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HomeMy WebLinkAbout43480-Z >o1pS0EF�l,f�D�y� Town of Southold 7/3/2019 o - P.O.Box 1179 53095 Main Rd �apzv Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40479 Date: 7/3/2019 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 60 Great Peconic Bay Blvd, Laurel SCTM#: 473889 Sec/Block/Lot: 145.-2-1.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/14/2019 pursuant to which Building Permit No. 43480 dated 2/15/2019 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: PARTIALLY FINISHED BASEMENT FOR EXERCISE ROOM TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Heshn,John of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43480 06-27-2019 PLUMBERS CERTIFICATION DATED (A)'U'tto e Signature �gUFEo� oTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43480 , Date: 2/15/2019 Permission is hereby granted to: Heslin, John 29 Tiffany PI Apt PH 6 Brooklyn, NY 11231 To: construct addition and alterations to existing single-family dwelling as applied for per ZBA de minimus letter. i At premises located at: 60 Great Peconic Bay Blvd, Laurel SCTM # 473889 Sec/Block/Lot# 145.-2-1.2 Pursuant to application dated 1/14/2019 and approved by the Building Inspector. To expire on 8/16/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $239.60 CO -ADDITION TO DWELLING $50.00 Total: $289.60 Building Inspector I 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 from 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. Commercial 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 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming 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. New Construction: X Old or Pre-existing Building: (check one) Location of Property: 60 PECONIC BAY BOULEVARD , LAUREL House No. Street Hamlet Owner or Owners of Property: HESLIN, JOHN D. Suffolk County Tax Map No 1000, Section 145 Block 2 Lot 1.2 Subdivision DESCRIBED Filed Map. Lot: Permit No. qI � Date of Permit. Applicant:ROWAN PERMIT EXEDITING SERVICES Health Dept.Approval: N/A Underwriters Approval: Planning Board Approval: N/A Request for: Temporary Certificate N/A Final Certificate: X (check one) Fee Submitted: $ Applican ignat e SOU��® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 ,c® ® �® roger.richerta-town.southold.ny.us �yc®U0,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To- John Heslin Address: 60 Great Peconic Bay Blvd City: Laurel St: New York Zip: 11948 Budding Permit#- - 43480 Section: 145 Block: 2 Lot: 1.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Neal Coleman Electric License No: 4928-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat elec Duplec Recpt 1 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 3 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 2 Twist Lock Exit Fixtures TVSS Other Equipment work out room Notes: 1-electric space heater Inspector Signature: ZDate: June 27 2019 81-Cert Electrical Compliance Form.xls Qf SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. IOD765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ INSULATION [ FRA /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �lpv/ DATE Y INSPECTOR souryo� * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: cAll" L91V /,o DATE Z INSPECTOR �o��OF SOUTyO� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST ROUGH PL13G. � [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 0) Z INSPECTORgf SOUIyo h� # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] J14SULATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �n ov/ C — I ddkclol DATE C INSPECTOR .J ho�aOF SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [,Ar ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: rl lu DATE 2 7 �� INSPECTOR FIELD INSPECTION REPORT DATE CONIIVIENTS b FOUNDATION (1ST) Ulf -------------------------------------- 'FOUNDATION (2ND) X - O (b, cn ROUGH FRAMING& PLUMBING y INSULATION PER N.Y: y STATE ENERGY CODE jo V" ✓ FINAL ADDITIONAL COMMENTS a + a �c uc 0- °0 d f' a TO-.QIN OF§,OUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILT I101G 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 Flood Permit Examined 1� ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Approved � 20 Contact:Mail to: y( em Disapproved a/c Phone: s— Expiration 20 BuiIdin Insp ctor _ -� AP ATION FOR BUILDING PERMIT JAN 1 4 2019 Date l , 20-"— INSTRUCTIONS a.This atoll` & etely 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,buildingcode sing-cnde,-and regal io s,and to admit authorized inspectors on premises and in building for necessary inspections. ionater�- apprlicant or name,if a corporation) ROr AN-PERMIT EXPEDITING SERVICES-EILEEN ROWAN 80 WEDGEWOOD DRIVE, CORAM NEW YORK 11727 (Mailing address of applicant) State whether applicant is owner, lessee,agent, architect, engineer, general contractor, electrician,plumber or builder AGENT Name of owner of premises JOHN D. HESLIN (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of co orate o er) Builders License No. � � l Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 60 PECONIC BAY BOULEVARD LAUREL House Number Street Hamlet County Tax Map No. 1000 Section 145 Block 2 Lot 1.2 ` Subdivistqn DESCRIBED PROPERTY Filed Map No. Lot f ' 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SINGLE FAMILY DWELLING b. Intended use and occupancy ADDITION TO SFD FOR EXERCISE ROOM. 3. Nature of work(check which applicable):New Building Addition X Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 06) Fee I (To