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1000-27.-2-2.3
S040. OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �� P.O.Box 1179 54375 State Route 25 ', Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Leslie Kanes-Weisman, ZBA Chairperson Members of the Zoning Board of Appeals Cc: Julie McGivney, Assistant Town Attorney From: Heather Lanza, AICP, Planning Director LWRP Coordinator Date: October 21, 2025 Re: LWRP Coastal Consistency Review Henry H. Bostic and Ambriel Floyd Bostic #8055, SCTM# 1000-27.-2-2.3 This application is a Request for a Reversal of the Building Inspectors June 11, 2025 Notice of Disapproval, pursuant to Article III, Section 280-13C and based upon an application for a permit to construct an accessory garage containing an artist studio; at: 1) the proposed use in the accessory building is not a permitted accessory use; located at: 5305 Narrow River Road, Orient, NY. SCTM# 1000-27.-2-2.3 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is my recommendation that the proposal is a MINOR ACTION pursuant to Town Code §268-3 Z, and is not subject to review for LWRP consistency. Pursuant to Chapter 268, the Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. BOARD MEMBERS �ofr sorry Southold Town Hall Leslie Kanes Weisman,Chairperson �o� Off© 53095 Main Road• P.O.Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. u, Office Location: Nicholas Planamento • y4 Town Annex/First Floor Margaret Steinbugler rrYL+o l ti 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 August 13, 2025 Mark Terry, Assistant Town Planning Director LWRP Coordinator AUG 1 3 Z025 Planning Board Office Town of Southold SOUTHOLD TOWN PL N ANNING BOARD Town Hall Annex Southold,NY 11971 Re: ZBA File Ref.No. # 8055 —Bostic, Henry & Ambriel Dear Sir or Madam: We have received an application to construct an accessory garage containing an artist studio. A copy of the Building Inspector's Notice of Disapproval under Chapter 280(Zoning Code),and survey map,project description form, are attached for your reference. Your written evaluation with recommendations for this proposal,as required under the Code procedures of LWRP Section 268-5D is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairperson r By: Encl. Site Plan/Survey: Thomas Hanrahan, HMA, last dated April 9, 2025 Public Hearing Date: November 6, 2025 FINNEGAN LAW, P.C. 13250 MAIN ROAD J 11.0. BOX 1452 MATI-111ICK, NEW YORK 11952 (631) 315-6070 MARTIN D. FINNEGAN, ESQ. MFINNEGAN@NOR.THFORK.LAW By Hand August 8t1, 2025 Ms. Leslie Kanes Weisman, Chairperson Town of Southold Zoning Board of Appeals 54375 Route 25 PO Box 1179 Southold, NY 11971-0959 Re: Area Variance Application (Reversal of Notice of Disapproval) Owner: Henry H. Bostic III and Ambriel Floyd Bostic Premises: 5305 Narrow River Road, Orient, NY 11957 SCTM #1000-027.00-02.00-002.003 Dear Chairperson Weisman and Members of the Board: With respect to the above-referenced application, enclosed please find a check made payable to the Town of Southold in the amount of$1,000.00 representing the required filing fee and an original and eight (8) copies of the following documents for your review: 1) Notice of Disapproval dated June 11th, 2025. 2) Area Variance Application, including an attachment of explanation for reversing/overturning the Notice of Disapproval. 3) Project Description and Questionnaire Form. 4) Agricultural Data Statement. 5) Short Environmental Assessment Form. 6) Local Waterfront Revitalization Program Consistency Assessment Form. 7) Owner's Authorization. 8) Transactional Disclosure Forms for Applicant and Agent. 9) Color photographs of the subject premises. 10) Trustees Non-Jurisdiction Letter dated 6/ 11/2024. 11) Certificates of Occupancy. 12) Assessor's Property Record Card. 13) ZBA Decisions #7777 and #7934. 14) Current Deed. 15) Nine (9) photocopy sets of plans prepared by Thomas Hanrahan, HMA dated 6/3/2025, which include the survey/site plan prepared by Young Associates last revised 2/8/2024 approved by the Suffolk County Dept. of Health Services. Kindly advise if you require any further documentation to place this matter on your next available agenda for a public hearing. Thank you for your consideration. ery tr ly you art' Finnegan MDF/ao Encl. a TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 11,2025 TO: Hunter Kennedy(Bostic) 1437 King Street, Suite#5 Charleston, SC 29403 Please take notice that your application dated April 11, 2025: For permit: to construct an accessory garage containing an artist studio at: Location of property: 5305 Narrow River Road, Orient,NY County Tax Map No. 1000—Section 27 Block 2 Lot 2_3 Is returned herewith and disapproved on the following grounds: The proposed accessory structure containing an artist studio, on this conforming 292,324 ss . ft. lot in the R-200 District,is not apermitted use pursuant to Article III, Section 280- 13 C . 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. APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE House No.5305 Street NARROW RIVER ROAD Hamlet ORIENT SCTM 1000 Section: 027.00BIock: 02.00 Lot(s)002.003 Lot Size: 6.7 ACRES Zone R-200 I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED 6/11/2025 BASED ON SURVEY/SITE PLAN DATED 4/9/2025 Owner(s): HENRY H. BOSTIC III AND AMBRIEL FLOYD BOSTIC Mailing Address: 246 WARREN STREET, BROOKLYN, NY 11201 Telephone: 917-350-0396 Fax: N/A Email: HAWES.BOSTIC@GMAIL.COM NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent, architect,builder,contract vendee,etc.and name of person who agent represents: Name of Representative: MARTIN D. FINNEGAN, ESQ. for(X)Owner( )Other: Address: PO BOX 1452, 13250 MAIN ROAD, MATTITUCK, NY 11952 Telephone:631-315-6070 Fax: N/A Email:MFINNEGAN@NORTHFORK.LAW Please check to specyy whoyou wish correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), (X)Authorized Representative, ( )Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 4/9/2025 and DENIED AN APPLICATION DATED 4/11/2025 FOR: (()Building Permit ( )Certificate of Occupancy ( )Pre-Certificate of Occupancy ( )Change of Use { )Permit for As-Built Construction ( )Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article: III Section: 280 Subsection: 13(C) Type of Appeal. An Appeal is made for: ( )A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section (X)Request for Reversal or Overturn the Zoning Officer's Denial Other A prior appeal QC)has, ( )has not been made at any time with respect to this property, UNDER Appeal No(s). 7777 Year(s). 2023 7934 2024 (Please be sure to research before completing this question or call our office for assistance) Page 2,Area Variance Application Revised 6/2023 REASONS FOR APPEAL (Please be spec flc,additional sheels may be used with preparer's signature notarized). 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: SEE ATTACHMENT. 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue,other than an area variance,because: SEE ATTACHMENT. 3.The amount of relief requested is not substantial because: SEE ATTACHMENT. 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: SEE ATTACHMENT. 5.Has the alleged difficulty been self created? { } Yes,or{ } No Why: SEE ATTACHMENT. • Are there any Covenants or Restrictions concerning this land? {X} No { } Yes(please furnish a copy) • This is the MINIMUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health,safety and welfare of the community. By signing this document,the PROPERTY OWNER understands that 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 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 THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Signature o pplicant or Authorized Agent (Agent must submit written Authorization from Owner) Sworn to before me this / day ANNALISE OUELLETTE NOTARY PUBLIC-STATE OF NEW YORK U August 2025 No.01OU64094l57 Qualified in Suffolk County Notary Public My Commission Expires 09-28-2028 ATTACHMENT TO AREA VARIANCE APPLICATION OF HENRY AND AMBRIEL BOSTIC REASONS FOR REVERSING/OVERTURNING NOTICE OF DISAPPROVAL: Henry and Ambriel Bostic (hereinafter collectively referred to as "Applicant") are seeking, by way of this appeal of the Building Inspector's Notice of Disapproval, dated June 11, 2025, for a building permit to construct an accessory garage with an artist studio and half bathroom, the reversal or overturning of said Disapproval and the granting of relief deeming the artist studio customary and incidental to the single family use on the premises. The subject parcel is a conforming 6.7 acre lot in the R-200 zoning district located on Narrow River Road in Orient. As depicted on the survey provided, the property is presently improved with a single-family residence, an accessory swimming pool and two accessory sheds. The property takes access off of Platt Road to the south over a driveway that will be extended to the proposed garage. The proposed accessory structure is entirely compliant to the bulk schedule. Ambriel Bostic has been a professional artist and designer for 30 years. She began her career as a costume designer and stylist for film and fashion before launching her own line of handmade fashion accessories, which sold worldwide. She later transitioned to creating a line of hand-printed textiles (Ambriel Floyd Home Textiles) that continues to be distributed by various North American interior design showrooms. She is prolific across mediums - sketch, painting, screenprinting, and sculpting. Her work has been featured in shows in New York and Los Angeles. She leads the In Kind Project, a non-profit that produces community art and theater projects in Brooklyn and on the North Fork. Ms. Bostic is also a talented poet with recent publications in MER and the Adroit Journal. She would like to continue to create art in her home on the North Fork. As such, the Applicant is seeking relief to create her own art studio with a half bath within the proposed accessory garage structure. The ZBA has determined in prior decisions that for an art studio/workshop use to be considered incidental to a principal use, it must be for the owner's personal use with no commercial or retail component. Reference is made to the Board's comprehensive Determinations in Wilson-Ryckmann (ZBA# 7454 dated 2/4/21) and Nardolillo (ZBA #7457 dated 2/4/21) wherein the ZBA set forth its code interpretation pursuant to Section 280-146(D) of the Town Code "to provide clarity about these two accessory uses and as to whether they are allowed in accessory structures." In these Determinations, the Board stated that: "Since neither a work-shop'nor an `artist studio'is listed as an allowed accessory use, if it is to be considered an allowed accessory use, the Board would have to conclude that the use is `customary and incidental to the principal use'.. which in both matters before the Board is a single- - family residence. As set forth below, the Board has concluded that under certain conditions, both proposed uses should be considered customary and incidental to a single-family residence and therefore, allowed accessory uses in accessory structures." "Based on the sheer number of times this issue has been before the Board, it would appear that this type of artist studio or workshop is customary use to a single-family residence." "In order for these uses to be considered incidental, they must maintain a personal and/or hobby aspect to them and not become a more commercial type of use." The ZBA went on to establish a list of elements and conditions that must be established for the Board to determine that these uses are customary and incidental to the principal use. For the following reasons, the Applicant respectfully submits that the proposed artist studio use is customary and incidental to the principal single- family residential use: 1. Such use is incidental to the principal residential use on the premises. The existing single-family residence is the Applicant's home and will remain as such. The proposed artist studio will be located in a portion of a conforming accessory garage to be constructed on the premises. 2. The artist's studio/workshop in an accessory structure is not rented to or used by anyone other than the property owner of the principal dwelling. The proposed artist's studio will be strictly for the Applicant's personal use. 3. No individual or group instructions, classes or demonstrations related to the production/fabrication of crafts/art works in the studio/workshop may take place on the property. No lessons or demonstrations will take place in the proposed studio space. 4. The property owner may not employ or engage unpaid assistance by any other persons(s) in relation to the production/fabrication of art/crafts in the accessory structure, The Applicant has no employees. The artist studio is proposed for the personal and private use of the Applicant. S. There is no exterior effect at the property line such as noise, traffic, odor, dust, smoke, gas, fumes or radiation. The Applicant's creation of works of art is not anticipated to create any adverse impacts to neighboring properties. The proposed location of the structure is in the northwest corner of the parcel abutting two large parcels, one of which is development rights sold farm land. 6. No display of products/art work/crafts etc. is visible to the street. The subject premises is nearly 7 acres in size. The structure will be scarcely visible from the street and all artwork will be created, stored and/or displayed within the accessory structure. 7. No sales to the public are permitted on the subject property. No sales of any kind will take place on the subject property. S. Plumbing in the accessory structure is limited to a half bath (toilet and sink) and a utility sink. As depicted on the floor plan provided, a half bath is proposed on the lower level of the artist studio. 9. Activities in the artist's studio/workshop in the accessory structure are limited to the production of crafts and works of art such as painting, sculpture, photography, ceramics, weaving/textiles, glass art (but not glass blowing), and personal woodworking/carpentry and auto mechanics on vehicles belonging only to the property owner. The Applicant's artistic endeavors will not include glass blowing and will be so limited to sketch, painting, screenprinting, and sculpting. 10. No sleeping or cooking is permitted in the accessory structure. Consistent with the Applicant's SCDHS approval, no cooking or sleeping quarters are proposed. 11. An accessory structure used as an artist's studio/workshop may only contain that one use in addition to non-habitable (unfinished, open rafters and stud walls) storage of general household items, garden tools and/or vehicles. The accessory structure will only be used as an artist studio and garage space. 12. An accessory apartment in the accessory structure is not permitted unless the artist's studio/workshop use is removed and a special exception permit is obtained from the Zoning Board of Appeals. No accessory apartment is proposed. 