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HomeMy WebLinkAbout44731-Z yrs' �o�0�0EE01 Town of Southold 6/24/2021 a A P.O.Box 1179 o _ 53095 Main Rd 41 �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42113 Date: 6/24/2021 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 10550 Nassau Point Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 119.-1-16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/20/2019 pursuant to which Building Permit No. 44731 dated 2/26/2020 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: non-habitable accessoa garage with unconditioned storage space above as applied for per ZBA#7308 dated 9/26/2019. The certificate is issued to Heagerty,Michael&Mary of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44731 4/26/2021 PLUMBERS CERTIFICATION DATED A riz ignature L `• o�gnFFpc�-�o TOWN OF SOUTHOLD Gym BUILDING DEPARTMENT o - TOWN CLERK'S OFFICE oy • SOUTHOLD, NY , .fjol � Sao BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44731 Date: 2/26/2020 Permission is hereby granted to: Heagerty, Michael & Mary 317 Vineyard Rd Huntington, NY 11743 To: construct accessory garage as applied for per D &ZBA approvals. J At premises located at: 10550 Nassau Point Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 119.-1-16 Pursuant to application dated 12/20/2019 and approved by the Building Inspector. To expire on 8/27/2021. Fees: ACCESSORY $293.60 CO -ACCESSORY BUILDING $50.00 Tota1: $343.60 Buil or Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval fi-oun Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Connuercial building, industrial building,multiple residences and similar buildings and installations.a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swirmning pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. December 12, 2019 New Construction: Old or Pre-existing Building: (check one) Location of Property: 10550 Nassau Point Road Cutchogue Hoose No. Street Hamlet Owner or Owners of Property: Michael and Mary Heagerty Suffolk County Tax Map No 1000, Section 119 Block 01 Lot 16 Subdivision Filed Map. Lot: Pennit No. Lf Date of Penult. Applicant.-- Health pplicant:Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ 60 Tppllicant Signature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I jWe Michael Heagerty& Mary Heagerty residing at 317 Vineyard Road (Print property owner's name) (Mailing Address) Huntington Bay, NY 11743 do hereby authorize Tem Samuels, (Agent) Samuels and Steelman Architects to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) Michael Heagerty (Print Owner's Name) 12j, .� (Owner's Signat e) (Dat Mary Heagerty (Print Owner's Name) � ®F 50(/�y®! Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �o roger.riche rt(-)town.south old.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Michael Heagerty Address: 10550 City: Cutchogue St: New York Zip: 11935 Building Permit#: 44731 Section: 119 Block 1 Lot: 16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Paul Burns Electric License No: 3897-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 8 Ceiling Fixtures 7 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 100a A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 11 Switches 6 Twist Lock Exit Fixtures 11 TVSS Other Equipment "Accessory Garage" Notes: Inspector Signature: `► Date: April 26 2021 81-Cert Electrical Compliance Form As SOUTy�I # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 INSPECTION [ FOUNDATION 1ST 1U' [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL FIREPLACE-&CHIMNEY [ ] FIRE SAFETY INSPECTION- [ ] FIRE`RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- ELECTRICAL (ROUGH) [ =] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: � 0 os O � DATE / ? INSPECTOR i SOUIyo�O # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm ' 765-1802 -INSPECTION . [ ] FOUNDATION 1ST [ ] YOUGH PLEIG. [ ] 'FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL AiCC, < [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION j ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR FELD INSPECTION REPORT DATE COMMENT � FOUNDATION (1ST) ® KM& d ------------------------------------ ' � C FOUNDATION (2ND) ROUGH FRAMING& r PLUMBING INSULATION PER N.Y. 1 e STATE ENERGY CODE OLV FINAL ADDITIONAL COMMENTS R-/5ems, . x y P /r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 0 20 1A U Storm-Water Assessment Form Contact: Samuels & Steelman Architects Approved ,20�6 Mail to: 25235 Main Road utc ogue, NY 119 Disapproved a/c Phone: 631 734-6405 Expiration ,20 —Building Inspector APPLICATION FOR BUILDING PERMIT Date December 12 20 19 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for_necessary inspections. (Signat re of applicant or name,if a corporation) DEC 2 0 2019 25235 Main Road Cutchogue NY 11935 (Mailing address of applicant) State whether applicant is owner, lessee,°agent, architect,engineer, general contractor, electrician, plumber or builder Architect Name of owner of premises Michael and Mary Heagertlr (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 10550 Nassau Point Road,-;•s•=,a. CeltcfioQ'ue i House Number Street ��'' Hamlet j County Tax Map No. 1000 Section', 119 E' ` rh13'loclei011 Lot 16 Subdivision ---- Y• ,iFiled- Lot ---- -r'i'2 a'�iy .S'Ci .5 tirlr, c5 ,t`•J�t,,+ .i.. •t_ • 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SINGLE FAMILY RESIDENCE b. Intended use and occupancy Non-Habitable Accessory Building 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal x Demolition X Other Work (Description) 4. Estimated Cost "" Fee "' (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor ----- If garage, number of cars Two 6: If business, commercial or mixed occupancy, specify nature and extent of each type of use. ---- 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 22 ft Rear 22 ft Depth 22 ft Height 20 ft Number of Stories two 9. Size of lot: Front 378.23 ft Rear 351.621 ft Depth 131.67 ft 10. Date of Purchase Name of Former Owner 1 l. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YESV NO (see ZBA) 13. Will lot be re-graded?YES X NO Will excess fill be removed from premises? YES NO 317 Vineyard Road 14. Names of Owner of premises Michael & Mary Heag�r ressHuntington Bay,NY1 Pk e No. 516 449-8557 Name of Architect Tom Samuels Address 25235 Main Rd Cutcho-4ftne No 734 6405 Name of Contractor mi Address 2.-gh is Phone No. 6,31 765-1918 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. (see attached : DEC -NJRand ZBA ) 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) Suffolk SS: COUNTY OF Tom Samuels being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Architect (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this /ST day of O CC eg&t 2 LAUREN MMCKIS K NOTARY PUBLIC-STATE OLF14 Notary Public No.01MC6342308 Signatui e of Applicant Qualified in Suffolk County My Commission Expires May 23, 2020 Ail FORM NO. 3 NOTICE OF DISAPPROVAL DATE:February 5, 2019 TO: Tom Samuels (Heagerty) 10550 Nassau Point Road Cutchogue,NY 11935 Please take notice that your application dated January 30, 2019 For permit to construct an accessorygarage at Location of property: 10550 Nassau Point Road, Cutcho ague County Tax Map No. 1000—Section 119 Block 1 Lot 16 Is returned herewith and disapproved on the following grounds: The proposed accessory garage is not permitted on this non-conforming 30,507 square foot parcel pursuant to Article III, Section 280-15, which states; "In the Agricultural-Conservation District and Low-Density Residential R-80 R-120 R-200 and R-400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rear ard." The proposed garage is partially located in the side and front yards. Section 280-15F, states, "In the case of a waterfront parcel, accessory buildings and structures may be located in the front yard provided that such buildings and structures meet the front-yard setback requirements set forth by this code, and the side yard setback requirements for accessory buildings in Subsection B..." Pursuant to Article XXIII, Section 280-124 a minimum front yard setback of 40 feet is required and Section 280-15B notes a required side/rear yard setback of 22' on a building of this size. The proposed garage notes a front yard setback of 12' 8"and a rear yard setback of 9' 10". d orized 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. f ` FORM NO. 3 NOTICE OF DISAPPROVAL DATE:February 5, 2019 TO: Tom Samuels (Heagerty) AMENDED:May 6, 2019 10550 Nassau Point Road Cutchogue,NY 11935 Please take notice that your application dated January 30, 2019 For permit to construct an accessorygarage at Location of property: 10550 Nassau Point Road, Cutchogue County Tax Map No. 1000—Section 119 Block 1 Lot 16 Is returned herewith and disapproved on the following grounds: The proposed accessory garage is not permitted on this non-conforming 30,507 square foot parcel pursuant to Article III, Section,280-15: which states; , "In the Agricultural-Conservation District and Low-Density Residential R-80 R-120 R-200 and R-400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rear acrd The proposed garage is partially located in the side and front yards Section 280-15F, states, "In the case of a waterfront parcel, accessory buildings and structures may be located in the front yard provided that such buildings and structures meet the front-yard setback requirements set forth by this code, and the side yard setback requirements for accessory buildings in Subsection B..." Pursuant to Article XXIII, Section 280-124 a minimum front yard setback of 40 feet is required and Section 280-15B notes a required side/rear yard setback of 15' on a building of this height The proposed garage notes a front yard setback of 12' 8"and a rear yard setback of 9' 10" This Notice of Disapproval was amended on May 6 2019 to correct an error. 