be paid on filing this application) 5. If dwelling,number of dwelling units N/A Number of dwelling units on each floor N/A If garage, number of cars N/A 6. If business, commercial or mixed occupancy,specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front 27.6' Rear 27.6' Depth 60.2' Height 22.5' Number of Stories 1 Dimensions of same structure with alterations or additions: Front 27.6 Rear 27.6 Depth 60.2 Height 22.5 Number of Stories 1 8. Dimensions of entire new construction:Front 9' Rear 9' Depth 10'11" Height Number of Stories 1 9. Size of lot:Front 52.58 Rear 53.60 Depth 451.86 AND 449.38 10.Date of Purchase 2012 Name of Former Owner JOHN C. DILLER 11. Zone or use district in which premises are situated R-40 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO X 14.Names of Owner of premises JOHN D. HESLIN Address 29 TIFFANY PLACE PH6 phone No. 917 534-4315 Name of Architect RESOLUTION:4 ARCHITECTURE Address 150 W.28TH ST, NY,NY Phone No 212 675-9266 Name of Contractor TERESI CONSTRUCTION Address PO BOX 2488, Phone No. 631774-4731 SOUTHAMPTON NY 11969 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO ADDITION IS IN EXCESS OF * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. o WETLANDS. b. Is this property within 300 feet of a tidal wetland? * YES X NO ADDITION IS ABOVE 10'CONTOUR * 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: COUNTY OF SUFFOLK ) EILEEN ROWAN being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the AGENT (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. SwomA before me this— IRENE A MCKEO day of �/I N�PUBLIC STATE WF-ORj 1._. SUFFOLK CO TY — Notary Public LIC.#01 M 6353 74 Sig tature of Applicant COMM.EXP. / /7 IgI 1V BOARD MEMBERS o f SOUS Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road• P.O.Box 1179 !p Southold,NY 11971-0959 Patricia Acamporat Office Location: Eric Dantes ac Town Annex/First Floor. Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento `+oU Southold,NY 11971 http://southoldtowmy.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631) 765-9064 February 12, 2019 D Eileen Rowan FEB , 1 4 2019 Permit Expediting ServicesD � � 80 Wedgewood Drive To"OF so-GTR' Coram,NY 11727 RE: Request for De Minimus Determination Appeal No. 5884,Diller/Heslin 60 Peconic Bay Boulevard,Laurel SCTM No. 1000-145-2-1.2 Dear Ms. Rowan; I am in,receipt of your correspondence, dated February 5, 2019, requesting a de minimus determination in the above referenced Zoning Board of Appeals decision. In your letter, you request a de minimus approval to construct an 80 sq. ft. exercise room under the existing single family dwelling which has been built on piles. In order to construct the room, walls will be erected consisting of an outer wall that will be setback 13.3 feet from the easterly property line. Although being non-conforming, the new construction will maintain the existing footprint of,the dwelling that was approved in the 2006 ZBA decision. Based upon the information provided on site plan prepared by Robert L. Luntz, R.A., dated November 14, 2018 (pages A100 and A001), I have determined your request is de minimus in nature because the proposed 80 sq. ft. room will maintain the variance relief granted in the 2006 decision(#5884), and will ` not increase the degree of non-conformity. Please be advised that all conditions set forth in Appeal No. 5884 will still apply. 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. Sinc , eslie Ran/s Weis Chairperson cc: Michael Verity, Chief Building Inspector ROWAN Permit Expediting Services February 5, 2019 Town of Southold Board of Zoning Appeals PO Box 1179 Southold,New York 11971 Attention: Chairperson Leslie Kanes Weisman Re: 60 Peconic Bay Boulevard, Laurel NY SCTM#:1000-145-2-001.002 Dear Chairperson Weisman: Please be advised that the owner of the above stated property has submitted an application to the Town of Southold Building Department for a proposed exercise room to be located under the existing single family dwelling. The Building Department has denied the application as the exercise room does not conform to the required side yard setback of 15'. It is approximately 13' away from the property line. The Board of Zoning Appeals, at a meeting held on November 9,2006, approved side yard setbacks of 12' and 13' on the east side of the property for a single family dwelling. I have enclosed a copy of the approval. The proposed exercise room is 13' from the side yard and is proposed within the established footprint of the dwelling. In addition to the BZA approval, I have enclosed a copy of the plans for the proposed exercise room and survey. The property owner respectfully requests that the Board consider this matter and make a determination as to the possible issuance of a de minimus letter. Thank you for your time and consideration. Ve y your '7een o /er Cc:J. Heslin 80 Wedgewood Drive,Coram,NY 11727 rowanexpediting@gmail.com 631-603-8688 APPEALS BOARD MEMBERS ` ��� $Q ' .__. ' Mailing Address: Ruth D. Oliva,Chairwoman � Urh'Olo Southold Town Hall Gerard P. Goehringer 53095 Main Road•P.O.Box 1179 James Dinizio,Jr. Southold,NY 11971-0959 N Michael A. Simon , Office Location: „ate Town Annex/First Floor,North Fork Bank Leslie Kanes Weisman �CQU ,� 54375 Main Road(at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net RECEIVED ZONING BOARD OF APPEALSt TOWN OF SOUTHOLD � ,;Q Q 0+4 Tel.