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Home My WebLink About52247-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#: 52247 Date: 09/09/2025 Permission is hereby granted to: 2440 Village Ln LLC 115 E 67th St#4B New York, NY 10065 To: Construct additions&alterations to an existing single-family dwelling to include HVAC system as applied for per HPC,ZBA, DEC,Trustees and SCHD approvals. Requires Floodplain Development Permit. Premises Located at: 2440 Village Ln, Orient, NY 11957 SCTM# 26.4-17.1 Pursuant to application dated 08/11/2025 and approved by the Building Inspector. To expire on 09/09/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition &Alteration $1,029.00 CO Single Family Dwelling-Addition /Alteration $100.00 Flood Permit $150.00 Total $1,279.00 JR0 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownnygov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only E v E L+ PERMIT NO. C a4q- Building Inspectora AUG 1 205 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. 1tt:mt:iw� ilais'�.r��e1' Date: November 7, 2023 OWNER(S)OF PROPERTY: Name:2440 Village Lane LLC SCTM#1000-26-1-17.1 Physical Address:2440 Village Lane, Orient Phone#: Email:mollymcnairy@gmail.com Mailing Address:Same CONTACT PERSON: Name:Robert E. Herrmann, En-Consultants Mailing Address:1319 North Sea Road, Southampton, NY 11968 Phone#:631-283-6360 Email:rerrmann@enconsultants.com DESIGN PROFESSIONAL INFORMATION: Name:Peter Marren Architect Mailing Address:177 Duane Street #4, New York, NY 10013 Phone#:212-353-2100 Email:pm@marrenandnewman.com CONTRACTOR INFORMATION: Name:N/A Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition BAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ®Yes ❑No 1 PROPERTY INFORMATION Existing use of property:Residential, 1-family dwelling Intended use of property: No change Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? Dyes ®No IF YES, PROVIDE A COPY. lig Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(pri me): Robert E. Herrmann BAuthorized Agent ❑Owner Signature of Applicant: ' Date: STATE OF NEW YORK) SS: COUNTY OF SUFFOLK ) Robert E. Herrmann, En-Consultants being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 0 vLti, ✓ 2023 otary Public MAft'N. WW WMW RMLIC-BTAM Of NAM VM PROPERTY E I 0 N Ipw u+eaa"! (Where the applicant is not the owner) clum1i is$ft*email Mr E�rll�l�.;dr Margaret McNairy residing at2440 Village Lane I, , Orient, NY 11957 En-Consultants do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. 10-31-23 Ownieti—soatdre Date Margaret McNairy, Mari- irng Member Print Owner's Name 2 W.. ARD MEMBERS � o Southold Town Hall BO + ` 53095 Main Road • P.O. Box 1179 Leslie Kanes Weisman, Chairperson Southold,NY 1 1 97 1-0959 Patricia Acampora Eric Dantes Town Annex/First Floor, Robert Lehnert, Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento "Oulm Southold, NY 11971 RECEIVED '^ http://southoldtownny.gov �- lfi" 6 3.3orbV%A TOWN OF SOUTHOLD ZONING BOARD OF APPEALS JU 3 O 2024 ,+ Tel. (631) 765-1 so9 Southold Town Clerk t FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JULY 259 2024 ZBA FILE: #7918 NAME OF APPLICANT: 2440 Village Lane, LLC PROPERTY LOCATION: 2440 Village Lane, (Adj.to Orient Harbor), Orient,NY SCTM: ]000-26-1-17.1 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this ew falls under the Type II category of the State's List of Actions, without application and determines that this revi further steps under SEQRA. SUI�I°OI K COUNTY ADMINISTRATIVE QODE_ This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated March 13, 2024 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DE'rER_M1LNA 1'I N: This application was referred For review under Chapter 269, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Prograxt (LU ) Policy Standards, The LWRP Coordinator issued a. recommendation dated July 5, 2024, Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department.,as well as the records available, it is recommended that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. Policy 1. Foster a pattern of development in the Town of Southold that enhances community character,preserves ('infrastructure, makes beneficial use of a'coastal location, and minimized adverse open space, makes efficient use effects of development, Expanding the residential structure to include more than permissible lot coverage(20 percent permitted and 21.6 percent proposed) does not enhance community character and sets a precedent for lots in the neighborhood and within the community. Further, expanding the Door area to greater than the allowable maximum also do not support this policy. The action is not consistent with this policy. Policy 4. Minimize the loss of life, structures, and natural resources from flooding and erosion. The residential structure is located within FEMA Flood Zones: 1. Flood Zone AE Base Flood EL of 7' with a 1% Annual Chance Flood Hazard. The setback distance from the residence to the marine wetland is just 35.5' and will most likely result in Flooding and damage and loss to structures due to storm events and tidal surges overtime. Structures in these m` Page 2,July 25,2024 #7918, 2440 Village Lane, LLC SCTM No. 1000-26-1-17.1 "at risk" areas should be minimized or at least made compliant with construction designed to tolerate flooding. This application is in line with similarly situated properties. With the conditions imposed in this decision, should relief be granted, the application will be deemed CONSISTENT with the LWRP, subject to all other jurisdictional approvals. PROPERTY FACTSID CRiPTION: The subject, non-conforming, rectangular-shaped, 12,925 square feet(9,816 square feet buildable area), .305-acre, waterfront parcel located in the R40 Zoning District measures 205.02 feet along Village Lane, then runs west 62.04 feet to Orient Harbor, then runs 189.38 feet along a tie line along the apparent mean high-water mark at Orient Harbor and returns east 76.65 feet to the roadway. The property is improved with a two-story wood frame house with attached garage, a covered front porch, side entry decks, a covered rear (waterside) porch, Bilco-type cellar entrance, a wood-frame shed, fixed wood dock, concrete waterside bulkhead wall, an outdoor shower,wood picket fencing and gates and pebble stone driveway as shown on the survey prepared by Nathan Taft Corwin, III, Licensed Land Surveyor, last updated February 26, 2024. BASE'S OI-_APPLICATION: Request for Variances from Article XXIII, Section 280-124; Article XXXVI, Section 280-207; and Article XXXVI, Section 280-208; and the Building Inspector's March 7, 2024,Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at; 1) less than the code required minimum front yard setback of 35 feet; 2) less than the code required minimum rear yard setback of 35 feet; 3)more than the code permitted maximum lot coverage of 20%;4)gross floor area exceeding permitted maximum square footage for lot containing up to 10,000 square feet in area; 5)the construction exceeds the permitted sky plane as defined in Article I, Section 280-4 of the Town Code; located at:2440 Village Lane,(Adj. to Orient Harbor) Orient,NY. SCTM#1000-26-1-17.1. RELIEF REQUESTED: The applicant requests five(5)variances for additions and alterations to an existing,historic one-family dwelling, including: 1. a front yard setback of feet where the Code requires a minimum front yard setback of 35 feet. 2. a rear yard setback 32 fet°_va4ere the Code requires a minimum rear yard setback of 35 feet. 3. a proposed lot coverage `4 21.60V wher A.- ,e,Code limits lot coverage to 20%. 4. a proposed Gross Floor Area" rFA) 2,8 6,square feet where the Code allows a maximum GFA of 2,100 square feet for lots containing up to I O, E10 square feet of area. 5. a proposed new construction of the existing structure outside of the permitted 1 lae area. In order to achieve a 24.4 feet by 27.4 feet expansion of an existing second floor in place of(and within the same footprint as) an existing storage attic over an attached garage to create a bedroom suite, a 7.7 feet by 6 feet extension of an existing roofed-over porch in place of an existing 9 feet by 6 feet portion of an existing I,'floor living space to be removed, and a 9.1 feet by 15.8 feet second roof terrace over an existing first floor. ADDITIONAL INFORMATION: Improvements on the existing structure are covered by the following Certificates of Occupancy: #Z-596 dated June 7, 1960 covering a private one-family dwelling. #Z-17318 dated September 19, 1988 covering alterations to a one-family dwelling. #Z-34388 dated June 4, 2010 covering a deck addition and interior alterations. The applicant provided architectural plans, including GFA calculations, sky plane diagrams, existing and proposed floor plans, existing and proposed elevations, and existing and proposed sections, labeled S-2, S-3, Al-A8 prepared by Peter Marren, Registered Architect and dated October 31, 2023. Page 3, July 25, 2024 #7918, 2440 Village Lane, LLC SCTM No. 1000-26-1-17.1 The applicant also provided copy of a sanitary plan (for submission to the Suffolk County Board of Health) for the installation of a new Innovation Advanced (I/A) sanitary system and drainage plan labeled page 1-2, prepared by John Joseph Condon, [Jcensed Professional Engineer, and dated February 12, 2024. The subject parcel is encumbered by tidal waters and wetlands and is within the Coastal Erosion Hazard Area associated with Orient Harbor. 'File applicant stated during the public hearing,that of the rive(5) variances requested, four(4)wil I maintain existing conditions, without any change: front yard setback of 5.3 feet; rear yard setback of 32 feet;excessive lot coverage of 21,6%, and penetration of the allowable sky plane. Only one of the five variance requests is for a new/proposed condition,GFA of 2,860 square feet where a maximum Of 2,100 square feet is allowed per Code for lots under 10,000 square feet. The applicant used town records to estimate the GFA averaging stated at 2,750 square feet for homes within 500 feet of the subject property. Additionally, the applicant provided examples of Zoning Board of Appeals relief granted for similar requests in applications 9's: 3533, 5436, 6078,and 7809. Two area residents spoke in favor of the application; no other member of the public or an Immediate neighbor spoke against this application. ELN 12''1 OlA -f , _KEASQNQR.QAR)ACT ON- The Zoning Board of appeals held a public hearing on this application on July 11, 2024 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true,and relevant and makes the following findings: I '267-b1a 1 w Grant of the variances will not produce an undesirable change in the character or the neighborhood or a detriment to nearby properties. The immediate surrounding neighborhood consists of several developed properties along a historically developed Orient Harbor shoreline on the west side of Village Lane,one of which contains two dwellings, These properties are non-conforming in lot size,shape and most were developed prior to the introduction of Zoning in the Town of Southold, The area is characterized by homes with various pre-existing rion-conforming setbacks, lot coverage,GFA and sky planes. Many of the area homes have been recently renovated,, restored and/or expanded with the benefit of Zoning Board of Appeals relief and other"Mown boards including the Trustees and the Historic Preservation Commission, since tile majority of tile hamlet ofOrient (village) is within a National Historic District. As presented,the applicant's proposed additions and alterations of the historic home will, further enhance the streetscape, cultural identity and community character,while preserving the local heritage. 2. Town Law 6267-b(3)('b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the app�licant to pursue,other than an area variance. As part of the proposed additions and alterations,no expansion of the existing conditions relative to the front yard, rear yard, lot coverage or sky plane are proposed. All existing conditions will be maintained (including the reduction of approximately 8 square feet of living space in the conversion to a porch). However, relative to the GFA, variance relief is necessary to establish a bedroom in a former attic located over the existing attached garage. As a result of the conversion of the attic to living space(with a raised ceiling height), the increase of 720.6 square feet will yield a new GFA of 2,860 where only 2,100 square feet is permitted by Code. it is impossible to convert an attic to an owner's suite or habitable living space without increasing the pre-existing, non-conforming, GFA. However, the existing structure is already six (6) feet, and the applicant seeks only to increase the size by three(3) feet. 3. Town haw 67 3)(b)(3). The variances granted herein are mathematically substantial, representing 84.9% ,24_-_bmi� relief from the Code relative to a reduced front yard setback; 8.5% relief from the Code relative to a reduced rear yard setback; 8% relief from the Code relative to excessive lot coverage; 343% relief from the Code relative to Page 4, July 25,2024 #7918, 2440 Village Lane, LLC SUM No. 1000-26-1-17.1 excessive GFA; 100% relief from the Code relative to penetrating the Sky Plane. [Iowever, the reduced front and existing maintain rear yard setbacks, the excessive lot coverage and the Sky Plane variance requests are to all conditions, while the proposed conversion of compliant second-floor attic space to habitable living space/owner's bedroom suite increasing the GFA beyond an allowable 2,100 square feet offers little negative impact on the community. The improvements will not obstruct the views of neighbors, and the additions and alterations to a historically significant home: is located in a National Historic District. 4. Town Lalff 6267-b(3)(1b)(4). No evidence has been submitted to suggest that a variance in this residential community will have ail adverse impact on the physical or environmental conditions in the neighborhood. The applicant MUSt comply with Chapter 236 of theTown's Storm Water Management Code and install a Suffolk County Board of Health approved Innovative and Alternative Wastewater Management System. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. Tile applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations oil the use of the parcel tinder the Zoning Code in effect prior to or at the time of'purcliase. 6.Town_LLaw '267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of alterations and additions including,a 24.4 feet by 27.4 feet expansion of an existing second floor in place of(and within the same footprint as') an existing storage attic over an attached garage, a 7.7 feet by 6 feet extension ofan existing roofed-over porch in place of an existing 9 feet by 6 feet portion cif an existing Ist floor living space to be removed,and a 9.1 feet by 15.8 feet second roof terrace over an existing first floor to a historic home while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. OLD lrl(, N J.�IJV _B( 'actors and applying the balancing test under New LE, 1ARQ: In considering all of the above f York Town Law 267-B, motion was offered by Member Planarnento, seconded by Member Acarnpora, and duty carried, to GRANT the variances as applied for,and shown on the Site Plan prepared by John Joseph Condon,LPL,last revised February 12, 2024 and Architectural Plans, labeled S-2, S-3, AI-A8 prepared by Peter Marren, Registered Architect and dated October 31, 2023. SUBJFCT TO TI.-IF FOLLOWING CONDiTioNS: I. The proposed Innovative Advanced (I/A) septic system on the subject property must be approved by the Suffolk County Department of Health Services. 2. Town of Southold Board of Trustees approval for the requested relief, as proposed on the submitted architectural plans. 3. Town of Southold Historic Preservation Commission approval for the requested relief, as proposed on the submitted architectural plans. converted to habitable living space 4. The existing, attached, garage is to remain unconditioned and may not be c of any kind. 5. The existing shed is to remain unconditioned and may not be converted to habitable living space of any kind. This approval shall not be deented effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued Page 5, July 25,2024 47918, 2440 Village Lane, LLC SCTM No. 1000-26-1-17.1 The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPOII I"A S''l`LIMITS ON THE APPROVAL S GRANTED IIP�PtI+N Please Read Carefull AI ny deviation from the survey, site plan andldr architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance oj'a Stop Work Order,and may require a new applicaation and public hearing before the Zoning Board"'of Appeals.. #ray deviation from the varidnce(s)granted herein as shown on the arcbitea:tural drawings,siteplan arad/or wt�rrvey cited above, such cis alterations; extensions, demolitions, or demolitions exceeding the scope of'the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of tlae sub)ect property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. I IMIa LIMITS O THI,S APPROVAL: Pursuant to Chapter 280-1 G(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate-of Occupancy has not been procured,,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one (1) year terms. IT IS THE 3 OPERT "OWNER'S RESPONSIBILITY'" TO ENS1l,DIIE COMPLIANCE WITH I`II.I COI➢1 Il Ii'IJI ED°I`lME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes, Planamento, Acampora and Lehnert. (5-0) Leslie Kanes Weisman, Chairperson Approved for filing /�, /2024 iNr w De artment of KATHY HOCHUL YORK P Governor TE Environmental Conservation SEAN MAHAR Interim Commissioner PERMIT MODIFICATION April 29, 2025 2440 VILLAGE LANE LLC C/O MARGARET MCNAIRY 2440 VILLAGE LN ORIENT, NY 11957 Re 2440 VILLAGE LANE LLC 2440 VILLAGE LN SCTM# 1000-26-1-17.1 ORIENT, NY 11957 DEC ID: 1-4738-02473/00003 Dear Permittee: The NYS Department of Environmental Conservation (NYSDEC) has reviewed your request to modify the above referenced permit in accordance with the Uniform Procedures Regulations (6NYCRR Part 621). It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or the existing permit conditions. Therefore, the permit is hereby modified to authorize the following activity: Revise the location of the proposed Innovative/Alternative Onsite Wastewater Treatment System (I/A OWTS) and eliminate the future septic expansion area. All work as shown on the attached plans by Condon Engineering, PC, last revised October 8, 2024, and stamped NYSDEC-approved on April 29, 2025. This letter is a modification to the original permit and must be available at the job site whenever authorized work is in progress.All other terms and conditions remain as written in the original permit. Sincerely, Laura F. Star Deputy Permit Administrator cc: En-Consultants DEC-BMHP Division of Environmental Permits, Region 1 50 Circle Road, Stony Brook, NY 117901 dec.ny.gov I dep.r1@dec.ny.gov 1 (631)444-0365 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02473 PERMIT Under the Environmental Conservation_Law ECL' F- ' and Facility ion W11-11111- ty Information ...................................... www_µ Permlttee a ........ _w._.. Permit Issued To: Facility: 2440 VILLAGE LANE LLC 2440 VILLAGE LANE LLC C/O MARGARET MCNAIRY 2440 VILLAGE LNI1000-26-1-17.1 2440 VILLAGE LN ORIENT,NY 11957 ORIENT,NY 11957 Facility Application Contact: EN-CONSULTANTS 1319 N SEA RD SOUTHAMPTON, NY 11968 (631) 283-6360 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Orient Facility Principal Reference Point: NYTM-E: 726.299 NYTM-N: 4557.362 Latitude: 41°08'09.7" Longitude: 72°18'13.7" Project Location: 2440 Village Ln. Watercourse: Orient Harbor Authorized Activity: Replace existing 9'x6' portion of existing dwelling with 7.7'x6' porch extension, construct roof terrace, and raise height of portion of existing second floor. Install stormwater drainage system. Install and maintain an Innovative/Alternative Onsite Wastewater Treatment System (1/A OWTS) to replace existing septic system. Work includes the following activities: - The excavation necessary to expose the existing septic system. - The removal of some or all components of the existing septic system. - The installation of an I/A OWTS model which has received Provisional or General Use Approval by the Suffolk County Department of Health Services, including all required exterior electrical and plumbing work and, if included in the design, the installation of a new, Pressurized Shallow Drainfield. - The importation and placement of granular fill or other appropriate fill/soil material (as necessary to construct a functional system) required to replace soils unsuited to the proper functioning of the new I/A OWTS and topsoil necessary to landscape the completed installation area. - Maintenance and repair tasks; including associated excavation, backfilling, and dewatering, for the installed system such as the replacement of filter media or the repair/replacement of failed components. All work shall be in strict conformance with the attached plans stamped "NYSDEC Approved" on December 26, 2023. SAPS 1-09-012, 1-17-001 (LFS) Page 1 of 7 Ask NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02473 Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-02473/00003 New Permit Effective Date: l m wm2/1023m 16/2„ Expiration Date. 1 2/25J2028 NY EC 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: LAURA F STAR, Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 _ Date / 2�/ 2✓ Authorised Signature: �Z Distribution List .. __... ._ r .. EN-CONSULTANTS Marine Habitat Protection LAURA F STAR Permit Components ,.