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HomeMy WebLinkAbout47596-Z o�SUFFotK�v TOWN OF SOUTHOLD �. BUILDING DEPARTMENT TOWN CLERK'S OFFICE 1 oy • o�� 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#: 47596 Date: 3/24/2022 Permission is hereby granted to: Ohayon, Gal 105 Freeman St Brooklyn, NY 11222 To: Construct new accessory garage in rear yard of existing single family dwelling as applied for. Minimum 5 foot setback required from rear & side property lines. Must maintain 20 foot separation distance from existing sanitary system. At premises located at: 745 Gagens Landing Rd, Southold SCTM # 473889 Sec/Block/Lot# 70.-10-32 Pursuant to application dated 2/24/2022 and approved by the Building Inspector. To expire on 9/23/2023. Fees: ACCESSORY $293.60 CO-ACCESSORY BUILDING $50.00 Total: $343.60 f Building Inspector SoulyO� l C7 10 - 3 a * # TOWN OF SOUTHOLD BUILDING DEPT. ia couro, 631-765-1802 qP" INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1'vII dui=v = 541 1� fo4/2 I 11 I 5 d , 4tQ C� L el� DATE INSPECTOR V OF SO(/THo� TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] CTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Cqapea-I� 1 1,0 �l eeegm-�- Do Goy i e' DATE INSPECTOR o�SUFFQc r4^11G TOWN OF SOUTHOLD—BUILDING DEPARTMENT ti Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone (631)765-1802 Fax(631) 765-9502 hltps://www.southoldtoMM.gov Date Received APPLICATION FOR BUILDINGo PERMIT For Office Use Only D PERMIT NO. V7✓ Building Inspector: FEB 2 4 2022 DD Applications and forms must be filled out in their entirety.Incomplete BUILDING DEPT. applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SOUTHOLD Owner's Authorization form(Page 2)shall be completed. Date:2/24/22 OWNER(S)OF PROPERTY: Name:Gal Ohayon SCTM#1000-70-10-32. Physical Address:745 Gagens Landing Road, Southold NY 11971 Phone#: Email: Mailing Address: CONTACT PERSON: Name: g ` Constan ' e Ri as - d+ y, Mailing Address:22 0 Main ad, Orient NY 11957 Phone#:917-509-87 -- _ --_ - _ Email:c@rigasco.Corn DESIGN PROFESSIONAL INFORMATION: Name:Joseph Fischetti P.E. Mailing Address:1725 Hobart Road Southold NY 11971 Phone#:631-765-2954" Email:jgsp h fischetti.com CONTRACTOR INFORMATION: , Name: 9 Cons ntine Ri iA `� e l..- ... .YhC� n - Mailing Address:2 60 Main oad, Orient NY 11957 Phone#:917-509-87 Email:C@rigasco.com DESCRIPTION OF.PROPOSED CONSTRUCTION, ®New Structure ❑Addition ❑Alteration ❑Repair El Demolition Estimated Cost of Project: R Other ACCESSORY GARAGE $40000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:Single Family_ __ _ Intended use of property:Single Family w/accessory garage Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes No IF YES,PROVIDE A COPY. ® Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and stone water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County;New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or 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. S of the New York State Penal Law. a Application Submitted By(print na �°e): /�� �e @Authorized Agent El Owner Signature of Applicant: Date: C STATE OF NEW YORK) CONNIE 0.BUNCH SS: Notary Public,State of New York COUNTY OF ) No.01 BU6185050 Qualified in Suffolk County Commission Expires April 14,2M--� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this Y � AL a da of 20�a' n^'( Notary Public PROPERTY OWNER AUTHORIZATION (See separate authorization) 2 February 6th,2024 •1 � i,,�� FEB 6 2024 Noga&Gal Ohayon 745 Gagens Landing Road yi •Do ?� Dx;I Q Southold,NY 11971 Town of Southold 54375 Main Road Southold,-NY 11971 Re: 745 Gagens Landing Road, Southold,NY To Whom It May Concern: Please allow this letter to be my authorization for HEIDTMANN & SONS, INC. to be the official agent for all aspects of the garage &house renovation work to be completed at 745 Gagens Landing Road,Southold,NY. Thank you Sincerely, oga&Gal Ohayon U Subscrib an wo me this day of r 2024 Notary u 'c .......... LORETTA LAMB State of N York Notary Public, #01 LA6179883 aualified in Suffolk County Term Expires December 31,20?� Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, Gal Ohayon,residing at 745 Gagens Landing Road,Southold NY 11971 do hereby authorize Constantine Rigas to apply on my behalf to the Southold Building Department for any and all needed permits. 2121122 (Owner's Signature) (Date) Gal Ohayon (Print Owner's Name) FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: February 6, 2024 TO: Jeff Heidtmann(Ohayan) PO Box 932 Cutchogue,NY 11931 Please take notice that your amendment drawing, received February 1, 2024: For permit to: Amend the current construction of an accessory garage at: Location of property: 745 Gagens Landing Road, Southold,NY County Tax Map No. 1000— Section 70 Block 10 Lot 32 Is returned herewith and disapproved on the following grounds: The construction taking place of an accessory garage on this nonconforming 15,603 sq.ft. parcel in the Residential R-40 District is not permitted pursuant to Article III Section 280-15 which states: "Accessory buildings and structures or other accessory uses shall be located in the required rear a�rd". The garage is located in the side mod. Please note, the garage currently has a building permit(#47596),for accessory in the rear yard; upon receipt of amended plans, along with an updated survey, the garage placement has changed and is now in the side yard. A Stop Work Order has been issued. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further-review by the Southold Town Building Department. CC: file,Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL Date: February 6, 2024 Revised&Renewed: April 5, 2024 TO: Jeff Heidtmann(Ohayan) PO Box 932 Cutchogue,NY 11931 Please take notice that your amendment drawing, received February 1, 2024: For permit to: Amend the current construction of an a6cessoKy garage, and to construct a covered front porch at: Location of property: 745 Gagens Landing Road, Southold,NY County Tax Map No. 1000—Section 70 Block 10 Lot 32 Is returned herewith and disapproved on the following grounds: The construction taking place of an accessory garage on this nonconforming 15,603 sq.ft. parcel in the Residential R-40 District, is not permitted pursuant to Article III Section 280-15, which states: "Accessory buildings and structures or other accessory uses shall be located in the required rear yard". The garage is located in the side yard. Additionally, and as per Article XXIII Section 28.0-124, lots less than 20,000 sq ft. in area require a front yard setback of 35 feet and are limited to 20%lot coverage. According to the most recent site plan, the proposed front porch has a front yard setback of 28'-8" and 20.8% lot coverage. Please note, the garage currently has a building permit(#47596),for an accessory in the rear yard; upon receipt of amended plans, along with an updated survey, the garage placement has changed and is now in the side yard. The breezeway shown to attach the garage does not meet the town definition of a, breezeway. A Stop Work Order has been issued. This disapproval was revised based on an amended site plan showing a front porch, received 41412024. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL Date: February 6, 2024 Revised&Renewed: April 5, 2024 Revised&Renewed: July 2, 2024 TO: Jeff Heidtmann(Ohayan) PO Box 932 Cutchogue,NY 11931 Please take notice that your amendment drawing, received February 1, 2024: For permit to: Amend the current construction of an accessorygarage, and to construct a covered front porch at: Location of property: 745 Gagens Landing Road, Southold,NY County Tax Map No. 1000—Section 70 Block 10 Lot 32 Is returned herewith and disapproved on the following grounds: The construction taking place of an accessory garage on this nonconforming 15,603 sq.ft. parcel in the Residential R-40 District, is not permitted pursuant to Article III Section 280-15, which states: "Accessory buildings and structures or other accessory uses shall be located in the required rear yard". The garage is located in the side yard. Additionally, and as per Article XXIII Section 280-124, lots less than 20,000 sq.ft. in area require a front yard setback of 35 feet and are limited to 20% lot coverage. According to the most recent site plan, the proposed front porch has a front yard setback of 29'-10" and 20.8% lot coverage. Please note, the garage currently has a building permit(#47596),for an accessory in the rear yard; upon receipt of amended plans, along with an updated survey, the garage placement has changed and is now in the side yard. The breezeway shown to attach the garage does not meet the town definition of a breezeway. A Stop Work Order has been issued. This isapprov was revised based on an amended site plan showing a front porch, received 41412024. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. r BOARD MEMBERS �df$�(/ly Southold Town Hall Leslie Kanes Weisman,Chairperson ,t0� ��p 53095 Main Road•P.O.Box 1179 Patricia � Southold,NY 11971-0959 atricia Acampora. Robert Lehnert,Jr. y Office Location: G Town Annex/First Floor Nicholas Planamento 54375 Main Road(at Youngs Av Margaret Steinbugler 'YCQ(f(J(�j,��'` Southold 171S http://southoldtownny.gov 2ot5 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD r ; ��i llf�Yhi° Tel.(631)765-1809 � Etd`z � oulcld "10 "r,of FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF APRIL 3,2025 ZBA FILE No.: 7982—AMENDED JULY 10,2025 NAME OF APPLICANT: Gal and Noga Ohayon PROPERTY LOCATION: 745 Gagens Landing Road, Southold,NY SCTM#1000-70-10-32 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and"determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. .PROPERTY IFACTS/DESCRIPTION: The subject parcel is a rectangular non-conforming 15,603 sq. ft. lot in the Residential R-40 District. The western property line extends 1 I I A5 ft.along Gagens Landing Road to the northerly property line which extends 140 ft.east along the adjoining residential lot to the north,ending at the easterly property line at a neighboring residential lot. The easterly propery line extends 111.45 ft.south along the adjacent residential lot to the southerly property line. The southerly property line extends 140.00 ft.west to Gagens Landing Road.The lot is improved with a one-story dwelling attached via a covered walkway to a one-car accessory garage,an in-ground swimming pool with masonry patio, a rear deck,a gazebo in the rear adjacent to the pool, and a pergola in the rear behind the garage,all as shown on the survey prepared by Barrett Bonacci&Van Weele,P.C.dated October 1,2024. BASIS OF APPLICATION: Request for Variances from Article III, Section 280-15; Article XXIII, Section 280- 124;and the Building Inspector's July 2,2024 Notice of Disapproval based on an application for a permit to Amend the current.construction of an accessory garage and to construct a covered front porch attached to a single family dwelling; at 1) accessory garage located in area other than the code required rear yard;2)construction located less than the code required minimum front yard setback of 35 feet;3)more than the code permitted maximum lot coverage of 20%; located at: 745 Gagens Landing Road, Southold,NY. SCTM No. 1000-70-10-32. RELIEF REQUESTED: The applicant requests: • A variance for a covered, unenclosed front porch with a front yard setback of 29'-10 3/8"versus the required 35' front yard setback for a lot size of less than 20,000 sq.ft. in the Residential R-40 District, as depicted in the site plan for the "As Built Garage Conditions Ohayon Residence- Proposed Front Porch Roof'prepared by Charles M.Thomas,Architect, dated April 3,2024 and last updated June 3,2024; Page 2,April 3,2025-AMENDED JULY 10,2025 #7982,Ohayon SCTM No. 1000-70-10-32 • A variance for 20.8%lot coverage versus the code required 20%maximum lot coverage,for a lot size of less than 20,000 sq. ft. in the Residential R-40 District, as depicted in the site plan for the "As Built Garage Conditions Ohayon Residence-Proposed Front Porch Roof'prepared by Charles M.Thomas,Architect,dated April 3,2024 and last updated June 3,2024; • To legalize an as-built accessory one-car garage in the side yard versus the code required rear yard,as depicted in the survey prepared by Barrett Bonacci&Van Weele,P.C.dated October 1,2024;and in the site plan for the"As Built Garage Conditions Ohayon Residence - Proposed Front Porch Roof' prepared by Charles M. Thomas, Architect, dated April 3, 2024 and last updated June 3, 2024; and in the site plan for the "As Built Garage Conditions-As Built Garage"prepared by Charles M.Thomas,Architect,dated January 2,2023. AMENDED APPLICATION: During the hearing the Board noted discrepancies between the site plan for the"As Built Garage Conditions Obayon Residence - Proposed Front Porch Roof' prepared by-Charles M. Thomas, Architect, dated April 3, 2024 and last updated June 3, 2024, and the survey prepared by Barrett Bonacci & Van Weele,P.C.dated October 1,2024,specifically that certain structures depicted in the survey were not included in the lot coverage calculation shown on the site plan. The applicant was asked to re-calculate the lot coverage including all applicable structures. On March 27, 2025 the Board received an updated survey prepared by Barrett Bonacci& Van Weele, P.C. dated October 1, 2024, last updated March 7, 2025, indicating amended lot coverage of 23.9% compared to 20.8%as originally applied for. ADDITIONAL INFORMATION: The applicant's agent submitted a letter dated February 12, 2025 stating that the property owners are willing to remove structures on the property built without permits as a condition of approval The subject parcel is covered by Certificate of Occupancy No.Z-4954 dated December 21, 1972 pursuant to Building Permit 6156-Z dated October 2, 1972 for a private one family dwelling. Improvements to the subject parcel are covered by: Certificate of Occupancy No.Z-34520 dated August 25,2010 pursuant to Building Permit 34642-Z dated April 30, 2009 for an accessory in-ground swimming pool with fence to code as applied for. Building Permit #47649 is referenced on the property card copy submitted with the application. Building Permit #47649, dated April 6, 2022, and pursuant to an application received February 24,2022, is for"Construct interior alterations and garage conversion to living space at existing single family dwelling as applied for." A"Stake Diagram-Proposed Garage"survey prepared by Barrett Bonacci&Van Weele,P.C.dated March 1,2023 showing the location of the proposed garage in the side yard was included with the application. The stake diagram references a"Sketch Plan Provided by Heidtmann& Sons,Inc. last dated February 10,2023." i A Stop Work Order dated February 5,2024 for Building Permit#47649 was included in the application.The Building Department's Notice of Disapproval dated February 6, 2024, revised and renewed April 5, 2024 and July 2, 2024, notes that "the garage currently