(631)765-1809•Fax(631)765-9664 NOV z 1QV4 FINDINGS, DELIBERATIONS AND DETERMINATION Southold Town 0lerN MEETING OF NOVEMBER 9, 2006 ZB File No. 5884–John Diller Property Location: 60 Great Peconic Bay Boulevard, Laurel CTM 145-2-1.2 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under r consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further SEQRA steps. PROPERTY FACTS/DESCRIPTION: The applicant's non-conforming 21,275 sq. ft. property is located in an R-40 Low-Density Residential Zone District with 52.58 ft. along Peconic Bay Boulevard, 412.82 feet along the easterly side line, and 56.53 feet along the lower wood bulkhead at the high water line of Great Peconic Bay, shown on survey dated November 2, 2005 revised August 7, 2006 by Joseph A. Ingegno, Land Surveyor. (The neighbor's 10.2' by 18.3 accessory shed which is shown on the applicant's survey overlaps the easterly property line. The applicant confirmed by attorney letter dated May 31, 2006 that the shed will be relocated to a conforming location on the neighbor's property, removing the additional concern of nonconformity created by the shed.) BASIS OF APPLICATION: Zoning Code Sections 100-239.48 (280-116) and 100-244 (280-124), based on the applicant's request for a building permit and the Building Inspector's February 8, 2006 Notice of Disapproval stating that the proposed new dwelling construction is not permitted when a single side yard is less than 15 feet, total side yards are less than 35 feet, and a setback is less than 75 feet to the bulkhead. — FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on September 28, 2006 and October 26, 2006, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: A new 1536 square foot dwelling is proposed with nonconforming tbacks measured +/-30 feet at its closest point to the bulkhead and measured at 44 feet from he b�Ikhead along the hi a mark of Peconic Bay. Also requested are reduced setbacks 12 feet n the east side a d 10 fee on the west side, at its closest points, instead of the code req fired 15 d 20 ft. minimu side yar setbacks, and less than the total side yards of 35 feet. - Page 7—November 9,'2006 ZB Fife No. 5884—John Diller CTM No, 145-2-1.2 AMENDED RELIEF: During the September 28, 2006 hearing, the applicant was asked whether or not he would accept alternative relief that would provide some variance relief different than the plan proposed, in that the house could be moved to meet the minimum setback from the bulkhead. By letter dated September 29, 2006, the applicant's attorney, William Goggins, stated that the owner consents to the same and furnished an Affidavit dated September 29, 2006 which also confirms the owner's intention to provide a continued easement for electric if the existing utility pole and lines are removed or modified during the construction. After receiving testimony from nearby landowner(s) in writing, and testimony received during the October 26, 2006 public hearing, the applicant through his attorney submitted his Affidavit dated October 22, 2006 outlining knowledge of the area and history of the properties, other agency permits, erosion, wooden retaining wall, bulkhead, and similar environmental safeguards, and giving reasons why the application should be granted as applied in the original application and if the house is required to be located 75 feet from the bulkhead and 115 feet from the normal high water mark, further asking that the side yard relief be granted without a condition of reducing the height of the house from 29 feet to'the top of the ridge to 26 feet. TOWN CODE CHAPTER 268 - LWRP DETERMINATION: The applicant is requesting anew dwelling set back less than the code-required 75 feet minimum from the bulkhead and 100 feet from the water pursuant to Chapter 268. A Determination of Inconsistency was issued under Chapter 268 (95)-Waterfront Consistency Review of the Town of Southold Code and Local Waterfront Revitalization Program (LWRP) standards. Grant of alternative relief in this variance application modifies the setback, substantially to meet the minimum requirement of 75 feet to the bulkhead,at its closest point under Chapter 280 {100)Zoning Code. Since there is sufficient land area available to increase the setback from the waterfront, it is reasonable to eliminate the extreme non-conformity proposed for a dwelling and require the greatest reasonable degree of conformity with the Zoning regulation under Section 280-116 (100-239.4B), as well as the LWRP, which mandates the highest standards of coastal erosion/wetland/water bodies protection approved by New York State and Southold Town. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties because the lot is narrow at only 52 feet in width, and the code requires a total side yard area 35 feet, or 15 feet on one side yard and 20 feet on the other side yard. A house only 17 feet wide would not be possible for the applicant. The alternative granted allows a house 30 feet at its widest point, and the remaining land is available to maintain at 1536 square feet (or more)for the applicant's home. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Although the property is 21,275 square feet in total size, and the depth of the property is over 400 feet long, the property is very narrow at only 52 feet. 3. The variances granted are substantial. Page 3-November 9,2006 (rte) ZB File No. 5884-John Diller CTM No. 145-2-1.2 4. The difficulty has been self-created and is related to the desire to build a home that is larger than the minimum code required 850 square feet for a single-family dwelling. 