___........... .......�..m_ .� NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS ...._............. ....... �_ NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS I. Regulated Activities Authorized By This Permit This permit authorizes only those regulated activities / structures identified under the section Description of Authorized Activity. N YSDEC does not issue after-the-fact or as-built permits. This permit does not authorize activities, or legitimize the existence of structures, which would have required a permit but for which no permit or other authorization has been granted NYSDEC. Page 2 of 7 W Am OhNow NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02473 2. Conformance With Plans Alt 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 John Joseph Condon, dated October 30, 2023, and stamped approved by NYSDEC on December 26, 2023. 3. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 4. 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. s. Failure to Meet Permit Conditions Failure of the permittee to meet all the conditions of this pen-nit is a violation of this permit and grounds for an order to immediately cease the permitted activity at the project site. 6. Authorized Innovative/Alternative Onsite Wastewater Treatment Systems (I/A OWTS) Septic Systems This permit authorizes the installation of any models of I/A OWTS septic system which have received the approval of the Suffolk County Department of Health Services (SCDHS). If SCDHS rescinds its approval of one or more of these models during the term of this permit, DEC will no longer approve new installations of that model. The list of I/A OWTS systems which have received approval by SCDHS are found on the Suffolk County Website under the Reclaim Our Water- Homeowner section at: Overview of Provisionally Approved Technologies. 7. Installed System Must Be Properly Maintained The permittee must maintain, service and repair the installed I/A OWTS in accordance with the maintenance schedule set forth in the SCDHS permit issued for the system. 8. Install and Maintain Erosion Controls Staked hay or straw bales or other DEC-approved erosion control measures are to be installed on the downslope edge of any disturbed areas. This barrier to sediments is to be put in place before any disturbance of the ground occurs and is to be maintained in a functional condition until all disturbed land is heavily vegetated. 9. Contain Stockpile and Disturbed Areas All disturbed areas where soil will be temporarily exposed or stockpiled for longer than one week shall be contained by a continuous line of staked hay bales/silt curtain (or other department-approved method) placed on the seaward side between the fill and wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 10. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 11. No Equipment in Wetland Heavy equipment, including bulldozers, backhoes; payloaders, etc., shall not be operated in the wetland. 12. 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 25 linear feet from the tidal wetland boundary. Page 3 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02473 13. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New 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 forms shall be used. Wet concrete shall not be poured to displace water within the forms. 14. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 15. Prohibited Toxic Materials The introduction of materials toxic to aquatic life, such as pesticides, cleaning fluids, oils and chlorinated liquids is strictly prohibited in the absence of permit authorization. 16. Clean Fill Only All fill shall consist of clean soil, sand and/or gravel that is free of the following substances: asphalt, slag, flyash, broken concrete, demolition debris, garbage, household refuse, tires, woody materials including tree or landscape debris, and metal objects. The introduction of materials toxic to aquatic life is expressly prohibited. 17. Seed, Mulch Disturbed Areas All areas of soil disturbance resulting from this project shall be seeded with an appropriate perennial grass, and mulched with straw immediately upon completion of the project, within two days of final grading, or by the expiration of the permit, whichever is first. I& Temporary Mulch, Final Seeding If seeding is impracticable due to the time of year, a temporary mulch shall be applied and final seeding shall be performed at the earliest opportunity when weather conditions favor germination and growth but not more than six months after project completion. 19. 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. 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. Development Restriction Reconstruction/restoration projects authorized by this permit must meet the 20% maximum adjacent area coverage limitation for impervious structures and surfaces, 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. Page 4 of 7 AM tubma NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION * " Facility DEC ID 1-4738-02473 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. 24. 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. E .- - - - .__ ___ -............ ................ GENERAL CONDITIONS - Apply to ALL Authorized Permits I. 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 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 permit. 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 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. Page 5 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02473 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 permittec to comply with any terms 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; c. 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 6 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facilitv DEC ID 1-4738-02473 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 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 pennittee'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 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. 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 7 of 7 �„+ua tu" ..,, ra ".`^^*"mnr mm� r„"«•m,„"ri""" rn,'"" ,'.fir rr*.*w^�dwr�Yl'�ddgyy ,. ..,.,,, ad�T1°mu �.., ,.:.;;.ad +'�r'^s„-.,, ''; N" uaPY"19 w rS7m a �!'«"•w� �,{"'x.. � ,»�No^i�>»7f��"a. .�,:.r,°nr kd..>.n Sao �nW.. a y.,�.;y»."�r rmr,�.«r�," ,, "'Y '�'Y,r/ru^,.'„.w*r rr"" ,?�. va.�;,,;. r� "' :M.�, mi�'%�"'rr J'�a`"* ^;.w'..,, �,'�'''a� �� '''"�`: e ,r ro,._r�'a,: >r t � *r„, „•, ML' + ✓'>, � ✓ &fin ',i+„ ,,,,,,, �. wrY ��'�#:� n i ,»»«, W � . r ��w � Ndi° d� f� aa"�� !� n��r,,:,�. w. ,p,"� "m✓.�.� �I:, r W'��,�,,;, � !r�'m.�."��ikw"g`WY'�r t r�`i �6n ,.•• d"` ay�',:�'�r r�.,",,3 >+':yr�»fir*"✓°""+ *,, �'rc.:.wt1 A� -� v✓u �d;�,,,o-r' �'� hM �� ?.,„ rrM�+* " ,: �� `,"� lW�r�1�,� d� �.:„=� > dam,+ 1 f�� i �� r � ,,,� ��' N•„t e°$W •,t�" f�wdy dkhi „„'H '�� r�,"'4.»^q nFa.,� �r'4ar -� to ;W:1•� s'r:.;�^" .'1�'`cur � µ:,. r,,^�- ,+,:, .J x'r" >H+-ua ""+"M y," /. �� _,�r� �: IOW Y'�„ :�aRr ,,r, ��r�^ ��° ;>��rs*- ,.1� ✓�s ,� a;�°aa�"�, �s �i�.�'� �r, ;P r �", .`, �,'�, �.�:: �»!,: ."rn " :°* "� �r'`r,N� �,�af,. .•,o rv, �v,r✓t«r „ �,i .•r .'"�'�WRY ,w� •.,u u» l�� a �1,�;� d, "a��, ,iud,; K•<��",r..', �,+.„ .n,a� ' �r'r%� G �Y'�'�r.. '^„,. ��, �� "'��u+ ro�'�d'�, w" .��»~�".��",,,"dam� ;�,�'�^ �, �-� ��' �u ' .�°a�i�r r ��W��/ � ^�✓,"�'�� "� r �u'�,n„r' /�d�,' � �q� nN"�" �, A,I. rare+,,,, ,,, .°,,:„,•+e;•y,,r .,r,rn,",,.� ,�'Jva l�ti✓ir �1 �„✓� �� ifi ..r`+—,°�� ... W!��!�..,a° & � V N;,r »..Imrc.�'"� r owG��•��rGN,�Fi(d��,�� ,�' °W3� 6 r"� � r r M ."..�.�....�..�.�.a....�:....;.,..�._.�::�:.% e.. .s d•; uta.✓lO wha,re iU�,"po�,7rs„ki tlM1kr b mMtl7� „q r a�»rr,d r'°r�J9�V",YPN � � .,,_..�,.' ,h ,« a,rvv� "��t �f� uy'F . ✓ BOARD OF SOUTHOLD TOWN TRUSTEES t SOUTHOLD NEW YORK " PERMIT NO. 10703 DATE: JANUARY 15, 2025 r ISSUED TO: 2440 VILLAGE LANE LLB' u � PROPERTY ADDRESS: 2440 VILLAGE LANE ORIENT " SCTNI# 1000-26-1-17.1 AUTHORIZATION d � +y Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in t, accordance with the Resolution of the Board of Trustees adopted at the meeting held on December 19,2024, e and in consideration of application fee in the sum of Sj.25£)M paid by 2440 Village Lane. LLrC and subject to � gtpl the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and r permits the following:AU 1 � Wetland Permit to renovate and alter existing one & two story single family dwelling + " by constructing a 7.7'x6' extension of existing roofed over porch in place of existing ' 1, 9'x6' portion of existing first floor to be removed (1.3'x6' portion of existing dwelling footprint to be permanently removed); a 9.1'x15.8' roof terrace over remaining portion ' of existingfirst floor; and a 24.4'x27.4' expansion of a e p n existing second floor m place of V y and within the same footprint as existing storage attic over attached garage; remove and replace existing septic system and install an IIA sanitary system; and to install r stormwater drainage system; all as depicted on the site plan prepared by Condon Engineering, P.C., received on October 9, 2024, and stamped approved on January 15, " 2025. VIA � � ror° 4. i" IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Sea] to be affixed V 1° w y and these presents to be subscribed by a majority of the said Board as of the day and year written above. 1 1.01 All it TA fA u wti r' � 1 s � ww� " ..4f J6 //rrrMr 3 ,..�:a I.IN IP 11,C l,:.r �W^ ,.^DN" '.:,,,;,�,v�.:M,<.. ,,«.., ,*„ :.a „•,: $✓o ,,,e< n,,, r ,rva r�,4 sf rnNNtr, Y ,..d fir: 1 µ +�9•, ,,.,Ir �'..;r?y ,w,�w:{�Jti-, ... rw iW,„ „ n „,.,. ^'�ryyP, ':^rr,�, ;,,�,„a✓� :,j�wr _.,.:,:,Jr inyll"y.. „pW' y ..s ry t,.,,., ! r r� „ � '�*^::«r,, 4 -:r" � , »'0. r r".� !✓'.,. 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I�>b a"';",, �1.,u,,.�„✓ 1�. �ly,4 Pw`"�«�,;� .,+• ;�"+q�' P �'� jri�.."„.y�,M.�.. .- ,^�".,. � ��b�"",.A`��., ,..:. W,p'��'G.,b�'�y ,Cr..., a t. "N ," ✓ .v C"�""^ „:.�„o"'W'm�:✓r' a»r,�a Mom, ,p i bra,' �"�'" „�,n„ I�+6:r� � , , �+ �,:rj »ri" t9d rwW�d a� � �'7vs�d 5�"'»d�rr�.,:� I� a t]M, ��rr�i �l �, `ti''" 'rC��;�.�tl�,��,',�;K�. �`r t "" '_ _` ., wrr aa1:. . •.,,.:,. �^.crr. ,`u prrrw «'.. ..:,"M w ,,„.�.,. M,„„." "wnu�.alu: i�"dr; „�! "^' �'" :iwr � a^.,^ ; ,d�.:�9}::..,.. k+I;lw�fr' '��, .,�M✓its N._., u"�+� ��s=� TERMS AND CONDITIONS The Permittee 2 49 Aill�ane. Lip 2440 Village Lane,Orient e York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: L That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4„ That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach hetween high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the pennittee 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. SOUTHO- LD T U No. R� a�-o3 Issued T... Date Address ��L440 v'1`a'� � ne� Uc ; a�`T THIS NOTICE MIDST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFICE,TQWN OF SOUTHOLD SOUTHOl.D, C+6.Y. 11971 TE L.: 765-1892 TW — TOP OF WALL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BIN — BOTTOM OF WALL BEFORE COMMENCING WORK. FAMILY RESIDENCE rNST HO ,E JUTA 6, ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TED TO PRIVATE WELL MST HOLE DUG BY bkaa= ON OCTOBER 14. 2022) TOWN,COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR 0' SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS MIXED SAND do LOAM OL SHALL NOT BE BURIED ON-SITE. —2' T ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR BROWN SILT ML TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO ALLOW THE STRUCTURE TO 3.2' (EL 2.0 HIGAW EXP. OW EL.) WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS, 3.5' t� WATER IN BROWN SILT ML 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI/28 DAY STRENGTH t i 7 CONCRETE, WATER IN BROWN COARSE SAND SW 9, SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS, 3' 10. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS, DRAINAGE INLETS,ETC, THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION LTRATOR WATER AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO"THE NEW '4 PLUS STANDARD I� t YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL", R LEACHING EXCAVATION INSPECTION REoUIRED 11. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM FOR SANITARY SYSTEMDENSITY AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY STANDARD PROCTOR TEST. _r BY HEALTH DEPARTMENT 12. TOTAL LOT AREA AREA=12,926 S.F, IALVE BOX IE(TYP.) (TYR) NAVY STREET C�aL.trn r#4tj3r tx1m 19►mRery fy.tam mul 6a p,. _ wrdmmmnoe w11h ew URp"w -s requlnmento. I ] Bu6mR competed Nmi YJYVM-6nt1 b proof � a�`� bn3lgn Pioieulurul'i C.'011 0t 114ue d. SUllntll P-E n A.Ctvtll11atk1,,Yu, --- ----- -- - - - - The hle0114nnend C-It—llpe of llw Sewage UlW03"I*5Wm PP )E N r ORD N E- Ll 7 RU (� Use Pnnn WWM073 I APPROVED il`/ �l..�V1lVA1`I�+l` �I�11 �QtI�,V OF FAMILY RESIDENCE _ CONNECTED TO PRIVATE WELL REVIEW DETERMINATION DATED 06/26/2025 I SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAMILY RIrSIDENCE ONLY i DATE 07/0212025 I J.5. Rr_ -No R-23-1768 APP �O EA-I-TACHMENT (S) FOR 1 `MUM OF 4 BEo)F(70Ms EXPIRES THREE YEARS 7R DATE OF APPROVAL. T OVERAGE ) TOWN DEFINED LOT COVERAGE HEALTH DEPARTMENT APPROVAL STAMP % LOT COVERAGE BUILDABLE LAND (LOT AREA LANDWARD OF C.E.H.A. BOUNDARY) 9,816 seq. ft. ft. 12.7X DESCRIPTION AREA % LOT COVERAGE' ft. 1.0% HOUSE 1,642 sq. ft. 16.7X ft. — 1.4% W5615 DOR AT R.W. 30 sq. ft. 0.3% HOUSE CORNER ft, 0.596 12124 SCDHB COMMENTS REAR PORCH 178 sq. ft. 1.896 1/18/24 SCDHS COMMENTS ft. 0.2% FRONT PORCH 128 sq. ft. 1.3% REVISIONS ft. 0.5% SHED 127 sq. ft. 1.3X NEWS ft. 0.2% OUTSIDE SHOWER 20 sq. ft. 0.2% ft. 1.096 TOTAL EXISTING _ 2,125 sq. ft. 21.67L �� ft. 17.5% P/O HOUSE TO BE REMOVED —54 sq. ft. j x ft. PROP. PORCH EXTENSION 46 sq. ff. ft. TOTAL PROPOSED 2,117 aq. ft. 21.696 M912 ft. 17.496 CALCULATIONS BY EN CONSULTANTS. 'TS. S.C.T.M.: DIST. 1000 SEC. 26 BLK. 1 LOT 17.1 Scale:AS SHOWN Condon Engineering, P.C. MCNAIRY RESIDENCE cation 2440 VILLAGE LANE W Drawn by:JJC 1755 Sigsbee Road OF leafing Mattituck, New York 11952 ORIENT, NY ect,or lis/her Date: 10/30/2023 (631) 298-1986 (631) 298-2651 fax www.condonengineering.com SANITARY PLAN 2 I URAUE REQUIRED: ROOF AREA: 898 SF X 1,0( WILLOW STREET 149.7 CF 13,5 CF/LF=42.8 LINEAR FEET R STORAGE PROVIDED: RENGTH USE 2 ROWS 22 L.F.EACH=44 L,F,>42.8 ;OPYLENE IN DRAINAGE AREA "B" STORAGE REQUIRED: ETATIVE COVER ROOF AREA: 1,114 SF X It Y MIN. 1:3 SLOPE MAX TO 185.7 CF 13.5 CF/LF=53.1 LINEAR FEET RE MEET EX.GRADE OR SINGLE FAMILY RESIDENCE w RETAINING WALL CONNECTED TO PRIVATE WELL ��'"�%case L STORAGE PROVIDED: -; . - u � .f USE 3 ROWS 18 L.F.EACH=54 L.F.>53.11 -- TOPSOIL -� "THE INFILTRATOR QUICK4 PLUS STANDARD LOW Y RESIDENCE PROFILE CHAMBER SYSTEM SHALL BE PLACED IN ACCEPTABLE LEACHING SOILS WITH CLEAN SAND AND CONNECTED SINGLE FAMILY PRIVATE WELL GRAVEL('SP"OR BETTER)WITH A 1-5 MP► �_ 3'INVERT PERCOLATION RATE, IN THE EVENT POOR LEACHING �. MATERIAL IS ENCOUNTERED,EXCAVATION IS TO BE �� PROPOSED 2ND FLOOR EXPANSION 24.4'X 27.4' wc � CONTINUED TO SUITABLE MATERIAL AND BACKFILLED AS DETAILED. SINGLE FAMILY RESIDENCE (869*8F OF EX.2ND FLR.TO BE INCREASED IN ' I HEIGHT BY 3't TO INCREASE CEILING HEIGHT —PRESSURE LATERAL, CONNECTED TO PRIVATE WELL ` °• FROM 6'TO 9'. SIZE PER DESIGN DRAINAGE AREA"A' vlT N�-y ° " 0 • " NOTES.' 2 ROWS 22 L,F,FRENCH DRAIN °w N� w ° Otto " ° ** 1. ELEVATIONS ARE REI • *' EXISTING ELEVATIC ARD LOW ,.•*� F.FL. — FlRST FLOC PROPOSED 9.1'X 18.8'TERRACE OVER r �* 0 EX,WELL TO REMAIN G.FL. — GARAGE FU CTI0N EXISTING ONE STORY ROOF „w 0 •• " . TTB BB — BOTTOM OF t * * — TOP F WA APPROX.7.7 X 6 PORTION OF EX.DWELLING „� * BIN — BOTTOM OF c TO BE REMOVED AND REPLACED WITH 46 SF COVERED PORCH EXTENSION SINGLE FAMILY RESIDENCE T CONNECTED TO PRIVATE WELL (�HoLE DUG BY Jj APPROX 1.3%6'PORTION OF EX y PROPOSED HYDRO ACTION 1ST FLR.TO BE REMOVED ,� '" ° *' * AN-500C dA OWTS FtEv. NS. \ . * PROPOSED HYDRO ACTION )SS(C):150 PROJECT LIMITING FENCE / VC N w . a \ ° PUMP STATION LIMIT OF DISTURBANCE � ��"�„ �;t � �'' -n * " ` *�* :ASE TO WASTE PIPE OUTLET) � � x c A tiR ILEL " MAIN EXISTING CESSPOOLS TO BE PUMPED DRY �� C " * 1/4"HDPE FORCE* �, 18.5' AND ABANDONED IN ACCORDANCE WITH THE r PROPOSED VALVE BOX SCDHS STANDARDS \ ^ w " *, 1, ?.* -� r E CHA RT BELOW) 3 ROWS 18 L.F.FRENCH DRAIN _ DRAINAGE AREA 'B \ 'ti �^' , ,,• 'NPE(2 FT.PER SEC,MINIMUM) PROPOSED HYDRO-ACTION CONTROL \ � * 9.0 FT/SEC>2 FT/SEC. PANEL AND AIR PUMP ON A 30"X 36"X 6" \ +„ a PROPOSED 13 LF,INFILTRATOR WATER P.C.SLAB WrrH 6X6 WIIAXW1.4 WWM ° * TECHNOLOGIES QUICK4 PLUS STANDARD \ w �` LOW PROFILE CHAMBER LEACHING SYSTEM YP.OF 4 R E x::.AvA-rII4: PROPOSED VENT TO BE TERMINATED .M N ,_A THROUGH ROOF WITH A CARBON FILTER \ 7 T ELECTRIC LINE TO BE \ CLEAN OUT WITH A PLASTIC VALVE BOX PLACED IN CONDUIT b"' INSTALLED FLUSH WITH GRADE(TYP.) °. MEET EXISTING GRADE \ w S'PROP.DISTAL HEAD HI'.(TYP.) NAVY STREET (� AT 1:3 SLOPE MAX. w "ra T HCKZ PROVIDE ROOT PROTECTION, "'' �� ` �, � �"��"�'" • �, �,* s _.WITHIN 10 OF THE TREE F.X.TREE TO REMAIN " S SINGLE FAMILY RESIDENCE w � 2.52'00" W 62.04 CONNECTED TO PRIVATE WELL i Als5c5scRs GORES AND REFERENCE STANDARD: - CLIMATIC 4 GEOGRAPHIC DESIGN CRITERIA I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE NEW r,7 5�0 FE : YORK STATE BUILDING CODE, 2020 NEW PORK STATE RESIDENTIAL 'Ifr�'1 CODE, 2020 NEW YORK STATE PROPERTY MAINTENANCE GORE, AND GROUND SNOW LOAD 25 LBS 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION r CODE. 0 a BASIC WIND SPEED 130 MPH 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, U Q CONNECTIONS OF WOOD FRAMING, AND CONNECTION TO FOUNDATION RENOVATION OF EXI5TINO I7WELLINO LEI o - 2015 WOOD FRAME CONSTRUCTION MANUAL BY THE AMERIGAN F_ W EXPOSURE CATEGORY B FOREST d PAPER A550CIATION (AFBPA) AMERIGAN WOOD COUNCIL = J O (ANC). SEISMIC DESIGN CATEGORY B V fy) 5. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK Q - N WEATHERING SEVERE STATE PLUMBING CODE. Q C /�� w 0 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK °"' Z O FROST LINE DEPTH 3'-0" STATE D MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS : x c - 0 TERMITE MODERATE TO HEAVY c L Z 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL O O N w 0 ELEGTRIG CODE, NFPA-10 AND 2020 NEW YORK STATE ENERGY �'••, .'° ,� LLI a cc LO �C ICE BARRIER REQUIRED YES CONSERVATION CONSTRUCTION CODE. " ` ^» Z '- L) CV �. LOT COVERAGE O 4--+ C4 Z Om NYS DEC CODE 661.E (a)(4) Q (U : Z Q Oa � O DESCRIPTION (FOOTPRINT) AREA COVERAGE ir'� F '"' �{ `° uW�// TOTAL LOT AREA 12,a25.0 S.F. EXISTING HOUSE 1,642.0 S.F. 12.79E a 4 1 w "� LO EXISTING FRONT PORCH 128.0 S.F. 1.090 i Q ■ EXISTING REAR PORCH P I • � x Y� � � � U �178.0 S.F. 1.490 v�" ;J� '� '� "' ! W a >' EXISTING WOOD DECKS 67.0 S.F. . ., I FF �y I J Z 0.590 p Z t. $' �I yb,k$ i,y.�Yy: i�. µ +{ I° w % EXISTING CELLAR ENTRANCE 51.0 S.F. 0.290 `.� �' } ., '''• *«' Q F- Z EXISTING CONCRETE APRON % 1 ,4" W `'� �. '�; 4 ; ■ - '70.0 S.F. 0.590 ,, -tiz :° �.°' Q W W SLAB �, 4 � w" , '` Z W F- n 1 OUTSIDE SHOWER 20.0 S.F. 0.290rs", W O Z VJ M SHED 121.0 S.F. Q ..