13. The following uses are not, by this determination, considered to be permitted uses in an artist's studio/workshop in an accessory structure, as defined herein and are prohibited: workout/fitness activities, recreational activities, and home offices (as defined in the Town Code). This application is for an artist's studio to be located in a portion of the proposed accessory garage. There is no gym or home office space proposed. By: Martin D. Finnegan, Authorized Agent f Zoning Board of Appeals APPLICANT'S PROJECT DESCRIPTION APPLICANT• HENRY H.BOSTIC III AND AMBRIEL FLOYD BOSTIC SCTM No. 1000-027.00-02.00-002.003 1.For Demolition of Existing Building Areas Please describe areas being removed: N/A H.New Construction Areas(New Dwelling or New Additions/Extensions): GARAGE ARTIST STUDIO Dimensions of first floor extension: 4//9 Dimensions of new second floor: Dimensions of floor above second level: N/A Height(from existing natural grade):22' Is basement or lowest floor area being constructed?If yes, please provide height(above ground)measured from natural existing grade to first floor: NO M.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary).Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: N/A Number of Floors and Changes WITH Alterations: N/A IV. Calculations of building areas and lot coverage,sky plane(From Surveyor,Design Professional): Existing square footage of buildings on your property: 4,52tSF Proposed increase of building coverage: 1,325SF Square footage of your lot: 292.324SF Percentage of coverage of your lot by building area(lot coverage) 0-0200/0 Gross Floor Area(GFA)of single family dwelling including the attached garage and/or habitable detached accessory structure: (Please refer to Chapter 280,Section 280-207 of the Town Code): N/A For Residential lots,is project within the allowable Sky Plane?(Please refer to Chapter 280,Section 280-208 of the Town Code): N/A V.Purpose of New Construction:ACCESSORY GARAGE FOR STORAGE OF VEHICLES AND ARTIST STUDIO FOR PERSONAL USE BY APPLICANT. V- L Please describe the land contours(flat,slope %,heavily wooded,marsh area,etc.)on your land and how it relates to the-difficulty in meeting the code requirement(s): Describe on separate page if needed: N/A Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. s Revised 6/2023 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION A. Is the subject premises currently listed on the real estate market for sale? Yes X No B. Are there any proposals to change or alter land contours? X No Yes, please explain on separate sheet. C. 1.)Are there areas that contain sand or wetland grasses? YES 2.) Are those areas shown on the survey submitted with this application? YES 3.) Is the property bulk headed between the wetlands area and the upland building area? NO 4.) If your property contains wetlands or pond areas, have you contacted the Office of the BOARD OF TRUSTEES for its determination of jurisdiction? YES Please confirm status of your inquiry or application with the Board of Trustees: LETTER OF NON-JURISDICTION DATED 6/11/2024 If issued, please attach copies of your permit listing conditions of approval with a copy of the approved survey. D. is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? YES E. Are there any patios, concrete barriers, bulkheads or fences that exist that are not shown on the survey that you are subnlltting? NO f any of the aforementioned items exist on your property, please show them on a site plan. F. Are there any construction projects currently in process on your property? NO If yes, please submit a copy of your building permit and survey as approved by the Building Department and please describe scope of work: NIA G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If none exist, please apply to the Building Department to obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel? NO If yes, please label the proximity of your lands on your survey and identify the Suffolk County Tax Map No. NIA I. Please list present use or operations conducted at your property, and/or the proposed use EXISTING SINGLE-FAMILY DWELLING;PROPOSED SAME WITH ACCESSORY GARAGE AND ARTIST STUDIO. J. (examples:existing single family.proposed:same with garage,pool or other) 8l -7 /2025 Authorizes sit t e Date AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD WHEN TO USE THIS FORM: This form must be completed by the applicant for any special trse permit,site plan approval, use variance, area variance or subdivision approval on property within an agricultural district OR witliiu 500 feet of a farm operation located in an agricultural district. A11 applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239►n and 239n of the General Mr[nicipal Law. 1. Name of Applicant:HENRY H. BOSTIC III AND AMBRIEL FLOYD BOSTIC 2. Address of Applicant:246 WARREN STREET, BROOKLYN, NY 11201 3. Name of Land Owner(if other than Applicant).N/A 4. Address of Land Owner:NIA 5. Description of Proposed Project:CONSTRUCTION OF ACCESSORY GARAGE WITH ARTIST STUDIO. 6. Location of Property: (Road and Tax map Number) 6305 NARROW RIVER ROAD. ORIENT, NY 11957 SCTM#1000-027.00-02.00-002.003 7. is the parcel within 500 feet of a farm operation? {X) Yes ( ) No 8. Is this parcel actively farmed? ( ) Yes (X) No 9. Name and addresses of any owner(s)of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the 'Zoning Board Staff, it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office (765-1937) or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS #18.-6-14.9 (26160 ROUTE 25): KHEDOURI EZAIR, 931 MADISON AVENUE, NEW YORK, NY 10021 2. 3. 4. 5. 6. (Please use theA, c-of this t ag if there are additional property owners) 8 / /2025 Signature of Appl a Date Note: I. 'file local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2.Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies.of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. 'the cost for mailing shall be paid by the Applicant at the time the application is submitted for review. Short Environmental Assessment Form Part I -Project Information Instructions for Completing Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part l based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information Name of Action or Project: BOSTIC ARTIST STUDIO Project Location(describe,and attach a location map): 5305 NARROW RIVER ROAD,ORIENT,NY 11957(SCTM#1000-027.00-02.00-002.003) Brief Description of Proposed Action: CONSTRUCTION OF ACCESSORY GARAGE WITH ARTIST STUDIO. Name of Applicant or Sponsor: Telephone:p 631-315-6070 MARTIN D.FINNEGAN,ESQ. E-Mail: MFINNEGAN@NORTHFORK.LAW Address: PO BOX 1452,13250 MAIN ROAD City/PO: State: Zip Code: MATTITUCK NY 11952 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that El be affected in the municipality and proceed to Part 2. If no,continue to question 2. RV 2. .Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval:TRUSTEES NON-JURISDICTION LETTER;SUFFOLK COUNTY HEALTH DEPT.SANITARY SYSTEM APPROVAL ❑ 0 3. a.Total acreage of the site of the proposed action? 6.7 acres b.Total acreage to be physically disturbed? 0.03 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 6.7 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban m Rural(non-agriculture) ❑ Industrial ❑ Commercial m Residential(suburban) ❑Forest ❑ Agriculture ❑ Aquatic ❑ Other(Specify): ❑Parkland Page I ol'3 S. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ 0 ❑ b. Consistent with the adopted comprehensive plan? ❑ 0 ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? NO YES ❑ 0 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: 2 ❑ NO YES S. a. Will the proposed action result in a substantial increase in traffic above present levels? F71 ❑ b. Are public transportation services available at or near the site of the proposed action? 0 ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed 0 ❑ action? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ 0 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ a 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the ❑ Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑ ❑✓ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ ❑✓ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Page 2 of 3 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline ❑ Forest ❑Agricultural/grasslands ❑ Early mid-successional m Wetland ❑ Urban m Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats, listed by the State or NO YES Federal government as threatened or endangered? El ❑ Northern Long-eared Bat 16. Is the project site located in the 100-year flood plan? NO YES 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ a. Will storm water discharges flow to adjacent properties? a ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ ❑ If Yes,briefly describe: STORMWATER DISCHARGE WILL BE CONTAINED PER CH.236 OF THE TOWN CODE. I S. Does tlae proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment:_ ❑ ❑ .1.9. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: ❑ ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed) for hazardous waste? If Yes,describe: a ❑ I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/name: MARTIN D.FI NE N Q,ESQ. Date: ell Signature: Title:AGENT/ATTORNEY PRINT FORM Pale 3 cif EAF Mapper Summary Report Wednesday, August 6, 2025 4:29 PM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental assessment form(EAF).Not all questions asked in the EAF are answered by the EAF Mapper.Additional information on any EAF question can be obtained by consulting the EAF Workbooks.Although the EAF Mapper provides the most up-to-date digital data available to DEC,you may also need to contact local or other data sources to confirm data provided by the Mapper or to obtain data not provided by the Mapper. ,. iBania Y` +��� Seu'f�,t d • " ' TorAr►to „ ,. �` f ; , , `����'�.�, � � „ �, .: Sd�3rscrr 4?r��a �l�mli�n �ochaast�r I +• � is ' an Allaany '5ourcest Ei r MERE; Girmin, USGS I�ternra ,, R'CPE EPA Sources:Esn, HERE,Garmin, USGS, intermap INCREP,9Et,IT P,�RC.,n, Esri 1apar t0F,1,;6 dRC Eft! p�> I iE } Ears Cher,ft-l�r it t +n��,'E�ta China(Hord Kongi,Esri Koran Esri•,,Thailand,; IGJti CC.;.)Oper.5treettvtafa cvntrit t�ar� • tT1iEsrtd ft GCS f��4�}7r�rSk( PGlra-w rtrstafa al J lnt �1S J©r 6'. the GIS�1,,p r7oRil 7 mtr U�dT��if�n�tit'tt; E,r� EP .Garn�a) i `.� k�5,NIPS Part 1 /Question 7 [Critical Environmental No Area] Part 1 /Question 12a [National or State i No Register of Historic Places or State Eligible Sites] Part 1 /Question 12b [Archeological Sites] Yes Part 1 /Question 13a[Wetlands or Other IYes- Digital mapping information on local, New York State, and federal Regulated Waterbodies] ;wetlands and waterbodies is known to be incomplete. Refer to the EAF Workbook. Part 1 /Question 15 [Threatened or 'Yes Endangered Animal] t Part 1 /Question 15[Threatened or Northern Long-eared Bat Endangered Animal- Name] Part 1 /Question 16 [100 Year Flood Plain] Yes Part 1 /Question 20 [Remediation Site] 'No Short Environmental Assessment Form - EAF Mapper Summary Report 1 • Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 027.00 _02.00 _002.003 The Application has been submitted to(check appropriate response): Town Board El Planning Dept. 0 Building Dept. 0 Board of Trustees © ZONING BOARD V OF APPEALS 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital 0 construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: CONSTRUCTION OF ACCESSORY GARAGE WITH ARTIST STUDIO. . Location of action:5305 NARROW RIVER ROAD,ORIENT,NY 11957 Site acreage:6.7 ACRES Present land use:SINGLE FAMILY RESIDENCE Present zoning classification:R-200 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant:HENRY H.BOSTIC III AND AMBRIEL FLOYD BOSTIC (b) Mailing address:246 WARREN STREET,BROOKLYN,NY 11201 (c) Telephone number:Area Code( )917-350-0396 (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No® If yes,which state or federal agency? DEVELOPED COAST POLICY N/A - MINOR EXEMPT ACTION Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria 0 Yes 13 No 9 Not Applicable . Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria 0 Yes 0 No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria E3 Yes 13 No ® Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria 0 Yes 0 No ®Not Applicable Attach additional sheets if necessary Policy-6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. © Yes 0 No® Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes 0 No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ©Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria.❑ Yea No® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations.-See LWRP--Section III—Policies; Pages 47 through 56 for evaluation criteria. Q Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. 0 Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III— Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. 0 Yes ❑ No ® Not Applicable Created on 512510511:20 AM Board of Zoning Appeals Application OWNER'S AUTHORIZATION (Where the Applicant is not the Owner) We, Henry H. Bostic III and 246 Warren Street -ir Ambriel Floyd Bostic residing at (Print property owner's name) (Mailing Address) Brooklyn, NY 11201 do hereby authorize MARTIN D. FINNEGAN, ESQ. (Agent) Finnegan Law, PC to apply for variances on our pp y ( ) tnp behalf from the Southold Zoning Board of Appeals. By signing this document,the Property Owner understands that 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 THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. (Owner's Signature) Henry H. Bostic III (Print Owner's Name) (Owners Signature) Ambriel Floyd Bostic (Print Owners Name) APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The Purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Henry H. Bostic III and Ambriel Floyd Bostic (fast name,first came,middle Initial,unless you are applying In the name of someone else or other entity,such as a company.If so,indicate the other person's or company's nnme.) TYPE OF APPLICATION:(Check all that apply) Tax grievance Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO J If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this Z5 day of JUly ,2025 Signature Print Name Henry H. Bostic III Signature Print Name Ambriel Floyd Bostic AG ENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and emplovees The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME : MARTIN D. FINNEGAN (Last name,first mime,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance X Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship" includes by blood, marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5% of the shares. X YES NO /� If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)(tie owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this ay of ust 2025 Signature Print Name MARTIN D. FINNEGAN F+v I J°4 Sb �NMf zAll 171vd as le t r a a. a r�f fC'• Y # p s �oz.,�,�ilrL- 'ti t.�Re 'r J �` a"� ram• 1. "'`� "�.^� d ,{.�b�•F ��:-sae W.