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HomeMy WebLinkAbout42615-Z a�0gU6Wire- Town of Southold 5/24/2019 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40411 Date: 5/24/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 9775 Nassau Point Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 119.4-6.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Pen-nit heretofore filed in this office dated 4/9/2018 pursuant to which Building Permit No. 42615 dated 4/27/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: POOL HOUSE ADDITION WITH HALF BATHROOM, STORAGE SHED AND TRELLIS TO AN EXISTING ONE FAMILY DWELLING PER ZBA DECISION#7128, DATED 02-15-2018, AS APPLIED FOR The certificate is issued to Negri,Peter of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42615 09-11-2018 PLUMBERS CERTIFICATION DATED 05-21-2019 Kevin Rem e A Ngv�-�- th ' ed Signature suFFn��, TOWN OF SOUTHOLD BUILDING DEPARTMENT o - TOWN CLERK'S OFFICE • SOUTHOLD, NY . 4 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#: 42615 Date: 4/27/2018 Permission is hereby granted to: Negri, Peter 100 Hilton Ave PH4 Garden City, NY 11530 To: construct additions/alterations to an existing single family dweling as applied for per ZBA, Trustees, and DEC NJ letter. At premises located at: 9775 Nassau Point Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 119.-1-6.1 Pursuant to application dated 4/9/2018 and approved by the Building Inspector. To expire on 10/27/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $328.80 CO -ADDITION TO DWELLING $50.00 Total: $378.80 Building Inspector 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. 9 l0 IF New Construction: x�64J60,. Old or Pre-existing Building: (check one) Location of Property: 9775 AIASSAU Pci RA CoTllrf kx IN 1165 House No. Street Hamlet Owner or Owners of Property: WL Now - Suffolk County Tax Map No 1000, Section 11q Block 01 Lot 6.1 Subdivision Filed Map. Lot: Permit No. �IUI Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ AZ 'Applicant Signature SOUTy®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 o • yo roger.richerta-town.southold.ny.us l�c®U ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Peter Negri Address: 9775 Nassau Point Rd City: Cutchogue St. New York Zip: 11935 Building Permit#. 42615 Section 119 Block- 1 Lot: 6.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 3 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 Fixtures Time Clocks Disconnect Switches 7 Twist Lock Exit Fixtures TVSS Other Equipment: "POOL BUILDING---CHANGING AREA" Notes: 7-light fixtures, 1-bath fan,washing machine Inspector Signature: Date: September 112018 81-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 " +, Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD .CERTIFICATIO_N Date: Building Permit No. Owner: (Please'print) -. Plumber: 1 1� !'1P, �y lh . '`-• - - COT ease (Please print) u- I certify that the solder used in the water'supply system contains less than 2/10 of 1% lead. (Plumbers Signature)- Sworn to before me this` day of , 20 3a a DD i �' �� MAY 2 2 2019 Notary Public,_ \_CCOU t - Y ,,>> TOWN OF SGUTIIad;� � �o�aOF 50Ulyo� # # TOWN OF SOUTHOLD BUILDING DEPT. °ycourm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [/FINAL ULATION FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ' A [ ] CAUL + KI G REMARKS: y►�v� - 0 DATE I INSPECTOR ESO 0 UlyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL ;�"n [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE ` 1�1 INSPECTOR ::4 �'' i ya~ , ' ti. ty, 1. 'i:' :. tf r� �. t 1.ta yy r PrP - _�+1- _ - •� ,•� 4 1 S x� Its- Y - i, s r � "Sk A un, � } � � y i ...+ � � / �Y ��• iii .. J � ` .•-.��„ .sem yv.1' t.crflw �i C ! _ A<..t_.�•\dig a:. L �„w ..r -`.s,, ,,,,.,,��',� �R •t f Y Mir�ll�A�!l��fall/�://�11/t/itliti!!1�/�I��is�iij���u u,. �'��tr��y�•�',I a aid 3i lot - 1yj� o ra � a _ I ;; t FIELD INSPECTION REPORT DATE COMMENTS - b FOUNDATION (1ST) H -------------------------------------- 'FOUNDATION (2ND) C�lIL �y t d, 0 ROUGH FRAMING& t� PLUMBING y r , S INSULATION PER N.Y-. H STATE ENERGY CODE zl FINAL ADDITIONAL COMMENTS _ �p # 4a 1,5 Ot 2kcl - - 3o, �a C , m o , z d . TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? Tt`WN HALL Board of Health ~" 3011'4HOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 / � Survey—_. Southoldtownny.gov PERMIT N 0. l Check Septic Form N.Y.S.D.E.0 _ Trustees C.O.Appl cos-,n Flood Permit_ _ Examined 20 Single&Separate Truss Identification Form I / Storm-Water Assessment Form X07/ Contact: Approved 20 Mail to: Disapproved a/c Phone. Expiration 20� ® r? Building Inspe D PLICATION FOR BUILDING P APR 7 0 2018 Date 120 INSTRUCTIONS a:Jfin'�a'pplicatfonWST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 TQWNa®gd ip scale.Fee according to schedule. b.Plot plan showing ocation 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 ager 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. (!5ignatffe of applicant or name,if a corporation) 104 107h ST.r GAQ 4 6-iYgRY 11526 ailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Atkw1?ACT Name of owner of premises Per, N rwyu (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) r Builders License No. 287 Sia- 14 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 9775 Nke,50 Potrtr �� CurtNOGt�� House Number Street Hamlet County Tax Map No. 1000 Section. 119 Block 01 Lot OS 4 Ob Subdivision Filed Map No. Lot .State existing use and occupancy of premises apd intended use and occupancy of proposed construction: a. Existing use and occupancy So&- :56mtL 12cm I -2 I b. Intended use and occupancy S►�d �ynay 12�1.daw 3. Nature of work(check which applicable):New Building Addition X Alteration Repair Removal Demolition —X Other Work (Description) 4. Estimated Cost #Iy0,000 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Jr Number of dwelling units on each floor h&-_I�' 2 -4 If garage, number of cars 3 (no dw 1%U44 of Ivan, In Addi�th 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front X12' Rear /2,0' Depth dc' Height 35' Number of Stories 2 Dimensions of same structure with alterations or additions: Front �I2' Rear )4' Depth 46' Height 3S' Number of Stories 2 8. Dimensions of entire new construction:Front .� Rear Same- Depth 7' Height 12"- 1 14! Number of Stories 9. Size of lot:Front 22Fr.y 1' Rear 203.72 Depth 35.29 SBuyN ; 4�3?l' tNwmA 10.Date of Purchase Name of Former Owner Bov two 11.Zone or use district in which premises are situated Q-40 12.Does proposed construction violate any zonpg law,ordinance or regulation?YES NO V41101ncL SA44A 1/ 20 4 -Wd&hdl j ZBA 4 71V ;TWa u 4I S t g 13.Will lot be re-graded?YES NO X Will excesh fill.be removed froom remises?YES NO X /r LaT %4&, a Qt;i v l �PcA * sitc parr �' �a„ds�q�s� �ppl�t� / 14.Names of Owner of premises hM N"I Address 001 �L Pflone No. 516-'159- 3)33 NameofArchitect I�/(R1LLGW 11.%, Address h tik► Phone No 3)M-NCL-t126q Name of Contractor fikei 1 Se%Vk&''Y Address 7E0 � Phone No. g41- 29's- 1036- 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES_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 1NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. N/& j 6u111r-,1 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) SS: COUNTY OF SutTrAl[ '')11 MAT4RN 4yX being duly sworn,deposes and says that(s)he is the applicant 0 8 a'8 (Name of individual signing contract)above named, Z N O' o¢V (S)He is the Agt, MCT 0 o q (Contractor,Agent,Corporate Officer,etc.) U �-� i NN Z"''a. of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; Q 39 a that all statements contained in this apphcatron are true to the best of his knowledge and belief;and that the work will be o performed in the manner set forth in the application filed therewith. Sworn to fore me thi W o 0 da of rl 201? z otary Public Signature of Applicant BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 9187 DATE: APRIL 5, 2018 ISSUED TO: PETER NEGRI & ELIZABETH KAYE NEGRI PROPERTY ADDRESS: 9775 NASSAU POINT ROAD, CUTCHOGUE ani SCTM# 1000-119-1-6.1 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on April 5, 2018, and in consideration of application fee in the sum of$250.00 paid by Peter Negri & Elizabeth Kaye Negri and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish and remove existing 161x21' attached greenhouse and construct in its place a 16101 first-story attached pool cabana addition and 41x5.5' outdoor shower; construct a 20'x40' in- ground swimming pool(partially in place of greenhouse and 87sq.ft. of existing on-grade patio to be removed); construct an 884sq.ft. raised masonry pool patio around swimming pool(partially in place of greenhouse and 166sq.ft. of existing on-grade patio to be removed)with 1'x5' step to grade and 2'x4.5' steps to on-grade patio; construct 124sq.ft.expansion of on-grade masonry patio(partially in place of t. existing gravel patio); construct a 7'x10.5' attached exterior storage shed adjacent to dwelling; remove existing concrete pad and construct 7'x20' trellis over existing AC units; install pool enclosure fencing; remove approximately 35 cubic yards of soil material from behind existing boulder retaining wall and realign wall to allow for pool installation by removing 58 linear feet of existing boulder wall and installing 91 linear feet of boulder wall; and establish a 15' wide,approximately 3,1 10sq.ft. non-turf buffer along top of bluff-, and as depicted on the site plan prepared by Marshall Paetzel Landscape Architecture,dated March 21,2018,and stamped approved on April 5,2018. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this. F co COD Michael J.Domino, President �QF Sorry Town Hall Annex John M.Bredemeyer III,Vice-President ,`O`� ��� 54375 Route 25 P.O.Box 1179 Glenn Goldsmith [ [ Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631)765-1892 Greg Williams �O i0 Fax(631) 765-6641 Nvi BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1573C Date:May 8,2019 THIS CERTIFIES that the demolition and removal of existing 16'x21' attached greenhouse and construct in its place a 16'x7' first-story attached12ool cabana addition and 4'x5.5' outdoor shower;construct a 20'x40'in ground swimming pool(partially in place of greenhouse and 87sq ftof existing on-m'ade patio to be removed);construct an 884sq_ft raised masonry pool patio around swimming pool(partially in place of greenhouse - — --and 166sq_ft of existing on-grade patio to be removed)with 1'x5' std to grade and 2'x4.5' steps to on-grade patio; __- construct 124sq ft expansion of on grade masonry_patio(partially in place of existing gravel patio),•construct a 7'x10 5'attached exterior storage shed adjacent to dwelling-remove existing concrete pad and construct 7'x20' trellis over existing-AC units-, install pool enclosure fencing,•remove approximately 35 cubic yards of soil material from behind existing boulder retaining wall and realign wall to allow for pool installation by removing 58 linear feet of existing,boulder wall and installing 91 linear feet of boulder wall;and establish a 15'wide approximately 3,11 Osqft non-turf buffer along-top of bluff; At 9775 Nassau Point Road,Cutchogue Suffolk County Tax Map#1000-119-1-6.