�J w TOTAL AREA OF ALL EXISTING ^+� ,. W Z 2263.0 S.F. 17.59b Y Q W W STRUCTURES , P/O HOUSE TO BE REMOVED -54.0 S.F. -0.5090 b M 0 W Q0 U _ _... -. o oc� o W PROPOSED PORCH EXTENSION 46.0 S.F. 0.490 .u__. .. .. - _ . .., TOTAL PROPOSED AREA 2255.0 S.F. 17.495 LOOATION MAP m Q ■� nn ,, SCALE: NTS W X W (2 W F_ OWy) = 0KLO LOT GO\/ERAGE I Z P- SOUTHOLD TOWN CODE 280-I24 Q N W T-I DESCRIPTION (FOOTPRINT) AREA % LOT C�-OO I .00 PROJECT LOCATION &SCOPE COVERAGE SITE PLAN & ZONING DATA TOTAL LOT AREA CIA16.0 S.F. EXISTING HOUSE 1,642.0 S.F. 16.'1% x WOOD DECK AT N.W. HOUSE C-7-OO2 ,O® GENERAL NOTES CORNER 30.0 S.F. 0.39b ENERGY TABLE REAR PORCH 17a.o S.F. 1.89b WINDOW INSTALLATION DETAIL FRONT PORCH 125.0 S.F. 1.5% d A- I 0 .00 PROPOSED DEMOLITION PLANS SHED 127.0 S.F. 1.5% OUTDOOR SHOWER 20.0 S.F. 0.290 TOTAL AREA OF ALL STRUCTURES 2125.0 5.F. 21.690 _ O2 .00 PROPOSED FIRST FLOOR PLAN P/O HOUSE TO BE REMOVED -54.0 S.F. -0.690 PROPOSED PORCH EXTENSION 46.0 S.F. 0.59b TOTAL PROPOSED AREA 2111.0 S.F. 21.6% A- 105.00 PROPOSED SECOND FLOOR PLAN O R I E N T H A R 5 0 R MAXIMUM LOT COVERAGE ALLOWED: 20.0% z W NT Mt_AN HIGH WATER MARK NO`�I'IB1=R 2022 PROJECT / ZONING DATA A- 10--.00 PROPOSED ROOF PLAN � HE AAN HWETLAND5 B a�ARV, _ _ �u AS CONSULTANTS N2q°51'S6"W TAX MAP # 1000-26-I-17.1 A5 pETERMINI=D SY THE LINE ALONG ApPARE - 8_I_22 _ - __ - -- ZONING DISTRICT R-40 _ - _ - "_- ------- A-20 .00 PROPOSED EXTERIOR ELEVATIONS a 18q 38, _ _ _ _ __ 1 LOT AREA 0.5 ?OGRES SPRI GN HIGH WP•TER Mp,RK o PROPOSED EXTERIOR DEMOLITION ELEVATIONS ___ ---- COfO - N/A N/A PROJECT: II SAND BEACH LIMIT OF BEACH _ FEMA FLOOD ZONE AE -202 .00 PROPOSED EXTERIOR ELEVATIONS 2440 �p - - U1 I ZONE AE(EL=q'J GONG. WALL WETLANDS DISTRICT 10705 01/25/2025 PROPOSED EXTERIOR DEMOLITION ELEVATIONS - - - - - ------ - ------- - ----- - - - --- - -------------------- -- ---------------- -- --- - ------- I I - ----------- ----- -- ------------- --_- DEC DISTRICT I-4738-02473 12/26/2023 GONG. WALL BEACH VEGETATION ROLL UP WOOD COASTAL ER05ION HAZARD LINE -11- GRAVEL WALKWAY OVER - STONE WALKWAY -- / GRAVEL SUFFOLK COUNTY HD APPROVAL R-23-1768 4 OF BED. A-50 1 .00 BUILDING SECTIONS 2440 VILLAGE LANE ROLL UP WOOD G SET IN SAND ti�D� II WALKWAY OVER rn �� CESSPOOL LAWN WALL RAVEL EDGE OFI(LAWN ----- x HEDGE PROPOSED Q ---__ EDGE OF LAWN d ORIENT, NY 11957 ROOF OVER ;ROOF DECK OVER � WOOD PORCH /RENOVATION ° i O SITE PLAN HATCH KEY: UNDERGROUND �//%/////////////////////, N II BURIED 6" PLASTIC ELECTRIC LINE\\ ,:/ ;��; 5 , 1 },n�;ti•<� y, OUTDOOR o r - I 0 ,OQ PLUMBING RISER DIAGRAMS PICKET f=ENGE 11 --- ( n(. rx ;r,x �fi, 5HOWER I O I I WELL PROPOSED BUILDING ADDITION DRAWING TITLE: DRAIN PIPE o EXISTING ((. ((ri. t: m I y I GAS RISER DIAGRAM -----It-- ------ --- 2 STORY FRAME ., PROPOSED a I z I ® PROPOSED ACCESSORY STRUCTURE PROJECT LOCATION & SCOPE HOUSE 4 GARAGE �DWELLING ❑� s� I '� -_EL �, ., i STONE PATIO-- MTR ----(NO WORK) , RENOVATION, r 1 Y I SITE PLAN & ZONING DATA 1 J -- _ I *. ti ..' n''(mil ---- -I---'-� -"[LINE ® PROPOSED 2ND STORY 11 EL.=5.2' Cv SET IN SAND OF LIMITED ' UNDERGROUND ° I -A" / ,, ' nx ,�� j HAVE ACTION . WELL II TEST ELECTRIC Bti I(zi I i HOLE EDGE OF LAWN TELGOM LINE :, .> x G x > "r, q 1 -� I OWT_5 TANK PAGE: II �Y WOOD LJ _ DECK STEPS 15.0 coil DRAIN - I- - - _ CHIMNEY _ Poor OVER CONC. APRON h I Y 205.02 WOOD PORCH d _ _ ui PIPE WOOD PICKET FENG HEDGE RO - G-001m00 WOOD � (! _ - - - - - - - - - - _ _ \� / STONE WALKWAY `WELLF 524°3 J a. d - - - - - - - - - - SET IN 5AND as 570NE DRIVEWAY Q. . #' OVERHEAD WIRES NYT #24� - - - - - - - - - T°- -mod- .e - _ - - DATE: 8 07 25 NYd 25 de - - - - - - - - - - - ° dUTILII`� POLE UTILITY POLE / GAS LINE ° ° �{ �{ v -J 10F 10 d a' d e e 'd ..EDGE OF a n, d ' d ° e �;l;U a d a a .d a e d 4 e 'PAVEMENT °. B a d 4 d a e. da d e d e �d. d' v d e e' a a d e .e a ° a "'a a d d a d' ..e o d e g ^. c d" d a d ea a .. d d a.d a •. e. d 4 . a.: a '. e ° .d, d a a a. d eo, e'.' a .. d a e a ° a, d .. d' d: a •a �' -.A a .ZONE AE(EL=-9 51TE LAYOUT NOTES: F Y'.'�-°--� ;•,;.`, `_, ----_,__--_ ed , A-f-,L= ) I. TH15 IS AN ARCHITECT 5 SITE PLAN $ IS . A. ,� ,, .•,d, ed n. .e. •a d. SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATIONREP Y I L L A O L A N a w " ARGHHIITEGT'5 BEST OF KNOWSENTED ON TH15 51TE LEDGELAN S TO THE 1 n (1-1A I N STREET) 2. SURVEY INFORMATION WA5 OBTAINED I ,. FROM A SURVEY UPDATED 11/15/2022 AND , , / PREPARED BY: ILJ p NATHAN TAFT GORWIN III 51 TE LAN 158E MAIN ROAD JAMESPORT N.Y. I1a47 SCALE: I" = IS'-O" TELEPHONE: (631) 727 2010 _ I MECHANICAL. FUEL OAS: 6YP5UM WALL BOARD NOTES $ SPEC I F I GAT I ON5 I. 6YP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT A55RE Y I AT I OBI S I. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/ THE COMPOUND METHOD. I '� IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS GONSTRUGTION DOCUMENT BINDER NY5 MECHANICAL CODE AND FUEL GAS CODE 7 T00ETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RE5PON51BILITY TO READ ALL NOTES, 2, ALL GYPSUM BOARD SHALL BE 1/2" ON WALL5 AND CEILING, UNLESS I BOARD INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLAN5 PRIOR TO WORK 2. ALL MECHANICAL SYSTEMS, APPLIANCES, 8 EQUIPMENT SHALL BE LISTED, OTHERWISE NOTED. WATER RESISTANT (A.R) AT BATHROOMS AND WHERE cn a LABELED, 4 INSTALLED IN ACCORDANCE w/ MANUFACTURER'S SPEC.'S 4 CODE. DEEMED APPLICABLE. BFE BASE FLOOD ELEVATION INT. INTERIOR V Q GENERAL 3. ALL FUEL OAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS 3. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS BLDG. BUILDING K KIPS (1000 LB5) LLI I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE SHALL BE EQUIPPED w/ FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL (WHERE APPLICABLE) AT HEAT PRODUGIN6 EQUIPMENT TO EXTEND THREE FEET LLJ APPLICABLE BUILDING DEPARTMENT. SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT I5 EXTINGUISHED. IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCING BM BEAM MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS LU EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL B.O. BOTTOM OF MAX. MAXIMUM U J m 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. SUPPLY $ RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. Q }� Cal ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED 5TRUCTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. TO AN R-VALUE OF AT LEAST (NY5 EGG R403.3): 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS,AND EDGES SHALL BE BOT. BOTTOM MEGH. MECHANICAL Q �� 0) TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 5. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES DUCTS 3"0 # GREATER, LOCATED IN ATTIC: R-8 TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. B.O.W. BOTTOM OF WALL MIN. MINIMUM O AND AUTHORITIES HAVING JURISDICTION. DUCTS UNDER 3"V, LOCATED IN ATTIC: R-6 (.05. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND G.J. CEILING J015T NAVD88 NORTH AMERIGAN VERTICAL DATUM OF IQ88 +-+ DUCTS 3"0 # GREATER, OTHER PORTION OF BUILDING: R-6 L r- 4. ALL UNNOTED OR NON-V151BLE EASEMENTS ARE THE RESPONSIBILITY DUCTS UNDER 3"41, OTHER PORTIONS OF BUILDING: R-4.2 ALL OPENINGS. O N Z 0 OF THE OWNER/BUILDER COL. COLUMN NYC, BG NEW YORK CITY BUILDING CODE 1 GLASS WINDOWS AND DOORS 6. FASTEN OYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-005. Z .ca � U 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS I. ALL 6LA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. CONT. CONTINUOUS O.G. ON CENTER .-- SHALL BE CLARIFIED WITH THE ARGHITEOVENOINEER BEFORE PROCEEDINO 0 c I WITH THE WORK. 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER DBL. DOUBLE OGG. OCCUPANCY Z _c 0 m .Z CLEARANCES ARE PROVIDED. a-J 0 a-+ Ln 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DFE DESIGN FLOOD ELEVATION O.H. � OVERHANG Q � N � � UNLESS APPROVED BY THE ARGHITEGT/ENOIiLEEB. 3. ALL SLIDING GLASS DOORS, SKYLI&HT5, AND ANY 6LA55 UNIT INSTALLED Z Q 0 d O WITHIN 15" OF FIN15HED FLOOR SHALL BE OF INSULATED TEMPERED GLA55, DIM. DIMENSION PBFE PRELIMINARY BASE FLOOD ELEVATION '- 7. CONTRACTOR TO VERIFY DIMENSIONS OF 1=OUNDATION WITH FLOOR PLANS W BEFORE THE START OF FRAMING UNLESS OTHERWISE NOTED. D.J. DECK JOISTS P. GONG. POURED CONCRETE w 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH cc 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. MANUFACTURER'S SPECIFICATIONS. EA. EACH PL. PLATE Q (V Q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE ELEV. ELEVATION PLYWD. PLYWOOD Ln LD 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE 0- 0, 0) 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, ENERGY CONSERVATION CONSTRUCTION GODS. EQUIP. EQUIPMENT P.T. PRESSURE TREATED Q �� TA W CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOW5, OR �- ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. EXIST. EXISTING REQ'D REQUIRED II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA W � 0- }; AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN -1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL EXT- EXTERIOR Ri RISER J Z Z PERMISSION FROM THE ARCHITECT. 5CREEN5 AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS F.A.I. FRE5H AIR INTAKE RM. ROOM Q Z U "�J RESPONSIBLE FOR DESIGN INTENT ONLY. 5. ALL GLA55 IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLA55 Z � r SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. FAR FLOOR AREA RATIO R.R. ROOF RAFTER Q Z m 0 ) 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. Z W n , cf. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH F.A.V. FRESH AIR VENT STL. 5TEEL Wcr Z W ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH FF FINISHED FLOOR S.Y. SMART VENT m 0 �J TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE Q RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK CHARACTERISTICS ARE AS FOLLOWS BUT NOT LIMITED TO: DESIGN PRESSURE, FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED Q W Z BROOM GLEAN. W W ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL REQUIREMENTS. F.J. FLOOR JOISTS TEMP GL. TEMPERED 0LA55 2 Z Q LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAY5 SHALL BE FOUND. FOUNDATION THK. THICK W � 0 C) U AND ORDINANCES. TEMPERED 6LA55. ~ 0 Z x FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL LU � W 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE FR. FRAME Tr TREAD a Q U L1J COMPLETION OF PROJECT. MISSILE TEST OF ASTM EIQcib AND ASTM E1856 AS MODIFIED BY 2020 NYS BG 1.1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET FRPR. FIREPROOF TYP. TYPICAL U U � THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR A5AIN5 ALL CINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ANSI/DASMA 115. FTC. FOOTING U.O.N. UNLESS OTHERWISE NOTED F- C) W � AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 O (n Q ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH GYP. BD. GYPSUM BOARD VERT. VERTICAL = O Z Lo THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) A THICKNESS OF NOT LE55 THAN a" AND A SPAN OF NOT MORE THAN 5' SHALL Lo IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND H.D. HOLD DOWN V.I.F. VERIFY IN FIELD Cfl Z i` INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE Q (V ui Tq ITSELF INGLUDIN6 THE LOSS OR USE RESULTING THEREFROM). (6) 15 CAUSED IN PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS HDR HEADER W/ WITH WHOLE OR IN PART BY ANY NEOL16ENT ACT OR OMISSION OF THE PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT HNGR HANGER WD. WOOD EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A ON THE BUILDING. HOR. HORIZONTAL ZR ZONING RESOLUTION PARTY INDEMNIFIED HEREUNDER. I5. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 PLUMBING BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING 1. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR SYSTEMS TO NY5 PLUMBING CODE AND NYS DEC REGULATIONS. I C� I I I C�`� I /'� �/� I°�C�TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWING5, SPECIFICATIONS, 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. I `�✓U J.� T I O I `>a I `� ✓ I RT O I `l R l�C U I R I I I `l I .J APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION AUTHORIZATION OF THE ARCHITEECT/ENOINEER. AND AT BASE OF VERTICAL WASTE PIPES. IQ. THE CONTRACTOR SHALL BE RESPONSIBLI= FOR ANY SHOP DRAWINGS 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER COMPONENT PROPOSED DES 1 O N CODE PRE5CR1 PTI\/E VALUE GOMPL i ES NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS FOOT. PERTAININ6 ARE TO BE FIELD VERIFIED. VALUE C 1 TATI ON (PER 2020 NY5ECGC) 20. CONTRACTOR TO REMOVE 4 RELOCATE A5 REQUIRED ALL EXISTING WORK 5. GENERAL TRAP AND KA57E 51ZE5 AS FOLLOWS,UNLE55 OTHERWISE NOTED: WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. - DISH WASHER........................................2" _ - KITCHEN SINK........................................2" 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S - LAVATORY...............................................2 FENESTRATION" MAX. U-VALUE = 0.32 SPECIFICATIONS, UNLESS NOTED OTHERWISE. - SHOWER/IUB..........................................2 TION U-VALUE U-VALUE = 0.25 MAX. AIR LEAKAGE =AIR LEAKAGE = 0.30 GFM/5F PER R402.4.3 # TABLE R402.1.4CFM 0 0 - TOILET........................................................3" .1.4 - CLIMATE ZONE 4- YES 22. PROVIDE FIREBLOCKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. - LAUNDRY .................................................2" - FLOOR DRAIN..........................................3" R-28 SPRAY FOAM INSULATION CEILING R-VALUE 4" THICK (R=7/INCH) W/ 2" OF RIGID MIN. R-VALUE = 4q 23. PLEASE NOTE THAT THESE PLANS ARE PI20TEGTED AGAINST ANY YES UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" BOARD INSULATION ABOVE ROOF PER TABLE R402.1.2 - CLIMATE ZONE 4 COPYRIGHT PROTECTION ACT OF 1490 (AWGPA), WHICH HAS SEVERE PENALTIES. THROUGH ROOF. SUBSTRATE 7. PROVIDE FROST-PROOF H05E BIBS WITH EA51LY ACCESSIBLE DRAIN 4 „ „ R-14 5PRAY FOAM INSULATION EXTERIOR (2 x6 ) WOOD MIN. R-VALUE = 20 (CAVITY) GENERAL WIND PROTECTION CONNECTION NOTES: DRAIN COCKS A5 REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW FRAME WALL R-VALUE 2 THICK (R=7/INCH) W/ R-11 BATT PER TABLE R402.1.2 - CLIMATE ZONE 4 YES ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL PROTECTION. INSULATION, TOTAL = R-2$ CONSTRUCTION;5STD 10-aQ AND 2015 5BC HIGH WIND EDITION WOOD FRAME CONSTRUCTION 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TU55 ARE TO BE PROVIDED MIN R-VALUE = IQ w I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, WITH BACK FLOW PROTECTION. FLOOR R-VALUE R-50 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL STATEMENT: 0 COMPLIANCE ST INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT HEALTH DEPARTMENT STANDARDS AND REGULATIONS. TO THE BEST ST TE KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. TO CONGEALMENT OF PLUMBING. 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL 11. NOTGHIN6 AND BORING OF 5TUDS, JOISTS, RAFTERS AS PER BUILDING CODE. AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED Q NOR ANY POTENTIAL DAMAGE THEREOF. 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 12. PER NY5 PG 425.4, A 4"x3" CLOSET BEND SHALL BE AN ACCEPTABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS WATER CLOSET CONNECTION. WHERE A 5" BEND 15 UTILIZED, A 4"x3" FLANGE PROJECT: AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER 15 ASPHALT ROOFING 5HINGLE5 2440 LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF I. ALL SLOPED ROOFING SHINOLES SHALL BE GAF-GLASS-A ASPHALT ROOFING RAFTERS. 5HINGLE5 OR APPROVED EQUAL. 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 2. 5HINGLE5 SHALL BE APPLIED OVER 15# BUILDING FELT,UNLESS OTHERWISE NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL IV' WITHIN 4' OF EXTERIOR CORNERS. LINE. $ 24" FROM ALL VALLEYS, AND ROOF FLA5HIN6 CONDITIONS. 5. SILL PLATE TO FOUNDATION ANCHORAGE';SILL PLATE SHALL BE ANCHORED 3. PROVIDE FLA5HINC NECESSARY FOR WATER TIGHT AND WEATHERPROOF 2440 VILLAGE LANE TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER CONSTRUCTION. ° ORIENT, NY 11957 OF AND 3 x3 x� WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S ° BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCRETE/MA5ONRY SPECIFICATIONS. FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS j" DRAWING TITLE: AND AT 5PACIN6 NOT EXCEEDING 4' ON CENTER. 5. NAILING OF ROOFING SHALL BE TO CODE. GENERAL NOTES 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE � CODES AND REFERENCE STANDARD: PERMITTED ENERGY TABLE 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 T PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR I STRUCTURAL DESIGN CHARTS NEW YORK STATE: PROPERTY MAINTENANCE (;ODE, AND 2020 NEW YORK 2:12 PITCHES TO 4:12 PITCHES STATE ENERGY CONSERVATION CONSTRUCTION GODS. 5. ASPHALT 5HINGLE5 SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF THE SEALANT TO UPLIFT FORGES U51N6 A57M D 6351. WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME PAGE: CONSTRUCTION MANUAL BY THE AMERIGAN FOREST $ PAPER ASSOCIATION INSULATION (AFBPA) AMERIGAN WOOD COUNCIL (AWG). I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED FIBEROLAS5 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE FOIL TO BE PLACED TOWARD WARM SIDE. G-002mOO PLUMBING CODE. 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALLS FROM 6" BELOW GRADE TO 24" BELOW &RAVE IF DESIRED BY / MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS GODS. CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE FOUNDATION WATERPROOFING. 5. ALL ELECTRICAL WORK SHALL CONFORM 'TO 2011 NATIONAL ELECTRIC DATE: 8/07/25 2 OF 10 CODE, NFPA 70 AND 2020 NEW YORK STATE: ENERGY CONSERVATION 5. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: ° ° ° CONSTRUCTION CODE. - Q" R-30 FOR FLAT GEILIN65 - 5.25" R-50C FOR VAULTED AND CATHEDRAL GEILIN65 ELECTRICAL: - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION TO 2017 NATIONAL ELECTRIC GORE, NFPA 70 AND 2020 NEW YORK STATE - 5.25" R-21 FOR FLOORS ENERGY CONSERVATION CONSTRUCTION CODE. ,. .. I. CREATE WINDOW OPENING 2. APPLY WATER-RESISTIVE BARRIER; 3. APPLY SILL FLASHING AND 4. INSTALL WINDOW AND APPLY 5. APPLY HEAD FLA5HIN6 6. FOLD WATER-RESISTIVE BARRIEER I 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON GUT MODIFIED AND WRAP AROUND SILL WINDOW SEALANT JAMB FLA5HIN6 DOWN AND TAPE OVER GUTS i COMPLETION OF WORK. AND SIDES OF WINDOW OPENING 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: - GENERALLY,VERIFY OR PROVIDE HARD WIRED SMOKE DETECTOR5 w/BATTERY BACK-UP IN: A. EACH SLEEPING ROOM B. OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF hIATER-RE515T 1 VE 5ARR I ER N I N,DOkq A5H I NO EXTER I O THE BEDROOMS (GENERALLY THE HALLWAY) X � ( R DOORS FROM l�l I NDOI�I M�NU��GTURER) 10 002.0 C. EVERY LEVEL OF DWELLING SCALE: NT5 (BASEMENT, FIR57 FLOOR, 4 SECOND FLOOR, ETGJ 0 I ` ERAJA= SN�r " 150L <E",�r _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT a WOOD FRAME (L.G. STL. WHEN APPLICABLE) U Q EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL � W cc O STL. WHEN APPLICABLE) SEE S f=LANS FOR F Of=OSEE�) FOU ` E�A71 ON AI ` E FOJNE�)AT OI `l L;)EI " 10 f=LA ` S U J M MIN. (2) 2"x4" STRUCTURAL NEW I-HR FIRE RATED ® P05T FOR 4" WALLS e WOOD FRAME (L.G. STL. (MIN. (2) 2"x6" STRUCTURAL � C � WHEN APPLICABLE) POST FOR IllWALLS), U.O.N. QZ O NEW 2-HR FIRE RATED ^ O WOOD FRAME (L.G. STL. O NEW PLUMBING WALL z WHEN APPLICABLE) W a `= � �i Z .Cu X N i EXISTINO PLATFORM AND O ENCLOSURE FOR A/C 0 O CONDENSER TO REMAIN A-202 Z O m A-202 N DEMOLITION NOTE: D.I Cu c O c D.I PROVIDE SHORING Z AND SUPPORT TO ALL AFFECTED W Q 0 d G O STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT F-----------=====T,, OF ANY DEMOLITION OR CONSTRUCTION. EXIST. REMOVE EXIST. OUTDOOR FIXTURES, DOOR 8 WALL / ;II y=__---------- C 5HOWER AT EXIST. I Ca ~ LO [BATHROOM G L I ,I EXIST. , III n , k" ---------/ _ BELOW I REMOVE EXIST. WINDOW Q SHOWER AS SHOWN I -- I I'I j I I ------------ ---------------------- ----------- V I I I i \ �� III 11I I i i IiIIlI IiI I I ' _EXIST. r _--------------------------I I BATHROOM ----------------------------------------------------------------------- I QJ w Z L--_______-_- ZEXIST. STOOP Z w TU Aj L____ I EXIST. STOOP BELOW a W W � j I I , I III I I I Z�l ZWWZ r� � � ■ ■ ■ 11� _J�-7- -7-� REMOVE EXISTING DOORS. I1------------------ I EXIST. �"' V Q II REMOVE EXISTING STEPS, RAIL 8 WALL REPAIR WALL TO NEW DIMENSIONS Q �� FOR NEW DOORS. UNS AGED C W W + IIIL ===J1 EXIST. II I T TI LAUNDRY 1� REMOVE EXISTING WINDOW 4 I III II ROOM I ` � LAUNDRY MACHINESr-----J�� - ------- =-- ----------------`------ - --I F- 0 Z I'11 uJ Z W _ EXISTING EXTERIOR WALLS TO BE REMOVED I I ---- 1 J JI- _--- REMOVE EXISTING GIRDER $ COLUMNS 111 ROOF B CEILING FRAMING TO BE REMOVED Q U W ------ --- REFER TO STRUCTURAL DRAWINGS FOR EXISTING EXTERIOR WALL TO BE REMOVED I = m TEMPORARY BRACING $ NEW FRAMING II ROOF 8 CEILING FRAMING TO BE I III AND REPLACED W/ NEW STRUCTURE ~ (/) FOR PROPOSED BEDROOM. U U REMOVED 8 REPLACED W/ I I II I I II I � U n�1/ L EXISTING CONCRETE SLAB TO REMAIN STRUCTURE FOR W W NEW ROOF DECK. III H W REMOVE EXISTING DOORS EXIST. _ Z Lf U � aLo 8 PARTITION WALLS GARAGE U Z II II I I I I i ' I II REMOVE EXIST, WINDOWS III REMOVE EXISTING WINDOWS Q N W rl III _ REMOVE EXIST. WINDOWS I I II I I 1 1 I I I II - REMOVE EXISTING EXISTING FLOOR FRAMING TO REMAIN ----__-4 ______________ I STAIRCASES I I III r---------1--1_T_-r_r-1- EXIST. II I III BEDROOM r-- -T-r----�-T- --� REMOVE EXISTING II 1 STAIRCASES PROPOSED J-1-L- -------------- I PROPOSED ---- - ------ - -- ��/ REMOVE \ i� � _T T_ r �- EXISTING TO REMAIN I I I I I I I I I I I EXISTING TO REMAIN i (NO WORK) ---- ____i_L _I_ �_L_L_ITL -�-1 _ i I ___ ___ REMOVE EXIS". DOOR, WINDOW ice\ \� / EXISTINO \ �� I I\ --- T-T--T-T-T-T--�-T-1 -IT -- ? 