4—z 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. BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road •P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes iQ Town Annex/First Floor, Robert Lehnert,Jr. O! 54375 Main Road(at Youngs Avenue) Nicholas Planamento yCOUNN Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809• Fax (631)765-9064 February 20,2020 Tom Samuels Architect 25235 Main Road Cutchogue,NY 11935 Re: De Minimus Request, File#7308 Heagerty Garage, 10550 Nassau Point Road, Cutchogue SCTM No. 1000-119-1-16 Dear Mr. Samuels; I am in receipt of your correspondence, dated January 2, 2020, requesting a de minimus approval for a proposed accessory garage. In your letter you explain that the Town Code has been revised to allow the size of dormers in accessory buildings to be constructed up to 80% of the roof width, an increase from 40%, and that your design proposes to construct dormers to measure only 45% of the roof width. I reviewed the associated architectural renderings (Sheets 3 and 4) dated October 29,2019 and the Zoning Board of Appeals determination No. 7308. The applicant was granted relief for an accessory garage having-less than minimum required front yard and side yard setbacks. The proposed modification does not impact any of the aforementioned relief granted. I have determined that your request is de minimus in nature because the changes do not increase the degree of non- conformity and upholds the intent of ZBA Appeal No. 7308. Please be advised the variance granted is subject to the condition that the accessory garage shall remain non-habitable, as unconditioned storage space, and without plumbing on the second oor. Contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter and your request to the Building Department. gi ly, Kan Weisma Chairperson cc: Michael Verity,Building Department 1�F A BOARD MEMBERS UT Southold Town Hall h0�� S HIO Leslie Kanes Weisman,Chairperson 53095 Main Road a P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �p� Town Annex/First Floor, Robert Lehnert,Jr. OI,YC�� 54375 Main Road(at Youngs Avenue) Nicholas Planamento RECEIVED http://southoldtownny.gov ���l,a. 3•�� ZONING BOARD OF APPEALS OCT - 1 2019 ,' 2 2019 TOWN OF SOUTHOLD Tel.(631)765-1809•Fax (631)765-9064 Sou hold Towyn Clerk E]MINGS, DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 26, 2019 ZBA FILE: #7308 NAME OF APPLICANT: Michael and Mary Heagerty PROPERTY LOCATION: 10550 Nassau Point Road (Adj.to Little Peconic Bay), Cutchogue,NY SCTM: 1000-119-1-16 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 11 category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Lode Sections A 14-14 to 23, and the Suffolk County Department of Plaiming issued its reply dated May 3, 2019 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP 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 August 27, 2019. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The subject non-conforming, 30,507 square feet, .70 acre, irregular shaped parcel located in the R40 Zoning District measures 131.67 feet to the tie line along the Great Peconic Bay establishing a southern lot line, then arcs 378.23 feet along Nassau Point Road establishing an eastern lot line, and returns 351.62 feet along a residentially developed lot to the north. The site is improved with a two story frame house encircled by wood decking and steps, a roof over wood entry porch, a blue stone gravel driveway, multiple wood tie retaining walls, a partially covered wood waterside deck and wood frame shed as shown on the survey prepared by Nathan Taft Corwin III, Land Surveyor and dated March 6, 2017. BASIS OF APPLICATION: Request for Variances from Article 111, Section 280-15; Article XXIII, Section 280- 124, and Building Inspector's February 5, 2019, Amended May 6, 2019, Notice of Disapproval based on an application to construct an accessory garage; at, 1) located in other than the code permitted rear yard; 2) located less than the code required front yard setback of 40 feet; 3) located less that the code required rear yard setback of 15 feet, located, at 10550 Nassau Point Road (Adj. to Little Peconic Bay), Cutchogue, NY. SCTM No. 1000-119- 1-16. Page 2, SeVtember 26,2019 97308,l-leagerty SCTM No. 1000-119-1-16 RELIEF REQUESTED: The applicant requests variances to construct a wood frame garage with half-bath measuring 22 feet by 22 feet, for approximately 484 square feet, with a ridge height of 20 feet, including a finished second floor storage area measuring 22 feet by 19 feet, for approximately 308 square feet,with a front yard setback of 12.8 feet where the code requires a minimum front yard setback of 40 feet and with a side yard setback of 9.10 feet where the code requires a minimum side yard setback of 15 feet. ADDITIONAL INFORMATION: No immediate neighbor, resident of the Nassau Point community or member of the public spoke in favor of or against this application. The subject parcel is located at the southern end of Nassau Point Road and is adjacent to a public beach access. The triangular, waterfront lot has substantial road frontage, varying topography and is well landscaped. The residence is sited on a hillside with an excavated area accommodating a pervious driveway. Town zoning code allows waterfront property owner's the right to place accessory structures in the front yard provided the applicant meets setback requirements. The applicant proposes to include electric and wate ice the accessory structure and includes a gara e level half-bath consisting o toile an sin an s a es Ines e se on oor wi n con air p um Ing nor will it be conditioned. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 12,2019 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 $267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The Nassau Point community was primarily developed in the mid- 20th Century and consists of varying lot sizes and shapes taking advantage of the natural terrain with a variety of housings styles and sizes, many of which contain detached multi-car garages or accessory buildings on similar waterfront parcels. The proposed non-habitable garage with second floor storage is in keeping with the design and scale of the primary residence and character and location of typical waterfront residences found elsewhere on Nassau Point. Furthermore, the proposed structure will be sited on a hillside accessed by an existing driveway area that is recessed below surrounding grade reducing the scale and massing of the garage and preserving existing mature oak trees which will be supplemented by additional proposed evergreen landscaping. 2. Town Law $267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. As the result of a long and narrow, triangular-shaped, waterfront lot with dramatic topographic contours and substantial, curving road frontage, there is no level, conforming building envelop available to accommodate an accessory building. 3. Town Law $267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 68% relief from the code relative to a front yard setback and 39% relief from the code relative to a side yard setback. However, there is no other location on the parcel to site an accessory structure without the benefit of relief given the irregular, narrow shape of the lot and substantial road frontage. Moreover, if the proposed accessory garage were relocated elsewhere on the site, major ground disturbance would occur resulting in a loss of landscaping, native vegetation and potentially disrupting the Board of Health approved sanitary system and existing retaining walls. 4. Town Law $267-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. Page 3, September 26,2019 #73'08;Ileagerty SCTM No 1000-119-1-16 5. Town Law $267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 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 an accessory garage structure measuring 22 feet by 22 feet with a ridge height of 20 feet including a garage level half bath with a finished, unhabitable second floor storage area 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 Planamento, seconded by Member Dantes, and duly carried, to GRANT the variances as applied for as shown on the site plan, labeled Sheet 1, prepared by Samuels & Steelman Architects and dated January 30, 2019 and the garage plan, labeled Sheet 2, prepared by Samuels & Steelman Architects, and dated August 5,2019. SUBJECT TO THE FOLLOWING CONDITION: 1. The accessory garage shall remain non-habitable,unconditioned storage space without plumbing on the second floor. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing'before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and`void. 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. Pursuant to Chapter 280-146(3) 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. Vote of the Board: Ayes. Members Weisman (Chairperson), Dantes,-Acampora,Planamento and Lehnert. (5-0) C Leslie banes Weisman, Chairperson Approved for-filing /)7019, TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Examined 120 ® ECEOVE Flood Permit D Single&Separate Truss Identification Form .JAN 3 0 2019 Storm-Water Assessment Form Contact: Approved ,20 'BI:IMMU—TC,D76 a Mail to: -�o ASCI YYl Im- S Disapproved a/c T®WN O SOUTHOLD Phone: Expiration 20 uilding Inspector APPLICATION FOR BUILDING PERMI:Al Date [/lfv�J , 20_1 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. lv��,�`� VW (Signatu a of applicant or name,if a corporation) `ti , \ (Mailing 9ddress of applica ) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As on the tax roll or 1 test d ed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. -- Plumbers License No. ` "'� 'f=��$ { ("A ' ~ Electricians License No. ~f: Other Trade's License No` ltF, :%;' .'': 1. Location of land O W is 1Pid_•lt3...1 `ori ` " e:, n h h proposed or�C`wi b"e rie: C t House Number Street ( Hamlet County Tax Map No. 1000 Section (� I Block Lot l(L Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and i ende use and occupancy of proposed construction: a. Existing use and occupancy e c b. Intended use and occupancy La- �(CV1(4a� G P,(es 0yW 3. Nature of work(check which applicable):New Building V/ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost co, QD rc ( l '�Tq;be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwellin t� As on each floor `l' If garage, number of cars TWO ' 6. If business, commercial or mixed occupancy, specify nature•and extent of each type of use. ` f( 7. Dimensions f existing structures, if any: Front - Rear 3 - Depth Height l Number of Stories o G( E Dimensions of same structure with alterations or additions: Front NA Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front -(J Rear Depth Height o'��r�-Vt Number of Stories v tbo 9. Size of lot: Front ;J7�, I Ream i Depth 10. Date of Purchase Name of Former Owner ma, 11. Zone or use district in which premises are situated 9_40 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 14. Names of Owner of remises Addresst�l/Fti�0 OK I�1 Phone Nol b I U��7 Name of Architect U 29Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITjS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES V NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO� * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTTYj,,OF < V(' ) • &Mad3 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the U �/VVt fc,(/1 (Contractor,Agent, Corporate LAUREN M MCKISSICK of said owner or owners,and is duly authorized to pe QpfMYQRK ake and file this application; that all statements contained in this application are s o i� belief; and hat the work will be performed in the manner set forth in the application fi ed therewith. Sworn to before me this Qualified in Suffolk County o day of �41V- ao My Commission Expires May 23,202 L. Notary Public Signature of Applicant 0 � BUILDING DEPARTMENT- Electrical 4 Inspector � TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 0 Southold, New York 11971-0959 .r" ;. = Telephone (631) 765-1802 - FAX (631) 765-9502 { `' = rye r southoldtownnv.cov - seand_southoldtownny.cov - �APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali Information Required) Date: 4 /6 /21 Company Name: Paul Burns Electrical Contractors Inc Name: Bob Burns a - x License No.: 3897-ME email: pburnsjr@optonline.net Address: PO Box 1061 Southold,NY 11971 Phone No.: 631-365-4735 i JOB SITE INFORMATION (All Information Required) Heagerty Y ' Name: ' Address:' 10550 Nassau Point Road Cutchogue -------------- Cross Street: Phone No.: Bldg.Permit#: '7 31 email:, Tax Map District:, 1000, Section:_, 1 , Block: _ Lot: ] BRIEF DESCRIPTION OF WORK (Please Print Clearly) Wire Garage Circle All That Apply: Is job ready for inspection?: - YES / NO Rough In Final Do you need a Temp Certificate?: -YES / NO Issued On Temp Information: (All information required) ` Service Size 1 Ph 3 Ph Size: A # Meters Old Meter,# , New Service- Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION y ' a� Request for Inspection FormAs J�� J�°SAF ��� S T0�][�. M[WA�T]E]k Scott A. Russell SUPERVISOR IAvl[A NAG]EAMI ENT SOUTHOLD TOWN HALL-P.O.Box 1179 Q 53095 Main Road-SOUTHOLD,NEW YORK 11971 0 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS I�IROJ EC T INVOLVE ANY OF 'I'I-I[]E FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑E6A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑Et B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area, ❑ffC. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. 1:121D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑E917. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT• (Property Owner.Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date Dintnct NAME Tom Samuels 119 01 16 12/12/19 �Sectton Block Lot '- r **** FOR BUILDING DEPARTMEN-P USE ONLY **** Contact information. 631 7346405 1 d,ph—N..W) Reviewed By: — — — — — — — — — — — — — — — — Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — 10550 Nassau Point Road ❑ Appioved for processing Burlcling Permit. i — Stormwater Management Control Plan Not Required. CutChogue, NY 119351:1 Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 Town Hell Annex ry^ k Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 t Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYKE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Z / Owner: / f1- L if Location of Property: P'/xvT /0'Id C�c�O Q V Please( take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) L/ Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: ° Name (person submitting this form): �(�, Capacity(check applicable line): Owner Owner representative TrussReg15,docx Effective 1/1/2015 NEWYORK STATE DEPARTY� 'T OF ENVIRONMENTAL CONSERVA7 4 � Facility DEC ID 1-4738-04548 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: MICHAEL HEAGERTY HEAGERTY PROPERTY 317 VINEYARD RD 10550 NASSAU POINT RDISCTM# 1000-119-1- 16 HUNTINGTON,NY 11743 CUTCHOGUE,NY 11935 (516)449-8557 Facility Application Contact: THOMAS C SAMUELS 25235 MAIN RD CUTCHOGUE,NY 11935 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 715.569 NYTM-N: 4540.822 Latitude: 40°59'24.4" Longitude: 72°26'14.3" Project Location: Great Peconic Bay Authorized Activity: Reconstruct decks-and plant disturbed area of the bluff face. All work must be done according to the plans prepared by Samuels & Stellman, last revised 7/11/2017 and stamped NYSDEC approved 7/31/2017. EEH. (DEP-ARNO) - Note: the property landward of the top of slope as shown on the survey prepared by Nathan Taft Corwin III, last revised 3/6/2017 is beyond Tidal Wetlands Act(Article 25)jurisdiction. Permit Authorizations Tidal Wetlands -Under Article 25 PermitIDI 1-4738-04548/00001 New Permit Effective Date: 7/31/2017 Expiration Date: 7/30/2022 Page I of 6 NEW YORK STATE DEPARTV 'TT OF ENVIRONMENTAL CONSERVA' c v. Facility DEC ID 1-4738-04548 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is,contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:MARK CARRARA, Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 = Authorized Signature: Date8/ L_/6 ' Distribution List THOMAS C SAMUELS Bureau of Marine Habitat Protection Elyssa Hopkins Permit Components- NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 2. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. ; 3. Conformance With Plans All activities authorized by this permit must be in'strict conformance with'the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared'by Samuels & Stellman, last revised 7/11"/2017. Page 2 of 6 NEW YORK STATE DEPARTTV- "T Of ENVIRONMENTAL CONSERVA -d Facility DEC ID 1-4738-04548 4. Install,Maintain Erosion-Controls Necessary erosion control measures, i.e., straw bales, silt- fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 5. No Unauthorized Fill No fill or,backfill is authorized by this permit without further written approval from the department(permit,modification, amendment). 6. No Runoff down Bluff or onto Beach There shall be no discharge of runoff or other effluent on, in or down the bluff face or onto the beach. 7. Equipment,Material Stored Away from Crest of Bluff The storage of construction equipment and materials shall be confined to upland areas landward of the crest of the bluff or hill. 8. No Alteration of Bluff for Construction Alteration,of the existing grade of the bluff during construction is prohibited.' 9. Vegetate-All Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent'soil erosion prior to the project,completion or expiration date of this permit,whichever comes first. 10. Restore Bluff Any disturbance to the existing bluff.resulting from the authorized project shall be completely restored.. 11. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove-all or,any-portion of the uncompleted structure or fill and restore the site to its former-condition. No claim-shall be made against the State of New York on account of any such removal or alteration. 12. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland'or waterway by,suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings;paints, concrete, leachate or any other environmentally deleterious materials associated with the proj ect.' 13. State May Order Removal or Alteration of Work If future,operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in,the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free on , of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by,the Department to remove or alter the-structural work, obstructions, or hazards caused thereby without expense to the State, , and if,'upon the expiration or revocation of this permit,the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not,be completed,,the owners, shall, without expense to the State, and to such extent and in such time and mariner as the Department of. Environmental Conservation may require,remove all or any portion_of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State,of New'York on account of any such removal or alteration. - Page 3 of6 dome NEVA YORK STATE DEPARn' `TT OF ENVIRONMENTAL CONSERVA _ N Facility DEC ID'1-4738-04548 14. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland)and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 15. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement'of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. GENERAL CONDITIONS - Apply to ALL Authorized-Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's`representative during an inspection to the permit area when requested by the Department. A copy of this permit,including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce,a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations:.Tidal Wetlands. Page 4 of 6 NEWYORK STATE DEPARTl,`_ _NT OF ENVIRONMENTAL CONSERVA' v w Facility DEC ID 1-4738-04548 5. Permit Modifications, Suspensions and Revocations by lthe Department The Department reserves the right to exercise all available authority to modify,-suspend or revoke this permit. -The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e.. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to, the permitted activity'. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer'should be submitted prior to actual transfer of ownership. 