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 12,2018 pursuant to which Trustees Wetland Permit#9187 Dated April 5,2018,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for demolition and removal of existing 16'x21' attached greenhouse and construct in its place a 16'x7' first-story attached pool cabana addition and 4'x5.5' outdoor shower;construct a 20'x40' in ground swimming pool(partially in place of greenhouse and 87sq ft of existing on-grade patio to be removed)' construct an 884sq_ft raised masonry pool patio around swimming pool(partially in place of greenhouse and 166sq ft of existing on-grade patio to be removed)with 1'x5'step to grade and 2'x4.5'steps to on-grade patio; construct 124sq ft expansion of on-grade masonry_patio(partially in place of existing gravel patio),construct a 7'x10 5'attached exterior storage shed adjacent to dwelling;remove existing concrete pad and construct 7'x20' trellis over existing AC units, install pool enclosure fencing;remove approximately 35 cubic yards of soil material from behind existing boulder retaining wall and realign wall to allow for pool installation by removing 58 linear feet of existing boulder wall and installing 9I linear feet of boulder wall-,and establish a 15' wide approximately 3,11 0sq.ft.non-turf buffer along top of bluff. The certificate is issued to Peter Negri&Elizabeth Kaye Negri owners of the � af%res id property � aP Authorized Signature New York State Department of Environmental Conservation Division of Environmental Permits Rm 219,Building 40-SUNY •A'. Stony Brook,New York 11790-2356 Telephone(516)444-0365 Facsimile (5161444-0360 John P.Cahill Commissioner LETTER OF NONn=SDICTIO Mr. and Mrs. Charles Bovino April 1, 1998 2 High Meadow Glen Head, NY 11545 Re: Bovino property 9775 Nassau Point Road Cutchogue, NY 11935 DEC# 1-4738-01897/00001 Dear Mr. and Mrs. Bovino; Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The property landward of the retaining wall greater than 100' in length, constructed prior to 9/20/77, is beyond the jurisdiction of Article 25 (Tidal Wetlands) . Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act . Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and- your project (i.e. a 15 ' to 20 ' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please bP further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. imy yours, r Evansit Administrator eG c:KPK/En-Con/file FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: October 10, 2017 TO: EN Consultants (Negri) 1319 North Sea Road Southampton, NY 11968 Please take notice that your application dated September 28, 2017 For a permit to construct additions and alterations to an existing single family dwelling at Location of property 9775 Nassau Point Road, Cucthogue,NY County Tax Map No. 1000- Section 119 Block 1 Lot 6_1 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XXII Section 280-116 which states- "All buildings located on lots adjacent to sounds and upon which there exists a bluff or bank landward of the shore or beach shall be set back not fewer than one hundred (100) feet from the top of such bluff or bank." The proDosed const ructioo es a setb k of 51 feet from the top of bluff, at its closest point. tho ' Sij ture Note to Applicant:Any ch ge or deviation to the a referenced application may require further review by the Southo g epartment. CC: file, Z.B.A. 't BOARD MEMBERS OF S10 Southold Town Hall ' eslie Kanes Weisman,Chairperson �� yp 53095 Main Road•P.O.Box 1179 N L l0 Southold,NY 11971-0959 Patricia Acamporac Office Location: Eric Dantes e/a ,e Town Annex/First Floor,Capital One Bank Gerard P.Goehringer ,^,aa�� 54375 Main Road(at Youngs Avenue) Nicholas Planamento I�cou Southold,NY 11971 n n� http://southoldtownny.gov ZONING BOARD OF APPEALS l� U TOWN OF SOUTHOLD f Eg 2 2 2018 Tel.(631)765-1809•Fax (631)765-9064 ECEIVED FINDINGS,DELIBERATIONS AND OF FEBRUARY 15,201R1NATION tEB 2 2 2018 ZBA FILE #7128 &uthold Town Clerk NAME OF APPLICANT: Peter Negri and Elizabeth Kaye Negri PROPERTY LOCATION: 9775 Nassau Point Road(Adj.to Little Peconic Bay),Cutchogue,NY SCTM#1000-119-1-6.1 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A 14-25, and the Suffolk County Department of Planning issued its reply dated November 21, 2017 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,Mark Terry, issued a recommendation dated January 22, 2018. Based upon the information provided on the LWRP Consistency Assessment Form, as well as the records available, it is recommended that the proposed action is INCONSISTENT with LWRP policy standards; and therefore, is INCONSISTENT with the LWRP. The LWRP Coordinator further commented that due to a recent restoration project of the bluff face and construction of shoreline hardening structures (Wetlands Permit#7978)the bluff is vegetated and currently stable. As a result,the likelihood of damage to bluff stability and shoreline structures from repeated storm events and tidal surge over time is now moderate.- the conditions imposed herein based on the recommendations of Suffolk County Soil and Water, the Board finds the application CONSISTENT with LWRP policy standards and therefore CONSISTENT with the LWRP. SUFFOLK COUNTY SOIL AND WATER CONSERVATION DISTRICT: This application was referred for evaluation and recommendation to the Suffolk County Soil and Water Conservation District. According to a letter from the agency, dated November 15,2017 an inspection of the subject property was conducted on November 15, 2017. During the time of visit it was observed that the property upland of the bluff was in stable condition and covered in turf grass and landscape material. The general topography of the property is relatively flat. The home is fitted with gutters and downspouts which discharge into drywells. The yard is equipped with an in-ground sprinkler system. At least one sprinkler was observed halfway down the water access stairs, at the top edge of the bulkhead. At the time of the Page 2,February 15,2018 #7128,Negri SCTM No. 1000-119-1-6.1 visit, the bluff appeared to be in stable condition, and was well established with native and landscape vegetation. Soil and Water recommended that heavy machinery, equipment, or supplies be stored or used at a minimum setback of 25 feet from the bluff top edge; and removing or discontinuing use of the sprinkler head located at the top edge of the higher bulkhead. It was also noted that a drywell for pool dewatering and a non-turf buffer along the top of the bluff is proposed. . PROPERTY FACTS/DESCRIPTION: The subject property is 87,485 square feet in area with a two story single family residence with an attached garage The property measures 493.26 feet along the northerly property line, 194.14 feet along the easterly property line which runs adjacent to Little Peconic Bay, 385.29 feet along the southerly property line and 228.41 feet along the westerly side which abuts Nassau Point Road as described in the October 2, 1998 survey map by Nathan Taft Corwin II,L.S. BASIS OF APPLICATION: Request for Variance from Article XXII, Section 280-16; and the Building Inspector's October 10, 2017 Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing single family dwelling at; 1) less than the code required 100 feet from the top of the bluff, RELIEF REQUESTED: The applicant requests a variance to construct additions and alterations to an existing family dwelling and a proposed 20 ft.x 40 ft. in ground swimming pool at 51 feet from the top of the bluff,where the code requires a minimum of 100 feet. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 1,2018 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Nassau Point Road is characterized by dwellings and accessory structures located substantially less than 100 feet from the top of the bluff. Prior variances and an aerial photograph documented the non-conforming bluff setbacks of shoreline properties within about one half mile of the subject property. This pre-existing non-conforming development that characterizes the neighborhood was the result of a code changes in 2015 and 2017 that expanded the 100 foot bluff setback requirement to bay bluffs in addition to sound bluffs. Additionally, the proposed pool and attached pool house will not be visible from adjacent properties and the street. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicants can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicants could conceivably locate the proposed pool landward of the existing house, in the conforming front yard.However, to do so would require considerable land disturbance, the clearing of many mature trees in the heavily wooded front portion of the property, the removal of extensive landscaping, and the demolition and reconfiguration of the existing driveway and parking area. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 49% relief from the code. However, the applicant submitted documentation showing that other homes in the neighborhood have located their swimming pools closer to the bluff than the 51 foot setback proposed by the applicant, and the pool is proposed at a greater bluff setback than the existing dwelling which is located 44 feet from the top of the bluff. In addition,the proposed pool location I allows for a 25 foot side yard setback which will avoid disturbing the adjacent property. Page 3,February 15,2018 #7128,Negri SCTM No. 1000-119-1-6.1 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. Due to the topography of the proposed location, the pool will be elevated above the groundwater table and pool backwash will be contained in a drywell located 120 feet from the top of the bluff. Also, a 10 foot wide (2,100 sq. ft.)