7' 1 _ _-__-_ ,- NO WORK 8 SECTION OF WALL _� \ I i D wN I__-�--_ i COORDINATE WITH REQUIREMENTS �i � REMOVE EXIST. Dock` FOR NEW WORK L-- - �--r� r�� SECTION OF WALL I --- --- --- - -� -� 1 EXIST. REMOVE EXISTING 1ST FL. WALL $ ROOFr-�� -� HALLWAY BOOKCASE J EXPANSION EXIST NG VED TO OGOVERED ----------------- `---------- --------� i PROPOSED \� - J --- PORCH. -- --- ------------; " I EXISTING TO REMAIN _- PROPOSED-------------- I (NO WORK) EXISTING TO REMAIN i (NO WORK) D 4 N 0 = D EXIST. LIVING V Q w ROOM I � �I NO WORK NO WORK EXIST. U PRESERVE AND PROTECT PRESERVE AND PROTECT BEDROOM > EXISTING/ADJACENT EXISTING/ADJACENT ; EXIST, f u DWELLING EXIST, DWELLING BEDROOM r----------------7 COVERED i PORCH EXIST, HALLWAY w NO WORK NO WORK Q PRESERVE AND PROTECT PRESERVE AND PROTECT a EXISTING/ADJACENT CHIMNEY EXISTING/ADJACENT DWELLING DWELLING EXIST. EXISTING EXISTING PROJECT: © -O ROOF BELOW CPORCHD ----- CJ-- (U) ------'--, ROOF BELOW C C_ --- EXIST. ' 2440 I DEN EXIST. \ REMOVE I KITCHEN / \ EXIST. TUBff III TUB WALL III I I ---- -J I ' ' T 2440 VILLAGE LANE I , I , -] REMOVE EXST LAV ORIENT, NY 11957 I \ II _JI EXIST. � BATHROOM DRAWING TITLE: �------------------ --CABINET --_ --_-- ---------------------------Er _ ' PROPOSED DEMOLITION PLANS g III EXIST. DINING U L_______________J ---- III III , ---------------1 H ROOM III III uL_-------------- - r-IJ-L I r-y EX571N6 J --------------t PAGE: --------------L - ROOF BELOW �______________ _ r---------------� -------------- --J I I A-101m00 EXIST. I I I I I I I I I I UTILITIES II Lj I I I I I I I I I I EXIST. �--------------------------------------------------� �--------------------------- I EXIST. OOP I DATE: 8/07/25 3 OF 10 GEL AR I, I I IIII I I I I III I I DOOR I I III I I I III I I I I III I I III I I I I I III I I I I I III I I I I11 I I I I 1 Ifi L---- ____J i I I 14� I 1 II, Li r_-__--_---J ., I II • A mod__--_ �51 A-201 PROPOSED FIRST FLOOR I7EMOL I T I ON FLAN PROPOSED SECOND FLOOR DEMOL 1 T I ON FLAN r SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-O" . I (5EN /L 5'*%r��50L <E)" : EXISTING TO BE DEMOLISHED F- �--1 TIAL HEI5HT WOOD FRRAME (L.G 5TL Q EXISTING TO REMAIN WHEN APPLICABLE) W p W NEW WOOD FRAME (L.G. NEW FOUNDATION WALL W cu D I� STL. WHEN APPLICABLE;) Vco NEW 1-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL �I a N e „ WOOD FRAME (L.G. STL. a POST FOR 4 WALLS Z WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR b" WALLS), U.O.N. Q O NEW 2-HR FIRE RATED -J C9 WOOD FRAME (L.C. STL. Q NEW PLUMBING WALL Z p WHEN APPLICABLE) LLu 0- Lo i 0 O O .� CV o Z p m z FLOOR PLAN NOTES A D 2 Z Q � a � O DOOR NOTE: NEW LAUNDRY LOCATION: LLJ lO I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON O I. NEW WASH /DRY HOOK UP 14'-10" 6'-O" 3'-�2" PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. B DOOR DIM.'s w/51ZE 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON OF EQUIP. tt PLANS BY 'ANDERSEN A-5ER.IE5 (STORMWATCH)' (OR 5. PROVIDE HOOK UPS AS REG S PER MANU. Q N EQUAL). EXIST. Lo Lo 5.SUBMIT MANUFACTURER'S SHOP DRAWING FOR FINAL REVIEW BY ARCHITECT DRYER EXHAUST NOTE: 5HONER A.G. a' 4.NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED; I. DUCT SHALL TERMINATE TO EXTERIOR UNIT Q T-i SEE DE516NATIONS d DOOR SCHEDULE. 2.DUCT SHALL TERMINATE MIN. 5'-0" FROM ANY rq C..0 �- 5. PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS, OP 65 106 W >' Q. U.O.N. 5. DUCT 51ZE AS PER MANU. -_ ___ _ ____ _ _ __ _ _ -- --- 6.INSTALL AS PER MANU SPEG.'s 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER - LU I�-�I LU Z Z '7. PROVIDE (2) 2"xIO" HDR., U.O.N. 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 10'-O" IB'-4y2" ..�..J 70 CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO - --- Q _-- - 5 8 10 Q Z CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM r , OSTAIR 8 RAILING NOTE: Z SHALL BE LIMITED TO SINGLE LENGTHS NOT TO EX EXIST. rn V �..J •- 2 1. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI 3 MIN. 10" EXCEED 5 FEET AND SHALL BE LISTED AND LABELED EXIST. BATHROOM i Q W W Tr - RISERS SHALL BE CLOSED IN ACCORDANCE WITH UL 2155A. STOOP 50 5.F. A d * Z m W 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D ! / W Z NOT EXCEED THE SMALLEST' BY MORE THAN ". METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS L- - -- 0 4� 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-8". RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST EXIST. ( 105 ,/> W Z a • 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL !� C 4.1. BETWEEN CLEAR HEIGHT 8 HANDRAIL5: 56" MIN. SCREWS pp 1� CQ UJ W 4.2. BELOW HANDRAIL, RAJL ON ONE 51ME: 51.5" MIN. -i. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 12'-by2" 5 C T�'Q/ c = Z 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 21 MIN. LOCATION TO THE WALL OR ROOF TERMINATION. THE 77011 rA-5011 5 ONE SIDE OF EACHRAILS SHALL FLI&HT\OF STAIRS IPED ON NOT CONTA NIV6 FOUR FEET FOR EA CF45 BEND AND 5 THE DUCT LEET FFOR EACH a0° 1-� 6 BE REDUCED 2.5 '-4y2„ P Q 1-I W O � EXIST. /�i• x OR MORE RISERS, AND WHERE SHOWN ON PLANS. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES �J `�I 0 GARAGE ,o ~ 0 z �• 6. 6UARDRAIL5 SHALL BE PROVIDED FOR OPEN-SIDED NOT INCLUDE THE TRANSITION DUCT. = 9/ W W WALKING SURFACES LOCATED MORE THAN 50" ABOVE 1 Q_ O W . FINISHED FLOOR OR GRADE:, d WHERE SHOWN ON PLANS. Q L) "I. 56" H16H GUARDRAIL 4 SPINDLE SPACING NOT TO EXISTING CONCRETE SLAB REMAIN ALLOW PA55AGE OF A 4" 0 SPHERE;56" HIGH O RESERVED `ry it W HANDRAIL. �� UNCONDITIONED SPACE lo-t W I= W (D b. 6RIPPABLE RAIL AS PER CODE. O CEIL. d WALLS TO BE H pui a Z Q . RAILING TO BE WOOD. NEW PLUMBING FIXTURES: _ SURFACED W/ TYPE X 5/8" GYP. BD. (8 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. TYP. I HR PARTION UL: DESIGN U 505 = o Lo SMOKE DETECTOR / GO DETECTOR NOTES: SEE AL50 PLUMBING GENERAL NOTES ON PAGE 6-002. AT EXIST. C� C� Lo O I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT BEDROOM CO z r-- SMOKE /CARBON MONOXIDE COMBINATION DETECTOR NEW FLOOR: Q CN W ri _ 2 HARD WIRED TO EACH OTHER W/ BATTERY BACKUP. O 1. NEW J" PLYWOOD SUBFLOOR BENEATH (CLUE S SCREW); 2.INTERCONNECTION BETWEEN NEW 8 EXISTING DEVICES SCREW PERIMETER OF SHEATHING 6" O.G. 8 12" O.G. ® SHALL NOT BE REOUIRED WHI=RE EXISTING ALARMS INTERIOR. a ARE NOT INTERCONNECTED, A5 PER NY5 R514.4. 2.NEW FINISHED FLOOR PER H.O. SELECTION 3 5.PROVIDE SMOKE/GO DETECTORS AS INDICATED,AND 5 PER GENERAL ELEOMCAL NOTES ON PACE 6-002. A NEW TILE FLOOR: -- m FAUX 4. SMOKE / CO DETECTORS TO MAINTAIN 3 MIN. I. NEW TILE FINISH (H.O. TO SELECT) UPON in 10 II 2 \ MAN DOOR O 4 SM/GO I�� q 5 8 10 0 �! HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS 2.1 #" MUD GOD SET (LEVELED PROPERLY) UPON � : - �' I ItOPENIN55 TO BATHROOMS W SHOWER OR TUB. ---- ------------ ----.-� 5. INSTALL ALL AS PER MANU. 5PEG.'s B.NEW DUROGK GEMENTBOARD (OR EQUAL) UPON x in PROP. � PROP. PROP D�NEN SIT II CASE If b.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); Q _ EDU _ IN COMPLIANCE WITH LOCAL CODE SCREW PERIMETER OF 5HEATHIN6 6" O.G. 8 12" O.G. ® a'-4y2" P :�PWDR. Q GL. WINDOW NOTE: _ I 5 o B v M. PROPOSED INTERIOR. 2'-I" 5'-4" m RM n1 a S.F. UP f3 R 5. I 6 O O O 102 O 2 iLOOR f 4 I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN NEW GUTTER loa I'-II 104 �s.F. 3'-5'�T I A-SERIES (STORM WATCH) CASEMENT, DOUBLE-HUNG, OR I I P I6�5.T ------------------- ---------- SEE SPECIFICATIONS AT ELEVATION NOTES. PITCH CUTTER --- -- - -- ------ EXISTING TO REMAIN GLIDING (AS NOTED). INSTALL AS PER MANU. SPEC.'S. TOWARD LEADER ON EITHER SIDE. A-Sol 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; - - - (NO WORK) _ 2 SEE DESIGNATIONS b WINDOW SCHEDULE. -3 SCREEN 5. FOR SUBSTITUTIONS, SEE NOTE #a IN "CLA55 WINDOWS 12 NEW LEADER DOOR - SEE SPECIFICATIONS AT ELEVATION NOTES GYP. BD. TO 6 N AND DOORS' ON PAGE 6-002• 101 QQ EX15T. COVER EXPOSED ' I X 4.ALL CASEMENT WINDOW5 TO HAVE STRAIGHT ARM HINGE. SM/GO 5 HALLWAY PORTION OF tt I w 1 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 6.IN GENERAL, TEMP. 6L. SHALT_ BE PROVIDED: EXTEND EXIST. STAIR W/ IN GL.COVERED PORCH � I I II 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF 1 0 _ - SWIN6ING, SLIDIN6, ItBIFOLD DOORS } TO ALIGN W/ EXIST. 6.2. WITHIN 16" OF F.F. I PROPOSED FACADE. _ L TH15 HATCH INDICATES EXISTING AREAS TO REMAIN --------- --------- -------- 6.5. WITHIN 24" OF A DOOR EXISTING TO REMAIN 6.4. WITHIN STAIRWAYS 4 WITHIN 56" OF A LANDING J (NO WORK) 6.5. WITHIN TUB/SHOWER ENCLOSURES 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 1. SEE PAGE 6-002 FOR FRAMING ELEMENTS AROUND X : WINDOWS (TYP. FOR ALL) U.O.N. 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER NY5 R512.2 FOR OPERABLE WINDOW5 WITH SILL HEIC7HT5 > LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN-72" - ABOVE GRADE OR THE ADJACENT SURFACE AT THE I �' <(o d w BUILDING EXTERIOR. MODIFIED 2 X LIVING ROOM v i EGRESS NOTE: IN COMPLIANCE WITH NEW YORK: STATE BUILDIN6 I NO WORK � CODE, SECTION R510.2.1;THE FOLLOWING MEANS OF REPAIR, RESTORE, AND - ------ --- ---- E6RES5 SHALL BE FOLLOWED: MATCH EXISTING (SHADED) COVERED 1 ADJACENT SURFACES. w i NET CLEAR OPENINO........... 5.'I S.F. NET CLEAR WNET CLEAR �DT MINIMUM PORCH .............. 20' MINIMUM NO WORK. FIREPLACE I p X REPAIR, RESTORE, AND PROJECT: B TYPICAL BATHROOM NOTE: I I O I. WALL OARD I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN MATCH EXISTING (SHADED) ALL BATHROOMS ADJACENT SURFACES. EXIST. 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND JJ COVERED - 244"O TUB SURROUNDS ------- __ --_ 2. SHOWER FLOORS PORCH /~ , ___ '�! )i _`% - -- T_! 2.1. NEW TILE FINISFf (H.O. TO SELECT) UPON __ EXIST. 2.2. CONCRETE MUD-SET (SLOPE 1/8" PER FOOT j / ;I DEN TOWARDS DRAIN) UPON EXIST. 2.5. WATER PROOF MEMBR4NE TO COVER SHOWER FLOOR, WRAP DRAIN 6 ATLEAST W' UP WALLS' KITCHEN X 2440 VILLAGE LANE ORIENT, NY 11957 DRAWING TITLE: „ PROPOSED FIRST FLOOR PLAN _ j I ---o --- - - x o ----- III PAGE: EXIST. DINING 1---- ----�-- ROOM I -- -- -� X A-I(m) ■ 0 0 EXIST. UTILITIES DATE: 8/14/25 4 OF 10 --- ---- - --- X15T. EXIST. X X STOOP.' CELLAR / N DOOR w y 1 E E V E REPAIR, RESTORE, AND MATCH EXISTING (SHADED) ADJACENT SURFACES. PROPOSED FIRST FLOOD' PLAN SCALE: 1/4" = P-O" EXISTING TO BE DF-MOL15HED NEW PARTIAL HEIGHT �� (n WOOD FRAME (L.6. STL. f'- Q EXISTING TO REMAIN WHEN APPLICABLE) I\ W p OI NEN STL. HOOD DA FRAME (LLE) NEW FOUNDATION WALL U J cu m Q NEW I-HR FIRE RATED / MIN. (2) 2"x4" STRUCTURAL E Lo WOOD FRAME (L.6. STL. POST FOR 4 WALLS Q O WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL Z _ P05T FOR 6" WALLS), U.O.N. Q - _0 } 0 NEW 2-HR FIRE RATED r L WOOD FRAME (L.G. STL„ Q NEW PLUMBING WALL \i 1..1- WHEN APPLICABLE) O O C (V z i w a �cz r- CO p O i m Z 0 m 4 rLOOR PLAN NOTES A-202 N 4 Q -J N O4-1 Ln � Z � � DOOR NOTE: NEW LAUNDRY LOCATION: W Q a (5 OI I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON O I. NEW WASH / DRY HOOK UP PLANS BY QELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. 4 DOOR DIM.'s w/ 51ZE 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON OF EQUIP. PLANS BY 'ANDERSEN A-SERIES (STORMWATGH)' (OR 3.PROVIDE HOOK UPS AS REO'S PER MANU. Q N EQUAL). q'-b" 5'-'I" q,_6,� Lo 3.5USMIT MANUFACTURERS SHOP DRAVIINO FOR FINAL REVIEW BY ARCHITECT DRYER EXHAUST NOTE: B B 4 Q 4.NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED; I. DUCT SHALL TERMINATE TO EXTERIOR /� SEE DE516NATION5 4 DOOR SCHEDULE. 2.DUCT SHALL TERMINATE MIN. 3'-O" FROM ANY �'�1 rI C5 5. PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS, OPENINGS U.O.N. 3.DUCT SIZE AS PER MANU. r=====-======-========== -- --- W >. 6.INSTALL AS PER MANU SPEC.'s 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER __ ___ _ _ _____ _ OF SLOP _____ _____ ___ ____ _ LLI Z '1. PROVIDE (2) 2'xl0 HDR., U.O.N. CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO --T- -� LINE OF FLAT CEILING in ...I Z 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN EXISTING FIRST '� FLOOR STOOP ------- - --------------------- ' w ~ Z CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM ; I I' - ---- I- �r a OSTAIR 4 RAILING NOTE: SHALL BE LIMITED TO SINGLE LENGTHS NOT TO BELOW LINE OF SOFFIT ry Q Z V U •- I. ALL NEW STAIRS SHALL HAVE MAX. &-1/4" RI 4 MIN. 10" EXCEED & FEET AND SHALL BE LISTED AND LABELED I Q W W = Tr - RISERS SHALL BE CLOSED IN ACCORDANCE WITH UL 2155A. q Z W H 2. GREATEST RISER HEIGHT IN A FLIGHT OF 5TAIR5 SHALL 6.EXHAUST DUCTS SHALL BE MIN 0.0I6" THK RI61D 206 uj NOT EXCEED THE SMALLEST BY MORE THAN �". METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS � � 0 Z 3. HEADROOM IN STAIRWAYS SHALL BE: AT LEAST b'-8". RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST HdC WATER FOR SHOWER ~ 0 Q • 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL �I '_i I W Z 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 56" MIN. REyyS 8-II PROP. r' 4 CQ W W 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5 MIN. 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER I I ! I _ WALK-IN G 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2"1" MIN. LOCATION TO THE WALL OR ROOF TERMINATION. THE A-301 I = is Z GL. A-103 5. HANDRAIL5 SHALL BE PROVIDED ON NOT LESS THAN MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 I_1 ; O m 55 S.P. I-I W 0 O V ONE SIDE OF EACH FL16HT OF STAIRS CONTAINING FOUR FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° f OR MORE RISERS, AND WHERE SHOWN ON PLANS. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES i j I j j K B I"• 0 Z 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED NOT INCLUDE THE TRANSITION DUCT. ! f j i O W W WALKING SURFACES LOCATED MORE: THAN 50" ABOVE O� Q U /r FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. I I 1203 BEDROOM 20"1 [D = 0 m \L • 1. 36" HIGH GUARDRAIL 4 5PINDLE 5PACIN5 NOT TO - ALLOW PA55A6E OF A 4" m SPHERE:;56" HIGH O RESERVED NEW PERIMETER ` I ; i - -i� � sIb S.F. m O HANDRAIL. GUARD RAIL + SCREEN _ _ \\ 5 8 to O - cv W x W _ 5. 6RIPPA5LE RAIL AS PER CODE. j �- 0 W q. RAILING TO BE WOOD. NEW PLUMBING FIXTURES: G DOOR q m __ PROPOSED K Z Q O8 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. i �' _ BATHROOM(B) _ Lo t-m SMOKE DETECTOR / GO DETECTOR. NOTES: SEE AL50 PLUMBING GENERAL NOTES ON PAGE 6-002. O - O O3 ry -ry / 64 S.P. (� V 0 Lo I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT r i PROPOSED�i! " �O (� Z �. SMOKE /CARBON MONOXIDE COMBINATION DETECTOR NEW FLOOR: I DECK ry; 202 3 N J 4 Q CV W r q „ - HARD WIRED TO EACH OTHER w/ BATTERY BACKUP, O I. NEW PLYWOOD 5UBFLOOR BENEATH (GLUE 4 5GREW); { I 160 S.F.E � 2 ARE NOT SHALL TNTERGO BE ONNEGETED,}AS PER NY5 R314.4RM5 DEVICES SCREW PERIMETER OF SHEATHING b" O.G. 4 12" O.G. _ � SCREEN • `---'--- INTERIOR. I 5M/GO 2.NEW FINISHED FLOOR PER H.O. SELECTION i ! DOOR I _ 3. PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND f ! -� � E. BT HEATIN6IG O I�ENIEW TILE FLOOR: FISH (H.O. TO SELECT) UPON I ; I y u m MAT PER GENERA ELECTRICALON PA6 6-002. 1 4.SMOKE /GO DETECTORS TO MAINTAIN 3 MIN. 10 201 HORIZONTAL SEPARATION FROM 5UPP LY/RETURN DUCTS ? 203Bb-10 2.i " MUDSET(LEVELED PROPERLY) UPON 1 I in 4 OPENINGS TO BATHROOMS w/5H01^IER OR TUB. ! � 5. INSTALL ALL AS PER MANU. 5PEG.s 3.NEW " DUROCK CEMENTBOARD (OR EQUAL) UPON IL b.5MOKE DETECTOR AND CARBON MONOXIDE DETECTOR 4.NEW " PLYWOOD 5UBFLOOR BENEATH (GLUE 4 SCREW);„ ` j • 13) RI ® '1 I SCREW PERIMETER OF 5HEATHIN6 6 O.G. 4 12 O.G. ®IN COMPLIANCE WITH LOCAL GORE ! , INTERIOR. 5M/CO DN I2 fir 2 Q PROPOSED WINDOW NOTE: j1 I ------------- S : i 5'-ly2" 3'-O" f RO OSED NEW STAIRCASE EXISTING TO REMAIN O I. ALL NEW WINDOWS 4 DOORS 5HALL BE ANDERSEN NEW GUTTER I I ? I ! -, NO WORK A-SERIES (STORM WATCH) CASEMENT, DOUBLE-HUNG, OR 11 SEE 5PEGIFICATION5 AT ELEVATION NOTES. PITCH GUTTER ___ -�` ( ) 1 GLIDING (AS NOTED). INSTALL AS PER MANU. SPEC.'S. TOWARD LEADER ON EITHER SIDE. 31-0" -cV PROP. -------- 2. -J NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 2'-1 �_ SEE DESIGNATIONS 4 WINDOW SCHEDULE. NEW LEADER A _31 �2 - LINEN 204 3.FOR 5UB5TITUTION5, 5EE NOTE #q IN "GLA55 WINDOWS 12 2 AND DOORS" 6- O SEE SPECIFICATIONS AT ELEVATION NOTES D ON PAGE 002. 4.ALL CASEMENT WINDOWS TO HAVE STRAI6HT ARM HINGE. X �- _ 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH / u��,^� ® i : 3'-ly2" 11 3y2" r 6.IN 6ENIERAL, TEMP. 6L. SHALL BE PROVIDED. EXTEND EXIST. Ary / --- ----G� I m -- -3-- -----------� ( -- - SWINGING, SLIDING, 4 BIFOLD DOORS O D D 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF # 6.2. WITHIN IS' OF F.F. I PROPOSED ____ _ _ __ ---- THI5 HATCH INDICATES EXISTING AREAS TO REMAIN -------------------- • 6.3. WITHIN 24" OF A DOOR X � SM/GO X 6.4. WITHIN 5TAIRWAY5 4 WITHIN 36" OF A LANDING I EXISTING TO REMAIN 6.5. WITHIN TUB/SHOWER ENCLOSURES + (NO WORK) \ 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 -1. SEE PAGE 6-002 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N. 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HE16HT5 N DF- LE55 THAN 24" ABOVE F.F., THAT ARE: MORE THAN-72" ry uj Z ABOVE GRADE OR THE ADJACENT SURFACE AT THE d BUILDING EXTERIOR. -- O U EGRESS NOTE: �u IN COMPLIANCE WITH NEW EX15T.YORK STATE BUILDING BEDROOM EXIST. - - --- GORE, SECTION R310.2.1;THE FOLLOWING BEDROOM ----- --- MEANS OF NO WORK. NO WORK. EGRESS SHALL BE FOLLOWED: EXIST. X RESTORE, AND Q REPAIR, , RESTORE W NET CLEAR OPENINe........... 5.'1 S.F. X ! HALLWAY NET CLEAR HEIGHT............... 24" MINIMUM AND MATCH ISTIN6 in CLEAR WIDTH................. 20" MINIMUM EXISTING (SHADED) (SHADED) GHI>�NEY ADJACENT TYPICAL BATHROOM NOTE: ADJACENT OWALL BOARD SURFACES. SURFACES. I. PROJECT: I.I. INSTALL MOISTURE RESISTANT GYPSUM E30ARD IN EXISTING PORCH ROOF EXISTING PORCH ALL BATHROOMS n 0 1.2. INSTALL CONCRETE BOARD IN ALL 5HOW BELOW ROOF BELOW ERS AND L TUB SURROUNDS 2. SHOWER FLOORS 2.1. NEW TILE FIN15H (H.O. TO SELECT) UPON NEN 2.2. CONCRETE MUD-5ET (SLOPE Ile," PER FOOT W TOARD5 DRAIN) UPON / 5HOWERx36" 2.5. WATER PROOF MEMBRANE TO COVER SHOWER \ --- - FLOOR, WRAP DRAIN 4 ATLEAST IS" UP WALLS 2440 VILLAGE LANE 5 8 '° ORIENT, NY 11957 c, -__ EXIST. \�_�- x BATHROOM(C) _ DRAWING TITLE: PROPOSED T ----- SECOND FLOOR PLAN L---- - ------- ---------,- - - -- ---- - ----- --- - EXISTING ROOF PAGE: BELOW L -------------- J ---- - - ---------------J 1H A-103m00 DATE: 8/14/25 5 OF 10 s '- --- -- n A -----------' �v•y �i• I I ;"3 REPAIR, RESTORE, AND MATCH EXI5TIN6 (SHADED) ADJACENT SURFACES. 74, FROFOSF_r�) SECONC1 FLOOR FLAN SCALE: 1/4" = I'-O" i _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT U) WOOD FRAME (L.G. STL. 12 II ell V Q EXISTING TO REMAIN WHEN APPLICABLE) - - - - - - - - - - - - - O Llj NEW WOOD FRAME (L.G. NEW FOUNDATION WALL I - w OO STL. WHEN APPLICABLE) `� co\I I U c� MIN. (2) 2"x4" STRUCTURAL - - ---- - - -- --__ --- --- c N NEW I-HR FIRE RATED © I — Q � •c L.f) WOOD FRAME (L.G. STL. POST FOR 4" WALLS =_ - ----------- - - WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. I =- ---- - -_-- ---- - -- _- - II ' Q = -6 r O NEW 2-HR FIRE RATED __ _ _ _ _ , .-+ m } � WOOD FRAME (L.G. STL. 05 I _ __ __ _ I O O_ CV O NEW PLUMBING WALL + L Z .