5. Testimony and information has been submitted to suggest that additional variances to place a dwelling close to Great Peconic Bay will have an adverse impact on the physical or environmental conditions in this residential community. 6. Grant of alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new dwelling, 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 Dinizio, seconded by Chairwoman/Member Oliva, and duly carried, to DENY the variance as applied for, and to GRANT alternative relief providing to locate a new dwelling with reduced side yard setbacks at 10 feet on the west side and 12 and 13 feet on the easterly side (northeast and southeast corners of the home respectively as shown on the revised August 7, 2006 site survey, subject to the following conditions: 1. The appensho ' n for a two-story home is permitted with reduced side yards as requesten on the survey last-revis ug 7, 2006, prepared by Joseph A. Ingegnon the west side a fit feet and 13 fee respectively on the east side. 2. The buildithin the reduce ide-yard"areas shall not exceed 26 feet measured from ground to the top of the ridge, or gable end of the building. 3. The third story area for a deck is not permitted as proposed. 4. The new home shall be no closer than 75 feet from the primary bulkhead located along the Flood Zone AE (and at least 100 feet from the high water bulkhead shown.along Great Peconic Bay). 5. That proper storm water drains be properly installed to catch water runoff from the property from the multiple roof design of the home and be positioned at all ground levelr points on the property, Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, 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. The Board reserves the right to substitute a similar design that is de minimis in nature for an Page$—November 9,2006 ZB File No. 5884—John Diller - CTM No. 145-2-1.2 J alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Oliv Chairwoman), Goehringer, Dinizio, Simon and Weisman. This Resolution was duly adopted (5-0 . Ruth D. Oliva 11//T/06 Approved for Filing 4- _ r, Scott A. Russell ,� OSUFFQ/r STOR IMMMA\' IE]K SUPERVISORI��1[A\lam A\G JEI��1[]E( N T � z SOUTHOLD TOWN HALL-P.O.Box 1179 1 53095 Main Road-SOUTHOLD,NEW YORK 11971 'Zj' Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT INVOLVE ANY of THE FOLLOWING: Yes No \ (CHECK ALL THAT APPLY) A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[�-B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[0-C, Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. 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. ❑ 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 witlTyour Building Permit Application. APPLICANT (Property Owner,Design esstonal Agent,Contractor,Other) S.C.T.M 1000 Date NAME 1 4 Y P, Section Block Lot s' / / ©, ****FOR BUILDING DEPARTMENT USE ONLY**** Contact Information Z (T,kphmr N-b,rl Reviewed By: — — — — — — — — — — — — — — — — Date: Property Address /Locatlo fConstr tinWok: — — — — — — — — — — — — — — — — — r Approved for processing Building Permit. (/ Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM " SMCP-TOS 9AY 2014 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD 1 I s Town Hall Annex-54375 Main Road -PO Box 1179 1 Southold, New York 11971-0959 Telephone(631)765-1802-FAX(631) 765-9502 roger.richertcMtown.southuld.ny.us i �1 APPLICATION FOR ELECTRICAL-INSPECTION REQUESTED'BY: Cara Coleman Date: 5/17/19 Company Name: Neal CglemanjElegIric Inc Name: Neal Coleman License No.: 4928-ME email- Cara@NealColemanElectric.com Address: 203 Wadin River Manor Rd Manorville NY 11949 PhondWo. . 631-369-7239 JOB SITE,IN'FORMATION: (Ail Information Required) Name: John Helsin Address: 60 Great Peconic Bay Blvd, Laurel NY.11948 Cross Street: Laurel Lane Phone'Wi: Bldg.Permit=#: 43480- email: Tax Map Distric#:_._ ,, 1.000_ Section:. 5 Block: c�- Lot: BRIEF'-DESCRIPTION='OF WORK(Please Print Clearly) Renovation of room to work-out less than 500 sq ft, Circle AII'That IAWly: -is gob ready torr inspection?: NO Rough lij Final Do you need a TempCertificate?: YES Issued On mp lnfotmatlon: (Ali information required) raN�ew ivloe-Size 1 Ph 3 Ph Size: A #Meters Old Meter# Service-'dire ReconLiect-Flood,Reconnect-Service Reconnected-Underground-Overhead Un'der�rflund;Laterals._.1- 2 _H Frame Pole ' Work done on Service? Y N AdditioriaC Information: PAYMENT'DUE WITH APPLICATION '824tegmt fcr Inepwft ft0jd& �n ,C AGENT LETTER Premises located at:60 Peconic Bay Boulevard,Laurel NY SCTM#: 1000-145-2-1.2 Application#: I,JOHN D_HESLIN,being the property owner in the above named matter, I designate Eileen Rowan of Rowan Permit Expediting Services to represent and act on my behalf as my agent,and to file the necessary documents to n all permit and/or approvals. tare Sworn to before me This 1-? day, / 2018 MOSES GANTZ Notary notary Publt; of New York No.01G '20 miQualified EEMIrss NlWh 16 2019 Q�V /,eQ' ARGuIrFCruQAl DRAWING SEf 51 A001 )VER&SITE PLAN °•' _ �, Aldi )NSTRUCTION PLAN; ��yti • ..'