has a building permit (#47596) for an accessory in the rear yard; upon receipt of amended plans, along with an updated survey,the garage placement has changed and is now in the side yard. The breezeway shown to attach the garage does not meet the town definition of a breezeway. A Stop Work Order has been issued." During the hearing ZBA staff located Building Permit 447596 referenced in the Stop Work Order and read into the record that this permit was issued to construct a new accessory garage in the rear yard of an existing single-family dwelling with a minimum 5-foot setback from the rear and side property lines. No letters from neighbors or other agencies were received regarding this application. Page 3,April 3,2025—AMENDED JULY 10,2025 #7982,Ohayon SCTM No. 1000-70-10-32 By letter dated July 2,2025, the applicant's representative,Megan Carrick of Charles M. Thomas, R.A., PLLC, requested that the Board amend the decision rendered on April 3, 2025 by removing Conditions #2, which requires that the septic system on the subject property must be approved by the Suffolk County Department of Health Services (SCDHS). She indicated in her letter that in speaking with a staff member of the Town's Building Department,that SCDHS approval should not be required. At the July 10, 2025 Regular Meeting, the Board members voted unanimously to AMEND Condition #2 to read: "The septic system on the subject property must be in compliance with the Town of Southold Building Department." FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 6,2025 at which time written and oral evidence were presented. The hearing was adjourned to March 6,2025 at which time the hearing was closed subject to receipt of additional information. 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: 1. Town Law§267-b(3)(b)(1). Grant of the front yard setback and legalization of the as-built accessory garage will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. This residential neighborhood on the north side of Goose Creek is architecturally diverse with a mix of one-story and two- story dwellings some of which appear to be original one-story ranch style homes and some to be homes since remodeled and expanded to two stories. Garages attached'to one or the other side of a house are common in the area as are modest front stoops and unenclosed front porches. Grant of the lot coverage variance as amended will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The density of structures in the rear yard could establish a pattern of excessive lot coverage contrary to the intent of the zoning code. 2. Town Law 4267-b(3)(b)(2). The benefit of a covered front entry porch sought by the applicant cannot be achieved by some method feasible to the applicant other than an area variance.The existing dwelling is set back 35 feet from the front property line so any addition at the entry will incur an area variance. The as-built one-car garage could have been placed in the required rear yard,as depicted in Building Permit#47596, however it meets side yard setback requirements, its appearance is in keeping with fully attached garages in the neighborhood, and its location adjacent to the dwelling, set back from the dwelling's front face,and attached via a covered walkway, is more functional than a rear yard location. The benefit of the covered porch and one-car garage caused the need for a lot coverage variance as amended,which can be brought into greater conformity by reducing or eliminating other structures on the parcel, specifically the as built pergola and as built gazebo. 3. Town Law§267-b(3)(b)(3). The variances granted herein are mathematically substantial,representing 15%relief from the code for the covered front porch and 100% relief for the garage in the side year. However, similar front porches with similar front yard setbacks are common in the neighborhood and the visual appearance of the semi- attached one-car garage is similar to and less bulky than the appearance of attached garages that are also common in the neighborhood. The as-amended lot coverage variance sought is mathematically substantial,representing 19.6%relief from the code. No evidence was presented to establish that excessive lot coverage is common in the neighborhood. Page 4,April 3,2025—AMENDED JULY 10,2025 #7982,Ohayon SCTM No. 1000-70-10-32 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood, however given the proximity of Goose Creek to the south, it is prudent to adhere to lot coverage requirements.The applicant ,must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law&267-b(3)(b)(5). The difficulty has been self-created. The 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 on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase.The applicant built the one-car garage in other than the required rear yard, received three notices from the Building Department indicating the need for amended plans prior to receiving a Stop Work Order, and completed the garage project in spite of the Stop Work Order. 6.Town Law 4267-b. Grant of relief for the front yard setback and the garage location as applied for is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a covered front porch and an easily accessible one-car garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Grant of the lot coverage relief as amended is NOT the minimum action necessary and adequate to enable the applicant to enjoy benefit of a covered front porch and an easily accessible one-car garage. There are multiple structures on the parcel which could be altered or removed to bring the lot coverage more into conformity with the code. RESOLUTION OF THE BOARD:In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Steinbugler,seconded by Member Weisman(Chairperson), and duly carried,to GRANT the variances as applied for front yard setback and garage location and shown on the Architectural Plans "As Built Garage Conditions Ohayon Residence dated January 2, 2023 and Proposed Front Porch Roof'last revised June 3,2024,prepared by Charles M.Thomas,Architect, and DENY as Amended the lot coverage variance of 23.9% depicted in the survey, and GRANT ALTERNATIVE RELIEF of 22%. Before applying for a building permit, the applicant or agent must submit to the Board of Appeals for approval and filing, two sets oftlie survey and recalculation of lot coverage conforminz to the.alternative relief granted lierei�r. The ZBA will forward one set of approved, stamped drawings to the Building Department. Failure to follow this procedure may result in the delay or denial of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall remove the as built gazebo and pergola and submit to the Zoning Board two revised signed and sealed survey's depicting the Alternative Relief granted for Lot Coverage of 22%. SepAees—The septic system on the subject property must be in compliance with the Town of Southold Building Department Page 5,April 3,2025—AMENDED JULY 10,2025 #7982,Ohayon SCTM No. 1000-70-10-32 3. The proposed covered front entry porch and the pre-existing front porch may not be enclosed in anyway. 4. The proposed covered front entry porch may contain only basic electricity for ambient lighting. 5. The applicant must apply to the Building Department for a building permit for the "as built" garage within 90 days of the date of this decision and submit same to the Office of the Zoning Board of Appeals,or submit a written request for an extension to the Board of Appeals setting forth the reason(s)why the applicant was unable to obtain a building permit in the time allotted. 