-- WHEN APPLICABLE) - - ! W �C6 V Ct- - ' Z X D N O O 4-J Z O m Q0 DOOR SCHEDULE — -- - -- --- --- 0 za DOOR I------ MATERIAL FIRE RATING Ii..AP.. � 0 � TAG DESCRIPTION ROOM LOCATION MANUFACTURER I Q � N 45 MIN. RATED NOTES SELF-CLOSING — ILI WIDTH HEIGHT O I -_�_� -- --- - _ I, to I� L� _ - - PROPOSED - -- _--==-- PROPOSED FIRST FLOOR DECK I - - - -�-- ---- .ROOF- -_�_�=-- --:�` - - - - � � � � U � L r STORMWATGH W 0. >: 101 SWING PORCH TO HALL ANDERSEN 5'-O" b'-8" I • _ . • W/SCREEN I ------_ I J - -_--------=-- HALL TO POWDER 102 SWING JELD-WEN ROOM - - --- - - I"' 2I-0 II - - ------ -- - —IF - 103 SWING HALL TO CLOSET JELD-WEN \/IF 6-8 • I� I �-- -- -- - - ----__.---T__ =-- --_ Q W W j 1 104 SWING HALL TO BEDROOM JELD-WEN 2'-6" 6'-8" - '_= --_ --- --= R'�'"�-� -- '- -per --- ---"- PROPOSED 0 - 4J -------------------- EXISTING TO REMAIN Z Q 105 SWING BEDROOM TO JELD-WEN 2'-b" 6'-8" • -IF � • 7_7 BATHROOM A �I (NO WORK) ! Q W W -�- 106 DBL SWING GxRTER�R FANDERSEN 6'-O" 6'-8" • !�j • 5TORMWATGH - _ _ 7 I ---�--- --J Z Q --J NEW FLAT ROOF TO=;=_. (2) 2R8" AN FOLLO AGENT I I W 0 DOO S MULLED TO - ROOF 0 14'-5" 8'-0" GAR I W Z 10-I GARAGE CUSTOM 8'-O" AGE, • • O W /r _ I I \` TOTAL RIGHT TO BE PROPOSED OPERABLE LEFT Q� Q C� W •— , ------ -----------Jl ' • = m - TO BE FAUX EXISTING TO EMAIN I I V (� U) (NO WO K) =--s=== -JI a n` II I W � W _ W 108 SWING ENTRY TO GARAGE JELD-WEN 2'-b" 6'-8" • [� I I f- O W V5 Z o = o _ Lo 1 J BEDROOM TO STORMWATGH 1OqAE SLIDING PORCH AND ER50N 5-4 b-8 • • W/SCREEN I I CD Z � SECOND FLOOR I I Q N W t l go 201 SWING HALL TO BEDROOM JELD-WEN 2'-6" T-0" • �� --- I DECK TO EEDROOM 5TORMWATCH 202 DBL SWING11 (INSWING) ANDERSEN 6-O '1-O • • W/SCREENS NO WORK FLAT 205A FIXED ANDERSEN 5'-O" �'-O" • �� STORMWATGH ROOF TO 1LLI-IL --mil 203E FIXED ANDERSEN 3'-O" 7'-O" STORMWATGH REMAIN EXIST. EXIST. 204 SWING HALL TO LINEN JELD-WEN I'-6" 7'-O" -1 ROOF TO I ROOF TO �' I REMAIN REMAIN 205 RE5ER\/ED 206 SWING BEDROOM WALK-IN CLOS5 ET JELD-WEN 2'-8" 7'-0" NO WORK 207 SWING ] BATHROOM B CLOSET TO JELD-WEN 2'-8" 7'-O" 1 • �! I� . � I I I I I I I I I I WINDOW CHART Z I � 0 U EGRESS CLEAR LIGHT VENT ROUGH OPENING WINDOW DIMENSION OPENING PRO\/. PRO\/. TAG COUNT TYPE MODEL # HEIGHT EO'I 0" TEMP. (S F) (S F) i j III I I I WIDTH REOD: 20' PER UNIT PER UNIT LJL-'-------------; Li I III Q -------------- o FOPEN REO'D: 5.1 S.P. I I I �_______________„ „I �I�JI �I_IJI EXIST. ---------------�LH7 WIDTH HEIGHT DT GHT I ROOF TO - - - I PROJECT: - L__i______________J__J A 4 DOUBLE-HUNG ADH5048 (STORMWATGH) 5'-0" 4'-&" 2'-114" 4'-74" IF F 1.06 5.16 REMAIN B 5 DOUBLE-HUNG ADH2844 (STORMWATGH) 2'-8" 4'-4" 2'-74" 4'-3 " 7.11 4.12 2440 C F- BT I DOU—IFBLE-HUNG ADH2844 (STORMWATGH) 2'-8" 4'-4" 2'-74" 4'-5�" 7.11 4.12 -- -------- ---------- -- ' I I I III I I I III I I I I I I I I I III I I I III 2440 VILLAGE LANE I I III ORIENT, NY 11957 III I I I I I I I I I I I I I I lii II II --------- --------I-__---- DRAWING TITLE: I" I I ------------- PROPOSED ROOF PLAN PROPOSED WINDOW AND DOOR SCHED. PAGE: A_I.o 4. 00 DATE: 8/07/25 6 OF 10 PROPOSED ROOF PLAN SCALE: 1/4" = I'-O" i PORTION TO I EXISTING BE REMOVED I TO REMAIN ELEVATION NOTES I � a OI HATCHED AREAS INDICATE NE A WORK (TYP.) Lu OPROVIDE CONGEALED FLA5HIN& AT ALL ROOF ---- / \\ / \ / - \ ~ 0 INTERFACES. - _- _ V Lu TWO EXISTING 3 O TYPICAL ROOFING: DORMERS ON NORTH ELEVATION TO BE REMOVED i � Q a_+ N I. SEE NOTE AT BUILDING SECTION FOR MINIMUM NO WORK Q CONSTRUCTION STANDARDS Z 2. NEW WHITE DUROLAST EPDM ROOF MEMBRANE TYPICAL 51MINO: i O4 I. SEE NOTE AT BUILDING SECTION FOR MINIMUM ,LE-1 O C N z O IE� . I CONSTRUCTION STANDARDS w a 2. PROVIDE AND INSTALL CEDAR SHINGLES AT MANDSARD --- -- - - � - - -- - - - - -- - -- - - --- -- _ - --- >, SLOPINS ROOF TO MATCH EXISTING HOUSE IN MATERIAL, REMOVE EXISTING CEILING FRAMING, SIZE, DECORATIVE DESIGN DETAIL, SHAPE, FINISH AND ROOF STRUCTURE d DORMERS O Q N LAYOUT Z O5 NEW SEAMLE55 GUTTERS 8 DOWNSPOUTS; (TYP.) ROOF 4 CEILING FRAMING TO - - Z N a O O BE REMOVED 8 REPLACED W/ W a O STRUCTURE FOR NEW ROOF DECK REMOVE ONEW LATTICE TO MATCH EX5TIN5 EXTEND EXISTING PORCH PER PLAN AND n , O MATCH EXI5TINO CONSTRUCTION DETAILS AT a (3) DECK FRAMING, ROOF FRAMING, FASCIA, Q RAILINGS, AND FACADE MATERIALS AND REMOVE REMOVE . Q Li EXTERIOR SOFFIT w >: a }: � PROVIDE AND INSTALL HORIZONTAL CEDAR W Z J Z C'3 O -,��BOARDS TO MATCH EXISTING IN FINISH. PAINT _ TO MATCH EXISTING HOUSE. Z aZwC.) U . — OPROVIDE AND INSTALL 5'-0" H1,07H HANDRAIL. CEDAR ;" SQUARE BALLUSTERS AND 5" TOP Z L11 ~ U RAILING O Z 1 , M z Q 1 1 1 to FACIA/SOFFIT/WOOD TRIM OVER NEW DOORS I W W Q -�- NEW WOOD TRIM AND DECORATIVE PEDIMENTS I Z Q II AT AREAS OF NEW WORK TO 'MATCH EXISTING V) O O U HOUSE WINDOWS IN MATERIAL AND DETAIL. Lu REMOVE EXISTING FIRST FLOOR WALL d O Z � L ROOF TO ACCOMMODATE EXPANSION OF W W E`rEBRON EXTENSION O W/ WOOD FACIA AND OVER SARA5E CEDAR ROOF 5 I OLF-5 ( EXISTING COVERED PORCH = U W !^ 12 DEMO l�IEST ELE�IATION (REAR) a PROVIDE AND INSTALL REPLACEMWNT V () nn \\ 13 ARCHITECTURAL DENTAL DETAILS TO MATCH SCALE: 1/8" = 1'—O" W m W W EXISTING HOUSE IN DIMENSION ~ O Z � 0 V � (5Lo � cflt•. PROPOSED I EXISTING Q N Z W t'I THIS HATCH INDICATES EXISTING AREAS TO REMAIN TO REMAIN I 2 3 10 ! a� NO WORK J�I 4 - - q' 2 A) 202 20 B - I � i n i C L � X EXIST. IOI X w 707 O O O r - - - O �21 >>V .F. L_LLLLLL _L-LLLLL w 8 L LLLLL.. ( _ 6 7 I MATCH EXISTING RAILINGS, DETAILS, MATERIALS FOR NEW PORCH EXTENSION. X PROJECT: A PROP05ED NE57' ELEVATION (REAR) 2440 SCALE: 1/4" = 1'-0" I PORTION TO I EXISTING PROPOSED I EXISTING BE REMOVED I TO REMAIN I TO REMAIN 2440 VILLAGE LANE I ORIENT, NY 11957 DRAWING TITLE: I I - PROPOSED EXTERIOR ELEVATIONS NO WORK I PROPOSED EXTERIOR DEMOLITION I NO WORK ELEVATIONS REMOVE EXISTING FIRST FLOOR WALL d I - LL- ROOF TO ACCOMMODATE EXPANSION __--__- _ -__- - _ _ _ _ __ ___- q OF EXI5TINO COVERED PORCH - - - -- ----- - -- - ---" _ -- PAGE: 3 2 I REMOVE ROOF AND CEILING- - -201. 00 FRAMING 4 REPLACE W/STRUCTURE FOR NEW ROOF DECK SEE STRUCTURAL DRAWINGS I E:1 DATE: 8/07/25 7 OF 10 R 4 II REMOVE EXISTING DOORS E3 9 n i F.' I I wrn DEMO NORTH ELEVATION (fib I O HT 51 DE) E3 FROF05ED NORTH ELEVATION (R I O HT SIDE) ° SCALE: I/8" = I'-O" SCALE: 1/4" = I'-O" i EXISTING I PORTION TO ELE\/ATION NOTES TO REMAIN I BE REMOVED OI HATCHED AREAS INDICATE NEW WORK (TY`FQ ~ Q TWO EXISTING U _ DORMERS ON NORTH W PROVIDE CONGEALED FLASHING AT ALL ROOF -- ELEVATION TO BE REMOVED F_ W O INTERFACES. _ _ = J Cp V Cy) O3 PAL ROOFING: NO WORK a Q � TYIC � I. SEE NOTE AT BUILDING SECTION FOR MINIMUM � O CONSTRUCTION STANDARDS 2. NEW DUROLAST EPPM ROOF MEMBRANE Z W W O a — ^ . O OTYPICAL SIDING: L Z W_ I. SEE NOTE AT BUILDING SECTION FOR MINIMUM 1 O O CV O CONSTRUCTION STANDARDS uj Lo 2. PROVIDE AND INSTALL CEDAR SHINGLES AT MANDSARD Z cu T U �— SLOPIN6 ROOF TO MATCH EXISTING HOUSE IN MATERIAL, 2 X CV SIZE, DECORATIVE DES16N DETAIL, SHAPE, FINISH AND O O a-+ I LAYOUT Z _c O m �� C� - - - - -- • a--+ REMOVE EXISTING CEILING a c: 0 O O O5 NEW SEAMLESS GUTTERS $ DOWNSPOUTS; (TYP) FRAMING, ROOF Z Q 0 d O - STRUCTURE, B DORMERS W REMOVE ONEW LATTICE TO MATCH EXSTIN6 a � N EXTEND EXISTING PORCH PER PLAN AND Lo Lo 1 O MATCH EXISTING CONSTRUCTION DETAILS AT (L � 0) co DECK FRAMING, ROOF FRAMING, FASCIA, RAILINGS, AND FACADE MATERIALS AND I rI („) L . RE VE RE V 0 EXTERIOR SOFFIT V/ E PROVIDE AND INSTALL HORIZONTAL CEDAR _ t_ - Lu Z Z 8 BOARDS TO MATCH EXISTING IN FINISH. PAINT REMOVE EXISTING O TO MATCH EXISTING HOUSE. �I El ❑ ❑ ❑ ❑ ❑ ❑ El GARAGE DOOR5 Q F•-. Z . � L cr �.j 0 PROVIDE AND INSTALL 5'-0" HIGH HANDRAIL. a W W O CEDAR I " SQUARE BALLUSTERS AND 5" TOP ❑ ❑ ❑ ❑ ❑ ❑ ❑ Z - W n , RAILING LEI O Z W � 1 , W --- E17 [77 r w Z to FACIA/SOFFIT/W D El ❑ ❑ ❑ a OO TRIM OVER NEW DOORS I a W W � � -}- NEW WOOD TRIM AND DECORATIVE PEDIMEN75 I Z c II AT AREAS OF NEW WORK TO MATCH EXISTING o DEMO EAST ELEVA71 ON (FRONT) o o U HOUSE WINDOWS IN MATERIAL AND DETAIL. W EYEBROW EXTENSION OVER. GARAGE DOORS, SCALE: I/8" = I'-oil W Z W T'�1 12 W/ WOOD FACIA AND CEDAR ROOF SHINGLES _ W ^ PROVIDE AND INSTALL REPLAGEMWNT m fin/ 1/ 13 ARCHITECTURAL DENTAL DETAILS TO MATCH I W x W Qm (D EXISTING HOUSE IN DIMENSION _ C:) Z Lo 0 Lo THIS HATCH INDICATES EXISTING AREAS TO REMAIN W � NO WORK =; I __ I LILe 4 �X LA -- - i BT i O 13 12 ! EXIST. ---- ---- -_ 10"I / Z / w / g / b U I EXISTING I PROPOSED FAUX MAN DOOR I PROPOSED FAST F_LF_\/ATION (FRONT) TO REMAINI w SCALE: 1/4" = I'-O" o I PROJECT: 2440 EXISTING PORTION TO TO REMAIN� BE REMOVED I - / ! I II 2 3 EXIST. DWELLING TO REMAIN, NO WORK EXIST. DWELLING TO REMAIN, NO WORK " � `\� 2440 VILLAGE LANE / I I ORIENT, NY 11957 0 0o I / REMOVE TWO EXISTING 5 1 I 14 / DORMERS d WINDOWS / l I L Q DRAWING TITLE: REMOVE REMOVE �— B I� 'I a I t q PROPOSED EXTERIOR ELEVATIONS REMOVE EXISTING GEILIN6 FRAMING, -� _ l L, PROPOSED EXTERIOR DEMOLITION ROOF STRUCTURE 4 DORMERS ELEVATIONS Io — -- ! F.F. REMOVE ROOF AND WALL SECTION TO 15 _ �J ACCOMMODATE - --- -- = - - =__ - - - PAGE: PORCH EXTENSION I� 12 —202mOO REMOVE ROOF AND GEILIN6 - --- EXIST. ---------------------- FRAMING 8 REPLACE DATE: 8�07�25 8 OF 10 W/STRUCTURE FOR W I I NE ROOF DECK � '- � EMOV EMO EXIST. REMOVE SEE STRUCTURAL DRAWINGS // \\ - - t I;.� --------- -- EXISTING I PROPOSED l EX15TINS PLATFORM AND EXISTING TO REMAIN ( ENCLOSURE FOR A/C 1 IO OUTDOOR I CONDENSERS TO REMAIN SHOWER EXISTING PLATFORM AND ENCLOSURE FOR A/G F s CONDENSERS TO REMAIN o I 1�)' MO SOUTH ELEVATION (LEFT SIDE) FROFOSEU SOUTH ELE\/AT I ON (LEFT S C)E) SCALE: VI = I'-O" SCALE: 1/4" = I'-O" I i BUILDING SEOTION NOTE5 ONEW ROOFING NOTE (TYP.): 1. INSTALL NEW WHITE DUROLAST EPDM ROOF MEMBRANE (OR EQUAL) (INSTALLATION, LAPPINO OF SEAMS,AND � Q 5EALINO OF EPDM MEMBRANE: AS PER MANU. SPEC.'S) U � UPON W W 2.2" THK. CONTINUOUS RIGID INSULATION (R=5) UPON 5.CONTINUOUS VAPOR BARRIER (WRAP VAPOR BARRIER = J 66 AROUND PERIMETER OF ROOF INSULATION) UPON V (y) 4.J" THK. PLYWOOD ROOF DECKING(BLOCK ALL SEAMS) Q d-J (V Q UPON � 'n S. ROOF STRUCTURE AS NOTED SEPARATELY � 6.PROVIDE 4"W-O" PITCH TOWARDS PARAPET 50UPPERS Z AND/OR CUTTERS, A5 PER ROOF PLAN. '7. INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO — ,-- 24" FROM IN51DE FACE OF STUD WALL •a-' a.INSTALL DRIP EDGE AS REOV 0 c C\j z O Cl. INSTALL ALL AS PER MANU. SPEC.'S W a •f>3 r- - q' O ROOF DECK CONSTRUCTION:- • J"x6" OARAPA WOOD DECKING UPON i Q O +:3 (V • 2"x4" P.T. RIPPED SLEEPERS UPON Z O m C9 • TPO ROOF MEMBRANE, INSTALLED AS PER Q a-J 4-J Ln MANUFACTURER DETAILS UPON _ _ _ c O (z; CD • TAPERED RIGID FOAM INSULATION w/PERIMETER OF T - s¢- - - --- Q a INSULATION WRAPPED IN VAPOR BARRIER, SELECT THICKNESS AS REO.'D TO PROVIDE 4:12 PITCH 4 2" STEP-DOWN FROM F.F. EL., UPON • " THK. DENSDECK INSTALLED A5 PER MANUFACTURER ��> � i xx xx�� Xkkk'X�(k`K'k,XXckYkXkkXXxXxk'1X�xXkf�cl.t,��tf1_r.,c��.c�,.lbrfAx��J-,.f�.�,� crui' -� _ >- = _(_ =CXX; PROPOSED R.R. A5 PER STRUGTUF AL DESIGN - C `N SPECIFICATIONS UPON --------------------------------------------------- -- - - C • DECK JOISTS A5 NOTED ON PLANS (® SPANS OVER 5 INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N.) Q. 0) 0) rI � I • PROVIDE R450/4q P'Z] [BATT/5AY FOAM] INSULATION j ------- Vf BETWEEN D.J. Q 'H L • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVE5 O TYPICAL FLOOR GONSTRUGT'ION: I�� I =N I W d' }' I 3 I. FINISH FLOORING TO SELECT _ _} Q' I PROPOSED BEDROOM � LLJ J Z Z 2. 5/4 T45 GDX PLYWD. SUBFLOOR GLUED 4 SCREWED I aJ r '� Z Y 3. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' INSTALL - I o I REP r Q ' ` X' BF AGE ® MIDSPAN 1' -- --- -- -- ----- 3 3 Z v V 4. MIN. R-VALUE = 50 (ONLY BETWEEN FIRST FLOOR AND TOP OF EXIST.-2ND FL. Q W W = • FOUNDATION) 5. 2" THK. SPRAY FOAM AT BLD'O. PERIMETER RIM JOISTS - - --- j_ Lu o Z 2 -- - 1- --- - - I C� Q NEW WOOD FLOOR: ( PROPOSED F.J. AS PER STRUGTUF 4L DESIGN ° ( 5 D.J. AS PER PLAN W Z I. NEW FLOORING TO MATCH EXISTING GARAGE _ _ BEDROOM #1 CaC W W Q + Z NEW TILE FLOOR: - W noo U Or-- f, '� � � � 5 6 W 35 I. NEW TILE FIN15H (H.O. TO 5ELE(:T) UPON b 5 r Z 2.I " MUDSET (LEVELED PROPEF LY) UPON =ry ix C) W 5.NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON - =N CL Q U W • 4.NEW " T40 PLYWOOD 5UBFLOOR ° r -J =° I ° ° = m 4 TYPICAL ROOF 4 CEILING CONSTRUCTION:O _Jr W W �_ �+✓NEW ROOFING AS NOTED r - o Z (n Q • i/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD r-- 0 ItOP OF EXIS ------- ____L______-_- --------- - Lo Lo o • R.R., G.J., 4 G.T. AS NOTED ON PLANS (® SPANS OVER 5' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N.) _.,- '" `-'- ' - • CEILING R- VALUE, R-28 SPRAY FOAM INSULATION 4" r• _I_l '_ L!_l_ - -- --- Q N W r"'I d THICK (R=7/INCH) W/2" OF RIGID BOARD INSULATION L_ _!_L.1_L_LI_.L �j EXISTING FLOOR FRAMING ABOVE ROOF SUBSTRATE, MIN R-VALUE =49 NEW EXTERIOR WALL 0ON5TfZUGTION (TYP.): O HOUSE MEMBRANE (SEE SIDING NOTE FOR SPEC.'S) UPON EXISTING CONCRETE SLAB GRAWLSPAGE • 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD SEAMS) UPON • 2"xb" STUDS ® 16" O.G. W OBI.. TOP PLATE • MIN. R-14 SPRAY FOAM INSULATION W/ R-11 BATT INSULATION • 5/5" 5YP5UM BD. WALL FINISH NEW SIDING NOTE (TYP.): OI. INSTALL NEW CEDAR SHAKE SIDING A5 PER ELEVATIONS UPON 2 "TYVEK" HOUSE HEAP (VENTED') (OR EQUAL) UPON 5.EXTERIOR WALL CONSTRUCTION AS NOTED SEPARATELY 4.INSTALL ALL A5 PER MANU. 5PEC.'s 5.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION SEOTION 1 -1 6.SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL 7. NEW SIDING TO MATCH EPXI5T. SIDING SCALE: I/4" = I'-O" I � I THI5 HATCH INDICATES EXISTING AREAS TO REMAIN U z w V EXISTING RIDGE HEIGHT -- � - - - ----- - - -- ELEV. +22.6' PROPOSED R.R. Q I PROPOSED RIDGE HEIGHT ------------ h„J +20.4' PROJECT: Lf PROPOSED R.R. AS PER STRUCTURAL DESIGN EXTEND EXIST. COVERED 2440 BATHRM. #2 BEDRM. #2 I EXIST. PORCH PER PLAN j PROPOSED BEDROOM #4 BEDRM. #2 SEE STRUCTURAL PRANINC5 = (NO WORK) FOR FRAMING a I � r STEPS IN HALLWAY BEYOND I 2440 VILLAGE LANE IL I - --- - - - - - -- --- -- - - ---- - - - - -- - - --, PROPOSED SECOND FINISHED FLOOR 3 3 -- - ORIENT, NY 11957 I �--------- 'ELEV. +11.4 --- - --- PROPOSED F.J. X� yPROPOSED F.J. AS PER STRUCTURAL DESIGN xW DRAWING TITLE: -- - I I I i --_--_ BUILDING SECTIONS I I = _ EXIST. DEN LIVING RM. LIVING RM. I I `p 0 — (NO WORK) PAGE: EXIST. FIRST FINISHED FLOOR --- - �. ELEV. +3.3' --- - I A-A0` 0 mOO ----- TOP OF FLOOR EXISTING F.J. - -- - - ----------BEYON \-- ORANLSFACE- ----------- m ---------- -� III I DATE: 8 14 25 UNFINISHED BASEMENT BASELINE (?AVERAGE GRADE) 9 OF 10 EXISTING CONCRETE SLAB ELEV. +O.O' LEADER TO � I I DRYWELL LEADER TO DRYWELL r:. EXISTING TO REMAIN i PROPOSED 0 t , SECTION 2-2 SEOTION 5-3 a1 SCALE: 1/4" = I'-O" 50ALE: 1/4" = 1'-0" i 4" FRESH AIR VENT V) IZ THROUGH ROOF U Q 1 W � I— W 3„I = .w_I CB U c) 1 Q :�' N o I Q E rn I � Z c U Q70 C r-o 4 C i zp 1 W d 'C6 L17 ,G "t 1 O 2 O :3+ N O p 1 2" Z p pp C9 --r-_ --�--------------- Q of 0 co Ln I r--------r----- 1 1 Z 1 i 1 1 ---------- W Q O O I O 1� 1 1 I �� 2��i 2..I i 2 i 2111 i PROVIDE "ABE5C0 FP200 FIRzA 1 2" 1 1 1:2117 1 I I EXPANDING FOAM" (OR EQUAL) a 0) ol n U 1 I 1 EXIST. 1 I AT ALL PENETRATIONS IN FIRE VJ LLJIG I RATED HALLS IL N6SD PRODUCT Q r I U W G I yy 1 3 FLOOR T-I 1 1-�" I (SHOWER 1- I 1 2" DRAIN P w/3 CONFORMS TO A5TM E 514, 0 ' 15HOWER 1 I I A5TM E 54, AND UL 14'19 W 0' }. BASHER Z G.O. 2 3" I J � Z Y 2" a U ---------- --- ------------------- NOTE: Q W W I I 1 ALL PLUMBING WORK Z W W i I SHALL CONFORM TO W Z pr 1 1 LOCAL PLUMBING CODE 0 4J O 1 2"1 1 I 1 ~ O G O I 2 1 IL 1 1 2 2„1 1 GLEAN OUT Q W w -�- 12" I I 3 AS REO'D Z D U_ 1 1 I REMAIN F.A.I. TO � 0 0 U 15HOWER I- 1 I- W.1 . E- Z L I PROVIDE F.A.I. a I� O W G.O. G.O. W W Qm W 4" I_- pW � 4" HOUSE = O Z � MAIN DRAIN G.O. U T'1 a Lo Lu v CD Z I` 4 Q 1! N TO SEPTIC Q N W e-I N 5Y5TEM v \ TO SEWER / SYSTEM FL.UME3 I NO R 15ER - r7)RA I N / NASTE / VENT SCALE: NTS z w 1L U 0Jr 0 _v k � d d ui EC7END 0 HOT WATER SUPPLY PROJECT: GOLD WATER ~ � � SUPPLY NOTE: 2 440 NOTE ALL PLUMBIN6 WORK Qr ALL PLUMBING b (Y FUEL CONFORM SHALL CONFORM TO O O O O LOCAL PLUMBING GODS SHALL TO LOCAL �4 !L PLUMBING CODE 3 I I I �4 0 O FUEL SAS 94 I I Q4 I I EX15T.� Q I U g I O4 1 1 p4 I I :� IO4 w 2440 VILLAGE LANE w I3 I A) W.G. $I =I �O W.G. *I I U *I �3 PIPING PENETRATIONS: N =' =I 1 I _ 1 � ORIENT NY 11957 ivy I\ SHOWER N I :Q nl ivy In SHOWER t�V I �_� m WASHER 1 N �I 1ry I. PROVIDE ABESGO FF r EXPANDING FOAM" (01 i-----------1-' ----- --------L' - L AT ALL PENETRATION: �..-..-.._..-..-. s._..-..-..=i_.._..-..-..-.._C=.--.--_.--.=..r.._.._..-.=i.-..-..-.._.._.._. -.._.. _.. AND FLOORS/GEILIN6: DRAWING TITLE: 2.PRODUCT CONFORMS j 514, A5TM E 54, AND I PROVIDE "ABE500 FP200 FR PLUMBING RISER DIAGRAMS EXPANDING FOAM" (OR EQUAL) I AT ALL PENETRATIONS IN FIRE GAS RISER DIAGRAM RATED HALLS AND Q, FLOOR5/CEILIN65. PRODUCT O O j CONFORMS TO A5TM E 614, 13 O I I ASTM E 54, AND UL 14-19 w I 94 X I VENT PAGE: ivl 1= SHOWER N I I N m N I I n m I REGULATOR 10 10 0 L.._.._.._.._. _..L.._.._..1.._.._.._.._.._..L.._.._..1.._.._.._.._. �.._.._.._.._.._.._.------- I 6A5 5UPPLY I I DATE: 8/07/25 10 OF 10 TO PRIVATE TO GA5 ~ CONNECT TO " WELL Q MAIN Ul EX15T. WATER SUPPLY 5Y5TEM m OAS RISER - SUFFL.Y FL.UMB I NO RISER - SUFFL.Y SCALE: NTS SCALE: NT5 I Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2018,Page 149) Number of Number of Joint Description Structural Concrete Notes: lion Com mon Nails Box Nails �NaliS an Framinq Notes: ROOF NAILING -- Rafter to Top Plate(Tce-nailed) 3_10d 3_1 6d r rafter 'Rebar Ceifin Joist to To Plate(Toe-nail -ASTM A-615 Grade 60 deformed The contractor is t verify all measurements in the field and any discrepancies are to be brought to the attention of 9 P (T � 3-10d 3-16d per joist the Engineer prior to construction. Ceiling Joist to Parallel Rafter(Face-nailed) 10-16d 10-40d each lap Ceiling Joist laps Over Partitions(Face-nailed) 10-16d 10-40d each lap 'Concrete Wood Framing Collar Tie to Rafter(Toe-nailed) 3-16d 4 40d per tie -Portland Cement:ASTM C150 Type Blocking to Rafter(Toe nailed) 3-8d 3-10d each end -Normal weight aggregate:ASTM C 33,uniformly graded: 1. All lumber is to be No.2 or better Douglas Fir Larch with the following minimum s Rim Board to Rafter(End Nailed) M) g pecifications: (E � 3-16d 4-10d each end Severe weathering region,but not less than 3/8' Rafter to ridge,valley or hip rafters 3--10d 3-16d toe or end nail Normal max.aggregate size-112' Fb=825 psi WALL FRAMING -Water:Potable and complying with ASTM C 94 Fv=95 psi Top Plate to Top Plate(Face-nailed) 3-16d 3-16d per foot Fc perp=625 psi To Plates at Intersections ace-nailed 'Admixtures E=1,600,000 psi P ) 4-16d 5-16d joists-each side -Air Entrainment:in accordance with ACI 301-17 Table 4.2.2.4-7%for Severe Stud to Stud(Face-nailed) 3-16d 3-16d 24'o.c. Header to Header(Face-nailed) 16d 16d 16'o.c.along edges exposure. 2. An Laminated Veneer Lumber is to have the following minimum specifioations: Top or Bottom Plate to Stud(End Nailed) 3-1 6d 3-16d perstud -Corrosion-Inhibiting Admixture:Commercially formulated,anodic inhibitor or Stud to Stud at abutting studs at intersecting wall comers 16d 16d 12'o.c.face nail mixed cathodic and anodic inhibitor capable of forming a protective barrier and Fb=Z900 psi Continuous header to stud 4-8d 5-8d toe nail minimizing chloride reactions with steel reinforcement in concrete. Fv=290 psi Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Face-Nailed) 2-16d 3-16d per foot Fc perp=650 psi Concrete Mixes E=2,000,000 psi FLOOR FRAMING -Compressive strength(28 days)3,500 psi Joist to Sill,Top Plate or Girder(roe-nailed) 4-8d 4-10d per joist -Maximum slump 4 inches 3. All Laminated Structural Lumber is to have the following minimum specifications: Bridging to Joist(Toe-nailed) 2-10d 2-10d each end -Maximum water-cementitious ratio=0.40 for corrosive protection of steel Blocking to Joist(Toe-nailed) 2-8d 2-10d each end -Air entrainment-7%t 1 or 1.5%at point of placement Fb=2,800 psi Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block Fv=290 psi LEGEND: Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist *Joints Fc perp=740 psi Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist -See Architectural drawings for location of construction/crack control joints in E=2,100,000 psi Band Joist to Joist(End-nailed) 3-16d 4-16d per joist interior slabs. 