.NDOW SCHEDULE& \ TYPICAL WALL SECTION MISC.DETAILS , WATER 00014P 00014P METER\ \ \ Qs- \ • G� • ca e a • d'�9 1 \ m� \ \ e ui `MW' 18 � V♦ \ I \ • , WWW ® w-. ® Lu > I I- \ _ LUa \ FRAME SHED ON LL �Irda. � ✓ e CONC.PAD \ 18 EXIST.EXPANSION POOL / EXIST.LEACHING POOLS 17= _.S 3 EXIST.SEPTIC TANK • 2�•58 ' a\SS. \ \ e _ o 16���\ EXISTING 1-STORY HOUSE ,ry ` EXIST.WOOD DECK A-1 15/ PROPOSED GYM . i ADDITION BELOW EXIST.WOOD DECK&STAIRS / / j%% - _ p 0 sp EXIST.DRYWELL 12 S� 14ol � I \ ORX _ ��• \� �pAE 1 EXIST.UTILITY V- POLE \ • I ' 1 .NO• \ 1 / 1 � 13--� O� kQ� .:Y ' p� \ AZ : G 12' \ 5 P 11/14/18 BUILD SPA P� aG N G �A9 T�C 01 SITE PLAN 11-011 HESLIN GYM 60 PEC 16111 `f 1X2 CEDAR TRIM W/MIItRtU CORNERSI/2'SHIN+WMA:TILLED W/ V HORIZONTAL 1X4 T&G GRADE A CLEAR,TYP. 4 0 AROUND SLIDING GLASS DOOR,TYP. LOW-IXPgNpING POLYURETHANE WINDOW&DOOR FOAM,TYP. 2X2 CEDAR TRIM W/MITERED CORNERS EXTERIOR FAPPLY SEALANT BEHIND NAIL FIN @ SIDES&TOP; EXTERIOR AROUND WINDOW UNIT,TYP. ° ZIP TAPE OVER NAIL FIN TO EXT.SHEATHING PER MANF.INSTALLATION INSTRUCTIONS APPLY SEALANT BEHIND NAIL FIN @SIDES&TOP; DW 'A' JAMB DETAIL ZIP TAPE OVER NAIL FIN ST EXT SHEATHING PER 07 WINDOW 'B' JAMB DETAIL MANF.INSTALLATION INSTRUCTIONS O8 TYP. WALL SES EXIST CONC.SLAB EXIST.HOUSE ABOVE; EXIST.STAIR NO WORK -------------- ---- ----------------- ------------------- -------/------ ----- ----------------------------------- ----�--- -------- - --�-- 1 1 EXIST.OUTDOOR ; ® EXIST. EXIST.STORAGE ' I I SHOWER BATHROOM CLOSET ' ' i I I I 1 ----- -/ ' I� —-— - --------- --------------— -- II I I II U 1 I I h I I 11 U 1 I I 1 I 1 I II 1 I I EXIST CONC.STEPS,TYP.— It YP.II 1 I II U 1 I I 6 1 t 11 U 1 1 I 1: i It I 1 I I I II I I I I; i 3'-0 MIN. 9*-W V.I.F. I I I I II 1 I I I li i NEW WATERPROOF GFCI RECEPTACLE ; ;I W/FLIP-LID COVER I 1 I I I It I @ 24"A.FS. ' 'I U I t I WPGFCI I _ _ 10 SIM I I --------------------------- --- ----- ------------------ - ---------------- -----------------------------ji r-- -- --- --- ----- ----- -- - -- -- - --i .._--mvmva—a—v—_._._av=—m,.affi�; � -------------- - ------------ ������a° � ------------- -� ---------------- li li i 1 EXIST RECEPTACLE l I ; ; D/�;�rD I� f TO REMAIN ; ; ; I A II / GYM ADDITION U i i I EXIST. Wp L` STORAGE/MECH. I ; ( 1 } li i A V-4"X 9'-T'(V.I.F.) C9 1 1 II I o 80 SF(INTERIOR) EXIST.LIGHT FIXTURE I I I 1 REWIRED TO NEW EXIST.WOOD BENCH III I1 SWRCH AS SHOWN I 1 I �.—IXISL STEEL BEAM ABOVE,TYP. I, 1I 1'-12" i i I I I 1 1 1 ( ) NEW STORAGE—►I 1/ I I I I I I i NO NEW STRUCTURAL WORK PLATFORM ABOVE PER DETAIL 09/A100 EXIST.STEEL COLUMN,TYP. L---------------J 1 I ' ' (NO NEW STRUCTURAL WORK) I I I I I I ---- ---- ---v-_ - ---- --- -- ----= ------- -- - SURVEY OF ]PROPERTY SI T UA TED A T LAUREL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 145-02- 1 .2 SCALE 1 "=40' NOVEMBER��,��� JANUARYO5O ADDED PROPOSED HOUSE SFS' �X\ x 04 QP AUGUST 7, 2006 REVISED PROPOSED HOUSE ) 1111° MAY 26, 2011 STAKE SOUTHERLY PORTION OF WEST PROPERTY LINE �G elf ^ �°�o� NOVEMBER 1, 2012 REVISED PROPOSED HOUSE J"� 1� y a +' F�oa° "� DECEMBER 7, 2012 REVISED NOTES & PROP HOUSE LOCATION 00 ZEA e° DECEMBER 26, 2012 SHOW PORTION OF DRIVEWAY REMOVED 5hFo5� ���� AUGUST 12, 2013 REVISED PROPOSED HOUSE q N SEPTEMBER 10, 2014 ASBUILT SURVEY CD (7�.' o c J DECEMBER 16, 2014 LOCATE HIGH WATER MARK \ \` FEBRUARY 17, 2015 FINAL SURVEY AREA = 22,932 sq. ft. �17300� �f� 1\\ ,\, x 0.488 ac. (TO HIGH WATER) P. NOTES a \ f*1 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM � \ EXISTING ELEVATIONS ARE SHOWN THUS:5.o oJaG °� hyg6�g \ y� EXISTING CONTOUR LINES ARE SHOWN THUS: -———-5-———- FGOt� g'b' \\ ` FFL - FIRST FLOOR CO. \ \ G FL - GARAGE FLOOR ��4 , 4 .4 TB - TOP OF BULKHEAD BB - BOTTOM OF BULKHEAD TW - TOP OF WALL O \ \ BW - BOTTOM OF WALL O; \\ \\ 2. FLOOD ZONE INFORMATION TAKEN FROM: \ FLOOD INSURANCE RATE MAP No. 36103C0483 H ZONE VE COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION), Z \ \ BASE FLOOD ELEVATIONS DETERMINED \\£ \\ ZONE X. AREAS DETERMINED TO BE OUTSIDE THE 0 2%ANNUAL CHANCE FLOODPLAIN 3 ADDITIONAL STRUCTURES AND FEATURES IF ANY ARE NOT \ x1 .4 SHOWN DUE TO SNOW AND ICE COVER AT DATE OF \ FINAL SURVEY (FEBRUARY 17, 2015). 1 17.5 II\ \\7.5 SEPTIC SYSTEM TIE DISTANCES x , , .� \ / COVER HOUSE CORNER"A" HOUSE CORNER"B" a 1 1 SEPTIC TANK OUTLET COVER 17 22 17 I qi \ CESSPOOL { 1 I COVER 1 28.5' 38' CESSPOOL 1 I 59 FRAME SH EDCOVER 2 41' 42' vA I II U1lb ON CONC I 11 \ O x1Z$ / I 1 O N m£II f ° 1 1 N 1 \ j \ O 1 O P�\\G / �.o x3 SPNK 7 o 111 170 `\ jos / ,a \ Un - N O a �z^ao � a ry\-- Gr U3 r- t c C �n O \ - \ \ G7 1Z fOn�y\p \\ \ G O 1/3' \\\ NoO\\ b $� \ 2� \\O / n OEGK 1J.5 \ R a ti Zoo 1 N S`_ N\,o s £�Z / \\\V\� I 13.5 'L-'-79 \N \ / \ FR \ ES OVER \ 6 12. i N� \� Shu'\ R.IjO°O OEC \ I \\ (,9e61. \ N 122 \ \ A.0 OO OE°K (D / 124x 4, yy O N� UI 5099/ O� � �0 31 O PREPARED IN ACCORDANCE WITH E ,INIMUM STANDBYTHARDSFOR TITLE D SU O E¢¢����++gg TEDp FOR SUCH USE BY E N 'OAIk�3 TITLE ASSOCIATIO ,r1 C1. A S S c0467 UNAUTHORIZED ALTERATION OR ADDITION \��\' TO THIS SURVEY IS A VIOLATION OF J' Nathan Taf� � e 'n III SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR' EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To StanleyJ Isaksen, Jr L S. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE Joseph A Ingegno L S TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON,AND Y Y TO THE ASSIGNEES L THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION CERTIFICATIONS ARE NOT TRANSFERABLE OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P 0 Box i6 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED Jamesport, New York 11947 Jamesport, New York 11947 ABBREVIATIONS A/C AIR CONDITIONING A.D.J. ADJACENT A.F.F. ABOVE FINISH FLOOR A.F.S. ABOVE FINISH SLAB A.S.S. ABOVE STRUCTURAL SLAB ALUM. ALUMINUM ARCOH.D. ARCOHI ECT,ARCHITECTURAL RESOLUTION : 4 ARCHITECTURE < ANGLE & AND PCO BD. BOARD J BLDG. BUILDING BLK. BLACK y�O��. 