_non-turf buffer adjacent to the bluff crest will absorb surface water runoff and protect the bluff face from erosion. The applicant must also comply with Chapter 236 of the Town's Storm Water Management Code and obtain approval from the Southold Town Board of Trustees. 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 4267-b. Grant of relief is the minimum action necessary and adequate action to enable the applicant to enjoy the benefit of a in the ground swimming pool and cabana and storage shed 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 Weisman (Chairperson), seconded by Member Planamento, and duly carried,to GRANT the variance as applied for, and shown on the site plan prepared by Stacy Marshall Paetzel, Registered Landscape Architect, dated October 30,2017. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall implement the recommendations set forth by Suffolk County Soil and Water Conservation District in their letter dated November 15, 2017, as cited above. 2. Pool cabana shall not to be used for habitation; i.e., living, sleeping, cooking shall not be permitted. 3. Pool mechanicals shall be placed in a sound deadening enclosure. 4. Drywells for pool de-watering shall be installed as shown on the site plan. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. 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 variance(s) 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. 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. ti Page 4,February 15,2018 #7128,Negri SCTM No. 1000-119-1-6.1 Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman(Chairperson),Planamento, and Dantes(Member Acampora and Member Goehringer were absent) This Resolution was duly adopted(3-0) Leslie Kanes Weisman, Chairperson Approved for filing oA /dQ /2018 Scott A. Russell ,�a°s� '� ST(0 R IM[WAT]ER SUPERVISOR ? ( N SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d gyp`-( Ar YCeL , CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) APR_11 2018 - - -DOES UES'I'IEIIS ]PROJ ECT INVOLVE ANY OF ')(']H[]E 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. ❑ 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. ❑R F. 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 Dtstnct NAME- `Ag pati p� Raw Se�ciion Block - Lot �T'g""°", FOR BUILDING DEPARTMENT U'�E ONLY "44 Contact Information. 311 Cideplwne NumOcrl Reviewed By: �( — — — — — — — — — — — — — — — — — — Date: L —/C) Property Address/ Location of Construction Work: — — = — — — — — — — — — — — — — — J n_ Approved for processing Building Permit. 177S t�kmu In ONS 4 Stormwater Management Control Plan Not Required. //�� — — — — — — — — — — — — — — — — — l,M06061 Wy 11435 ® Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 APPLICANT. S.C.T.M.#: 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) �;,,- opsQlr IK a 0 Stormwater Management Control Plan CHECK LIST NAME: Ma�}}trw 61,1( Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Ylcusc YnN Date: * The applicant must provide a Complete Explanation and/or Reason for not providing 3)4r14ft q aii q of �' all Information that has been Required by the following Checklistl 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries �00 b. Total Site Acreage. ©0� c. Existing - Natural & Man Made Features within 500 L.F. X �� of the Site Boundary-as required by§236-1702). d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. A S be SMI 61 MillijS e. Limits of Clearing & Area of Proposed Land Disturbance. 0 0 f. Existing & Proposed Contours of the Site (Minimum Z Intervals) 00 It g. Location of all existing& proposed structures, roads, 0 driveways, sidewalks, drainage improvements &utilities. DRAINAGE h. Spot Grades & Finish Floor Elevations for all existing& REQUIRED proposed structures. 00 leering at 765-1560 bef orp I. Location of proposed Swimming Pool and discharge ring. XX:1=0a ngineer's Certific j. Location of proposed Soil Stockpile Area(s). 0F)—(3 that me didinage has been install ed to Coda. k. Location of'proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). �0 M. Location of all proposed erosion&sediment control measures. X 2. Stormwater Management Control Plan must include Calculations showing EROSION that the stormwater improvements are sized to capture,store,and infiltrate Shall include burt not be jifnited to' on-site the run-off from all impervious surfaces generated by a two(21 inch0 0 q Well maintaine rainfall/storm event. WirgBacked Sift encin 3. Details&Sectional Drawings for stormwater practices are required for approval. Of exposed an Of Items requiring details shall include but not be limited to: Seeding a. Erosion & Sediment Controls. APR 2 6 2018 b. Construction Entrance &Site Access. O0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 00 X d. Leaching Structures (e. . infiltration basins,swales,etc.) __ _____ ____________ _ _- TOWN ur bet `j'Y' FOR ENGINEERI ' ; DEPA 'I' NT USE ONLY Ej Additional Information is Required. Reviewed & I Stormwater Management Control Plan is Not Complete. Approved By: I — — — — — - - — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date- q SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 ddb Town ex 2 54373 load T&Pkone(631)765.1842 P.O Box 1179 GDS c� roger richer ` s07& SouffioK NY 11971-09M��, '�$Q � : _,: � BUIIar M DEPARTMW . TOWN OFSOMMLD Af'PLiCATION FOR ELEcmm NSPECTiON TF.i3 BY Date: rNa Name: r �.j1r,-rr �C, o.. S ?jV_ fwG c JOBSFTE INFORMATION: (*Indicates required.infom-e im *Name: G X21 *Adds: 9 J� s34 v P A D *Cross Street: *Phone No.: Percrtrt No.: a1�• y (o ( ,� Tax-Map©Wc t 9 o©0 Seciton. Block: Lot: *BRI&DESCRIPTION OF WORK(Please prht Clearly) Please Circle AN That Apply) Is job ready for inspection: YES/ NO. Rough In Fina! *Do-you need a Temp C�erti#rcate: - 1'ES4!]g) - - Temp hIhMnation(if.needed) *Servide Size: 9 Phase 3Phase 100 150 200 3W 350 440` Over *Neve SerWce: Re-wrmect Uruiergmund Number of Meters Change of Service Overhead AddMonal In€ormation: PAYMENT DA E WITI-f APPLICATION �r B2 far kmpecgm Fours SUFFO(,� Town Hall Annex y`� ya► Telephone(631)765-1802 54375 Main Road r3' Fax(631)765-9502 P. O. Box 1179 ==—Southard-NN 119 1-09M - ' BUILD[N'O=D PART-M E-NT - ---- NOTICE OF UTILIZATION OF TRUSS TYPE..CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION=ANb/OR"TIMBER CONSTRUCTION Datq:: j o owner: Locatioh of Properly: S-; P�' a C1 bf +� Ple.jse take notice that they, o�k t�ppli aale1ir�e): New commerd -orx 'esictixfioi. tructure: Y_• : { tiAddition to eXIA comm ial yr residential structure RQhabilitativri''on`existirig= nmercial or residtitial,,structure to be consti-ud 40-ar• per'rtoftod'a' the subject property reference above will vuti[izo� (check applicdb-6 W3): y Trufs ij peAbonstruction (TT) C Pre-engine 6r4Wood construction (PW) Timber construbdP' n;(dT )." v in the following location(s) (check aD0lic6IJIe•.line)-- Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): Martin, � tYcz� Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/1/2015 M1�? sts v k'�; s S AL'£� dr D` � �•..�•♦n( u�sfy x S '?.'�...,..�fnarz.,h•'- `� sus lY.' t i i', ✓ r ,r" l < t a < 17 Y 4 aslr3' s pryy .'l r 1� i } 1 , i t a. 'r _ • EN—CONSULTANTSIVI L c� - - t"i I NN'I' September 27,2017 REQUEST FOR LETTER OFDENL4L Damon Rallis,Plans Examiner Town of Southold , Building Department Town Hall, 53095 Main Road Southold,New York 11971 { - Re: Peter&Elizabeth Negri 9775 Nassau Point Road,Cutchogue SCTM#1000-119-1-6.1 Dear Mr.Rallis: In regard to the above referenced property, enclosed are the following for your review: I.- One(1)Building Permit Application. 2. Authorization. 3. Site plan prepared by Marshall Paetzel Landscape Architecture, last dated September 20,2017. 4. Application fee of$50. I trust this information shall allow you to process our permit request. Should any additional information be required,please do not hesitate to contact our office. Sincerely, Robert E.Herrmann Coastal Management Specialist /khs Enc. 4 '4 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting I REVISIONS&ISSUES # DATE NAME 1 10/20/17 ZBA SUBMIT 1 2 04/06/18 BDEPT SUBMIT 1 1,26' I I CD Is 0 I � 9 I Im MATT HUX ARCHITECTURE 10410TH STREET GARDEN CITY, NY 11530 314.402.4269 I MHUX@OUTLOOK.COM WWW.MATTHUX.COM I I • I I f I I y lux I I I I � C7 w I *-SITE PLAN NOTES`* Z BASE MAP INFORMATION BASED ON SURVEY UPDATED BY I. I NATHAN TAFT CORWIN 11 ON AUGUST 18,2017. VARIANCE GRANTED VIA: I I ZBA DOCKET#7128& TRUSTEES APPROVAL GRANTED 04/05118 SITE PLAN BY MARSHALL PAETZEL LANDSCAPE ARCHITECT I I (SEE SEPARATE APPLICATION FOR DETAILS;INCLUDED FOR REFERENCE ONLY) I I I II OVAL OF STORMWATER MANAGEMENT I APPROVAL er 6 CONTROL LA -To od Date: Z& Approved by I EXISTING IWOOD STEP: 0 5 10 GATE Z f = Scale 1"=10'-0" I I � ` I -Di EROSION &SEDIMENT CONTROLS m DRAINAGE INSPECTIONS ARE REQUIRED Shall include but not be limited to: - I I X Contact TOS Engineering at 765-1569 before A Well maintained Construction Entran ��kV-D ARC , stabilization � Backfill, OR Provide Engineer's Certification Wire Backed Silt Fencing5� EW d h'fj. II o that the drainage has been installed to Code. Seeding of exposed and/or inactive soi �C9 Q� -5v yG��C�A i FCFND SURVEY OF LOTS 77 & 78 AMENDED MAP `A " OF NASSAU POINT FILE No. 156 FILED AUGUST 16, 1922 SITUATED AT NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 4,9-5.26 S.C. TAX No. 1000- 119-01 -6. 1 SCALE 1 "=20' OCTOBER 2, 1998 NOVEMBER 27, 1998 FOUNDATION LOCATION JANUARY 31, 2000 FINAL SURVEY BwJULY 1 , 2013 UPDATE SURVEY JUNE 19, 2017 UPDATE SURVEY 43 W D.0 ' C��G WAU-\ \ \ 1 j AUGUST 18, 2017 ADD TOPOGRAPHICAL SURVEY \ \ \ \ Cp1,IC. M \ CHWN uN F\\31.7XwAu Ci \ \ I It AREA = 87,485 sq. ft. � (TO HIGH WATER) 2,008 ac. ,30.05' E I N MS coNc. MpN• CER TII'IED T 0: F0.5ENr5E 1 j � \ ` \ \ 1 , 1 1 1 1 o IIIPETER t7l $ 1 I 1 1 1 1 1 X I EL ZAB THG KAYE NEGRI 1 1 1 1 I CROSS COUNTRY ABSTRACT, LLC I 138.17' coo,?cN II WESTCOR LAND TITLE INSURANCE COMPANY otic X172 36.7 1 1 1 1 1 1 11 1 11 CONC. MON. W X36.5 X37.7 I z X35.5 • ,y 19.8' r� � � I m o st wEpOW =5= ° I I N I M T m I G s .:: 1 1 1 1 1 1 1 1 IN % I N 7 a°Q.2' E 134 16 :5`� ::' X37.4 38\ Z ZZ2 / I II 1111 II CpNC• ON. II!,111110111111 BELGIAN BLOCK CURB � ;; z � 4E O.tE./W DRAINto 0'4 GRATE ° \ CHINO e• N pG in .