'NOTIFICATION OF OTHEA PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or'federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, -and agents ("DEC") for all claims, suits, actions, and damages,to the extent attributable to the permittee's''acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming-the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility'to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to-the same sanctions for violations of the Environmental Conservation Law,as those prescribed fo'r the-permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is.responsible for obtaining any other permits' approvals, lands' easements and rights-of- way that may be required to carry out the activities that,are authorized by this permit. Page 5 of 6 NEW,YORK STATE DEPARTD, AZT OF ENVIRONMENTAL,CONSERVA' �8 ob Facility DEC ID,1-4738-04548 Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a parry to the permit. Page 6 of 6 Samuels and Steelman Architects 25235 Main Road, Cutchogue, NY '1935 Tom samuelsandsteelman.com January 30, 2019 Building Department Town Hall Annex Main Road Southold, NY 11971 Re: HEAGERTY ACCESSORY BUILDING 10550 Nassau Point Road Cutchogue, NY Attn: Amanda Nunamaker Attached you will find materials required for a Building Permit for the above referenced project, which is to construct a non-habitable accessory building on a site with an existing residence. This building will be used as an unheated Garage, with Storage space,in the loft above. There will be no sanitary, hence to application to the SCDHS. It is beyond the jurisdiction of both the NYSDEC and Southold Trustees. Due to the peculiar shape of the property, the proposed structure does not meet the required front yard setback. In addition, it is taller than is allowed for an accessory structure with the proposed setbacks. Therefore, I expect that this application will result in a disapproval, requiring a variance from the Zoning Board of Appeals. If you deem this interpretation correct, please issue such a document, and notify us when it'is ready to be picked up. Thank you, Tom Samuels S A M U E L S & S T E E L M A N December 19, 2019 Southold Town Building Department Main Road Southold, NY 11971 Re: Garage at the HEAGERTY Residence 10550 Nassau Point Road, Cutchoge, NY SCTM# 1000-119-1-16 We hereby apply for a Southold Town Building Permit for a new GARAGE at the HEAGERTY Residence. Attached documentation includes the following: 1. Building Permit Application 2. Four (4) sets stamped Construction Drawings 3. Red-stamped SCDHS permit 4. Southold Town Sanitary permit 5. ZBA Findings, Deliberations and Determination 6. NYS DEC permit, including reference to non jurisdictional status 7. Erosion, Sedimentation & Storm-Water Run-off Assessment Form 8. Notice of Utilization of Pre-Engineered Wood Construction 9. REScheck Version 4.6.3 Compliance Certificate 10. Application for Certificate of Occupancy Please review the enclosed and get back to me with any questions. If application is complete, please prepare a BUILDING PERMIT, and contact my office with a total fee for same. Sincerely, Samuels and Steelman Architects *40 DEC 2 0 2019 Tom Samuels, R.A. ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 EL S A M U E L S & S T E E L M A N January 2, 2020 Zoning Board of Appeals Town Hall Annex 54375 Main Road Southold, NY 11.971 Re: HEAGERTY GARAGE 10550 Nassau Point Road Cutchogue, NY 11935 ZBA Application #7308 Dear Board Members, You were kind enough to approve our application for this project, to construct an accessory garage on Nassau Point. We are moving ahead to the Building Department for a BUILDING PERMIT. The original drawings prepared for the appeal were designed under the previous Zoning Code stipulation, that dormers in accessory buildings could not exceed 40% of the width of the roof on which they are located. On this 22'-0" wide structure, that totaled 8'-8n long. That code has been changed to allow,dormers in accessory buildings to be.up to 80% of the roof width. -This would.all dormers.on this structure.to.be 17'-67 long. . We propose to make the dormers 10'-0" wide, or 45% of the roof width. For this purpose, we request a de minimus letter from your office. We attach three (3) stamped FLOOR PLANS for your use. Please get back to me with any questions or concerns. -If acceptable, please prepare that-letter,,and let me know when it can be picked up at your office. Respectfully submitted, Tom Samuels, RA ARCHITECTS 25235 MAIN ROAD CUTCHOCUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 S A M U E L S & S T E E L M A N February 25, 2020 Southold Town Building Department Main Road ` ' FEB 25 2020 Southold, NY 11971 Re: Garage at the HEAGERTY Residence 10550 Nassau Point Road, Cutchoge, NY SCTM## 1000-119-1-16 Attn: Amanda Per your request, attached please find the following items to be included with our application for a Southold Town Building Permit for a new GARAGE at the HEAGERTY Residence: 1. ZBA DeMinimus letter regarding width of dormers 2. Four (4) revised BUILDING SECTIONS, showing no insulation Please review the enclosed and get back to me with any questions. If application is complete, please prepare a BUILDING PERMIT, and contact my office with a total fee for same. Sincerely, Samuels and Steelman Architects TPW—" Tom Samuels, R.A. ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 I tti V REVISIONS: GARAGE FF EL 2q.2 FT / 11/13/19 1 qaV ��5r1 GRADE LINE ELEVATION 33.3 FT. N 0 F 88 z / Carl Hoelzl ,:; v Q GLEAN OUT RESIDE E: FIRST FLR EL 34.4 FT GARAGE FLR ELENI +24.4 21 Whl rd Rd, Stony Brook, NY 11790 SITE "U" AT Am 1" ",CO.HerAL I;" rg`/90CS ADE LINE ELEVATION 32.2 FT 98 Nassau Point Rd COVERE W GRADE LINE CLEANOUT 10 -1 19-1-7 - _-- - M' + + VACANT SCTM # 1000-119-01-16 MANHOLE X� '<Z I ELEVATION_32.5 FT / GRADE LINE ELEVATION -32.0 FT. I' MIN. 2' MAX. PROPERT\ 1/4"/FT. DISTRIBUTION 14"/FT MIN „ N/o/F ADDRESS Y• CUTCHOGUE10550 UNY 119350AD I/4 /FT MI I/8 /FT MIN TOP OF POOL 30.63 FT MU HY NASSAU PT RD LLC POOL 9905 Nassau int Rd, Cutchogue, NY 11935 OWNER: MARY & MICHAEL HEAGERTY SEPTIC LEACHING 100Q-1 19-1-9.1 317 VINEYARD ROAD TANK POOL DWELLING H PUBLIC WATER HEAVY DUTY ADJUSTABLE LOCKING IE. +32.4' IE. + I.O' IE. +31.2' IE. +30.4' BOT OF POOL 22.63 FT HUNTINGTON BAY, NY 11743 TYPE "P" CAST IRON FRAME AND 00 I SITE: 30,507 sf = 0.700 ac IE. +31.2 IE. +30.q IE. +30.3 � COVER TO GRADE (TO BE WATER GROUND WATER \0 ZONING: R-40 TIGHT AND IN5E:CT PROOF) FINISHED GRADE 57' II' q.5' 5' MIN I - ZW \ Z - - EXISTING WOOD M / 0 N/0/F � CHRISTOPHER STABILE, JOHANNA STABILE ALLOWABLE: 20% or 6,101.4 W 4' RETAINING WALL6 _ 107 Emil s Wa , East Setauket, NY 11733 LOT W + PROPOSED NEW WOOD RETAINING WALL5 TO BE REBUILT y9975yN ssau Point Rd, '<' �,:;�::;.:::.:; . :• 8" TRAFFIC BEARING / 1 000119-1-10 COVERAGE TO MEET AASHTO-H2O 6`L ' DWELLING WITH PUBLIC WATER F 5 _ SEPTIC PROFILE PROPOSED NEW GARAGE g'�• j/ ;- i � ACTUAL: 9.92% or 3,029 sf �? 5" WALL (N.T.S.) STRUOTURE 2:2x:2:2' / LOT cv �� \ UNDERGROUND DR WELL COVERAGE MAST PROVIDE JDOIN SEALANT INC / / CONCRETE INVERT FORMED TO PROPOSED NEW GLEAN OUT / �� �� s FOR STORMWATER RUNOFF AT LEAST THREE - QUARTE 9 i FROM BUILDING 5 TURF SURVEYOR: NATHAN TAFT CORWIN III EXISTING WOOD RETAINING WALL5 NOT / / OF THE DIAMETER OF THE PIPE INTENDED TO CONTAIN SEWAGE / _ / / PO BOX 17 (D '•• • .- • '' 1:; ' ..•: .' CAST IN PLACE FLEXIBLE N/O/F JAMESPORT, NY 11947 V PROPOSED NEW WOOD RETAINING WALL NOT RUBBER SLEEVE WITH / / qj w�, ALISON M BYERS LICENSE # 50467 dJ INTENDED TO CONTAIN SEWAGE A; C/O SCOTT A GONGAWAR Q 48" ID STAINLESS STEEL STRAPS OR �"� � PO BOX RKM LIGONIER, PA 1 58 DATED 7/9/08 FLEXIBLE RUBBER BOOT EXISTING GRAVEL WALKWAY gx DW 4x8 _�/ / \� 10075 Nassau Point Rd, 3/6/17 ADD TOPOGRAPHICAL SURVEY J ALTERED SEPTIC SYSTEM 1000-119-1-13.1 � Q I. ALL MANHOLES SECTIONS SHALL CONFORM TO A5TM G-4-78, LATEST REV15ION FOR A 6 BEDROOM RESIDENCE AND GARAGE „�4 ��' 6R AGE " EXI TING DWELLING WITH PUBLIC WATER O STANDARD SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE MH SECTIONS SCDH5 REF# RIO-I1-0046, APPROVED 06/26/2018 DR WAY - D 2. MANHOLE RISER SECTION TO BE FURNISHED 1,2,3, OR 4' HEIGHTS, AS REQUIRED �� 38- NO BEDROOMS ,\ - 1500 GAL SEPTIC TANK (ST) existing 4e4 � 6Ross M 3. LOADING TO CONFORM TO AA5HT0 H-20 LOADING - (1) 4'-8" DIA x 2'-6" HIGH DISTRIBUTION BOX (DB) new x x ��' FLOOR AREA \ / 3' LOT C.OV ERAC�E DATA Y.1 4. ALL CONCRETE 15 TO MEET 4000 P51 AT 28 DAY SET N/O/F 37- ^ 0 6ARA&E ELXEV +24.0 - CLEANOUT existttn and new � '�' �, 5. ALL OUTLETS ARE TO BE SET AT THE SAME ELEVATION, 0.1 MINIMUM BELOW INLET(5) LAURENCE NIEBLING, DIANE NIEBLING g w 3 +2q� , \� Site Area: 30,50-1 sf 24 Margar tta Rd, Boonton, NJ 07005 - (2) 8 DIA x 8 HIGH LEACHING POOL (LP) existing ,y�y / IUS NO WELLS W z .,, 100 0 Nassau Point Rd, - FUTURE LOCATION FOR (I) 8' DIA x 12' �3� ` �- x 203b Allowable Coverage: 6,101.4 sf 3.O _2a.o- -- 150 BUND WITHIN RADIUS 9 AO 11111111 TYPICAL DI,,TRIBUTION BOX DETAIL 000-119-1-18 HIGH LEACHING POOL (EXP) k� - 3 x s 29 F O N.T.S. DWELLI G WITH PUBLIC WATER NEyy DISTRIBUTION BOX SEE DETAIL \ Is s ��? EXIST) EXISTING: 2,545 sf 8.349 0 9 Residence 1,815 sf a no ,y 6 Inn VENAY' -- EXISTING PUBLIC EXISTING CLEAK OUT �s O 3�'' �8, EXP ��� j ` WATER METER Porches 13q sf L6. X1 y r»�n Shed 12 sf Q UNDERGROUND DRYWELLS FOR STORMWATER Q OST OX15 / L Decks 4qq sf �, „y- OLP NEW WATER LINE FROM Total 2,545 sf RUNOFF FROM BUILDING STRUCTURES (� i x EXISTING RESIDENCE TO EXISTINC7 ExISTIN NEW PROPOSED GARAGE PROPOSED: 5,021 sf 1A2% DAVID J/COORCORAN RESII�ENGE �� E �� � �� Residence 1,815 sf Z 38 Sherry Hill Ln, Manhasset, NY 11030 \ / EXISTING )f . . TEST HOLE Porches 13q sf LU 10120 Nos au Point Rd, 2 STORY RESIDENCE x ���• �\ \ EL + 21.1 Shed 12 sf O 1000-1 9-1-17 TOP OF f \ W/ BASEMENT Decks 4qq sf LO DWELLING WITH PUBLIC WATER SLOPE \,N 6 BEDROOMS W/BASEMENT, EXISTING WATER LINE FROM _j\ TOTAL 6RO95 FLOOR AREA, 2,r►4 SF, Q� EXISTING WATER METER TO Garage 484 sf FIRST FLR EL.EV +34.4 O Total 3,021 sf 6ARA&E M"+24.4 ,yp�0 Q EXISTING RESIDENCE r xis \\s NEW UNDERGROUND ELECTRIC. FROM RESIDENCE TO PROPOSED NEW GARAGE NOTES: �\ \ EXISTING Orth 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM RRAG �A EXISTING WATERPROOF GONG. EXISTING ELEVATIONS ARE SHOWN THUS: \ \ ---.