5`yb�$°, � •/ ARCHITECTURAL DRAWING SET SHEET INDEX 1-100, &SITE PLAN BOT. BOTTOM �G A100 CONSTRUCTION PLAN; B.O. BY OTHERS gP �a`' yti. ; A001 WOVER DOW SCHEDULE&WINDOW DETAILS; BR. BRIGHT (rG� , CAB. CABINET,CABINETRY TYPICAL WALL SECTION; CAT. CATALOG Q� ���� ' WATER MISC.DETAILS CEM. CEMENT QP�p 0� METER CEM.WP. CEMINTITIOUS WATERPROOFING CFM. CUBIC FT.PER MINUTE �pG CHR. CHROME CL CENTER LINE 11-00,CLR CLEAR � , CLG. CEILING •/ C.O. CLEAR OPENING COL. COLUMN CONC. CONCRETE CONSTR. CONSTRUCTION CONT. CONTINUOUS ` O� CORR. CORRIDOR C.P. CENTER POINT C.S. COUNTERSUNK ` • o� • C.T. CERAMIC TILE D. DEPTH OR DEEP DEPT. DEPARTMENT DIA. DIAMETER \ DN. DOWN r DMPR. DAMPER ; 0 DR. DOOR 2 DET. DETAIL DWG. DRAWING ` ` i18 EA. EACH E.C. EMPTY CONDUIT ; \ ELEC. ELECTRICAL 0 ELEV. ELEVATION ENCL. ENCLOSURE EQ. EQUAL CONC.PAD EQUIP. EQUIPMENT , (FRAME SHED ON EXIST. EXISTING ENG.,ENGR ENGINEER ` \ 18 F.D. FIELD DIMENSION • F.F. FINISH FLOOR — F.H. FLATHEAD FIN. FINISH FIXT. FIXTURE FL FLOOR FLUOR, FLUORESCENT F.S. FINISH SLAB I EXIST.EXPANSION POOL FT. FEET,FOOT G.A. GAUGE GALV. GALVANIZED EXIST.LEACHING POOLS G.C. GENERAL CONTRACTOR ` GD. GROUND G.F.I. GROUND FAULT INTERRUPTED 17— ' � _ _ _ —C3.3 EXIST.SEPTIC TANK GL GLASS GWB GYPSUM WALL BOARDyba H.CLG, HUNG CEILING ,,off EX�St. i HDWD, HARD WOOD HDWR. HARDWARE HM. HOLLOW METAL H.O.A. HEIGHT OVER ALL 16- 0: G� HHO ORIZ. HORIZONTAL HT. HEIGHT UR EXISTING 1-STORY HOUSE HVAC HEATING VENTING &A/C ` o INCL INCLUDED, INCLUDING INSUL. INSULATION EXIST.WOOD DECK G JT. JOINT 15/ KIT. KITCHEN L PROPOSED GYM ADDITION BELOW !• ,o� LACQ. LACQUER LENGTH LAM. LAMINTED EXIST.WOOD DECK&STAIRS LAV. LAVATORY i LIN. LINEAR L.O.A. LENGTH OVER ALL i ` = , OOF 0 ?:S\0b= MANL. MANUAL EXIST.DRYWELL MANF. MANUFACTURER 14P MAX. MAXIMUM de / /35 9 8 12 5� MECH. MECHANICAL 0% MTL. METAL �S MIN. MINUMUM ` MR MISC. MISCELLANEOUS S�ONOvSE N.C. NO CHARGE � R NEG. NEGATIVE I ,RES ! ' ROOFpO�G N.LC. NOT IN CONTRACT NO.,# NUMBER OVRRNEPD�..� I ` XOO OSM NOMINAL NTSM. SCALE pRX Z O.A. OVERALL O.C. ON CENTER NOSE ` POLE 0.D. OUTSIDE DIAMETER FRP EXIST.UTILITY OVERALL DIAMETER OPP. OPPOSITE OPNG. OPENING �S�Eps PART. PARTITION PL PLATE PLAS. PLASTER PLAS. LAM, PLASTIC LAMINATE DECK • 11 yaP� PLYWOOD X000 POL, POLISHED PRELIM. PRELIMINARY A PT. PAINT PTD, PAINTED 13 /�OOp O \ R,A. RETURN AIR 12/ RAD. RADIUS RD. ROUND REF. REFER TO % �P ♦a \ 11/14/18 BUILDING DEPARTMENT SUBMISSION REFR. REFRIGERATOR �`�� + STER RE NF. REINFORCED REQ'D REQUIRED OJ RES, RESILENTED ARc� R� RET. RETURN REV. REVEAL N \ OERT L RM. ROOM \ SSS' Qy G O� S.C. SCHEDULE CORE S SEC. SECTION \ P�� �G „ "• SIM. SIMILAR ANT SOFF. SOFFIT PROVED AS N SQ. SQUARE �, 0 SPEC. SPECIFICATIONS,SPECIFIED AP9 �2050�`^' O� S.S. STAINLESS STEELDATE: B p �OF N�f .- STR. STL. STRUCTURAL STEEL �3 = AN ST. STRAIGHT FEE: D BY: �� 1 '-0" STL. STEEL STOR. STORAGE NOTIFY BULDING DEPARTMENT AT SUSP, STRUCTURE 765-1802 8 A TO 4 P FOR THE COMPLY WITH ALL CODES OF HESLIN RESIDENCE SUSP. SUSPENDED FOLLOWING"INSPECTIONS: NEW YORK STATE & TOWN CODE GYM ADDITION T.B.D. TO BE DETERMINED TEL. TELEPHONE I. FOR POURED CONCRETE AS AS REQUIRED AND CONDITIONS OF- 60 PECONIC BAY BLVD TEMP. TEMPERED 2. ROUGH = FRAMING & PLUMBING LAUREL,NY 11948 THK. THICK,THICKNESS T.O. TOP OF T.O.A. THICKNESS OVERALLSL1N YM ADDITION 3. INSULATION T TOIL. TOILET TOP OF STEEL 4. FINAL - CONSTRUCTION MUST RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 T.O.W. TOP OF WALL BE COMPLE It FOR T.R. TOP REGISTER ALL CONSTRUCTION � '---- I Lv TEES TEL:212.675.9266 www.re4a.com FAX:212.206.0944 REQUIREMENTSE OF THE CODES OF W _ U.O.N. TYPICAL 60PECONICBAYBLVDLAUREL., 11948YORK STATE. NOT RESPONSIBLE FOR U.C. UNDER CUT U.OUNLESS OTHERWISE NOTED I VEN. VENEER DESIGN OR CONSTRUCTION ERRORS. COVER & SITE PLAN VERT. VERTICAL VEST. VESTIBULE exterior Iii''" V.I.F. VERIFY IN FIELD DATE: 11/14/18 W. WIDTH ' " � Ming W/ WITH I RETAIL STORM WATER RUNOFF -�Pa leda'h I ��ce`� W/O WITH our OVCUPAIICY OR PURSUANT TO CHAPTER 236 rzn� SCALE: AS NOTED A001 or WD.BASE WOOD BASE OF THE TOWN CODE. WD. WOOD ter s` WIND. WINDOW USE IS UNLAWFUL t� cl,�p �2 WPF. WATERPROOF Of the TOwn Co;ie COPYRIGHT © RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. WITHOUT CERTIFICATE OF OCCUPANCY ELECTRICAL INSPECTION REQUIRED O XE IST NG ��j /EXISTING CONSTRUCTION ABOVE FINISH SLAB(V.I.F.) 2X6 NON-LOAD BEARING STUD WALL @ 16"O.C. EXIST.CLG. W/R-21 FIBERGLASS BATT 1/2"ZIP SYSTEM SHEATHING,TYP. WESTERN RED CEDAR SIDING \ EXISTING T1-11 EXTERIOR PLYWD.CLG, \ INSULATION,TYP. EXISTING W8 STEEL BEAM; TO MATCH EXISTING; INTERIOR INTERIOR RELATIONSHIP- NEW WORK RESOLUTION 4 ARCHITECTURE WESTERN RED CEDAR SIDING: r S HORIZONTAL 1X4 T&G MAY VARY(VIF)-SEE PLAN FOR ;I @UNDERSIDE OF EXISTING HOUSE HORIZ.1X4 T&G GRADE A CLEAR 1/2"PLYWOOD GRADE A CLEAR,TYP. INTERIOR SHEATHING 2X6 NON-LOAD BEARING WALL LOCATIONS/ALIGNMENTS \ TO MATCH EXIST.;ALIGN W/EXIST, \ WESTERN RED CEDAR SIDING 3/4"THICK SOLID CEDAR CASING STUD WALL @ 16"O.C.W/ 3/4"THICK SOLID CEDAR CASING ANCHOR TOP PLATES INTO EXIST. R-21 FIBERGLASS BATT 1/2"PLYWD,INTERIOR FLOOR JOISTS OF HOUSE ABOVE WESTERN RED TO MATCH EXISTING: W/MITERED CORNERS;PROJECTS SHEATHING,TYP, W/MITERED CORNERS;PROJECTS APPLY ZIP SYSTEM FLASHING TAPE HORIZONTAL 1X4 T&G 3/4"PAST CEDAR SIDING ABOVE INSULATION,TYP, 3/4"PAST INTERIOR CEDAR SIDING THROUGH EXIST,T1-11 CLG. ACROSS TOP OF METAL FLASHING CEDAR SIDING: \ HORIZ.1X4 T&G GRADE A CLEAR,TYP. \ \ 1/2"ZIP SYSTEM EXTERIOR 2X6 NON-LOAD BEARING GRADE A CLEAR LINE OF CEDAR CASING ABOVE 3/4"CEDAR CASING @ SILL&HEAD ALUM.FLASHING W/DRIP EDGE; \ \ SHEATHING,TYP, STUD WALL @ 16"O.C.W/ CAULKING BELOW AS REQ'D,TYP. \ TO