� T1 �' 1 I p0OL 1NDOW �� 38.2X1136 1B O 1 1 1 \ 1 I+ I v VD- W m ° oo / ° 6.9 7Z� 1 1 11 1 1 'I e. d•c•. O ylpOsp LO�' tAN s, GENERATOR ON T d d :...:'. , . CONC. PAD d° ° �? e: e'v °d 'WOK:,.;`,..:. N 7% 1 1 I n t d° / �PSLATE &&RSP / IANOIG a Z1rY e.. ° e •. ' ° •°. P ° ° ° O m " LOCUST 'TREE It d. ; .° . ��'• •° '.d° eN�& f tcc,•/�'; �5 DIg1G� mC I a° C �T� ` ` 1 1 4 A II WALK IN SAND \ \ \ 1 l 1 1m I e 4 A9 9WELL ° ° '.° a'. e, d ' �'~ ` 37.2 I I I 111 t ° POMSPT 3"IOAK I 1 II I I 1 I 11 A e• .°a' -NFO a °d. �GQ ,tom t .00iO d e .Q •0�F�' O / CR`CN .f \ I I x I d , S� e• ° ° d' ° ' ° ° y^' YOL X'3$ .4,4 d.I a X 3$s I 1 I I 1 1 1 I CO a ° ' F Q / 6WIM $ '°.° .:° °• ,a '. a ° / ?S .:.� Ji..�G`�O°G. X. .4 CATf 0 SW ' w •' 8'• a / J• Y, G �.1 STONE WALL 714' 1 1 1 p BW 9. e° ° , ° e 8 (� / O� __1-- \ \ \ \ \\\ ° .d • a FE ON tA LA X / / p• MON• s A N x -4m\ \ CON / s ASPHALT DRIpYa c. 'd. ° ° °.' 40— rp/ Qd e" ° ,• a. ° ° .° a .A Q '•°.. G / 442.9 CONC. M cP ° qN. � d. ° a• a ° a e• / FENCE / rz/ .e na CHPIN . LINK / b� P' d'd ° 4 ` .e.. / 222•46' NOTES: • d. / • ° 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM ° ° — — EXISTING ELEVATIONS ARE SHOWN THUS:,xx EXISTING CONTOUR LINES ARE SHOWN THUS: — — — — — °. F.FL. - FIRST FLOOR O 4 `o�) ° °• 'J N. / G.FL. - GARAGE FLOOR O / TB TOP OF BULKHEAD '• �� BB BOTTOM OF BULKHEAD TW - TOP OF WALL BW - BOTTOM OF WALL AW PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND 6' TITLE ASSOCIATION. N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION TI ADDITION Nathan Taft Corwin TO THIS SURVEY IS A VIOLATION OF 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 SUNRISE ROAD EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A, Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE 631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OMCES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jlamesport, New York 11947 Jamesport, New York 11947 37-1544 r . y�, ' r �- r r' REVISIONS&ISSUES . � - �•' ROOF VENT 7t:.r!.l !1,1.+,d # DAT E NAMEa� _ V 10,20,17 ZBA S UBMITRETAI� STORM WATER RUNOFF NIG CALCULATIONS k � .�: � .� � -� _ _ - _ ...•=--�-�-_..._._-.�. -`:..=� . ��-- T TO CHAPTER 236 5 n r) � 04/09/18 BDEPTSUBMIT 1� 1JOF THE TOWN CODE. ROOF2 ._: wrc,as.,,. ..xyv - ."• ;, ar, ,/ - _ - •--^..'"A.-'-fir_-;- 4Z i k'1 i NIT T AT "+ �rYF F0' TL r vTH/ALL CO { s - 9775 NASSAU POINT ROAD r DES s ATE£a TOWN CF CUTCHOGUE, NY 11935 '- _'' t�E�'"3 YO R'!(A r _ _ r - 1 bid f p� I O I1'..., lli t....D - 1 a, AS HEQ"JI ED A COyDITIJ� TOWN OF SOU -T E Q FAL SWI-D T V��IZBA 7. tai .Ji4�:.%I<<] ,..��� SW �.. -05 06 c �.,-.;;, Ic-:�°': MUST •� � SCTM#: 1000-119-01 A F.A.I. � � IN SINK EXISTING LOT AREA: 87,485 SF (OR 2.008 ACRES) �r._ , y m, �_;: c• t �� , TO REMAIN �., E� a _ -_ 4' - M INC OUTDOOR 2" r _I,Ts aFTI!F- cDr�SOFNE�N' i 1ST FL SHOWER r. 1�.�_rl RESPONSIBLE FOR _ - R--40 RESIDENTIAL LOW DENSITY(ONE O , CC) I RUCTION RRORS. - = - C. REQUIREMENTS FOR 1 TACHED DW LLING PROPOSED _- �,� PROVIDE STEEL 3.. Q• 2.. FAMILY DE EXISTING 4" LOT SIZE 40,OOOSF 87,485SF DIAMOND PLATE " - - - LOT WIDTH 150 200'-9" COVER OVER HOUSE -�_ �h� s,.__,�--•- ...-. .:�- .�..__ -.�'�`- �.. 175 ' LOT DEPTH 385-3.. 493'-3"TRAP MATT HUX ARCHITECTURE 4" FRONT YARD 50' C.� 187.0' NO CHANGE 104 10TH STREET 0_f ENRD RRI SIDE YARD 15' 35.1' NO CHANGE GARDEN CITY, NY 11530 314.4 02.4269 zV - MHUX OUTLOOK.COM LP S 4"HCI BOTH SIDE YARDS 35' 70.2' NO CHANGE WWW@ATT LOOK. M REAR YARD 50' 113.6' NO CHANGE E N EG RI CABANA LEACHING POOL SEPTIC LIVABLE FLOOR AREA 850 SF/DWELLING UNIT 1,440 SF 1,462 SF TIE INTO EXISTING SEPTIC SYSTEM MAX. PERMITTED DIM � - HOUSETRAP LOT COVERAGE 20% 6.15% 8.01'% 9775 NASSAU POINT ROAD c .. PLUMBING RISER DIAGRAM (COMPLETE COVERAGE CALCULATIONS ON SHEET A1 -SITE PLAN) CUTCHOGUE, NY 11935 SCALE: NTS BUILDING HEIGHT 35' 35' 13'-1 1/2" (ADDITION) UX • TOWN OF SOUTHOLD �-t°h°S�'° LL i a #OF STORIES 2-1/2 2 1 (ADDITION) SCTM#: 1000-119-01-05+06 CLIMATE & GEOGRAPHIC DESIGN CRITERIA BASE MAP INFORMATION BASED ON SURVEY UPDATED BY c M'IF '` µ { a.4�a° "�`c NATHAN TAFf CORWIN It ON AUGUST 18, 2017. LOT AREA: 87,485 SF (OR 2.008 ACRES) Kwth=w►Co,,,vCIA ,' subject to damage from DRAWING LIST F ground wind speed seismic weathering frost line termite decay winter ice sheild flood cc���.r'"--�r.--nr-�"~--� ;�;;;;��;, Of-;-,'T 1FICATIC ® snow loads mph design cat. depth design temp. underlay req't hazards '2 C U PI AN CY Q r LEAD CONTENT BEFO, G-0 GENERAL NOTES „'h� "` '»�sN= �. c'oM,�ra�y 45 120 C SIEVERE 3'0" MIN. MODERATE SLIGHT TO 15 YES VE- `�' t SIL � , °= f ,rincATE OF OCCUPA� ' :.._, rr.v5 dr.lt c,c � d� UI � A• 'i � U G-1 STANDARD DETAILS TO HEAVY MODERATE 09/25/09 -- ��, .OLDER USED IN WAT ' c.; r; I I:',` p G l F`-�l T G E RTI R CATS TRUSS PLACARDING REQUIRED , - A-1 SITE PLAN ! PLS SYSTEM CANN note: design criteria as per wfcm for one &two family dwellings 4- € r+l XCEED 2110 OF 1% LE �` A-2 EXISTING CONDITIONS C`L ICI C�i AI I V D A-3 DEMOLITION/FOUNDATON PLANS KEY PLAN SCALE: NTS GENERAL NOTES PLUMBING A-4 FLOOR PLANS/ELEVATIONS ALL PLUMBING WASTE ry &WATER LINES NECD (r) A-5 SECTIONS/INT ELEVATIONS/SCHEDULES 1.ALL WORK SHALL BE DONE IN COMPLIANCE WITH LOCAL 11.CONTRACTOR IS TO COORDINATE AND WORK WITH B.SHOULD ANY DEFECTS DEVELOP IN AFOREMENTIONED 3.SHORE AND BRACE EXCAVATION AS REQUIRED WHERE 6.1 ROUGH CARPENTRY 9.1 TILE TESTING BEFORE COVERRNW CODES,ORDINANCES,RULES AND REGULATIONS. CABINETMAKER IN INSTALLATION OF ALL CABINETS. WORK WITHIN THE GUARANTEE PERIOD DUE TO FAULTY SUITABLE SLOPED OVERCUT IS NOT POSSIBLE BECAUSE OF W A-6 MEP PLAN/COMPLIANCE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CONTRACTOR TO SUPPLY ELECTRIC AND PLUMBING MATERIAL OF WORKMANSHIP,THE CONTRACTOR SHAL DO, SPACE RESTRICTIONS OR STABILITY OF THE MATERIALS 1.ALL FRAMING SHALL BE AS PER NEW YORK STATE 1.MARBLE SADDLES WILL BE USED AT TOILET/BATH z CERTIFICATE OF OCCUPANCY. HOOKUPS TO ALL CABINETS AS REQUIRED.CONTRACTOR OR CAUSE TO BE DONE,NECESSARY REPAIRS OR BEING EXCAVATED. BUILDING CODE.JOISTS,BEAMS,RAFTERS AND ENTRANCES. TO WIRE BUILT-INS AS REQUIRED AND COORDINATE WIRING CORRECTIVE WORK WITHOUT EXTRA COST TO THE OWNER. STRUCTURAL LUMBER TO BE HEM FIR WITH 1200 °°til FIBER 2.NO WORK SHALL BE STARTED UNTIL PLANS HAVE BEEN WITH ELECTRICIAN AND CABINETMAKER. THE ENTIRE COST TO BE BORNE BY THE CONTRACTOR.THE 4.IN EXCAVATING FOR FOOTINGS AND FOUNDATIONS TAKE STRESS IN BENDING,WITH A MODULOUS ELASTICITY OF 1.2 2.NEW TILE/MARBLE FOR TOILETI BATH AREA TO BE APPROVED BY THE COMMISSIONER OF BUILDINGS AND ALL REQUIRED REPAIRS AND CORRECTIVE WORK SHALL BE CARE NOT TO DISTURB BOTTOM OF EXCAVATION. MILLION PSE. INSTALLED AS PER LATEST SUGGESTED METHOD OF THE OTHER AGENCIES HAVING JURISDICTION. 12,ALTERNATES:IF THE CONTRACTOR FEELS THAT AN COMMENCED WITHIN FIVE(5)DAYS AFTER WRITTEN NOTICE HANDBOOK FOR CERAMIC TILE INSTALLATION.MUD BASE ALTERNATE MATERIAL OR METHOD WOULD RESULT IN A TO THE CONTRACTOR BY THE OWNER.IF THIS WORK HAS A)EXCAVATE BY HAND TOOLS TO FINAL GRADE JUST 2.ALL NEW GIRDERS,BEAMS,AND HEADERS SHALL BE FOR FLOORING MUD BASE/THIN SET WALLS. i LEGEND 3.NO WORK TO BE STARTED UNTIL EVIDENCE OF WORKERS' TIME OR COST SAVING,HE SHOULD SUBMIT NOT BEEN COMMENCED WITHIN 5 DAYS,THE OWNER SHALL BEFORE CONCRETE IS PLACE. FRAMED FLUSH WITH CEILING CONSTRUCTION UNLESS COMPENSATION INSURANCE AND DISABILITY BENEFITS SPECIFICATIONS AND CATALOGUE CUTS TO THE ARCHITECT HAVE THE RIGHT TO EMPLOY HIS OWN CORRECTIVE OTHERWISE NOTED. 9.2 GYPSUM WALL BOARD COVERAGE IS FILED AS REQUIRED BY SECTION 57 AND 220 FOR HIS APPROVAL BEFORE PROCEEDING WITH ANY MEASURES AND BACKCHARGE THE GENERAL CONTRACTOR. B)TRIM BOTTOM TO REQUIRED LINES AND GRADES TO ROOM r'°5 SUBD.8 OF WORKERS'COMPENSATION LAW NYS. SUBSTITUTION.SUBSTITUTIONS MUST BE OF LIKE QUALITY LEAVE SOLID BASE TO RECEIVE CONCRETE. 3.ALL STRUCTURAL LUMBER SHALL COMPLY WITH AND BE 1.INTERIOR WALLS AND CEILINGS SHALL BE 5/8"GWB, DESCRIPTION ROOM DESCRIPTION &NUMBER { TO ITEM SPECIFIED AND WILL BE ALLOWED ONLY WITH THE 16.ANY AND ALL WORKMEN EMPLOYED ON THE PROJECT ERECTED IN ACCORDANCE WITH THE NATIONAL F'_1 ;EST TAPED AND GIVEN THREE COATS OF SPACKLE,LEFT IN N 0. 4.CONTRACTOR SHALL PROVIDE PROTECTION FOR APPROVAL OF THE ARCHITECT. ARE TO BE EITHER SKILLED CRAFTSMEN IN THE RESPECTIVE C)EXCAVATE TO DEPTH REQUIRED FOR ADEQUATE SOIL PRODUCTS ASSOCIATION'S NATIONAL DESIGN POLISHED CONDITION TO BE INSPECTED BY THE ARCHITECT EXISTING WORK.EXISTING FINISHES AFFECTED ARE TO BE TRADES OR WORK UNDER THE CONTINUOUS DIRECT BEARING. SPECIFICATION FOR WOOD CONSTRUCTION,LATEST BEFORE AND AFTER FIRST COAT OF PAINT.ALL EXPOSED PATCHED AND MATCHED AS BEFORE WORK STARTED. 13.DISCREPANCIES: SUPERVISION OF SIUCH SKILLED CRAFTSMEN SO THAT ALL EDITION.ALL LUMBER SHALL BE GRADE MARKED, WALL SURFACES TO HAVE GWB UNLESS OTHERWISE SPOT ELEVATION WORK INSTALLED SHALL BE TO THE HIGHEST STANDARD D)FOOTING BOTTOMS ARE TO BE INSPECTED BY BUILDING SPECIFIED.EXISTING PALTER MUST BE REMOVED AND 5.CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY A,WHEREVER THERE ARE DISCREPANCIES BETWEEN THE FREE OF DEFECTS IDUE TO WORKMANSHIP. INSPECTOR PRIOR TO POURING OF FOOTINGS. 4.ALL PLYWOOD SHALL BE GRADE MARKED AND MEET THE REPLACED WITH NEW GWB.ALL GWB JOINTS TO BE n-F.F. BRACING AND PROTECTING ALL WORK DURING DRAWINGS OR THE DRAWINGS AND SPECIFICATIONS THE ELEV. a._a.. ELEVATION HT ABOVE FINISHED FLOOR � STANDARDS OF THE AMERICAN PLYWOOD ASSOCIATION STAGGERED.ALL EXPOSED JOINTS TO BE TAPED AND C CONSTRUCTION AGAINST DAMAGE,BREAKAGE,COLLAPSE, CONTRACTOR SHALL CONTRACT FOR,PROVIDE AND 17.ALL MATERIALS INSTALLED BY THE CONTRACTOR ARE 3.1 CONCRETE (APA). COVERED SMOOTH WITH JOINT COMPOUND,PROVIDE ALL DISTORTION AND MISALIGNMENT,ACCORDING TO INSTALL THE BETTER QUALITY OR GREATER QUANTITY OF TO BE SUITABLE FOR THE INTENDED APPLICATION. NECESSARY CORNER BEADS,STOPS,EDGE TRIM,CASING SECTION APPLICABLE CODES,STANDARDS AND GOOD MATERIAL OR WORK CALLED FOR UNLESS OTHERWISE 1.DESIGN THE MIX TO OBTAIN A COMPRESSIVE STRENGTH 5.DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS BEADS,AND SIMILAR TRIM AS ALL WALLBOARD SURFACES, CONSTRUCTION PRACTICE. ORDERED IN WRITING. 