1. PA POST ABOVE -- Band Joist to Sill or Top Plate(Toe-nailed) 2-16d 3-16d per foot -Construction and crack control joints in the walls are to be recessed into the 4. An treated lumber is to be No.2 or better Southern Yellow Pine with the following minimum specifications: ROOF SHEATHING concrete surfaces by applying rustication strips on the formed surfaces.Water 2. DJ=DOUBLE 2X POST UNDER BEAM Structural Panels 8d 10d See roof sheathing dole keyways and joint sealers are to be used.All joints are to be filled with Fb=975 psi nailing decal sealants in accordance with ACI-504R. Fv=175 psi 3. TJ=TRIPLE 2X POST UNDER BEAM -Bonding agent is to be used at locations where concrete is placed against Fc perp=565 psi structural sheets CEILING SHEATHING hardened or partially hardened concrete surfaces. E=1,600,000 psi 4. APB =ANTHONY POWER BEAM Gypsum Wallboard 5d coolers 5d coolers T edge/T field `Placement 5. All beams fabricated with multiple laminated Veneer Lumber boards are to be nailed/bolted in accordance WALL SHEATHING -Concrete shall be handled,placed,and constructed in accordance with with the manufacturers specifications. 5. LVL=LAMINATED VENEER LUMBER Structural Panels 8d 10d 6'edge/17 field ACI-301-21. Structural Fiberboard Panels 1/7 11 ga.gam rooting nai 0.17 x 11?rag 7/16'h 3'edge/6'field -Consolidate concrete with mechanical vibrating equipment in accordance with 6. All TJI are to be installed in accordance with the manufacturers specifications and shall include squash 6• L.B.=LOAD BEARING WALL Structural Fiberboard Panels 25/32' 11 ga.gale.roofing nad 0. 7 x 1 N'rag 3/8'head 3'edge/6'field ACI-309R• blocking and web stiffeners at bearing points on girders and other bad bearing areas.Gypsum Wallboard 5d coolers 5d coolers 7'edge 17'field 7. WINDOW AND DOOR HEADERS TO BE(2) Particle Board Panels I 8d 8d Per Manufacturer 'Finishing 7. All Trim Joists are to be installed in accordance with the manufacturers specifications and shag include 2X8 HEADERS WITH(2)2X STUD POST FLOOR SHEATHING Structural Panels R-Patch all tie holes and other surface defects. squash blocking,plywood gusset plates and web stiffeners at bearing points on girders and other load -Repair surface defects such as color and texture irregularities,cracks,spalls, bearing areas. UNLESS OTHERWISE SPECIFIED ON THE 1'or less 8d 10d 6'edge/17 field honeycombs,rock pockets,fins and other projections on the surfaces. PLANS. Greater than 1' -Cover all 10d 16d 6"edge/12'field exposed surfaces with a parge/stucco material installed in accordance 8. Strong Backs are to be installed every 8'max or mid span of an Trim Joist floor joists with spans exceeding 8'. (1)Naling requirements are based on wall sheathing nailed 6'on-center at the panel edge. Alternate nailing schedules shall with the manufacturers specifications.Color and texture to be determined by 8. ALL POSTS TO BE(2)2X STUD POSTS be used where wall sheathing nailing is reduced. For example,if wall sheathing is nailed 3 inches on-center at the panel edge the owner. 9. First floor joists and second floor joists to be J-12 Trim Joist are to be installed in accordance with the UNLESS OTHERWISE SPECIFIED ON THE to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shall manufacturers specifications.be used to maintain bad path. Testing PLANS. (2)When wag sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be -Contractor is to engage a qualified independent testing agency to sample and 17. Designated connectors,straps,hold downs,etc.specified on these drawings are made by Simpson unless reduced to 1-16d nail per foot. test sample materials. indicated otherwise. All connectors,straps,hold downs,etc.are to be nal 9. LOAD BEARING WALLed/bolted in accordance with the -Testing Frequency:1 composite sample for each days pour of each concrete manufacturers specifications and installed to the maximum rated capacity. mix exceeding 5 cubic yards,but less than 25 cubic yards plus one set for each additional 50 cubic yard or fraction thereof. 18. All joist and beam hangers and fasteners used on the exterior are to be Simpson 316 Stainless Steel as -Slump-ASTM C-143,1 test at point of placement for each commposite sample, required by Simpson. All straps and hangers located in protected interior locations are to be galvanized. but not less than 1 test for each days pour of each concrete mix. -Air Content-ASTM-G231,pressure method.1 test for each composite sample, 19. All floor sheathing is to be 23/32 inch AC type plywood,tongue and groove,with an APA span rating of 48/24.but not less than 1 test for each days pour of each concrete mix. Floor sheathing shall be glued and screwed to the floor joists(6'O.C.edges and 12'O.C. field). Design Loads: -Compressive Test Specimens:ASTM C-31/C-31 M cast and laboratory cure 1 set of 4 standard cylinder specimens for each composite sample. 20. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shag be fastened to the studs as -Roof-Live Load-30 psf Based on ASCE-7 and -Compressive Strength Tests: ASTM G-39 test 2 laboratory specimen at 7 days per the nailing schedule on this sheet Pg=25 psf per Figure R301.2(5) and 2 at 28 days. -Dead Load-15 psf -Tests shag be reported to the Engineer,concrete manufacturer,and contractor 21. Solid blocking is to be installed every 8'max or mid span of all floor joists with spans exceeding 8. within 48 hours of testing. -2nd Floor -Live Load-40 psf -Strength of concrete will be considered satisfactory if every average of any three 22. Double joists are to be installed below parallel wags. -Dead Load-15 psf Foundation Notes. consecutive tests equals or exceeds specified strength and no test values fall -1st Floor -Live Load-40 psf below the specified value by more than 500 psi. 23. Blockingto be installed at an �is point load bearing pants. -Dead Load-15 psf The contractor is to verify all measurements in the 24. Wags are to be framed with 2x6 inch studs spaced 16 inches O.C.unless indicated otherwise. -Wind Loads-130 mph-ASCE 7 field and any discrepancies are to be brought to Masonry Notes: qh=46.3 psf(Exposure D) 25. All bolts nuts and washers are to be stainless steel or hot dipped galvanized. Roof C&C Loads: the attention of the Engineer prior to construction. - -All masonry construction shall comply with the New York State Building Code and AC1530 77.8 psf(Zone 1) 99/ASCE 5-99/rMS 402-99 latest revision. 26. The top of LVL floor joists to be sanded to remove wax coating prior to installing glued and screwed subfloor. -90.3 psf(Zone 2)1 -All concrete 3,500 psi after 28 days minimum. - Contractor shag provide and accept fug and sole responsibility for all temporary bracing 27. Floor joists to be reinforced under kitchen islands,appliances and bathroom tubs as necessary. -109.7 psf(Zane 3) 2-All rebar ASTM A-615 Grade 60. and shoring of masonry. Wag C&C Loads: - AD masonry work shag consist of masonry units of concrete block erected plumb and true Steel Notes: -56.8 psf(zone 4)-68.3 psf(Zone 5) Pile Notes: with neatly tooled joints. 1. All steel is to be ASTM Specification A 36 THIS BUILDING IS DESIGNED AS AN ENCLOSED -All mortar or masonry construction shall conform to the requirements of ASTM-270. STRUCTURE. 1 -The contractor is to verify all measurements in the field and any 2. All bolted connections are to be made with A-325 bolts. discrepancies are to be brought to the attention of the Engineer prior to - All masonry units shag conform to ASTM G90,75%solid,Grade N-1 with I'm=1500 psi minimum. utilized the construction. minimum. Square,rectangular and circular columns are to be ASTM Specification A500. Design Criteria-NYS Residential Code R301.2.1.1 and ut methods and procedures stipulated in Chapter 2 Engineered Design and - Brick masonry shag be ASTM C-216,Grade SW,with type,color,texture,size,and shape Chapter 3 Prescriptive Design in the American Forest and Paper 2-10 inch diameter CCA treated piles. Notch piles to create shelf for to match existing in all respects. 4. An columns are to be bolted to steel girders with Y'bogs or unless otherwise shown on the plans. Association Wood Frame Construction Manual for One and Two Family GIRDERs. Piles are not to be notched more than 50°I°of cross section. Dwelling Units-High Windt Addition and ASCE 7. - Mortar shag be Portland cement Type W or'S',ASTM C-270.Mortar joint style,texture 5. 117 web stiffeners are to be installed at all point bad bearing points and over all column supports. Double bolt each pile with 3/4 inch hot dipped galvanized ASTM 307 size and color shall match existing brick masonry bolts, nuts and washers. 6. All welded connections are to be done by a certified welder and conform to AWS and AiSC standards. - All masonry wags shag be constructed with galy.wag reinforcing. Reinforcing to be � � V 3-All piles are to have a minimum bearing capacity of 20 tons unless heavy-duty Dur-0-wag D/A 3600 Ladur-eye with Lintel connectors@ 1 per 1.77 S.F.of 5. All weld joints are to use E70XX electrodes. otherwise noted on the plans.The pile contractor is to provide the wan,ASTM N13-153,1.5 oz./S.F.hot dipped galvanized,2'less in width than the overall 5 wag,placed 16'on center vertically. 6. All girder splices are to be made above columns. Engineer with a copy of the pile installation log indicating pile length and Additional reinforcement shag be placed in the first two mortar joints above lintels and �G bearing capacity. below openings and shall extend at least 24'past the openings.Reinforcement shag not 7. Steel is to be frE r REVISIONS prime coated. .�. �� • e pass through the required block control joints. 4-Pile depth must be a minimum of 10 feet below mean sea level. 7. All steel located on the exterior to be galvanized or stainless steel. - � -Control joints are to be installed as shown on the Architectural drawings. ta� rr.._..._._ f \ 5-Piles are to be driven to within 3 inches of the locations indicated on - Reinforcing rebar shag be ASTM 615 Grade 60. 8. Unless indicated otherwise,all interior columns are to be bolted to steel girders with y'bolts and all this drawing. a eter columns and beams are to be welded. - Grout shag conform with ASTM C476 with a minimum strength of 3,000 at 28 days..6-All GIRDERs,tie beams,and braces are to be CCA treated No.2 - 9. Steel fabricator to provide 9/16'diameter holes spaced at 16'o.c.staggered as necessary to enable steel to be seared to wood g t - Fill top course of masonry solid with mortar. plates to the top and bottom flanges and packing to the web as necessary. Yellow Souther Pine. 10. All continuous columns to be latemllY supported at intermediate floors. su ,,., ,• ,, ; : ,,-j`.; 7-All floor joists are to be secured to all girders with Simpson hurricane "Pipe' _ ,,„•, ,;,;� �.. ties as shown on the details. 11. Shop drawings for an steel connections to be provided to the architect and approved prior to fabrication. 8- Treat all drill holes and end grains in the ends of knee braces that extend below grade with wood preservative. of the New Y Engineering,Plans a Scale:AS SHOWN Condon Engineering, P.C. MCNAIRY RESIDENCE re prepared by c«xmon ineering,P.C. it a violation York state 2440 VILLAGE LANE Education Law,Artide 145,Section 7209,for ant,person unless acting under the 1755 SI dkection of a licensed Professional Engineer,Architect,or Lands gSbee Road urvey°►,toaneranr Drawn JJc ORIENT, NY i0�'rn m'aw'N an Rem Wing me seal of an&0wer,Vie.or Land surveyor is Y Mattituck, New York 11952 ' afiered,the altering Engineer;Arcf�ea or Land Surveyor shal aft to the Rem hislher seal and the notation Altered by'Mowed by hbfim signature and the date of such (631)298-1986 (631)298-2651 Fax alterations,and a spelt description of the alteration. Date:7/24/2025 www.condonengineedng.eom NOTES A N D SPECIFICATIONS 120 SONOTUBE PIER SIMPSON ABLI44SS SIMPSON BC4SS POST /—POSTBASE(M) CAP(TYP•) 1 � `ll J ►_ ` r 7-6'X 7fi712 P.C.FOOTING P.T.@ 16'O.C. m INSTALL SIMPSON #5 REBAR @ 12 O.C.BOTH D1R. _ N HDU5 HOLDDOWN AT r ` f 7 tP X 5'-0'X12 P.0 FOOTRiG r 1 r_ ` v 4PAI EACH CORNER(TYP.) I PA P I #5 REBAR @ 12 O.0 BOTHDtR I PA P I I L J I PAI I I 3'- X 3'-0'X12 P.C.FOOTING IIUNDERPIN EX FOUNDATION L —1 7 6'X7 6'X12P. 0'C.FOOTING #5 REBAR @ 12 O.C.BOTH DRI ( (SEE FOUNDATION NOTES) #5 REBAR @ 12 O.C.BOTH DIR I � INSTALL SIMPSON I I _ 7X3112 I 7X312 P I ( 1 PARALAM POST UP L J EACH CORNER( .) — EACH CORNER(1 YP.) FLOOR JOIST 1 I PARALAM POST UP I 1 r�I I I I P I L_ Hsi 4X4X318 UP L———J (- --- —— J X 3'-0'X12 P.C.FOOTING EX.8'CINU FOUNDATION WALL I P L 4X4X3f8 UP L——— ( I 1 3'-0'#5 REBAR @ 12 O.C.BOTH DIP, ( I LL J 7-6'X 7-6'X12 P.C.FOOTING #5 REBAR @ 12 O.C.BOTH DIR. UNDERPIN EX FOUNDATION (SEE FOUNDATION NOTES) 3-0'X 3'-0'X12 P.C.FOOTING [#5 REBAR @ 12 O.C.BOTH 7 X 3112 T-(r X 34rX12 P.C.FOOTING JOISTS-- — — I PARALAM POST UP 15 REBAR @ 12 O.C.BOTH DIRr——— P XA 3 M POST UP I I r r— — I I r----1 r— --t UNDERPIN EX FOUNDATION r L---J I EPA I I PAI (SEE FOUNDATION NOTES) L—_—J ( I I I (- -� I I®PA I I PA I I I L---J L— —J I I I I I I I P I I P I L---J L---J I— PA I--------I I-- L J PA I------� r_ 7-0'X 7 6'X12 P.C.FOOTING PA I ® ® I ( ® I=-- 7-0'X 7-0'X12 P.C.FOOTING pA #5 REBAR @ 12 O.C.BOTH DIP, HSS 4X4X=UP LPA —_ PA J L-EA #5 MAR @ 12 O.C.BOTH DRL A———®� L ® I 5'4'X 74'X12 P.C.FOOTING HSS WX318 UP \\— #5 REBAR @ 12 O.C.BOTH DR UNDERPIN EX FOUNDATION (SEE FOUNDATION NOTES) UNDERPIN EX FOUNDATION P.T.@ 16'O.C. (SEE FOUNDATION NOTES) 2X8 P.T.LEDGER WITH 5B'GALV. TB @ 16'O.C.STAGGERED FOUNDATION PLAN FIRST FLOOR FRAMING PLAN REVISIONS PIm are prepared by Condon Engkmereg,P.C. It is a violation of the New York Slate Education Law,Amide 145,Section 7209,for any person unless acting under Me direction of a kensed Professional Engineer,Archfted,or Land Surveyor,to after any item in any way.If an item bearing the seal of an Engineer,Archftect,or Land Surveyor is altered,the aftefrg Engineer,Architect,or Land Surveyor shaft affix to the item hisAner seal and the notatian'Aftered by'followed by Wier signature and the date of such aftenatiom,and a specific desaiption of the W%uation. Scale:1/4'=r-(r Condon Engineering, P.C. MCNAIRY RESIDENCE 2440 VILLAGE LANE 1755 Sigsbee Road ORIENT, NY Drawn by JJC Mattituck, New York 11952 (631)298-1986 (631)298-2651 Fax FOUNDATION & FIRST Wm2 Date:7/24/2025 wm.condonengineeiing.com FLOOR FRAMING PLAN i SEE FLITCH BEAM TO FLITCH SIMPSON HU412 TJI JOIST TO LVL 2X4 POST 0 CONNECTION DETAIL ON S-5 BEAM�•) (3)2X4 POST ZX4 P (3)ZX4 POST 2X6 SLOPED STUDS @ 16"O.C. (3)2X4 POST (3)2X4 POST -- r PA WON t• PA (3)1314"X 91/2'LVL I (3)1314'X 9112'LVL+(2)3/4'FP PA SEPSON HWPH7.12 H=7.188 -TJI 230 9117 FJ @ 16'O.C. (3)2X4 POST 4X12 (2)13/4'X 117 VL BEAM TO BEAM(TYP.) ' 2X6 SLOPED STUDS @ 16-O.C. 7X3112 PARALAM POST 0-1 f\�' I X12 RR @ 30'O.C. o (3)2X4 POST SIMPSON BA4.75X H=9.438 (2)13/4'X 71/4'LVL PA■ HSS 4X4X3/8 DN �(2)TJI JOIST TO BEAM(Tl'P.) (3)2X6 POST x cn fi t• F- V cn SIMPSON HWPH r.12 H=7.188 v' ' 0 p N HANGER I ' zo DJ @ 16'O.C. TJI 0 9 1/2'FJ @ 16'O.C. I LL- SIMPSON CJT6Z CONCEALED JOIST TIE I 4X12 RR TO LVL BEAM(GYP.) °D SIMPSON BA2.3719,5 MAX TJI SIMPf,0 q BA2.3719.5 MAX TJI + a JOIST TO BEAM(TYP.) ■ JOIST TO BEAM(TYP.) SIMPSON MIT49.5 N o m r' F = in u (2)LVL JOIST TO BEAM(tYP.) X O _ x w v x co ■3 " _ J2)13/4'X 91/7 LVL FJ @ 16'O.C. cl� v (UNDER SHOWER) _ SI S HB7.12/9.5 HANGER 7X31/2 SIMPSON HWPH7.12 H=7.188 ■ 0 BEAM(M.) ' PARALAM POST HANGER N i (3)2X4 POST ' (3 2X PO T (3)2X4 POST (3)2X4 (3)2X4 POST 13/4'X 2'LVL PA 13l4'X 9112'LVL I 2)2X8 H ' err now �� r_ � r� �■ ' XI 4XI2 (2)13/4'X'71/4'LVL P TJI 91/2`FJ @ 1 TJI 230 9117 (2 13/4'X 91/2'LVL PA (3)ZX6 POST FJ @ 16'O.C. I �'ci (3)2X4 POST ■ (�ZX4 POST jr o co 2 13/!'X 71/4'LVL 4'X 7114' 2)2X8 HDR. )2X8 HDR. 3)13/4 X 91/Y LVL `V x ® (2)13/4'X 91?LVL f mm ��HDR HSS DN '' (3)2X4 POST (3)2X4 POST v ; X (�13l /4'LVL X f 2X4 POST i SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN REVISIONS Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to after any ' dem in any way.ff an fterrn bearing the seal of an ES ry ,Arehitect,or Land Surveyor is altered,the E \ r, altering Engineer,Architect,or Land shall affix to the item his/her seal and the notation'Altered by'followed by hisRrer signature and the date of such iterations,and a spedfic description of the alteration. Condon En ineerin P.C. MCNAIRY RESIDENCE g g 2440 VILLAGE LANE 1755 Sigsbee Road ORIENT, NY Drawn by.JJC Mattituck, New York 11952 (631)298-1986 (631)298-2651 Fax SECOND FLOOR & Date:7/24rM5 www.condonengineering.com ROOF FRAMING PLAN i HSS4 X4 X1/2 3n6 FOUNDATION UNDERPINNING NOTES r HSS 4 X 4 COLUMN 3/16 1. UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS ao ti AND WALL TOPS WITH NO.5 REBAR DOWELS. `v 3/4'STEEL BASE PLATE 4-3/4'0 ANCHOR BOLTS 2 SUGGESTED UNDERPINNING PROCEDURES: Ex CMU FOUNDATION WALL TOP OF FOOTING-TOF 2.1. UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL 22- EXCAVATE SMALL EXPLORATORY PIT AT EXTERIOR WALL TO DETERMINE DEPTH AND WIDTH OF EXISTING FOOTING. INFORM ARCHITECTIENGINEER OF L \_7' 4-3/4'0 ANCHOR BOLTS EX P.C.SLAB FINDINGS BEFORE PROCEEDING. EX P.C.FOOTING 3/4'STEEL BASE PLATE 23. UPON RECEIVING APPROVAL,EXCAVATE TO THE TOP OF THE EXISTING 12' 4-314'0 ANCHOR BOLTS _ FOR THE ENTIRE LENGTH OF THE AREA TO BE UNDERPINNED ON NOTE: NOTE: • • AS NECESSARY.BOTH SIDES OF THE FOUNDATION WALL REMOVE INTERIOR CONCRETE FLOOR AT EX FNDN WALLS: N AT EX FNDN WALLS: UNDERPIN DOS ITNG FouNDAnoN f .: DRILL b EPDXY 3/4'0 R (SEE UNDERPINNING NOTES) ' 24. EXCAVATE BY HAND BELOW THE EXISTING FOOTING AT NO MORE THAN 3 FOOT 6• ANCHOR BOLTS BY HILTI DILL&EPDXY 3/4 0 ANCHOR BOLTS BY HILTI OR AN AORVED EQUALLP OR AN AORVED EQUAL • 2-5. INSTALL A KEY WAY BETWEEN SECTIONS. ALLOW 7 DAYS CURING. 4-3/4'0 ANCHOR BOLTS • - 26. BACK FILL AND REPLACE INTERIOR FLOOR AS NECESSARY. 3/4'STEEL BASE PLATE 16'OR WID \—(3)NO.5-60KSIREBAR 3. DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION FOOTING WALL FORRENEW ER IF MOVEMENT TANDINDIOR CRACKS. NOTIFYEMOTE STEEL COLUMN BASE PLATE AND ANCHOR STEEL COLUMN BASE PLATE ARCIiTIECTIENGINEER IF MQVEMENT AND/OR CRACKS ARE NOTED. AND ANCHOR BOLT TYPICAL UNDERPINNING DETAIL 4. DOWEL TO EXISTING FOUNDATION WALL WITH NO.5 REBAR. TYPICAL STEP FOOTING DETAIL NOT TO SCALE BOLT DETAIL AT FOUNDATION CORNER DETAIL AT EX. FOUNDATION WALLS SCALE: 1/2" = 1'-0" SCALE:1'=1-0' SCALE 1'=1'-0' 2' HSS 4X4 COLUMN 12'X12'Xr N BASE PLATEL4 N 12" 1/2'X 3'PL.TOP&BOT. 3• 4-3/4'0 ANCHOR BOLTS BOTH SIDES OF WEB 1s 'STEEL BASE PLATE 4,000 PSI NON SHRINK Radius 50 OR 2 tw 4-12'0 BOLTS WOOD COLUMN �Q•�-� 2' GROUT PEDESTAL 1r?WEB STIFFENER 1/7 WEB STIFFENER 16' ( WSE IDTH P5) 16' 2X8 CCA SILL 314'BASE PLATE IN. MIN. FILL CONC.BLOCKS SOLID - i FILL CONC. "` •.a ,_ z: _ <: 0 WITH GROUT TO FOOTING - `: . - _ ';�, •, ¢ - 0 4-1rr0BOLTS !° „'- - _ � •?�< - w� `i: `Q• ,• ::'' o z 1/4'STL PLATE s VVITfI GROUT TO �Q. f _ __ ':= = - - FOOTING - 115 REINFORCING o-p 3" 16 CONCRETE BLOCK N0.4 REBAR RODS AT 12'O.C. —�� " :a` W<�6 �1.5 r_2 CONCRETE BLOCK N0.5 REBAR EACH WAY(TYP.) a. FOUNDATION WALL _ FOUNDATION WALL _ NOTES: 3' 17 12' 3' 1. CLEAR SPACING BETWEEN OPENINGS=D p 2. DISTANCE TO SUPPORT=2D 3. DISTANCE TO POINT LOAD=D 3'-0"(OR AS NOTED 0NPIANS) TYPICAL REINFORCED BEAM TYPICAL INTERIOR STEEL COLUMN EX. CMU WALL EX. CMU WALL REINFORCING AT TYPICAL ISOLATED FOOTING DETAIL PENETRATION DETAIL TO STEEL BEAM DETAIL REINFORCING AT COLUMN STEEL COLUMN SCALE 1'=1'0' NOT TO SCALE SCALE 2'=1'-0' NOT TO SCALE NOT TO SCALE L=LENGTH OF BEAM L/4 Lr2 U4 140 OPENINGS OPENINGS NO OPENINGS LVL BEAM (SEE PLAN FOR SIZE) 5I8'0 BOLTS 8• 16" 0 0 AREA AVARABLE MIN.DISTANCE FOR OPENINGS MIN.DISTANCE FROM TABLE A DO NOT CUT HOLES FROM TABLE B RANGE OF WEB OPENINGS NO FIELD CUT LARGERCANTILEVER ANYWHERE ANYWHE EINWEB'HOLE MAY BE BOOUT- HOLES IN IN CANTILEVER SIDE OF HATCHED ZONE ALONG LENGTH OF BEAM HATCHED ZONES DO NOT (� ZC 1� S ""F gOT6' FLI TCH BEAM DETAIL RANGE OF DEPTH OF CIRCULAR RECTANGULAR 6' L1 2 X D1 D1 I 12 2 X L2 6' 6' NOT TO SCALE BEAM FOR OPENINGS OPENING OPENING INIMUM INIMU(APPLIES TO ALL HOLES EXCEPT CLOSELY GROUPED ROUND HOLES ARE PERMITTED IF THE GROUP PERIMETER MEETS 1/7 R(Tl(P.) o KNOCKOUTS) REQUIREMENTS FOR ROUND OR SQUARE HOLES. DO NOT CUT CANTILEVER REINFORCEMENT.SI Ml3ROLLAM@LVL 2 X DIAMETER OF THE TABLE A-END SUPPORT AND PARALJAM® LARGEST HOLE DEPTH = t o 0 MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT PS_HOLE ZONE (MINIMUM) — JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE TJIa d D DEPTH 7' 3' 4' 5' 61 T 8% 11' 13' 2' 3' 4' 5' 6y' jrc 11' 13' 9Y' 360 1'-6' 7-0' 3'-0' 4'-0' 6-0' 1'-6' 7-0' 3'-6' 5-0' S-6' REVISIONS II'Is" 560 1'-U' 1'-0' 1'-6' 3'-0' S-0' S•b' 8'-U' 1'-0' 7-0' 3'-6' S-0' T-0' 7'-0' 8'-0' S1 d S2 W S3 W 14' 560 1'-0' 1'4r 1'4r 1'4r 7-6" 3'-0' 6'-W 9'-W 1'-0' 1'-0' 1'-0' x-6' 6fi' T-0' 9'-0' 10 ' HEADER MAXIMUM ROUND 16' 560 1'-0' 1'-0' T-O' 1-4r 1'4' 1'-0' 3'4' 6-6' 174r 1'-0' vo v4r 1'-6' S'4l 6'0 0'-0' 1'-0' 7-0' MICROLLAM LVL AND DEPTH HOLE SIZE SIMPSON LSTA36 - d=DIAMETER OF CIRCULAR OPENING s D/3 PSL PARALLAM 4% 1' ,qp h=HEIGHT OF RECTANGULAR OPENING<_D/4 Lr3 ALLOWED HOLE ZONE L/3 W=WIDTH OF RECTANGULAR OPENING s D/4 TABLE B-INTERMEDIATE OR CANTILEVER SUPPORT �r•to 2(. 