� � � r-- a Glenn Goldsmith,President '*0f sours Town Hall Annex A.Nicholas Krupski,Vice President ,`O� ��� 54375 Route 25 P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly @ Telephone(631)765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 11, 2024 Thomas Wolpert Young Associates 400 Ostrander Avenue Riverhead, NY 11901 RE: HENRY H. BOSTIC, III 5305 NARROW RIVER ROAD, ORIENT SCTM#1000-27-2-2.3 Dear Mr. Wolpert: The Southold Town Board of Trustees reviewed the Building Permit Survey prepared by Young Associates, last dated February 20, 2024 and determined that the proposed construction of a 1 '/2 story barn and new sewage disposal system (A/I OWTS) is out of the 100 foot Wetland jurisdictional area under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary, or within 100' landward from the edge of vegetated wetlands, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal - Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. Si rely, PZ W 4:9 Glenn Goldsmith, President GG:ec ��SOFEOtK�oGy Town of Southold 4/4/2023 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43980 Date: 4/4/2023 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 5305 Narrow River Rd.,Orient SCTM#: 473889 Sec/Block/Lot: 27.2-2.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/10/2022 pursuant to which Building Permit No. 48065 dated 7/14/2022 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: roof-mounted solar panels to existing single-family dwelling as applied for. The certificate is issued to Bostic III,Henry&Ambriel of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48065 3/21/2023 PLUMBERS CERTIFICATION DATED A i riz store �o�ps Rut e0p, Town of Southold 3/26/2022 P.O.Box 1179 Irv • 53095 Main Rd �.fjOl �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42952 Date: 3/26/2022 THIS CERTIFIES that the building ELECTRICAL Location of Property: 5305 Narrow River Rd.,Orient SCTM#: 473889 See/Block/I-ot: 27:2-2.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/8/2021 pursuant to which Building Permit No. 46544 dated 7/8/2021 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: 300 amp underground electric service. The certificate is issued to Bostic III,Henry&Ambriel 'of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46544 3/18/2022 PLUMBERS CERTIFICATION DATED - dop Authorized Signature F8tKooGy . Town of Southold 7/22/2023 P.O.Box 1179 53095 Main Rd pA ���g Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44336 Date: 7/22/2023 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 5305 Narrow River Rd.,Orient SCTM#: 473889 Sec/Block/Lot: 27.2-2.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/28/2021 pursuant to which Building Permit No. 46331 dated 6/2/2021 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory+in-ground swimming pool with spa fenced to code as applied for. The certificate is issued to Bostic III,Henry&Ambriel of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46331 3/18/2022 PLUMBERS CERTIFICATION DATED _. A gnature �o`p�EFot,��G Town of Southold 7/22/2023 P.O.Box 1179 s, 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44337 , Date: 7/22/2023 THIS CERTIFIES that the building ADDMON/ALTERAnON Location of Property: 5305 Narrow River Rd.,Orient SCTM M 473889 Sec/Block/Lot: 27.2-2.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office'dated 4/28/2021 pursuant to which Building Permit No. 46330 dated 6/2/2021 was issued,and conforms to all'of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations including screened porches with deck addition,to existing single-family dwelling as applied for. The certificate is issued to Bostic III,Henry&Ambriel of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46330 8/29/2022 PLUMBERS CERTIFICATION DATED 'gnature o�s�FFOLIrcloz Town of Southold 1/12/2022 a P.O.Box 1179 " o co x 53095 Main Rd �y �ap� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42546 Date: 1/12/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 5305 Narrow River Rd,Orient SCTM#: 473889 Sec/Block/Lot: 27:2-2.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/25/2018 pursuant to which Building Permit No. 42829 dated 6/29/2018 was issued,and conforms to all of the requirements of the applicable provisions-of the law. The occupancy for which this certificate is issued is: construct additions and alterations to existing single-family dwelling and to legalize"as built"AC unit and generator as applied for. Corrected 1/12/2022 for permit number only. The certificate is issued to Bostic III,Henry&Ambriel of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Ani A d i tune FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hail Southold, N.X. CERTIFICATE OF OCCUPANCY No: Z-34428 Date: 07/02/10 THIS CERTIFIRS that the building MINOR ALTERATIONS Location of Property: 5305 NARROW RIVER RD ORIENT (HOUSE NO.) (STREET) (HAMLET) Coumty Tax Map No- 473889 Section 27 Block 2 Lot 2.3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 7, 2009 pursuant to which Building Permit No. 35208-Z dated DECEMBER 10, 2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is DORMER ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JEROME T MURPHY (OWNER) of the aforesaid building. Su FOLK COUNTY DEPARIHENT OF HEALTH APPROVAL, N/A BLECTRICAL CERTIFICATE NO. 12609 04 21/10 PLUML3S3;L8 CERTIFICATION DATED N/A Aut or zed signature Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No E-24207 Date MARCH 14, 1996 THIS CERTIFIES that the building 19EW DWELLING Location of Property 5305 NARROW RIVER ROAD ORIENT NY House No. Street Hamlet County Tax Map No. 1000 Section 27 Block 2 Lot 2.3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 15 2995 __pursuant to which Building Permit No. 22825-8 dated JUNE 14, 1995 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is A ONE FAMILY DWELLING WITH ATTACHED DECK, THREE OPEN PORCHES AND TWO ROOF DECKS AS APPLIED FOR. The certificate is issued to MARTIN J. BANCROFT JR. (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-95-0057 MARCH 1, 1996 UNDERWRITERS CERTIFICATE NO. MARCH 7, 1996 PING PLUMBERS CERTIFICATION DATED MARCH: 12, 1996 ROBERT VAN ETTEN Building Inspector Rev. 1/81 TOWN OF SOUTHOLD PROPERTY RECOR OWNER , � ,fir t 1 T ET �;' : VILLAGE DIS'.. SUB. LOT FORMER OWNER f. N E ACR. S W TYPE OF BUILDING RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE I REMARKS ' -. -� '. ,�,t [} f +",; i^y ,'f ti !� '� i.•<t rr.-f' r"zi� tf \ � ` l ��5�< 4G�t'y r a �ij t , _ I�iicx ;r�_ 1 ..���`��,51.�;r.��= f�t.����yL� �, i`:Q�":•^t=' �i� �ti��, � �.,r�``, Tillable --FR ♦, ��r � , � ��� '�{` fd/ �11G'i rai 1•`)f `."'Ip"7 ,{/!J s.,% �'"��ll/� /L I�1�70� A Woodland 1 +•: —; t -} sir FRONTAGE ON ROAD Meodowlaa� -' ` �} ..�" DEPTH House Plot �s- f r :f ti BULKHEAD Total l f 27.-2-2.3 11/15/2022 -7�I Z2 —186 e-3 7 Foundation Bath 2—T ��x,!�nslo!l 16-0 Basement Floors Extension SO Fxt. Walls (-0 V,*?, C e-,C, ,f Interior Finish Extension Fire Place vide Heat Dl>f"Alf Porch 2 S I 10 I Pool Attic Patio Deck 5 -7 Rooms 1st Floor U Breezeway Driveway Rooms 2nd Floor Garage 0. B. pd Ck BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��0�SO!/Tyo 53095 Main Road-P.O.Box 1179 Patricia Acampora Southold,NY 1197I-0959 Eric Dantesa Office Location: Robert Lehnert,Jr. Town Annex/First Floor Nicholas Planamento � o �O 54375 Main Road(at Youngs Avenue) l�Co � Southold,NY 11971 RECEIVED bap://southoldtownny.gov �' / -� s%&I fool ZONING BOARD OF APPEALS UN 2 0 20M TOWN OF SOUTHOLD Tel.(63I)765-1809 Southold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JUNE 15,2023 ZBA FILE:#7777 NAME OF APPLICANT: Henry and Ambriel Bostic PROPERTY LOCATION: 5305 Narrow River Road,Orient,NY SCTM# l 000-27 2-2.3 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMMSTRATNE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A 14-25 and the Suffolk County Department of Planning issued its reply dated February 28,2023stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268,Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated May 22, 2023. 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 the LWRP policy standards and therefore is INCONSISTENT with the LWRP. The Board of Appeals has determined that the location of the two"as built"shed pose no imminent environmental danger as the Board of Trustees#2030C was approved for the"as built"shed permit #10366 on May l7,2023. The second shed is located outside the Board of Trustees jurisdiction. By granting area variance relief; thereby legalizing the "as built" sheds located in the front yard, this action can be considered CONSISTENT with the LWRP policy,standards. PROPERTY FACTS/DESCRIPTION: The subject property is a conforming 6.71 acre or 292,324 sq. 8. parcel located in the R 200 Zoning District. The northerly property line measures 742.59 feet then dips southeasterly 231.58 feet totaling 974.17 feet,the easterly property line measures 230.22 feet and is adjacent to Narrow River Road,the southerly property line measures 858.50 feet and the westerly property line measures 348.11 feet. This property is considered a corner lot.The property is improved with a two-story frame dwelling with attached wood decks on the east and west sides of the dwelling. There is a fenced in-ground swimming pool located north of the dwelling with two"as built" 10 feet x 10 feet wood sheds located south of the residence.There is a 50 foot Right of Way with 25 feet on the applicant's property and 25 feet on-the other side of the private road with two very large ponds(wetlands) located on the easterly portion of the property as shown on the survey map prepared by Howard W.Young, Land Surveyor and last revised November 15,2022. BASIS OF APPLICATION: Request for Variance from Article 111, Sections 280-15;and the Building Inspector's December 15,2022-Notice of Disapproval based on an application for a permit to legalize two(2)"as built"accessory T Page 2,June 15,2023 ##7777,Bostic SCTM No.1000-27-2-2.3 sheds at; 1) located in other than the code permitted rear yard; located at 5305 Narrow River Road, Orient, NY. SCTM#1000-27-2-2.3. RELIEF QUEST:_The applicant requests a variance to legalizer two(2)"as built"sheds.The"as built"accessory sheds,on this conforming 6.71-acre lot located in the R 200 Zoning District, are not permitted pursuant to Article 11I, Section 280-15, which states accessory building and structures shall be located in the required rear yard. The sheds are located in the front yard ADDITIONAL INFORMATION: During the Public Hearing a neighbor stated her concerns that one shed was near the wetlands. The Southold Board of Trustees has granted a permit for that shed as they saw no problem or harm to the wetlands. A letter of opposition from the same neighbor was also received. FINDINGS OF FACTI REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 1,2023 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: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. This is a very large properly,'not visible to other properties,and contains h two very large ponds(wetlands)that cover most of the easterly portion. The subject lot is accessed by a private Right of Way off of Platt Road and is not accessible or visible from Narrow River Road.Much of the property surrounding the ponds are unbuildable for environmental reasons. The surrounding properties are also very large and neighbors are visually and physically separated which creates privacy from one lot to the other.The subject sheds can only be seen from the private Right of Way that is not heavily traveled. The applicant uses one shed for storage and one for garden tools. Sheds are not uncommon in the area and other properties have sheds that are visible from the street. 2. Town Law&267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved other than an area variance. The house was built in the northwestern corner of the property,on the highest elevation and as far from the wetlands as possible. Since the property is considered a corner lot,bounded by Narrow River Road on the east and a private Right of Way to the south, accessed from Platt Road, the designated rear yard is vey small and inconveniently located for the placement of the two as built sheds. Moreover,an in-ground swimming pool in the small rear yard leaves little to no room io which to locate the as built sheds.The storage sheds are located convenient to the driveway and planned garden location. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 100% relief from the code.- However,as stated previously,this property is considered a corner lot with two front yards and a very small rear yard based upon the placement of the existing house,making a conforming location for the sheds impracticable relative to the manner in which they are used. The existing location near the driveway,on an elevation that is lower than the house and at the same level as the existing driveway,is the most functional location. 4. Town Law 6267-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. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law&267-b(3)(b)(51. 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. __ i Page 3,June 15,2023 #7777,Bostic SCTM No. 1000-27-2 2.3 6.Town Law-267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of two (2) "as built" sheds while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. 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 Acampora,seconded by Member ,and duly carried,to. GRANT the variances as applied for,and shown on the survey map prepared by Howard W.Young,Land Surveyor, last revised November 15,2022 and architectural drawings prepared by Spiro Anxhara,LPE,and dated January 10, 2021. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The two sheds shall remain unconditioned and uninhabitable with no plumbing. 2. If applicable,the applicant must apply to the Building Department for a building permit for the"as built" improvement(s)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. 3. If applicable,the applicant must obtain a Certificate of Occupancy from the Building Department for the "as built"improvements)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. 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 Certfcate 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. IMPORTANT LOUTS ON THE APPROVALS)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 ofAppealL Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan 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 nonconformitles 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. TDR LOffN ON TEUS 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 1 Page 4,June 15,2023 #7777,Bostic SCT M No. 1000-27-2-2.3 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 THE CODE RE UHMI)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),Acampora,Dantes,LehneM and Planamento(5-0). Les ' es Weisman,Chairperson Approved for filing 6 / � /2023 BOARD MEMBERS ��oE$f7Ury0 Southold Town Hall 1 Leslie Kanes Weisman,Chairperson ,`O 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora & Office Location: Eric Dantes Y� Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento + Southold,NY 11971 RE-%f VED http://southoldtownny.gov ZONING BOARD OF APPEALS AU 1 6 2024 TOWN OF SOUTHOLD ` Tel.(631)765-1809 Southold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 159 2024 ZBA FILE:7934 NAME OF APPLICANT: Henry Bostic PROPERTY LOCATION:5305 Narrow River Road,Orient,NY SCTM No. 1000-27-2-23. 