF WALL TO MATCH SEE ARCH'L DRAWINGS. TOP OF WALL TO MATCH ADDITIONAL INFORMATION. SIZE OF WALL FRAMING. j SIZE OF WALL FRAMING. DETAIL AT TRUSS DIRECTION CHANGE (OVERFRAMING) TYPICAL 2x RAFTER BEARING ON STUD WALL SCALE: N.T.S. Wood_TYPO3 SCALE: N.T.S. Wood_TYP01 ROOF RAFTER FRAMING; BUILT—UP RAFTER AT VBA Proj #: Seal: SEE PLAN FOR SIZE DORMER FRAME; SEE 378.2 AND SPACING PLAN FOR SIZE Drawn: 3EG Checked:JK �k ROOF SHEATHING; ROOF SHEATHING; `- SEE PLAN SEE PLAN , MIN (4) 2x6 COLLAR TIE; PROVIDE LSTA18 2x12 COLLAR TIE AT EACH RAFTER; PROVIDE (10) 16d NAILS EACH END STRAP BETWEEN EACH COLLAR TIE AND - EACH RAFTER AT EACH END (8 TOTAL) ' A35 ANGLE EACH SIDE OF A35 ANGLE EACH SIDE OF NEW YORK PROFESSIONAL ENGINEER CONT. 2x RIM EACH RAFTER CONT. 2x RIM — EACH RAFTER LICENSE NO. 095430-1 BOARD CONTINUOUS DOUBLE 2x TOP PLATE BOARD CONTINUOUS DOUBLE 2x TOP PLATE Drawing Title Kaplan Residence I 2225 Calves Neck Rd. EXTERIOR SHEATHING—�I EXTERIOR SHEATHING Southold, NY 11971 SEE NOTES 26 EXTERIOR WALL CONSTRUCTION SEE NOTES 26 EXTERIOR WALL CONSTRUCTION SEE ARCH'L DRAWINGS SEE ARCH'L DRAWINGS Drawing Title TYPICAL FRAMING DETAILS Drawing Number K 7TYPICAL ROOF FRAMING SECTION 2 TYPICAL FRAMING SECTION AT ROOF FRAME S-500 SCALE: 3/4" = 1'-0" S-500 SCALE: 3/4" = 1'-0" S-500 NEW RIDGE BEAM; SEE PLAN FOR SIZE AND EXTENTS EXISTING ROOF RAFTERS; PROVIDE TEMPORARY SHORING PO Box 92, Southold NY 11971 AS REQUIRED AND RESUPPORT www.vbarch.com ROOF RAFTER FRAMING; ON NEW RIDGE BEAM SEE PLAN FOR SIZE Issued/ Revision AND SPACING 11/18/24 PROGRESS DRAWING BUILT—UP RAFTER AT DORMER FRAME; SEE ROOF SHEATHING; PLAN FOR SIZE SEE PLAN 2x8 CEILING JOIST AT EACH RAFTER; PROVIDE FACE MOUNT HANGER TO CEILING BEAM AND LAP SPLICE WITH RAFTER AT RIDGE. ROOF SHEATHING; 3 2x12 CEILING BEAM; CONNECT TO SEE PLAN ADJACENT BUILT—UP COLLAR TIE WITH CONT. 2x RIM 2x12 CEILING JOIST AT EACH RAFTER; — CONCEALED FLANGE FACE MOUNT HANGER BOARD PROVIDE (10) 16d NAILS AT EXTERIOR AND BY SIMPSON OR EQUAL. FACE MOUNT HANGER AT INTERIOR END WOOD HEADER; SEE 26 STUD FRAMING @ 16" O.C. Drawings &specifications as instruments of professional service A35 ANGLE EACH SIDE OF PLAN FOR SIZE CEILING/ATTIC ENCLOSURE are, and shall remain, the property of VINCENT BENIC ARCHITECT. No reproduction, in whole or in part, shall be made CONT. 2x RIM--- EACH RAFTER EXTERIOR GLAZING; without the written authorization of VINCENT BENIC ARCHITECT. BOARD CONTINUOUS DOUBLE 2x TOP PLATE SEE ARCH This document is intended solely for the construction of the project named herein and shall not be used by any other parties for any other construction without the written consent of VINCENT BENIC ARCHITECT. EXTERIOR SHEATHING BUILT—UP 2x CEILING BEAM; SEE SEE NOTES 26 EXTERIOR WALL CONSTRUCTION PLAN FOR SIZE. SEE ARCH'L DRAWINGS L 2x12 CEILING JOIST AT EACH RAFTER; :,:r r4 s n PROVIDE (10) 16d NAILS AT EXTERIOR ANDM e s FACE MOUNT HANGER AT INTERIOR END Engineering, Design, Construction Services TYPICAL ROOF FRAMING SECTION AT SPLAYED CEILING K2 TYPICAL ROOF FRAMING SECTION AT NEW DORMER S-501 SCALE: 3/4" = 1'-0" S-501 SCALE: 3/4" = 1'-0" CRIPPLE WALL ABOVE AS ROOF FRAMING ABOVE; SEE REQUIRED; COORDINATE WITH PLAN FOR SIZE AND SPACING TYPICAL HEADER DETAIL FOR CONSTRUCTION VBA Proj #: Seal: CONT. WOOD HEADER; PROVIDE ECCQ46SDS2.5 CAP CONNECTOR 378.2 SEE PLAN BY SIMPSON OR EQUAL. Drawn: PSL POST; SEE PLAN FOR JEG ; V. ;,,L-4,� ' .. SIZE AND LOCATIONS Checked: t POST BASE CONNECTOR; SEE PLAN FOR SPECIFICATION. SIMPSON HOLD DOWN EACH SIDE OF POST; ANCHOR PER TOP OF EXISTING MANUFACTURER REQUIREMENTS. FOUNDATION WALL; V.I.F "' V.I.F. T4 JEFF KELLY, PE NEW YORK PROFESSIONAL ENGINEER LICENSE NO. 095430-1 Drawing Title Kaplan Residence rT TYPICAL ELEVATION AT HEADER ATTAC H M ENT 2225 Calves Neck Rd.Southold, NY 1 Neck S-501 Drawing Title SCALE: 3/4" = 1'-0" TYPICAL FRAMING SECTIONS Drawing Number S-501