6. The applicant must obtain a Certificate of Occupancy from the Building Department for the"as built"garage and submit same to the Office of the Zoning Board of Appeals within 12 months of this decision or submit a written request for an extension to the Board of Appeals setting forth the reason(s)why the applicant was unable to obtain a Certificate of occupancy in the time allotted. 7. Prior to obtaining Certificates of Occupancy the applicant shall submit a revised site plan showing the removal of the pergola and gazebo. 8. The "as built"improvement(s)may not be used until a Certificate of Occupancy has been obtained. This approval shall not be deemed 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 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, provided de mmrnus relief is requested within one year of the date of this decision Any time after one year.the Board may require a new application. E"ORTANT LD41TS ON THE APPROVAUS)GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or 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 of a Stop Work Order,and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings,siteplan and/or survey cited above,such as alterations,extensions,demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformides under the zoning code. This action does not authorize or condone any current or future use,setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. TRWE LINMS ON THIS APPROVAL: Pursuant to Chapter 280-146(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 PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH . Page 6,April 3,2025—AMENDED JULY 10,2025 #7982,Ohayon SCTM No. 1000-70-10-32 THE CODE REQUIRED TIME 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),Planamento,Acampora,Lehnert and Steinbugler.(5-0) &L Leslie Kanes Weisman,Chairperson Approved for filing �/ /J/2025 AMENDED JULY 10,2025 OCCUPANCY OR APPROVED AS NOT D USE IS UNLAWFUL DATE: _ B o xs WITHOUT CERTIFICATE .FEE: 3 BY: OF OCCUPANCY NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR-THE FOLLOWING INSPECTIONS. 1. FOUNDATION TWO R: QUIRED. FOR POURED CONCRE'l rz 2. ROUGH FRAMING & PLUMBING 3. INSULATION 4. FINAL'-'CONSTRUCTION MUST BE :COMPLETE FOR C.O. 'COMPLY WITH ALL CODES OF ALL CONSTRUCTION SHALL MEET THE NEW YORK STATE & TOWN CODES REQUIREMENTS OF THE CODES OF NEW AS REQUIRED'ANO CONDITIONS OF YORK STATE. NOT RESPONSIBLE FOR DESIGN OR ,.CONSTRUCTION ERRORS. S66TH00TOWN BA Son OLD TOWN-PLANNING BOARD SOUTFIOLDTOWN TRUSTEES N.Y.S.DEC TRUSS PLACARDING REQUIRED RETAIN STORM WATER RUNOFF Ali exterior lighting PURSUANT TO CHAPTER 236 installed,replaced or OF THE TOWN CODE. repaired shall conform to Chapter 112 of the Town Code t ��+cr�uc�.n�s�+crioN rt�pUf�a -- — — — — — — — — — — — — -T— — — — — — — — — — — — —I O77 Simpson HDU Simpson HOLf N Hold Down Hold Down (2)2X6 Post to Ridge RIGAS DESIGN BUILD 2x8 OF#2 RR @ 16"OG I 2x8 OF#2 RR @ 16"OC, I � I I Joseph Fischetti, P. E. 12 I 12 r I I PROFESSIONAL ENGINEER 7 [7 1z a- XI � I I 2/18/22 (2)2x6 Simpson HDU Simpson HDU i Hold Down Hold Dow Post to d I Ridge I - - - - - - - - - - - - - - New Accessory Building 211/2" 101" 19" 1011, 211/2" ROOF PLAN 22' 5GALE: 1/4" = 1' 745 Gagens Landing Road Southold NY 11971 FOUNDATION PLAN 5CALE: 1/4" = 1' 12 (z)1-3/4XI6 'f ML RIDGE 3/4"CDX PLYWOOD do SHEATHING 2X4 HANGER EP EVERY PROJECT-TEAM: (2)2x6 Post to ;; 2XI2 DF#2 CJ @%"OC `t Ridge — _ W *CEILING JOISTS TO BE INSTALLED IN Designer/Builder FUTURE IF STORAGE IS REQUIRED t � RIGAS CO _ , o E]EIF] Le a LIE] OF 222 m LJU❑ El�a ��❑ �a❑ 60 main road, orient ny 11957 �J l Naad 5iding'u�tth 631 3238022 �'"d�rtme" �' c@rigasco.com p 5/4"COX Sheathing, r 2x6 Stud Walt(Typ) J > J 2�tlaGQ Bill Flate Termite Shield Engineer X - Sill Seal Joseph Fischetti, P.E. r- - - - - - - - -i r- - - - - - - - � - �,, • . ,. •. . . ;, 1725 Hobart Rd, Southold NY 11971 4"CONC.-SLAB,REINFORCED p,' s"PC WALL m ( I I I OVER COMPACTED FILL 631 7652954 a, (2)2x6 I _ _ "`" P: Post to {2) i67$"FIG. O I I Ridge ( I (2) #4 REBAR I I I (2)2xl0 Header (2)2x10 Header - - - rl n Scale as Noted JIF@ 2' 8' 2' 8' 2' • I 22' ILI �.w%ni:raauC i FLOOR PLAN .VP9bQW QPENING `� ` PNit1:•u�4REf}'V44S.Ft ���� i� >,�.°� Yq�� • r v E 11 — B 5GALE: 1/4 — 1 Al P.WH.SPAN ClF T9l TlM116 iHT— � �,� ' ,`,�`-'• AknkiMbX W 4W1FA 5 �"� K't.. WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SM IW9.1.2,2A1S IBC:ALTMIATNE FOR DPF,1NG PR=MON(IF NOT USING IMPAUGlA7.ING) 1 W[VDBAANF'DEAR15 PAt3�ELTiDN PASPPNIMP"1]�RWIf MB kTAD5TV1kTPBAl PPNEIS W04P1 BTRlIR11RH.RWk.S N'E1HA MEN'wUXI TINCYflESEOF f1IN , 11N0lFA?1ABRr1AAVR 5RW E>F BfEFE SWW.BE EfRWT"D A!lR WEIPJGA -"VOM EN QIE DtH14K&$AND ND TOUI6 L4Df5 Y$oeTo 6LTN '•,�L./ =C•'.",� GMAVXA(EDP^E/1RGSW�fl1#T,N'NN9n fNFWtF0.EMW1RPt(RFV9l}b%L'�R'xJ 16p91.11609�63 MWt�fAf lFM.t.I OF N,k.5 RE:'NPNrb4 �#SZINICnc"CWE}TIL^ISIgiAA�."iIIttltohV�#51CNAR6sWE Ni IXEXIEN+slwST"N'EDCaBi+WtC.PE l49VNLY5HHERf.wPluAttF. __ _�y�+:.� ,lu PAN6Lf FB15T K IXrt 19 W 6 AASS gCADV i0 u6C DNAVYNf+N WIAflWK.WDMDR6.91VVflftb MGRK>LWLSaIPCDPON N61gTPP"1DYii"'K M WNAL ^'. .,.•,' . xnnawnvE NusTM.OJMPN�v31aKiF0.5PpR wsrnunPN. RIGAS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS DESIGN/BUILD USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION, FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, KING STUDS Joseph Fischetti, F. E. ENDWALL RAFTER WALLSTUD u CRIPPLE STUD BOTTOM PLATE PROFESSIONAL ENGINEER RIDGE HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL JACK STUDS RAFTER FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OFALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS CONNECTTO 1 SIDE OFALL CORNERS ON LOCATION USP NUMBERI DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION 2ND. ADS5 HOLD DOWN BOTH BOT.PLATE OF 2ND FLOORAND TOP SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 I LS26 118ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL. THE FLOORS TO EACH OTHER W1 THREADED ROD JALL OPENINGS1 RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 118ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE LOCKING 024"OC WALLSTUD go 2/18/22 THROUGH-ROOF EXHAUST VENTS SELECTED AND METAL STRAP LOCATED BY CONTRACTOR CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN SIDEWALL FLASHING VENTILATION WOOD JOIST FOUNDATION TOP PLATE BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL—MAINTAIN GAP ATTIC SHALL SE PROVIDED WITH A FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND WALL STUD MINIMUM NET FREE VENTILATING AREA - - GUTTER New Accessory Building INSTALL 4'0"O.C. ROOFING TO AVOID SOAKI G NOT LESS THAN I/150 OF THE AREA OF WOOD GIRDER 4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS THE SPACE VENTILATED, ALL OPENING I ONTIN. SCREENED V ON ALL OPENINGS SHALL BE COVERED WITH CORROSION- PROVIDE HEMMED EDGE RESISTANT METAL MESH WITH MESH CO, SOFFIT/EXT.PLYWOOD INSTJACKSTUC. FLASHING TO FORM CHAN LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF Iq INCH IN DIMENSION. SOFFITED EAVE 745 Gagens Landing Road 8"-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS AND SO AS F MAINTAIN IR CONNECT TO ON ALL OPENINGS / GAP TO PREVENT CAPILL RY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4' ACTION CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS Southold NY 11971 14"-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS / 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER ONALLOPENINGS KEEP ROOFING NAILS OUT SOFFITED EAVE DETAIL 2ND.FLOOR WALL OF FLASHING ROOFING LAPS BASE —__ FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING 14 SHINGLES AT SASE MIN,4 INCHES I THROUGH VENT WOOD JOIST TOP PLATE 0 PROJECT TEAM: SV E W 74 LL FLASHING GIRDER/HEADER — 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS oqg"OG WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES—PROVIDE HEMMED EDGES SO RAFTER INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND 4"-8- LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION Designer/Builder PRE-MANUFACTUREDMIN, ALL JOISTS CONNECTED 70 A FLUSH HEADER TO B£SUPPORTED WITH IN T L OPENINGS RAFTER/PLATE RT15 TYDOWNANCHOR CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE INSTALL4'0"O.C. THE PROPER STEEL CONNECTOR. 