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 H category of the State's List of Actions,without fiuther 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. ' LMW 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 FACTS/DESCRIPTIONt The-subject property is a conforming lot in an R-200 Zoning District. The property has a road frontage of 230.22 feet along Narrow River Road,then runs northwest for approximately 1,203 feet,then turns northeast for 348.11 feet then returns for approximately 974. 17 feet back to Narrow River Road. The property is improved with an existing frame residence,an accessory swimming pool and two small sheds all shown on survey prepared by Howard W.Young,LLS,last revised March 12,2024. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-1051)(4);and the Building Inspector's April 26,2024,Notice of Disapproval based on an application for a permit to construct a deer fence along the front yard of a residential property;at; 1)located in the front yard is not permitted;located at:5305 Narrow River Road,Orient,NY. SCTM No. 1000-27-2-2.3. RELIEF REQUESTED: The applicant requests a variance to construct a deer fence in the front yard where they are prohibited in front yards. -ADDPI'IONAL INFORMATION:-As per testimony at the public hearing,the property owner currently has a double 4-foot deer fence currently installed in the side yard. The agent described the proposal to attach a full-size 9-foot- -high deer-fence to the existing fencing on the property. There were several neighbors who spoke out against this application at the public hearing. i T Page 2,August 15,2024 #7934,Bostic SCTM No. 1000-27-2-2.3 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 1,2024 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 tho following findings: 1. Town Law 6267-b(3)(b)(1). Grant of the variance will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. There is no active farming or crop production currently on the property to justify the proposed fence height.Neither is the proposed deer fence located at a principal front yard setback from the front property line. There are currently no deer fences in the immediate neighborhood in front yards.In addition,the installation of the proposed fence will result in deer being displaced from the subject property onto adjacent and nearby properties which will cause an undesirable change in the character of the neighborhood. 2. Town Law&267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method feasible for the applicant to pursue,other than an area variance. The deer fence could be installed in the side yards and rear yard where it would be legal and as of right and would enclose a large portion of the subject property. 3. Town Law 4267-b(3)(b)(3). The requested variance is mathematically'substantial, representing 100 %relief from the code. Moreover,the applicant can use alternative locations,and lower fencing to achieve the goal of keeping deer off the section of the property with the house and accessory pool. 4. Town Law 4267-b(3)(b)(4). 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.Adjacent neighbors expressed concerns over the displacement of deer onto their properties if the applicant constructed a deer fence on his,property in the non-conforming front yard. S. Town Law V67-4(3)(b)(S). 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. 6. Town Law 4267-b. Grant of requested relief is not the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a deer fence in the front yard while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. 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 L.ehnert,seconded by Member Acampora,and duly carried, to DENY as applied for, Vo Board::`/A/Jyes,:: mb rs Weisman(Chairperson),Dantes,Planamento,Acampora and Lehnert.(5-0) Leslie Kanes Weisman,Chairperson Approved for filing 1 114 /2024 • I IIIIIII IIII IIIII!IIII IIIII 11111 llllf flflf Iflll IIII IIII IIIIII IIIII!IIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 11/20/2015 Number of Pages: 4 At: 11:15:27 AM Receipt Number : 15-0162554 TRANSFER TAR NUMBER: 15-11546 LIBER: D00012841 PAGE: 664 District: Section: Block: Lot: 1000 027.00 02.00 002.003 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $1,500,000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5.00 NO EA-STATE $125.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $60.00 NO Transfer tax $6,000.00 NO Mansion Tax $15,000.00 NO Comm.Pres $27,000.00 NO Fees Paid 048,255.00 TRANSFER TAX NUMBER: 15-11546 THIS PAGE IS A PART OF THE INSTRUbMVT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County 1 2 r Number of pages RECORDED 2015 Nov 20 11:15:27 All JUDITH R. PASCALE This document will be public CLERK OF record.Please remove all SWFMK CM%rYL DOW12FAl Social Security Numbers P 664 prior to recording. DTO 13-1154e Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 1 FEES Page/Filing Fee _ Mortgage Amt. t.Basic Tax Handling 20 2. Additional Tax TP 584 Sub Total Notation SpecJAsslt EA-S217(County) Sub Total Spec./Add. EA-5217(State) _ TOT.MTG,TAX R.P.TS.A. lob— Dual Town Dual County Held for Appointment Comm.of Ed. S. 00 Transfer Tax Affidavit _ • : Mansion Tax I c000 Certified Copy The property covered by this mortgage is or will be Improved by a one or two NYS Surcharge 15. OD. family dwelling only. Sub Total Other YES or NO _ Grand Total s If NO,see appropriate tax dause on pages of this Instrument to 19 4 1 Dist. ^llnn nno^03 5 Community Preservation Fund Real Property 15031503 loon 027000200 002003 C:onside 'on Amount$ 1,500,000 Tax Service Agency R oTY A IMMUNE F T e S27,000 Verification OV Sa is � Improved XX rV ,y RECORD&RETURN TO: es Vacant Land Sara R Throne,Esq. ti��� TD Sonnenschein,Sherman&Deutsch,L.LP TD to 7 Penn Plaza,Suite 900 y New York,NY 10001 TO Mall to:Judith A.Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY mot Co.Name National Granite Title tits.Co. wwwmWdlkcountyny gov/clerk Try e v 13-31379W 13 Suffolk County Recording & Endorsement Page This page forms part of the attached _ Bargain and Sale Deed made by: (SPEGFYTYPE OF INSTRUMENT) Jerome Thomas Mumhv The premises herein is situated in SUFFOLKCOUNTY,NEW YORK. TO In the TOWN of_Southold In the VILLAGE as tenants by the entirety orHAMLETof Orient BOXES 67HRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over ORO Bargain and Sale Deed with Covecants Against Grantor's Arts-Individual or Corporation CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY A5 .--, F THIS INDENTURE,made the 1 9 �' day of October,2015 BETWEEN JEROME THOMAS MURPHY,residing at I IA Kirkland Place,Cambridge,MA,02138 party of the first part, HENRY H. BOSTIC III and AMBRIEL FLOYD BOSTIC,as tenants by the entirety,both residing at 246 Warren Street,Brooklyn,NY,11201 party of the second part, WITNESSETH,that the party of the first part, in consideration of TEN($10.00)Dollars,lawful money of the United States paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate,lying and at SEE SCHEDULE`A' ANNEXED HERETO BEING AND INTENDED TO BE the same premises conveyed to the party of the first part by deed dated June 27,1997 which deed was recorded in the Office of the Clerk of the County of Suffolk on July 10,1997 in Liber 11840 at page 233. TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof. TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises. TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been incumbered in any way whatever,except as aforesaid. AND THE party of the first part, in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement,and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: OMU.TH MAS RP STATE OF NEW YORK:COUNTY OF SUFFOLK)ss: On the '8''h day of October, 2015, before me, the undersigned, personally appeared JEROME THOMAS MURPHY, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted,executed the instrument. Public JENNIFER B.COULD Notary Public,State of Now York No.02005024640-Suffolk County Commission Expires March 14,20 I8 f j V r f SCHEDULE W ✓ ALL that certain plot,piece or parcel of land,situate,lying and being in the Town of Southold, County of Suffolk and State of New York,known and designated as Lot 3 on a certain map entitled "Subdivision Map of Settlers at Oyster Ponds"and filed in the Office of the Clerk of the County of Suffolk on May 4, 1984 as Map No. 7729,said lot being more particularly bounded and described according to said map as follows: BEGINNING at a point on the northeasterly side of a 50 foot right of way,where the same is intersected by the division line between Lots 2 and 3 on the aforesaid map,said point or place of beginning being the-following four(4) courses,curves and distances from the intersection of the southeasterly side of Halyoake Road with the northeasterly side of Platt Road: 1. Southwesterly as measured along the southeasterly side of Halyoake Road a distance of 41.40 feet to the center line of the 50 foot right of way; 2. South 88°58'00"East, 152.21 feet; 3. Northeasterly along the arc of a curve bearing to the left having a radius of 280.00 feet a distance of 239.46 feet; 4. Northeasterly along the arc of a curve bearing to the right having a radius of 100.00 feet a distance of 120.39 feet to the true point or place of beginning; RUNNING THENCE from said point or place of beginning along the division line between Lots 2 and 3 North 39°32' 10"East,348.11 feet to the southwesterly side of land now or formerly of Edward Latham and Daniel Latham; THENCE along said last mentioned land the following two(2)courses and distances; 1. South 530 53' 10"East,742.59 feet; 2. South 78*53' 10" East,231.58 feet to the westerly side of Narrow River Road THENCE along the westerly side of Narrow River Road South 080 58'00" West,230.22 feet to the center line of the 50 foot right of way; THENCE along the center line of the 50 foot right of way the following eight(8)courses and distances: l. North 810 02'00" West, 50.00 feet; 2. Northwesterly along the arc of a curve bearing to the right having a radius of 550.00 feet a distance of 128.55 feet; 3. North 67°38' 30" West, 187.82 feet; 4. Northwesterly along the arc of a curve bearing to the left having a radius of 180.00 feet a distance of 197.92 feet; 5. North 73°56' 30"West,67.27 feet; 6. Northwesterly along the are of a curve bearing to the right having a radius of 765.00 feet a distance of 276.94 feet; 7. North 53012' 00"West, 180.00 feet; 8. Northwesterly along the arc of a curve bearing to the left having a radius of 100.00 feet a distance of 27.55 feet to the point or place of BEGINNING. SEESEC NO 018 ,E MATCH LINE FOR PCL.NO. SEE SEC.NO. 1.3 018-06-014.9 21A (c) 6 2.1 7 4A(c) 51A B.BA(.) ry 70UN OF SOUTHOLC 9.1 2.2 5.1 A STATE OF NEW YORK 23 9.2 6 7A zc 2.3A y ei3,. ' 6 2.8A(c) jv 2.9 5.OA 2.8 5. OA 4 F.D.25' A 5 2.1 A(c) STATE OF C, 1.6A NEV,YORK 0 4; 3.3 4 u STATE O 2.10 t. 5.GA 3. 4 24 1.7A(c) 111A 2.4 2.7 2.2 .31 5.OA 1 2A(c)' 1.3A 3.2 ia; 2.3 1.3A 3.3 3A 1.3A 2.5 Z. 1.5A 3.5 10.6A 1.7A 3.6 17A 3.13 l.BA 3,14 2.6 I.IA 91A 7.3 69.6A t 4-m �i,72 STATE OF TO'NNCF NEW YORK SCJT�C- z b 6)-7 co" +60 14. I LID 2 )WN.OF SOUTHOLD 5.2 Z 2.OA(c) 4 92A(�j 7 STATE OF NEW YORK N NOTICE K I�AINT_.,.ALTE-10 SALE OR a7, w E DISTRIBUTION OF ANY PO'R'TIol,.1 TIE TOWN OF SOUTHOL[ S UFFOUK COUNTY JAX Nw IS PROHIBITED q as ITHOU]REAL VVIRITTEN PEPJVJSSUN OF THE PROPERTY TM S_MYICE AGFN- Y p- - vll�h 01 ARCHITECT OF RECORD: THOMAS HANRAHAN,HMA 53 WIRELESS ROAD EAST HAMPTON, NY 11937 IN COLLABORATION WITH: OWNERS HAWES&AMBRIEL BOSTIC X D S INDEX A 0.0 SURVEY A 0.1 SEPTIC APPROVAL * X A 0.2 SEPTIC CONDITIONS ��JO 1437 KING STREET,45 KDS,LLC A 0.3 SITE PLAN CHARLESTON,SC 29403 A 1.0 PROPOSED GROUND FLOOR PLAN p1 A 1.1 PROPOSED FIRST&SECOND FLOOR PLANS \�O" A 1.2 PROPOSED ROOF PLAN r a A 2.1 FRONT ELEVATION Q A 2.2 SIDE ELEVATION O A 2.3 REAR ELEVATION A 2.4 SIDE ELEVATIONA 3.1 BUILDING SECTION- GARAGE/UPPER STUDIO 6� A 3.2 BUILDING SECTION- GARAGE/UPPER STUDIO V� A 3.3 BUILDING SECTION-- STAIRHALL/PORCH 0 ��� XN A 3.4 BUILDING SECTION-- LOWER STUDIO/STUDIO LOFT/PORCH e E 1.1 FIRST&SECOND FLOOR ELECTRICAL PLANS S 0.1 GENERAL NOTES S 1.0 FOUNDATION&FRAMING PLANS S 2.0 SECTION DETAILS S 2.1 ROOF FRAMING DETAILS S 2.2 ROOF FRAMING DETAILS S 2.3 FRAMING&SECTION DETAILS S 3.0 SCHEDULES&DETAILS El [Ell F] 171 LLL BOSTIC GARAGE / STUDIO 5305 NARROW RIVER ROAD "LOT 3,SETTLERS AT OYSTERPONDS" BOSTIC GARAGE/STUDIO ORIENT, NY 11957 TITLE PAGE NO SCALE ppp ppEpp��N E R 2MT REVMW SET 06 03 25 NJ Iu 3, 2025 T 1 .0 ®\.s.•N e s r w ( 400 Os4utl"r Avarua,RNe. W,Nan York IKOI Nonord FL Y=vg,Lord' ayrx N -a—C.WolRert,Protoaalwnl Engtrner j' • \ Ornylaa E.Adam,Prof—a l O Vp ,r tO—Wl A Weavar,L—d S.Y g- i SITE DATA ' w AREA=6.7105 ACRES OR 292,924 50.FT. S: ) •SUBDIVISION-'F:ETTLWR AT OY5TENPONOS•FLED N THE OFFICE OP TM CAERK OF SWFOLK COUNTY ON MAY 4.1904 S I AS FILE NO.TI29. ?' `'\ g' •SEE FLOOD 11CAR ANCE RATE MAP PANEL NO.561090006B H LAST DATED St'T.29,2009. PROPOSED $ •POND SNORE LRtE,LOCATED BY CONVENnONAL 5URVen THNIC AND FROM NEW YORK STATE AERI 615 AL I STORY 6ARR6E EC PHaroeRAPNr 20S. r' $ /r Ie'. ``� \ * •DATUM NSVD I96B \ • HISMEST E>4'EOTED GRCUIIDWATER ELEVATION •IO j' S.. . \ • NIA-®ER OF BEDROOMS(DE51614 EDUIVALENT) •4 \ ✓ :, r> a, 1 f I •MNM IM RPOMREp I/A OWTS CAPAGIx •440 6AL / Y.. �j�'C _ .� / l • PROVIDED I/A OWTS CAPACIx .500 6AL . ryOC 0l` p� / h7 ��o Y • LEACHING SYSTLH FE IRED .5005FSWA �� / i ,t fi P Qn foA •LEACHING SYSTEM PROVIDED .500 5FSWA WEu. a i/ 9 _ — 0 O � / � J ,O EXISTING 2 STORY APW)L Lor OF I --f^-.� aAgo% FRAME HOUSE ,Ks OO SANLTARYSYSTEM y� ' ewe SURVEYOR'S CERTIFIOATION \` I' i�/� / //•g/ �o I Y .p. \ • \ ••� aV Lot9 ' THIS SURVEYW P PARED ININ HENRY AL NLE WITH TMEI TE AOF d \ / \ \ a PRACTICE FOR LAND°.LXVEI.S ADOPTED BY THE NEW YORK STATE / / I \ \ pp SubdN1910n- ry• I� A IATION OF PROFESSIONAL LAND SURVEYORS. —'------- —i / 1 ' \\ \ -Y.• i p" I "Settler at 4 I5221' I \ 'y \ � / yy ¢ Old+ SBB•SB'OO•E i I \ Ip- i� \i P Pl p p /�� ----------------- y gc_�, Ilk F ��y"h� �� POD § `r�jP �j➢' ,,N/ i- i ;0 J.OP y I �El '')v �'�gil \\ \ ` �' �• 7 �$ Yo'g 23(sg /?� vRA-it•_`1 ,.if 'r5^' �a s' \ HOWARD W YOUNb, 4. SURVEY FOR HEALTH DEPARTMENT USE ��6h��Eb�e a `v67z7, 5 (Y HENRY H. B05TI G, III / �n�• ��/q�q2\` ' / LOT 3,"SETTLERS AT OYSTERPONDS" SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ! at Orient,Town of Southold PERMIT FOR APPROVAL OF CONSTRUCTION FOR A ( 3 Suffolk County,New York SINGLE FAMILY RESIDENCE AND BUILDING PERMIT SURVEY 3 ./ ——_—^^_ /e�.g?• \ ` t !/ County Tax Map —1000—27 —02 .m 23 ACCESSORY GARAGE NO SLEEPING DST 3a 2025 MAP PREPARED N OV.15.2023 r \ e \` _ •.r \ Record oP Revisions DATE 1/30/25 $• F. R-24-0172 ede Cs _ ss -- DATE / OB )L 5WN PENCE l GATES 05.2024 _ SfANS NDIAAI VE FES.20 2024 APPROD aN24.2�A 1 //'s� 7''°�• �1'o�Qoya �C a TOTAL MAXIMUM BEDROOMS 4 \\ t EXPIRES THREE YEARS FROM DATE OFAPPROVAL SEE ATTACHED SPECIAL CONDITION, ; 0 a 5O 6a 120 15D GRADING PLAN AND/OR PLOT PLAN. ;. DXYBK�IS2 1o22_D212_bp DF2 B.,a.�rx ■.aa� .Am A.a key ♦.aTA:Farm � ( P I BOSTIC GARAGE SURVEY SCALE NOTED 03 06 25 A 0.0 - - - - SY✓zr AIR VENT GAP 400 dih'mtler AVenn,RNenc.od;Non York 11401 \ , - MF9 BY TLe--Yns WI.631.T2T-2S03 F-631.'12tA144 \ l IS,MN FROM ANY admtrdx Hoer 25TORY DOOR ORWIDOW SEE ATTACHMENT(S) Is NOTES FOR \ BmRooFt9) s 12 Olgt�fw�OCt�4•GQ.rJ•. \ FFQ.