18.IF THERE ARE ANY MATERIALS CALLED FOR ON THE AT 3000 PSI AFTER 28 DAYS FOR FOOTINGS AND n UPPER: INDICATES LOCATION WITHIN SHEET (VERIFY). NEW AND EXISTING,SHALL HAVE DEPRESSION,FILLED LOWER: INDICATES SHEET NUMBER DRAWINGS AND SPECIFICATIONS THAT IN THE JUDGEMENT FOUNDATIONS. SEAMS,SMOOTH OPENINGS AND HOLES PATCHED FLUSH, 6.ONLY WRITTEN DIMENSIONS AND NEVER SCALED B.WRITTEN DIMENSIONS SHALL GOVERN OVER SCALED OF THE CONTRACTOR WILL NOT YIELD SATISFACTORY 6.JOISTS SHALL BE DOUBLED AROUND ALL OPENINGS, SPACKLED AND SANDED AND OTHERWISE LEFT READY AND DIMENSIONS FROM ARCHITECTURAL DRAWING WILL BE DIMENSIONS. RESULTS IN THE INTENDED APPLICATION,CONTRACTOR 2.ALL FOOTINGS TO REST ON UNDISTURBED 2 TON SOIL UNDER ALL PARALLEL WALLS AND PARTITIONS. ACCEPTABLE FOR PAINTING AND FINISHING. EXTERIOR ELEVATION RECOGNIZED AS VALID.IF THERE ARE ANY MISSING SHALL NOTIFY THE ARCHITECT OF SAME PRIOR TO AWARD AND EXTEND TO MINIMUM 4'-0"BELOW GRADE. DIMENSIONS CONTACT ARCHITECT FOR DIMENSION PRIOR OF THE CONSTRUCTION CONTRACT,FOR ARCHITECTS 7.PROVIDE JOIST HANGERS FOR ALL FLUSH FRAMED 2.APPLY WALLBOARD WITH THE LONG DIMENSIONS A UPPER: INDICATES LOCATION WITHIN SHEET TO PROCEEDING WITH WORK. 14.OMISSIONS: DECISION. 3.AVOID FREEZING BEFORE INITIAL SET OF THE CONCRETE. CONDITIONS,AS MANUFACTURED BY SIMPSON,TECO,OR PERPENDICULAR TO THE FRAMING MEMBERS. LOWER: INDICATES SHEET NUMBER DO NOT PLACE CONCRETE AT TEMPERATURES OF LESS EQUAL.INSTALL IN ACCORDANCE WITH MANUFACTURER'S 7.THE AIA GENERAL CONDITIONS OR MOST CURRENT A.THE DRAWINGS AND SPECIFICATIONS AND INTENDED TO 19.ANY CONTRACTOR INSTALLING ANY WORK SHALL THAN 40 DEGREES F,NOR WHEN FREEZING CONDITIONS INSTRUCTIONS" 3.ALL FINISHED SHALL HAVE A CLASS A FIRE RATING.ALL INTERIOR ELEVATION SUPPLEMENTS WHETHER ATTACHED HERETO OR NOT COORDINATE.ANYTHING FOUND ON THE DRAWINGS AND EXAMINE THE EXISTING CONDITIONS INCLUDING ANY NEW ARE EXPECTED IN LESS THAN 24 HOURS. CARPETING SHALL HAVE A CLASS 1 FIRE RATING.TENANT SHALL FORM A PART OF THIS CONTRACT. NOT MENTIONED IN THE SPECIFICATIONS,AND VICE VERSA, WORK ALREADY INSTALLED IN PLACE,PRIOR TO 8.ALL FLOOR JOINTS SHALL BE BRIDGED AT MIDSPAN OR AT SHALL BE RESPONSIBLE FOR SELECTING ALL HVAC, A-� I INNER: INDICATES SHEET NUMBER OR ANYTHING NOT EXPRESSLY SET FORTH IN EITHER,BUT COMMENCING HIS INSTALLATION.COMMENCEMENT OF HIS 4.DO NOT PLACE ONE DENSITY RANGE OF CONCRETE INTERVALS NOT TO EXCEED 8 FEEL.METAL,SOLID WOOD PLUMBING&ELECTRICAL FIXTURES TO CODE,SURFACES, 8.CLEAN UP:EACH TRADE SHALL DO ALL CLEANING OF ITS WHICH IS REASONABLY IMPLIED SHALL BE FURNISHED AS INSTALLATION SHALL BE CONSTRUED TO MEAN AGAINST ANOTHER WHILE BOTH ARE STILL PLASTIC.DO NOT BLOCKING AND 2 5/4"X 3"BRIDGING IS ACCEPTABLE. COLORS TRIM MOULDING DOORS HARDWARE ETC. �,SSD A& OUTER: INICATES LOCATION WITHIN SHEET OWN WORK AND ALL OTHER TRADES WHERE SUCH WORK IS THOUGH SPECIFICALLY SHOWN AND MENTIONED IN BOTH, ( ) ' ACCEPTANCE BY SUCH CONTRACTOR OF THE CONDITION POUR COLD JOINTS. SOILED DUE TO ITS OPERATION.THE GENERAL WITHOUT EXTRA CHARGE. OF THE SUBSTRATE AS PROPER AND ADEQUATE FOR THE 9.ALL WOOD SHALL BE SOUND,FLAT,STRAIGHT,WELL 15.1 MECHANICAL WINDOW CONTRACTOR IS RESPONSIBLE TO LEAVE THE PROJECT IN A INSTALLATION OF H'IS OWN WORK. 5.ALL MUDSILLS TO BE PRESSURE TREATED LUMBER, SEASONED,THOROUGHLY DRY AND FREE FROM ALL 4v Q G UPPER: INDICATES WINDOW# BROOM CLEAN CONDITION. 15.GUARANTEE: WOLMANIZED OR EQUAL.TREATED WOOD SILLS SHALL BE DEFECTS.WARPED OR TWISTED WOOD SHALL NOT BE 1.ALL HEATING VENTILATING AND AIR CONDITIONING `S � LOWER: INDICATES WINDOW SIZE IN. 20.IF,IN THE COURSE OF CONSTRUCTION,A CONDITION ANCHORED WITH 112 DIAMETER STEEL BOLTS HOOKED USED. SYSTEMS AND WORK SHALL BE INSTALLED IN ACCORDANCE ( ) 9.CONTRACTOR IS RESPONSIBLE FOR STORAGE OF A.EXCEPT WHERE LONGER GUARANTEE PERIODS ARE EXISTS WHICH DIFFERS FROM THAT AS INDICATED ON THE TYPE 8"MINIMUM EMBEDMENT,8'-0"ON CENTER,MIN.2'-0" WITH CHAPTERS 13 THROUGH 24 OF THE RESCODE OF NEW -_ MATERIALS AND SHALL ARRANGE WITH BUILDING FOR SPECIFICALLY REQUIRED IN THE SPECIFICATIONS,EACH PLANS,THE CONTRACTOR SHALL STOP ALL RELATED WORK FROM ALL CORNERS. 10.PROVIDE APPROPRIATE BLOCKING BETWEEN FRAMING YORK STATE ALL LOCAL RULES AND REGULATIONS AND A5 DOOR STORAGE OF MATERIALS SO THE SITE IS KEPT ORDERLY CONTRACTOR SHALL GUARANTEE ALL WORK PERFORMED AND NOTIFY THE ARCHITECT.SHOULD HE FAIL TO FOLLOW MEMBERS AS REQUIRED TO RECEIVE TOILET ROOM SPECIFIED BY THE LATEST EDITION OF THE NATIONAL FIRE 0 8?5 O� THESE PROCEDURES AND CONTINUE WITH THE WORK,HE 6.ALL CONCRETE MASONRY UNITS SHALL BE GRADE A, ACCESSORIES AND OTHER SIMILAR ITEMS AS REQUIRED. PROTECTION ASSOCIATION y B ,°� UPPER: INDICATES DOOR# AND MATERIALS ARE PROPERLY PROTECTED AGAINST AND MATERIALS USED BY HIM UNDER THIS CONTRACT � DAMAGE AND THEFT. AGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM THE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING WITH TYPE M MORTAR.PROVIDE DUROWALL HORIZONTAL LOWER: INDICATES DOOR SIZE (IN.) DATE OF COMPLETION AS EVIDENCED BY THE DATE OF THE THEREFROM. TRUSS REINFORCEMENT EVERY OTHER BLOCK COURSE. 11.PROVIDE A MINIMUM OF DOUBLE STUDDING AT DOORS, 2.ALL MECHANICAL SYSTEMS,EQUIPMENT,APPLIANCES 10.REMOVAL OF DEBRIS,PROCUREMENT OF DUMPSTER FINAL CERTIFICATE OF PAYMENT. PROVIDE(2)#8 BARS @ V-0"VERTICALLY IN NEW CONCRETE WINDOWS,AND UNDER HEADERS IN PARTITIONS. ETC.MUST BE LISTED AND LABELED AND INSTALLED IN ai APPLIANCE NUMBER AND RELATED WORK SHALL BE THE RESPONSIBILITY OF THE 2.5 EXCAVATING MASONRY UNIT WALL(TYPICAL) ACCORDANCE WITH THE MANUFACTURER'S GENERAL CONTRACTOR.LOCATION OF DUMPSTER SHALL 12."DRILLING AND NOTCHING OF EXTERIOR WALLS AND SPECIFICATIONS,LISTING/LABEL AND THE CODE. BE BY MUTUAL AGREEMENT BETWEEN OWNER AND 1.PERFORM EXCAVATING OF EVERY TYPE OF MATERIAL 7."NO FOOTING PLACED OR DRYWELLS COVERED UNTIL BEARING PARTITIONS SHALL COMPLY WITH SECTION R602.6. PROPOSED POOL CABANA FOR: F� FIXTURE NUMBER GENERAL CONTRACTOR. ENCOUNTERED WITHIN THE LIMITS OF THE WORK TO THE APPROVED BY INSPECTOR" DRILLING AND NOTCHING OF TOP PLATE SHALL COMPLY 3.ALL FUEL,GAS SPACE HEATING APPLIANCES IN ELIZABETH KAYE LINES,GRADES,AND ELEVATIONS INDICATED AND WITH SECTION R602.6.1." RESIDENTIAL BUILDINGS SHALL BE EQUIPPED WITH A FLAME & PETER N EG RI SPECIFIED HEREIN. 8."FOUNDATION SURVEY SHALL BE SUBMITTED AND SAFEGUARD DEVICE,WHICH WILL SHUT OFF THE FUEL CI CABINET ELEVATION NUMBER APPROVED BY THE BUILDING INSPECTOR PRIOR TO 14."WOOD FRAMED STRUCTURAL MEMBERS SHALL NOT BE SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT 9775 NASSAU POINT ROAD 2.INCLUDE EXCAVATION OF ANY MATERIALS THAT ARE FRAMING." DRILLED,NOTCHED OR ALTERED IN ANY MANNER EXCEPT IS EXTINGUISHED. 9775 NASSAU NY NT R Ep PARTITION TYPE UNSATISFACTORY FOR BEARING OF SLABS AND FOOTINGS AS PROVIDED IN SECTION R602.6(1)AND R602.6(2)." AND REPLACEMENT BY SATISFACTORY MATERIALS AS PART 4.ALL EQUIPMENT SHALL PERFORM IN ACCORDANCE WITH OF THE WORK OF THIS SECTION. 7.2 INSULATION TABLE N1103.7 OF THE CODE. 0 REVISION NUMBER GENERAL 1.ALL HOT AND COLD WATER PIPES TO BE WRAPPED WITH 5.ALL HVAC PIPING SHALL BE INSULATED IN ACCORDANCE NOTES PIPE INSULATION TUBES. WITH SECTION N1103.3. CEILING HEIGHT ROOM NAME ROOM# -�, PLUMBING NOTES 11 MSIR. BED :8'-0" -"A SOIL OR WASTE PIPE,OR BUILDING DRAIN PASSING UNDER A FOOTING OR THROUGH A FOUNDATION WALL SHALL BE PROVIDED -"THE ENTIRE PLUMBING SYSTEM SHALL BE TESTED IN ACCORDANCE WITH SECTION P2503 OF THE CODE. DRAWING CONTENT: FR BE R. ED CG PT -"THE MAXIMUM WATER CONSUMPTION FLOW RATES AND QUANTITIES FOR ALL PLUMBING FIXTURES AND FIXTURES FITTING WITH A RELIEVING ARCH;OR THERE SHALL BE BUILT INTO THE MASONRY WALL A PIPE SLEEVE TWO PIPE SIZES GREATER THAN THE -"SEPTIC SYSTEM TO COMPLY WITH NASSAU COUNTY HEALTH DEPT 1 1 1 1 1 1 PIPE PASSING THROUGH." -"SEPTIC SYSTEM AND DRYWELLS SHALL BE CERTIFIED BY OWNER'S RA.1P.E.UPON COMPLETION OF THE WORK." SHALL BE IN ACCORDANCE WITH TABLE P2701.1� DATE: DRAWN BY: A _� -"BATHTUBS WITH SHOWER HEADS AND SHOWER COMPARTMENT FLOORS AND WALLS SHALL BE FINISHED WITH A -"PIPING SHALL BE INSTALLED IN TRENCHES SO THAT THE PIPING RESTS ON SOIL AND CONTINUOUS BEARING."STANDARDS" - ALL CONNECTIONS TO THE POTABLE WATER SHALL CONFORM SECTION P2902.4.1.THROUGH P2902.4.5." FLOOR ,� NONABSORBENT SURFACE EXTENDING TO A HEIGHT OF NOT LESS THAN SIX FEET(6)ABOVE THE FLOOR. -"DRAIN,WASTE AND VENT PIPING AND FITTING MATERIAL SHALL COMPLY WITH TABLE P3002.1." -"ALL POTABLE WATER OPENINGS AND OUTLETS SHALL BE PROTECTED BY AN AIR GAP,ATMOSPHERIC TYPE VACUUM BREAKER, BASE TYPE APRIL 2017 -"SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE EQUIPPED WITH CONTROL VALVES OF THE PRESSURE BALANCE,THE -"BUILDING SEWER PIPING AND FITTING MATERIALS SHALL COMPLY TABLE P3002.2." " PRESSURE TYPE VACUUM BREAKER OR HOSE CONNECTION BACKFLOW PREVENTER. SCALE:WALL FINISH "THE WATER SUPPLY FOR DISHWASHERS SHALL BE PROTECTED BY AN AIR GAP OR INTEGRAL BACKFLOW PREVENTER. -DOMESTIC HOT WATER HEATING EQUIPMENT SHALL BE SUBJECT TO THE MINIMUM FEDERAL STANDARDS AS PER SECTION N1103.4 FILE NAME: CROWN TYPE THERMOSTATIC MIXING OR THE COMBINATION PRESSURE BALANCE/THERMOSTATIC MIXING VALVE TYPES WITH HIGH LIMIT -"THE DISCHARGE FROM CLOTHES WASHING MACHINES SHALL BE THROUGH AN AIR BREAK." AND N1104.2 AS APPLICABLE. CEILING FINISH STOPS." AS NOTED PAINT -"SEPARATE SHUT-OFF VALVES WILL BE PROVIDED FOR EACH BATHROOM AND KITCHEN." 