-\ / EXISTING CONTOUR LINES ARE SHOWN THUS: --- ---xx--- -- N o \ EXISTING \ RETAINING WALL FOR EXISTING FFL _ nRST FLOOR N� C-.F-L.- GARAGE FLOOR \ \ \ w E I DRIVEWAY SEPTIC SYSTEM 2. FLOOD ZONE INFORMATION TAKEN FROM: ter, I FLOOD INSURANCE RATE MAP No. 36105' 30103CO,y8 H �Q,\ Y � \ ' \�✓ 5T _ i \2 EXISTING UNDERGROUND 05CZ H \ DW a / PROPANE TANK ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); '� \ 1 / \� N BASE FLOOD ELEVATIONS DETERMINED \ � X EXISTING / �\ o ,� \ // \ ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 06 Z DECK / / \ �� /! // / / / �2 UNDERGRouND DRYWELLS FOR N Q• L RAINWATER RUNOFF FROM -j o LOCATIO A N O FLOOD ZONE LINE \ \\\\\ \\ ' \ \\ / / i _ - i' / / / / ` N/o/F w -�• W z W x \ \ \\\ \� `� JOHN INGRILLI, JANE A INGRILLI / a z LL 3444 Carrollton Ave, Wantagh, NY 11793 �`°c w• M L 1031000-119-1-15 PolRd, / �` Jai w a _ \ \ \ \ \ \\\ / , O DWELLING WITH PUBLIC WATER N M \ XISTING\\ DECK \ \ a 0) N lo BOTTOM OF SLOPE O� / s OF kepv \ Little 81 � EXISTING DECK \ `� \ \ � Peconic Bay EXISTING SHED, q2 SF GROSS FLOOR AREA, DOES NOT CONTAIN PLUMBING \ .\�\ \ FLO� 350-� EXISTING BEACH STAIRS \ F\\\ ZONE XYE � TIE LINE ALONG APPARENT HIGH y�,7ER \ l TE PROJECT NO: MARK ON MARCH 6, 2017 \ \ \ \ \ \ _ \ TOP OF SLOPE 1703A BOTTOM OF SLOPE \ \ I I I\ , FLOOD ZONE LINE DRAWN BY: l I \ UT EXISTING BEACH STAIRS \ � � � •c TEST HOLE CHECKED BY: AND LANDINGS � � "�� TS NO SCALE DATE: GREAT P E C O NI C BAY BY McDONALD GEOSCIENCE 10/29/19 TEST HOLE DATA 5/3/17 ELEV. + 27.1 SCALE: 1" = 20' - 0" SHEET TITLE: 1.0 FT. BROWN SILTY SAND SM _ SITE e'�.f",", PLAN k . "-- 23 FT. PALE BROWN FINE SAND SP Ci­ ' COMMENTS: NO WATER ENCOUNTERED '; --- DEC 0 2 2C11� _ . .. I,�LO.'"�� ���� �. -n �:1SCALE: 1 " = 20'-0" SHEET NO: 1�:4 .c? K«✓ti�l�4..:+.3 C1"er...:�;.f'f":dfl.'�d.tl'"�:�•t��^+F."d".:::i,✓b"!"':l"C'1i' A4, SCDHS SUBMISSION GVr WIRE ��o� o. SURVEY OF LOT 83 cr) ' 'AAMENDED MAP A OF � ' q�,P�,Qy �s \ NASSAU POINT FILE No. 156 FILED AUGUST 16, 1922 \ SITUATED AT � cp SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK o 1 S.C. TAX No. 1000- 119-01 - 16 `�o,.�aP F°J� SCALE 1 "=20' JULY 28, 2008 ° of MARCH 6, 2017 ADD TOPOGRAPHICAL SURVEY Na o- �� �'�� '� APRIL 6, 2020 UPDATE BEACH AREA WOOD n ryyo �� 3� OCTOBER 20, 2020 UPDATE PORTION OF LOT DECEMBER 2, 2020 LOCATE NEW GARAGE FOUNDATION � °�A °off � 3 7 AREA = 29,096 sq. ft. b. ;'� (TO TIE LINE) 0,668 ac. OO ❑ 5� (J �2 � e�OC'�Y a -All as Q . QQ4 a• � ' vj 0 e G c' �. .• Lj-� �Q V G 2 n �� 0 �v��� �\ \ OA6 ,° \;p l,A 32.2 p ��� —0,° F\ 1 °\ \ OSI . > oA p N N°' \ w O c a n Nh NOTES: 0^ \ \ x OQ�Fgi; < 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM ooh �, e.. � EXISTING ELEVATIONS ARE SHOWN THUS:XX.X EXISTING CONTOUR LINES ARE SHOWN THUS: — — —XX— — F- L.— FIRST FLOOR `efy p C`/L G.FL- GARAGE FLOOR 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO502 H & 36103CO506 H ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); +L BASE FLOOD ELEVATIONS DETERMINED \ X2;.& 'eb O� ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. T 4�s o \ \\ \\\o\\\ \ / r X \\ \\ s .51227-Z l // /X x2u D C 1 1 2020\ � y<1 \ %%006 o° PREPARED IN ACCORDANCE WITH THE MINIMUM �°\ \ C), \ 3 \ \\ \ G / / \�S BYATHE RLI.A.LS. AND APPRODS FOR TITLE VEA APPROVED AND ADOPTED D s 2c \\ \ s�St l \\\ \ \ \ \ / / / TOR SUCH BY THE NEW YORK STATE LAND Yo X r- 04, F \! J JAF7 0 _.s', OP � a 'Po \ \� �° \ -4..1 �O \ n„ s trN:l`.Sr`Lic. No. 50467 x UNAUTHTO THIS°SUERVEY SETION OR AVIOLATON OF SECTION 209 athn Taft Corwin III EDUCATION LAW. THE NEW YORK STATE COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor GFS 138 z� RIM 12.2 THE LAND SURVEYOR'S INKED SEAL OR O "mo EMBOSSED SEAL SHALL NOT BE CONSIDERED tJJ l,$X24\ ? ty j G RIM 12.3 TO BE A VALID TRUE COPY. ONLYFTO ICATTHESPE SIONTEFOR WHOM THED HEREON LSURVEY L RUN Successor To: StanleJoseph A. IngegnJ. o L.S.L.S. O IS PREPARED, AND ON HIS BEHALF TO THE TITLEG MPANY,T O GOVERN ED MENTAL AGEEON,CY D Title Surveys - Subdivisions - Site Plans - Construction Layout LENDINTO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fax TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 37-039D SITE DATA SCTM # 1000-119-01-16 PROPERTY: 10550 NASSAU POINT ROAD ADDRESS CUTCHOGUE, NY 11935 OWNER: MARY & MICHAEL HEAGERTY / 317 VINEYARD ROAD M O /�(� HUNTINGTON BAY, NY 11743 4 �,\ ���Ci � SITE: 30,507 sf = 0.700 ac I / 01�0 ZONING: R-40 EXISTING WOOD ALLOWABLE: 20% or 6,101.4 d/ RETAINING WALLS \ O� �� LOT u W COVERAGE 't 0 o / LOTUAL: 9.92/0 or 3,029 sf O -.00I �'�'� s 0 / COVERAGE 3: d ��Y , / ��/��� SURVEYOR: NATHAN TAFT CORWIN III PO BOX 17 PROPOSED NEW GARAGE �` — \�Mg- JAMESPORT, NY 11947 STRUCTURE WATER NO SANITARY ^� LICENSE # 50467 • -/�'�i fifes V / EXISTING. _ ii' ' / DATED 7/9/08 EXISTING WOOD DRI1/EWAY _ �� / 3/6/17 ADD TOPOGRAPHICAL SURVEY ffffif� Q RETAINING WALLS ® 0 LINE OF C7 RA(5 a�° / M ,dam SETBACK FROM 484 5F GROS i / 3� m w TOP OF SLOPE 3/ a, LOOR ARE - LOT COVERAGE D.�TA � y 9 3s �S / ,� �/ \�o 51te Area: 50,50'1 sf Z `�0,, 20% AIloveable coverage: 6,101.4 sf NG LP v' 35 DRIVE IWAY � �,�, �c� �O EXISTING: 2,15452,545 sf 8.3490 � a N 0 F W Q�Oe / 4Q E �3 – - ro0S/Np�0 Porches ce 1311 sf / - �2" A A Rpm 0S� Shed 12 sf Q DAVID J. CORCORAN tid ST _ �, / '�o �`� / �'' / / F,Q�c,4 Decks 411 sf 1000-119.-1 -17 �� \ LP ) / /NSF Total 2,545 sf , - U) RRAG — PROPOSED: 3,021 sf 1.1290 Q x1st = �� Residence 1,815 sf z / \ _ Porches 151 sf UJ EX 1 ST I NG // \� 4 Shed 12 sf 0 SLOPE 2 STOR-'r \ So o;o„ Decks 41cl sf LO i� 51 D 1�lG Q�' N '1 B C,4 Garage 484 sf / 5A5�MF-NT �O \ '4 ,�� Total 5,021 sf Q - 3 / 1,815 5F GRO55 S , EXISTING / FLOOR AREA xls / DRIVEWAY \ as NOTES: / EXISTING ora 0 '\ \ RRAG � O 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: ,10 \•\ / 0 �� - Q EXISTING CONTOUR LINES ARE SHOWN THUS: - -- ----xx----- ---__ r' / \ / / F FL — FIRST FLOOR \ \\ \ \ •'\ I O /, C FL — GARAGE FLOOR Y 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 3610300502 H do 361(;300506 H ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); ! X6'8 �� \ \\• d/ BASE FLOOD ELEVATIONS DETERMINED Q \\ EXISTING / �� 36, ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 06 Z \ /\\\ DECK / /_ C�\� ? ��S `S,, ;01P4—10001, ,10 e \ ' Pk �' Ro Si r Y 10 FLOOD ZONE LINE , \ \\\ \\ \ ` \ k LwUMT1 I MAL P8 ? g �"� </,4, F w W z w a I � U �Q �` �C o azu. \\\ \\ \ "000, / ' '\'/� W w �° r \, ` '• P C - - `o a , � Q N � / X15TING \ \\�� / \ / ,��¢ '� \ tOnR M / DECK \� BOTTOM OF SLOPEOF Little NIP(F J y� EXISTING DECK 5 s C. s \ \ \ , O PecOnic Bay \ �\ \,� \\ \ O• Qr f EXISTING SHED o� �ti;.- •--.;11 cn q2 SF GR055 FLOOR AREA \ Loon .\\ ZONE X ., EXISTING BEACH STAIRS \ \ '\ °'�svo FLOOD \ ZONE 1/1 \ - TIE LINE ALONG APPARENT HIGH (EL 1!5) \\ \ r t /•� 7 WATER MARK ON MARCH 6, 201'1 \ \ _ TOP OF SLOPE PROJECT NO: 1703A BOTTOM OF SLOPE � \•\ \ \ �\ I FLOOD ZONE LINE DRAWN BY: UT EXISTING BEACH STAIRS \� AND LANDINGS �I �PCHECKED BY: TS � �� � DATE: GREAT PECONIC BAY 1/30/19 � SCALE: IJI SHEET TITLE: SITE PLAN Bldg Dept copy from ZBA Final re ;1e 190u`r Cts .� „ — ZBA File# SCALE. 1 — 20'-011Dater / / '� SHEET NO: (ZONING ® OF PE LS REVISIONS B B 220" I I'-O" Je J* 51.4311 CX 45 I i I 5T OL I I I YELLOW CEDAR TAPER SAWN SHINGLES ON ., 1:13 I : I LATH ON %" PLYWD. DECKING ON ROOF I i RAFTERS PER SECOND FLOOR PLAN 41 I I I W — i � � I I � A '� —i WOOD RAIL 4 COPPER GUTTERS TO MATCH I - 3 2x8__ 3 2x8- W O RESIDENCE ON THREE SIDES, MAIN ROOF I I i 218®I6" R.R. 2x8 I6" RIR. X 0 Lr 2xft 16" O.J. :I F :12 O _ - I O >> 11rmFm M I $TORA67E N O NPOD FLR. ON 5/4" d� PLS YWD. SUBFLR. f i N I W Q I WOOD SHINGLES ON 30# BLDG. PAPER ON = I I ry I I 5/8" PLYWD. 5HEATHING ON 2x4®I6" FRAMING w/SPRAY FOAM INSULATION AND i O GYP. BD. INTERIOR FINISH (TYP) >= 2x8 16" R.R. 2x_8®I6" R.R. I O PRI VIDE 2x4 KNEE j WAi-LS B TH SOES I I I I I M I I I I I W z 0 W) PLUMBING PIT, TOP LEVEL v4/SLAB, FOR OF lu SEWAGE EJECTOR PUMP. PROVIDE LO 0 NECESSARY PENETRATIONS FOR PVG A PL AAN- LOF"""""" SCALE: PLAN- 1/4" = 1' -0" SEWER LINES SCALE: 1/4" = 1' -0" r' NEW 6x6 TR. WOOD RETAINING WALL, AS SHOWN ON SITE PLAN, w/DEADMEN PER - BLDG. SECTION 22'-O° �� / / / /\// / \//\ \// \ � \ \ \ \ \/\\/\ \ \\/\\/\\/ /\\/\\/\\/ /\\/\\/\\/\\/ YELLOW PINE STAIR w/HANDRAIL PER SPECS. B CLOSE GAP BETWEEN STRINGER Q FRAME / \ \ \ \ \ \ WALL ABOVE RAISED FOUNDATION WALL SANITARY EJECTOR PUMP IN PIT CONNECTED TO WASTE LINE PER REMOVE PORTION EXISTING RETAINING otS Z WALL, AS 5HOWN ON 51TE PLAN SGDHS. PROVIDE SOLI WOOD \\/\�/\\/ REMOVABLE COVER, U5H w/SLAB -j o \/j� r - --- - -- - - -- - - Li W J' W Z 3 K :: ': : : : > - 4 WASTE LINE TO SANITARY SYSTEM -- --- -- - z LL —— — — — — — —— —— — -1 - REGONSTUGT EXISTING TIMBER RETAINING ------ -- i I -i i (i-il W• o ol WALL w/DEADMEN AS REQ'D `� \ \ I I I o I I II> y�C�j/� \\/ '�/\\ r•, I Q I � I :. I � I � I � � � � I � -� I g W• N F HIGHER FOUNDATION WA O Iry M \ \ I I I II I I I ,� TYPICAL FOOTING __ _ ' ( -�2)I I LVL_PLUSH - I ' \ /\ /f\ I I HIGHER 8" FOUNDATION WALL ON A , ENLARGED FOOTING, REINFORCED w/#4 I _T,�_ (2) TJI BELOW WALL ABOVE REBAR ®12" o%, BOTH HORIZONTALLY 4 VERTICALLY. SEE DETAIL SECTIONII 1 ®I6 TJI FRA INC I WOOD SHINGLES ON 30# BLDG. PAPER ON I 4" WA5TE L14E UNDER LAB RI=GONSTUGT E 15TING TIMBER RETAINING I /g PLYWD. 5HEATHING ON 2x4®I6 I EW WALL w/DEAD EN AS REQ'D — I _ F N Yp i I FRAMING w/SPRAY FOAM INSULATION AND I __ a `S'.- \\�\ GYP. BD. INTERIOR FINISH _ G _ - — N O �P�Ila, �G.SAA"'&F cryo I I I N C1' a� I I 4" THK. CON . SLAB, I o REINFORCEDII�w/6x6, 2��i a I 1 WASTE LINE FO TOILET, I I +� WWM ON 00i PAGTEDI GRADE ry I I UNDER SLAB (VERIFY) I 8 THK. GONG. POURED GONG. FOUNDATION ry ^� I I r2 I I WALL REINFORCED w/(2)#4 BAR AT TOP I EDGE. PROVIDE ANCHOR BOLTS ®32 o% (2) TJI BELOW WALL ABOVE 10"xls" POURED GONG. FOOTING, I •p STE I = PROJECT NO: REINFORCED w O PROVIDE /(2) 4 REBAR (TYP) }AA LINE IN 1506 co FRAMEDWALLS F R SINK 1JLI DRAWN BY: TS PROVIDE 4)2x4 EA H END i I CHECKED BY: - - -- - - -- - -- -- -- -- -- ---� I m • _ - VL FLUSH HEADER I ..