=I3sa a°we co• w5vx5 a vE:s a•we o a•we• r ABANDONMENT OF SANITARY STRUCTURES fv �Z00%MIN Km SAFETY LIPS 00%MIN LOOKING 11OM MIR \ LTMTTOFa.EAR]N',LRA0]N6 MPS BY `y aGROVND DISTURBANCE T APPROVED EdLI TO 6RADE F W.Your,g,Lmd vY°r' AB4NDONMtM IN-RACE TMr G.Wo t Rdeulonal Iroar FJaSTW1G SYSTEF6 SHALL SEE ABANDONED BY REMOVING ALL I RIM•IOO RIM•IOD DouglgnDEmUM Te �aebn�&Iglu Rea LIUA.SENASE YIASTES BY A LIOE3LSED WASTE HAULER OVING REM HIOPOSED FRAME EL•113 TIE TOP OF THE STRUGTVFE(5),BAGKFILLINS WITH 5UITABLP SAt•D At I' ]a,1 I-V25TORY GARAGE IT 5"A MATERIAL,AID PROPERLY COI-1PACTIN6. I' , � - -,aura:-- EL-OD TOP AFB ABAHOrvNMETr]BY RCMOYAL �I '+.- IE•bE0 IEvb IEvb ��.�� HEALTH _ _ I., , a W E B9 �8 ' DEPARTMENT USE EXISTIti6 SYSTEMS MAY ALSO BE ABANDONED H -M REMOVING ALL RE51lNAL 5E•IAGE YIASTE9 B'f A uCBGED HAULEF�REIAOVINb TIE ENnRI STRIOTLRE(B),BALICFILLIN6 WITH SUITABLE SAND AND 6MVEi {/ OONNxT 3'. O VENT LINE See D __._._____-____.._..-_..........-_._....-_.___....__ MATERIAL,ANm PROPERLY COMPACTING. r(f: • •`• "f.xl• TO HOLE M OY15T 5�DETNL FOR IE•450 p „ OWTS COMPOFETS w Abandonment of the existing sanitary system must be in ABMDOWE7f OF SEY2R PIPING •3'I� ' , Q. F CEE OAF B1aILDIIAMT gpM1Z I POURED IE.4A2 ' -Tr conformance with the Department's requirements. EOT BA TIE A55CGIATm SEI-ER PIPING�JNA1.L BE Out AND GAPPED A9 A ,p MEANS OF AHAICOMAEW THE DEPARTMENT SHOULD BE CONTACTED S°' •'�y�U ,p ryo, I' /7 cc3,C 5 AIR LIF✓C TO BLOPQ:R INVERT e� M bmit completed form VWJM-080 as proof FOR PNRf1/ER ABANDON-ENT RC-OUIRv T9,IF WNRE OONSTRIOTION .i� F'Jt p "9i. i S GAL I/A OPTS 1 ....,...__.._-........._.-..._...._._-__..._._.._._.-_._.___.._..._.._.._.___.._...._.._... 15 COHTE•PLATm IN TIE AREA OF THE ABANDONED 5E'TIC SYSTEM. 7.'/ 4 Q` _ • �G LPL MP6. F(WOLEAN USA 4'DIA DISTRIBUTION BOX U 3 •4_ Ii a S-Ige1 H16F T EXPECTED 6N EL•ID CERTIPIOATaN I¢UIR_O e t / PROVIDE END GAP LEVELING DEVICE SANITARY LEACHIIVb PIED Deslgn Proft;;ional';Certlficatlon P,equlred. THE ABAF✓DOIWENT a exI5TIN5 SEYIA6E DI` AL SYSTEMS,EITHER ♦/0' N ♦ ,p HYDRAULIC,PROFILE MOLkvL-4 MFG BY TVF-MITE OR TOTAL Of,(6J LS IN-PLAGE.OR BY REMOVAL MIST B8 C FIFIW BY BITER A APPRO E ESUAL FOR ALL 3� subml[P.E.or P.A.CFrti(ication For LICELED DESIGN PROFESSIONAL OR LICE6ED CONTRACTOR A9 VfY p/ / o. �S3• \\ v a :r DISTRIBUTION BOX Q7fLET PIft3 The In;talldtion and ConStruClipn Of the Sewage Disposal Sy51em INDICATED BY THE DEPARTMENT ON THE PERMIT TO CONSTRVOT.FOR ♦\71 ar ' APPROPRIATE TE K)HI BY M4A6ENLL SEWER DISTRICTS,SHOULD /\.� 'V-- ♦ \ n.lx � �'O T TP ,F APPROPRIATE MINIGIPAL A6ENOT WIrH.LRISTFV TON 5H(XAD ALSO Q. le.]e 'Hb Qq\d• ,ean VY l}/$aL ry Use Form WwM 073 Be CONTACTED. 1��r/ / IS* b O 9 fU11ClEAN CENbER1Eb •.I ry� m ¢Ayv NooEtD,u PREvwus(r +� Toward Clean Waw... ,D` 7 I ,T.BxY� Y\\ e.xe PPPRWEDmR4FaY5Cda WELL AND LATERAL MUST BE TEST HOLE 6 'm ll�� l r' -m,, \I�• , I I + �A AtLMArF'nwtssalfnlRE.DPvcoYP, SHOWN ON FINAL SURVEY FAowfRtvW �F.` / .{rp • �. { '.r r.ex Cu_+��i Water linos 1 I \ j- ��e` •bCIIEIXILEIOEM]PwP DufM19TeE MSTALLEDTO PROYDE, 591OTE DAPIER FRDNADo uml . eANJRBNBPWO(IYP} 00� DfF .9:•�.MA t\ m MusT must bo insx Hoact ed b A aer olk Coun De t - lth �A0sCaFm smµANa�wDsisfE 'Sa° m o'� 1 m s• °y,:`,�•O'➢�xa. / •faa f h Call(631)852.5754,48 hours i snrnvmAA �� � \ p An of �\p ��,� '�� / / +•� vary xTaN culDaNa _ - 6 0��� � advance,to schedule inspection(sj. \\ \��e�?j\ \ 9 `O` anm / // x_ 7 oPYEwDYPt ENGINEERS CERTIFICATION �Y'Y \ �. ,Rl�(S 1 \ ♦ al Rjn fa.dt/ / OURETsowE, or0 e: p 7 I HBe�Y O TIFY TNAT TM nATER SUPPLT(5)ANO/OR 5EWA&E vD •C `C O� O /1 (%-. FC SNBCF.•bOIEDUUIff jj DISPOSAL 9YSTEM(5)FOR TNS PROJECT Pa;E D55USKED BT ME ICwESr EmFR 6 O ,b' Ce'M /E65TIN65GNRARY S7RUCR1RE5 TO wIWECONNECIEDTO NA %'O E%ifYNf2 S. OR UNDER MY DIRECTION.BASED UPON A CAREFUL AND THOROUGH xl BE REMOVED 1N AXORDANCE WITH LFAN CENUNR(ml LFN(:tHVAnIE9ltml � Y STUDY OF THE SOIL SITE AND 6ROUFIDWATER \ K" a� 1 /0 scnHs/s4ArmARDs .;j. 1 /K X1 1 6ENERP`(L.'NOTES FALILITIE9,A9 PROFO`�'COFffORM TO A ` f-fETYiEW(tYP) 1.THE OWT5.5HALL BE movEL ceh-S R NIFPGTIIr�D Err, DEPARTMENT OF 15 DATMTE ICES GONs Ipij 6TfJID/XRp�t vT •aae �63].LIe;,-� to c'° eo ocaNEcutoul tr;• 1� / xwETPORT FUJICLEANU9A. 9 \ •t- AC PROPOSED SAFIITA0.Y SYSTEM AnMrERALL ft V IJ Q'2 ///yyy��� sa7• \�• - '- �.- a•-E- ) Z.THE DE516N EN6INEER,H.Ua EAN USA. t Y` d m/ ♦.7 Rypl REPREBE NTATIVE,AND sCDHS REPAG>ENTAnVE9 SHALL '- d mod/ / SInEVENvmm OBSERVE E Ift�TALLATON OF THE OWTS Ahm f ' �wyyD / 6 `tt•; tlil \�5m {IMITOF 4EARTNG.6RAD1N6 \ DwfII51W5(tYPI LE (%&YST131. APPROVAL FROM ALL TVifE PRIOR C• L j-�• 6GROUND DTSNtBANCE + - __ t]? -� TO SA I,FILL HOWiIRp W.YWN6,NY3.L5.NO.45999n q \ / 40MPLEm- T THOMAS G.HOLPERT,N.Y.S.P B.NO, 3.THE 5YSTEM 5TAR 61489 _ r UP WILL BE uHropR HE bT y /A DIRT 51PERVI510N OF A RLIIOLEVN v3A WI.'GLA9 E ADAlTS NYS.PE NO.BOBaI p/ �l // \� /� 0�i earNnwLlsr y' RE�REscx7^AnvE. - 6"/ Y.` BceavCn VIA 4.AN P.XE&M OPERATION AND MAINR3VINCE \ / / / �T / V:�C' AD UtERe UD CONTRACT.EETAWN TFE MAINTENANCE PROVIDER PlJD SURVEYORS CERTIFICATION T W / / / ieR ] \y Q• R tAP(n'Pl .! PROPERTY.OYCL•R MST 8T:SUBMITTED TO THE S OWNS) •„ro, / / %S $ i•l(, _._ COUNTYOPEPARTHENTOVAL OF HEALTH 9IXVICE9(SODH9) flJ.IIGLEf1N INLET I,DfIP7E32 90 PRIOR TO APPROVAL OF THE I/A M A RESISTR OF •R EY Y REPAY I N ENRY M.BKTH THE 111 T1AT T115 BY THE TiCOFM.a IN ACCORDANCE E. ARnCLE 19 OF THE SURVEY Wq5 PREPARED IN ACCORDANCE WITd THE GOOF OF al Sea \' / (f- .r{T, �ry Q- pntETSONvfNinEmm ro.- AS"�DOIATION OF PROFESSIONAL LAFID SURVEYORS. $ � \ / �/ ll cP (7� G, LDrIG Sore oF.•suIEDULE m � SUFPOLK DOUNTY SANITARY CODE. PRACTICE FOR LAND SURVBYS ADOPTED BY TFE M1E3Y YORK STATE >.a h- PP NIE ECDCTEn TnitN t� (7P CIFAN CEN UNR(IYPI Vt vDrt¢wi�r //L C/IAMOOt a svnnmmam Cw•Il,e zn pr NFDy b31 AnovWb Fi atim C}m 4v 1 9 Y rO 6 10 creiw°d�uRe�nDaa7 rnmr'un 1]en,bv T vdmu Tag '� 32 \ AOAv7ERAufaRs '�'•�-"j • \x0 � t \ ': ARE4°OPENWGe � ♦IRFr P. WTLLT PRC .�. SPECIFl(:ATONS t ' j, III��' (TYPI A w YOUNG,N .LS Ava�nOk MWis PP/PE Fillip Pam SI% HOWARD . . .0 458 g \ \I \\\ {\••1� \ 19 abl•- _! Awl'cMm aobic MCNa PP/PE Pf PS Pi0m R.m 5'!Yo J1 f plwv' 2a cfm FWOB,S�F Y MIETB AIX L!<f H•P Fi PVC/PPf PH SURVEY FOR PLOT PLAN T APPROVEDFpt USE BYSmNS `m AacnCdvma Pbslk/Caelron SCALE,r-?O' NOTE,ALL CONDUITS BErYC-EN P-L ANO INSTALLATION 6UI17ANGE PLUCLElW SC EDULE 40 n aEnmauTmN P,PE A E _I a•Ad MTA12 Dise,f F LTilofim rabRls III TREATMENT TAW.MIST BE SEALED TO PREVENT PV6 a0-9e5RIM INLET All , FLpy®ENpG ITp ta[ NG IPODwI B HENRY H. B05T I O, GAS LEAKAGE INTO PANISI- LTeeatmufCBsnBw•vee lxda4aperlinRlaowtlmsPleEm v4(Vvmd ademew mmpcmden PLAN VIEW LOT 3,"SETTLERS AT OYSTERPONDS" FOR WIFI COMAWCATION DEVICE �^x+ a wY♦ni E USE ALhR 1/CONTROL PANEL MPLW045040 2 TromDofenNMMvPbinsoW-ft-WNbtl MN VWRlempimum mP u.tlmnol. IB Kva4E s'xuem_E(iYP 21'W,WIRE Om LRur¢9�r16uLr y CONTROLLER-d'FF6 BY S.E RNOHE V9 METER aLnRM/ ,..,,•,..�emeTmmma.F,qo.„.r.a.a<ru.re.mPP.e.Aa..•�aM.omNe,.aowd.sNOFm.o.m �� at Suffolk Orient,Town of Southold ePmbl..dA.wmam•.am.eodPIP.B"mm.,romHmt..mmF,m,I.m.r�om. Suffolk County,New York A CONTROL INCOMING SERVILE PA 1,01-e1041412 irotrervvy.aroo-rwee"wavemem FyClmnvumFRaa•trgFmeds•aelmdemgpemNYmewa.e7wa r-o(� CZATROLLER•A •„„m,,,,,, ,,mN m•m m„m..,rm.,d mBmn.Om m. Lm.ABM BUILDING PERMIT SURVEY D Fff�BT DEDICATED 9.P RHONE9l9 $.Tb Y6mOVYae eruvemnmemFmmam QamymrbFucWRc•"m mm{uW wDitlmRymampvlYV Foeved . ACATEDJB4 1:1 OCNTROL PAN�MOUNTI� OmvL+plvWPv.•a vwmnRRvawmmma amPtraeulrAeanlmu 3 Ni4'x4'PRESSURE 6emml Rr+RFP>ma mgam tWtmeemm trFawmo,denmapv. " m j County ran Map --1000 sa.,�m 2-1 ema 02 l<t 23 TREATm WOOD P09T5 IZOV ACSKTHNL19AM-Pc CO CONDUIT ].umlvWeammutmpveemarmmanm.enwSrAFIDums FORAwnpvuaPUNa AHmewsTmfinON Fdt ® MEIDSIRAREVEY OOMPLETED NOV.s,3023 29 MAP FitfPARED FLOV.I5,ZOZ3 •I]-Z AW6 F'9TN1 bND IN I•wCICONDUIT SBYAGE DISPObILSriTE16fOft OTHENTIMN SIMLEFAMM1Y RF.5I0ENCFSem me StAtre,YASFpt NTMJN. 1 �Y R-rd Of R-ISIOre MAIN OFFIANDANOCOtaImICnU1Fa1 CEWACEnSPDYLOK,fO6 Fai5WGLFfAYLLYFE^ 6• T-T ® � TRN SERVICE AIR WEATITA ER aTna W+nravmmucmm mm"mmamaevmu."mtremd♦RpymmBe A4gmnitvelane�.Iaper, ♦.aa• a,- ® a•_x=• ( REVISION DAM PANEL E.EG.COF9UIlr - OFT1SWIRINGPERMP5 ELOW92 ISNT t. [M.r41.dlm/mvermmedae t pE33 FENCEr GATEi FEB OB ZOZ4 BLOWER 2 vy6dpp"mweaep iyoduMwypoNdBs v]hAP m"P.NpeNAm lmmmAltaAteeanq I" 9CDH5 FfOlARI FEB.]O.Z024 HARDWIRE ENCLOSURE aumelwemu*YIemI%esdmdtlm ppemmre.Fa lagerue qm eymn.,veewvq m I NrsDEG JUl fib.]024 wldc. BIC IE➢U FIN.GRADE laean tmva OmrRYN•e{l.•Rma.(Demis Pn"amAespmemalemm lbwava"M!1 - 4AOFF/Ib.Wald¢mevmppemMmpLrdew v"deebawrowmmemdmn '. CTRIC 911FPLY AApp]vmmmdd�amvo:umdue na,u•aem lmc®Rdmnvt ' TO DWPER PwEIFRmn mme waYe"F9 W P"nuN"fWedIMW vemnRAlebe um4m,Admroebe•F¢•. _ TWN ASSDIBLY ].Aaaerbpw DUDaY.Lnm•mmtWAALfmmmdavlea•Iambe.Ic®eoe,pvU , rPRDBFro 9.E RHOFEr MACIOOR FWICLEAN �TRIMALW�VLY BOx SECTION B-B VIEW COMMODE AIR4110OR Ar3RATOR SECf10N A-A VIEWAIR LINE TO PUJICLPJW OWTS SCOIOr AS SHOWN MmvvOnPM aNwemUaa�INOTTfSTTM AR ELECTRICAL ONE-LINE DIAGRAM CONTROL PANEL it BLOIA®R Aolerro.emm.mmmmrmmdm m. HP•m�•RmNe•nemEn, I/A OK MDL.GEN-5 MPG.BY FWIGL.EAN L1 A JDB NO.2.=-0212 SCALC,NIB MVW M1.,aro.w,edmmm+�,rM.mnmlem nmm4ry P••Ta.•Iwm tleewnaena.Mnmmnlmawlwmmalm. DYNE.ZOIS_OIIB�OZZ_OZIZJPP Z OF 2 I a BOSTIC GARAGE SEPTIC APPROVAL SCALE NOTED 03 06 25 A 0.1 ARCHITECT OF RECORD: THOMAS HANRAHAN,HMA 53 WIRELESS ROAD EAST HAMPTON, NY 11937 IN COLLABORATION WITH: KIDS.LLC 437 KING STREET.05 CHARLESTON.SC 29403 COUNTY OF SUFFOLK Project Name:530 Narrow River Rd Health Services Reference#:R-24-0172 SCTM#'.1000D27000200002003 Revision 4.0 CONDITIONS FOR OBTAINING FINAL APPROVAL OF CONSTRUCTED PROJECT EDWARD P.ROMAINE As a Condition of this permit to construct,the following Items must be Completed as a minimum,prior to building SU FFOLK COUNTY EXECUTIVE occupancy and use of the sewage disposal system or water supply facilities.For further information conceming this,refer to Instructions For Obtaining Final Health Department Approval Of Constructed Projects For Single Family Residences(Forth W WM-041). DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT,MD,MPH Cemmhs—r INSPECTIONS REQUIRED— For all inspections call 631-852-5754 to request an inspection by 4:00 pm,one business day prior to the requested inspection day. PERMIT CONDITIONS Satisfactory Inspecfion by Office of Wastewater Management of the sewage disposal system I sewage treatment system. ProjaG Name:530 Narrow River Rd Satisfactory inspection by Office of Wastewater Management of the water supply for the accessory building(s). Health Services Reference#:R-24-0172 SCTM#:1000027000200002003 Revision#.0 Satisfactor y inspection by Office of Wastewater Management of the water supply system. The attached plan,when duly signed by a representative of the department,in conjunction with these conditions, DOCUMENTS REQUIRED: nstinnes a permit to construct a water supply,sewage disposal,end/err collection system for the property as depicted. Four(4)prints of an As-Built plan(See instructions Form W WM-041) The applicant should lake note of any conditions of approval,which may be indicated oa the plan or enclosed herein. Construction must conform with approved plans as well as all applicable standards including Standards for Approval of Certification from the licensed sewage disposal system installer(Form WWM-078) Plans and Construction for Sewage Disposal Systems for Single Family Residences.Omissions,inconsistencies or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in Well drillers report conformance with applicable standards.Issuance of this permit shelf in no way relieve the design professional of responsibility for the adequacy of the complete design Water anal ysis by a NYS certified laboratory(performed within one year) The permit(plan)expires three(3)years after the approval date.Any modification to the approved design requires the Certification of Sewage Disposal System Abandonment(Form VWNM-080) submission of a revised plan and additional fees(if applicable)for approval prior to construction.No inspections will be performed by the department if a copy of the approved site planisurvey Is not on site during construction or if the permit has expired. Signed copy of the Operations&Maintenance Contract for the I/A OWTS Permits may be renewed,transferred,or revised in accordance with the procedures described in Instructions to Ronew, Completed Application to Register an I/A OWTS(Form W WM-304) Extend,or Transfer an Existing Permit for Single Family Residences(Form W WM-104). It is the applicant's responsibility to schedule an inspection of the sewage disposal and/or water supply facilities prior to Design Professionals Certification of Constructed Works(Form WWM-073)for:I/A OWTS badddling.This includes inspections of the sewage collection and disposal systems,water Supply system components and piping,and final grading as shown on the approved plans.This can be done by calling the department at(631)852- 5754,or through the ACA Portal at hnosr/ace-orotl aecela com/6UFFQ=-Q.In certain cases,inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems.Excavation Inspections must be confirmed by palling(631)652-5700 between 8:30a.m.and 9:30 a.m.,the morning of the nspection.Article Vfl ofthe Code,"Septic Industry Businesses,'mquirss thatallinstamis oraeptic systems within shalf possess a valid license them the Office of Consumer Affairs.This ofrrc will not pedonn inspections to—gruntfinal approval forcenstmction-!projects that are instelted by an unlicensed individual.ft is,rhomfore,fit yourbesl intamst to i tiliio a cesspool contractor with a valid license to amid substantial delays in yourpmject. Final approval Issued by the Department is necessary prior to the occupancy of new buildings,additions to existing buildings,or for the use of sewage disposal or water supply systems. W WM-016 Page 1 of 2 W WM-016 Page 2 of 2 BOSTIC GARAGE SEPTIC APPROVAL NO SCALE 04 02 25 A 0.2 ARCHITECT OF RECORD: /FLOOD ZONE X 5305 NARROW RIVER ROAD \ c°P LOT 3 SETTI FRS AT OVSTERPONDS AT ORIENT THOMAS HANRANAN,HMA N wlcsr_E__ oflvnnanGF ,�o \ 14'-n•% OV RA 1 � off TOWN OFSOLrtHOLD.NV _ 292,324SF/6.71 ACRELOT 53 WIRELESS ROAD SUFFOLK COUNTY TAX MAP:1000-27-02-2.3 EAST HAMPTON, NY 11937 9•l0 sus •�Sy;\• ,fir° I FLOOD ZONE:X ZONE EXISTING POOL TERRACE DRIVEWAYTOGARAGE Cg9gC°'F Dti^ �i // WITH SLATE POOl TERRA- N EXISTING HEATED LOT COVERAGE: 1457 SF(.005%) EXISTING RETAINING WALL ��-- \r"1! PROPOSED HEATED LOT COVERAGE:2544 SF(.009%) IN COLLABORATION WITH: EXISTING IMPERVIOUS COVERAGE: 4521 SF 015%EXISTING CONCRETE RETAINING WALL (• ) \ MAIN H 122 SF EXISTING TWO STORY HOUSE " '••/� EXISTING IF EQUIPMENT PORCHEES:S: 822 SF , UTILITY SHEDS: 200 SF D 1° j} Jp `\EXISTING STONE DRIVEWAY ,9 ro•' \ EXISTING WOOD 6 WIRE FENCE POOLTERRACE:2024SF oFF ---___ _ °' °4 3g..- a° \•\ PROPOSED IMPERVIOUS COVERAGE:5846 SF(.020%) KIDS.uc 1 '9•' •\ NEW GARAGE: 1325 SF 1437 KING STREET,15 1 I '\ CHARLESTON.SC 29403 00 '\ ,•I 6 0 pOr`p0° \I I •\ 4F \ I `Al i (`y\J � \^ o v sp ,/� ME y� /� Y \'\ LINE OF WETLANDS AS FLAGGED BY b�. MftEF�G ..-�FflAME O . 3HED \•\ DRUA S CATES,NC. i \ 1 �'/ o '\_ Sa 1----- \. `. \ o23 ~ ! NWW I W \ 2 \ ?s9r ! O I p T[9 1> \ 24 \.