17-08 G-1 PROJECT#: PAGE#: 1 2 3 4 5 6 7 8 9 REVISIONS&ISSUES # DATE NAME 1 10/20/17 ZBA SUBMIT 1 CENTER LINE 21" END OF RIDGE & STRAP 2 04/06/18 BDEPT SUBMIT 1 DISTANCE NON-SHADED AREAS ARE FlELED AREAS. FIELD AREAS ° ARE TO BE NAILED 0 12• ° O.C. (NOT INCLUDING F RHANGS). ALL CHARTS ARE FROM THE WFCM -2001 EDITION-GUIDE TO WOOD TABLE 4 - ANCHOR BOLT SPACING CONSTRUCTION IN HIGH WIND AREAS FOR ONE AND TWO FAMILY STEMWALL FOUNDATIONS TABLE 10 - PERCENTAGE OF FULL HT SHEATHING IN DWELLINGS MINIMUM BUILDING DIMENSION W 110 MPH EXPOSURE B GUIDE RAISED -FLOOR 75 3.00 SLAB ON GRADE ( ) 1.00 1251.501.75 2.002.25 2.5 2. • FOUNDATION SUPPORTING: "0 ANCHOR BOLT SPACING(inches) FOUNDATIONS WOOD STRUCTURAL PANEL FIBERBOARD RIDGE STRAP EXTERIOR SHEATHING SHEATHING ROOF, CEILING SHEATHING TYPE 7 SHADED AREAS ARE EDGE ARE ED TABLE 1 - BUILDING ASPECT RATIO (L/W) & 1 FLOOR 72 71 59 51 44 39 35 32 30 24 6 )2" 2 32" AREAS ARE TO BE NAILED 0 6" 0. . MAXIMUM BUILDING LENGTHS FOR PERMITTED BLDG ASPECT RATIOS 8-D 8-D 8-D 8-D 8-D 4'-0" IN FROM EDGE. OVERHANGS TO B ROOF, CEILING NAIL TYPE COMMON COMMON COMMON ROOFING ROOFING NAILED O 6" O.C. IN BOTH EDGE AND 1.00 125 1.50 1.75 2.00 2.25 2.5 2.75 3.00 & 2 FLOORS 56 45 38 32 28 25 23 21 19 24 FIELD AREAS. BLDG WIDTHMAXIMUM BUILDING LENGTH(L-FT) EDGE NAIL SPACING 6" OC 4" OC 3" OC 3" OC 3" OC (W-FT) THE ANCHOR BOLT SPACING IN THE MAXIMUM BUILDING DIMENSTION (L) NEED NOT BE LESS THAN THAN TABULATED FIELD NAIL SPACING 12" OC 12" OC 12" OC 6" OC 6" OC rl� SHEATHING NAILING DIAGRAM SPACING FOR L/W=1.00 I ' 5-8d 12 12 15 18 21 24 27 30 33 36 BOTTOM PLATE TO FRAME 436 PLF 590 PLF 730 PLF 225 PLF 275 PLF `JETS• FASTENERS TO 16 16 20 24 28 32 36 40 44 48 TABLE 5 - EXTERIOR WALLS -WOOD STUDS SHEAR CONNECTION - 16D (3/FT) (3/FNL8 (4/FT) (2/FT) (2/FT) °° RAFTER MATT HUX ARCHITECTURE 20 20 25 30 35 40 45 50 55 607-STENT 1/2 ° 2X4 2 X 6 2 X 8 HOLD DOWN CAPACITY 4360 LB 59007300 LB 2250 LB 2750 LB FASTENERS TO 104 10TH STREET 24 24 30 36 42 48 54 60 66 72 ROOF RAFTER GARDEN CITY, NY 11530 28 28 35 42 49 56 63 70 77 80 STUD I _1 #2 STUD #2 STUD #2 STUD BUILDING ASPECT RATIO PERCENT FULL HT SHEATH INE ON EACH EXTERIOR WALL 314.402.4269 32 32 40 48 56 64 72 80 80 EXTERIOR STUDS SP CING 1.00 33% 25% 21% e o MHUX@OUTLOOK.COM 55% 48% WWW.MATTHUX.COM MAXIMUM STUD LENGTH 36 36 45 54 63 72 80 1.25 39% 31% 26% FASTEN 12"OC 12'-8' 11'-3' 19'-9" 17" 19'-9" 19'-9" 65% 56% FASTENERS TO F S 40 40 50 60 70 80 NON LOAD BEARING 16"OC 11'-5' 9'-8^ 18'-5" t4'-6" 19'-9" 18'-9" ROOF RIDGE FASTENERS TO E 24*CC 1t" 7'-9" 15'-6^ 1T-6" 19'-9" 15' 1.50 46% 36% 0% 73% 64% PLATE & STUDS SIMPSON STRONG-TIE 50 50 62 75 80 51% H2 (®EACH RAFTER) LOADBEARING SUPPORTING 12"oC 9"9 9`9" 9'-9" 9'-9" SHEAR WALL 1 75 41% 34% 80% 71% SIMPSON STRONG-TIE 16"OC 9'-9' 9'-6' BENEATH LSSU210 60 60 75 8o ROOF & CLG ONLY 24"OC 9'9' 7'-9" ROOF AND CEILING 70 70 80 12"oc 9'-9' 9'-9' 9'-s" s'-9" 2.00 57% 45% 38% 87% 77% LOADBEARING SUPPORTING 16'IC 9'-9 9'-9• 2.25 ° 3 RAFTER TO RIDGE 4 RAFTER TO TOP PLATE 80 SO ROOF, CLG & 1 FLOOR 24'OC NOTS TS. ONLY PERMITTED 2,50 66% 53% 46% 98% 88% 2.75 70% 57% 49% NP 93% uX TABLE 2 GENERAL NAILING SCHEDULE TABLE 7- WALL CONNECTIONS AT LOAD BEARING WALLS 3.00 JOINT DESCRIPTION NAIL SPACING 1.00 6'3% 51% 43% 95% 85% 1I NO. OF NO. OF ROOF FRAMING SPAN MINL�T ROOF FRAMING COMMON NAILS BOX NAILS NO OF 16 D 1.25 73% 60% 52% NP 97% I 12 16 20 24 28 32 36 COMMON NAILS 59% NP NP BLOCKING TO RAFTER (TOE-NAILED) 2-8D 2-10D EACH END STUD SPACING 1.50 812% 68% RIM BOARD TO RAFTER (END-NAILED) 2-16D 3-16D EACH END UPLIFT (LBS) END NAILED SHEAR WALL NP NP I BENEATH 1.75 819% 75% 65% I I AR 12" OC 67 92 117 142 167 192 217 2 ROOF , CEILING 81% 71% o I i Q WALL FRAMING & 1 FLOOR 2.00 916% NP NP ° TOP PLATE TO TOP PLATE (FACE-NAILED) 4-18D72;-t6o AT JOINTS 16" OC 90 123 156 189 223 256 290 2 2.25 NIP 87% 77% NP NP 6-10d FASTENERS 0 I °°i STUD TO STUD 2-16D -16D y4. OC O 1 1 HEADER TO HEADER (FACE NAILED) 16D6D 16"OC ALONG EDGES , 82% NP NP IN EACH END O i° 1 1 " 24' OC 135 184 234 284 334 384 434 2 2.50 NP 92% Q FLOOR FRAMING 2.75 MP 97%' 87% o 1 ° NP NP 5l JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d 4-10D PER JOIST SIMPSON STRONG-TIE BLOCKING TO JOIST(TOE NAILED) 3.00 91% SP4 18-8d FASTENERS TOTAL 2-BD 2-lOD EACH END 14IP NP NP BLOCKING 1U SIL OR TOP PLATE(TOE NAILED) 3-16D 4-16D PER BLOCK TABLE 8- WALL HEIGHT (FEET) EQUAL NUMBER OF LEDGER STRIP TO BEAM OR GIRDER (FACE NAILED) 3--16D 3-10D EACH JOIST JOIST ON LEDGER TO BEAM (TOE NAILED) 3-SD 3-16D PER JOIST SPECIFIED NAILS IN BAND JOIST TO JOIST(END NAILED) 3-16D 4-16D PER JOIST CS20SIMP (N STRONG-TIE 2-16D 3-16D PER FOOT $ 10 12 14 16 18 20 EACH END CS20 (i6" D.C.) BAND JOIST TO SILL OR TOP PLATE(roE NAILED) STUD TO WINDOW _ D STUD SPACING UPLIFT (LBS) PLATE To STUD - / TOP PLATE n MULTIPLE FLOOR TIE ROOF SHEATHING NO OF 16D COMMON NAILS 0 END NAILED TABLE 11 - PERCENTAGE OF FULL HT SHEATHING IN 5 T.s. u r�rs. RR WOOD STRUCTURAL PANELS 8-D 10-D 6'EDGE/6" FIELD ■ 1 -RAFTERS OR TRUSSES SPACED UP TO 16" DG _ _ 12" OC 127 2 2 2 2 2 2 2 MAXIMUM BUILDING DIMENSION ( L) 4-8dx1 1/2 v RAPIER OR TRUSSES SPACED OVER 16' OC 8-D 10-D 4"EDGE/4" FIELD -GABLE END WALL RAKE OR RAKE TRUSS W/O GABLE 6"EDGE/6' FIELD FASTENERS TO PLATE OVERHANG 6-D 10-D 16" OC 169 2 2 2 2 2 2 2 WgOD STRUCTURAL PANEL FIBERBOARD SIMPSON STRONG-TIE -GABLE ENDWALL RAKE OR RAKE TRUSS W/ 6-EDGE/6' FIELD SP4 RSP4 16" O.C. STRUCTURA; OUTLOOKERS 8-D 10-D 4'EDGE/4' FIELD 24" OC 253 2 2 2 3 3 3 sF EXTERIOR SHEATHING SHEATHING SIMPSON STRONG-TIE ( ) -CABLE SKS WALL RAKE OR RAKE TRUSS WAOOKOUT SHEATHING TYPE 7 2 p1 �16, 1/n 5/2x O ' CEILING SHEATHING 8-D 8-D 8-D 8J2-D 8-D GYPSUM WALLBOARD Sd COOLERS -r EDGE 10•FIELD NAIL TYPE 0 I IN EACH END O O TABLE 12- RAFTER CONNECTIONS AT LOAD BEARING WALLS COMMON COMMON COMMON ROOFING ROOFING o I 6-10d FASTENERS o0 WALL SHEATHING ' " ' °I EDGE NAIL SPACING 6' OC 4" OC 3 OC 3' OC 3" OC o i WOOD STRUCTURAL PANELS ROOF FRAMING SPAN i o STUDS SPACED UP TO 24.OC 8-D 6- EDGE/12-FIELD TRUS, I-JT FIELD NAIL SPACING 12" OC 12" OC 12" OC 6" OC 6" OC I I DOUBLE TOP PLATE J�•AND - FIBERBOARD PANELS a-) OR RAFTER 12 16 20 24 28 32 36 LATERAL SHEAR 1 , 00 SPACING BOTTOM PLATE TO FRAME 436 PLF 590 PLF 730 PLF 225 PLF 275 PLF I FASTENERS STUD 3' EDGE/6' FIELD LBS I r GYPSUM WALL BOARD 5D COOLERS 7' EDGE/10' FIELD UPLIFT (LBS) SHEAR CONNECTION - 16D (3/FT) (3/FT) (4/FT) (2/FT) (2/FT) ' FLOOR SHEATHING 12" OC 127 152 177 202 227 252 277 132 58 HOLD DOWN CAPACITY 4360 LB 5900 LB 7300 LB 2250 LB 2750 LB 1 WALL STUD WOOD STRUCTURAL PANIELS PERCENT FULL HT SHEATHING ON EACH EXTERIOR WALL ® STUD TO DOUBLE TOP PLATE 1.OR LESS 8d 6•EDGE/12"FIELD 16" OC 170 203 236 323 303 336 370 176 77 BUILDING ASPECT RATIO • GREATER THAN i' 10d 6'EDGE/6" FIELD LINE 24" OC 255 304 354 404 454 504 554 264 116 1.00 3:3% 25% 21% 55% 48% n STUD TO SILL PLATE 1.25 27% 21% 17% 47% 40% TABLE 3 - FOUNDATION ANCHORAGE LOADS 1.50 23% % 5% 41 35% STEMWALL FOUNDATIONS 1.00 125 1.50 1.75 2.00 2.25 2.5 2.75 3.00 SHEAR WALL 1 75 210% 15% 13% 36% 30% �' RAISED -FLOOR TABLE 13 - RIDGE STRAP CONNECTORS BENEATH I SLAB ON GRADE 2.00 tai% 14% 11% 32% 27% FOUNDATION UPLIFT LATERAL FOUNDATIONS ROOF PITCH 3:12 4:12 5:12 6:12 7:12-12:12 SUPPORTING: (PLF) (PLF) SHEAR(PLF) 2.25 6 % 4 ROOFSPAN RIDGE STRAP CONNECTION REQUIREMENT 2.50 15% 11% 09% 27% 22% ROOF, CEILING 217 132 201 252 302 352 403 453 503 553 604 730 10% 08% 24 20% ON EACH FASTENERS SID & 1 FLOOR 103 97 2.75 13yd 12 176 145 114 ROOF, CEILING 157 132 31fi 395 474 553 663 712 791 872 949 730 16 235 193 152 138 130 3.00 & 2 FLOORS 20 294 242 190 172 162 1.00 63% 3-16 FASTENERS 51% 43% 95% $5% 2" MIN. ON EACH SIDE ° SIDECOVER t) 24 353 290 228 207 194 1.25 54% 43% 36% 84 0 0 74% 28 412 338 265 241 227 1.50 4'7% 75 66 SHEAR WALL 37% 31% ° 32 471 387 303 276 259 BENEATH 1.75 42% 33% 68 59 r 27% 36 529 435 341 310 292 ROOF CEILING T" DIA. ANCHOR & 1 FLOOR 2.00 318% 29% 24% 62 54 [• SIMPSON STRONG-TIE 2.25 3'4% 26% 22% 57 49 BC4 2.50 3.1% 24% 20% 53 45 SIMPSON STRONG-TIE D ARCS 2.75 2!9% 22% 18% 49 42% AB POST CAP �.� N�w J POST BASE 3.00 27% 20% 17% 46 39 N. • , ' " T 40 G C� B N� 039825 y0� REO'D CONNECTION TM"Me 0 TOP do BOTTOM M''d� OF CRIPPLES Top Fda Strol°ht T SIMPSON STRONG-TIE rl0d a-]6d 4-toe x 1 LSTA12 F"� T.Ikfi_ Te Me 11-]Od e-ed x 1 1/e e-ed x t SW 24x8 -RF PROPOSED POOL CABANA FOR: (2ND FUR.) SP4 ELIZABETH KAYE nssxnere & PETER NEGRI t 6-10d X l 1/e �1' 1 REQ'D CONNECTION hh, ' ® TOP & BOTTOM REQ'D xx I�� I OF WALL STUDS CONNECTION 0 LTne EEHAA�CCRH� END OF •st- �1APSON STRON TIE NSTA36 S►! 9775 NASSAU POINT ROAD REQ'D CONNECTION ® 10-10d FASTENERS LFTA ssteners F•st.ne s BOTTOM OF HDR. STUDS 5 TO EACH MEMBER Fs e610d tdd KAte CUTCHOGUE, NY 11935 I It 16-106 6-IOC 6-16d SIMPSON STRONG-TIE �` I,i SISI FT LSTA12 STHD10 HOLD DOWN l'I LNU TIO SIMPSON STRONG-TIE NAIL THROUGHIzl 'D LSTA12 WINDOW FLANGE USINGISIMPSONC AND UTIESAW/FAS EE TIE NEO S�Contr°ctoISTS t r•s Cholce STANDARD B�roP�'s. � TES IN ACCORDANCE WITH PUBLISHED (Frowded; MANUF. RECOMMENDATIONS. A3SF use Bdx 1 1n1 a; r-OLPLIFT CONNECTIONS FOR OPENINGSn HEADER TO STUD WINDOW TO WALL ANCHORING „e n.l. 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ENSURE GATE IS \ NYS POOL CODE EXISTING AC UNITS ON COMPLIANT. ' z MA$=cTN T�H UfitXrfC'tiNARCHITECTURE RCHITECTURE CONCRETE PAD 104 10TH STREET GARDEN CITY, NY 11530 A 314.402.4269 MHUX@OUTLOOK.COM WWW.MATTHUX.COM E \ EXISTING WALKWAY W.W. � EXISTING f SEPTIC SYSTEM W.y F �o EXISTING OWPLANTING BED TO REMAIN I_nNWEXISTING EXISTING WALKWAY STOOP zMMWUW"**SITE PLAN NOTES*** BASE MINFORMATION BASED ON SURVUPDATED BY L A NATHAN TAFT CORWIN II ON AUGUST 18,2017. EXISTING VARIANCE GRANTED VIA RESIDENCE EXISTING ZBA DOCKET#7128& FIFE: 40.35 ON-GRADE TRUSTEES APPROVAL GRANTED 04/05/18 MASONRY PATIO SITE PLAN BY MARSHALL PAETZEL LANDSCAPE ARCHITECT (SEE SEPARATE APPLICATION FOR DETAILS;INCLUDED PROPOSED10' FOR REFERENCE ONLY) NON-TURF BUFFER (39.79) TOP OF BLUFF AS PER NATHAN TAFT CORWIN II EXISTING EXISTING EXISTING SURVEY DATED COBBLESTONE DRIVEWAY PLANTING AUGUST 18,2017 CURB BED (39.73) + I EXISTING C 4 DECK X; .5NDS 9"X 9"CATCH BASIN OREMAIN EXISTING EXISTINGTREE EXISTING IN PATIO WITH BLACK GRATE (TYPICAL) TEP; APRON 402 1+ 5 0 5 10 4"SDR PIPING FROM 0.06 Q� EXISTING+PROPOSED GATE CHANNEL DRAIN+CATCH BLUESTONE STEPPING STONES BASINS TO DRYWELL el! QO / ; X0.23 %. 38 ry p ♦ / 1 Scale 1"=10'—O" NDS MINI CHANNEL DRAIN /N ■ - IEl � _ [ _ _ _ -11] PROPOSED VDIA X 4'HT. 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IN LAWN WITH GREEN GRATE YP) PROPOSED TRELLIS OVER 4"5DR PIPING FROM PROPOSED BLUESTONE EX.AC UNITS CHANNEL DRAIN+CAT'CH STEPPING STONES BASINS TO DRYWELL LEGEND PROPOSEDAREA OF PROPOSED ® /�KARCHITECTURAL INTERVENTON 20'X 40' PROPOSED POOL PROPOSED VDIA X 6'HT.O POOL DRYWELL TY LINE O3982 0GATE+FENCE PROPER COPING ELV.40.4 EXISTING VINYLB DW-1 BULKHEADSPIPING TO BACKWASH DRYWELL BY POOL COMPANY TOP OF BLUFF PROPOSED POOL +40. 40 i PROPOSED EQUIPMENT PAD RAISED MASONRY HIGH WATER MARK PROPOSED POOL CABANA�V F•O/R :�• PATIO -' � NDS 8 DIAMETER PROPOSED 4'H.CHAINEZ DRAIN PIPED TO DRYWELL ELIZABETH KAYE 5 - EXISTING CONTOUR TO MATCH EXISTING EXISTING BOULDER & PETER NEGRI0.25 S PROPOSED CONTOUR RETAINING WALL TO REMAIN X(s8.s) EXISTING SPOT ELEVATION 9775 NASSAU POINT ROAD CUTCHOGUE NY 11935PROPOSED 40 �40.o PROPOSED SPOT ELEVATION ON rm ® STEP 50 e EXISTING TREE TO REMAIN SITE PLAN EXISTING BOULDER 0. 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I I I RELOCATED QCISTING ALT DEMO/P.EBUILD TBD AFTER V.I.F. 1 AC UNIT / \ MIN.PITCIr I 1 I I " 4'CONIC.SLAB ABOVE TOWARD$ I 4"CONIC,SLAB ABO�/E I I o NEW CONCRETE AC PAD / \ N (6"x6",6/6 GAUGE W.W.F) L.A.TREN H (6"x6'6/6 GAUGE W1W.F) oQ I ON G'GRAVEL FILL ON 90% � ON 6"GRAVEL FILL O!)1 90`% I :�. I to FOP RELOCATED NSER UNITS NORTH COMP.FILL; DRAIN I COMP.FILL I EXISTI ATION \ I I PITCH SLAB MINIMALLY TOWARDS I I 1 I I 1 / \ FRENCH DOORS FOOTING TO REMAIN /CODE COMPLIANCE TO BE FIELD \ 1 VERIFIED BY G.0 lux \ \ I L —. - - - - - - - - - - - - - - - - -i L .