__ ___ ___ DATE: - — — — — 10/29/19 LOWER FOUNDATION FOR OVERHEAD DOOR =ry 8" 3'-0° - -- ---- - 16'-0" - -- - - — SCALE: I._I I._,q,.. 1/411 = 1' - 011 32, 3y2„ I SHEET TITLE: I'-4" GARAGE 22'-0" FLOOR PLANS FOUIMMUATION PLA GAKAGE PLAN SHEET NO: Bldg Dept copy fro^• '6A SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0v' Final revinl,s c.: ' r r4 ZBAFile �j3A 484 SF Date: / m�nliYv�u/� $(p,}At, cir-11 cqlaD) aDa-0 E30TE DATA SCTM # 1000-119-01-16 PROPERTY: 10550 NASSAU POINT ROAD ADDRESS CUTCHOGUE, NY 11935 OWNER: MARY & MICHAEL HEAGERTY / 317 VINEYARD ROAD M 0 /•(� HUNTINGTON BAY, NY 11743 SITE: 30,507 sf = 0.700 ac I \� pZONING: R-40 EXISTING WOODWM / ,q'�i ?'-z ALLOWABLE: 20% or 6,101.4 Z d� RETAINING ALLS -�� �\ LOT W W COVERAGE ACTUAL: 9.92% or 3,029 sf 0 LOT 0 COVERAGE _ <�"� d ��� �/�\� SURVEYOR: NATHAN TAFT CORWIN III �.,.. PO BOX 17 PROPOSED NEW GARAGE /N' \ /��` JAMESPORT, NY 11947 STRUCTURE 22'x22' NO / � �{�'� LICENSE # 50467 V WATER NO SANITARY / EXISTING / / \ DATED 7/9/08 (, EXISTING WOOD // DRIVEWAY, _ � / 3/6/17 ADD TOPOGRAPHICAL SURVEY RETAINING WALLS 0 LINE OF - �, _ ,d SETBACK FROM � / 484 SF 6R05 / ell L.O T G O���'�C�� DATA m TOP OF SLOPE 3 37> �, LOOR ARE \ Sys 9 �35� sem\ / ,� �/ &o Site Area: 30,507 sf O�py� \ �' `s� ,p O, 205K Allowable Coverage: 6,101.4 sf LLI 3 � 0 29 '-EXI5TING i \ Yc"Y EXISTING: 2,545 sf 8.545 �v\ DRIVEWAY ?; Q. 8„ �� Residence 1,815 sf �y W Q� \ 70 P& ARpp Porches Oct sf I.L N/0/17 `si / / �2 , / p �R �S Shed 012 sf DAVID J. CORCORAN � � / +• - �`' Rop�R�s �� Decks 4aci sf ul 1000-119.-1 -17 ��`� ` / ' \ �4 N sF Total 2,545 sf XISTI PROPOSED: 5,0201 sf CIA2% Q Residence 1,815 sf Z xist / Porches 1501 sf EX15TING / — 5hed 012 sf u TOP OF \ / 2 STOfiZY � Decks 401ei sfz LO SLOPE RESIDENCE ` Q�, \ S�� }� Garage 484 sf O NI BASEMENT Tota I S,o2a sf r 11815 SF GROSS EXISTING / / FLOOR AREA xis O DRIVEWAY NOTES; 3 `�\ EXISTING OrG ,� \ 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: — \ \ EXISTING CONTOUR LINES ARE SHOWN THUS: — —xx-- -- 0 a \ \ 00000,---, / F FL. G - RA FLOOR rn ' \ \ ww► \ I ;. O r G FL.- MAGE FLOOR 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO502 H do 36103CO506 H /'\- ' Q \ ! _ ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); \ \ \\\\/ '\ / ry� O/� \ �� ZONE X: AREAS DETERMINED BASE FLOOD TO ELEVATIONS E OUTSIDE THE 0.27 ANNUAL CHANCE FLOODPLAIN. otS Z DECK 000, FLOOD ZONE LINE \ �� \\\\ \\ \ / /;'00, W —I• � Z3 LLF CD N 0 UJI \ U Co \ XISTIN DECK \�y'� \ \\ \ '�"\''r a d %! %' U) U) ti �\\\ \ � /— `� / \% 'G i .iii% BOTTOM OF 5LOPE � \ \ \ - / \ -0e -lQly 1F N E� EXISTING DECK / \ �\\ \!� \\ ij%, y \ / Peconic Ba i G. S EXISTING SHED �„ gyp' 92 5F GROSS FLOOR AREA \\\ ,ZONE X EXISTING BEACH STAIRS zoNE TIE LINE ALONG APPARENT HIGH fEl- 1�3) WATER MARK ON MARCH 6, 201 \ \ _ TOP OF SLOPE %- %;;�'; i; %%` PROJECT NO: 1703A BOTTOM OF SLOPE \ I I I FLOOD ZONE LINE DRAWN BY: EXISTING BEACH STAIRSUT \ � ,s AND LANDINGS � 0 CHECKED BY: TS � �� \'N DATE: GREAT PEC 0 NI C BAY SCALE: 1/30/19 1" = 20' . 0" \d, SHEET TITLE: SITE PLAN SCALE: I = 20'-O,v SHEET NO: z NOTICE OF DISAPPROVAL W -- I � ON uj O I I F� Vj_ ' L-A-ti: Q V I uj uj I 1 p 1 STORAGE >= z o I � ' Q � m O a I I I I - O L0 '0001,11, O 77 LOE� I V AIM o � SCALE: 1/4" = 1' -0" 0 0 LOFT FLOOR 0 0 ozo otS Z co Q• a O I NO---------- -- -- -- - --- -- -- -- - - - M F wO >- m ~ Q Z LL I I I I I I = W' w C, o 11 HIM II I I I I I M V TOP OF 5LA5 N 4, -- --- -- -- -- -- - -- - -- — -- -- I I I I I I I I I W• C'4 2 M I I I 1 1 1 1 1 1 1 I I cn co I I ri UP i I I I I I L-----------------------------------------------------------J L-----------------------------------------------------------J I i I I S" 0 U T ELEVAT100[mm W E b" T ELEVATION I I SCALE: 1/4" = V -0" SCALE: 1/4" = 1' -0" PROJECT NO: 1506 —` DRAWN BY: TS CHECKED BY: DATE: 1/31/19 SCALE: 1/411 = 1' - 0" L -- ---- ---- --- - - - -- -- - - -- -- -- --J SHEET TITLE: GARAGE G A 0 Kno h'Ask G E P L FLOOR PLANS SCALE: 1/8" = V -0" 484 5F SHEET NO: F REVISIONS: 6ARA6E FF EL 20.2 FT oaO/F 11/13/19 l z GRADE LINE ELEVATION 35.3 FT. / Carl Hoe Carl oelzl RdOw" ITE D A wpm A Q GLEAN OUT RE51DE E: FIRST FLR EL 34.4 FT GARAGE FLR ELE1/ +24.4 21 Whittford Rd, Stony Brook, NY 11790 ADE LINE ELEVATION 52.2 FT 98 Nassau Point Rd 00\/ERE W GRADE LINE CLEANOUT 10 -119-1-7 MANHOLE ELEVATION±32.5 FT / GRADE LINE ELEVATION ±52.0 FT. VACANT SCTM # 1000-119-01-16 I' MIN. 2' MAX. \ N/o/F ADDRESSY• CUTCHOGUE10550 NASSAUN 11POIN9350AD 14"/FT. DISTRIBUTION 14"/FT MIN I/8"/FT MIN TOP OF POOL 30.65 FT MU HY NASSAU PT RD LLC POOL I/4 /FT MI 9905 Nassau int Rd, Cutchogue, NY 11935 OWNER: MARY & MICHAEL HEAGERTY SEPTIC LEACHING 100Q-1 19-1-9.1 317 VINEYARD ROAD TANK POOL HEAVY DUTY ADJUSTABLE LOGKI E. +52.4' IE. + I.O' IE. +31.2' IE. +50.4 BOT OF POOL 22.63 FT In DWELLING H PUBLIC WATER HUNTINGTON BAY, NY 11743 TYPE "P" CAST IRON FRAME AN IE. +51.2' 1E. +50.0' IE. +50.5' I SITE: 30,507 sf = 0.700 ac COVER TO GRADE (TO BE WATER GROUND WATER I I O >_ TIGHT AND INSECT PROOF) FINISHED GRADE 51 II' 0.5 5' MIN �- ZONING: R-40 EXISTIN6 WOOD M CHRISTOPHER STABILE,FJOHANNA STABILE ALLOWABLE: 20% or 6,101.4 Z RETAINING WALLS East Setauket NY 11733 LOT W 4 PROP05ED NEW WOOD RETAINING WALLS TO BE REBUILT - 107 Emily9975yN ssau Point Rd, 8 TRAFFIC BEARING �� / /; � 1 119-1-10 COVERAGE X TO MEET AASHTO-H20 �L DWELLING WITH PUBLIC WATER FROPOSE:D NEEW 5ARAGE: '�6 C' S E PTI C P RO F I L E I .fig // - ACTUAL: 9.92/o or 3,029 sf s" WALL (N.T.S.) STRUCTURE 22'x22' / \ LOT �- O PROVIDE NOM-SHRINKING i UNDERGROUND DR WELL COVERAGE _ PROPOSED NEW GLEAN OUT %" ! i �s FOR STORMWATER RUNOFF CONCRETE INVERT FORMED MAST JOINT SEALANT % / / p FROM BUILDING 5 TURF SURVEYOR: NATHAN TAFT CORWIN III AT LEAST THREE - OUAR:TE S EXISTING WOOD RETAINING WALLS NOT g' - j \' / PO BOX 17 0 OF THE DIAMETER OF THEW 1 PE INTENDED TO CONTAIN SEM67E _ %w N/p/F JAMESPORT, NY 11947 x ALISON M BYERS LICENSE # 50467 z V . :.;. -' . . . •-� •• ,: ...; '' CAST IN PLACE FLEXIBLE ••• • k• ••.••. ..• .. r PROPOSED NEW WOOD RETAINING WALL NOT , --^ , RUBBER SLEEVE WITH INTENDED TO CONTAIN 5EWA6E - n� C/O SCOTT A GONGAWAR Q 48" ID STAINLESS STEEL STRAPS OR M EXISTING GRAVEL WALKWAY 0x !� DYV �� PO BOX RKM, LIGONIER, PA 1 58 DATED 7/9/08 FLEXIBLE RUBBER BOOT �i � � 10075 Nassau Point Rd, ALTERED SEPTIC SYSTEM 4x8 - 1000-119-1-13.1 316/17 ADD TOPOGRAPHICAL SURVEY J Q I. ALL MANHO S SECTIONS SHALL CONFORM TO AS 0-418, LATEST REVISION FOR A 6 BEDROOM RESIDENCE AND GARAGE O`� �; NEW �'�,; EX I TING DWELLING WITH PUBLIC WATER 5TANDARI 5PEGIFICATION5 FOR PRECAST REIN ORCED CONCRETE MH SECTIONS 5GDH5 REF# RIO-11-0046, APPROVED 06/26/2018 �(�'� 6�` 'C'E DR WAY 3 O 2. MANHOL RISER SECTION TO BE FURNISHED 1,2,5, OR 4' HEIGHTS, AS REQUIRED - 1500 GAL SEPTIC, TANK (ST) existing 38 NO SEDROOI go! 4,34 O � LOT CI/ERA&& DATA � 3. LOADIN TO CONFORM TO AASHTO H-20 LOADING - (I) 4'-8" DIA x 2'-6" HIGH DISTRIBUTION BOX (DB) new �p9 _ ��� FLOOR AREA / �' 4. ALL CO'krRETE IS TO MEET 4000 P51 AT 28 DAY SET N/O/F - CLEANOUT exisiting and new 37 r' SARAc25aE�EV +2a.o - �\ �- LAURENCE NIEBLING, DIANE NIEBLING W Site Area: 50 01 sf 5. ALL OU�'J..E,TS ARE TO BE SET AT THE SAME ELEVATION, 0.1 MINIMUM BELOW INLET(S) - (2) 8 DIA x 8 H16H LEAGHIN6 POOL (LP) existing a 1 24 Mcrgar tta Rd, Boonton, NJ 07005 9� .y� , I WELLS 20% Allowable Coverage: 6,101.4 sf Z 100 0 Nassau Point Rd, - FUTURE LOCATION FOR (1) 8 DIA x 12 �= x FEET RADIUS NO � 000-119-1-18 HIGH LEAGHIN6 POOL (EXP) � x�6� .�9 z9_2a.o-- -- - �; 150 WITHIN RADIUS g � O TYPICAL DISTRIBUTION BOX DETAIL _ _ FOUND DWELLI G WITH PUBLIC WATER NEyS P15TRIBUTION BOX SEE DETAIL Is 35 x�� EXISTI '� EXISTING: 2,545 sf 8.345 N.T.S. 0 9 Residence 1,815 sf a ne t� VEWAY _ --� EXISTIN6 PUBLIC EXISTIN6 CLI OUT �` O '��'� 8,_ E ���" , _ r T WATER METER Porches 150 sf D � xt� y� r»in �� � Decks 400 sf Shecl 012 sf UNDERGROUND DRYWELLS FOR STORMWATER OST axis (n RUNOFF FROM BUILDIN6 STRUCTURES Ate. �. OL p x NEW WATER LINE FROM Total 2,545 sf APP OV D AS NOTED - DW x�� 3 s;' �o -,'�\ _ EXISTIN6 RESIDENCE TO V) E:XISTINC� EXISTIN NEW PROPOSED GARAGE PROPOSED: 5,020 sf 0.124 Q COMPLY WITH ALL CODES OF •� DATE: B.P.# N/O/F �� ��� �/ \ Residence 1,815 sf NEW YORK STATE & TOWN CODES DAVID J CORCORAN RE:SIDE:NGE: / x15TING ��' � � Porches E TEST HOLE 130 sf O FEE: S REQ ED AND CONDITIONS OF 38 Sherry Hill Ln, Manhasset, NY 11030 2 STORY RESIDENCE x Shed 02 sf I< NOTIFY BUILDING DEPARTMENT AT 10120 Nos au Point Rd, x .�� EL + 21.1 765 1802 SAM TO 4 PNI FOR THE SOUTHOLD TOWN ZBA. 1000-1 9-1-17 TOP OF e W/ BASEMENT dP -� Decks 401 sf FOLLOWING INSPECTIONS: DWELLING WITH PUBLIC WATER SLOPE ��� 6 5EVROOM5 w/BASEMENT, EXISTIN6 WATER LINE FROM 1. FOUNDATION - TWO REQUIRED I �w rLniri,i ra ARD TOTAL. &ROS FLOOR AREA. 2,•'1"111 5F, Garage 484 sf �� FIRST FLR ELEV+34.4 02 EXISTIN6 WATER METER TO FOR POURED CONCRETE ' ,,;;'"S OQ� GARAGE ELI+24.4 x ypc0 EXISTIN6 RESIDENCE 2. ROUGH - FRAMING & PLUMBING Total 3,020 sf R 3. INSULATION \ xis NEW UNDER6ROUND ELECTRIC, FROM 4. FINAL - CONSTRUCTION MUST RESIDENCE TO PROPOSED NEW 6ARA6E NOTES: BE COMPLETE FOR C.O. �� ��\ \. EXI5TIN6 Orth 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM ALL CONSTRUCTION SHALL MEET THE �\ RRAC \�4 EXISTIN6 WATERPROOF GONG. EXISTING ELEVATIONS ARE SHOWN THUS: -_ REQUIREMENTS OF THE CODES OF NEW o\ \ / EXISTING CONTOUR LINES ARE SHOWN THUS: - -kx-- - -- YORK STATE. NOT RESPONSIBLE FOR EXISTING / RETAINING WALL FOR EXISTIN6 F.FL - F1FW FLOOR N� \w \ E I DRIVEKAY D % SEPTIC SYSTEM F' - GkWE FLOOR DESIGN OR CONS i RUCTION ERRORS. \ �r Na \ \ I I / EXISTIN6 UNDERGROUND 2 FLOOD INSURANCE RRATE MAP No. 361103CO502 H & 36103CO506 H DO NOT PROCEED WITH ,�� d�\ \\� / \ DW S \ / rya - �, PROPANE TANK ( )c o \ ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD WAVE ACTION FRAk4ING UNTIL SURVEY , D: / BASE FLOOD ELEVATIONS DETERMINED OF FOUNDATION LOCATION 6 �,� �� \ EXISTIN6 - / \ ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2' ANNUAL CHANCE FLOODPLAIN. od z \ \ / \ %� "'� �/ \'�� UNDERGROUND DRYWELLS FOR N�,S BEEN APPROVED. s�o \\� \\ \ \\ \ DECK % \ _ j / /' / / RAINWATER RUNOFF FROM a s \\ \\\\\\ \�\ \\ \ / - / / / DRIVEWAY J y OCCUPANCYOR \ \ \ \\ , \\�\ , - \' 'i . ' ! - \ N/p/F W o u FLOOD ZONE LINE \ \ \ \ \ % / -j' W z ? USE IS UNLAWFUL \ \\ \ \\\ �\ \ �\\\� / / / JOHN INGRILLI, JANE A INGRILLI o = a U \\ �\ ` / 3444 Carrollton Ave, Wantagh, NY 11793 � W• U ' WITHOUT CERTIFICATE \ \ \ \\\ \ \ \\\ _ _ i ;- �� 10375 Nassau Point Rd, Q ,mss FPO" a W N \ \\ / - / / /, 1000-119-1-15 / W' OF OCCUPANCY A11 exteri \ \ \� \�\\ \\\ / / / 0 DWELLING WITH PUBLIC WATER or lighting \ \� �\ � , � \ � � � / � � a � fnstalled, ced or \ XISTING \ \ \\\ \\ ` \ \� \ / a N cn repta °"R DECK \ \\\ \ / ' re aired \ / d p shat/ conform � to Cha % Ater 172 of the To«n Code '\X ELECTRICAL s' INSPECTION REQUIRED BOTTOM OF SLOPE \ \ K �1r \� \ \\ _ _ / / Little DSP• `S . 