8"-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE,SET FIR JOISTS APROX. V2"HIGHER THAN LVL HEADERS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SWRINKAG£.4 REDUCE BUMP OUTS R I GAS CO ON ALL OPENINGS PLATEANALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF DBL.SILL PLATE 22260 main road, orient ny 11957 TERMITE SHIELD �—SUBFLOOR SILL GASKET WOOD JOISTS 631 3238022 CONC.SLAB NEOPRENE ' ( c@rigasco.com TYP.CONC.FOUNDATION C 6 MIL.POLY GASKET ��. 2x6/2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR V' BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR V ° v GRANULAR FILL STEEL COLUMN � 1'n ' - , � I/2"DIA. BOLTS.48"o.c.STAG. him CONC.SLAB a I a p D r°n \ ROOF JACK 11�� ` ' STEEL BEAM 4 V C COMPACT FILL 4"x 1/4"x 8" STEEL v ROOFING LAPS TOP AND BOTTOM PLATE Engineer KEYWAY FOOTING o n Q•n �_p Q CONC.FTG. •d Q•p L o' FLASHING AT . WITH 1/2"x S"ANCHOR BOLT o ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS (USP LBPS58 OR BP583) SIDES AND TOP ., I/2"GROUT p REINFORCING BAR DRAIN TILE p . ANCHOR BOLT CONNECTION FOUNDATION 5/8"DIA.ANCHOR BOLT - I I 3"STEEL COLUMN Joseph F i sch etti, P.E. SUPPORTING MAXIMUM SPACING FLASHING LAPS , (10 KIPS)CRAWLS ACE OR FOUNDATION)SILL PLATE TO FOUNDATION 1 STORY 72"OC ROOFING AT BOTTOM - 1725 Hobart l Rd, Southold NY 11971 TYPICAL CONC. FOUNDATION.APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36"OC TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONG,FTC. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARINCs 631 7652954 WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC SLAB-ON-GRADE ROOF JACKS 4 VENTS DETAIL CONC.SLAB / I r SUBFLOOR 6X6 10/10 WWM DOOR FRAME COMPACT FILL ' GARAGE_ I ' I USE 2X8 JOIST 4"SLAE1 FOR BLOCKOUT STEEL BEAM _ P.T.PLATE W/b6 X WMM I SLOPE 1/2"AIR SPA//CE �` p• e 4'DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT • ., AT END AND �, ,,.�,,� e• (WITH A NAILING PLATE IF NEEDED) GRADE a '"-- c�-=--:�-=-- c W ,o SIDES OF WOO o`o O s o •• ' TO BE APROX 1/2"OR HIGHER THAN SEAMS STEEL BEAM TO ALLOW FOR SHRINKAGE 12" _ 6X6 W.W.M. — — r e I II _i� • Q • ••' •• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) eo MIN. /%c e n c Q'o Q'4 /' ° o ��NOTCH BEAM FOR MUDSILL IF REQUIRED—MAXIMl11 _ o e r�BUBFLOOR Scale a s Noted a REINFORCING BAR NOTCH EQUALS I/4 DEPTH OF BEAM O ° °s .o • REINFORCING BAR ° n n•e > I I�I I DRAIN TILE �� /I °•° � •• C �•' e� e Q�JOIST 12" e SHEET METAL/30"FELT UNDER BEAM AT POINT /)•x g o o STEEL BEAM o ° ' OF CONTACT WITH CONCRETE OR CONC.BLOCK — • TYPICAL CONC,MONOLITHIC FOUNDATION,REINFORCE WITH(2)"4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° A SHIMS TO LEVEL BEAM PLATE(BOLTED TO SEA ) REINFORCE FOOTING WITH(2)•4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET t c, t` LC A2 RIGAS DESIGN/BUILD GENERAL NOTES WiND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters In accordance to table 3.4. NAIL NAIL JOINT DESCRIPTION TOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of tOd common nails required QTY. SPACING a � CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of Ed nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) Joseph I S eh eft IF. E. TOE-NAIL 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMONRAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) Intent and framingdetails.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to to late shall be in CEILING JOIST B'WALL:3-8d COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE eY $ $ P P TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall to late and the wall to FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES $ p p $ p p p plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 PROFESSIONAL ENGINEER construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL UNINHABITABLE ATTICS ( ) sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. (No STORAGE) 70 EXTERIOR LIGHT FRAME WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH IJ180 CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND INTERIOR WALLS AND PARTITIONS H/180 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: 30 INTERIOR(LIGHT FRAME)WOOD WALLS to COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS FLOORS meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in INTERIOR(LIGHT FRAME)STEEL WALLS 5 L/360 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(B"THICK) BO CEILINGS(PLASTER,STUCCO) L/360 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE CONCRETE WALLS(6-THICK) 65 CEILINGS(GYPSUM) L/240 accordance with table 3.3. TO RAFTER 2 8d COMMON FIRE ESCAPES 40 END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.20001bs EXTERIOR WALLS(PLASTER,STUCCO) W360 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON PASSANGER VEHICLES 5o EXTERIOR WALLS(BRITTLE FINISHES TO RAFTER END NAIL ) H/240 First wall studs shall be connected to the foundation,Sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) H/120 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) t/600 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches In masonry block foundations,or lapped under L NAIL STAIRS 40 NAIL construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAI SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor boltQTY EXPOSURE LOAD)RY (DESIGNED FOR EXPOSURE C) TOP PLATE specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 2-16d COMMON 4-16d COMMON FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 2/1 8/22 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabraded fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD TO 2-16d COMMON 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE STUD O.C. NAIL attached with 8d common nails at 6"Interior at the panel edges and 12"its in the field,and FIRE PROTECTION Ym' SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7).The General Contractor p to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE SMOKE&CO2 DETECTORS such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES. NAIL CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. 