- - - - - - - -L - --I — - - - - - - - - - - - - - - - - - - - - - - `♦ - - - - - - - - - - - - - --1 r - - - - - - - - - - - - - - - - K-- - - - - - - - - - - - - - - - - - - - - - - - - - - - I ,�`♦ \ / UNE OF EXISTING CONCRETE AC PAD I � / I I TO BE REMOVED I EXISTING KITCHEN \ I I I I `♦♦ I� \ \ EXTC3 GARDEN RM I EXISTING GARAGE NO ALT \ \ TO REMAIN I I NO ALT I / ♦♦♦ i EXISTING 4"CONCRETE SLAB EXISTING 4"CONCRETE 5LAB I EXI5TING O CONCRETE SLAB ,`� z TO REMAIN \\\ \\ TO REMAIN I I TO REMAIN \ \ I I I I Q f/ I I V I I W KEY PLAN z 1 D FOUNDATION PLAN 7D SCALE: NTS SCALE: 1/4"=1 1-011 SCOPE OF WORK TO BE PERFORMED -_-- - - -_- -fill; � _ - - --=__ ----_�_- II 1 16--0" 1 1 1 1 II11 Iill I I 1 1111 1111 I 11111 1111 I - I�I I�I C I Illi jlli 1 I Ij Iilj ILII j I IIII iill I I I !fill illi 11111 Ilii l 11111 IIII I y _ 11111 III11 I `��, 11111 IIII 1 0 F.FL. -0' 4-1/2" 1t Im IOIL F.FL. -0' 4-1/2" ELEV. ( 11111 I f 11 1 ELEV. j llij jlll j 1 1111 1111 I R GREENHOUSE a Iitq 1 SCOPE OF WORK 11111 BRICK PAVING SET 1111 I TO BE PERFORMED I j j I i i IN PEA GRAVEL BASE V I I I SCOPE OF WORK I i i l j TO BE REMOVED i TO BE PERFORMED 11111 GREENHOUSE WALLS/ i : . %' _ _ ___-.. _.. .... ��p AR e WINDOW \. 1 1 111 ROOF/FLOOP. •�� C•�� WELL 1 IIII TO BE DEMOLISHED; 1111 I r____-----71- ! / -PI` mFAmCATER. ALUM IwLIM_ E,____: c� v/ J. � T I I I I 1 INT FIN15H WALLS TO BE REPLACED; 1 I III 1 I y I i FOUNDATION TO BE PARTIALLY I i I I F.FL. -0' 2' DEMOLISHED,SEE FNDN PLAN i 1 I 1— \ I I i l 1 111 I I I 1 ELEV. r 1 I i 11 tEi \ I IIIA 1111 1 I I AC UNIT \ i I I I 1 1111 i I AC UNITS TO REMA N _�G�TC-I _Sal P�01'fo M P�.:GARAtSI E 12A7✓'* rE RELOCATED I I I fL+TJI I r \ I I F.FL. -0' 0" I'I' I I L —I— J I CafZE�NHoU. ..Iul�+f�UFA 7Ufu g B r \ I 11111 ELEV. IIII1 I 1 I } I I 0 82 IfAD TO BE�ORTIONDEMO F AC OH D EXISPING AC AD TO REMAINRS EXISTING DOOR OPENING TRIM/ ,, \\ ) ------------- CA51NG TO BE REPLACED 1 it PROPOSED POOL CABANA FOR: F.FL. -0' 0" OL ELEV. I SCOPE OF WORK It rr i I I I 1 -T .' x4. -THK�p1�L11�G( . ELIZABETH KAYE V. r S AIR UP TO BE PERFORMED d �oNG�_s�(.G -W��13GHC.Ir & PETER NEGRI r \ 2 SERS _ r \\ KITCHEN �\ ri \ GARDEN RM I I GARAGE I + I a I Ilk 11 `\ CERAMIC TILE FLOOR \� r \ CERAMIC FLOOR TO BE REPLACED; i i , ! IGK:�i4Gi�l 9775 NASSAU POINT ROAD r• I ) , n \ WALL FINISHES TO BE REPLACED I +`; 61 \ � wi GwB�' I 1 -ti>.W!2� CUTCHOGUE, NY 11935 \ tp � I m 3NeU ------ --- ELEV. DEMOLITION/ \ r' SS SINK E CfOP; _ -' ' ' ._ - \ NQ ALT / tztaK-�'A�/ 1�,5 v1•1/►N-_P�A:GI6 ~ \ aNa.: ot,rNeATIC FOUNDATION ,' ,', 1 1 �, �J'"GAN�5G�4p�-.EAf�aWG.ON CoA•1F'AG'T� '• , �-1"V 5 PLANS r CLO r./ — _... .: __SR1•tR--+GN�Co��l P���'�tti_:Glz�•/GG�r--r •�. r zn ? � ------- --- --_ - - -- - - fit•' SCOPE OF WORK - T ,•:• _- __;.r—--_ "_=-- --. -. _ : +'�'. TO-BEYERPORMED----- DRAWING CONTENT: r ,� V DATE: DRAWN BY: A r r' ,� �� PANTRY CERAMIC TILE FLOORUP APRIL 2017 ACK HAL ' r 2 RISERS SCALE: FILE NAME: CERAMI TILE f10 r 1A EXISTING/DEMO FLOOR PLAN 7A EXISTING/DEMO GREENHOUSE SECTION (REFERENCE ONLY) AS NOTED SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" 17-08 A-3 PROJECT#: I PAGE#: 1 2 3 4 5 6 7 8 9 �-,J r r 1 I- ' J -1�_ITJ i_ I ,J 1. _ _T, T1.1_. REVISIONS&ISSUES --T '_ r I-L_ i_-.i _I 1_ _(_ .� \ { 1_.�L_1. _L. - L T _i -T,-l. --T # DATE NAME \I t. t T Z. T_ _ 1 I T C I 1-. 1 - �- � II I � T I- I 'It \ \ iI II T I I i 1 10/20/17 ZB A SUBMIT I � 1 I I - I II II r- AND NG l Al I I I I I �T ST I �E M 2 i I oa: I- L_ � _ >-_r r .-moi.�-r i 2 04/09 . : - /18 B / DEPT SUBMIT 1 RED COPPER. _ 1 7 , - N and ND YM STANDING FAM2007 - O 30 U E ENT ND NG 5 z I r, RI I � " DGE - 11 ON Olb FELT ON 41b 5UP 5H i COPPE OOF ` I EEl" i I RED R R : I I 1 N 2X6 STRUCTURAL DECK ON 30 mil UNDERLAYMENT -- 1_ ON I I I I I �� I I -� V. 1 1-1 I I T I ELEV. 3' I I 2 , I I 1 I I , _ ,�f i X11 --- �~`� - - ,i : ON 301b FELT 41b SLIP SHEET i ON _ - I II' I' 7 2 �_ I I_ I : I I - - -- ON X6 T DE I - RUCTURAL GK I - 5 I _ � 1 I 1 I - �.' L_L..T T T_- Z T_L.. T 7_ T_ IT'r L TZ' � - -1--f_.- [_ r o _ - T — - T I I I - — I I - L._ -r-L-T-r-,-1-7 1-_i.._I T17 T,T,.[ .T [�-'I I, .. I [_..�, I ' �'50 ED IVEK DrAPA5 AND J Ell 1� � 1_;�I I � , ! I I I i L.L1.r7� i-r-.f 1I I1: I - i HDR HT�-_i-, I. 1 d._r_. d 4 I I I ! ELEV. 7' 2-1/2" I I !I ! I ' I s 7 T.1 r.1 1 L T �_. r _ L SHIPLA�` / \ 1,-J , i� ' i , ` l -i ._' J_ 1 it _ I 1 SIDING J _ L 1 1 L T -r SHED D OR AND 1 '5HIP SIDING r T 1 T r - f = 1- L L 1 r L_'_I T - L COLOR MATCH J r _f EXISTING DOW TRIM R F�T L l J Tj r "_ r Tr 1 ( \ �_..� L T - C � T. _ - 1 'D - T C UNIT ACU IT r _.L, r T FRONT (EAST) ELEVATION T - -�1 .T r__r 1 r L_ MATT H UX ARCH ITECTU RE _ Tri/ `.-1 ._I � _ _ __ 1 E 1 _ - / T� �.T;� 1_' . !FLO r _r 1_r 104 10TH STREET SCALE: 1/4"=1'-0° LOUVERED SLATS; ELEV. U 0" GARDEN CITY, NY 11530 BRICK WILL WALL BEYOND LOUVERED SLATS TO MATCH EX15TING HO 314.402.4269 BRICK FACADE; M H U X@OUT LOO K.CO M DRYER VENT IN5TALLED IN FACE OF BRICK WALL VIMNV.MATTH UX.COM E TERRACE AND POOL PER L.A.PLANS d0 2 STANDING SEAM 20oz STANDING SEAM 200z RED COPPER ROOF RED COPPER ROOF �P ON 30 mil UNDERLAYMENT ON 30 mil UNDERLAYMENT DXI5TING 40 YR ASPHALT RED COPPER GUTTERS t IDBS ON 301b FELT ON 41 Ib SUP SHEET ON 2Olb FELT ON 41 Ib SLIP SHEET SHINGLES ROOFING ON 2X I O ROOF RAFTERS ON 2X6 T4G STRUCTURAL DECK STRUCTURAL BEAMS; 2x4 CEDAR TRELLIS MEMBERS lux ""^'�°''^1,„�,��,, ,.,, K EXTERIOR BOX 'O.C.) OVER 30#BLDG PAPER ^---ry RIDGE VENT AND 3/4'THK ...��.E 1. .._: ._. _,_: ,:.,.„ . :.._ . - ._ ...,•e _ EXTERIOR GRADE PLY.WD.(Tl'P) NEW LDR NEW LDR -- ~ I , EXISTING ROOF FLARE - I TYP. j II I I III I _ w I I' I I I , I I 1 RI ------, STANDING5FAM20oz I I I DGE , - S D COPPER ER I 1 O ROOF I v. 1 1 1 I I I ELEV. 3' Z” o I I � I j I w� ON 30 and UNDERLAYMENT i - Z i I I' O [� -- 1 2 - N I 12 2 w I ON I : 301b FELT ON 41b LIP H 1 5 SHEET I 9 N ON 2XG STRUCTURAL DECK 4 o[ L- -� -- -- 'J to� U"� iL I III I I I GD lD LER LDR Q AZEK RIOR TRIM ' rL K ERE I -__-- --_ --- --- -- - - - -, _ _ 1 I I Y TYP I _ r M r r r t ryTTT - -i rl T- --- --- -- -- - W r r I [TJI I' �' 1 i" I -- i I C' 1r 1 i'I II I� Ir I - 7 C 1 � i 'l � II - — 1 I : I, I , r ' 1 ' ' � h I I 1 I I I I. III III I I I I! II I I,! I III I� I I II I1 II II I� I, y ! I I t i _ - --I - - - - - - - - l 1 L f__1. - I-'� � ,I -- '-�G T� ;—rr' . - -ter -r - - - - T - - - -- - - r -- - _ -�-- --_.i - -- I�T I Tr r'I I I r� 1 r �'r' _ � ' _. .� _ .1 . Y 1 -r T �r YI (. ..., .,.:r I...,...r..w,.:r.r...,.,.`*..r.,.:. .I . : .L �,ter . Zr _ 1 1_l : T .:..:I�. Iyi 1 J : I II 1 1 7 I iI , I r - - I._ I--� -I _7 I "l,- � HT 1TL I I i t "T ED V T 1 !I f Y 1 1 11 �. -r- __ i _, __ I rl � I I I I I l l 11 � I I I I I iT � r�-r I� � I � ,r�� ' r D r : I , I -,_, _ _ I l - I_' -1 - III rl I I I I 1 �� II � Ir I T1. T-11r `1 - 1 - IIr i - - 1 - - rit -- ' �I 1111 I r 11 In I I Ii11 Ii ( r r ,,i r_ rr 1 I l , I, 1 ii_1 �� -"1 [" I I - - - : I'r��1 I �I �r l� I I rr r� i7 �i 1 I r _ ; _ ?1 ; I rABOVE -,I - - - I' - T - - �_- i' -I, -Ir ADDITION 1 I _III IC i 1 Ili 1, I 1 AN: I � --.. __ 1--I�-._ :--,,_- ,,' T. ,� , i� -r r ,-r_',� _ �r' 1,-II- Y l N L;NEW ROOFI ; I _ i '1 -- . I r i I I I l 11l F P I 1 i 'I I r ri IT I !� it i I i�i i I 1 --r � '_,- MATCH P r, t •; --r � - - -- rl � - - - - - -- - - r SLOPE �rO 1 �'-. -7 r--I - ' :.� �T+ r r 1 �T �i I i I i rl I --- --- - __ _ _ rJ__L__.L J_� � I i_T l lTI -I III --i -i- 1-- - - _ -- 91 "C li 111 X17` _a- Irl I �r' l' I I 1 rl I _ �- - I - I f I1 I s � I I z r�- I I ..- 1 1_ I r r� W ll - -, 11 i Irit CI l 1 l fl I7 f� iC l Irr it I �_ _ r -i1- _. .- r-.- Y- -' ' - - - - ,- , --`-1�-- - i - _i.. r _L,_ - T 2 - LOUVERED SLATS ? r. 7 II I� - C l _J - - - - - - L IJ-11 _- - Il ll II Il r1 1 l i 1 1i l 11 ii 11 C r - _ i t I I l i i l r 1 1 C i1 r l �. I , f I T � J ,,. . I -� rr- r- �, . �.',-�- -,, -r, I h - r -,-, - L 1?_, I _T�_ �_L =r_ I Z:.L_ �L.' 1 I I � I -r I I I �f iI' � I �' - - -- - C �• iL I - 11 -- 11 - - - - 1 I I II I I . i rI II �I - _I 1 i II i T I i i i I I III (�I ' 1 r 1 I ' III z, � r� . ,l ! �_ < < .� , 4 T 11 `I -r l L I [- 1r' r I T r1 r I� l 11 i i'I ii t 1 r r 1 r. , 1 I II T I it I rI i ii Ill - �- - ,.- - - - - r -- Y., .'' - FTFLOOR1 i' I 1 1111 l 111 , r,ll TT 1 r� i N • I I I � T i� l�l �i �l rl l 17 r1_ i I I� I� 1 I i I' i _I Ii ri � v, - -' - - - _I - it I T H i l t l i r 1 I r l I r Y r i` r �r I' 1 �r _;U`.= + __! D T _ i i f C i i1, �.� I ,,I I I r-'' I ; I '� r 1 -1 1 I 1 Irl l rl 1 r Il- ( rf� r T - _ -- - - - _r 7; Tri II ill � Ir- 7 I �rr� �-I lII iili it1 i_TY 1 � I I I i ' I r is - I I I 1 � I I I I 1 I I;ri BLUFF SIDE (NORTH) ELEVATION �I�,il �I�, 1:111 I ., r 7C 1 I.I I_I_Irr 1-1-7 r . r i 11 r'I I_i Iil PROPOSED ROOF PLAN 1 lr�L1r - 1C II 111111 II III III IIII ,I IIII 1 I . SCALE: 1/4"=1'-0" C TERRACE AND POOL BY L.A.;SEE SEPARATE APPLICATION BY MARSHALL 15'-913/16" PAETZEL 10'-61/8" 19'-10 5/8" OL F.FL. -0' 4-1/2" s ELEV. r RA15ED BY L.A.TO 71/2' V-0314" 71 d02 PATIO BYI.A. OUTD SHOWER O(X) W4 PATiO BY L.A. 2x4 CEDAR TRELLIS MEMBE T2 W2 WI Ti T2 W2 \. 60 NEW LEADERS TO BE 24 24 72-1 72 24 24 11=1518" 11'-1 5l8" GXG WOOD COLUMN PRESSURE TREATED CONNECTED TO PROPOSED POWERLAM P05T+ECGCCT 5IMP50N PATIO DRYWELL;SEE SITE 77-I/2"x7-I/2'E)(TERJOP BOXED AZEK) \ SID ARC 112" 41/2' / � 41/2" 2 4112" j 4112" 71l 112" 4112" 41/2" III AND L.A.SITE PLAN 2-0 5/8" 5'-0 518 \ 2-0 5J8" 4'-0314" 2 5J8" 5'�1 /B' 2'-0 5/8' 4'-0 3/4" 2-0 5/8" 5'-0 3/8' 2'-0 71 4'-0 3 71/2 ��`` N�W J — - ', ti E \\\WINDOW \ m \ ! It,'� WELL \ \ I r \ I 1i I II " " I I , T . T2 � � 2.6118 -- -� 5-45/8' 2'•3 2'-10 3/4 1.10 101-6118' 7.6 51 '$1/4" 24 24 4 \ 'I I ji I - U U DRYER/ o� O SHELVES °d O CONIC to io ABOVE E i/ t'S Cfi TOIL '�QD- STORAGE \ E'LE ex B LINE OF e� F.FL. -0' 0 •� I \ � o RIDGE ROOF PROJ. ELEV. io STANDING SEAM `V T3 W3 � F.FL. 0' 0" IAC NI I A UN 2 AC UNIT 3 C NIT ao V. 1 1 1 \ ELEV. 3' l RED COPPER ROOF' 1 / \ " ' � 12 48 48 4 I I ELEV. 5 PLYWOOD SHELVES I I v I r j I I ON 30 and UNDERLAYMENT I� F , 1 11_llNll ON 301b FELT ON 41b SLIP SHEET � ---_ -- -+: L PAD TO BL ARTtALLY DEMOLISH D P D D 9 I. I I I i I li \ : PR _ 1 _ _ OPOSED POOL CABANA FOR: ELIZABETH :. III _- KAYE 1A 4 L,- - & PETER NEGRI F.FL. -0' 0 r V. 7A A5 A A5 I ��__7 ri "`---- ^ � XED AZEK BEAMS AND HDR HT i T-_w ; T - 1 ELEV. 7' 2-1/2 9775 NASSAU POINT ROAD 1 r I. I -- CUTCHOGUE, NY 11935 EXI5TINC3 KITCHE EXTC3 GARDEN RM EXISTIN13 C3ARAGE L 1 �, I-- 1 d -i I _l I I I I _ _ 4 NO ALT TO REMAIN;NEW WALL FINISHES NO ALT l ; I, -- - ---- - — i - I. 5 AIR UP 1 -. -- ----- 2 SERB 1. -1.. i. .;I J .! ! ! 