712. t `` MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT SEE ILLUSTRATION FOR S1=MINIMUM DISTANCE TO CL TRANSVERSE MEMBER=D ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE ALLOWED HOLE ZONE OR 12,WHICHEVER IS LARGER JOIST TJI® NOTES: 2' j S2 OR S3=MINIMUM DISTANCE BETWEEN OPENINGS BASED DEPTH 3' 4' 5' 6%' T 8Y, 11' 13' 2' 3' 4' 5' 6%' 7' BY, 11' 13' 1. ALLOWED HOLE ZONE SUITABLE FOR UNIFORMLY LOADED HEADERS AND BEAMS ONLY. TYP I CAL WINDOW AND DOOR HEADER ON LARGER OPENING=3 x d OR 3 x h OR 3 x w, 9�. 7 6' 3'-0' 4'-0' 5'-0" 8'-0" -0' ' 6'-6' T-0' 2 ROUND HOLES ONLY Plans are Condon E prepared by Engineering,P.C. It is a violation d the New Yak State r•- WHICHEVER IS LARGER 3-0' 4'-0' S'6' 6-0" 9-0' 3'-0' 4'6' S'6' T 6' 8-0' 3. NO HOLES IN CANTILEVERS. Education Law,Arkle 145,Section 7209,far any Person unless aaing rxxler the t• ' :''- _ .-__-''' `ti'r,'-0' T-W 4'-F 8'4' s'-6' 17-0" 3'-0' 4'-0' 6-0" 8'-0. 17-6' 11-0.17-0' 4. NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. STRAPPING DETAIL EACH CORNER direction licensed Professional Engineer,Archtect,or Land Snxveyor,to alter arty Rem in any way.If an item bearing the seal d an Engineer,Architect,or Land Surveyor is _ OPENING SIZE AND SPACING 560 1'-0 1'-0" 1'-s" 3'-0' 5-6' 6-6 g 13' 1'-0' 3'40' 5-0' T4' 10'-0' 11'-0' 13'-6'15-0' 5. Do NOT CUT,NOTCH OR DRILL HOLES IN HEADERS EXCEPT AS INDICATED IN NTS altered,fhe altering Engineer,Architect,or land Surveyor shaA affix to the Rem hislher �--"•"'� " 560 1'-0' 1'0' 1'-0" 1'-0' 7 6" 3'6' T-0'11'0' S'-0' 1'-0' 1'-0' 3'6' S 6' 9-0' 0'-0' 4'6" 6-0' 8'-0' ILLUSTRATIONS AND TABLES. seal and the notation Engineer f by ng 6. ANY OPENING OUTSIDE THESE CONSTRAINTS MUST BE APPROVED BY THE by' otlowed hMwers' nature and the date of NOTES: RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIRE. ' 1. THIS DETAIL MAY BE USED FOR SHOP OR FIELD CUT OPENINGS WITHOUT HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB.LEAVE 1/8'OF WEB(MINIMUM)AT TOP AND BOTTOM OF HOLE. STRUCTURAL ENGINEER alterations,and a speak desaiption of the aRer'ation. 0)NSULTING THE STRUCTURAL ENGINEER ANY OPENING OUTSIDE THESE KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 12'ON-CENTER;THEY DO NOT AFFECT HOLE PLACEMENT. • FOR SIMPLE SPAN T MINIMUM),UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS,ONE MAXIMUM SIZE ROUND Condon Engineering, P MCNAI RY RESIDENCE CiNSTRAINTS MUST BE APPROVED BY THE STRUCTURAL ENGINEER HOLE MAY BE LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. Scale:AS SHOWN • DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT ILEVEL SPECIFIERS GUIDES.FOR OTHER LOAD TYP i CAL I LEVEL 2440 VILLAGE LANE 2 ALL FIELD CUT OPENINGS MJST BE CUT ATE AS SMOOTH OF EDGES AS L LVL PENETRATION N ETRATI 0 N 1755 Sigst ee Road ORIENT NY POSSIBLE AND THEN GROUND TO ELIMINATE NOTCHES AND IRREGULARITIES. CONDITIONS OR HOLE CONFIGURATIONS USE REVEL®TJ-BEAM®SOFTWARE OR CONTACT YOUR REVEL REPRESENTATIVE Drawn by:JJC ' PICJNL BEAM PENETRATION DETAIL ALLOWABLE HOLES — TJIO JOISTS SCHEDULE AND DETAIL Mattituck,New York 11952 NOT TO SCALE (631)298-1986 (631)298-2651 Fax 4 NOT TO SCALE Date:7/24/2025 www.condonengineedng.com STRUCTURAL DETAILS i FLITCH BEAM FLITCH BEAM (SEE PLAN FOR SIZE) (SEE PLAN FOR SIZE) SIMPSON MIU HANGER TOP PLATE StMPSON HGUS,HHUS OR QTV HANGER A � A A � A A 3-518'0 BOLTS HEADER / TA 560 JOIST TA 560 JOIST ® A OR ••. A A A A LVL OR APB ?� SIMPSON MTS30 RAFTER STRAP OR AT EACH RAFTER TAIL WOOD BEAM WX3/8 ANGLE-A36 SIMPSON H25A RAFTER .. NOTE SEES 1 StMPSON BEAM HANGER SCHEDULE FOR HANGER SIZE AND TYPE TAIL TO TOP PLATE LVL°RAPB] "L°R'� SC LVIL P'PE� JOI NOTE:SEE S-1 S ST TO STEEL FLUSH BEAM DETAIL FLITCH BEAM TO FLITCH CONNECTION DETAIL SIMPSON BEAM HANGER SCHEDULE FOR HANGER SIZE AND TYPE SIMPSONH2.5ATOP WOOD BEAM FLUSH CONN. DETAIL NOT TO SCALE SCALE 1'=1'-0' H2A CONNECT TOP PLATE PLATE TO STUD ST1U NOT TO SCALE SIMPSON H2?.A HURRICANE TIES AT 2-SIMPSON H2.5A HURRICANE TIES (SEE PLAN SSE""" LVL BEAM LVL BEAM EACH RAFTI=R TAIL(INSTALLED ON AT EACH RAFTER TAIL(INSTALLED ON SIMPSON BA TOP FLANGE HANGER ( PLAN FOR SIZE) ( PLAN Fort SIZE) EXTERIOR SIDE ONLY) INTERIOR SIDE ONLY) StMPSON HGLTV OR GLTV HANGER 1 A A � A A TA 560 JOIST TJ1560 JOIST 3-5/8-0 BOLTS ® A LVL OR APB �I —01 Tom'PLA A f j A A A W STEEL BEAM SECTION OR {'i HEADER LVL OR APB STEEL BEAM SECTION W STEEL BEAM SECTION NOTE:SEES 1 SIMPSON BEAM HANGER SCHEDULE FOR HANGER SIZE AND TYPE 4X4X3/8 ANGLE-A36 1/4'X 11'-A36 PL NOTE SEE S1 SIMPSON BEAM HANGER SCHEDULE FOR HANGER SIZE AND TYPE JOIST ST TO STEEL FLUSH BEAM DETAIL L SIMPSON MTS30 RAFTER STRAP LVL / APB TO FLUSH STEEL BEAM DETAIL FLITCH BEAM TO LVL CONNECTION DETAIL AT EACH RAFTER TAIL NOT TO SCALE NOT TO SCALE SCALE 1'=1'-0' ) SIMPSON CJT6Z CONCEALED JOIST TIE 4X12 RR TO LVL BEAM(TYP.) SIMPSON LSTA21 STRAP STUD TO RAFTER(TYP.) STU BOTTOM PLATE RIM JOIST FASTEN EXTERIOR SHEATHING TO TOP AND BOI TOM PLATE PTOP • DOUBLE ROW 8d COMMON NAILS @ 6'O.C. • SHEATHING PANELS TO OVERLAP TOP MEM 3ER OF THE TOP PLATE AND BOTTOM PLATE BY I 121. Simpson ST22 S# P • FASTENER ROWS TO BE 1l1'APART W(TH A 11T MIN. at every stud EDGE DISTANCE • EACH ROW TO HAVE NAILS AT SPECIFIED ACING. Typical 2nd Floor Strapping Detail SIMPSON TSPZ STRAPWr I 0 ' 5Ar 0 GALV.ANCHOR BOLT WITH A SIMPSON BP5/8-3 BEARING PLATE 2-SIMPSON H42.5A STRAPS I I I Q r TYPICAL BUILDING SECTION NOT TO SCALE TYPICAL WALL AND SILL STRAPPING DETAIL NOTE: ALL SIMPSON HANGERS DIRECTLY Nailing Zones for Roof Sheathing in 130 EXPOSED TO THE EXTERIOR TO BE - STAINLESS STEEL. MPH Ultimate Gust Wind Zone Zone 1 Zone 2 Zane 3 Feld 6"O•C• 12'O.C. 4"O.C. Panel Edges 6'O.C. 6"O.C. 4"O.C. Nailing Requirements for 130 MPH,Ultimate Gust, 5/8'Min.Thick Roof Sheathing with 8d Common Nails Roof Sheathing Nailing Details - SCALE: 1/8'=1W e � e 2X8 P.T.DJ @ 16'O.C. SIMPSON BC4SS POST e CAP(TYP-) 0 e 0 (2)2X8 P.T. SIMPSON ABL94SS e POST BASE(TYP.) REVISIONS FINAL GRADE •o Plans are prepared by Condon Engineering,P.C. it is a violation of the New York State 1 ' e r O Education Law,Article 145,Section 7209,for any person unless acting iurder the e •O O _ .e'. item in any way.If an item bearing the seal of an Engineer, 12'0 SONOTUBE PIER direction of a licensed Professional Engineer,Arftea or Lard Surveyor,To alter arty o. e.•O allered,the aIt irteer,A or Lard shall affix to the Item hK4w ►g ^'a."'.c..4 or Lard Surveyor r$ 0. (FOOTING TO BE PLACED ON UNDISTURBED SOIL) Briny�9' rchitect Surveyor seat and the notation'Altered by'followed by Mslher signature and the date of such e o aerations,and a specific description of the alteration. SIMPSON HDU Scale:AS SHOWN MCNAIRY RESIDENCECondon Engineering, P.C. �440 VILLAGE LAN HOLD DOWN CONDENSER PLATFORM SECTION E 1755 Sigsbee Road ORIENT, NY SCALE:1/2"=I-o' Drawn by:JJC Mattituck,New York 11952 (631)298-1986 (631)298-2651 Fax STRUCTURAL DETAILS Date:7/24/P025 www.condonengineering.com E CODES AND REFERENCE STANDARD: CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE SID NEWYORK STATE GORE, 2020 NEW YORK STATE PROPERTY MAINTENANCEE COPE,rAND ciLam. DBENT GROUND SNOW LOAD 25 LBS 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION GORE. =� Imo-• a BA510 WIND SPEED 150 MPH 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF WOOD FRAMING, AND CONNECTION TO FOUNDATION RENO\/AT I ON OF EX I ST I NO IDWELL I NO LLI Lu - 2015 WOOD FRAME CONSTRUCTION MANUAL BY THE AMERIGAN Lu EXPOSURE CATEGORY B FOREST 8 PAPER ASSOCIATION (AFBPA) AMERIGAN WOOD COUNCIL = _J cu (ANC). U (') SEISMIC DESIGN CATEGORY B Q a--+ (V 5. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK WEATHERING SEVERE STATE PLUMBING CODE. Z m 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK ��" ^* '- FROST LINE DEPTH 3'-O" STATE MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS ICD `� * - TERMITE MODERATE TO HEAVYC (V z OO 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL r , ELECTRIC CODE, NFPA 10 AND 2020 NEW YORK STATE ENERGY }� x �s�„ W B" cz Y ICE BARRIER REQUIRED YES CONSERVATION CONSTRUCTION CODE. +' + ° X N LOT GOVERAOE I .. I 0 O O O a-' I A Fr 4 Z 0 pp C9 4-1 NYS DEC, CODE 66I.6 (a)(4) j u- J, Q O N O to O DESCRIPTION (FOOTPRINT) AREA % LOT s,;�' �,.•� , " p I: ., W COVERAGE �, TOTAL LOT AREA S.F. X Q N ` N EXISTING HOUSE 1042.0 S.F. 12.790 •` �'* ` � /r`."'' *. f' '~ I � �--" ib ' � Lo � r Q EXISTING FRONT PORCH 128.0 S.F. 1.090 � EXISTING REAR PORCH 178.0 S.F. 1.490 ' rM �, ° � W �: G. }; EXISTING WOOD DECKS 67.0 S.F. 0.590 ` `a {' "t ,°' 'Y" -'' ry� I µ J Z _0 EXISTING CELLAR ENTRANCE 51.0 S.F. 0.29b �`� °' ` _ ' Q W V SLAB ING CONCRETE APRON 8 [ _ V 70.0 S.F. 0.590 w r p, . W n 1 OUTSIDE SHOWER 20.0 S.F. 0.2 � 90 " a r "°" i w0 m SHED 127.0 S.F. 1.09b 4 < I"' • "t TOTAL AREA OF ALL EXISTING 2265 W W 0 SF 17.5%. . . I a STRUCTURES 14 I- ZQ r , P/O HOUSE TO BE REMOVED -54.0 S.F. -0.5090 '` I j W (n 0 C) V PROPOSED PORCH EXTEN51 ON 46.0 S.F. 0.490 j Z W TOTAL PROPOSED AREA 2255.0 S.F. 17.49b LOCATION MAP _ m Q •� nn`` SCALE: NTS H = W 0 W = OZU C� LOT COVERAGE U -H a Lo 20 SOUTHOLD TOWN CODE 2,50-124 Q N W %-I (FOOTPRINT) COVERAGE DESCRIPTION FOOTPRINT AREA 90 LOT .0 PROJECT LOCATION &SCOPE I SITE PLAN & ZONING DATA TOTAL LOT AREA a,816.0 S.F. EXISTING HOUSE 1642.0 S.F. 16.790 WOOD DECK AT N.W. HOUSE 50.0 S.F. 0.590 -OO2 •�� GENERAL NOTES jj CORNER ENERGY TABLE v REAR PORCH 178.o S.F. 1.5% WINDOW INSTALLATION DETAIL d FRONT PORCH 128.0 S.F. 1.5% w PROPOSED DEMOLITION PLANS L m SHED 127.0 S.F. 1.5% N NI ' OUTDOOR SHOWER 20.0 S.F. 0.2% p W LU O TOTAL AREA OF ALL STRUCTURES 2125.0 S.F. 21.6% Z A- 1 O2 .0 I PROPOSED FIRST F�bR PLAN o 0 P/0 HOUSE TO BE REMOVED -54.0 S.F. -0.6% o Q PROPOSED PORCH EXTENSION 46.0 S.F. 0.5% o a TOTAL PROPOSED AREA 2117.0 S.F. 21.69b - 0�.0 PROPOSED SECOND FLOOR PLAN m �I /� a o 0 0 R I E I`l T H A 5 R O R MAXIMUM LOT COVERAGE ALLOWED: 20.0% z w g oa 2z AL5 ER 2022 PROJECT / ZONING DATA PROPOSED ROOF PLAN a GtU M8 MEAN HIGH KATER OUNDARY, R MARK NOVE - it �-+ TIDAL WETLANDS $ CONSULTANTS, N2q°51'S6"W - _ TAX MAP # A5 DETERMINI=D 8Y THE LINe ALONG APPARENT M1=AN HIGH ►^ - - - - - 1000-26-I-17.1 b-1-22 - - '� __ - -- ZONING DISTRICT R-40 ui HIGH yyp,TER MARK - I LOT AREA 0.5 ACRES -20 .0 PROPOSED EXTERIOR ELEVATIONS o 0 PROPOSED EXTERIOR DEMOLITION ELEVATIONS - - -_ --- ----- _---- Cofo - N/A N/A PROJECT: SAND BEACH LIMIT OF BEACH --- --- ZONE AE (EL=q) FEMA FLOOD ZONE AE A-202 .00 PROPOSED EXTERIOR ELEVATIONS 2440 GONG. WALL - WETLANDS DISTRICT 10705 01/25/2025 ELEVATION -------------- - - - - PROPOSED EXTERIOR DEMOLITION S � - -- -- - ------ j GONG. WALL BERG VEGETATION ROLL UP WOOD I DEG DISTRICT 1-4738-02475 12/26/2025 COASTAL EROSION HAZARD LINE _-11- - GRAVEL WALKWAY OVE STONE WALKWAY -- -- I GRAVEL SUFFOLK COUNTY HD APPROVAL R-25-1768 4 OF BED. ROLL UP WOOD G SET IN SAND .00 BUILDING SECTIONS WALKWAY OVER rn � CESSPOOL LAWN WALL 2440 VILLAGE LANE RAVEL ti EDGE OFIILAWN � rzNrt �� HEDGE PROPOSED � J ORIENT, NY 11957 --______ EDGE OF LAWN ROOF OVER OOF DECK OVER/ ---- v \ WOOD PORCH RENOVATION O SITE PLAN HATCH KEY: UNDERGROUND REBUILD N DRAWING TITLE: , - l ,X,. o jam- Q ,QQ PLUMBING RISER DIAGRAMS BURIED 6 PLASTIC, ELECTRIC LINE OUTDOOR - PROPOSED BUILDING ADDITIO PICKET FENCE DRAIN PIPE -- O WELL EXISTING ' ', SHOWER GAS RISER DIAGRAM --------- ----_-__ _ _ 2 STORY FRAME ., ±PROPOSED PROPOSED ACCESS PROJECT LOCATION & SCOPE -IIt -- _ z ® E ACCESSORY STRUG RE --_ EL e HOUSE 4 GARAGE DWELLING x+ II STONE PATIO-- METER ---- (NO WORK) yy. RENOVATION I_ _ SITE PLAN & ZONING DATA ti� EL.=5.2 SET IN SANDY % ' > -------1 ® PROPOSED 2ND STORY 1 � r ;a � ;;,✓�x I [LINE OF LIMITED O UNDERGROUND ) � jj WAVE ACTION z WELL TEST ELECTRIC 8 n? f (1 HOLE EDGE OF LAWN TELGOM LINE wooD r I J OWT5 TANK PAGE: DECK$5TEP5 DRAIN _ j - - - --'� - _ - CHIMNEY _ - / ROOF OVER \k - CONS.:APRON �'m - N Y - L 205.02 / � /- WOOD PORCH STD- APE _�/� II _ G-00loOl WOOD PICKET FENG HEDGE RO 1 � � �� i WOOD • . STEPS ° iNELI� 524°35'00"E 4 - - - - - _ d `° - - - - - - - - - - - STONE WALKWAY- - - - - - - - - - , _ _ _ SET IN SAND °a'STONE DRIVEWAY 8 l %o DATE: 02 11 26 a OVERHEAD WIRES NYT #24 - -41 - - - - - _ _ °UTILITY Po°LfE d a UTILITY POLE GAs LINE ` d / / 10F 10 c e a e ' e e. °° FDOE or- 4 d c ° e APAYE NT o e e ° d, .d a � q d .a d .e' a. a a'• '. 27 e ' °. °. e ." ,d e a ,°d e ° •c .° G ° < ZINC AE'rL=G') SITE LAYOUT NOTES: a -ZONE AE{EL=7) I. THIS IS AN ARCHITECT'S SITE PLAN IS .. v d. ud ° . . :°Q < °' .. '°'.Q: .a "°.' n ? .de ...d e ° °° SUBJECT TO VERIFICATION BY A LICENSED -i .•'' \ / (5 `l I s e a SURVEYOR. THE INFREPSENTED ON THIS SITEORMATION ! I L L A E L A I ARGHHIITEGT S BEST OF KN NLEDGE.LAN TO THE Y „ Y (MAIN 57RE77) 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY UPDATED 11/15/2022 AND PREPARED BY: / NATHAN TAFT GORWIN III 517EPLAN`s 1586 MAIN ROAD :J JAMESPORT N.Y. I1a47 SCALE: I" = 15'-O" TELEPHONE: (65I) 727 2010 (5E `SERA _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. V Q WHEN APPLICABLE) L1J EX15TINO TO REMAIN W O NEA STL. WOEND FRAME I APPLIGABLE) NEW FOUNDATION WALL U J �I �I I ICI �I �/( �I CO MIN. (2) 2"x4" STRUCTURAL SEE S FLANS FOR F OFOSE� FOUNDATION AI D FOU E, OI �l �� I " 10 ��I �� Q +� N NEW I-HR FIRE RATED I© POST FOR 4" WALLS Q •p � e WOOD FRAME (L.G. STL. (MIN. (2) 2 xb STRUCTURAL WHEN APPLICABLE) P05T FOR 6" WALL5), U.O.N. Q O (D NEW 2-HR FIRE RATED •L WOOD FRAME (L.G. 5%. NEW PLUMBING WALL p C (V z O WHEN APPLICABLE) O Z a •CD � U d' x c� EXISTING PLATFORM AND 0 p O p � ENCLOSURE FOR A/G Z O m •� r EXIST. GONDEN5ER TO BE RENEWED A-202 Q a--+ N Ln SHOWER TO BE A-202 D.I p O RENEWED cu DEMOLITION NOTE: Z Q O a O D.I PROVIDE SHORING AND SUPPORT TO ALL AFFECTED W STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT r f-------- Tar OF ANY DEMOLITION OR CONSTRUCTION. REMOVE EXIST. EXIST. REMOVE EXIST.IIKy ,,II DECK 45TAIR5 FIXTURE51 AS SHOWN OUTDOOR DOOR 4 WALL I'IIII Ky __________ I N SHOWER AT EX T ill ill ,-- `I AH00 / \ ` I EXIST. a M n 1 AS 5HOWN i - SHOWER I W ___________ BELOW REMOVE EXIST. WINDOW REMOVE E=XIST. kT `---------- Q DOOR 4 WIINDOW _ --- ------------ ---__/ _ ____________ V �_-__ -------------------- Z ------ --------- �-- _ W G. >' EXIST. �I r-------------------------------------�- � }' III------------------------ -_-- W BATHROOM I-----------J --------------------- 1 --------------------------------------------------------------- --� �"� Z (,� 4� w w Z EX15 ii Q V STOOP 1 „; Z •II I I — i \ 'I I i ` �- II I "' EX15T. STOOP BELOW I 11 Z W W � W W W M --------- - Q 4-J -- ------- 7 r-I-�- ---- -----J II 1I J f" --- ------I I EXIST. W Z • REMOVE EXISTING STEPS, RAIL 6 WALL - I I I j I I I UNFINISHED Q W W --�- Z REMOVE WALLS 4 EXISTING DOOR SPACE I / O EXIST. 0 --- LAUNDRY W O U c REMOVE EXISTING INDOW 4 ROOM LAUNDRY ACHINES - =====1\- --- -- - --------- --I LI IX Z LL r----__1 JI I I I I EXISTING EXTERIOR WALLS TO BE REMOVED W Q I I L______-I I REMOVE EXISTING GIRDER 8 COLUMNS I ROOF 4 CEILING FRAMING TO BE REMOVED •• V m r n ----- J L------- REFER TO STRUCTURAL DRAWINGS FOR EXISTING EXTERIOR WALL TO BE REMOVED I AND REPLACED W/ NEW STRUCTURE Ij V V 0O ' �B v , E �YRAG I N o� �1, ROOF NEA F NO 1 & CEILING FRAMING TO BE I I II I FOR PROPOSED BEDROOM. REMOVED B REPLACED W/ II W W �✓ G REMOVE EXISTING CONCRETE SLAB STRUCTURE FOR NEW ROOF DECK. III F" O W to II,I REMOVE EXISTING DOORS I = O Z U I� $ PARTITION WALLS I I EXIST. II I I � � Z � REMOVE EXIST. WINDOWS Q N W e-I REMOVE EXISTING WALLS GARAGE I I I I I I I I 1111 4!�5T4NG\Wt j l 11 j REMOVE EXIST. WINDOWS I II II II I � -� III II � I I I i I I REMOVE EXISTING EXISTING FLOOR FRAMING TO REMAIN I L_____- --------_ - �; j 5TAIRCA5E5 r--------I- ---i- ! EXIST. 1 ,II BEDROOM --i- -T-r-r-i- - - -I-� j REMOVE EX15TING f I I I I I I I I I I I I I I I I STAIRCASES PROPOSED I PROP05ED ' /i -�---_N -I _ r EXISTG TO MAIN I ----- EXIS TIN I G TO 1RE MAIN----- ------ - --=- -L_IL -J1 L-____}�---- 0 WOR REMOVE --------- ---- ---- - T-r --I-7-T-F-1-- -7- --� �- z Til i EXISTING/� � mREMOVE EXIS DOOR, WINDOW DOORS DOWN LL i �_i �_i_=_L_i�1 �_L_I_J_1_L_1�_I_�_L_L_I_I g B S GTION OF WA,� COORDINATE TH REQUIREMENdTS i REMOVE EXIST. DOOR ____ _ __1_ _ = 1 L---- ___ - 4 SECTION OF WALL FOR NEW WOfRK = ---- ___�_ _� EXIST. = 1 { N EXISTING IST FL. WALL 4 ROOF ----------------- \ - -y-==-i--= - - _= WI REMOVE _ �_ _z_T i� HALLWAY BOOKCASE-- VERED J REMOVED TO AGGOMODATE 0 \G/---\- EXF'AN510N OF EXISTING GOPORCH. I ` \ 01 ---- Lj EXISTING TG) REMAIN EXISTING TOSREMAIN ------ \ ------------ ------------� v Lu (NO WORK) I (NO WORK) a I I o � N p - 0 pp 0 - Q � > Z � EXIST. LIVING / v Q W a ROOM ` g w 2 2 z NO WORK NO WORK Q EXIST. U � PRESERVE AND PROTECT PRESERVE AND PROTECT EXISTING/ADJACENT `� DWELLING EXI5TINO/ADJACENT EXIST. BEDROOM EXIST. DWELLING BEDROOM r---------------- COVERED PORCH EXIST. e� HALLWAY w NO WORK NO WORK Q PRESERVE AND PROTECT i PRESERVE AND PROTECT O EXI5TINVADJACENT GNIMNEY EXISTING/ADJACENT DWELLING DWELLING EXISTING EXISTING PROJECT: EXST. ---- -\ J �>) ------T \ ROOF BELOW ROOF BELOW COVERED (� PORCH -------- ----- --, ' a `�' ' I -- -- EXIST. 2440� I DEN -----__I EXIST. REMEXIST. UB$ /-- KITCHEN TUB WALL I I I I ------- rL C I , 2440 VILLAGE LANE LREE�VE EXIST ORIENT, NY 11957 EXIST. BATHROOM DRAWING TITLE: FI( X5------------------- --CABINET -_ - - - -------------------------- _ PROPOSED DEMOLITION PLANS O 'i ii I I r. 1 1 EXIST. DINING -------------- ROOM III III I --------------- a ING II I uJ I IJ ' , I I I I ROOF T! --------------t PAGE: om, _- --------------- 1 I BELOW ---------------- r------------� ------------- I-- I I I I I I I I I I I I A-10 Jm 0 J. EXIST. I I I i t I I I I I UTILITIES I l i I I I I I I I I I EXIST./ ---- ----------------------------- `--------------- I- ---------J ; DATE: 02 11/26STOO 3 OF 10 EXI T. CELLAR I I I III I I DOOR \ III I I III I I I I I'I I I I I I III I I I I III I , I I I III I I I I I III I I III ( III i III I I ---- ---------- ---------- ----------- IIII lyi I B.I A-20I B.I A-201 FfROFCSE17 FIRST FLOOR DEMOLITION PLAN FROFCSEI7 SECOND FLOOR DEMOLITION PLAN SCALE: 1/4" = I'-O" SCALE: 1/4" = 1'-0" (5E I `FERAL < I : d _ EXISTING TO BE DEMOLISHED- -T�J NEW PARTIAL HEIGHT y.IOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) 0 W LLJNEN NEW FOUNDATION WALL H I 5TL. WHE D J APPLICABLE) _ CTS \ � C7 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL \V� U - WOOD FRAME (L.G. 57L. Fx� POST FOR 4 WALLS Q rro c- Lo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL Z ; Z) �- POST FOR 6" WALL5), U.O.N. NEN TL }; C-0 •L 2-HR R RATED � O C (�,1 0 WOOD FRAME (L.G. S . 0 � NEW PLUMBING WALL z t--� w a- - WHEN APPLICABLE) co --e 0 c Xo O +D (V co FLOOR PLAN NOTES �2 i m Q c O m �a�, D NEW CONDENSER Q N O Ca DOOR NOTE: NEW LAUNDRY LOCATION: STAND Z Q a O OI I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON O I. NEW WASH / DRY HOOK UP W PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. d DOOR DIM.'s w/SIZE 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON OF EQUIP. PLANS BY 'ANDERSEN A-SERIES (STORMWATGH)' (OR 3. PROVIDE HOOK UPS AS REQ'5 PER MANU. NEW WINDOW Q EQUAL). NEW CC N 3. SUBMIT MANUFACTURER'S SHOP DRAWING FOR FItNAL OUTDOOR G L0 REVIEW BY ARCHITECT DRYER EXHAUST NOTE: FNEA DECK 4.NOTE DOES NOT INDICATE EACH NEW DOOR PROIPOSED; ALLED SHOWER A.G. �- I. DUCT SHALL TERMINATE TO EXTERIOR rI SEE DESIGNATIONS 6 DOOR SCHEDULE. 515TER NEW UNIT Q 2.DUCT SHALL TERMINATE MIN. 3-O' FROM ANY STUDS TOSISTER NEW STUDS TO EXISTING STUDS r"I 5. PLACE DOORS 4" MIN. FROM PERPENDICULAR NALL5, 2 EXISTING STUDS ID6 0 � U -- OPEN I N65 U.O.N. 5. DUCT SIZE AS PER MANU. w >: 0- >- 6.INSTALL AS PER MANU SPEG.'s 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER --_. 'I. PROVIDE (2) 2"xIO" HDR., U.O.N. 