6).TYPE It EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3-16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL length adjustment factors in table 3.16. FLOOR JOIST,BAND JOIST, 2-16d coMMO CLIMATIC & GEOGRAPHIC DESIGN CRITERIA !n J FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD HAZARDS 2).All footings to rest on undisturbed(virgin)soil. Allowable arwall ll lengths provided in table nne shall shall permitted o be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED New Accessory Building $ ( $ ) interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO 3).Provide 1/2"expansion joint material between concrete slabs and abutting P y' 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE New TO: PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-Sd COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS' 4).Any new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE " with table 3.5.Window sill plates shall be have steel connectors in accordance with table 2-8d COMMON SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 745 G ag e n s Landing Road be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. P TO JOIST END NAIL 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5)-Unless otherwise noted,all slabs l grade to be ire mesh r,Concrete to be TO JOIST 2-Ed COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6" O.C. SEE NOTES:i(BOTH FIELDS) Southold N Y 119 71 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE 3-16d COMMONO.O.C.. 8d COMMON @ 12 BLOCK NAIL @ NOTE:2 FOR PANEL FIELD 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES:1.3 8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8dCOMMO PER TOE NOTES 7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAiL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMON JOIST I NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMON PER TOENAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT S"E NOTE:1 FRAMIFwashers and nuts. 2).Tabulated 12 Inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. NG NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with 1).All framing techniques and method,as prescriptive design of current SBC_High Wind NAIL •NAIL For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. Edition Wood FramingConstruction Manual. 3).Posts supporting girders that a anchored w a l washers a thick concrete footing, JOINT DESCRIPTION PROJECT TEAM: Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.43.Tor below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 Inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c,unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.C. Sd COMMON @ 12"O.G. SEE NOTES:1,3(BOTH FIELDS) where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD Designer/Builder 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. Sd COOLERS Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.0.FIELD INTERIOR ZONE Sd COMMON @ 6"O. 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)Jack studs and(2)full length studs on each side of openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall WALL SHEATHING: between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings to irder s. NAIL NAIL R I GAS C O and blocking where applicable. $ () JOINT DESCRIPTION Q.�, SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 5).All flush beams/headers to be installed with heavyduty 8).Covered Roofs shall be assembled and anchored the same manner as a typical building, STRUCTURAL AS PER TABLE 3.9 y galvinized hangers and PANELS Bid COMMON WFCM-SBC be For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 22260 main road, orient ny 11957 anchors where applicable to all connecting joists. PLUMBING NOTES be used. 7/16"OSB 3"O.C.EDGE 6d COMMON 6).Double u floor ousts under walls that run parallel to the floor and under bathtu s. 1).All water supply,drains a and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2 .Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with 631 3238022 P ) P ) $ $ P ) Floors to have ceramici tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. 5d COOLERS P WALLBOARD 10"O.0.FIELD c(@rigasco.com 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. IZZPI other access openings unless otherwise noted(typical). FLOOR SHEATHING: 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 8).Dormers running up roof rafters are to be supported b double rafters on either side provide adequate bracing and plates to protect and secure the structure.Vera with the JOINT DESCRIPTION Y QTY. SPACING 1).PROVIDE 5/8^TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. where applicable unless Otherwise noted. state Code and manufacture's recommendation for maximum hole Size and Spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 8d COMMO 9).Provide blocking bridging in floor oasts at 8'O o.c..Use solid blocking in floor oasts 1"OR LESS 12"O.G.FIELD (5.75.0 FT.2ND.FLOOR) j $ ) MIN.44"SILL•AFF Engineer under all bearing walls. 1 P g pp safety NOTES: NYS Residential Code provided - cut o OCKING REQUIRED).Mechanical subcontractor Is responsible for adhearin to all applicable codes and safe Flreblockfng shall be rovlded to cut off all concealed draft openings re uirements, pa (both vertical and ho space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as q NOTE: end to form shall ll eck ro fire barrier between stories,and between a top story end the roof space. THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Flreblocking shall be provided Inwood-frame construction In the following locations. neet:ed. 2).HVAC subcontractor is to full coordinate all q y system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. I).In concealed spaces of stud walls and partitions,including furred spacer,at the ceiling and floor equipment supplier, levels.Concealed horizontal Poised spaces shall also be kreblocked at Intervals not-edln Joseph 11)-Unless Otherwise noted,all roofs end Walla o have a minimum 1tes thick,headers. Fir feet.Batts or blankets of mineral or glass fiber shall be allowed as fimblocidn In walls constructed F i s ch etti P.E. CDX exterior sheathing grade plywood.Plywood to cover over lases and headers. 1).Nailing requirements are based on wall sheathing g P 3.HVAC subcontractor to provide final SOIL COMPACTION: using parallel rows of studs or staggered studs. � p system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech I Contractor and owner for final review and approval. Is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILLTO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2 At all Interconnections between concealed vertical and horizontals 1725 Hobart Rd Southold NY 11971 plywood subfloor P $ $ ) paces such as occur at soffits, shear capacities,nailing requirements for structural TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings. s (] /� adheredwithPper adhesiveandscrewedtofloorjoists.Finishedfloortobeinstalled ELECTRICAL NOTES P $ q R EMOVEANDADDADDITIONAL FILL AS NEEDED. 631 7652954 members shall be doubled,Or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such a5 shear plates,shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stain shall comply with current N.Y.S.Residential Code. 1).All electrical t0 be installed a5 per N.Y.S.Residential COnS1TUCtlOn(Ode. DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at calling and floor level,to resist the free passage of ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION, flame and products of combustion. to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION. 5).For the flreblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 3).All electrical work to comply with 2014 NEC. to be reduced tot-16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 1EXTERIOR FIBERGLA11 COLUMNSTO 1IE HB&G be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH cAP AND BASES.USE WITH FLASHING CAPS TO COVER TOP Scale as Noted ir -4 A3 x d. ARCHITECT 00 8705891099 E Dlis PPRO�� � S 0 ® 0 __..