5HIPLAP \ SIDING OIL F.FL. -1' o" z _, _. 1-., r - - FLOOR PLAN/ 1- 1- 1 ,_L I rTrls. L_ r-'- i_i i 1 L" T - J -- -- -- SS SINK _ Ta I � _�- 1 T- 1---._ i + f ��, - 1 \ ELEV. TO REMAIN --- - : � ROOF PLAN/ _L' i -- ELEVATI N �' r i �' 1 r - AC UNIT -- LOUVERED SLATS 7 T-7�-r- r L- _ --- BEYOND SCOPE OF WORK - f - -t1�' I" ` -'- -r F FLOOR DRAWING CONTENT: or FEIRTOKMEL; ELEV.0'-0" DATE: DRAWN BY: A APRIL 2017 PANTRY CERAMIC TILE FLOOR [T] UP SOUTH ELEVATION AS NOTED FILE NAME: 1A PROPOSED FLOOR PLAN ACK HAL 2 RISERS CERAMIC TILE FLO SCALE: 114'1 7A SCALE: 1/4"=1'-0" 17-08 A-4 PROJECT 9: PAGE#: 1 2 3 4 5 6 7 8 9 WEEP POLYMERIC SAND REVISIONS&ISSUES # OVER CAULK WHEN WET (COLOR TO BE APPROVED BY LA) DATE NAME 1 10/20/17 ZBA SUBMIT 1 FOAM BACKER ROD WITH 2' 7i iz 2a ;�\ W2we so 2 04/09/18 BDEPT SUBMIT 1 CAULK JOINT s'-r 2.1"'� 4,_," A"fl'g t•• BETWEEN TRENCH RENCOH DRAINTIN + ACO DRAIN ACO-06750 D-1,:, D-z„', yD=z a 9'I g AFF— — — ,� co — m cnp O — — —�� — — — —P_5 2,_51 — — — 2 _ _ _ _ POOL HOUSE WITH ACO GRATE (ACO-95545) 30 ��° 1 L F (SEE ARCHITECTS PLAN) POOL HOUSE FOUNDATION 1”STONE PAVING SET'HAND TIGHT' rID� I - - — — — — — — — — —WITH g"'MAX.JOINT SIZE SWEPT __ _� WITH POLYSAND _ Ro - - - COLOR TO BE APPROVED BY LA) `IQ tAQ - SET 1 a'X 6"CONDUIT IN SLAB+ FILL _� a 4 8 — WITH 8'CRUSHED STONE EVERY Z412 llllllzz4z,"Z 48"O.C. BOTH DIRECTIONS SO WATER - --- ° -" %— MAY PASS THROUGH TO GRAVEL ------"-- T o 1" FINE SAND = = TG - m IST FLR F.F. =; ED Q'_o11— — — — — - - LEVELING BED ELEV.O'-0" — — — — - - _ E G — — T- _- -- 5'0 II I_II—II II III I_-I-III-I II L —j —i 1—=-I 1=.;I ( r 4" POURED CONCRETE SLAB 5_la - -- I , —' --III---1 = AT 3,500 PSI WITH nPE: iia°soup cow DOOR5 ROUTED(a3 HAUNCHED EDGE G"O.c.W/V-GROOVE BRAND MARVIN BRAND MARVIN BRAND MARVIN BRAND UPSTATE OR EQUIV HINGES: TDD TYPE FRENCH DOOR TYPE CASEMENT TYPE CASEMENT TYPE EXT SOLID CORE MATT HUX ARCHITECTURE REF: CUOFD5070 REF: CUCA2460 OPERABLE REF: CUCA4860 FIXED REF: 2-1/4" THICK 104 10TH STREET = --I -I I_I—I =III- #5 REBAR DRILLED 6X6 WWM STEEL LOCATION: DATH/STORA.GE FINISH INTERIOR PRIME REF: CUCA2424 FIXED REF: CUCA4824 FIXED FINISH: INTI EXT PRIME __=__ 1�'',-1 INTO POOL HOUSE REINFORCEMENT OPEN: SLIDING QTY: 1 UNIT FINISH INTERIOR PRIME FINISH INTERIOR PRIME GARDEN CITY, NY 11530 QTY: 1 UNITS =I I- „ HW: T3D QTY: 3 UNITS QTY: 1 UNITS NOTE: V-GROOVE ROUTED AT 314.402.4269 -_: I- FOUNDATION @ 18 O.C. 3 SWING: PER PLAN NOTE: BOTTOM WINDOW NOTE: BOTTOM WINDOW INTERVALS TO MATCH ADJ. SHIPLAP; MHUX@OUTLOOK.COM j— ' 4 THICK a CRUSHED STONE BASE VIF DOOR SIZE WWW.MATTHUX.COM OPEN: tERIGHRED GLASS OPEN: TEMPERED GLASS 2 LEFT TRA N``OM TRP N5C;'.,1 TrAN5Pt,7 E �E TYP. TRENCH DRAIN IN PATIO @ FOUNDATION BRAND MARVIN BRAND MARVIN BRAND MARVIN TYPE AWNING TYPE AWNING TYPE AWNING SCALE: 1"=1'-�" REF: CUAWN6016 REF: CUAWN2416 REF: CUAWN4816 FINISH INTERIOR PRIME FINISH INTERIOR PRIME FINISH INTERIOR PRIME QTY: 1 UNIT QTY: 3 UNIT QTY: 2 UNIT NOTE: FIX NOTE: NOTE: 1 OPEN: FIX OPEN: FIX Tux DOOR SCHEDULE WINDOW SCHEDULE SCALE:1/4"=1'-0" SCALE: 1/4"=l'-O" P11o�Foxe \\ Z Q \ m I I \ Q End Closure \ EXISTING (HOUSE AND EXISTING HOUSE AND UPPER ROOF UPPER ROOF Al \ STANDING SEAM 20oz V I MDA11X �- STANDING SEAM 20oz RED COPPER ROOF Drip Edge #12 x1I \ RED COPPER ROOF ON 30 and UNDERLAYMENT W \ ON 30 and UNDER.LAYMENT ON 301b FELT ON 41b 5L►P SHEET 7 I I \ ON 301b FELT ON 41b SLIP SHEET ON 2X6 STRUCTURAL DECK L \ ON 2XG STRUCTURAL DECK 2X I 0 RR W/ \ 2X 10 RR W/ ROOF SLOPE DETERMINED BY -- \R-38 BATT INSULATION ADJ SIDES OF HIP ROOF; R-38 BATT INSULATION I \ @ CIL ROOF SLOPE TO MATCH @ CL l EXISTING HIGHER ROOF - _ _ _ _ _ RIDGE CSC TO PROVIDE RIDGE VENTING ELEV.V. 13' 1 - 1 2" f�1DGE VENTING / AS RSQ'D AS REQ'D \` - - - - - - - - - - - - � \ 12 ROOF E13GUETAIL �I 4 2 ; �l I, I _ ROOF SLOPE DETERMINED BY — ---- - ADJ SIDES OF HIP ROOF; - ---- ROOF SLOPE TO MATCH �L — COPPER GUTTERS, TYP. EXISTING HIGHER ROOF m C12 1-1/2"AZEK RAKE BOARD 1-1/2"AZEK RAKE BOARD - 2 m (3) 10" LVL BOLTED - --- �"AZEK FA51CA BOARD N 4 - (3) 10" LVL BOLTED _,—.T _ HDR HT 4"AZEK FASICA BOARD °I - ----- 2X8 ANCHOR BOLTED N ---< ----- ---- THIN VENEER BRICK TO I f _-- 5"AZEK FA51CA BOARD ---. ----- INTO EXISTING BRICK 4 MATCH EXISTING ON (2) (31 2X6 LVL BOLTED LAYERS WRB ON 4"PLY; PROVIDE WEEP 1 -' ' _ --- - - --- SHIPLAP - - --------- v (4) 1.5 WOOD SHELVES SIDING �'° ---- -- -- -- --- 'SRC N Q \� �N�W J y BY GC R-19 BATT IN KOHLER -- --- - - -- -- O DC7 s G C� KI3609O0 - - NDS MINI CHANNEL DRAIN NDS MINI CHANNEL DRAIN CE MIC TILE ON THINS - ---- - -30 -, C C TIL "ON HIN5E1 BY LA; SEE DTL I E/A5 UN JAUL) 0N.311 PLY BY LA -- - B TERRACE BY LA; d LG GAS I ------- --- — AC UNIT ----- ---- 2x6 � � 6 y0 ---- �--- --- -- - - -r--- DRYER 03 g 2 TERRACE BY LA; LOUVERS ' 3 " - BEYOND TO BE FLUSH W/INT FFE -- --- ---- -- - W/INT FFE I __I� -- - - O F FLOOR q d q ° N / 'i, a e PROPOSED POOL CABANA FOR: ELIZABETH KAYE 3"A/C CONC. & PETER NEGRI 51MP5 ° FOUNDATION PLAN BASE ° e 9775 NASSAU POINT ROAD CUTCHOGUE, NY 11935 RUBBER WATERPROOF RUBBER WATERPROOF v; DAMP PROOFING o 040 12 0 SONOTUBE; I I DAMP PROOFING �:=- o o°o I I q .L DEPTH TO M L - SECTIONS/ i-I/2" RIGID INSULATION I-I/2" RIGID INSULATION ° (R-7.5) BELOW GRADE 4"CONC .SLAB ABOVE (R-7.5) BELOW GRADE ° CONIC VAPOR BARRIER (6 xG" G/G GAUGE W.W.F) SCHEDULES AS PER NYSRC R40G (GNG" G/G GAUGE W.W.F) VAPOR BARRIER I'-G" ON 6"GRAVEL FILL ON ABOVE FOUNDATION 1=6 ON 6 GRAVEL FILL ON AS PSR NYSRC R406 BOTTOM OF NEW FNDN TO 90%COMP.FILL BOTTOM OF NEW FNDN TO 90°10 COMP.FILL MATCH EXISTING; DRAWING CONTENT: MATCH EXISTING; EXISTING HOUSE EXISTING HOUSE GC TO VIF CODE FNDN AND FLOOR TO GC TO VIP CODE FNDN AND FLOOR TO COMPLIANCE REMAIN; ADDITION FLOOR TO COMPLIANCE REMAIN; ADDITION FLOOR TO REINF. CONC. FOOTING BE F DATE: DRAWN BY: A /(3) CONC. FOOTING BE F w/(3)#4 REBAR5 CONT. W/EXISTING w/(3)#4 KEBABS CONT. W/EXISTING #4 18"O.C. VERT. APRIL 201 #4 (8 1 R"n-r. VFRT. @ SCALE: FILE NAME: AS NOTED 7 7 1A ECTION 1 4A SECTION 1 SECTION 3 SCALE. SCALE. 17-08 A-5 PROJECT#: PAGEM 1 2 3 4 5 6 7 8 9 REVISIONS&ISSUES # DATE NAME REScheck Software Version 4.6.4 1 10/20/17 ZBASUBMIT SUBM 2 04/09/18 BDEPT SUBMIT 1 R-38 BATT Compliance Certificate fficiency ■ ■ ILI cate F Project Negri Cabana � � Above-Grade Wall 1.9.80 Energy Code: 2015 IECC Below-Grade Wall 0.00 Location: Cutchogue, New York Construction Type: Single-family Floor 7.50 Project Type: Addition Ceiling / Roof 38.80 1 su B 19 BATT Climate Zone: 4 (5572 HDD) Permit Date: Ductwork (unconditioned spaces): Permit Number: 77. Construction Site: Owner/Agent: Designer/Contractor: Window 0.30 0.17 9775 Nassau Point Road Elizabeth Kaye and Peter Negri Matthew Hux MATT H UX ARCHITECTURE Cutchogue, NY 11935 9775 Nassau Point Road Matt Hux Architecture ' Door Cutchogue, NY 11935 104 10th Street ., . E Y 11530 1 TH STREET GARDEN CITY, N Garden City, NY 11530 314.402.4269 �uw RUB ER WATERPROOF 4 DAMP PROOFING . i I I/2'RIGID 314-402-4269 �W LLQ N -12 RIGIDtNSOOFING INSULATION Heating System: MHUX@OUTLOOK COM / mhux@outlook.com (R-7.5)BELOW GRADE (R-7.5)BELOW GRADE MATTH UX,COM VAPOR BARRIER aVAPORBARRIER Cooling System" E AS PER NY5RC R40G AS PER Ni R4OG Water Heater" EXISTING HOU INSULATION TO Compliance: 9.8% Better Than Code Maximum UA: 92 Your UA: 83 Maximum SHGC: 0.40 Your SHGC: 0.17 REMAIN; Name: Date' The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. THERMALENVELOPE DIAGRAM It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home, Comments TU X Envelope Assemblies Floor 1: Slab-On-Grade:Unheated 46 7.5 0.722 33 Insulation depth: 3.0' East Wall: Wood Frame, 16" o.c. 158 19.0 0.8 0.057 4 ENERGY CONS. CODE z ENERGY ANALYSIS (PRESCRIPTIVE) Window 1: Metal Frame:Double Pane with Low-E 45 0.300 14 RESIDENTIAL SHGC: 0.17 EXTERIOR ADDITION /'�'� NO CHANGES IN USE, EGRESS OR OCCUPANCY W Door 1; Glass 35 0.310 11 RESIDENTIAL CLIMATE ZONE 4 SHGC: 0.18 North Wall: Wood Frame, 16" O.C. 74 19.0 0,8 0.057 1 ITEM DESCRIPTION PROPOSED DESIGN CODE PRESCRIBED Window 2: Wood Frame:Double Pane with Low-E 50 6'300 15 VALUE VALUE & CITATION D SHGC: 0.17 PROVIDE INTERIOR 1ST FLOOR: .618 W/SF 0.9 W/SF, C405.5, C406.3 LIGHTING (115 W/ 186) ry South Wall: Wood Frame, 16" o,c, 74 19.0 0.8 0.057 4 ite ®20we a=6 w yWS ' Ceiling 1: Flat Ceiling or Scissor Truss 46 38.0 0.8 0.029 1 3 type sm 0 15w ea = 45w W TOTAL = 115 watt 7 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other Z calculations submitted with the permit application. The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. PIPING PIPING SHALL BE THERMALLY INSULATED IN ACCORDANCE WITH TABLE 1/G-001.00 INSULATION EXCEPT: A- FACTORY INSTALLED PIPING W/IN HVAC EQUIP TESTED & RATED IN - , �� q ACCORDANCE W/ SECTION B- PIPING THAT CONVEYS FLUIDS HAVING DESIGN Eduardo OPERATING TEMPERATURE RANGE BETWEEN 60F AND 105F, INCLUSIVE; C- PIPING THAT CONVEYS FLUIDS THAT HAVE NOT BEEN HEATED OR COOLED THROUGH THE Name -Title Tig_nA6r161z Date USE OF NON RENEWABLE ENERGY OR WHERE HEAT GAIN OR HEAT LOSS WILL NOT INCREASE ENERGY USAGE; D- HOT WATER PIPING BETWEEN THE SHUTOFF VALVE AND THE COIL, NOT EXCEEDING 4FT IN LENGTH, WHEN LOCATED IN CONDITIONED SPACES. HEATING HEATING AT ADDITION TO BE BRANCHED OFF OF EXISTING SYSTEM; NO NEW EQUIPMENT REQ'D Project Title: Negri Cabana Report date: 04/05/18 TO THE BEST OF MY KNOWLEDGE BELIEF, AND Data filename: D:\_huxwurx\17-08 - Nassau Point Road\negri cabana - rescheck- 040218.rck Page 1 of 1 PROFESSIONAL JUDGEMENT. THIS APPLICATION IS IN COMPLIANCE WITH THE 2014 ECCCNYS AND ECCNYC USING CHAPTER 4 C TERRACE AND POOL PLUMBING FIXTURE SCHEDULE BY L.A.;SEE SEPARATE TOILET KOH LER 609-0 CI MARRON APPLICATION BY MARSHALL PAETZEL SINK EXISTING TO REMAIN OUTDOOR SHOWER OUTDOOR SHOWER CO. HC4000 �o 2 --------- APPLIANCE SCHEDULE OUTD 51-10WER AC-4o0oPAT10 BY L.A. DRYER LG DLG3171 W GAS DRYER EXHAUST FAN FANTECH PBW110 REMOTE ' • I I I I i' ADDITIONAL EXTERIOR I I LI BY I \ GHTIMI ID ARC --------- ---- I - -- -