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN p 10'-D" 13'-4y2" J Z C� Z CONSTRUCTION, FLEXIBLE TRANSITION DUCTS USED TO •�J CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 5 8 10 Q Z OSTAIR B RAILING NOTE: SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO EXIST. _ C� U • 2 I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI $ MIN. 10" EXCEED 8 FEET AND SHALL BE LISTED AND LABELED PROP. BATHROOM i c I m Q W W Tr - RISERS SHALL BE CL05ED IN ACCORDANCE WITH UL 2155A. STOOP 5o S.F. A `t 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL b.EXHAUST DUCTS SHALL BE MIN SURFACES THK RIGID Z W r NOT EXCEED THE SMALLEST BY MORE THAN ". METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS 1 %20 10 Qm3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-8". RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST IJJSTAIRS SHALL HAVE THE FOLLOWING CLEAR WIIDTHS: DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL EW 105 K W Z • 4.1. BETWEEN CLEAR HE16HT 8 HANDRAILS: 56" MIN. 5CREW5 uo < < < < Q Lu 4.2. BELOW HANDRAIL, RAIL ON ONE 51DE: 31.5" MIN. 'I. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER � 3 C W 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES: 27" MIN. LOCATION TO THE WALL OR ROOF TERMINATION. THE G 0 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 A-30 Z A-301 Q ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINIING FOUR FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90° 1-( 6'-4y2 12'-6y2 EXIST. I-I L1J to 0 OR MORE RISERS, AND WHERE SHOWN ON PLANS. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES n O 0 N aIll- W b. GUARDRAILS SHALL BE PROVIDED FOR OPEN-561DED NOT INCLUDE THE TRANSITION DUCT. N GARAGE 13 WALKING SURFACES LOCATED MORE THAN 30" ,ABOVE Cr 0 Lij FINISHED FLOOR OR GRADE, S WHERE SHOWN 01N PLANS. i • 7. 56" HIGH GUARDRAIL 8 SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE;56" HIGH O RESERVED `A NEW CONCRETE SLAB = V m 5. HANDRAIL.P BLE RAIL AS PER CODE. IOC d W W �✓ UNCONDITIONED SPACE O (� U a. RAILING TO BE WOOD. NEW PLUMBING FIXTURES: p GEIL. d WALLS TO BE 0 w 8O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. - SURFACED W/ TYPE X 5/8" GYP. BD. = Z Q SMOKE DETECTOR / GO DETECTOR NOTES: SEE AL50 PLUMBING GENERAL NOTES ON PAGE 5-002. AT EXIST. TYP. I HR PAR71ON UL: DESIGN U 505 V 0 to O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT' O SMOKE /CARBON MONOXIDE COMBINATION DETEiCTOR NEW FLOOR: BEDROOM (D Z I-.. HARD WIRED TO EACH OTHER w/ BATTERY BAGKWF. O 1. NEW J" PLYWOOD SUBFLOOR BENEATH (CLUE d SCREW); 2 Q N Lu rI 2.INTERCONNECTION BETWEEN NEW 3 EXISTING DEVIIGES 00 SCREW PERIMETER OF SHEATHING 6" O.G. 8 12" O.G. SHALL NOT BE REQUIRED WHERE EXISTING ALAR?-15 INTERIOR. at 6'-I" ARE NOT INTERCONNECTED, AS PER NYS R314.4. 2.NEW FINISHED FLOOR PER H.O. SELECTION r %%k 3. PROVIDE SMOKE/ GO DETECTORS AS INDICATED„ AND PER GENERAL ELECTRICAL NOTES ON PAGE 07-002. FAUX NEW TILE FLOOR: 4.SMOKE / CO DETECTORS TO MAINTAIN 3' MIN. ID 1. NEW TILE FINISH (H.O. TO SELECT) UPON SM/GO ® 0 til O MAN DOOR HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS 2.1 4" MUD5ET (LEVELED PROPERLY) UPON 5 f 105 d OPENINGS TO BATHROOMS w/SHOWER OR TUB. dJ 5. INSTALL ALL AS PER MANU. 5PEC.'5 5. NEW i" DUROGK GEMENTBOARD (OR EQUAL) UPON b.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 4.NEW i" PLYWOOD SUBFLOOR BENEATH (GLUE B SCREW); Q Ul PROP• p'R�P D NE SIT II CASE IN COMPLIANCE WITH LOCAL CODE SCREW PERIMETER OF SHEATHING 6" O.G. 8 12" O.G. ® 9'-4y2" v PWDR. i 2 WINDOW NOTE: INTERIOR. 2'-I" 5'-4" m RM 3 � � �� U� I R S. BED M. � OI. ALL NEW WINDOWS 8 DOORS SHALL BE ANDER5E`.N 109 7I S.F. P I Rr5.T 2ND LOOR d I NEW GUTTER O I-II" 104 -------------------- PROPOSED I A-SERIES (STORM WATCH) CASEMENT, DOUBLE-HUIN6, OR II SEE SPECIFICATIONS AT ELEVATION NOTES. PITCH GUTTER 102 1__i__i__ _______-__ A-301 SCREEN 2 'r�ss� XISTNo O REMAIN GLIDING (A5 NOTED). INSTALL AS PER MANU. SP&G.'S. TOWARD LEADER ON EITHER SIDE. \ 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROOPOSED; 3 _ 23'-q" � SEE DESIGNATIONS 4 WINDOW SCHEDULE. \ I' (NO WORK) � m 5. FOR SUBSTITUTIONS, SEE NOTE #q IN "CLASS WIND>OWS 12 NEW LEADER AND DOORS" ON PAGE 6-002. EE✓SPECtFJGATyONS/A'r ELEVATtQT41�9TE ©© � Ul N 4.ALL CASEMENT WINDOWS TO HAVE 57RAIOHT AR" HING 101 • EXIST. I X W, 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH NEW REINFORCED P. GONG, SLAB SM/CO 3 HALLWAY I w o 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: 13 1. NEW 4" THK. P. GONG. SLAB w/6"x6"-10/10 W.W.M. UPON EXTEND EXIST. cr 6.1. FOR ALL SKYLIGHTS b OPERABLE PANELS OF 2. 6 MIL POLY VAPOR BARRIER UPON COVERED PORCH I o v SWINGING, SLIDING, 8 BIFOLD DOORS 3. 4" (MIN.) GRAVEL BASE } TO ALIGN W/ EXIST. 1 OO -J - O SED 6.4. WITHIN STA�RWAYSF A �OWITHIN 36" OF A LANIDING I EXIST�G�O REM/41N AGADE. ----- -------J -- - U Q 6.5. WITHIN TUB/SHOWER ENCLOSURES 1 LU (NO WORK) o b.b. SEE ALSO GENERAL NOTES ON PAGE 0-0(02 ( aI -I. SEE PAGE 6-Oo2 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N. ( X m 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER [K�) 0 NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HIE16HT5 p ry N Z OTHIS HATCH INDICATES EXISTING AREAS TO REMAIN v ZwLE55 THAN 24' ABOVE F.F., THAT ARE MORE THAIN'I2' ABOVE GRADE OR THE ADJACENT SURFACE AT rrHE Q W > p.l BUILDING EXTERIOR. MODIFIED X LIVING ROOM 0 uw� Q EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING NO WORK `i CODE, 5EG7ION R310.2.1;THE FOLLOWING MEANS OF REPAIR, RESTORE, AND cc EGRESS SHALL BE FOLLONEDt MATCH EXISTING (SHADED) N EXIST, ADJACENT SURFACES, ui 24 NET CLEAR OFFNINS........... S.F. r---- , COVERED NET CLEAR HEIGHT............... 24" MINIMUM ORGH Q N NET CLEAR WIDTH................. 20" MINIMUM FIREPLACE TYPICAL BATHROOM NOTE: NO WORK. X O I. WALL BOARD REPAIR, RESTORE, AND MATCH EXISTING (SHADED) PROJECT: I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN ALL BATHROOMS ADJACENT SURFACES. EXIST, 1.2. INSTALL CONCRETE BOARD IN ALL 5HOWER:5 AND -- 2. SHOWERFDORS SURROUNDS PORCH - -- - - ---- TUB COVERED -- � ------ <<c* --0 ------ ' \ 0 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON / -------- �� ------ EXIST. 2.2. CONCRETE MUD-SET (SLOPE I/8" PER FOOT �X - DEN TOWARDS DRAIN) UPON 2.5. WATER PROOF MEMBRANE TO COVER 5H01^�ER _____ KITG EN EXIST. I, FLOOR, WRAP DRAIN d ATLEAST 18 UP WAILLS X 2440 VILLAGE LANE ORIENT, NY 11957 DRAWING TITLE: w PROPOSED FIRST FLOOR PLAN I Q x EXIST. DINING PAGE: ROOM X AAAM02m0l EXIST. UTILITIES DATE: 02/11/26 4 OF 10 XIS . EX ST STOOP, CEL AR OOR / X w REPAIR, RE5T0RE, AND MATCH EXISTING (SHADED) ADJACENT SURFACES. ? . A-201 i O N Q FROFOSEE�) FIRST FLOOR PLAN 50ALE: 1/4" = 1'-O" DOE I FERAL 5 I ' I50L E**%r : _ EXISTING TO BE DEMOLISHED r NEW PARTIAL HEIGHT HOOD WOOD FRAME (L.G. STL. V Q WHEN APPLICABLE) V O EXISTING TO REMAIN LLI Lu 0 NEW FOUNDATION WALL W NEW WOOD FRAME (L.G. _ ___I CD STL. WHEN APPLICABLE) cy) (U NEW I-HR FIRE RATED a MIN. (2) 2"x4" STRUCTURAL \VI a WOOD FRAME (L.G. STL. x POST FOR 4" WALLS 2 Z O WHEN APPLICABLE) (MIN. (2) x6 STRUCTURAL POST FOR 6" WALLS), U.O.N. Q = 0 NEW 2-HR FIRE RATED �' WOOD FRAME (L.G. STL. 03 NEW PLUMBING WALL C CV z O WHEN APPLICABLE) W �- LO Y 0 p O O 4-J C1 Im Z -O Om cu � FLOOR PLAN NOTES A-2o2 �, cV Q Q � CV O D DOOR NOTE: NEW LAUNDRY LOCATION: W Q O �" OI I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON O I. NEW WASH / DRY HOOK UP PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. d DOOR DIM.'s w/SIZE 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON OF EQUIP. PLANS BY 'ANDERSEN A-SERIES (STORMWATCH)' (OR 3.PROVIDE HOOK UPS AS REG'S PER MANU. Q N EQUAL). LO 3.SUBMIT MANUFACTURER'S SHOP DRAWING FOR FINAL LO q-6' REVIEW BY ARCHITECT DRYER EXHAUST NOTE: B B 4 Q 4.NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED; I. DUCT SHALL TERMINATE TO EXTERIOR vi SEE DESIGNATIONS 4 DOOR SCHEDULE. 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY 4 0 U 6.INSTALL AS PER MANU SPEG.'s 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER 6 5. PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS, OPENINGS U.O.N. 3.DUCT SIZE AS PER MANU. r____________________-__ W �; �'• ----- LINE OF FLAT GE ---------- J Z Z III � OF SLOP 'I. PROVIDE (2) 2 xl0 HDR. U.O.N. 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN " ---- ----- - --- ------- ---- ------------ ------ --- r__T__�' PROPOSED FIRST (LING CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO ---- -- d Q Z CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM h FLOOR STOOP _____ __________ --___-_______________ ! _ OSTAIR RAILING NOTE: SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO III BELOW LINE OF SOFFIT Z V U I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI 8 MIN. 10" EXCEED 5 FEET AND SHALL BE LISTED AND LABELED I CO W W UJ , , ,II I ~Tr - RISERS SHALL BE CLOSED IN ACCORDANCE WITH UL 2158A. q O W Z 2. GREATEST RISER HE16HT IN A FL16HT OF STAIRS SHALL b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID b 206 ,ry O r NOT EXCEED THE SMALLEST BY MORE THAN ". METAL w/SMOOTH INTERIOR 5URFAGE5 WITH JOINTS N I"" is I I I I I I � I � L.L '� 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-5". RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST Hi8 WATER FOR SHOWER ~ Q • 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL ( I I Ib-2" dJ Q W Z C 4.1. BETWEEN CLEAR HE16HT 8 HANDRAILS: 36" MIN. SCREWS 8-II PROP. CC W W c 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. '7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER WALK-IN 4 G Z 0 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES: 27" MIN. LOCATION TO THE WALL OR ROOF TERMINATION. THE A-301 GL _10-5- Q r l 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 O V ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR: FEET FOR EACH 45• BEND AND 5 FEET FOR EACH q0° OR MORE RISERS, AND WHERE SHOWN ON PLANS. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES Z 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED NOT INCLUDE THE TRANSITION DUCT. - Q W LW WALKING SURFACES LOCATED MORE THAN 30" ABOVE 203A PROP053=D 2O7 �j Q U • FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS.. BEDROOM m m 7. 36" H16H GUARDRAIL 4 SPINDLE SPACING NOT TO O WO IN V V ALLOW PASSAGE OF A 4" SPHERE;36.. HIGH O RESERVED NEW PERIMETER N 316 S.F. 0 HANDRAIL. SCREEN GUARD RAIL �, ! m 5 8 to O ' iv W = W 5. 6RIPPABLE RAIL AS PER CODE. DOOR Q W (j Q q. RAILING TO BE WOOD. NEW PLUMBING FIXTURES: _ p q m PROPOSED 8O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. 2 BATHROOM(B) I o = O Z LO SMOKE DETECTOR / GO DETECTOR NOTES: SEE AL50 PLUMBING GENERAL NOTES ON PAGE G 002. O "N r U � u Ln O 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT i 64 S.F.- PROPOSED _t� OI O n O m m (0 Z I`' SMOKE / CARBON MONOXIDE COMBINATION DETECTOR NEW FLOOR: DECK m+ Z; 202 3 IN �J LI W r 4 Q CV l HARD WIRED TO EACH OTHER w/BATTERY BACKUP. O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE S SCREN; Ibo S.F. J W 2.INTERCONNECTION BETWEEN NEW B EXI5TING DEVICES SCREW PERIMETER OF SHEATHING 6" O.G. B 12" O.G. ® ((• INTERIOR. SCREEN SHALL NOT BE REQUIRED WHERE EXISTING ALARMS DOOR I I SM/GO I I ARE NOT INTERCONNECTED, AS PER NY5 R314.4. 2.NEW FINISHED FLOOR PER H.O. SELECTION ELECTRIC 3.PROVIDE SMOKE/ GO DETECTORS AS INDICATED, AND O HEATING PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. NEW TILE FLOOR: I'-5" m BT MAT 4.SMOKE / GO DETECTORS TO MAINTAIN V MIN. 10 I. NEW TILE FINISH (H.O. TO SELECT) UPON 6'-1Oy2" HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS II 205 201 m 2.I MUDSET (LEVELED PROPERLY) UPON , 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. I 1- 3.NEW DUROCK CEMENTBOARD (OR EQUAL) UPON 5. INSTALL ALL AS PER MANU. SPEC.'S y2" = dH.03) 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); SCREW PERIMETER OF SHEATHING 6" O.G. 8 12" O.G. ® • IN COMPLIANCE WITH LOCAL CODE (p i WINDOW NOTE: INTERIOR. m 5M/GO DN 12 Tr �1,/2" m -------------PROPOSED OI. ALL NEW WINDOWS 6 DOORS SHALL BE ANDERSEN NEW GUTTER 2" 3_p RSED Ew TAIRGASE EXISTING TO REMAIN - (NO WORK) A-SERIES (STORM WATCH) CASEMENT, DOUBLE-HUNG, OR II SEE SPECIFICATIONS AT ELEVATION NOTES. PITCH GUTTER ____ _ r-, GLIDING (AS NOTED). INSTALL AS PER MANU. SPEC.'S. TOWARD LEADER ON EITHER SIDE. III 3_p 2'-q" I -�--� w 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED;. A-301 SEE DESIGNATIONS B WINDOW SCHEDULE. - �t 204 O g 3. FOR SUBSTITUTIONS, 5EE NOTE #q IN "6LA55 WINDOWS NEW LEADER -3 �0 2 z 2 2 N AND DOORS" ON PAGE 6-002. 12 SEE SPEGIFIGA ONS AT EVATI NOTES I 11, "-', m V w 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. rIz 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH NEW REINFORCED P. GONG. SLAB I z�m ® 3-jY2 11'-3y2 r O it 6.IN 6ENERAL, TEMP. 6L. SHALL BE PROVIDED: 13 1. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON 1 EXTEND EXIST. 6.1. FOR ALL SKYL16HT5 d OPERABLE PANELS OF ( O 2• b MIL POLY VAPOR BARRIER UPON I COVERED PORCFH ___i_--�-� = Z SWINGING, SLIDING, b BIFOLD DOORS 3. 4" (MIN.) GRAVEL BASE 3 \ =--r_-=7__J p V 6.2. WITHIN 18" OF F.F. ------ �_ L_ L _ _.L_ 1_ - YLLJ PROPOSED 11 I __ _l,__ 6.3. WITHIN 24" OF A DOOR EXISTING TO REMAIN X • X w Q 5M/GO 6.4. WITHIN STAIRWAYS b WITHIN 36" OF A LANDING (NO WORK) O 6.5. WITHIN TUB/SHOWER ENCLOSURES b.b. SEE AL50 GENERAL NOTES ON PACE 0-002 "I. SEE PAGE 0-002 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N. 0 I m I 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER D _ N N Z ww NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HE16HT5 tJ > LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN -!2' THIS HATCH INDICATES EXISTING AREAS TO REMAIN uN w wg ABOVE GRADE OR THE ADJACENT SURFACE AT THE a Q 2 o 0 BUILDING EXTERIOR. O w Z I U Q EGRESS NOTE: EXIST. RO IN COMPLIANCE WITH NEW YORK STATE BUILDING EXIST. BEDROOM � CODE, SECTION R310.2.1; THE FOLLOWING MEANS OF NO WORK. BEDROOM NO WORK. I O EGRESS SHALL BE FOLLOWED: REPAIR, EXIST. REPAIR, NET CLEAR OPENINe........... 5.7 S.F. RESTORE, 0 X HALLWAY X RESTORE, AND AND MATCH MATCH EXISTING a NET CLEAR HEIGHT............... 24" MINIMUM EXISTING 0 0 NET CLEAR WIDTH................. 20" MINIMUM (SHADED) (SHADED) GHINiNEY 1 ADJACENT TYPICAL BATHROOM NOTE: ADJACENT SURFACES. PROJECT: O I. WALL BOARD SURFACES. I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN EXISTING PORCH ROOF ; EXI5TING PORCH ALL BATHROOMS BLOYJ ROOF!BLOW 2440 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND ' TUB SURROUNDS 2. SHOWER FLOORS 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON NEW 45"x5(, 2.2. CONCRETE MUD-SET (SLOPE 1/5" PER FOOT I TOWARDS DRAIN) UPON / SHOWER 2.5. WATER PROOF MEMBRANE TO COVER SHOWER FLOOR, WRAP DRAIN B ATLEAST 0" UP WALLS I _><11 2440 VILLAGE LANE ORIENT, NY 11957 EXIST. X BATHROOM(G) DRAWING TITLE: o 'e 6 Exls .III PROPOSED SECOND FLOOR PLAN I II I X I 'I X I I I I I I I I I I I I I I I I u L__-_ J U 1 I I I I J 1 EXISTING ROOF rI I IL-------------- I II I 11 PAGE: i -' I BELOW J ------ r, L__L______________J___J ------- _______________I__J ---------------- li ®3 m I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L__________________________________________________J L---------------------------- DATE: 02/11/26 5 OF 10� I I I I I I I III I I I I III I I I I I III I I I I I III I I I I I III I I I 1 I III I I I I I III I I I I I III I I I I I III I I I I III I I I I I III I I I I I III I I I III I I I I Ifs L____ ____J r " --J 4 r--------- `---- --- A REPAIR, RESTORE, AND MATCH EXISTING (SHADED) ADJACENT SURFACES. r B � A-201 FROPOSED SEOONID' FLOOR PLAN SCALE: 114" = 1'-0" OENERAL 5*%r�l'50L <ENT" 12 NEW PARTIAL HEIGHT LEADER-- _" 0�2 CL EXISTING TO BE DEMOLISHED I 4::� < HOOD FRAME (L.O. STL. 0 WHEN APPLICABLE) W Lu EXISTING TO REMAIN Lu NEW FOUNDATION HALL NEW WOOD FRAME (L.O. cy) O STL. WHEN APPLICABLE) L) 7 7 7 --- 4-J c\j MIN. (2) Vx4" STRUCTURAL L0 NEW I-HR FIRE RATED m IEJ POST FOR 4" HALLS N C; Z) --- WHEN APPLICABLE) HOOD FRAME (L.O. STL. (MIN. (2) Vxb" STRUCTURAL POST FOR 6" HALLS), U.O.N. >: NEW 2-HR FIRE RATED z 0 P400D FRAME (L.O. STL. NEW PLUMBING WALL 0 c\j a. Lr) WHEN APPLICABLE) >) x C\i 0 1 0 0 CO JZ 0 r-- 4-J 4-J Lo DOOR SCHEDULEc\j C5 CD 0 .- a: 2: 6 MATE Lu DOOR MATERIAL _J FIRE RATING TAG DESCRIPTION PICO" LOCATION MANUFACTURER 45 MIN. RATED NOTES LX WIDTH HEIGHT c\j LO CD PROP05ED ri L FIRST FLOOR D E C< rq 12 STORMNATCH • >: >: 101 BEN SWING -511 LLJ z 5NIN0 ANr�)ER N/SCREEN ROOM -0 SWING HALL TO POWDER (01-51, 102 �F F 103 SWING HALL. TO CLOSET JELD-WEN VIF BEDROOM z Lu (D HALL 104 SWING uj 0 JELD-WEN :21-611 (01-all m PROPOSED ---------------------- 105 SWING BEDROOM TO JELD- :21-611 -all EXISTING TO REMAIN Lu Z F BATHROOM A (NO WORK) Lu uj GARAGE TO T--- I m -c- 106 DBL SWING ANDEF (01-0 5TORMHATCH EXTERIOR � - _ - __ -- —� I � Q (2) 2'-5" MAN _ NEW FLAT ROOF TO (1) 0 d DOORS MULLED TO _ FOLLOW ADJACENT a m ROOF Z 141-5" V-O" GARAGE, 10-7 GARAGE CUSTOM a,-O" 0 0 -- --- 11 uj W TOTAL RIGHT TO BE UJ OPERABL E, LEFT PROPOSED m < ------ ---------- --J] J TO B FAUX EXISTING TO ;ZEMAIN C-) V) JELD-WEN 21-611 61-511 (NO WO F< 0 w 10a SWING ENTRY' TO GARAGELu m uj BEDROOM TO 5TORMNATCH c) z f ll IOq SLIDING ANDERSON 51-4" _a C-) T1 a Lo CD Z BEDROOM A :21-6 &I-al • ��] I STORMNATCH Cq ui H J- 110 SWING STOOP THERM SECOND FLOOR HALL 'TO BEDROOM JELD-WEN Z-b" F -y-o- F 201 SHINS NO NOFK 202 VBL SWING DECK TO BEDROOM ANDERSEN (01-01, '71-011 TORMNATCH EXIST. ('INSWING) K/50REENS FLAT Root= TO -oil -01, REMAIN ANDERSEN STORMNATCH 205A FIXED F L E�J I 2055 FIXEDI ERSEN 51-011 7 0. ROOF TO TORMNATCH EXIST. EXIST. ROOF TO REMAIN I EMAIN Lu 204 SWING HALL TO LINEN I I-ro 11 0 00 205 RESERVED NO WORK i I o tz LU 0 it NALK-IN CLOSET SWING BEIDROOM To JELD-WEN '71-0" :206 - Z 0 CLOSET TO :21-9111 :20-7 SWING BATHROOM B JELD-WEN 'V-O" 2 OR z Lu Lu bNINDON CHART z 0 w - - - - - - — - - - - - - - - - - - - - - - - - I EGRESS CLEAR co ROUGH OPENING WINDOW DIMEN51ON OPENING LIGHT VENT 04 PROV. PROV. I TAG COUNT TYPE MODEL # WIDTH REOV: 20" TEMP. PER UNIT PEP, UNIT LU HEIGHT REOV: 24" lul L----------------J Li OPEN REOV: iil III 5.1 S.F. I I WIDTH HEIGHT WIDTH HEIGHT L_______________a 1L Ur1-1-I EXIST. ----------------L l I (BTORMNATCH) O A- DOUBLE-HUNG ADH50495 il -------------- ROOF TO --------------- PROJECT: 4'--74" q.06 rp.lb REMAIN AMH2544 (STORMHATCH) 41-4" 4.12 2440 I DOUBLE-HUNG NVH2510 (5TORMNATCH) 41-011 J" 4'-09" - -1 BT I DOUBLE-HUNG �AD�H:22 a44 (STORMNA' 7.11 4.12 2440 VILLAGE LANE ORIENT, NY 11957 ---------- ----------- DRAWING TITLE: L--------i--------J III L-----------I II PROPOSED ROOF PLAN ----------- PROPOSED WINDOW AND DOOR SCHED. PAGE: A-104m0l DATE: 02/11/26 6 OF 10 FROPOSED ROOF FLAN SCALE: 1/4" PORTION TO I EXI5TIN5 BE REMOVED I TO REMAIN ELEVATION NOTES v a I HATCHED AREAS INDICATE NEW WORK (TYP.) \ \ uj W OPROVIDE CONGEALED FLASHING AT ALL ROOFLLJ INTERFACES. - - ._- / -- - _ _J cu 71WO EXISTING , O3 TYPICAL ROOFING: I OR O ESERZ5 ON NORTH V ELEVATION TO BE REMOVED � I. SEE NOTE AT BUILDING SECTION FOR MINIMUM NO WORK Q b7 CONSTRUCTION STANDARDS Z) 2. NEW WHITE DUROLAST EPDM ROOF MEMBRANE O r- _ O 4 TYPICAL SIDING: i Z O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM O .� N CONSTRUCTION STANDARDS a Wcu 2. PROVIDE AND INSTALL CEDAR 5HINSLES AT MANID5ARD 5LOPINS ROOF TO MATCH EXISTING HOUSE IN MATERIAL, REMOVE EXISTINS GEILINS FRAMING, X N SIZE, DECORATIVE DESIGN DETAIL, SHAPE, FINISH AND ROOF STRUCTURE d DORMERS Q O Q 4..r LAYOUT Z O m ;�..� Z O O O NEW SEAMLESS G C UTTERS $ DOWNSPOUTS; (TYP.) ROOF 8 CEILING FRAMING TO --- - Q BE REMOVED 4 REPLACED W/ �yJ '- a O NEW LATTICE STRUCTURE FOR NEW ROOF DECK REMOVE -._ O TO MATCH EX5TIN5 I Q 0� C EXTEND EXISTINS PORCH PER PLAN AND O MATCH EXISTING CONSTRUCTION DETAILS AT Q DECK FRAMING, ROOF FRAMING, FASCIA, W REMOVE ■ REMOVE ■ RAILINGS, AND FACADE MATERIALS AND EXTERIOR SOFFIT W PROVIDE AND INSTALL HORIZONTAL CEDAR W _ Z O BOARDS TO MATCH EXISTING IN FINISH. PAINT — - ...i Z TO MATCH EXISTING HOUSE. Z � V U • — O CEDAR �" SOUARE BALLU�ERS AND 5" TOP L. Q W LW N n , it it Z RAILING W O Z W . —to FACIA/SOFFIT/WOOD TRIM OVER NEW DOORS I Q W W + NEW WOOD TRIM AND DECORATIVE PEDIMENTS, I Z Q II AT AREAS OF NEW WORK TO MATCH EX1571NO I O REMOVE EXISTING FIRST FLOOR WALL 6 �... Q Q HOUSE WINDOWS IN MATERIAL AND DETAIL. 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X PROJECT: FROFOSED NEST ELEVATION (REAR) 2440 SCALE: 1/4" = I'-O'I I PORTION TO I EX15TINO PROP05ED I EXISTINO BE REMOVED I TO REMAIN I TO REMAIN 2440 VILLAGE LANE i \ I ORIENT, NY 11957 DRAWING TITLE: PROPOSED EXTERI OR ELEVATIONS NO WORK PROPOSED EXTERIOR DEMOLITION NO WORK ELEVATIONS REMOVE EXISTING FIRST FLOOR: WALL d I X X ROOF TO ACCOMMODATE EXFPAN51ON OF EXISTINS COVEREW PORCH --- - -- - PAGE: REMOVE ROOF AND CEILING A-201m0l FRAMING d REPLACE N STRUCTURE FOR NEW ROOF DECK SEE STRUCTURAL DRAWINGS R DATE: 02/11/26 7 OF 10 I 4 REMOVE EXISTING DOORS El f:. I 6 E3 . DEMO NORTH ELEVATION (ill OHT SIDE) E3 PROP05ED NORTH ELEVATION (fib I OHT SIDE) SCALE: I/8" = I'-O" SCALE: 1/4" = P-O"