� SIT UA TE SOUTHOLD REVISIONS DESCRIPT ION TOWN OF S O U T H O L D 6/3/24 PORCH SIZE EDITS Lc) SUFFOLK COUNTY, NEW YORK LC) S.C. TAX No. 1000-70- 10-32 co OOIC4 SCALE 1 99= 109 3 18'— T-6 INGROUND AREA = 15,603 sq. ft. POOL 0.358 ac. 30.2' THIS SITE PLAN HAS BEEN PREPARED USING THE INFORMATION FROM THE SURVEY FROM BARRETT BONACCI & VAN F�3 LO*27' WEELE, PC ENGINEERS, SURVEYORS AND PLANNERS. DATED MARCH 1, 2023. jj LLJ 33'-8 i3ti LOT AREA = 15, 603 sq. ft. 1-6 < PROPOSED IMPERVIOUS LOT COVERAGE DESCRIPTION AREA % LOT COVERAGE 8 1 2.0 HOUSE 1944.8 sq. ft. 12.4% ry 0 $1� Q0 0 POOL 522.8 sq. ft. 3.4% 29'-108 lc� 2.0 20.0 GARAGE + BREEZEWAY 561.8 sq. ft. 3.6% w FRONT PORCH 77 sq. ft. 0.5% (0 12 0 0 LLJ 00 < LL 01-11 = I u� ROOF OVERHANG 139.7 sq. ft. 0.8% Cl() z L.Lj 0 1 0 0 0 z > CD 29 .3 TOTAL 3,246.1 sq. ft. 20.8% 0 w Ln n 0 0 z C) L-L-j 20.8' C/-) VERHANG L6 L=ROOF::OV: HANG CD C�� L—LOO-1—I - n C Ln 0 C) w Z Z BREEZEWAY 00 0 0 n IN LLJ W < CD —i 0 0 < ft (f) 01 Q�f C) 0 I F ro- < ZV) 0 Z GARAGE Co W 0 < 21 .0' 0 m cf) < In 0 0 V) W 3: 140o00 S 87058 0 SITE PLAN EXISTING EXISTING SCALE: 1:10 CLOSET CLOSET NO CHANGE NO CHANCE Ld ZO Z LLJ< P:V) U)0 5z—i Lj 0 EXISTING ROOF SHINGLES EXISTING G ROOF SHINGLES z EXISTING T, 117m"' 12 TO REMAIN EX TO REMAIN 121 1 1 1 1 1 1 7 ir, EX STING STANDING SEAM EXISTING METAL ROOF TO REMAIN Charles M. Thomas EXISTING EXISTING EXISTING EXISTING HEADER BEDROOM 2 BEDROOM 3 DINING ROOM I a r c h i t e c t NO CHANGE NO CHANGE NO CHANGE z F- [EEll (A 0 0 x Z LLI Z PROJECT _j L) EXISTING EXISTING EXISTING EXISTING x LL) EXISTING EXISTING NG CLOSET ET S G CLOSET CIS 0 C 0 C C fN CHANGE N FHAN ;E 7(zDLo' L,z pv,u)0 m: 0 --LINE OF EXISTING EXI NG 11HI HOUSE EXISTING J U r PROPOSED E3 u Of I LINE OF EXISTING' EXISTING FRONT PQRCH , / T LL EXISING EXISTING CEDAR SHINGLE EXISTING CEDAR SHINGLE EXISTING CEDAR SHINGLE COLUMN C) COVERED, SIDING TO REMAIN SIDING TO REMAIN SIDING TO REMAIN REaO-;Z EXISTING FRONT < PORCH Ld on ILL 12'-8 :1 PROPOSED FRONT e PROPOSED PROPOSED PROPOSED HEADER PORCH ROOF 6"X6" BLUESTONE PORCH WRAPPED PER S POST ELECTION OF OWNER (TYP OF 2) ----------—------ DATE: 4/3/24 PROJECT No. DRAWING BY. CHK BY. DWG No. FRONT ELEVATION W PROPOSED FRONT PORCH P FIRST FLOOR PLAN W PROPOSED FRONT PORCH 0- 001 00 1 OF 1 SCALE: 1/4"=1'—O" 1 SCALE: 1/4"=1'—O" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN ROLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. i i S4 Z4MOI�6 � �; .-• o f'};r�r ya�v�re � V1 SiIFFC1I:K COUNTY HEALTH DE 'AicT:,".yiNTT (emu� 0 �' ,DEC 19 1972 �� Ho D. FAN , ��.XJ / � / , `� , �� � V► T seV1:`? oc-a1 .—(I 1 �`�` Quit. a • w Chief of General Engineering , Services S 0 of*547odde r it�•Ao� ,�. ,,�4r��/�/��9�Y��.C����/�, �•v��,�evvr � �Er�.�wa�.rt-i SovlXo/%✓ . Salle&eOeAV1 U &OWL Gif/ Ltlad Q �i �.��YJ •t/o.2J�/ THE DIMENSIONS AND/OR ELEVATIONS SHOWN ON THIS DIAGRAM ARE TAKEN FROM SKETCH PLAN PROVIDED BY HEIMTMANN Sa SONS. INC+_ LAST DATED FEBRUARY 14 2= THIS DIAGRAM IS TO 13E USED'IN CONJUNCTION WITH THE ABOVE REFERENCED PLAN AND IS NOT INTENDED TO REPLACE OR AMEND SAID PLAN. I DISAPPROVA4 TAX LOT 33 N 87'58'10" E 140.00' Q SHED O a: YJ N POOL EQUIPMENT rl 0 I INGROUND ----� r Z 30.2' POOL �• < C/E Vz ❑ r j A/C r 0 o N 0 cV UNIT 0 Q33.7' I jyZ� n X QJ 3o1f zD I W 0 0ZZ a 20 20.0' Li1n 0 0 29.3' N GARAGE Q cq O Ln 20 8' O ZZ•I (17) 15' I {% (12)AM I 0 W SHED PROPOSED-AGE 12 0' (n 7,fV w 12' ) O —_ (10) 15 15 (13 PIPE FOUND • . " � , S 87 58 1 O W 140.00 O TAX LOT 31 I Of'o E CIL- I F E B - 1 2024 eAR I CLv�_ na . , SEW U ..=.t.:y P,url>• :fire, y- 5eF,wk-c o'y <;oi..i.:'i?.•ilk LEGEND NOTES: . = STAKE SET LOT IMPROVEMENTS SHOWN ARE FOR REFERENCE = NAIL SET ONLY. NOT ALL LOT IMPROVEMENTS ARE SHOWN. © 2023 BBV PC Revision Barrett CBV Bonacci & 745 GAGENS LANDING ROAD Van Weele, PC SOUTHOLD,TOWN OF SOUTHOLD Engineers . Surveyors . Planners STAKE DIAGRAM 175A Commerce Drive Hauppauge,NY 11788 PROPOSED GARAGE Tax Map:DISTRICT loon SECTION 70 BLOCK 10 LOT 32 T631.435.1111 F 631.435.1022 Surveyed 6 : M.B. Date: MARCH 1 2023 www.66vpc.com IScale: 1"= 30' Project No.: A170241A K:\Da17\A170241\DWG'\A170241.dn,CS-BLDG,3/2/2023 8:34:52 AM,Barrett,Bonacci&Van Weele,P.C,PF Cerh(canons Indtcated,hsreon slypify ihatthis plat of'1ke,propertydepicted hereon=was made lri.accordance w00he*existing Code_of PrOCkce;for land;'Su"Wrs adopied ;6ythe:New York She&wclofTc;h o Profe srdnaI land Surveyors, Th)scertt6aofidr I$only ig['If a lands_d8pl, hereon and'is-'riofceltlf!6606 i'pf tills qr irig'or::freedom. of enwmlianCes. Sad'tereNmfior s`sholl rulr:bniy.tb.ti e'personsand%or;enrirtes:Usted'liereon and."are-riot transferable to acfdifioridl persons,eniffies:or"subsequerif o rrtiers:. ITAX':LOT 33 FE POST N 8T58'1'0 E 140:00' i O 5'N dt RAIL ,. SH$� ON LNc.FENCE j• STOCKADE,FENCE, 1 5'N FE GO FE hFE._ ... FENCE ¢m 0:4'N ON:LINE �Y CH NK FEN. 0.4•yy. A.5'E HA yI N tt■ ', 4 OH POOL X "'POOL, ' rill -EQUIPMENT 13 7``�.. 181" "0 POOL t•l ¢: CA �F e► �. o n A4o e► .O `OA N N UNlT 0. 'If1 a i41�5'aNRY X m V}'I� CHAIN,LINK FENCE 0 a. S Q O.0 p. � is 2 D. W ` zoo• ._.: J tL :� ' :x d '�NnRE o O'. 24.3 .N FENCE., N ,a Q b'GARAGE ' F,OVANG ° _ CONCRETE, � .COfyCRETE•�' I CCON � nI Z �N —b O W ' BLO K CURB b—o SHED ,Bit<1411NOUS DRIVEWAY FE ` HEDGE 4'E,E.. a �R .] .PIPE...... )p IK CHAIN LINK FENCE 1.6'S"' v IFou X: 0:5,5 FE S 87-58'10"-t W 4140.00 o'rE TAX L& 3'1 h M N. New Garage in Rear Yard set back minimum 5' from all property lines. Existing 5x12 shed to be removed. . '41/ENVY � �f (� Li, FEB - 1 2024 t.� vfly _DEED: REFERENCE; LIBER ''12558`:PAGE 316 +fE n- Do 11Srsr, The46W.or dimensions shown.fro'rri S1n/ctures to'the propdrty.Ifnes are Ford specdie:purposse and use and tf erefo e,are not lhlerrd&bulde IryJhe eieet onof fenbesP relaleing walls, ,pools,patios planting crew,additions,to buildings and:o ry other conshurllon. Subsudace and emlronmental conditions were not examd a ine considered as a part of this survey:: Easements,::Rrgh%4Way of recur' if any,ore n8i showri.'Propedy Sorrier.Monuniehis Were not'placed osa pdA'of ks aum: -L "2017'BBV PC Buffett TnxMop: "D(STRICT1000" SECTION`70. BLOCKItl LOT32 B BOnadd &; "urw h«tsa i on or dltonro'' ?? Map oft. PROPERTY Van Weele t}dssuneysayolatKxl:ofSecroh° Pc, 7209dl,1q YakSi*fducq-low Crvtl En rneet3 t75AcCommerw;Drive Map loh AAap elbck r Suryd ors 1631 435;11.1 1 Houppouge:Ny 1'1ZSfi; Fred: -- No:[ -- Count' SUFFOUC Y Planners r b31 4`S5,I'023 ww✓bfivpe.can Siivate::S0UTHOLD,TOWN'OF'SOUTHOLD • CeNified'io:. .. Tido tJo:r 409710 By Dote �. E GALOHAYON __ Coptes'OFIhrSSuWatap not bear ' NUGA OHAYON ny I the Idnd surveyor se i bassdd :ABSTRACT:QF NE11i/YORK;LLC se 1cM,31W0Ve:shc1l.n61 be con, ROYAL . _.. siderea to be a foie end vdid copy, AM TRUST TRLEINSURANCE:COMPANY SBry 6 :R'.8; Drdited :A.V.R. Chocked by, C:W. Scale. 1'r ei.30'- 0ate: APRIL 2T"2017 Profeet;t fo.: A170291 H:�Da1TM70241(DWGW70241.dwg,TITLEsuRVEY,.4127120179:02S3'AM,,8airel4.OW dP:'UadWeek%CW Certifications indicated hereon signify that this plat of the property depicted hereon was made in accordance with the existing Code of Practice for land Surveyors adopted by the New York State Association of Professional Land Surveyors. This certification is only for the lands depicted hereon and is not certification of title,zoning or freedom of encumbrances. Said certifications shall run only to the persons and/or entities listed hereon and are not transferable to additional persons,entities or subsequent owners. 