7' EXISTIN6 DECK PeconicBay TF�I�aS \ \ \ \ `� / / / by N _ �t PLAC�lIg®Itll(a REQUIRED EXISTIN6 SHED, q2 5F \ \ \� � \\ \. /=' o���� 68055 FLOOR AREA, DOES NOT CONTAIN PLUMBING \� ZONE X \� EXI5TIN6 BEACH STAIRS - TIE LINE ALONG APPARENT HIGH LEL i'3) \ �- �J I TE PLUMBER CERTIFICATION WATER MARK ON MARCH 6, 201-1 \ �� _ TOP OF SLOPE NT,BEFORE \ \ I \ ,\ PROJECT NO: 1703 ON LEAD CONTE \ I CERTIFICATE OF OCCUPANCY BOTTOM of SLOPE \ \ FLOOD ZONE LINE DRAWN BY: \ \ I CHECKED BY. SOLDER USED IN WATER EXI5TIN6 BEACH STAIRS \ � \�� i •c SUPPLY SYSTEM CANNOT AND LANDINGS TEST HOLE- EXCEED 2110 OF 15/0 LEAD. \� �� `>a NO SCALE DATE: GREAT PECONIC BAY \ BY McDONALD GEOSCIENCE 10/29/19 TEST HOLE DATA 5/3/17 ELEV. + 27.1 SCALE: 1" = 20' - 1 -PLUME�INC-71 SHEET TITLE: ,ALL-PLUMBING &':WATER LINES i\'��D 1.0 FT. BROWN SILTY SAND SM TI~"TING BEFORE Cc"L"'?!NG ° SITE r PLAN 23 FT. PALE BROWN FINE SAND SP L H, COMMENTS: NO WATER ENCOUNTERED SCALE: 1 " = 20'-0" SHEET NO: BID & PERMIT SET STRUCTURAL REV I EW BY STEVE MARESCA, PE HOT 3 188-01 WEST MONTAUK H 16HWAY, HAMPTON BAYS, NY 11 X46 SIMPSON LSTA - 20 GAGE PHONE 661 -128 c1480 RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE a EACH RAFTER USE/OCCUPANCY IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA: ICE SHIELD UNDERLAYMENT S I NGLE FAM I LY RES I DENT I AL REQUIRED - 24 FROM EDGE DESIGN IN ACCORDANCE W 1 TH AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE HEIGHT PRESCRIPTIVE METHOD ALTERNATE POSITION HURRICANE CLIP USE of 20'-0" MAXIMUM GROUND SNOW LOAD - 45 PSF. � ail SIMPSON H3 FIRST LEVEL - 40 PSF. L.L. GRAVEL DRAIN LIVING AREAS - 40 PSF. L.L. uj O SIMPSON H2 HURRICANE BEDROOMS - BO PSF. L.L. ;.a CLIP NAILED. FROM ' RAFTER L ALSTUD.ITE� FIRE AREA WIND SPEED - 130 MPH y� GRADE 5 - 8d NAILS EACH END SEISMIC DESIGN CATEGORY - B W RES 11DENCE: X WEATHERING - SEVERE Z APA RATED PLYWOOD TO EXTEND TO TOP OF TOP PROVIDE 8d COMMON FROST LINE DEPTH - 36.1 PLATE. NAILS a 4" O.G. AT 8" THK REINFORCED EXTERIOR EDGE OP ALL TERM I TE - MODERATE TO HEAVY SHEATHING GONG RETAINING WALL X . TYPE OF CONST DECAY - SLIGHT • RUCTION w W/#4@ 12" EACH WAY ®, CONVENTIONAL LIGHT FRAME NOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES 4" THK. GONG. SLAB `````` i CONSTRUCTION p REINFORCED d- w/6x6, 2.0 x2.q NM V F-- �� ✓ d GENERAL NOTES uj L . I. ALL WORK MATERIAL AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY ~ ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. O �'�'•'��� • PLYWOOD SHEATHING 50" SPLICE AT REBAR Z TO OVER LAP BOX CONSERVATION CODE, AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DESIGNED IN e BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY a MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. SIMPSON M5T27uj COMPACTED SUB-GRADE ;c; •' m 11/2" WIDE - 20 GAGE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL METAL STRAP ®48" OG. :E LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING GON5TRUCTION. co 1€€=-R �i��i 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE Q REINFORCED GONG > : STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. DOUBLE TOP Z �'�'�'�'�'�' 2 x 6 alb" O.G. PLATE FOOTING W/#5 ® """"' a .r. STUDS PARTITIONS, EXCEPT AS NOTED ON DRAWING. 12O.G. EACH WAY •�. . .• . • 1'1. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4" DIAMETER. + •' A S 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND VERIFIED BY CONTRACTOR(5) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER WRAP + NAIL STRAP AND OWNER. AROUND SILL PLATE 4 - 8d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A SOIL la. DO NOT BACKFILL AGAINST FOUNDATION WALLS 51tvF50N M5T2'7 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. 1 I/2" WIDE - 20 GAGE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT METAL STRAP ®48" OG. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL NAIL SHEATHING TO SILL PLATE CONCRETE SLABS TO BE COMPACTED TO 15% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 8d NAILS ® 4" O.C. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. cd Z , c 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND a t° ?. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE c� Q . 4 2 - #5 REBAR `:,:r �; 2 x 6 SILL PLATE ON EACH LEVEL OF DWELLING AS REQUIRED BY AGQ TREATED. SUPPORTED BY DOUBLE UPRIGHTS, Q.0 FT AND OVER BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING GODS. J a M ,. R [t.AR '"'''''` "" MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. o_ 1A SEE FOUNDATION DWG. +rte,., N ;° "';�< 'ti 22. ANY ALTERATION REPAIR, ADDITION OR CONVERSION TO w .w W x FOR DESIGN. 5/8 x 12 A.B. ®48 OG. FENDER WA5HER. ' 8. PROVIDE FIRE5TOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT - w"- er PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE W .o w (N.T.S.) HOUSE BE UPGRADED WITH HARD WIRED Q. PROVIDE FLASHING AT ALL ROOF BREAKS, a o CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. w cq . �, 0 AND DECKS ETC.. 23. THE NYS CODES AL50 APPLY TO ACCESSORY Q F- . ti 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. HOLD DOWN + SHEAR CONNECTION N • CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD SHALL COMPLY W/N1'56C CHAPTER #25044.ci.6 FOR THE INSPECTION OR SUPERVISION OF THIS CONSTRUCTION PROJECT, FEDERAL, STATE AND LOCAL ZONING AND BUILDING GORE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. C,C•0 NAILING SCHEDULE FRAMING NOTES TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED IO. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR 0 o.G. EXTERIOR EDGES AND 6 d � 12" o.c. f BETTER. INTERMEDIATE. ' SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/5" . ALL INTEOR AND EXTERIOR FINISHES, PROJECT NO: h RAFTER/TOP PLATE 3-16d (TOE NAILED) MIN. THICKNESS OR AS NOTED. 11 AND WATERPROOFING SHALL BE BY ARCHITECT. 1703 0 ('10 ° CEILING JO I ST/TOP PLATE 4-8d (TOE NAILED) 3. ALL SUBFLOORI NG TO BE APA RATED STURD-I-FLOOR, DRAWN BY: ....................................................... CEILING JOIST/PARALLEL RAFTER 8-I od (FACE NAILED) EXF05URE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT CEILING JOIST LAPS OVER PARTITION -7-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 4-IOd (ea. end I-I/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: GABLE ROOFS BLOCKING/RAFTER 4-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS 0 ('10 - RIM BOARD/RAFTER 4-ibd (END NAILED) 4. ALL HEADERS 6-O" AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER DATE: TOP PLATE/TOP PLATE 2-Ibd (FACE NAILED) WITH DOUBLE UPRIGHTS, q'-O" AND OVER WITH CONNECTIONS. 10/29/19 TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A TOP PLATE AT INTERSECTIONS 4-Ibd (FACED NAILED) 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. STUD/STUD 2-16d (FACE NAILED) h HEADER/HEADERIbd (PAGE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL TOP or BOTTOM PLATE/STUD 3-16d (END NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 8'-0" O.G. MIN. PROVIDE 2" SPACE FOR AIR SHEET TITLE: lo° O X45° BOTTOM PLATE/FLOOR JOIST 3-16d FACE NAILED HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED ( ) CIRCULATION IN ROOFS. p JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) AS PER MANUFACTURERS RECOMMENDATIONS. WEB w w BRIDGING/JOIST 2-I0d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL BLOCKING/JOIST 2-I0d (TOE NAILED) stairs etc_ ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE_ 1 3/4" GABLE ROOFS BLOCKING or /SILL TOP PLATE 3-Ibd (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR L lobo dao ° loo o e,.45 o �. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL NOTES & LEDGER STRIP/BEAM 4-16d (FACE NAILED) PARTITIONS OR AS NOTED ON DRAWINGSE NAILED) . PERIMETERS. HANDLING, STORAGE, AND ERECTION OF „ � BAND �015EDOIS3 -Ibd (ED NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED EAM � COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS PROVIDE 8d COMMONNAILS ® O.G. RECOMMENDATIONS. AT HIGH PRESSURE ZONE - 6 O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOIST/SILL or TOP PLATE 3-16d (TOE NAILED) �� WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OAF 1/2" DIA. 0 o PLYWOOD ROOF DECKING Sd �4 O.G. EDGES, �8 O.G. FIELD "TEGO" OR APPROVED EQUAL. to < o �3o STRIP SHEATHING Sd (ONE/RAFTER) GALVANIZED MACHINE BOLTS @ 12" O.G.. SHEET NO: PROVIDE bd NAILS a 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL 5HEATHIN6 Sd ®4" O.G. EDGES, ®8" O.G. FIELD q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.5. PORTION5 OF PANELS IN HIGH FIRE55URE ZONES. PLYWOOD SUBFLOOR DECKING 8d ®6" O.G. EDGES, a12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED To NOTE = a == 4 FT. IN ALL GASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT B,E COMPONENT AND CLADDING PRESSURE ZONESof ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. REVISIONS B 22' O" CX 45 I I 5T OL 4—k YELLOW CEDAR TAPER 5AWN SHINGLE5 ON p I Di� ., to b�lowI I 1 11:12 I ` i LATH ON 3/4" PLYWD. DECKING ON ROOF I I RAFTERS PER SECOND FLOOR PLAN I i i W I 1 WOOD RAIL -I a I I 4" COPPER GUTTERS TO MATCH I I � j li _ _ 3 2x8--_ __-- 2x - _-_ _ 1 1 O � �--- - `-----�---� r - - - - � RESIDENCE ON THREE SIDES, MAIN ROOF I LL 1 M 2�c8®I6" R.R. _ _ 2_x8®I6" RiIR. _ rg 2x8 6" O.J. _ �i � � �✓ ill i :( F :12ROOF Q I - I I N O W OD FLR. ON V �p li i i �Y1�5UBFLR. ILr. Q � WOOD SHINGLES ON 30# BLDG. PAPER ON N 5/8" PLYWD. 5HEATHING ON 2x4®I6" i I FRAMING w/SPRAY FOAM INSULATION AND i I I O GYP. BD. INTERIOR FINISH (TYP) x @ >=i I A/ I Z 2X561611 R.R. I I 2x_8®I6" R.R. O 1 �- I I PRI VIDE x4 KNEE WA�L5 BOTH 511�E5 for A/G I I I I I M uj1 I I I I � C/ z 2'-4y2" MUSHolie y:2 Z AVA L AMR _. SCALE: 1/4" = 1' -0" PLUMBING PIT, TOP LEVEL Y4/SLAB, FOR LO NEG SARY PENETRATIONAGE EJECTOR PUMP. S FORIDPVG Lu L O ELECTRICAL LEGENDROOF 0 vm"k L 'Am �- 9 DUPLEX RECEPTACLE OUTLET 5WITGH SCALE: 1/4" = 1' -0" SEWER LINES SCALE: 1/4" = 1' -0" IV 220V RECEPTACLE OUTLET $ 5WITGH DIMMER NEW 6x6 TR. WOOD RETAINING WALL, AS HALF HOT RECEPTACLE OUTLET ® TELEPHONE SHOWN ON SITE PLAN, w/DEADMEN PER 22,_0„ ' WATER PROOF RECEPTACLE OUTLET TELEVISION j�\/�\/�\/�\/�\j�\j�\jX\"�j/\\/ j�\' \j�\j \\�\j�\j�\j�\/�\j j�\/�\/ \/�\/\\/�\/ BLDG. SECTION 00, 5 SMOKE DETECTOR // // // // // // // // // // // // // // / // // // // // //� owl GROUND FAULT INTER: OUTLET ® i�� �� �� �� \� \� \� \� \� �� �� \� \� \ � \� \� \� \� � \� � M � NYELLOW PINE STAIR w/HANDRAIL PER SPECS. HIGH HAT FIXTURE © CARBON MONOXIDE DETECTOR // // // //�//�//�//�//�//�//�//�//�//�// B /�//�/////�//�/ // ///�/ / /��/�� CLOSE GAP BETWEEN STRINGER 8 FRAME SURFACE MOUNTED CEILING FIXTURE SURFACE MOUNTED GEl�IN6 FAN \ \ \ \ \ \ \ \ \ N WALL ABOVE RAISED FOUNDATION WALL F- - SURFACE MOUNTED WALL FIXTURE EXTERIOR WALL MOUNTED FLOOD LIGHT ?//X//X//// / / / / / / / // // // // // // / / / / / / / SANITARY EJECTOR PU P IN PIT, ��\//�� � � � �/ \/ �\��\��\��\/ \� WAL� A5 SHOWN ON SITE PLAN CONNECTED TO WASTE INE PER °� Z' �\�C/� �l�/ C� ����/�,� �/,����� '�/�// //f////�7, / /�f��f//f//////�� I SGDH5. PROVIDE SOLI WOOD y Q POWER FOR SEWAGE EJECTOR PUMP. ' `/� � � LL ��1��1����,\��\LL� �� REMOVABLE COVER, FLUSH w/SLAB SEE UNIT IN 5PEG5. /\/\/\ �T\T/\/T'\ \ \ \ ��% �/%f/%//%\ Y � . .. . . . .... .. . .. ... . :.. . .. . .. : . . ,. . . .. 4" WASTE LINE TO SANITARY SYSTEM - -- - ------- - -- - - -- - - -- -- - - I W -�• w z __ _ w I I I I _ r — — � — —1 E REGONSTUGT EXISTING TIMBER RETAINING � � I I y I I I I I � � I � I II � Lu I I y W. N ° WALL w/DEADMEN AS REG'D � � ^ HIGHER FOUNDATION WALL ON I i i I i i i iI i Q om, l2)I1" LVL-FLUSH ' TYPICAL FOOTING CO CO / UP O \ /� /f\ I ( HIGHER 8" FOUNDATION WALL ON A I ,',' I/1 1 I ( O (2) TJI BELOW WALL AE O - cV 4'-4" I ENLARGED FOOTING, REINFORCED w/#4 - --�-+-- - - ---- - ----- I = REBAR ®12" o%, BOTH HORIZONTALLY VERTICALLY. SEE DETAIL SECTION II-7/8"/560 6I6 TJI F I INC - - - - - /\ / / ��� I I WOOD SHINGLES ON 30# BLDG. PAPER ON I ��� ~- I to main panel--------- 100 amp. subpanel �� REGONSTUGT E ISTING TIMBER RETAINING I I 5/e" PLYY-O. SHEATHING ON 2x4®16" I 4 WASTE LI1�E UNDE LAB to switch at _ / / / // I WALL w/DEADN(EN AS REG'P Kitchen door-------', , O \ \� \ \ I I I FRAMING w/SPRAY FOAM INSULATION AND \ \/\ \ /\ I I — — I — GYP. BD. INTERIOR FINISH - GA �' C4 4" THK. CON REINFORCED w/6x6, ci q WASTE LINE FOR TOILET, 1 I� o r ad door ry I I I 8 THK. GONG. POURED GONG. FOUNDATION ry I + MM ON GO1�iPAGTED UNDER SLAB ( RIFY) C1g I I I'r-:2 I I WALL REINFORCED w/(2)#4 BAR AT TOP EDGE. PROVIDE ANCHOR BOLTS @52" o% r (2) TJI BELOW WALLA Ov' !E PROJECT NO: 10"xlb" POURED GONG. FOOTING, 0 I r � 1506 REINFORCED w/(2)#4 REBAR (TYP.) I FRAMEDE �VA�STE LIN1= IN I = I I I = r7 WALLS FOR SINK I -- ----- I I DRAWN BY: TS 1 I ry + PROVIDE 4)2x4 EA H END I CHECKED BY: I--- -- -- ----- -- - ----- -- ---� I m \\ (2)11-7/8" VL FLUSH HEADER DATE: LOWER FOUNDATION FOR OVERHEAD DOOR =ry L ——— —— ———— ——— ——— — —— — — � 10/29/19 SCALE: _ 8.1 3y2" I._4.. 1/4 = 11 - 0 SHEET TITLE: rPLAIME SCALE: 1/4" = 1' -0" 4'-8" I6'-o" GARAGE 22'-O" FLOOR PLANS ® A EL E C T "R I ";'L L k Y(a m%"M E%,in ]1-5". h' r% 1 P"N L J% N_ A 'Am PLSHEET NO: 'No SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" 454 SF REVISIONS - B A YELLOW CEDAR TAPER SAWN SHINGLES ON LATH ON 5/4" PLYWD. DECKING ON ROOF RAFTERS PER SECOND FLOOR PLAN W Ixb PVC FASCIA/RAKE BOARD w/PORKCHOF �- AT CORNERS W O WOOD SHINGLES ON 30# BLDG. PAPER ON PLYWD. SHEATHING ON 2x4®Ib" FRAMING w/SPRAY FOAM INSULATION AND F V GYP. BD. INTERIOR FINISH (TYP) G14(135 CW 35 CW1,b' `GX 45 STEP FLASHING ` V PROVIDE SOLDERED COPPER PAN FLASHING UNDER WINDOW SILL IN DORMERS n I� �0 —— —————— — — — — —— — — ———————— —— ———— ———— —— — — —— ———— —— — LOFT FLOOR — —— — — — — —— —— —— —— — — —— — — — — — —— ——— — — — — ——— —— ———— —— — — — —— — —— — — —— — — —— V -- -- ---- ---- ` ---- ---- - ----- --- -- -------- -- - -- - -- -- -- --- O _1 _ �- STAIRS BEYONDrw < >= -iTl NEW RETAINING WALL z - TW 636 i — EXISTING RETAINING WALL TO BE REMOVED O i i I AREA OF RAISED FOUNDATION WALL, WHICH i I L--------- ACTS AS RETAINING OF BANKEXISTING RETAINING WALL TO REMAIN. D REPLACE AS REQ D AT NEW FOUNDATION WALL W -- TOP OF SLABI L.0 < -- -- ---- ---- -- - -L - -- -- -- ---- FOUNDATION BEYOND zrj Ll rl ---------------------------- L----------------------------- -----------------------------IMUMTH ELEvATIRWO Elm%ST E LE'IV'A T 10 � O O SCALE: 1/4" = V -0-- SCALE: 1/4" = V -0" A B ad z co a• W, M � Oa r r � Q W J' FUW- Z a z w WOOD SHUTTERS TO MATCH RESVENGE D Lu. 0 L o Q N �• � uJ• a = U n RETURN GABLE OVERHANG ACROSS FRONT ` OF BUILDING, OVER DOOR p cl) N- 6�(135 CW135 CW1x - LOFLOOR 4 FT FL - - --- ---- - -- - - - - --- - --- -- - - --- - - - ---- - - - - -- --- --- ----- — ——— — — — —— —— — — — — —— —— ——— — —— — — — -�c�� 'lnP� ''i� \ coFFTI-p HHH NEW RETAINING WALL r i Ib'x"i' OVERHEAD DOOR PER SPECS,TE TW2636 w/AUTOMATIC OPENER EXISTING RETAINING WALL TO BE REMOVED PAINTED WOOD DOOR. SEE SPECS PROJECT NO: --------, ❑ 1506 � LJ, DRAWN BY: -� TOP OF SLAB - - - ------ --,-- - - -- - - ------ ---- -- -- -- -- -- - - -- - - ---- -- -- -- - ---- TS CHECKED BY: FOUNDATION BEYOND - I DATE: rlri _ 10/29/19 L----------_ _-----------------------------------------------J L----------------------------- ----------------------------i SCALE: 1/4" = V - 0" SHEET TITLE: E L E VA RD N 50% 0,mum T H E L EVA T I A umh' I" . SCALE: 1/4" = 1' -0" SCALE: 1/4" = V -0" GARAGE FLOOR PLANS SHEET NO: REV1510N5 3'26/20 w/o INSULATION z n Eli A Lu (D O Fm PROVIDE 5/8" TAPER SAWN ALASKAN YELLOW CEDAR ROOFING SHINGLES ON LATH ON % P1.YWD. DECKING r W Q a � Q Q o - - _ \,\ 2 PROVIDE Ix6 PVC RAKE BOARD - ---- 4 CEDAR SHINGLES ON 30# BLDG. PAPER ON %" PLYWD. 5HEATHING O CEDAR SHINGLES ON 30# BLDG. elwo 0. — - -- PAPER ON 5/8" PLYWD. 5HEATHING uj Ix6 PVC FASCIA, vi/lx SOFFIT BELOW 12 1Oy2 --- Q co II \ ANDERSEN CASEMENT WINDOW PER PLANS, ELEVATIONS 8 SPECS. PROVIDE =ry FLASHING AT EDGE5, w/EXTRA 7717 F1 ANDERSEN CASEMENT WINDOW PER 91 _ = - PLANS ELEVATIONSz ATTENTION TO SILL dl FLASHING AT EDGES�w/EXTRA PROVIDE O T Glt6 0 O F 1 "�' tY .J E ATTENTION TO SILL ,^ r 1 Y \ Lo 2x4 WALL FRAMING w/%" PLYWD. �— O Q 5HEATHIN65. WOOD FLOOR PER SPECS ON t / PLYWOOD DECf INb 12" WIDE OVERHANG SOUTH SIDE ONLY --------- TOP 2nd_5UBFLR. - - -- - — TOP PLATE - - -—-—- —- = / _j \ LG RETAINING FLUSH FRAMED HEADER AT DOOR INE OF EXISTIN i -- FLOOR FRAMING PER FIRST FLOOR PLAN �(- WALL TO BE REMOVED r— / I / _J NEW G Ww/4 6x6 TR. WD. RETAINING ', �i� ! IHL I / DEADMEN ®b o% HORIZONLY._- Z I ! OVERHEAD DOOR PER 5PEG5, r_ EVERY OTHER COURSE .l. ,. w/AUTOMATIG OPENER co Q N / —J '1: 8 z V: PROVIDE 4" THK. GONG. SLAB = z J WALL w/OUNDATIO FINISH % / � �� '\ jo PROVIDE 4 THK. GONG. SL, B _/ /1 / REINFORCED w/6x6, 2.9x2.Q MM = W' a o ,G \/" / ;; WASTE LINE TO SANIT RY W. N = A REINFORCED w/bxb, 2.q 2.Q WWM\\�\�/\ \ \ / WOOD FRAME REMOVABLE 2" THK. RIGID IN5ULATI01,�'lJ /\ :•. ; HATCH FOR SERVICE OF COBBLESTONE PAYING ON GONG. Q F•- �/ SEWAGE PUMP UNIT VERGE TO GRADE ( ,• •,;;;t TOP SLAB % \\ \\\ \\\ \\ \\ \ '• tq co) ^• /. !' .5 SS.S 'yM .i.r•t 't' I....e•; • ••1• .. .•; ——————— ————— _ 1 1n : 8" THK. GONG. FOUNDATION WALL SEWAGE EJECTOR PUMP UNIT IN // \// '?•:. �w/�2)#4 REBAR AT TOP, ON 10"xlb" - ' ,: RETS PIT j EE 5f'EGS j - // \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ ��::y \\\ \\\ \\\GONG. FOOTING w/(2)#4 REBAR \ \\ \\ \\ \ "y''' X/1 \\ \/\/\/\ \/\ ': ..:•• :•. \/\/\/\/\/\/\/\/ /\�\/\/\/\/\/\/\. ." •t:\/\/\/\ /\ /\ / \ /\ /\ //\/\ — .:j'.:ti.r.• •':• •:': /\/ \ UEL \ \\ �•i Vic•.e. \\ \ \\ \\ \\ \\ t CJP' / // // / // // // // � o � � �` � /\/ / ..>',i.• \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �,., \ \ \ENLFOUNDATION/RETAININARGED FOOTING AT \ \/ /\/\ \ \/\/\/\/\ G WALL. SEE DETAIL• / \\,�y//\\,N/Z\ X\\/N�//,\\,�//xyX, \/\\i\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/� \\/\\/\\/\\/ /\\/ l \ \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ \ \//\//%//%//%//%//%//%//% //%//%//%//%//%//%//%//\//\//\//\//\//\/ /\//\//\//\//\//\ \// \//\//%/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ PROJECT NO.: 1906 \/\ /\/ / \/\, /i� /i� /ice /ice /i� /ice /ice /i� /i� /i� /i� /i /i /i /i\//\//\//\//\/ lqt5l/ u u Nm / lu %-/j >\\/\\/\\/\ now %!v am= nee ne u NJ \\/ DRAWN BY: \/ //\/\//\//\//\//� \//\//\//\//\/�\/ /\/ BU mL D m�" �u v TCS SCALE: 318" = 1' -0" / / / \\/\\/\\/\\/\\/\\/ %\\/\\/\\/\\/\\/�� SCALE: 3/8" = 1' -0" �� / �� \/\\/\\/\\/\\/\\/\\/ CHECKED BY: \//\//\//\// \//\/ \/ \/ \/ \/ \//\//\/\//\//\//\//\//\//\//\//\//\//\//\//\//� /\//\//\//\//\//� /\/� \/ \/ \/ \/ \ \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\/ \/ \ \ \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ \\/\\/\\/\\/\\/\\/\ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ DATE: 10/29/19 BU L X /\//\//\//\//\//\//\//\//\//� �\//\//\//\//\/��\//\ \//\//\//\//\//\//\//\//\//\//\//\//\/ \ \/\\/ / /\\/\\/\\/\\/\\/\\/\\/\\/\\ \\/\\/\\/\\/\\/\\/ \\/\\/\\/\\/\\/\\� \\/\\/\\/\\/\\/\�\\/\ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ SCALE: 318" = 1'-0.. //\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//� /\//\//\//\//\//\\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\/�\//\//\//\//\//\//\i \\/\\/ / /\ SHEET TITLE: \//\//\//\//\//\//\//\// \//\//\//\//\/ / /\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//��/ //\//\//\�/\//\% /x BUILDING SECTIONS SHEET NO: F E B 2 5 2020 BID PERMIT SET