\ �•' \ I '\ \ryo \ 2 •\ SPIT/P sGb COr / POND Oy o, ollP�oo, so S78°53'10"E w i dos•. /' 9�p 2319 5 , =mac i hp \2j6 � oa 2 f •9q. 1 ------- ------- '9Y __ 1 I, 2 _________ i 0O` L`157 92,`\`\`�� POND II II N O i W ----------- R, __ D4RYpOE4 SSp, WRHGUY W'qE \\ BOSTIC GARAGE I N81 0 SITE PLAN I 50.00, 04 09 25 ;� A 0.3 ARCHITECT OF RECORD: 42'.7- 7�3' 8'-9 1121 9-3 111' 7'-6' x r, X THOMAS HANRAHAN,HMA (D (D OWRNFAD (E) @ FRENCH X OUTSWNG 53 WIRELESS ROAD EAST HAMPTON, NY 11937 INS-L-DEXIEM""FORENERMIE... X T�x 71 ------------------- --------------- _1E XT) T UP x IN COLLABORATION WITH: ------------------ ------------------- LOWER STUDIO GARAGE 14'-O'X 24'0' GARAGE KOS.LLC BAY ONE BAY TWO I I'-B'X 18'-6- 1437 KING STREET,15 e X Q_ 'G RNFAD UENCH IS'Uj T'_ 11'.6-X 24.0- 13�6-CEILING CHARLESTON.SC 29403 S'-6'CEILING ------------------- ----- I X I STA 9 RTV-B'CEIUN�7 1ST FLOOR PLAN : I : F ------------------ --------------------- I Z IN ------------------ ------------------- 6'0- 4•-0 Ile 14--6 12- W-7 1 M' WORK OUTDOOR HALF-BATH [BENCH 6-11 X W-0.STORAGE X B.6 CEILIN X 51-V @ --------------------------------- - I J TVX FIXED X BENCH 3'- X X X r-I 0 7�- @ 'X FIXED COVERED PORCH 5". 5-3' [all 4'-.'BE' ll'-4-I S 7 X8'COLUMNS OUTDOOR SHOWER W.I. r.5- 141 12'-9' 12'-9' 411W 42-7' 42'-7- Z-81 4-r 4.7' 4�r 4'-r 2`11' FIXED C.EMENT �FZXEqDXII 1 OPEN TO 1 2ND FLOOR PLAN ---------------------- ---- LOWER STUDIO 0 Z.,X UPPER STUDIO X 181-01 X 15`11 81-0 CEILING O STUDIO LOFT 14'-0'X9'-11' WINDOWSOHEDULE 1", ire 1'61,2* NO. SIZE STYLE KIND D --------- 0 A. 4 T-UX S'-D' I LITE OUTSWING CASEMENT (D z W X START OF FULL EIGHT CEILIN.f B. I T-O'X r-6' I LITE FIXED I(NE..L-, • C. I I-6X 4'-0' 1 LITE OUTSWING CASEMENT D. I 2-6X 4'-0' 1 LITE OUTSWING CASEMENT STAIR HALL 81-6.X 131-W L 9 2-6-X V-0' 1 LITE OUTSWING CASEMENT 2XEFRAMI GTHROUGHOUT-/ F. 3 2�6X3'-0' I LITE FIXED EXCEPTATDORMERS MI 2 2'-6-X 4'-6- 1 LITE OUTSWING CASEMENT 5'-B'KNEEWALLS THROUGHOUT CASEMENT CASEMENT DOORSCREDULE NO.1 SIZE I STYLE KIND LOC. NOTES 4'7�' 4'.7'2�W 6,10 ire 4.7' 4.7' 1 2 .�.'X 16' SLAT GARAGE EXTERK)R ALASKANCEDAR 2X4*FRAMING AT SIDES-, _+ B.STI.GARAGE OFSHED DORMER& V 2. 1 8--0'X r-6- SLAT FRENCH EXTERIOR ALASKANCEDAR 1ST& IND FLOOR PLANS 2X6'FRAMING AT FRONT NOTE 2SIDE WINDOW CASING 1011� & 2 3!-D'X r-17 I LITE SINGLE EXTERIOR FIRIBACKPORCH 114 1'-0• IN DORMER&4'MULLS 1 T-0'X 7-6' FLAT SINGLE EXTERIOR GARAGE STAIR 06 03 25 BETWEEN UNITS.SEE DETAILS. 5. 1 Z-O'X r-6- FLAT SINGLE INTERIOR HALF-BATH _e. I T-O'X T-6- FLAT POCKET 1iTTEFIIOR GARAGE A 1.1 7. 1 2-B*X"' T POCKET IND FLOORF X ..� FLAT INTERIOR SINGLE I INTERIOR 2N.-COR DRIVEWAYAPRON ARCHITECT OF RECORD: 42'-7' THOMAS HANRAHAN,HMA 53 WIRELESS ROAD EAST HAM PTON, NY 71937 IN COLLABORATION WITH: II j ! ._....I. _. i Kos•LLC -"'--""""""'-' I i 1437 KING STNEET,NS _ ,...... I {... - ... ... .. _.. .. ..- .. cHANLESTON.sc 29403 J GARAGE SLAB j q 42-7 X 25--0• 0 FOUNDATION PLAN 1 LI NA -PORCH SLAB 26'-2'X 8•-2' X8•COLUMNS SH-RR SHOWER e•-r r-s• zfi•-z• NOTE:PORCH PAVE TIE INTO POOL TERRACE SLOPE FROM GARAGE TO INTEGRATED FRENCH DRAIN MAIN GABLE ROOF SHED DORMER i126 i 'a2.5 1 i a& 1 1 2 S i i126 ROOF PLAN 1 12 6 12 25 I I QB I ! '02S I QB BOSTIC GARAGE FOUNDATION & ROOF PLAN 1/4'=1'-O' 02 28 25 1 12 2.5 A 1.2 ARCHITECT OF RECORD: THOMAS HANRAHAN,HMA 53 WIRELESS ROAD EAST HAMPTON. NV 11937 IN COLLABORATION WITH: X 1E) S KIDS,LLC 1437 KING STREET,OS CHARLESTON,SC 29403 RIDGE HEIGHT -- C SHED DORMER 2NDFLCEIUNG -- STANDINGSEAM METAL ROOFTO MATCH MAIN HOUSE T-3'FINISH MT.,WINDOWS NOTE:RAFTERS CONCEALED BEHIND FACIA O 2ND FINISHED FLOOR, 1STFLCEILING^ -- T-S'FINISH HT.,WINDOWS FINISHEDSLAR GRADE -- ALISKAN CEDAR OUT-.GARAGE GOOFS ALASKAN CEDAR GARAGE DOORS FRONT ELEVATION W/SHED DORMERS BOSTIC GARAGE ELEVATION 114'=1'-O' 02 28 25 A 2.1 ARCHITECT OF RECORD: THOMAS HANRAHAN,HMA 53 WIRELESS ROAD EAST HAMPTON. NY 11937 IN COLLABORATION WITH: KOS,LLC 437 KING STREET.05 CHARLESTON,SC 29403 SHED DORMER -- RIDGE HEIGHT 1�2 C 2.5 -- 2ND FLCEILING 7'-3'FINISH HT.,WINDOWS 12 4 Qe COVERED PORCH EXPOSED RAFTERS 12 25 - 2ND FINISHED FLOOR -- 1STFLCEILING - - S'4I'ANISH HT.,WINDOWS FINISHEDSLAB GRADE ALASKAN CEDAR SHINGLES SIDE ELEVATION (GARAGE BAY ONE) BOSTIC GARAGE ELEVATION 1/4-1'-0- 02 26 25 A 2.2 ARCHITECT OF RECORD: THOMAS HANRAHAN,HMA 53 WIRELESS ROAD EAST HAMPTON. NY 11937 IN COLLABORATION WITH: TK KDS.LLC :437 KING STREET,4S CHARLESTON,SC 29403 SHED DORNERS RIDGE HEIGHT -- N 2N0 FLCEILING -- 7'.3'FINISH HT.,WINDOWS -STANDING SEAM METAL HOOF TO MATCH MAIN HOUSE NOTE:RAFTERS CONCEALED BEHIND FACIA O COVERED PORCH W/EXPOSED RAFTERS 2ND FINISHED FLOOR, - BXW SOLID CEDAR COLUMNS 7 1ST FLCEILING -- T-'FINISH HT.,WINDOWS FIXED BAY WINDOW/OPERABLE DOOR JIT FINISHED SLAB Z2 GRADE ALASKAN CEDAR OUTDOORSHOWER REAR ELEVATION W/COVERED PORCH BOSTIC GARAGE ELEVATION 1/4'-1'-0' 02 23 25 A 2.3 ARCHITECT OF RECORD: THOMAS HANRAHAN,HMA 53 WIRELESS ROAD EAST HAMPTON, NY 11937 IN COLLABORATION WITH: Kos,LLC 1437 KING STREET,15 CHARLESTON.SC 29403 SHED DORMER 12 3� -- RIDGE HEIGHT N 2.5 2v -- 2ND FLCEILING T-3-FINISH HT.,WINDOWS COVERED PORCH W/ EXPOSED RAFTERS 2S12 - 2ND FINISHED FLOOR -- 1STFLCEILING - 9'-0'FINISH HT.,WINDOWS TTTl iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiI _� GRADE FINISHED SLAB 7- ALASKAN CEDAR SHINGLES - SIDE ELEVATION (GARAGE BAY THREE) BOSTIC GARAGE ELEVATION 1/4'=1'-0' 02 29 25 A 2.4 ARCHITECT OF RECORD: THOMAS HANRAHAN,HMA 53 WIRELESS ROAD EAST HAMPTON. NY 11937 IN COLLABORATION WITH: LLC NOTE:(1)2X14'LVL RIDGE BEAM Kos. 437 KING STRTR EET.M5 3X8'BLOCKING O 24'O.C. CHABLE STON,SC 29403 NAILED TO3X9'DORMER RAFTER 2X10'LVL CEILING,OIST (SEE STRUCTURALS) 12 3X8'DORMER RAFTE 8 STANDING SEAM METAL ROOF RIDGE HEIGHT ICE 6 WATER SHIELD 10 TREATED PLYWOOD 1 X6'PT T80 DECKING 12 12 2.5 E::m— 2.5 METAL DRIP EDGE ATTIC 2ND FL CEILING FLAT CEILINGS TO MEET 1 X4'FACIA R-381NSULATION VALUE 3X8'E%POSED RAFTER WICHAMFERFD END 2'-0' - STANDING SEAM METAL ROOF TO MATCH MAI N HOUSE 2%4'BEVELED CEDAR TRIM W/1'COPPER CAP 3'-6' e'-11 12' 3'-6• ICE 8 WATER SHIELD NOTE:INSTALLATION OF WINDOWS AND FLASHING TO FOLLOW WINDOW MANUFACTURER'S RECOMMENDATIONS 12'TREATED PLYWOOD APPLIED 3X3'CEDAR SILL W/ROUTED DRIP-EDGE 1 X6'T&G DECKING METAL FLASHING BENEATH SILL 3X8•EXPOSED RAFTER W/ TO MATCH METAL ROOF _ rHAMFFM ENo 4 3X8'E%POSED RAFTER W/ � IRFF OFTAB Sl J FND 3 3 (SFF DETAILS) ALLS TO MEET R-21 UPPER STUDIO WALLS TO MEET R-21 INSULATION VALUE INSULATION VALUE METAL DRIP EDGE SECOND FLOOR SYSTEMTO MEET 1 X4'FACIA R-30 INSULATION VALUE 12 2X10'BLOCKING W/2X2'LEDGER 02.5 — 2ND FINISHED FLOOR ALASKAN CEDAR SHINGLE SIDING BUILDING WRAP 1ST FL CEIUNG 12'PRESSURE TREATED PLYWOOD 2XW FRAMING INSULATION 2X14'LVL FLOOR SYSTEM (3)2X1O'HEADER(SEE STRUCTURALS) ALASKAN CEDAR GARAGE DOOR Z O 5'REINFORCED CONCRETE SLAB o 3'RIGID FOAM INSULATION GARAGE BAY ONE — m _ U — COVERED PORCH 10 MILL VAPOR BARRIER _ IN BACKGROUND W COMPACTED GRAVEL COMPRESSED FILL 8'CONCRETE WALL (SEE STRUCTURALS) O_ DRIVEWAYSLA13 t HEATED SLAB FLOOR TO WET CONTINUOUS CONCRETE FOOTING R-15 INSULATION VALUE (SEE STRUCTURALS) N FINISHED SLAB . __ .° ,.e°.4.,•vo•4..D•ov,.D•ov„•ve•4..•va•4..D•°v,s•vo•p,ve•4..p.°v.•,.v°.4.,.o e•4..D•e v,.D•o v„• 0•4. .______,:. —_ N GRADE iui_im-uu uu-im_uu-iiii_iiii=uii_mi-mi iiu-uu- ° 3.1 SECTION SEE STRUCTURAL ENGINEERING FOR BOSTIC GARAGE 1 GARAGE BAY ONE/UPPER STUDIO ALL STRAPPING R HOLD-DOWN DETAILS SECTION 112'=1'-0' 06 03 25 A 3.1 ARCHITECT OF RECORD: THOMAS HANRAHAN,HMA 53 WIRELESS ROAD EAST HAMPTON, NY 11937 IN COLLABORATION WITH: NOTE:(2)2X14'LVL RIDGE BEAM KO9—R 1AR EST TREET,40 CHARLESTON.SC 29403 12 �BRIDGE HEIGHT 12 12 2.5 E:::— 25 ATTIC 2ND FL CEILING FLAT OR TRUSS CEILINGS TO MEET R-38 INSULATION VALUE - STANDING SEAM METAL ROOF TO MATCH MAIN HOUSE T-6- ICE&WATER SHIELD 112'TREATED PLY WOOD 1 X17T&G DECKING 'l BNAMFFRED ENp�RWI IBFF DETAIL BI UPPER STUDIO 3 a 12 3 000 WALLS TO MEET R-21 STANDING SEAM METAL ROOF WALLS TO MEET R-21 INSULATION VALUE TO MATCH MAIN HOUSE 11 INSULATION VALUE fp ICE 8 WATER SHIELD 2•-0' 12'TREATED PLYWOOD 1XWTEGDECKING _ SECOND FLOOR SYSTEM TO MEET p-30IN3NLATION VALUE 3%8'E%P(1CFR RA FTFR WI 12 CHAMFERED END —::Z--12.5 ISFF❑FTAIL91 — 2ND FINISHED FLOOR ALASKAN CEDAR SHINGLE SIDING BUILDING WRAP 1STFLCEIUNG 10 PRESSURE TREATED PLYWOOD '7 2X6`FRAMINO INSULATION METAL DRIP EDGE 2X14'LVL FLOOR SYSTEM 2'-0' 1X4'FACIA (3)2X70'HEADER(SEE STRUGTURALS) WALLS TO MEET R-21 BXB-KDAT FIR BEAM INSULATION VALUE (SEE STRUCTU PALS) ALASKAN CEDAR GARAGE DOOR 2- OVERHANG 5-REINFORCED CONCRETE SLAB a 8X8-KDAT FIR COLUMN o 3'flIGID FOAM INSULATION GARAGE BAY TWO = OUTDOOR COVERED STORAGE PORCH 10 MILL.VAPOR BARRIER _ S 6'COMPACTED GRAVEL COMPRESSED FILL STONE PAVERS TO MATCH POOL _ 8-CONCRETE WALL 4'PORCH CONCRETE SLAB (SEE STRUCTURALS) a DRIVEWAYSLAB — HEATED SLAB FLOOR TO MEET SI MIPSON POST BASE CONTINUOUS CONCRETE FOOTING R-151NSULATION VALUE (SEE STRUCT FINISHED SLAB v o•4.s• e•4.e•vo ••D•e ve •v o•4ev o•4..D•o ve •v o•4.e•v 4..D•o o. I> o.•e.o .4- .______,• N , --- - •o�• o•a..D•o�..D•e�•e 1CSONOTUBE AT COLUMNS GRADE ' - .D•4 ve.D D D /`//`//`//`/ ,//'/,/,//`/,/,//'/,//`//,'/,//`/J`/� � � ,//,//,'//`//'//`/J'//`/,//`/,/,//'/,/,//'/,/,//`/,/,//`//-`//`//`/J`//`/f//,//`/J'//-`//'//,/ ,��,� ,•�oJ�JY•e,�•e,�•,e�J�J,�J�/J�JJ�•/Jo�j• D' �5111—" f1��111/•�Ifl/`�II /`I"III /11f—/'��/I��/111��i II 1"111 11f /,ll ll/-i11/`�ll/�f /,I�1—" IIII Ifl" 'IIII=—�Illl III/-/"Ilii�/IIII�/I�II�/'I/�11 /'IIII IIII II __, IIII=IIII IIII=IIII IIII=IIII=IIII—IIII=IIII=IIII=IIII—IIII=IIII=IIII IIII IIII=IIII=IIII IIII=IIII—IIII=IIII—IIII: IIII—IIII=IIII=IIII—IIII—IIII—IIII e t 3,2 SECTION BOSTIC GARAGE SEE STRUCTURAL ENGINEERING FOR 1 GARAGE BAY TWO lUPPER STUDIO ALL STRAPPING&HOL0.DOWN DETAILS SECTION 1/2'=1'-0' 06 03 25 A 3.2 ARCHITECT OF RECORD: THOMAS HANRAHAN,HMA 53 WIRELESS ROAD EAST HAMPTON, NY 11937 IN COLLABORATION WITH: (2)2X14•LVL RIDGE BEAM Kos,LLc 43T KING STREET,N5 3%8'BLOCKING 024.O.C. CHARLESTON,SC 29403 NAILED TO 3XW DORMER RAFTER 2X10'CEILING JOIST (SEE STRUCTURALS) 12 6� 3X8'DORMER RAFTER STANDING SEAM METAL ROOF RIDGE HEIGHT ICE&WATER SHIELD 12'TREATED PLYWOOD 12 1 X6'PT T&G DECKING 25 METALDRIP EDGE 2ND FLCEIUNG /%4'FACIA r-0 STANDING SEAM METAL ROOF TO MATCH MAIN HOUSE FLAT OR TRUSS CEILINGS TO MEET 2%4'BEVELED CEDAR TRIM W/1'COPPER CAP ICE&WATER SHIELD R-33INSULATION VALUE I NOTE:INSTALLATION OF WINDOWS FLASHING TO FOLLOW 12'TREATED PLYWOOD I WINDOW MANUFACTURER'S RECOMMENDATION' 1%6'T&G DECKING I APPLIED 3X3•CEDAR SILL W/ROUTED DRIP-EDGE 3%e' XPO D RA R W/ I•o CHAMFERED EN_0 � ISFF❑FTAILSI _ Im I WALLS TO NEET R-21^ 3 INSULATION VALUE STANDING SEAM METAL ROOF I TO MATCH MAIN HOUSE I ICE&WATER SHIELD r-0• I r-0' 12'TREATED PLYWOOD 0 ALLSTO MEET R-21 1X6'TBG DECKING N 1X4'FACIA INSULATION VALUE $TAIRHALL 3%3'E%POSED RAFTER W/ 12 CHAMFERED END 2%10'BLOCKING W/2%2'LEOGER �2.5 ISFF❑FTAll S1 — 2ND FINISHED FLOOR ALASKAN CEDAR SHINGLE SIDING - BUILDING WRAP 1ST FL CEIUNG 121 PRESSURE TREATED PLYWOOD 2XW FRAMING INSULATION METAL DRIP EDGE (3)2X10'HEADER(SEE STRUCTURALS) r-0' 1X4'FACIA OUTS WING CASEMENT WINDOW 2X14'LVL FLOOR JOISTS WALLS TO MEET R-21 BXB•KOAT FIR BEAM NOTE:INSTALLATION OF WINDOWS AND FLASHING (SEE STRUCTURALS) INSULATION VALUE (SEE STRUCTURALS) TO FOLLOW WINDOW MANUFACTURER'S 2'-0.OVERHANG RECOMMENDATIONS BXB'KDAT FIR COLUMN 0 5'REINFORCED CONCRETE SLAB i o 3'RIGID FOAM INSULATION — COVERED - 10MILLVAPORBARRIEfl — UNDER HALF-BATH PORCH r. STAIR 6'COMPACTED GRAVEL _ STORAGE COMPRESSED FILL STONE PAVERS TO MATCH POOL B'CONCRETE WALL 4'PORCH CONCRETE SLABIL (SEESTRUCTURALS) DRIVEWAY SLAB HEATED SLAB FLOOR TO MEET SIMPSON POST BASE ULATI CONTINUOUS CONCRETE FOOTING R-15 INS ON VALUE (SEE STRUCTURALS) FINISHED SLAB __ •o v..•v, ev e.4.o e.a..0 .. _ 16'SONOTUBE AT COLUMNS4. v4..D 4. GRADE ..�. : ,.. ...: /// y/eye/•y./y/y/y/y/ e 1 ..� ...../ / � ' / �/ I //'I//11 / I/11 .. a i__' I II— III ", II II I II ����_girl_1111=����_����_����_����_����_����_����_����_����_����_����_����_����_����_����_ III=����_����_����_����-����_����_�� 4� o e•-e e •e o ____ 2 • . S BOSTIC GARAGE EESTRUCTURALENGINEERINGFOR 1 STAIRHALL/PORCH ALL STRAPPING&HOLD-DOWN DETAILS SECTION 1/2'=1'-0• 04 02 25 A 3.3 ARCHITECT OF RECORD: THOMAS HANRAHAN,HMA 53 WIRELESS ROAD EAST HAMPTON, NY 11937 IN COLLABORATION WITH: S f r� (2)2%14'LVL RIDGE BEAM 1437 KING STREET,05 3X8'BLOCKI NO 024'O.C. CHARLESTON,SC 29403 NAILED TO 3X3'DORMER RAFTEfl 2X10'CEILING JOIST (SEE STRUCTURALS) 3XW DORMER RAFTER STANDING SEAM METAL ROOF RIDGE HEIGHT ICE d WATER SHIELD 12 12'TREATED PLYWOOD g 1%6'PTTSG DECKING 2.5 1 C METAL DRIP EDGE 2ND FLCE)UNG 1 X4'FACIA 3X6' XP R<FfFR % HAMF R D ND fS DETAII sI STANDING SEAM METAL ROOF 2X4'BEVELED CEDAR TRIM W/1-COPPER CAP CATHEDRAL CEILING TO MEET 3,-6• TO MATCH MAIN HOUSE R-30 INSULATION VALUE, ICE d WATER SHIELD NOTE:INSTALLATION OF WINDOWS AND FLASHING TO FOLLOW PER RESCHECK WINDOW MANUFACTURER'S RECOMMENDATIONS 10 TREATED PLYWOOD APPLIED 3X3'CEDAR SILL W/ROUTED DRIP-EDGE 1%6•T&G pECKING METAL FLASHING BENEATH SILL 3X9'EXPOSED RAFTER W/ TO MATCH METAL ROOF _ CHAMFERED END 3XB'EXPOSED RAFTER W/ STUDIO ICFF pFTAII cl - CHAMFER -E LOFT 3 3 fSEE pETAILSI WALLS TO MEET R-21 INSULATION VALUE STANDING SEAM METAL ROOF TO MATCH MAIN HOUSE ICE&WATER SHIELD ALLS TO MEET R-21 -0 INSULATION VALUE 2' ' 12'TREATED PLYWOOD METAL DRIP EDGE 1 X6'T&G DECKING 1 X4'FACIA 3%A•EXPOSED RAFTER WI 2ND FINISHED FLOOR 2X10-BLOCKING W/2X2'LEDGER 12 NAME R❑ No 02.5 IS D St EFFTAII ALA3KAN CEDAR SHINGLE SIDING _ BUILDING WRAP 1ST FL CEILING 12'PRESSURE TREATED PLYWOOD 2%6'FRAMINO INSULATION METAL DRIP EDGE SEE S SXS'STEELBEAMTOSPAN OPENING 2X12'LVL FLOOR JOISTS ( EST 1X4•FAC HEADER (SEE STRUCTURALS) (SEESTRUCTURALS) (SflUCTURALS) 2'-0' (3)2%10'HEADER(SEES TRUCTURALS) 6X6'KDAT FIR BEAM NEW 3'-0•%7'-6"DOOR (SEE STRUCTURALS) OUTSWING ALASKAN CEDAR GARAGE DOORS p� 2'-0'OVERHANG 5•REINFORCED CONCRETE SLAB i 8 3%3•KDAT FIR COLUMN o 3•RIGID FOAM INSULATION LOWER STUDIO J o COVERED 3 - 10MILL VAPOR BARRIER — W. PORCH — m — F W COMPACTED GRAVEL — — COMPRESSED FILL — STONE PAVERS TO MATCH POOL W CONCRETE WALL - 4-PORCH CONCRETE SLAB - (SEE STRUCTURALS) 2-TRANSITION FROM DRIVEWAY SLAB HEATED SLAB FLOOR TO MEET GARAGE SLAB TO PORCH SIMPSON POST BASE CONTINUOUS CONCRETE FOOTING R-15 INSULATION VALUE (SEE STRUCTURALS) 'L.i FINISHED SLAB -- - •e^•..•�o•a..•e o• ••e•oe•.•D•°o•..•oe•a..•�e•a..o•e o.�,.o°.g.e°.a..D• ----- 16SONOTUBE AT COLUMNS — GRADE 4. o ? iui-iui-iui-uu-ii 2bW 3.4 SECTION SEE STRUCTURAL ENGINEERING FOR BOSTIC GARAGE 1 LOWER STUDIO/STUDIO LOFT ALL STRAPPING 6 HOLD-DOWN DETAILS SECTION 1/2'=1'-0- 06 03 25 A 3.4 ARCHITECT OF RECORD: --- THOMAS HANRAHAN,HMA 53 WIRELESS ROAD EAST HAMPTON, NY 11937 1 i / IN COLLABORATION WITH: 1 I I \ KIDS,LLC I \ 1437 KING STREET,05 I I 1 \\ CHARLESTON.SC 29403 I --�---- I I 2'a• \ 4'-8' 4'-8• 2•-4• 1ST FLOOR PLAN E5 o � I I � I .\ i / 8 I l� O0r000R SHOVFcp F=(uNDE RCAxIHET LIDxiIND U I—.DDTLET-DER.PPER CABINET >� 11111ALLIITLEI I—PI.ALLAicou-ERx 1— �IIEV.wALt�w AT ER PROOF zov.wALLDVT-LET I I $ swlTCR I I .�. suxPACE uouxTED OEI LIx4 Rlxiu RE I I I --.:�— I e REcesssD wALL wAsx EA 6'-9' 7'-9' 3'-6' S'-0' 1 4 .—ET xEADEA L.