0 I TAX LOT 33 Q FE POST N 87058'10" E 140.00' 0.5N & RAIL FE SHED ON LINE FENCE ____ 1.0'S STOCKADE FENCE 1.5'N FE FE WOOD ¢pi 0.4 N ON LINE 0.31N FENCE O oy\ CHAIN LINK FENCE 00 0.4'W 0.5'E X � v N : POOL Oy POOL x � 13.7'S EQUIPMENT 18.1'' . TO r' O INGROUND � Z ON 30.2' 63a OL ¢ C� Ott O N iv UNIT O �Z,* n :> I to CHAIN LINK FENCE W O S p V) Q 0ftn Z 2.0' r-O.Z 20.0' = o lit 4- Jb. POST v i0 & WIRE 0: �p 29.3 C11 FENCE y U a 2 o GARAGE O y OVERCq HAtBG : ai 20.8' W O CONCR0 0ETE CONCRETE O N ZZ' BLOCK CURB O O W SHED = f 120' N O BITUMINOUS DRIVEWAY Der 12' o FE ON LINE EDGE 0.4'E PIPE FOUND X x CHAIN LINK FENCE 1.6'S 0 SES S 87058'10"t W 140.00 O.7'E p TAX LOT 31 I +0 M N New Garage in Rear Yard,set bac minimum 5' from all property lines Existing 5x12 shed to be remov CLEgFj VI/ A VeNC E 4 - PM VIEW: SUP. DEED REFERENCE: LIBER 12558 PAGE 316 VIEW: SURVEY The offsets or dimensions shown from structures to the property lines are for a specific purpose and use,and therefore,are not intended to guide in the erection of fences,retaining walls, PC-Is,patios,planting areas,additions to buildings and any other construction. Subsurface and environmental conditions were not examined or considered as a part of this survey. Easements,Rights-oMay of record,if any,are not shown.Property comer monuments were not placed as a part of this survey. © 2017 BBV PC VBarrett Tax Map: DISTRICT 1000 SECTION 70. BLOCK 10 LOT 32 Bonacci & Ma of PROPERTY Unauthorized alteration or addition to P this survey is a violation of Section Van Weele, PC 7209of New York State EducationLaw Civil Engineers 175ACommerce Drive Map Lot: -- Map Block: -- Surveyors H631P43 e, NY 11788 Filed: -- No.: -- County: SUFFOLK Planners F 631.435.1022 www.bbvpc.com Situate: SOUTHOLD,TOWN OF SOUTHOLD Certified to: Title No.: 909710 Revision By Date GAL OHAYON Copies of this survey map not bear- NUGA OHAYON ing the land surveyor's embossed ROYAL ABSTRACT OF NEW YORK LLC sect and signature not be copy an sidered to be a true and valid copy AM TRUST TITLE INSURANCE COMPANY Surveyed by- R.B. Drafted by- A.V.R. Checked by, C.W. Pro ect No.: A170241 Scale: 1"= 30' Date: APRIL 22 2017 K:\Da17%X70241\DWG\Al70241AIm,TITLE SURVEY,4/27/2017 9:02:53 AM,Barrett,0onaod&van wed/Cw A DISAPPROVAL o.F 12 12 12 12 EXISTING D Q EXISTING EXISTING N EXISTING LINE OF EXISTING REVISIONS D E S C R I P T I O N GARAGE ROOF LINE OF EXISTING HOUSE ROOF EXISTING ROOFING 12 EXISTING STANDING SEAM EXISTING STANDING SEAM 12 EXISTING ROOFING TO REMAIN -- - EXISTING METAL ROOF TO REMAIN E STI EXISTING - METAL ROOF TO REMAIN TO REMAIN EXISTING CEDAR SHINGLE _I_ TO REMAIN � 9'-6" PLATE HEIGHT N SIDING EXISTING HEADER -- � - T � I ` EXISTING HEADER •`gym jTn I • EXISTING 2"X8" HEADER --- cO EXISTING 2" ' I 6'-8' T.O. WINDOWS RAFTERS EXISTING 8" I EXISTING CEDAR SHINGLEJ ISTING CEDAR SHINGLE POST SIDING TO REMAIN EN SIDING TO REMAIN cOOP eCAIR EN AIR 28310 LINE OF EXISTI `co / HOUSE � J_ LINE OF EXISTI EXISTING CEDAR SHINGLE COLUMN SIDING TO REMAIN 18'-0" T.O. FIRST FIOORL EXISTIN DOOR E FRONT ELEVATION E REAR ELEVATION 1 SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = 1'-O" — 1— 7 7 2 T T 1— 7-7 — w 1 1 1 1 1 1 1 1 1 1 1 1 1 6"x6" POST WRAPPED IN 1"X8" AZEK LINE OF EXISTING I I I 1 1 1 ( I I 1 1 1 1 GARAGE ROOF _ __ _ I I I I I I I • I I I I I I cn � � _- - - =--- - -d - O 10 1 1 1 1 1 1 z 0 LINE OF EXISTING HOUSE ROOF LINE OF EXISTING PATIO o0 Q - - _- - - - - --_---- _ . . -EXIST I REMOOAI N ING 1 1 I I I I V I I I I I I EXISTING ROOFING W TO REMAIN .-_ -- — � I _I_ �NE OF�ROOF 10VERHbNG I LINE OF ROOF OVERHANG 9"X8"i LED ER z EXI ING z LLINE OF ROOF OVERHANG I Lv Q T� LINE OF EXISTING HOUSE OW J8'-8., I I� 1 ._ .. 00 EXISTING .2"XS" r7 I RAFTERS M M ry u� n 1 EXISTING 8"x8" EXISTING HEADER POST o 3068 I < I EXISTING CEDAR SHINGLE O EXISTING OBI �J IDI T RE 1 I ING RAM IN 0 z EXISTING 00 W COON EXISTING EXISTING COVERED PORCH N W Nwl O 28310 28310 Q I J z� Ld u~i EXISTING 0 W W� GARAGE 1 (3 = z EXISTING POURED CONCRETE J SLAB z 1 V) LO 0 EXISTING RIDGE En FI I 1 a Q �- X Z O EXISTING i[) N O I w ^ (� W �- COVERED W N > I U- x WALKWAY TT _______ TT 1 0 W W W-11' CEILING HEIGHT I r 11 Z FROM PATIO TO BOTTOMS VISTING 2X6 COLLAR I L OF CEILING 0 i i TIES IIi I I z E SIDE ELEVATION N w 3 SCALE: 1 4" = 1'-0" z< E STING 2X // EXITING 2X8 ROOF �z1 �= II RR I 11 RAFTERS ML U) II II NLi EXISTING HEADER w I I I 1 II II O LINE OF EXISTING — — — — — I 111 RIDGE LINE OF ROOF OVERHANGII II 8080 0. . DOOR II 1 EXISTING TYPICAL CEILING CONSTRUCTION —LINE OF ROOF OVERHANG— — — — — — EXISTING ROOF SHINGLES MATCH-EXIST. QP Fkis 18-0 OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHIN 2"X8" ROOF RAFTERS 0 16" O.C. I ITIES �FTFR 1 �+ S w 1 Charles M. Thomas Z 0 1 a r c h i t e c t wo 1 PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 I0 EXISTINGLn o 0 X U- TYPICAL WALL CONSTRUCTION GARAGE PROJECT LL. La EXISTING CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CDX PLYWOOD SHEATHING ON Z 2"X4" WD. STUDS 0 16" O.C. EXISTING 4" POURED CONCRETE SLAB 4 MILL VAPOR BARRIER AS BUILT GARAGE aZ I � DATE: 1/2/23 PROJECT No. L� L� 1'� DRAWING BY. s CROSS SECTION P GARAGE FLOOR PLAN f L CHK BY. " 1 SCALE: 1 4" = 1'-O" DWG No. t FED 1 SCALE: 1/4 = / [A] 00100r.. ' I 1 OF 1 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. i r F FROM[ C" I 1 4 9 0 3 099 ���iA` ARCHITECT 0 87 58 1 140 ® O SITUATE SOUTHOLD REVISIONS D E S C R I P T ION TOWN OF SOUTHOLD Ln Ln SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-70- 10-32 cow SCALE 1 "= 10' 18'-1 3 INGROUND AREA = 15,603 sq. ft. � 0.358 ac. 30.2' POOL THIS SITE PLAN HAS BEEN PREPARED USING F— THE INFORMATION FROM THE SURVEY FROM BARRETT BONACCI & VAN WEELE, PC ENGINEERS, SURVEYORS AND 1.,1 (� E w E PLANNERS. DATED MARCH 1, 2023. $.,. W f f` 33' —813„ r LOT AREA = 15, 603 sq. ft. k APR 4 2421, LL' W PROPOSED IMPERVIOUS LOT COVERACE DESCRIPTION AREA % LOT COVERAGE 6.0 - HOUSE 1944.8 sq. ft. 12.4% ry o I a? � O POOL 522.8 sq. ft. 3.4% 28'-8$„ �' I lr- 2.0 20.0 (f) 1 GARAGE + BREEZEWAY 561.8 sq. ft. 3.6% w ' . FRONT PORCH 84 sq. ft. 0.5% U o 4 Q � = Ln o ® ROOF OVERHANG 139.7 sq. ft. 0.8% z 0 0 Llii �^ >O N TOTAL 3,253.1 sq. ft. 20.8% 0 w x (DLn c� 0 29 .3 0 o C� � 2 w �-- Lri 0.8' Lj Z U, z EROOF OVERHANG 0o p W n Iz ®in C ) � O o BREEZEWAY ,,_, Q z 0 INLu W 0 < (r "I 0 -0 u'l CD z -J GARAGE Co W O CD 0 Qz 21 .o' m < LO 0 0 ® u087 1099 s SITE PLAN EXISTING EXISTING 1 SCALE: 1: 10 CLOSET CLOSET NO CHANGE NO CHANGE z I z w a I w O U w p EXISTING ROOF SHINGLES EXISTING ROOF SHINGLES Z TO REMAIN 12 TO REMAIN 7 12 EXISTING E STING STANDING SEAM I. M TAL ROOF TO REMAIN I Charles M. Thomas T� � I I I -_ - EXISTING EXISTING EXISTING -- --- at ( PO BOX 877 JAf�ESPORT, NY 11947 ) 77-7 EXISTING HEADER BEDROOM 2 BEDROOM 3 DINING ROOM (631 2 993 NO CHANGE NO CHANGE 0 NO CHANGE W F Z Lj Q W I PROJECT O I� I Ili � � - EXISTING EXISTING EXISTING EXISTING i � EXISTING EXISTING Wiz i INE OF EXISTING 7'-9 j" a JEX NG HOUSE EXISTING / W 91 ' EXISTING CEDAR SHINGLE EXISTING CEDAR SHINGLE EXISTING CEDAR SHINGLE LINE OF EXISTING EXISTING -'off PROPOSED w EXISTING COLUMN � SIDING TO REMAIN SIDING TO REMAIN SIDING TO REMAIN PORCH F �I COVERED NI PROPOSED FRONT � 14'-0" a I PORCH ROOF ROPOSED BLUESTONE PORCH 0- AND STEPS PROPOSED HEADER PROPOSED 6"X6" POST J WRAPPED PER SELECTION OF OWNER (TYP OF 2) L — J - - - - - - - - - - - - DATE: 4/3/24 PROJECT No. DRAWING BY. CHK BY. DWG No. P FRONT ELEVATION W PROPOSED FRONT PORCH P FIRST FLOOR PLAN W PROPOSED FRONT PORCH 0- 001 00 1 OF 1 1 1 SCALE: 1 4"=1'—O"SCALE: 1/4"=1'-0" / THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, PS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.