MATCH EXIST. \ 1/2"PLYWD.INTERIOR R-21 FIBERGLASS BATT SHEATHING,TYP, LINE OF CEDAR SIDING ABOVE INSULATION,TYP. LINE OF CEDAR SIDING ABOVE/BELOW- -WESTERN BOVE/BELOW WESTERN RED CEDAR SIDING I I/3/4"TYP. TO MATCH EXISTING; ! If - 2X2 CEDAR TRIM W/ M HORIZONTAL 1X4 T&G M MITERED CORNERS GRADE A CLEAR,TYP. ' WESTERN RED CEDAR SIDING CA THICK SOLID CEDAR \ \ WESTERN RED CEDAR SIDING: TO MATCH EXISTING: APPLIED ALUM,DRIP CAP CASING S; MITERED HORIZ.1X4 T&G GRADE A CLEAR \ FROM WESTERN WINDOWS; j CORNERS;PROJECTS 3/4" _ HORIZONTAL 1X4 T&G GRADE A CLEAR CAULK BE @ NAIL FIN; PAST CEDAR SIDING ZIP SYSTEM FLASHING TAPE \ TO MATCH EXIST.,ALIGN W/EXIST, 1/2"PLYWOOD INTERIOR SHEATHING OVER NAIL FIN&DRIP CAP TO 3/4"CEDAR CASING —� " i 1/2ZIP SYSTEM SHEATHING,TYP. WALL@ 16"O.C.W/R-21 ZIP SYSTEM EXT.SHEATHING @ JAMBS 2X6 NON-LOAD BEARING STUD � FIBERGLASS BATT INSULATION,TYP. EXTERIOR O INTERfOR � 8mm CUSTOM-CUT RUBBER ROLL GYM FLOORING p W1 GLUE ri PER MANUFACTURER INSTRUCTIONS —UNESIDING BEYONDF CEDAR 3/4N I - - - - - 3/4"T&G PLYWOOD SUBFLOOR rt 2X2 CEDAR TRIM W/BEVEL 0 / 2X6 PRESSURE-TREATED SLEEPERS 1/2"ZIP SYSTEM EXTERIOR @ 16"O.C.ON FOAMSEAL SILL ACROSS TOP EDGE TO SHED I ----- ----- EXIST,CONC,SLAB WATER;DRIP EDGE GROOVE ROUTED ACROSS BOTTOM SHEATHING,TYP. PLATE GASKETING;FILL FLOOR FRAMING CAVITIES W/RIGID A B WESTERN RED CEDAR 0-0ri FOAM INSULATION,TYP. FLEXIBLE MEMBRANE SILL 1/2"SHIM SPACE FILLED W/ O 2X2 CEDAR TRIM W/MITERED CORNERS 1/2"SHIM SPACE FILLED W/ SIDING TO MATCH EXIST.; EXIST.SLAB FLASHING SLOPED TO DRAIN; LOW-EXPANDING POLYURETHANE AROUND SLIDING GLASS DOOR,TYP. LOW-EXPANDING POLYURETHANE d WRAP UPSIDES PER MANF. WINDOW&DOOR FOAM,TYP. WINDOW&DOOR FOAM,TYP, HORIZONTAL 1X4 T&G EXTERIOR APPLY SEALANT BEHIND NAIL FIN @ SIDES&TOP; EXTERIOR GRADE A CLEAR,TYP, a a QQ { \ ZIP TAPE OVER NAIL FIN TO EXT.SHEATHING PER MANF.INSTALLATION INSTRUCTIONS 2X2 CEDAR TRIM W/MITERED CORNERS AROUND WINDOW UNIT,TYP, WINDOW 'B' HEAD/SILL DETAIL WINDOW 'A' JAMB DETAIL WINDOW 'B' JAMB DETAIL APPLY SEALANT BEHIND NAIL FIN @ SIDES&TOP; TYP. WALL SECTION �Jr 3"= 1'-0" 06 3"= 1'-0" 07 3"= 1'0" ZIP TAPE OVER NAIL FIN TO EXT.SHEATHING PER V0 1 1/2"= 1'0" MANF.INSTALLATION INSTRUCTIONS EXIST.CONC.SLAB 2X6 NON-LOAD BEARING STUD EXIST.HOUSE ABOVE; EXIST.STAIR \ WALL @ 16"O.C.W/R-21 �, FIBERGLASS BATT INSULATION,TYP. ---.- NO WORK ZIP SYSTEM SHEATHING,TYP. 1/2"PLYWOOD INTERIOR SHEATHING ----- _-_---_-----_-------------------_------------------------------ - - ----------------------------------- --------- - - ---------------------- --------_ -_ -------------------------------------------- 1/211 \ ---------- --- -- --- -- --- - ---------------- --- ------------------------------------ ----_--------_-----_-----_--_---- 7777:/"—T.�r/. ^:-rrr/j" ,;/jr. J.;,- i7.ii>� r �,-r r; -- --- WESTERN RED CEDAR SIDING: WESTERN RED CEDAR SIDING; ---------- - - - - r -- -- -r -- -r -r -r -r -r - - HORIZ.1X4 T&G GRADE A CLEAR HORIZ,1X4 T&G GRADE A CLEAR TO MATCH EXIST.;ALIGN W/EXIST, \ TO MATCH EXIST. �i EXIST.OUTDOOR i ® EXIST. j EXIST.STORAGE i I SHOWER + BATHROOM j CLOSET T�- + + APPLY ZIP SYSTEM FLASHING TAPE 11 I + I i ACROSS TOP OF METAL FLASHING -:=-=-=-=-=-=-=-=-=-=-=- 'T ------------ ---------------------------------- CAULKINGALUM.FLASHING W!DRIP EDGE; 1 _ BELOW AS REQ'D,TYP, + 11 1 + i 3/4" 2X2 CEDAR TRIM W/ I� i �� ���vvJ� MITERED CORNERS 3/4"THICK SOLID CEDAR CASING 11 I `,, p I + +f II I + + q 0 0 1 i 1 I I 1 + APPLIED ALUM.DRIP CAP W MITERED CORNERS;PROJECTS � EXIST.CONC.STEPS,TYP. I 1 1 1 / FROM WESTERN WINDOWS; 3/4"PAST CEDAR SIDING ABOVE CAULK BEHIND @ NAIL FIN; ZIP SYSTEM FLASHING TAPE I: 1 C It 1 11 It I 3/4"CEDAR CASING @JAMBS OVER NAIL FIN&DRIP CAP TO ZIP SYSTEM EXT.SHEATHING I i i Vv li i I 11 U I I I + II I I 11 II I 1 I I 1 3'-0"MIN. 9'-0"V.I.F. EXTERIOR O INTERIOR 11 I It I 1 +I 11 1 I I I II 1 1 1 1 NEW WATERPROOF I + I + l i 1 II I I II II 1 GFCI RECEPTACLE i 1 1 1 W/FLIP-LID COVER 1 11 11 1 1 ii I i 1 i 1 @ 24"A.F.S. PER MANUFACTURER INSTRUCTIONS _ GFCI —8mm CUSTOM-CUT RUBBER ROLL _--_ WP 10 SIM. 1 1 1 1 i 1 GYM FLOORING ADHERED W/GLUE 11 I ----------------- 1 - -------- ----- ----- — ---- ---- �v_v_v_v-v-v-v-.�-.�_.._v_v11 r-------------------------------� ----------- ; �i t---------------------------------�I f-- -- -- ---- � I 1 ______________________= I 1 ------------------ ----------------------------------------------- II NOTE:SILL PAN FLASHING 3/4"T&G PLYWOOD SUBFLOOR i // L/-/ // / // It i I: i r I 1 BELOW SLIDING GLASS DOOR, 11 I SLOPED TO DRAIN It I 2X2 CEDAR TRIM W/BEVEL 1 i 1 1 ACROSS TOP EDGE TO SHED WATER;DRIP EDGE GROOVE 11 I I� EXIST.RECEPTACLE ROUTED ACROSS BOTTOM I 1 li 1 TO REMAIN + I 1 I LL 11 1 h 1 / GYM ADDITION LL I I I EXIST. I 1 1 1 1 + d 2X6 PRESSURE-TREATED SLEEPERS FILL FLOOR FRAMING CAVITIES 11 1 11 1 > WP ;/ I STORAGE/MECH. I @ 16"O.C.ON FOAMSEAL SILL 1 I 1 1 Q L8 8'-4"X 9'-T'(V.I.F.) , 1 1 I I 1 1 + 1 W/RIGID FOAM INSULATION,TYP. 11 1 11 1 i 1 PLATE GASKETING 1 1 + 1 b 80 SF(INTERIOR) 11 + h 1 EXIST.LIGHT FIXTURE 1 1 I I 1 1 j 1 1 1 11 EXIST.CONC.SLAB j 11 1 11 I REWIRED TO NEW li EXIST.WOOD BENCH I: : SWITCH AS SHOWN 11 + 11 I I %'. I I I 1 + j : 1f—EXIST.STEEL BEAM ABOVE,TYP. �I 4 4 1 1 1 1 V-1 1/2" + 1 1 1 NEW STORAGE 'i Q G PLATFORM ABOVE (NO NEW STRUCTURAL WORK) ; fl d PER DETAIL 09/A100 _ !'r, : : I I + EXIST.STEEL COLUMN,TYP. 1 1I D + h 1 ; I 1 L——————————————— I I : : 1 I 4 !