— I I m --J `----- ----- ------- —__—� -„ L---- D mEPOEAL 2ND FLOOR PLAN j QD 11 `ABLE I � I ® ExxAxsT PAxnIDxT 1 � I \ w / / ® RECExsEDCArvLIDRT `-- , A A DEr EcroR 4-B• 4'-e' sE-11 ...PAD 7-4' 1 �'\ H EERADsi xooD I 1 � I I 0 Qb BOSTIC GARAGE 1ST 6 2ND FLOOR PLANS PORCH ROOFI 114'=1'-0' + ++ 02 28 25 A 1.1 NOTE: PLEASE REFER TO SECTION DETAILS FOR ALL SCALED DIMENSIONS. CONTRACTO FPOR TO VERIFY ALL R AND GENERAL NOTES FOUNDATION NOTES ABBREVIATIONS DIMENSIONS IN THE FIELD AND REPORTT ANY DISCREPANCIES TO THE DESIGNER. 1. THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW 1. FOUNDATIONS HAVE BEEN DESIGNED TO AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 ADD'L ADDITIONAL YORK STATE.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THIS CODE,AND LOCAL PSF.SHOULD CONDITIONS VARY FROM THOSE ASSUMED,THE ARCHITECT SHALL BE NOTIFIED AESS. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL REQUIREMENTS. BEFORE CONTINUATION OF WORK ARCH. ARCHITECTURAL 2. THE SCOPE OF THESE DRAWINGS IS TO DETAIL THE STRUCTURAL DESIGN FOR A STORY WOOD 2. ALL FOOTINGS SHALL BE PLACED DIRECTLY ON VIRGIN SOIL,OR CERTIFIED COMPACTED FILL B OR SOT. BOTTOM FRAMED RESIDENTIAL STRUCTURE. SM. BEAM 3. THE FOLLOWING ITEMS REQUIRE SUBMITTAL OF SHOP AND ERECTION DRAWINGS,FOR REVIEW: CONCRETE FOR FOUNDATIONS B.P. BEARING PLATE O REINFORCING STEEL FOR CAST-IN-PLACE CONCRETE B.S. BOTTOM OF SLAB 4. DESIGN LOADS(PSF): 1. 28 DAY MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE AS FOLLOWS: B/O BOTTOM OF 0 " A.DEAD LOAD FOOTINGS 3000 PSI BAN BETWEEN ROOF DEAD LOAD: 25 PSF SLAB ON GRADE 3500 PSI&0.45 MAX.W/C RATIO C.G. CENTER OF GRAVITY ®0 O FLOOR DEAD LOAD: 25 PSF 2. MAXIMUM CONCRETE SLUMP SHALL BE 4-FOR CONCRETE NOT RECEIVING HIGH RANGE WATER CLR. CLEAR B.LIVE LOAD REDUCING ADMIXTURE. CL.OR C CENTERLINE K - Q ROOF LIVE LOAD: 20 PSF 3. SLAB ON GRADE SHALL BE REINFORCED PER PLANS. SLAB SHALL BE FINISHED IN COL. COLUMN FLOOR WE LOAD: 40 PSF ACCORDANCE WITH ACI STANDARD 302.111 FOR CLASS 2 FLOORS.TYPE II CEMENT AND 1' CONC. CONCRETE C.WIND LOAD COARSE AGGREGATE(SIZE NO.S7)SHALL BE USED. CONST. CONSTRUCTION BASIC WIND SPEED(3-SEC GUST): 115 MPH(ULT.) 4. ALL CONCRETE SHALL BE MIXED,TRANSPORTED,AND PLACED IN ACCORDANCE WITH ACI C.S. CONCRETE SLAB RISK CATEGORY: II STANDARDS 318,304,301. DIA OR 0 DIAMETER EXPOSURE CATEGORY: C 5. ALL REINFORCING BARS SHALL BE OF NEW BILLET STEEL CONFORMING TO ASTM A615,GRADE DWG. DRAWING INTERNAL PRESSURE COEFFICIENT: GCpi=+/-OAS 60. (E) EXISTING COMPONENTS AND CLADDING ULTIMATE WIND PRESSURES(PSF) VELOCITY PRESSURE: qz=26.1 PSF(ULT.) 6. WELDING OF REINFORCEMENT IS PROHIBITED U.O.N. EA. EACH D.COMPONENTS AND CLADDING WIND PRESSURES: SEE PRESSURE TABLE ON THIS SHEET 7. ALL WELDED WIRE MESH SHALL CONFORM TO ASTM A185. EE EACH END AE EFFECTI E ROOF 1111 WALL OVERHANG 8, ALL VERTICAL SURFACES OF CONCRETE SHALL BE FORMED FOR WALLS AND FOOTINGS. EF EACH FACE WIND S. ALL WORK SHALL BE COORDINATED WITH ARCHITECTURAL,ELECTRICAL,AND MECHANICAL 9. REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE FOLLOWING MINIMUM CONCRETE EL.OR ELEV. ELEVATION AREA1 2 3 4 5 2 3 DRAWINGS.CONFLICTS IN DIMENSIONS AND INTERFERENCES SHALL BE DIRECTED TO OUR COVER FOR ENGINEER OF RECORD (8) Q Q (D Q Q Q @ Q Q Q Q Q OFFICE PRIOR TO CONSTRUCTION OF WORK SLAB ON GRADE 1-1/2' EOS EDGE OF SLAB 10 17.1 -282 17.7 �9.0 17.1 -725 30.6 .33.4 30.8 �12 -51.4 -96.5 6. THE CONTRACTOR SHALL CHECK THE BUILDING LOCATION WITH REGARD TO PROPERTY LINE, FOOTINGS 3' Ea EQUAL AND VERIFY ALL EXISTING CONDITIONS BEFORE EXCAVATION AND SHOP DRAWING 10. ALL FILL SHALL BE PLACED IN TWELVE INCH LOOSE LIFTS(MAXIMUM)COMPACTED WITH EQUIV. EQUIVALENT 20 162 -27.4 16.2 -45.1 16.2 -67.8 29.4 -32.0 29.4 -8.4 -57.4 -87.1 PREPARATION.NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES. VIBRATORY ROLLERS.FILL MATERIAL SHALL BE TESTED BY MODIFIED PROCTOR DENSITY EW EACH WAY 50 16.0 -26A 16.0 -39.9 16.0 -61.6 27.6 -30.2 27.6 -34.8 -57.4 -74.6 7. IN CASE OF CONTRADICTION BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE CODES, METHOD(ASTM D1557)AND MUST QUALIFY AS SELECT,WITH LESS THAN 12%PASSING EXIST. EXISTING OR IF ANY CHANGE IS REQUIRED, THE CONTRACTOR SHALL INFORM THE ENGINEER THROUGH THE NO.200 SIEVE.SOIL SHALL BE PLACED WITH MOISTURE CONTENT AND ENERGY FIN. FINISH 100 16.0 -25.6 16.0 -36.0 16.0 56.9 26.2 -28.8 26.2 -32.0 -57.4 -65.2 IMMEDIATELY.NO CHANGE SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE ARCHITECT. TO PROVIDE 95%OF MAXIMUM DRY DENSITY BELOW SLABS ON GRADE AND BELOW FOOTINGS. FUR. FLOOR ULTIMATE WIND SPEED-115 MPH/EXPOSURE:C/a=3'-4' IN PLACE DENSITY TESTS SHALL BE TAKEN FOR EACH 10,000 SF IN EACH LIFT. FOR FLG. FLANGE SITE PREPARATION AND EARTHWORK PROCEDURE: ACCEPTANCE OF SOIL, AVERAGE OF DENSITY TESTS MUST EXCEED THE SPECIFIED F.S. FAR SIDE RISK CATEGORY:II/GCpi-t0.18 COMPACTION.NO TESTS SHALL BE PERMITTED TO FALL BELOW 90%COMPACTION BELOW FT.OR' FEET OR FOOT 1. GENERAL CONTRACTOR IS TO REVIEW AND FOLLOW REQUIREMENTS OUTLINED IN THE SLABS ON GRADE AND BELOW FOOTINGS. FTG. FOOTING GEOTECHNICAL REPORT. 11. WHERE NECESSARY,FOOTING STEPS SHALL BE CONSTRUCTED AT MAXIMUM SLOPE OF 1 Fy YIELD STRESS 2. REMOVE ALL SURFACE VEGETATION,ROOTS AND TOPSOIL,APPROXIMATELY ONE TO TWO FEET VERTICAL TO 2 HORIZONTAL GALV. GALVANIZED NOTES: IN DEPTH,FROM WITHIN AND AT LEAST FIVE FEET BEYOND THE CONSTRUCTION LIMITS. 12. EXCAVATIONS SHALL BE DE-WATERED TO ALLOW INSTALLATION OF FOOTINGS IN DRY GC GENERAL CONTRACTOR TOPSOIL WILL NOT BE SUITABLE FOR USE AS CONTROLLED COMPACTED FILL OR BACKFILL ATMOSPHERE. GIRL GRADE 1) INDICATES PRESSURE TOWARDS BUILDING. 3. REMOVE ALL ABANDONED PIPEUNESAITILITIES FROM WITHIN AND AT LEAST FIVE FEET BEYOND 13. DIFFERENTIAL BACKFILL AGAINST FOUNDATION WALLS SHALL NOT EXCEED FOUR FEET UNTIL HOR. HORIZONTAL Q INDICATES PRESSURE AWAY FROM BUILDING. CONSTRUCTION LIMITS. TOP BRACING SLAB OR FRAMEWORK HAS BEEN IN PLACE FOR A MINIMUM OF THREE DAYS. H.P. HIGH POINT 2)EFFECTIVE WIND AREA[AI MAYBE LARGER 4. EXCAVATE TO REACH THE DESIRED FLOOR SLAB AND PAVEMENT SUB-GRADE LEVELS. CANTILEVERED RETAINING WALLS MAY BE BACKFILLED AFTER 14 DAYS FROM CONCRETE H.S. HIGH STRENGTH THAN ACTUAL TRIBUTARY AREA OF THE 5. PROOF-ROLL AND COMPACT THE EXPOSED SUB-GRADE SOILS TO A FIRM AND UNYIELDING PLACEMENT,BUT IN NO CASE SHALL DIFFERENTIAL OF BACKFILL,ON OPPOSITE SIDES OF THE H.S.T. HIGH STRENGTH BOLT ELEMENT IN QUESTION.REFERENCE EPCOT BLDG. CONSISTENCY. PROOFROLLING MAY BE ACCOMPLISHED BY USING A HEAVY STEEL DRUM WALL,EXCEED THE FINAL DESIGN DIFFERENTIAL. HT. HEIGHT CODE FOR DEFINITION. VIBRATORY ROLLER(DYNAPAC CA-15,OR EQUIVALENT)WITHIN THE PROPOSED BUILDING AND 14. ALL BOTTOM OF FOOTING ELEVATIONS ARE SUBJECT TO CHANGE UPON INSPECTION OF SOIL IN.OR' INCHES PAVEMENT AREAS. ANY LOCALIZED AREAS WHICH CANNOT BE COMPACTED TO A FIRM AND CONDITION.ELEVATION OF ADJACENT FOOTINGS SHALL VARY ON A SLOPE NOT STEEPER KSI KIPS PER SQUARE INCHES UNYIELDING CONSISTENCY SHOULD BE EXCAVATED TO STABLE SUB-GRADE SOILS AND THAN ONE VERTICAL TO TWO HORIZONTAL LONG. LONGITUDINAL BACKFILLED WITH CONTROLLED COMPACTED FILL. COMPACTED FILL SHOULD ALSO BE 15. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHERE BOTTOM OF FOOTING ELEVATION IS LLH LONG LEG HORIZONTAL INSTALLED IN ANY EXCAVATIONS NECESSARY TO REMOVE PIPES. CHANGED AND OBTAIN REVISED DESIGN OF THE FOUNDATION AND RETAINING WALLS AS LLV LONG LEG VERTICAL 6. TO MINIMIZE THE DISTURBANCE OF THE SUB-GRADE SOILS,GRADE THE SITE TO MAINTAIN REQUIRED. LSH LONG SIDE HORIZONTAL 1 COMPONENTS AND CLADDING WIND PRESSURES POSITIVE SURFACE DRAINAGE AT ALL TIMES AND CONSTRUCT SWALES AND/OR BERMS TO LSV LONG SIDE VERTICAL MINIMIZE THE AMOUNT OF SURFACE RUN-OFF ENTERING THE CONSTRUCTION AREAS. LUMBER L.W. LONG WAY S 0.1 7. PLACE CONTROLLED COMPACTED FILL AS REQUIRED TO ACHIEVE THE DESIRED SUBGRADE L.P. LOW POINT LEVELS IN THE BUILDING AND PAVEMENT AREAS. SPREAD FILL IN LAYERS ON THE ORDER OF 1. ALL NEW LUMBER SHALL BE VISUALLY GRADED LUMBER,DOUGLAS FIR NO.2 OR BETTER WITH M OR MOM. MOMENT TWELVE INCHES IN LOOSE THICKNESS AND COMPACT UNIFORMLY TO AT LEAST 95 PERCENT MAXIMUM MOISTURE CONTENT OF 19%AND MINIMUM E=1,400,000 PSI IN ACCORDANCE WITH MAX. MAXIMUM OF MAXIMUM DRY DENSITY AS ATTAINED BY THE ASTM D-1557 TEST PROCEDURE. BACKFILL THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. MIN. MINIMUM PLACED IN CONFINED AREAS SUCH AS FOUNDATION OR UTILITY TRENCHES SHOULD BE 2. ALL LUMBER SHALL BEAR VISIBLE GRADE STAMPING. M.C. MOMENT CONNECTION INSTALLED IN THINNER LIFTS AND COMPACTED TO THE SAME DEGREE WITH MANUAL 3. ALL LUMBER SHALL BE NAILED IN ACCORDANCE WITH PLANS AND DETAILS. M.D. METAL DECK COMPACTION EQUIPMENT.ALL FILL SHOULD BE MOISTURE CONDITIONED AS NECESSARY TO MECH. MECHANICAL PERMIT COMPACTION TO THE REQUIRED DENSITIES. 4. LAMINATED VENEER LUMBER MISC. MISCELLANEOUS 8. BACKFILL REQUIREMENTS AREAS FOLLOWS: A LAMINATED VENEER LUMBER BEAMS OR POSTS MIR MIRROR INDICATED ON DRAWINGS SHALL HAVE THE MINIMUM FOLLOWING PROPERTIES: M.O. MASONRYOPENING • EXCAVATED MATERIALS WHICH CONSIST OF SILTY SANDS AND WHICH ARE MOISTURE B.LAMINATED VENEER LUMBER(LVL): (N) NEW CONDITIONED AS NECESSARY TO PERMIT COMPACTION TO THE REQUIRED DENSITIES MAY BE E=2.000,000 PSI NFP. NO FIREPROOFING USED AS BACKFILL. FB=2.600 PSI(12-DEPTH)- N.S. NEAR SIDE • IMPORTED MATERIALS TO BE USED AS BACKFILL SHOULD CONSIST OF UNCONTAMINATED, MULTIPLY BY[12/D)0.136 FOR OTHER DEPTHS-D' N.T.S. NOT TO SCALE RELATIVELY WELL-GRADED SAND AND/OR GRAVEL CONTAINING LESS THAN 15 PERCENT BY FT=1.555 PSI O.C. ON CENTER WEIGHT PASSING AN U.S.STANDARD NO.200 SIEVE,AND WITH A MAXIMUM PARTICLE SIZE OF FC,PERP=750 PSI O.D. OUTSIDE DIAMETER FOUR INCHES.DOCUMENTATION OF THE ENVIRONMENTAL QUALITY OF THE FILL SHOULD FC,PARALLEL=2,510 PSI OPNG. OPENING INCLUDE A WRITTEN CERTIFICATION FROM THE FILL SUPPLIER STATING THAT THE FILL IS VIRGIN FV=285 PSI OPP. OPPOSITE MATERIAL FROM A COMMERCIAL OR NONCOMMERCIAL SOURCE. C.BEAMS MUST BE LATERALLY SUPPORTED AT TOP. PAF POWDER ACTUATED FASTENER D.MINIMUM BEARING LENGTH SHALL BE MINIMUM OF 1-1/2'AT ENDS,AND 3-AT PEMB PRE ENGINEERED METAL BUILDING 9. FOUNDATION EXCAVATIONS SHALL BE KEPT FREE OF WATER AT ALL TIMES. INTERMEDIATE SUPPORT. PL.OR t PLATE E.MULTIPLE MEMBERS SHALL BE FASTENED TOGETHER IN ACCORDANCE WITH PLF POUNDS PER LINEAR FOOT MANUFACTURER'S SPECIFICATIONS. PSI POUNDS PER SQUARE INCH PSF POUNDS PER SQUARE FEET WOOD STRUCTURAL PANELS(PLYWOOD) R RADIUS RA. RIGHT END S. PLYWOOD USED FOR ROOF SHEATHING SHALL BE 5/8'EXPOSURE 1 C-D-X APA IDENTIFICATION REINF. REINFORCING INDEX 32116. REF REFERENCE 6. FASTEN PLYWOOD ROOF SHEATHING TO WOOD ROOF TRUSSES PER ROOF FRAMING PLAN READ. REQUIRED NOTES. S.C. SHEAR CONNECTION 7. USE PLYCLIPS OR OTHER EDGE SUPPORTS FOR ALL PLYWOOD SHEATHING. SECT. SECTION 8. PLACE FACE GRAIN IN DIRECTION OF SPAN(TRANSVERSE TO JOIST OR TRUSS SPAN). SIM. SIMILAR 9. LEAVE 1116'SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1/8'SPACE AT ALL PANEL EDGE S.O.G. SLAB ON GRADE JOINTS. SQ. SQUARE S.S. STAINLESS STEEL TIMBER CONNECTORS STIFF. STIFFENER STRUCT. STRUCTURE 1. JOIST HANGERS,FRAMING ANCHORS 8,RAFTER ANCHORS SHALL BE MINIMUM 18 GAGE PRIME SYMM. SYMMETRICAL GALVANIZED STEEL AS MANUFACTURED BY TECO,SIMPSON,OR APPROVED EQUAL.SPECIAL S.W. SHORT WAY NAILS AS SUPPLIED BY MANUFACTURER SHALL BE USED FOR REQUIRED NAILING. SYMM. SYMMETRICAL 2. IF REQUIRED,METAL CROSS BRIDGING SHALL BE GALVANIZED STEEL AS MANUFACTURED BY T TOP TECO, SIMPSON OR APPROVED EQUAL, AND INSTALLED IN ACCORDANCE WITH T.G. TRANSFER GIRDER MANUFACTURERS DIRECTIONS. THK OR THKNS. THICK OR THICKNESS T.O. THROUGH OUT T.O.S. TOP OF STEEL T.S. TOP OF SLAB - TYP. TYPICAL T/O TOP OF U.O.N. UNLESS OTHERWISE NOTED VA. VARIES VERT. VERTICAL V.I.F. VERIFY IN FIELD /� W/ WITH V W.C. WALL COLUMN EHOINEERIaren WF WIDE FLANGE W.P. WORK POINT W.W.F. WELDED WIRE FABRIC � �4 �SOFISINX r0 'g') 9 K 1 �:l �Pe\PQ 9 'F w 2 BOSTIC RESIDENCE 0 C FO 09g55A 4}'' GENERAL NOTES gOFE5510NP N.T.S. 10 25 23 S 0.1 NOTE PLEASE REFER TO SECTION DETAILS FOR ALL SCALED DIMENSIONS. CONTRACTOR TO VERIFY ALL CONDITONS AND D LC szo szo DIMENSIONS SCR PANCIES TO THE DESIGNER. ANY DRIVEWAY APRON - SIDE OF OPENING, TLDP OWN AT EACH 1 ! 4X-11' 1 �� sza 8'CONCRETE WALL BELOW I EDGE OF SLAB ON GRADE � 1PLY 2Xfi STUD,TYP. tld 3-PLY 2X12 3-PLY 2X12 ........._. _._....._........._.........._.. HSS 5 x 5 x s/e ____........_._.._.. II I I II I► jr II I► I I ► II 5 I I 2'1)-WIDE X 1'-0'THICK CONTINUOUS I I I I OPEN TO BELOW x CONCRETE FOOTING. v PROVIDE 94 @ 24.O.C.SHORT DIRECTION AND(3)pd I I LONG DIRECTION(TYP.)(U.O.N.) 1116•HAUNCH I J m h I I J L x o 2-zxePOSTON. 1.75%11.875 LVL I y I I 5'CONCRETE SLAB ON GRADE WITH I I I I o w u (1)LAYER B_W29XW29 WWF 10' 2-2X8 PORT UP. I I ONTOPOF6'3/4'GRAVEL,10MIL I I I I Z 3-ZX6 POST ON 3-ZX10 HEADER. I I VAPOR BARIERAND3'-RiSRIGID L J I I TYR I I INSULATION -I F I I r' 2-2X8 POST ON. I I la'-0 I i i I I I I I I 2% @24.O.C. I'I XB @24-G.C. 6 I BEARING WALL BEARING W . . . (THIS S1DE ONL T II I r ...........____...._.._._...__-i 1.75X11.875.jL I I I 2X6 @24-O.C.B RING WALL i II sza I I II I ! 2X10 sz.o IL ---------------------J L- ------JI L-------------------------------------------�ww-----J ! HEADER 3-PLV 2X10 HEADER I ILL ]ill DOWN AT EACH CORNER 2X8 PTLEDGER r L I ILs : m d a a 16'O CONCRETE SONOTUBE m 8%8 COLUMNS,TYP. FOOTING(TYP)(3)LOCATIONS m `❑._......_... .. ......... ............_.... ._..cOJ... .. ......._. .. .........__ .`_� I► 8X8 FT I 8X8 PT 1 FOUNDATION PLAN 2 2ND FLOOR FRAMING PLAN S1.0 1/4•V-D' S1.0 114•=V-O' NOTES: 1. ---_= DENOTES WALLS BELOW. 2. DENOTES FLOOR WALLS. 3. DENOTES NEW STRUCTURAL MEMBERS. ING WALL 4. ALL LOAD BEARING WALLS ARE TO LINE UP.IF NOT,CONTACT ARCHITECT. 2%6 @24'O.C.BEAR s IN 5. DENOTES SPAN DIRECTION OF PLYWOOD GLUED AND BELOW(TYP) SCREWED TO THE TOP OF ROOF JOISTS. 6. COORDINATE ROOF WATER PROOFING BETWEEN RAFTERS I NTH WITH ARCHITECT. Sl2 521 52D S21 7. PROVIDE BLOCKING @ 4'-0'BETWEEN RAFTERS IN THE TWO END BAYS. 8. ROOF SLOPE FOR SPECIFIC RAFTERS IS NOTED THUS:(VERTICAL RISE: HORIZONTAL RUN).IE:(4:12)REPRESENTS 4 VERTICAL TO 12 HORIZONTAL. 9. CONFIRM ALL DIMENSIONS WITH ARCHITECT AND EXISTING CONDITIONS. 2-3x8 HE DER HIGH 2-3x8 F:ADER HIGH 10. REFER TO DRAWING S 0.1 FOR GENERAL NOTES,AND S 0.3 FOR TYPICAL DETAILS AND SCHEDULES. -- U -- -------- -------- II -- -- - --II I I II I -------- ------- ------TI I ~< l o l l I II II � I I I ,2 I ml I M I I m I I Im a zs z 12 12i I I I I I I m I I ,2 , ; I iaBi I , I I i az.51 I I li aB i s BI I I I I I I I I I 2-2X8 POST I I I I I TYP. 1-PLY Iry .- I I 2-PLY 1.75x14 LVL - 2-PLY 1.75x14 LVL I I 1.7504 LVL ,I H JHIGH 3.2X6 POSTON 3-2%6 POSTPT ON I 12 I TYR12 ` B II12IIUxIl12Ic; I Im "II tiazsIINOTES: ----- AR4 C aw n•.1. ---_- DENOTESWALLS BELOW. ��EKOTINEERING GROUP 2. DENOTES FLOOR WALLS.L -- _----- -----_J3. DENOTES NEW STRUCTURAL MEMBERS. m 4. ALL LOAD BEARING WALLS ARE TO LINEUP.IF NOT,CONTACT ARCHITECT.I25. - DENOTES SPAN DIRECTION OF PLYWOOD GLUED AND1 a2.SlI j ISCREWED TO THE TOP OF ROOF JOISTS. �� AX L 1- / - I -- ------ -__--- 6. COORDINATE ROOF WATER PROOFING REQUIREMENTS WITH ARCHITECT. .�F' PO ,fl- _ _ __ _ __ __ -------J 7. PROVIDE BLOCKING@4'-0'BETWEEN RAFTERS IN THE TWO END BAYS.2-3x8 H 2-3x8 H S. ROOF SLOPE FOR SPECIFIC RAFTERS IS NOTED THUS:(VERTICAL RISE: HORIZONTAL RUN).IE:(4:12)REPRESENTS 4 VERTICAL TO 12 HORIZONTAL 9. CONFIRM ALL DIMENSIONS WITH ARCHITECTAND EXISTING CONDITIONS. 2 B O S T I C RESIDENCE 10. REFER TO DRAWING S 0.1 FOR GENERAL NOTES,AND S 0.3 FOR TYPICAL N tl �I I► �I DETAILS AND SCHEDULES. 09y514 4i2 STRUCTURAL FRAMING PLANS 3 ROOF FRAMING PLAN 10 25 23 s 1.o Ira•=T-0' S 1.0 NOTE PLEASE REFER TO SECTION DETAILS FOR ALL SCALED DIMENSIONS. CONTRACTOR TO VERIFY ALL CONOITONS AND SIMPSON RR AT EACH RAFTER To DIMENSIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE DESIGNER. RIDGE CONNECTION 12 �8 16d COMMON NAILS,TYP. 3X8 AT 24.O.C. 3X8 AT 24'O.C. 2%8 AT 24'O.C. Y'PLYWOOD PLYWOOD 4 2XSOLID SAWN BLOCKING 1X6 TSG DECKING 2X6 DOUBLE TOP PLATE SIMPSON TSP AT EACH JOIST SIMPSON TSP AT EACH STUD 4 g 1 SECTION 2X8 LEDGER FASTENED TO WALL S 2.0 3/4-=i'-0' IV SIMPSON LRU28 RAFTER HANGER 2X6 SILL PLATE PORCH ROOF RAFTER AT 24' Y•PLYWOOD SUBFLOOR 24.O.C. SOWS EXTERIOR GRADE SCREWS BY SIMPSON %14'LVL AT IB'O.C. 3-PLY 2%10 HEADER BEAM 8%8 BEAM 8%8 8X8 COLUMN 2 FLOOR JOIST BEARING DETAIL 3 PORCH ROOF FRAMING 5 2.0 3/4'=1'-0' S 2.0 3/4'=1'-0' PAVERS COORD. 8X8 COLUMN WITH WITH ARCHITECT SIMPSON CPT88Z 5'CONC.BASE 4'CONC,PORCH SLAB T TISLAB SLOPE I 2-PLY 2X12 P.T.BEAM /$LAB 0. G-0 G °• °—_%max—�. .,r—x�x'a 1 16'O CONO SONOTUBE • � \//\//\//\//\ >. ... .q j \\/' PROVIDE IELAVER� \//\ \\� PROV OEI LAVER S 6X6-W2.9XW2.9 WWF. �/� \�� fiX6-W29XW2.9 WWF. 10 MIL VAPOR BARRIER //\\ \\/� 10 MIL VAPOR BARRIER j 6'Y.'O GRAVEL /S\ 31'O GRAVEL y�\\//\//\ �� /� CLEAN COMPACTED FILL /�\\//�\ e\\� / � CLEAN COMPACTED FILL %\\% • \ \ !1 I x44 V / _M Laren :/ \\� �Y ENGINEERING GROUP q• .. °.' \\/ A4 VERTICAL BARS WITH 4 a 8 q. \\/ 94 VERTICAL BARS WITH 24•LAP AT 48.O.C. • /\\, 24-LAP AT d8.O.C. \� B/FOOTING "d 4-0' 0 0 /\\\/\\/\ \\/\\\/\\: OF NEbv 2'-O•WIDEX I'-0•THICKCONT. 2'-O'WIDE X I'-0-THICK CCNT. �\//\//\//\//\//\//\//\/ �Q�PD AN X y0 K D S CONCRETE FOOTING.PROVIDE 04@24.O.C.SHORT /\\//\\//\\/v/\\/\\\ \\/ PROVIDER4@2dCONCRETEFOOT!O.C.SHORT DIRECTION AND(3)94 LONG DIRECTION AND.)(.OLONG 3'CLR. DIRECTION(TYP.)(U.O.N.) CYR.YP DIRECTION(TYP.)(U.O.NJ WN CVR.W. 2 BOSTIC RESIDENCE 4 WALL SECTION 5 WALL SECTION tl 66 SECTION AT PORCH 09451A �_� SE CTI ONSBDETAILS 52.0 3/4'=1'-0' 52.0 3/4'=1'-0' 52.0 3/4—V-0' QgOFESSIONP\ 3/4'=1'-0' 10 25 23 S 2.0 NOTE: PLEASE REFER TO SECTION DETAILS FOR ALL SCALED DIMENSIONS. 2 CONTRACTOR TO VERIFY ALL CONDITONS AND s ' . DMENSIONS IN THE FIELD AND REPORT ANY PROVIDE(2)ADDITIONAL BOLTS AT (4)-Y:'THRU BOLTS DISCREPANCES TO THE DESIGNER. EACH END 16d COMMON NAILS AT 12-O.C.STAGGERED TSB,TYP. 0 12 Q 2.5 3-PLY 1Y'%9Y'LVL,TYP. • STOP INNER PLY HERE �---------------------� OUTER PLYS STOP HERE INNER PLY STOPS HERE I I I I0 0 0 I 0 0 I I 1%'X 9Y'LVL I I I______________ _____— 3 s 2, 1 TRUSS 1 ELEVATION VIEW (2)Y'THRU BOLTS (4)Y'0 BOLTS WITH NUTS AND (6)Yz'THRU BOLTS WASHERS >< O 2 ROOF TRUSS DETAIL S 2.1 1-1/2=1'-0' 3 ROOF TRUSS ENLARGED ELEVATION s 2-PLY 1%X14 LVL RIDGE BEAM (3)-LVL's BLOCKING ON TOP OF TRUSS. 12 CUT TO FIT � 8 TRUSS T1 BEYOND �..-�"� I �'��-..� BLOCKING TO PLACE ON TOP OF TRUSS. NAILESEE 1/52.1 12 2.5 PROVIDE HANGER TO SUPPORT LVL 1%'%WW LVL PROVIDE BLOCKING BOTTOM CHORD AND NAIL 3X8 TO (2)-LVL V(2)-LVL BOTTOM CHORD, RIDGE BEAM RIDGE TYP. TRUSS TOP CHORD COORDINATE WITH HHUS5.50/12 ARCH,TYP. SIMPSON HANGER 3X8 ROOF RAFTER,TYP. 5 DETAIL AT TOP OF TRUSS (3)2X6 POST AT TRUSS S 2.1 1-11T=V-O' CONTINUES DOWN TO 2ND FLOOR,TYP. Al'McLaren MFF ENDINEERIND GROUP I I f NEW y AN IK IDS X 09 4 SECTION AT TRUSS LOCATION BOSTIC RESIDENCE 5 2.1 3/4-V-O' �Oq 9 09451A F5' BE CT I O NS B DETAILS e OFESS,ONP 3/4°=1'-0' 10 25 23 S 2.1 NOTE: PLEASE REFER TO SECTION DETAILS FOR ALL SCALED DIMENSIONS. CONTRACTOR TO VERIFY ALL CONDITIONS AND slMPsoN RR AT EACH RAFTER '2 DIMENSIONS IN THE FIELD AND REPORT ANY 7O RIDGE CONNECTION DISCREPANCIES TO THE DESIGNER. 3x8 @ 24.O.C.NAILED 1-PLY 1%xx14 LVL RIDGE BEAM 8 TO 3x8 RAFTER,TYP. Y.PLYWOOD %'PLYWOOD TYP. 3.8 @ 24'O.C.,TYP. _ 12 _ Q2.5 1x6 T&G 2x4 TYP PROVIDE LU3310 DECKING FACE MOUNT TYR I•I I I I•I I I ��� 3,0%TYP. 9Y'TJI210 CEILING JOISTS G JOISTS 1 ROOF FRAMING SECTION SIMPSON RR AT EACH RAFTER TO RIDGE CONNECTION 2-PLY 13/x14 LVL RIDGE BEAM 3.6 @ 24'O.C.NAILED TO 3x8 RAFTER 12 3x8 @ 24'O.C. 2.5 1X6 T&G PROVIDE LUS310 DECKING FACE MOUNT TYR II \•• • 3x8@24'O.C. 12 BYz•TJ1210 @ 24'O.0 CEILING JOISTS B '?'PLYWOOD 'PLYWOOD 2 ROOF FRAMING SECTION TYR S 2.2 3/4'=1'-0. SIMPSON RR AT EACH RAFTER TO RIDGE CONNECTION 2-PLY 13/014 LVL RIDGE BEAM 3x6 @ 24'O.C.NAILED TO 3xB RAFTER 12 3x8 @ 24.O.C. 2.5 lx6911 TA 21024'O.C. PROVIDE LUS310 DECKING KINGING CEILING JOISTS FACE MOUNT TYR 2X6 DOUBLE TOP PLATE \•. • 3x8 @2d'O.C. 12 - g B y'PLYWOOD p Ve PLYWOOD TY TVP. 3-PLY 2X6 POST 9rryMcLaren P� MT ENGINEERING GROUP 2%6 AT I,O.C. k a of:NXW yo D �PQ`PO m 2 BOSTIC RESIDENCE NCO 084514 1p2� SECTIONS v A9p�ESS\ONp 3/4°=1'-0° �31 FRAMING ELEVATION AT BEARING WALL 10 25 23 52.2 3/4'=P-0' S Z." NOTE: PLEASE REFER TO SECTION DETAILS FOR ALL SCALED DIMENSIONS. CONTRACTOR TO VERIFY ALL CONDITONS AND D IN N THE FIELD AND REPORT ANY DISCREPANCES TO THE DESIGNER. %i'MGMOR P—TOD SHEATHING 11 WDOD STUDS SIMPSON S STRONG DE SD9212 STRONG ORK FASTENERS® 2- 1Y4' 12'GO STAGGERED.Td6.,TP. -MDD PIATE.M H555r5d:'STEEL BEAM 2 3118 HEADER (3)zrlo HEADER OPENING 0 F r POSTST 2 DETAIL AT HSS BEAM P S 2.3 3'=T-0' MSTA36��IMP..N k' MTIAB S SI SON STRAPS HSG S x5 x STR LIFI -__--rr rr i I i I (31.1.HEADER (3)2%6 POST SX8 COLUMN WITH SIMPSON CPT88Z CONCEALED POST TIE Y'ANCHORS BOLTS W/2%' TILES EMBEDMENT(PROVIDED W/ (COORDINATE 4'CONC.PORCH SLAB SIMPON'S CPT88Z). —� Wl ARCHITECT). lol 1 16'O CONC,SONOTUBE SIMPSON HTT5 HOLD DOWN AT EACH CORNER AND LARGE OPENING POST 9 \' i 8 ` McLaren \ �y�`ENOINEERINO DROOP � OF NEW y 0 ANXy„0 IK 1E) S w 1 FRAMING ELEVATION AT GARAGE BAY 3 TYPICAL SECTION = BOSTIC RESIDENCE 52.3 THREE 3/4'=V-0' S2.3 314'=V-0' ��Og90094514�P�F�Q SECTIONSBDETAILS ESSIO 3/4'=1'-0' 10 25 23 S 2.3 4 NOTE PLEASE REFER TO SECTION DETAILS FOR ALL SCALED DIMENSIONS. CONTRACTOR TO VERIFY ALL CONDITONS AND DMENSIONS IN THE FIELD AND REPORT ANY FASTENER seHEDUB FOR sTRBCunAL NEsmERs DISCREPANCIES TO THE DESIGNER. fnAMMO CONHEC-EY SCHEDULE DESCRIPTION OF BUDDING ELENENTS NL_EF..TYPE ACda OF (MANUFACTURED BY SIMPSON STRON E) OFFASTENER FRIERS GIST T09LL OR GIRDER.TOE NAIL 3-ed - I SOLE PLATE TO MIST OR BLOCKING FACE NAIL 16E TOP OR SOLE PLATE TO STUD,ENDNNL 2-1m - TOP FLANGE I FACC MOVM ..TO ED"PLATE TOE NAIL Al OR 2-Rd - 11IEy WUBBSNW,FACENML RKI EMBER EMBER Hl�f1GER -11 NAILING EMBER EMBER 1UNGER AGTY NAILING DOUBLE TOPPLATES,FACE NAIL WDTH DEPTH (BS) HEADER GIST WIDTH MDEPTH hBsl HEADER MIST 1'OEEP SAW CUT.FILL WITH SGLE PLATE TO JOST OR BLOCKING AT BRACED WALL PANELS 16.00. _U IIIa 25 1Ee 0arIM. -B'a• HILT ,,6t0• 1m.,Ur 6'SLAB ON GRADE,SEE POURED JOINT FILLER. N5 CONT. s f/4• ?.5D t ]t A^ PLAN FOR ADUL INFO. 6 f6- 3- DWBLETOPPLATES,MIMMUMdB•OFFSETOFENDMIWS. B Ed - LB I-25 26es 1be 10�t+Fr tva• HUtt x,s50• 1-1 ti!• I FACE NAIL IN LAPPEDMFA N•-1 a' x.111 16e 10exf la• BLOCKING BETWEENJOISTS On nAFTFAS TOTOP PLATE.TOENAIL 3-ed - 1? LBVldl95 2BB6 10G1111! T1/4•1,1a• N AM RIM Sr TO TOP PATE,TOE NAL f 31<' HHMSCIO 1l4 - B,?-1B' MPJPLATES.IAPSATCORNERS AND INTERSECTONS,FACE NAL 2 1. SCG EUI1'25 2665 Ed al la• HGUS.,O 6.780 m BUILT4JP HEADER,TRIO PIECE TH, SPACER ,SO,OALONG GACHEWE MITE1.Bfi 2,115 16e I..,ta• 1.•-20• ..J.H4 ,015 the VAPOR CLEAN CRUSHED STONE (NOTE VAPOR 9' COT.WATER GONRNUEO HEADER.TWO PIECES 16 O.C.ALONG EACH EDGE NS SA,.fi111I ee ]Os .,IT 1l.•-1,>IS 101U S.sW10 IS.t90 m 16a CONTROL JOINT IS TO BE CUT n STOP BARRIE AGGREGATE OR SAND, BARRIER, cDurvGJOISTS TO PLATE.TOE NAIL - u• Bt evu A355 61f v4•-1.• H sssnfx B,t +m fbe COMPACTED PER ACI WHILE CONCRETE IS STI LL IN 2•X3'KEy CONTINUOUS IIFAOERTo siw,TOE NAL - I'. H83.5E9.25 5.6.0 Su4 srvu-1HHU55. 5 s5 RECOMMENDATIONS. ITS PLASTIC STATE,MAXIMUM Ise sE .HOURS AFTER PLACEMENT. CMUNG JOIST,LAPS OVER PARTrIONs,FACE NAL Efi.. IIIII ISd f42S HHUs.W .,145 DS 1.12 to GW 114121. TYPICAL SLAB CONTROL JOINT HAUNCH CONST.JOINT MUNGJOSTTO PARALLEL RAFTERS.WENAIL 3-tm - r HBSS 111 1..6.. ,6e RAFTER TO PLATE TOE NAIL - 31I1 1I]le' HES I.",I6 16e NOTES - 1.HANGER CAPACITY MAY BE MORE OR LESS THAN 1 TYPICAL SLAB ON GRADE DETAILSBRACE TO EACH STUD AND PATE.FACE NAL 2-m.2 STAKES. 4• - GL 351. SSU ,fie 16U THAT OF THE SUPPORTED MEMBER.THEREFORE BUILT-UP CORNER STUDS _ 10d IeOG. GLN3.Stfi 5.750 160 16dCHECK BOTH THE HANGER ANDTHE BEAM S 3.0 N.T.S. LTHIP GIRDEREAND BEAMS,Y LUMBER LAYERS NAIL EAMALAYERAS Bm0 Ild 1Sd CAPACITIES. FOLLOW.:3700 ATTOP S1 GLN IM 25 5,750 ISd the 2 LEAVE III F CLEARANCE Iift'MAAMIIM) MI 1m DBOTTOMAND Bt? G-53 5.T50 BETWEEN THEENDOFTHEBEAMORHEADFR STAGGERED.TING NAILS AT LTV5.50/,1.25 I.- 16d 16d AN ITS SUPPORT M EMBER OR HANGER. EN0.6 AND ATEACHS1ICE. U. HGLlV5.5,1 ,fie E MMANUFACTURER FOR AGERR L ROOF RAFTERS TO RI WE VALLEY OR HIP RAFTER6. R INFORMATION TOENAIL -16d G05.I'SD5316680 SOSI`mx3n S VALER MAY BE INCREASED FOR DURATION FACE NAL IV085"M SGS4 OF LOAD. RAFTER TIES TO-ERG,FACE 3 - 1.31d WOOD STRUCTURAL PANELS.SUBROOR.ROOF AN.- Y SHEATHING TO FRAMING.ANDPARTICLESOARD WALL 6-t0e COMMON NAIL OR ��Yp•� SAME SIZE& STD.HOOK SHEATHING TO FRAMING I-Sd EFORIAED MAIL FRAIFVIOCDNNECTOR SCHEDULE FOR STD.90G SPACING AS IIPGYPSUMWALLSHEATHNG Ila•GALVAM 00FING 4•AT EDGE:B•AT SMANLU6mER HOOK WALL REINF. 1IL:6E COMMGN NA IL: INTERMEDNTESUPPNTG (MANUFACTURED BY sIMP50N STRONG-TE) STAPLE GALVANRFD,1 ta' LONG,I 1/-CREWS.TYPE W ONS sINOLEJFLANBOP SFACEMOIST- "B- GYPGUMWKLSHEATMNG IL.•GAIVAMZEO ROOFING OATEDGES•AT FLAHCE FACE MOUNT NAIL:m COMMON NAIL: INTERMEDNTE SUPPORTS APLE GALVAH2ED.151B• G c cPPACRY LUNG,I EIS-SCREWS,TYPE JOIST HANGER (BSIY HEADERJOIS HANGER ILBS)INORS GIST ^ 6•AT EWE 12•AT 4s LEN 3B0 .,-I I2 USE No H 6-D160 Oml 1? D_ STRUCTUMLPANIBCOMBINATIONSUBFLWR EFORMEDNAIL LBie 12T0 2tmxl fa' LU2fi I.E. e.t 11Y M } FR ENT TO FRAMING MI'AND BssI NAIL INTERMEDIATESUPPORTS hB SAME SIZE AND SPACING 2.10 L0210 I.- m 11 r U.I. I.>o G- 2.12 L0212 LV210 AS THE HORIZ.REINF. EFERroTABLEREe23DIOFTHEREGIGENTN FG C01114-101KRADGTDNALINFGRMATGN Q 2 SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER INFORMATION SHOWN IN TMGTABLE. DOUBLE JDIF sT GTBOP F O..UEJ T FOR REINF.DETAIL, FOR REINF.DETAIL, -SEE WALL SECTION -SEE WALL SECTION M UNALE-ESERCONNECTOMs GANDER MANGER CAPACITY NALLd. HANIGER APA7 SIDE h05j ...RJOIS C ILBS) dG JOIST 9 S.T.PATTERN WNP262 3,x55 HE2-tm U 2 1.065 AESENBLYA ASSEMBLY. NO-S 50.5 OR GWSCREAS CAN BE UEEDWITH 2-20 -P2111 1.211 2-tm LUBRIF 1.x65 .-Ed }. ANDMICROU- ARE 2-h10 2-tm 2--TOE AT CORNER AT TEE INTERSECTION 121311AM 31IL PoRTIMBERG,RAND LBL WNP2122 2-tm 3-t0E LUS 1.)6 NOTEE RECOMMENDED FO TIMSER MUSTBE RI2 S-I6E INSTALLEDONBOTHSIDES. [�IsTry1 NOTES. (3)SLONGSCRENSREOUIRE1. ,.LEAVE UIW CLEARANCE(11W AKIMU.) 2 TYPICAL CONCRETE WALL INTERSECTION DETAIL h SLONGSCHOB REQUIRED SEAT JO THe OER 01STAND-HEIDEROP PPORiED (5)BOLTS ARE TO BE MATERIAL CONFORMING TO BOISTANO THE HEADER OR HANGER. 13 A N.T.S. —STANDARD NO]IMACHNE BOLTS).BOLT CAPA RY 2 REFER TO NANUFACTMER FOR 131<• I3Y MOLES AP ETOBETHESAMEOIAMETERASTHE JOIST HANGER IL sj NAhdO BGLTAxDLOCATEO Y FROM THEMP AND S� NOW 3. SSIBLENEEDOFPLYWDOD _ BOTTOM OF THE MEMBER.-HERD SHOULD sHM IN NAFIGER, sIa BE USEDUNDER HEAD AND NUT. I.I. LSSU210 ".I 10-,m 171;.1a- 2-PLY TS FLY 2xt2 LSBIafO ,Ge(0A2WX3TNAILlm(n.+3s•)31NAJL G CREWSU41a• -EWSVBx312• 6 on •x3 ws3s vcxsoR Gnws3s v4•x6-oR of: F Nxw B Wss(tl wGe(I)R) 6 31Y OR S TRUSSLON TRUSSLOK(2) W 2 �FOp 094S16 4x2C2 4 OR 6 SCREW 8 SCREW NAIL CONNECTION 4 BOLT �OFESSIONP�' 16'OCONC. B3CIRCULAR x t 12XTHEDIAMETERORLENGTH CONNECTION CONNECTION 1DD(o.128-XT)NAILS, CONNECTION SON OTUBE #3CIRCTI SAT I2" OF THE LARGEST HOLE(MIN.) TYPICAL.STAGGER TO eo_ PREVENT SPLITTING ACCEPTABLE AREA FOR FIELDNSDOR TRUSSLOK SDS OR TRUSSLOK 4 HANGER AS CUTTING OF PLUMBING HOLES - SCREW,NPICAL ,.IEW,TYPICAL SPECIFIED if .."I'McLaren TSPACING TYPICAL �'3µ'ENGINEEflINO GROUP O 2',TYPICAL 7,TYPICAL I III .4 2',TYPICALLR. TOP AND ' TOP AND ) 2' TOPAND (6)R4 BARS BOTTOM BOTTOM TOP ANDLBOTTOM BOTTOM 3"0 OR 3"SQUARE OLE(MAXJ.CONTRACTOR TO �- COORDINATE WITH NGINEER FOR REINFORCINGB'1PSONOTUBE DETAIL FIELLDIC�EGS AT LARGER PENETRATIONS PRIORT SDEVWHEREVER A BOLTS EACH TRATED 1/3SPANPERMITTED HOLE ZONE1/3 SPAN EQUAL SPACING 1 12 MINIMUM LOAD IS APPLIED TO MULTIPLY LVL 113 SPAN SPACING,TYPI BEAM.COORDINATE HANGER 512E THERE MUST BE AN EQUAL NUMBER OF AND BOLT PATTERN WITH ENGINEER BOSTIC RESIDENCE NAILS ON EACH SIDE OF THE CONNECTION TYPICAL DETAILS 3 TYPICAL SONOTUBE DETAIL 4 ALLOWABLE HOLES FOR LVL DETAILS TYPICAL POINT LOAD CONNECTION NTS S 3.0 12'=P-0' S 3.0 N.T.S. S 3A N.T.S. 10 25 23 S 3.0 i 400 DSIrWOr Avmnm,RNmNmmG,Nan York INOI W I.bSI.T2i.29O3 ta,c.bBl.i21.0149 `'\ cdn¢�Oyourgen9MeoMe�gcan 41 tttc�ct��Ottct45 N Owglm E.Ad ROPcsskml bylroe Dmlel A Wcwer,Land Smveymr `\ I 51TE DATA AREA=6.7108 ACRES OR 242,524 50.FT. // ``\ W n ) •5,BOMSION-'SETTLERS AT OY5TERPONOS'FILED IN THE I OFFIOE OF THE CLERK OF SOFFO C4°NTY ON MAY 4,1954 A5 FILE NO.Ti29. •S.--FLOOD INSLRANCE RATE MAP FAI:EL NO.561050006E H \`\ LAST DATED 5EPT,25,2009. PROPOSED ? $ •FOND SHORE LINES L-AT BY OONVENTTONAL SURVEY NO CNE5 AND FROM NEW YORK STATE 615 AERIAL �I STORY GARAGE TEOWI j PHOTo6RAPHY 2OIS. F I;: �w • HIGHEST EXPECTED 6 NPMTER ELEVATION .ID 1\ \ 1'� r • NJMS--R OF BEDROOMS(DESIGN EOUIVALENi) .4 � 6 MINIMJM RBMARM I/A OWT5 CAPACITY •440 GAL / { • PROVID©vA ovrts cAPAOITY =Soo GAL ry°cV R �y / j h7 Q^o„o • LEPCHIN6 SYSTEM REO IR =5OO 5r5WA Y 2a_{. a _ / `ag , ,F., /� �'. • LEACHI1`16 SYSTEM PROVIDED .5OO SF� q c'%�,o -S' �- i a VvEu Al D O ! ?� e/ 'v ,O EXISTING 2 STORY ////^,� ww••��uu O AVPROK LOC.OF O SANITARY SYSTTEA 1. /A a 8' FRAME HOUSE O�� a� Jl1 // /y/,•'r-`� \��/ �,1, A / �..� / FrQ 4.p 0 c"cl [. SURVEYOR'S CERTIFICATION P aV 7 •NEE H5REBY CERTIFY TO HENRY M.BOSTIC,III TIAT THI5 �QQ_ <R`ioo I & j Y �'sS�o, �\\\ \\\\ �\ �� Lot 3 ?Y,2 pd FFRArTl FOR i WWRVEY5 AtTOPIED BY TlE!@YI YORY 5TAM J y y p e P Subdlvi6lon �, e a$ r,y \\ \ -'I•• a" j' "Settlers at Q�/ AS' 'IATICN OF PROFESSIONAL LAND SLRVETORS. z � � d'3 -5510 —————————————— c`ge(1 578-S, O 23 1 / HOWARD W YGI, .L.S.Nbr.45895 1 SURVEY FOR HEALTH DEPARTMENT USE / / tt�s`bf s �Nr's • 'S ` HENRY H. BOSTIG III F. a � LOT 5,"SETTLER5 AT OYSTERPOND5" SJFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ! at Orlent,Town of Southold \\� r Suffolk County,New York g PERMIT FOR APPROVAL OF CONSTRUCTION FOR A BUILDING PERMIT SURVEY 30• m SINGLE FAMILY RESIDENCE AND w I w County Tax Map r".oKl 1000—27 —02 Lm 2-5 ACCESSORY GARAGE NO SLEEPING FIELD SURVEY COMPLETED COT.50,UO25 MAP PREPARED NOV.15,2025 zit \ ,- Record Of Revlslore / \ k'=ram� dot � ^mr••�. � REVISION DATE DATE1/30/25 �J S. F. �S. R-24-0172 / I `� ss' \ DEER rENOE GATES eB 2024 APPROVED �;20 2221 4 TOTAL MAXIMUM BEDROOMS 4 I v PI'p Sao So.o \ \ \ EXPIRES THREE YEARS FROM DATE OF APPROVAL SEEATT.ACHEDSPECIAL CONDITION, ' Q�QJ 6D D 5e 6D 120— IBC GRADING PLAN AND/OR PLOT PLAN. % C�Q� ' p b`' .,05 NO, 2022-012 2 SG1ei = 60' f]•Irowm�r seT ■•no*.•+Drt roam 0•s*Acc scT ♦.rAa wAm // �+ �� aQ� DWS.2015_oma-- 2 o212tp I OF 2 BOSTIC GARAGE SURVEY SCALE NOTED 03 06 25 A 0.0