� 11 1 1 1 1 1 1 / (NO NEW STRUCTURAL WORK) 1 q 4 __ __ _____ _ _ ____ _____________________________________ ___ Q --- ---- ---- --- --- ----i --- -- ------------- ----- ----- ----- =�- -- -- ----- ----- ------- ----------------------- --------------------------------_ _---------------------------------------------- I � II I I ALIGN NEW CEDAR SIDING WINDOW 'A' HEAD/SILL DETAIL I I EACH SIDEOT. ARADDITION SIDING, 04, 3"=1'-0" I I EACH SIDE OF ADDITION I I 11/14/18 BUILDING DEPARTMENT SUBMISSION EXIST.STAIR 9'-6"W.I.F. GROUND LEVEL PLAN WALL LEGEND ELECTRICAL SYMBOL LEGEND GENERAL CONSTRUCTIONNOTES&FINISHESNOTES FLED A)� PROJECT LIMITS I1 1/a"= 1'-0" 5"�� �yi //i EXISTING WALLS TO REMAIN { WP EXISTING STONCO LIGHT FIXTURE TO BE 1. ALL DIMENSIONS V.I.F. C2\ pgERT L 2X6 LEDGERS(3 SIDES)ANCHORED NEW CONSTRUCTION:2X6 WOOD STUDS @ 16"O.C. `''L8 REWIRED TO NEW SWITCH PER PLAN INTO ADJACENT WALL STUDS W/ O EXTERIOR NON-LOAD BEARING PARTITIONS,U.O.N. 2. EXTERIOR DIMENSIONS ARE TO FINISHED EXTERIOR FACE OF NEW LAG BOLTS AS REQ'D WPGFCI OUTDOOR WATERPROOF GROUND CEDAR SIDING WHICH SHALL ALIGN W/EXISTING CEDAR SIDING 'w, (4)2X3 STUDS / N Q� FAULT CIRCUIT INTERRUPTER (EAST&WEST ELEVATIONS). 7� r��s \ WINDOW/DOOR NOTES II l 2X6 FRAMING @ 12"O.C. / RECEPTACLE W/FLIP LID COVER e' CEDAR SIDING 3. NEW FLOOR FRAMING SHALL BE 2X6 PRESSURE TREATED SLEEPERS � D 3/4"PLYWOOD DECK � NEW LIGHTING SWITCH @ 16"O.C.OVER EXISTING CONCRETE SLAB. PROVIDE FOAMSEAL N °0- FIXED / 1. ALL WINDOWS/DOORS SHALL BE WESTERN WINDOW R SLEEPERS ON CONCRETE SLAB. FILL '9 02050� bD 6'-0" T J SYSTEMS PERFORMANCE LINE THERMALLY BROKEN FLOOR FRAMING TCAVITIES DW/RIGID FOAM INSULATION.L J� �O A A ALUMINUM FRAME WITH EXTRUDED ALUMINUM NAIL FINS QF 4'-1 1/2" 1'-10 1/2" PER SCHEDULE. GLAZING PER SCHEDULE. 4. NEW SUBFLOOR SHALL BE 3/4"THICK T&G PLYWOOD DECKING. 2-BY SOLID � X �\ 7'-8"ABOVE FINISH SLAB CEDAR FASCIA \ ELECTRICAL NOTES j,-----_ / 2.ALL WINDOWS/DOORS SHALL BE DARK BRONZE 5. EXTERIOR NON-LOAD BEARING PARTITIONS SHALL BE 2X6 WOOD TOP OF WINDOW EXISTING HOUSE/ o 7 - / ANODIZED FINISH TO MATCH EXISTING WINDOWS. 1. ALL ELECTRICAL WORK TO BE PERFORMED BY A STUDS @ 16"O.C.WITH 1/2"ZIP SYSTEM EXTERIOR SHEATHING&1/2" FIXED 7�� WINDOW UNIT'B' - _- _ - 1; - il'II "' CONSTRUCTION LICENSED ELECTRICIAN. PLYWOOD INTERIOR SHEATHING,U.O.N. PROVIDE R-21 FIBERGLASS 6"ABOVE T,O. / / / / , 3. PROVIDE ALL OPERABLE UNITS W/STANDARD INSECT BATT INSULATION,TYP. HESLIN RESIDENCE - SCREENS W/FINISH TO MATCH FRAMES. 2. ALL ELECTRICAL CIRCUITS HOMERUN TO EXISTING BOT.OF PLATFORM MAIN ELECTRICAL PANEL. 6. NEW EXTERIOR&INTERIOR WALL FINISHES SHALL BE WESTERN RED GYM ADDITION WESTERN WINDOW SYSTEMS WESTERN WINDOW SYSTEMS 4. SLIDING GLASS DOOR TO HAVE STANDARD SILL& CEDAR SIDING TO MATCH EXISTING CEDAR SIDING,AS FOLLOWS: PERFORMANCE LINE PERFORMANCE LINE WINDOW'B'JAMB 1-BY SOLID CEDAR(GRADE F1 CLEAR) SERIES 7650 SLIDING GLASS DOOR(XO) SERIES 7630 FIXED/7660 AWNING MULL(O-T) WESTERN RED CEDAR PER 07/A100 SCRIBED TO EXISTING WALL STANDARD ROLLERS. WINDOW&DOOR HARDWARE PER 3. ALL SYMBOLS&DIAGRAMS ARE NOT TO SCALE. 60 PECONIC BAY BLVD CLADDING @ UNDERSIDE: SCHEDULE. GRADE A CLEAR 1X4 T&G GRADE A CLEAR LAUREL,NY 11948 \ „ CEDAR SIDING OVER 1-BY SOLID CEDAR(GRADE F1 CLEAR) 4. SWITCHES TYPICALLY MOUNTED AT 44"A.F.F.U.O.N. 1X4 TONGUE&GROOVE(FLUSH JOINT/CENTER MATCH) O B INSTALLED OVER 1/2"PLYWD. 1/2"ZIP SYSTEM,TYP. FLUSH W/ 1X4 HORIZ,CEDAR SIDING 5. PROVIDE ALL UNITS WITH EXTRUDED ALUMINUM DRIP INSTALLED HORIZONTALLY;ALIGN W/EXISTING T&G JOINTS CAP W/FINISH TO MATCH FRAME. 5. ALL NEW SWITCHES TO BE DECORA BY LEVITON,WHITE MITERED @ CORNERS RESOLUTION: 4 ARCHITECTURE WINDOW S STORAGE PLATFORM SECTION DECORATIVE TRANSITION DETAIL 6. EXTERIOR WINDOWS&DOORS,NAIL FINS,SILL PANS, 6. ALL NEW SWITCH COVER PLATES TO BE DECORA 7.CEDAR SIDING TO BE PREFINISHED FROM MILL W/BENJAMIN 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 03 1/4"= V-0" 09 1 1/2"= V-0" 1 1 1/2"= V-0" FLASHING&DRIP CAPS TO BE INSTALLED PER BRUSHED S.S.BY LEVITON,OR APPROVED EQUAL. MOORE ARBORCOAT SEMI-TRANSPARENT STAIN TEL:212.675.9266 www.re4c.com FAX:212.206.0944 MANUFACTURER INSTALLATION INSTRUCTIONS. ALL (NATURAL CEDAR TONE)TO MATCH EXISTING CEDAR SIDING. WINDOW DIMENSIONS ARE UNIT DIMENSIONS,NOT 7. PROVIDE APPROPRIATELY-SIZED HARDWIRED ROUGH OPENING DIMENSIONS. GARAGE-TYPE ELECTRIC SPACE HEATER W/BUILT-IN 8. EXISTING T1-11 PLYWOOD CEILINGS TO REMAIN. WINDOW SPECIFICATIONS DETAILS THERMOSTAT&WALL/CEILING MOUNTING BRACKET TA LOCATION M NUFACTURER DESCRIPTION NIT SIZExH HARDWARE FINISH GLAZING REMARKS ACCESSORIES/OPTIONS HEAD SILL JAMBS (NEWAIR G73 ELECTRIC GARAGE HEATER,OR SIMILAR) 9. NEW FINISH FLOORING TO BE 8mm(5/16"THICK)CUSTOM CUT CONSTRUCTION PLAN GYM ADDITION PERFORMANCE LINE FLUSH-MOUNTED HANDLE W/ LOW-E COATED DOUBLE-GLAZED NAIL FIN &ALUM.DRIP CAP;STANDARD 1.5"SILL; LOCATION TBD:LOCATE IN FIELD W/OWNER. INSTALL STRONG RUBBER ROLLS GYM FLOORING(COLOR:GRAY-10%) A (SOUTH ELEVATION) WESTERN WINDOW SYSTEMS SERIES 7650 SLIDING GLASS DOOR (XO) 9'6"(V.I.F.) X 8'-4 1/4" KEYED CYLINDER DARK BRONZE ANODIZED ARGON FILLED TEMPERED GLASS STANDARD 1.81"TANDEM ROLLER; INSECT SCREEN 04 A100 04 A100 O6 A100 PER MANUFACTURER INSTRUCTIONS. BY RUBBER FLOORING INC.,OR SIMILAR. B GYM ADDITION WESTERN WINDOW SYSTEMS PERFORMANCE LINE 6'-0"X V-10" CONTEMPORARY HANDLE DARK BRONZE ANODIZED LOW-E COATED DOUBLE-GLAZED NAIL FIN &ALUM.DRIP CAP;INSECT SCREEN 05 � A100 05 � A100 07 � A100 DATE: 11/14/18 (EAST ELEVATION) SERIES 7630 FIXED/7660 AWNING MULL(O-T) ARGON FILLED ANNEALED GLASS Al 00 SCALE: AS NOTED 02 WINDOW SCHEDULE N.T.S. COPYRIGHT 0 RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED.