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Home My WebLink About44498-Z �o��SljffOlkcG� Town of Southold 4/30/2022 P.O.Box 1179 53095 Main Rd yfjpao�� Southold,New York 11971 til f 40 CERTIFICATE OF OCCUPANCY No: 43029 Date: 4/30/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 55255 CR 48, Greenport SCTM#: 473889 Sec/Block/Lot: 44.4-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/25/2019 pursuant to which Building Permit No. 44498 dated 12/9/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including conversion of existing sunroom to habitable space,to existing single family dwelling(5 bedrooms) as applied for per ZBA#7396, dated 11/19/2020. The certificate is issued to Howell,James&Tartaglia,Anthony of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-0168 4/19/2022 ELECTRICAL CERTIFICATE NO. 44498 12/2/2020 PLUMBERS CERTIFICATION DATED 7/20/20 &2/18/21 eml Withjack Auth i ed S* ature TOWN OF SOUTHOLD BUILDING DEPARTMENT ;y a TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44498 Date: 12/9/2019 Permission is hereby granted to: Terjanian, Misak 6 Louis St East Hanover, Nd 07936 To: make alterations to an existing single family dwelling as applied for. At premises located at: 55255 CR 48,-Greenport SCTM # 473889 Sec/Block/Lot# 44.-1-9 Pursuant to application dated 11/25/2019 and approved by the Building Inspector. To expire on 6/9/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $257.60 CO -ALTERATION TO DWELLING $50.00 $307.60 Building Inspector SOUryo! 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 roger.richertCaD-town.south old.ny.us Southold,NY 11971-0959 �yCOUNTY,Oct� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: James Howell Address: 55255 Rt 48 City: Greenport St: New York Zip: 11944 Building Permit#: 44498 Section: 44 Block: 1 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: REP Electric License No: 46288-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 13 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 1 Smoke Detectors 4 Main Panel A/C Condenser 3 Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel A/C Blower 8 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt30a Emergency Fixture Time Clocks Disconnect Switches 13 Twist Lock Exit Fixtures TVSS Other Equipment: Split unit air conditioners consisting of 3-condensers,and eight blowers, 1-combination smoke/co detector,3-paddle fans,3-bath fans, 1-20a wire for future dish washer, 1-electric baseboard heater, Notes: 6-ARC fault circuit breakers Inspector Signature: Date: December 2 2020 81-Cert Electrical Compliance Form.xls U ovvC-I l BYRON PLUMBING & HEATING, INC. D� D 22 Munson Lane J U L - 9 2021 West Sayville N.Y. 11796 (631) 589-4847 BUrLDrNG DEPT. TO VIN GF 3CArr MOLD February 18, 2021 55255 North Road Southold/Greenport NY To whom it may concern: I the undersigned, certify the plumbing and heating at the above address is in accordance with The Town of Southold Plumbing code and the New York State Building Construction Code, and that 100% "lead free solder" was used for any piping of potable water. Byron E. Withj ack, Pres. Suffolk license # 1567 MP 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 eAsting buildings(prior to April 9,195')non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to.the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00. 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. 'Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: ` Old or Pre-existing Building: (check one). Location of Property: ��Z O��IM &)a-CA House No. Street Hkrdet Owner or Owners of Property: oar(\k10 i_UQ U C7C1 i/1 QUIr`1'�C/�l 0. Suffolk County Tax Map No 1000,Section_1 !-� Block ] Lot Subdivision fJ Filed Map. Lot: Permit No. Date of Permit Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final-Certificate: (check one) Fee Submitted:$ licant Signature 1 Of 50U1�,o # # OWN OF SOUTHOLD BUILDING DEPT. . H 765-1802 1 NSPEC ION [ ] FOUNDATION 1ST [ MH.PI_I3G._ZA_ brd [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ` ] FRAMING/STRAPPING [ ] FINAL [` ] FIREPLACE &CHIMNEY :' [.' ] ' FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCT-ION -j-: ]FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: t v�6r vwi boK/ DATES INSPECTOR ho��pf SOUTyo� . # TOWW OF SOUTHOLD-BUILDING DEPT.- co EPT.-co765-1802 INSPECTION ' .. _ [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND' [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL ] FIREPLACE &CHIMNEY [ ]' FIRE SAFETY INSPECTION [ ]- FIRE RESISTANT CONSTRUCTION' :[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) 0-,ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: $3P. 41eltIq DATE T� '�O INSPECTORC'�� * # TOWN -OF SOUTHOLD,BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G: , [ ] FOUNDATION 2ND [ ] ' SULATIO.N/CAULKING- [ ] FRAMING/STRAPPING [ FINAL [ '] FIREPLACE & CHIMNEY ` - - [- `] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]- FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ -] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: vhf Cowv- '14 s04 i v9-r ,S �l. �u✓J DATE ANSPECTORX • / 1 s � • • COMMENTS ROUGHFOUNDATION (1ST) --------------------------- VA PLUMBING ® 1: rNSULATI • • • ENERGYSTATE • / ® li m ' a alliA ADDITIONAL C2�!MENTS won WN,9 n��=tom c.JaXW'-ss �ffA4a�i 1 - l- • i� • MUM- wine � 'i�iJl , • �h TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971` 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502l Survey Southoldtownny.gov PERMIT NO. "l Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,20' Mail to: � Disapproved a/c Phone: ,Di (0Q Expiration 720 -•. ;- .��,,....;,,,4,1 ,�. ;} �rti. :l ui mg Ins cto . _. __ -- - - F --�,APPLICATION FOR BUILDING PERMIT Nov 2 5 _ Date 20 0I �p INSTRUCTIONS Gyp,,,!'DT 'a:7T— ,appiidation 1 iJST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the'premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire_if the work authorized hasnot commenced within 12 months after the date of issuance or has not been completed within 18 months from such.date.:If no zoning amendments or other regulations,affecting the property have been-enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a now 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;h6us_in'g code,'and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. uQ� (Sig ature of applicant or name,if a corporation) ailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. _ 1. Location of land on which proposed work will be done: 2� cbAA40 House Number Street Hamlet County Tax Map No. 1000 Section Block Lot' 01 Subdivision,-, r, / ; . Filed Map No. Lot �- 2. State existing use-and occupancy of premises and intended ue and occupancy of proposed construction: a: Existing use and occupancy -b: Intended use and occupancy ' 1 Q -' � 3. Nature of work,,(check which'applicable):New Building Addition Alteration_ Repair Removal-, Demolition Other Work ,Q.1( �1� �p '�� wak' (Description) 4. Estimated Costpf�(– Fee (To be paid on fling this application)•. 5. If dwelling,nu'mber'of dwelling units Number of dwelling units on each floor If-garage: number of cars- ' .� 6. If business,,commercial or mixed,occupancy, specify nature and extent of each type of use. 7. Dimensions of existingstructures, if any:Front 11-1,1 Rear �J�1�' �� Depth HeightNumber of Stories 1 :2 Dimensions of same structure with alterations or additions: Front f pLkA�t Rear Depth Height - . - Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height r ''Number of Stories 9: Size of lot`.Front_ le � Rear 4 Depth 10. Date of Purchase 'Zoya Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law, ordinance„or•regulation?YES NO , 13.Will lot be re-graded?YES NO,>C Will excess fill.be,removed from..premises?,YES NOS , 14.Names of Owner of premises 440U' A± `�diress Phone:No..,� : ; Name of Architect_OAa� < , • Vri,(AAI nAddress',• } Phone No Name ..Contractor Address ' `r Phone No'.' ' 15 a.Is this property within,100,feet of a tidal wetland or a freshwater * IF.YES, SOUTHOLD TOWN TRUSTEES&D._.C.PERMITS'MAY BE REQUIRED. b. Is this property:within 300 feet of tidal wetland? *`YESNO * IF YES,D.E C. PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point,on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants-and restriction's with respect to this property? * YES NOX * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: - - COUNTY OF S,LKD LL) r being duly swore,deposes and says that(s)he is the applicant (Name of individual signi'nk contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make aid f le this`application; that all statements contained in this application are true to the best of his knowledge and belief;and that the-workwifl be performed in the manner set forth in the application filed therewith. Sworn tybefore me this ,<. . r .. ' ,•, i i::R s_+ 2 2r day of tj Oyevwbe/ 20 9 Lori T McBride UBLIC,STATE Ill Notary Public Re istration No.OIMC6368447 Signature of Applicant — ----Qualified in Suffolk County - — Commission Expires December 11,2021 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 set's of Building Plans TEL: (631)765-1802 - - Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov, PERMIT NO. - - Check Septic Form N.Y:S:D.E.C. Trustees ; C.O.Application Flood Permit Examined ,20 - Single&Separate Truss Identification Form Storm-Water Assessment-Form Contact: /� �,,1 Approved 20 Mail to:��t n Disapproved a/c ; _4 Phone:.Z=A lD (fit co O Expiration ,20 a' ---------- APPRO ' • ' ' Bu ct - i I �e or ` VAL -' JAN ® 2 '2020 APPLICATION FOR BUILDING PERMIT Date , 20 101 y INSTRUCTIONS a.This application MUST be completely filled-in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b:Plot-plan showing location of lot and of buildings on-premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance-of Building Perrhit: d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on th'e'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 authorizedhas not commenced within 12 months after the date of issuance or has not been completed within 18 months from such.date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to.the Building,Department for the,issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,'New, York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal.or demolition asherein 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. ? , - (Signature of applicant or name,if a corporation) AMailing address of'applicant) 11 nn State whether applicant is ow er, lessee, agent, architect, engineer, general contractor, electrician,,plumber or builder t � Name of owner of premises Q 44p( i),D.� 4 + �4 (As oifthe tax roll-or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title,of corporate officer)- Builders License No. . Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000' Section`' Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended u and occupancy of proposed construction: a. Existing use and occupancy Ai X21 b. Intended use and occupancy ! � t 3. Nature of work(check which applicable):New Building Addition Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost .1 b , Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units I Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: FrontRear �- -t Depth 4, Height \C1'--1Number of Stories . I, '� -11- •V(?c cam, QAC i 5 cSL�(Acob' Y1 (?� facLc orv- A-D \tvzp Dimensions of same structure with alterations or additions: Front �W"6 Rear Depth n A MA(MAj- "ri Number of Stories v 1-1%j n,i,i 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. -Size of lot: Front 1 Dd Rear--j 6E .'l§1 Depth 10. Date of Purchase 2o(®1 Name of Former Owner N1 la nu 11.Zone or use district in which premises are situated 1�40 12. Does proposed construction violate.any zoning law,,ordinance ouregulation?YES NO 13. Will lot be re-graded?YES NO/-Will excess fill be removed from premises?YES NO>a- 14.Names of Owner of premises Address Phone No. Name of Architect !�dn -"C n,„ r 1 o Address Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAYBE REQ D. .• b. Is this property within 300 feet of a.tidal wetland? * YES NO * IF YES,D.E.C.PERMITS MAY BREQUIRED. 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 NOK— * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: CO TY OF ) being duly sworn,deposes and says that(s)he is the applicant e of individual ig ing contract)above named, CONNIE D.BUNCH ; lic,State of Ne (S)He is the i�k Notary' Pub01 BU6185050 w York (Contract4,Agent, Corporate Officer, etc.) Qualified In Suffolk County Commission Expires April 14,2 ao of said owner or owners,and is duly authorized to perform or have performed the said-work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me t 's ara day of 200 2 IA14 Notary Public Signature of Applicant,-. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: January 29, 2020 TO: AMP Architecture(Howell/Tartaglia) 1075 Franklinville Road Laurel, NY 11948 Please take notice that your application dated January 2, 2020: For permit to:reconstruct"as built"sunroom to existing_single-family dwelling, legalize"as built"enclosed porch to existing accessory cottage and to legalize"as built"deck/patio to existing accessM garage with apartment at: Location of property: 55255 CR 48, Greenport,NY County Tax Map No. 1000 - Section 44 Block 1 Lot 9 Is returned herewith and disapproved on the following grounds: The"as built"additions and alterations to the existing cottage and accessory garage with apartment, on this nonconforming 24,625 sq. ft. lot in the R-40 District, are not permitted pursuant to Article XXIII, Section 280-123, which states; "a nonconforming building containing a nonconforming use shall not be enlarged or structurally altered or moved, except as set forth below, unless the use of such building is changed to a conforming use." In addition, the proposed construction to the single-family dwellingis s not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring 20,000-39,999 square feet in total size require a minimum side yard setback of 15 feet and maximum lot coverage of 20%. The plan indicates a n3inimum side yard setback of 12.9 feet and lot coverage at 24%. Authorized Signatu Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: January 29, 2020 AMENDED: September 1, 2020 TO: AMP Architecture(Howell/Tartaglia) 1075 Franklinville Road Laurel,NY 11948 Please take notice that your application dated January 2, 2020: For permit to: reconstruct"as built" sunroom to existing single-family dwelling and to legalize"as built" deck/patio to existing accessory garage with apartment at: Location of property: 55255 CR 48, Greenport,NY County Tax Map No. 1000 - Section 44 Block 1 Lot 9 Is returned herewith and disapproved on the following grounds: The"as built"additions and alterations to the existing accessory ague with apartment on this nonconforming 24,625 sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-123, which states; "a nonconforming building containing a nonconforming use shall not be enlarged, or structurally altered or moved, except as set forth below, unless the use of such building is changed to a conforming use." In addition, the proposed construction to the single-family dwellingipermitted pursuant to Article XXIII Section 280-124 which states; lots measuring 20,000-39,999 square feet in total size require a minimum side yard setback of 15 feet and maximum lot coverage of 20%. The plan indicates a minimum side yard setback of 12.9 feet and lot coverage at 30.5%. This Notice of Disapproval has been amended to reflect the revised site plan last dated August 12, 2020. Authorized Signature Note to Applicant:Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��®� S®U��® 53095 Main Road•P.O.Box 1179 Patricia Acampora ~® �® Southold,NY 11971-0959 Eric Dantes Office Location: c� Town Annex/First Floor, Robert Lehnert,Jr. ® �O� 54375 Main Road(at Youngs Avenue) Nicholas Planamento Coma Southold,NY 11971 http://southoldtowimy.gov �+ `' ZONING BOARD OF APPEALS RECEIVED TOWN OF SOUTHOLD �C U -`6 2,51-Am Tel.(631)765-1809 •Fax(631)765-9064 N0V 2 3 2020 0 � Sou old Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 19,2020 ZBA FILE#: 7396 NAME OF APPLICANT: Anthony Tartaglia & James Howell PROPERTY LOCATION: 55255 North Road,Greenport SCTM No. 1000-44-1-9 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 to 23, and the Suffolk County Department of Planning issued its reply dated February 24, 2020 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated June 24, 2020. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. The coordinator summarized that the intense build out of the habitable structures on the parcel poses risk of groundwater and surface water pollution through the disposal of sanitary waste. He further recommended that the deck and porch on the bungalow be removed. As the result of following those measures suggested by the Town's Board of Trustees and the LWRP Coordinator to mitigate any potential adverse impacts,the proposed action can now be considered CONSISTENT. SUFFOLK COUNTY SOIL AND WATER CONSERVATION DISTRICT: This application was referred for review and commentary by Suffolk County Soil and Water Conservation District. In an email dated July 1, 2020, the District Manager indicated that the Notice of Disapproval did not cite a natural resource concern, but did conduct a site visit to the property and found that the existing bluff was in very poor condition with many loose areas, collapsed decking, and undercutting from water erosion. He submitted photos and mentioned that there may be safety and environmental concerns on the site. SOUTHOLD TOWN BOARD OF TRUSTEES: On July 17, 2020,this application was forwarded to the Board of Trustees to request their review and comments since a portion of a dwelling(bungalow)was located in the Coastal r Page 2,November 19,2020 #7396,Howell/Tartaglia SCTM No. 1000-44-1-9 Erosion Hazard Area (CERA). On September 1, 2020, we received response informing the Board that the applicants will remove a portion of the bungalow structure that exists seaward of the CEHA Line, that a Coastal Erosion Permit is no longer necessary,and only a wetland permit will issue to the applicants. PROPERTY FACTS/DESCRIPTION: The subject property is a 24, 625 sq. ft. parcel in an R-40 Zoning District. The parcel has a road frontage on County Road 48 of 100.00 feet along the southerly property line,then turns north for 187.00 feet, turns west for 155.98 feet fronting Long Island Sound along the northerly property line, then it returns south 305. 50 feet to County Road 48. The parcel is improved with a two-story residence, a two-story storage structure with apartment above, and a bungalow in the rear yard, all as shown on a survey prepared by John Gerd Heidecker,L.S., last revised June 16,2020 BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-123; Article XXIII, Section 280-124; and the Building Inspector's January 29,2020,Amended September 1,2020 Notice of Disapproval based on an application for a permit to reconstruct an "as built" sunroom to an existing single family dwelling, and to legalize an "as built" deck/patio to an existing accessory garage with apartment ; at 1) "as built" addition and alteration to the nonconforming accessory garage with apartment is not permitted; a nonconforming use shall not be enlarged or structurally altered or moved, unless the use of the building is changed to a conforming use; 2) proposed construction to the single family dwelling is located less than the code required minimum side yard setback of 15 feet; 3) proposed construction is more than the code permitted maximum lot coverage of 20%; located at: 55255 Suffolk County Route 48, (adj.to the Long Island Sound) Greenport,NY. SCTM No. 1000-44-1- 9. RELIEF REQUESTED: The applicant requests a variance to legalize an "as-built" sunroom addition to the existing single-family dwelling, and to legalize an "as-built" deck to the accessory apartment above the storage area in a nonconforming accessory structure. The addition to the single-family dwelling has a side yard setback of 12.9 feet, where a 15-foot minimum is required. The additions also constitute a lot coverage of 30.5 %, where a maximum of 20% is permitted by the code. ADDITIONAL INFORMATION: Pre- Certificate of Occupancy# Z14703 was issued by the Building Department on July 24, 1986 for the subject property containing a "two story, one family wood framed dwelling; apartment over garage and an accessory cottage all situated in the A-Residential-Agricultural zone,with access to Rte.48 a County maintained highway." Certificate of Occupancy#Z6229 was issued by the Building Department on December 5, 1974 for a private one family dwelling with an addition At the public hearing the applicant's agent gave both written and oral testimony as to the nature of the existing structures on the subject property. The accessory "garage" is being used as a storage area on the ground and basement levels,not a garage as noted on the Pre-CO. In a Ietter certified by the applicant's architect dated October 14, 2020, he indicated that the floor of the garage in its current state cannot handle the load of a car, and that extensive structural work would need to take place to meet requirements for vehicle storage. A prior Notice of Disapproval included a variance to legalize additions to the as built bungalow additions, which were eliminated due to the Trustee's request that"as built"additions seaward of the CERA.be removed. A request for a site inspection by the Board of Appeals to the Town's Building Inspector revealed that the interior ground floor of the accessory"garage"area and basement below were not finished as habitable space and were being used as storage areas. t } Page 3,November 19,2020 #7396,Howell/Tartaglia SCTM No. 1000-44-1-9 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 1,2020 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 5267-1b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject property is already a non-conforming lot, with non-conforming structures, in a neighborhood with similar structures and setbacks dating back many years. The property was actually brought into more conforming with the code by the demolition of the "as-built" addition to the accessory building closest to the bluff. The second-floor deck addition on the accessory building will not be seen from the street and will provide an exterior entrance and sitting area for the legally existing second floor apartment. The enclosure of the existing sunroom on the seaward side of the dwelling to create habitable space will not be seen from the street and will be in the same pre-existing non-conforming footprint,with the same non- conforming side yard setback,that has existed for many years without adverse impacts. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method,feasible for the applicant to pursue, other than an area variance. The subject property already has legal structures on the property that are non-conforming. The as-built additions to the structures would not be possible without variance relief. 3. Town Law 5267-bQ(b Q. The variances granted herein are mathematically substantial. The second-floor deck addition to the accessory structure represents 100% relief from the code, the non-conforming lot coverage represents 52.5% relief from the code; and the side yard setback relief represents 14 % relief from the code. However, the existing structures have been legal on the site for many years, .and all of the as-built additions-are now landward of the CEHA line,and landward of the closest building to the bluff. 4. Town Law 5267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and conditions of this board. 5. Town Law 5267-b(3)(b)(Q. 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 5267-b. Grant_of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an as-built sunroom addition to the existing single family residence,and an as-built exterior deck to the existing accessory apartment, and non-conforming Iot coverage, 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 Dantes, and duly carried,to I Page 4,November 19,2020 #7396,Howell/Tartaglia SCTM No. 1000-44-1-9 GRANT the variances as applied for, and shown on the site plan (Sheets SP-1 & D-4) prepared by Anthony M. Portillo,Architect and last revised August 31,2020. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The issuance by the Building Department, and receipt by the Board of Appeals, of a new Certificate of Occupancy for the previously described"accessory garage"describing it as an accessory storage building with non-habitable,unfinished storage on the first floor and in the basement below, and a habitable apartment above on the second floor. 2. The exterior deck attached to the accessory apartment(second floor)shall remain open to the sky. 3. The glass doors on the northerly side ground floor level of the accessory storage building(described on the Pre-CO as a garage)shall be removed. The applicant may replace the glass doors with a wood door and a window if desired. 4. The applicant shall replace the existing septic system with an IA Innovative/Advanced Wastewater Treatment System approved by the Suffolk Country Department of Health 5. The applicant must apply to the Building Department for a building permit for the"as built" improvement(s)within 30 days of the date of this decision and submit same to the Office of the Zoning Board of Appeals,or submit a written request for an extension to the Board of Appeals setting forth the reason(s)why the applicant was unable to obtain a building permit in the time allotted. 6. The applicant must obtain a Certificate of Occupancy from the Building Department for the"as built" improvement(s)and submit same to the Office of the Zoning Board of Appeals within six months of the date of this decision or submit a written request for an extension to the Board of Appeals setting forth the reason(s)why the applicant was unable to obtain a Certificate of occupancy in the time allotted. 7. The "as built" improvement(s)may not be used until a Certificate of Occupancy has been obtained 8. At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void 9. This approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void 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 apossible denial by the Building Department of a buildingpermit, 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. Page 5,November 19,2020 #7396,Howell/TartagIia SCTM No. 1000-44-1-9 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)Acampora,Dantes,Lehnert, and Planamento(5-0). slie Kanes WeismAA,Chairperson Approved for filing /, /c�d /2020 Page 4,November 19,2020 #7396,Howell/Tartaglia SCTM No. 1000-44-1-9 GRANT the variances as applied for, and shown on the site plan (Sheets SP-1 & D-4) prepared by Anthony M. Portillo,Architect and last revised August 31,2020. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The issuance by the Building Department, and receipt by the Board of Appeals, of a new Certificate of Occupancy for the previously described"accessory garage"describing it as an accessory storage building with non-habitable,unfinished storage on the first floor and in the basement below,and a habitable apartment above on the second floor. 2. The exterior deck attached to the accessory apartment(second floor)shall remain open to the sky. 3. The glass doors on the northerly side ground floor level of the accessory storage building(described on the Pre-CO as a garage)shall be removed. The applicant may replace the glass doors with a wood door and a window if desired. 4. The applicant shall replace the existing septic system with an IA Innovative/Advanced Wastewater Treatment System approved by the Suffolk Country Department of Health 5. The applicant must apply to the Building Department for a building permit for the"as built" improvement(s)within 30 days of the date of this decision and submit same to the Office of the Zoning Board of Appeals,or submit a written request for an extension to the Board of Appeals setting forth the reason(s)why the applicant was unable to obtain a building permit in the time allotted. 6. The applicant must obtain a Certificate of Occupancy from the Building Department for the"as built" improvement(s)and submit same to the Office of the Zoning Board of Appeals within six months of the date of this decision or submit a written request for an extension to the Board of Appeals setting forth the reason(s)why the applicant was unable to obtain a Certificate of occupancy in the time allotted. 7. The "as built"improvement(s)may not be used until a Certificate of Occupancy has been obtained 8. At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void 9. This approval shall not be deemed effective until the required conditions have been met;and failure to comply therewith will render this approval null and void 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. BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��0� S�UjyO 53095 Main Road•P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. ypQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento OI,Y100 Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD _ s Tel.(631)7. 65-1809 •Fax(631) 765-9064 September 7,2021 Jessicaw. Ma ee:: 'AMP-Arc. hit&ciuirePLLC 1075 Frankiiiiville Road Laurel,NY 1.1948 . RE: Request for Second Three Month Extension - 'Appeal No. 7396,Tartaglia 55255 North Road, Greenport SCTM No. 1000-44-1-9 Dear Ms. Magee; I received your email correspondence, dated August 19,202 1,.requesting a second extension.for_your client to comply with-the Zoning,Board of Appeal's condition#6 requiring that the applicant obtainn-a Certificate of Occupancy'for`.`as:built'.' improvements.from the:Building Department withinsix months of the November . 19;2Q20 decision. On June 3, 2021,you received your first three-month extension in order to comply with the aforementioned condition due to expire.on September 3,2021:. In your letter you ekplam that you are working with the Suffolk County Department.of Health Services to sign off on a newly installed septic system but have not received final approval yet, and once received you wilt work to close out the"as-built'and obtain a Certificate of Occupancy. During the September 2, 2021 Regular Meeting,the Zoning Board of Appeals considered your request and granted your extension for a second three (3)months from the date of this letter and to expire on December 3, 2021. Feel free to contact'our office if you have any further questions or concerns. I-will instruct the office to send a copy.of this letter with your request to the Building Department. cerel ; Leslie Kanes Weisman Chairperson cc: Building Departmen BOARD MEMBERS ®� 80 Southold Town Hall Leslie Kanes Weisman,Chairperson 53095�°®� 53095 Main Road•P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento ®�e�C®U�� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809 •Fax 631 765-9064 April 7, 2022 Pq Lf James Howell 55255 North Road 4-ty7m Greenport,NY 11944 RE: Request for Third (3rd) Three Month Extension Appeal No. 7396, Tartaglia/Howell 55255 North Road, Greenport SCTM No. 1000-44-1-9 Dear Mr. Howell; We received your email correspondence, dated March 18, 2022, requesting a third extension in order to comply with the Zoning Board of Appeal's condition#6 requiring that the applicant obtain a Certificate of Occupancy for"as built" improvements from the Building Department within six months of the November 19, 2020 decision. On June 3,2021, you received your first three-month extension in order to comply with the aforementioned condition due to expire on September 3, 2021, and on September 2, 2021, you received a second three-month extension which expired on December 3, 2021. Please note that the current extension request was not submitted in a timely manner. In your correspondence, you explain that you are looking to extend your building permit in order to obtain the Certificate of Occupancy because"Covid caused several agencies to either be shut down, or well behind in order to get things inspected, and contractors were not able to do the job that they signed up for." During the April 7, 2021 Regular Meeting, the Zoning Board of Appeals considered your request, and granted you a third extension for three (3) months from the date of this letter to expire on July 6, 2022. Feel free to contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter with your request to the Building Department. S ill ry, eslie Kanes Weisman Chairperson cc:Building Department v r FRONT ELEVATION—FACING NORTH RIGHT SIDE ELEVATION—FACING WEST r y RIGHT SIDE ELEVATION INCLUDING EXISTING SUN- REAR ELEVATION INCLUDING EXISTING SUNROOM ROOM RECEIVED -7396 FEB 0 3 2020 Zoning Soord 0 ;, ..a .r EXISTING SUNROOM IN RELATION TO SIDE YARD OF RELIEF REQUESTED Main House w/ Proposed Upgraded Sunroom ELEVATIONSIDE • SOUTH-SHOWING PORCH * .rRECEIVED FEB ' 3 2020 r 1 � i 1 r i- FRONT • NORTH PIP FRONT ELEVATION—FACING NORTH LEFT SIDE ELEVATION—FACING EAST RECEIVED 73b FEB 0 3 2020 Zoning Board Of Appeals REAR ELEVATION FACING SOUTH— SHOWING 2ND STORY COVERED PORCH EXISTING GARGE/APARTMENT r low i ., rte' ` .. ' .. ; + a`...•,t1r � •J+ qob� '; •�Y =; Ivy 4 w 19- r4w OR AL Iwo VIIN .ate •• w ,r IL *+: .•'f -• ,„ rtet.tA • i �a rb . 1 � j '' cj• � w1 ', '' ,.. - 3',.f; - ' rA ,-ql� r►, •. ` S1 Z � � `,�- __ OT I ► . i� M. a a 4w v —41 j e u *4;14V.r+Ic•t' r -� `, - 4.�/�" ',_ _ i [ ►.ltd % � ��y .i il�� `�S,�,: - �� _ .'.�' 1 a s �s• .�. ] ,fir, Z` Aw w �. lot ARCHTTECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:450 95'St,C9,Brooklyn,NY 11209 Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 . Anthony Portillo:(716)572-4741 ` MAY 2 0 2021 T �d'n.'• _ .._ _. .. f May 20,202.1 Southold Town ZBA P.O. Box 1179 Southold NY 11971 RE:Tortaglia.Residence Anthony Tartaglia 557-55 North Rd GreenportNY 1:1944 - To Whom It May Concern; We are requesting on extension for 55255 North Road,Greenportfor the approvals for the as built and obtaining:a CO for'the work. Please let me know if you need additionai:infotmatipn. Thank you, Jessica Magee ' AMP Architecture,PY;LC Administrative Coordinator Office: 516-2.14=0160 Email.-jmagee@amparchitect.com ;A Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 RCHRECIDRE Brooklyn Office:450 951 St,C9,Brooklyn,NY 11209 uc Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 August 19, 2021 Southold Town ZBA P.O. Box 1179 Southold NY 11971 RE:Tartaglia Residence Anthony Tartaglia 55255.North Rd Greenport NY 11944 To Whom It May Concern, We are requesting a 3 month extension for 55255 North Road,Greenport for the approvals for the as. built and.obtaining a CO for the work.We are working with the Health,Department to sign off on newly installed septic system but have not received final sjgn off yet,,Once It is:received,we will work to close out the as built and obtain the CO. Please contact our office if you,have any questions. Thank you, . Jessica Magee AMP.Architecture,_PLLC Administrative:Coordinator Office: 516-214-0160 Emdi.l.jmAgde@amparcliitect.com i i RcHnEMRE ,Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 LLC Brooklyn Office:450 951'St,C9,Brooklyn,NY 11209 Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 i October 21,2021 Southold Town Building Department P.O. Box 1179 Southold NY 11971 RE:Anthony Tartaglia 55255 North Rd Greenport NY 11944 BP:#44495 To Whom It May Concern, Based on my inspection at 55255 North Rd,Greenport,the rough plumbing, insulation,and framing of the house were all installed.per NYS Building Code. Please contact my office if you have any questions. Thank yo Anthony Portillo,,RA r y 4 r w E MAR 1 h 2092 BUILDING DEPT. TOWN OF SOUTHOLD Bargain and Sale Deed,with Covenant against Grantor's Acts—Individual or Corporation(Single Sheet) CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT—THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY. THIS INDENTURE,made the 41h day of October,in the year 2019 BETWEEN MISAK TERJANIAN and MANUSAK SALCIOGLU,both residing at 55255 Route 48 Greenport,New York 11944 party of the first part,and JAMES HOWELL and ANTHONY TARTAGLIA,Ie^n&., 'S 21Montgomery Lane,Bayshore,New York 11706 party of the second part, WITNESSETH,that the party of the first part,in consideration of Ten dollars paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ! ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being in the See Schedule A attached hereto and made apart hereof Being and intended to be the same Premises and Party of the First Part herein as in deed dated 7/27/06 recorded 10/4/06 in Liber 12472 Page 556,and in deed dated 5/5/00 recorded 7/20/00 in Liber 12057 Page 223,which said deed contained an 'erroneobs point of beginning that is being amended herein. Said premise are known and designated as District 1000,Section 044.00,Block 01.00 and Lot(s)009.000. TOGETHER with all right,' title and interest, if any, of the'party of"the first part'in and to any streets and roads abutting the above described premises to the•cbnter lines thereof,TOGETHER with.the appurtenances and'all the estate and rights-ofthe party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto.the party.of the second part,the heirs or-successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have-been encumbered in any way whatever,except as aforesaid. AND the:party of the first part,in compliance with Section 13 of the Lien Law;covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the.same for any other purpose.The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IAI t SEN OF'. MIS 1tJANIAN ANCJAIC:Sa+.l GLU .............. ACKNOWLEDGEMENT TAKEN IN NEW YORK STATE ACKNOWLEDGEMENT TAKEN IN NEW YORK STATE State ofNew York,County of ss: State ofNew York,County of before me, in ca9 U, 06�� 'p ea int_the On the Lt day of the! On the :4 r in e year.. Of th before e. I T (A VJIAT.4_� 54!6 j, 4;t�� undersigned, V _fx 1A . I - _T %j L%A- - i peare : - known to, unde ,personally W undersigned, pef§ciriall�aw personally appe#� er 01igll .Known T to me or proved to me on the basis of satisfactory evidence to be me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is(are)subscribed to the within;� the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that he/she/they executed instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies),and that by his/her/their the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the upon behalf of which the individual(s) acted, executed the instrument. :instrument. • NOTARY:PUBLIC NOTARY PUBLIC WOW IG Notary V: Vl _b "t aletot..Kew Turn. No MOM", iQup Rd J44N. CODA Y. Nassau T.;.';P2 ACKNOWLEDGEMENT BY SUBSCRIBING WITNESS ACKNOWLEDGEMENT TAKEN OUTSIDE NEW YORK TAKEN IN NEW YORK STATE STATE State ofNew York,County of ss: State of County of ss: On the day of in the year before me,the On the day of in the year before me, undersigned, a Notary Public in and!for said State,personally the undersigned personally appeared personally' known to appeared the subscribing 'witness to the foregoing me or proved to me on the basis of satisfactory evidence to be instrument,with whom I am personally acquainted;who,being the individual(s)whose name(s)is(are)subscribed to the within by me duly swbrii,did deposeacidsay that fielshdrfiey reside(s)finstrument and acknowledged to the that he/she/they executed in (if the place ofresidence is in a city,'include the street the same in big/her/their capacity(ies), that by his/her/their and street number if any,thereof);14at he/she/they kpow(s) signature(s) on the instrument, the individu,al(s).or the person to be the individual described in and who executed the upon behalf of which,the individual(s) acted, executed the foregoing instrument;that said subscribing witness was present 1 instrument, and that such individual make such'appearance and saw said execute the same;and-that said witness at before the undersigned-in th6 (add the city or political the same time subscribed his/her/their 'name(s) as a witness 'subdivision and the state or country or 'other place the thereto. acknowledgement was taken). .......... NOTARY PUBLIC NOTARY PUBLIC Bargain & Sale Deed COUNTY.Suffolk With Covenants TOWNICITY;Southold PROPERTY ADDRESS:55255 Route 48 Greenport,New York 11944 MISAK TERJANIAN and MANUSAK SALCIOGLU TO SECTION:044.00 JAMES HOWELL and ANTHONY TARTAGLIA BLOCK:01.00 LOT:009.000 Title No. RETURN BY MAIL TO; a DISTRIBUTED By Julianne Bonotno,Esq: Lewis Johs Avall(one Aviles,LLP One CA Plaza,Suite 225 lslandia,NY 11749 JUDICIAL TITLE . T:800-281-TITLE. ......F. .800-FAX-9396 ' — - - — ` ' ' — , / SCREDULEA . ~ ' Amended 8-23-2019 ALL that certain plot, piece mparcel of situate, lying and being atGreenport, near Amhomomqua in the Town of Southold, County ofSuffb|k and State of New York, bounded and umn� mdannu|bvs: ' ^ BEGINNING at a point on the Northerly side of North Road (County Route 48 a/k/a Middle Road) where same is intersected by the Easterly side of land herein and land now or formerly of Kathleen T.Phelan; ' ~ RUNNING THENCE along the Northerly side of North Road, South To degrees 28 minutes 50 � seconds West, 100.00 feet to a concrete monument found at the corner of land herein and land ' now or formerly of Robert V. Rockefeller and Carolyn Rockefeller, as Trustees of The Robert x � Rockefeller and Carolyn Rockefeller Revocable Living Trust,dated February 24,2OU1; , � THENCE along said last mentioned land, North 14 degrees 11minutes 40seconds West,305.50 � feet mthe average high water line mthe Long Island Sound; � ` THENCE Southeasterly along the average high water line of Long Island Sound along a tie line of . South 54 degrees 04 minutes 10 seconds East,a distance of 155.98 feetto land now orformerly of Kathleen T.Phelan; THEWCsalong said last menuonealand,South 14degrees 11minutes 4oseconds East, 187o0 � toet10the NurthorlyoidamfNorth Road,otthapoint orplace o,BEGINNING. ^ The policy to be issued under . . � � - . � . / � ' ` . ' � this report will insure the title~such buildings and improvements erected on FOR the premises which by law constitute real prop". CONVEYANCINGONLY TOGETHER with all the righ4 title and interest ofm",ar"ofu~m^nart.of,*=^mo~lanmlyi" **" ' street in front of and adjoining said premises. TITLE#19*S-55005 � ' � ` ^ ~ , . � ' ' ` / ` , Generated by REScheck-Web Software Compliance Certificate D Project Tartaglia sunroom JUL - 7 2029 Energy Code: 2018 IECC BUILDING DEPT. Location: Greenport, New York TO 0.17 Construction Type: Single-family Project Type: Addition Climate zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 55255 North Road Anthony Portillo Anthony Portillo Greenport, NY 11944 AMP Architecture AMP Architecture 1075 Franklinville Road 1075 Franklinville Road Laurel, NY 11948 Laurel, NY 11948 (516) 214-0160 (516) 214-0160 aportillo@amparchitect.com aportillo@amparchitect.com Compliance: Pass6s; using UIA trade-off Compliance: 8.4%Better Than Code Maximum UA: 95 Your UA: 87 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. . . Prop. Assembly orCeiling: Cathedral Ceiling 280 49.0 0.0 0.022 0.026 6 7 North Wall:Wood Frame, 16" D.C. 152 21.0 0.0 0.057 0.060 2 3 Door: Glass Door(over 50%glazing) SHGC: 0.40 53 0.300 . 0.320 16 17 Window:Vinyl Frame SHGC: 0.40 56 0.300 0.320 17 18 East Wall: Wood Frame, 16"D.C. 112 21.0 0.0 0.057 0.060 6 7 South Wall:Wood Frame, 16" o.c. 261 21.0 0.0 0.057 0.060 15 16 West Wall:Wood Frame;16"o.c. 59 21.0 0.0 0.057 0.060 0 0 Door 1:Glass Door(over 50%glazing) SHGC: 0.40 53 0.300 0.320 16 17 Floor: Slab-On-Grade(Unheated) Insulation depth: 0.0' 27 13.0 0.324 0.360 9 10 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has b ndesigned to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requi nts I ted in the REScheck Inspection Checklist. Name-Title i Signature e, �U A ,` Date Project Title: Tarta Iia sunroom � ~ � Report date: 07/08/21 Data filename: Pagel of 1 0,37 ZU18 I CC Energy Efficiency iencCertificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 13.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Door Rating U actor Window 0.30 0.40 Door 0.30 0.40 Coolingquq5meni '.,Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments Glenn Goldsmith,President Town Hall Annex �® Michael-65.Dono,Vice-President 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski G � Telephone(631) 765-1892 Greg Williams ® ® a® Fax(631) 765-6641 COUfl�(,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD t MEMORANDUM SEP 731 zoning 12020 gaar� 4.b,b0a1 TO. Leslie Weisman, Chairperson, Zoning Board of Appeals s FROM: Glenn Goldsmith, President Board of Trustees C6 DATE: September 1, 2020 RE: Anthony Tartaglia & James Howell, 55255 County Road 48, Greenport SCTM# 1000-44-1-9 Regarding the above referenced property and the current Trustee Wetland/Coastal Erosion Permit Applications, the permit expeditor Brooke Epperson of AMP Architecture has amended said permit applications. Currently, the property owners have submitted an Administrative Permit application to permanently remove the bungalow's screened-in porch. This application will be reviewed with an expected determination made on September 16, 2020. Once this portion of the bungalow structure is removed it then places all structures landward of the Coastal Erosion Hazard Area line. Given this there will be no need for a Coastal Erosion Permit application, only a Wetland Permit application to permit the existing structures that are to remain. Given this latest development the Board of Trustees have determined that the Zoning Board of Appeals should move forward with the ZBA application before the Board of Trustees move forward with their Wetland Permit application as the owners are trying to receive permits for multiple structures on one property that would all be considered living space. Thank you for your assistance in this matter. Glenn GcWsmith,President �6ov S�(/1yO Town Hall Annex Michael J.Domino,Vice-President ,`O l0 54375 Route 25 • '� _ ohn M.Bredemeyer IIIPBox 1179 [ P.O.Southold,New York 11971 A.Nicholas Krupski G � Telephone(631)766-1892 Greg Williams 0 �� Fax(631)765-6641 �yeoUN'[`1, - *1 3� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 9694A Date of Receipt of Application: August 18, 2020 Applicant: James Howell &Anthony Tartaglia SCTM#: 1000.44-1-9• Project Location:'55255 North Road, Greenport 'Date of Resolutionlissuance:,September 16, 2020 .Date of Expiration: September 16, 2022 Reviewed by: John M. Bredemeyer, Ill Trustee Project Description: For the removal of existing;99.2sq.ft screened-in porch at bungalow. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of.the Southold Town.Code. The issuance of an Administrative Permit allows for the operations as-indicated on the site plan prepared by AMP Architecture LLC, dated August 12, 2020 and stamped approved on September 16, 2020. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required: This is not a determination from any other agency. Glenn Goldsmith, President Board of Trustees t3IIf.6BLBrdi71B�'. SITE LAYOUT NOTES -ELEVATIONS REFERENCE NAVD 1988 .mr Htollor mut rob a urrari LrtW rI«te Uceros p,mwa'e to :A owi9[STM:I_AiION sTArIDA1t=, I. THIS 19 AN V MIT ICAT SITE PLAN t M srnfa t cewiy toes c+npls see,rvswle vl1(selxw r,drry -ALL O THE FOLLOWING L0T5 WITHIN 150' SLB.EGT TO VERIFICATION BY A ucENSED Mw•w)wows w S"M corny DepmawK d Lmm.Lwwr„g .wta /A DVRs tab auaeag to All toyer•ncorrrrr•r,aatlarr OF PROPERTY UTILIZE PUBLIC WATER AS SURVEYOR THE INFORMATION SUFFOLK COUNTY TAX LOT NO. 1000-44-I-9 acre carr•unrer AlfclnµrwuO'1rkL to SulleNa Gamfy Gans TSD}Tgiw P c 09 0,g Alit Me•••teMwE.A tpplicabl•r•camrrMntbrr PER SGWA AW-H)TREPRESENTED ON THIS NO RAN IS TO THE - DeptnbroM d Lma Lkero ng,Pd Len•uror NIaH malrkdM a II•t d pray YO by tM1e mavlacturer Mql be rrlalementee. S."' lNF GEST OF KNOWLEDGE. ZONE R-40 Iwonestl I/A OWI9 Morkerace R'wlWr•. 2.SVRVEY INFORMATION PIAS OBTAINED krIIA Grits rat•ro l W wml ee at oval n all--tom(wlth a 1000-44-1-b FROM�DATED JUNE]b,201,AND DESCRIPTION AREA �ERA6E 2 All/A 0-nae W r terse HIeN eM DepQr rone n«amaaws ma.rmAn tolsrarce n ay an«!wn d./w gwrter mW m a mnlmm 1000-44-I-7 writ Artw4 w d tM Sone caerq smlrmy tees pwr tow }rNA tnwk bas d properly ew'.e ora coeP«tee•eb nrae tram 1000-44-I-8 D gmtag c•rtNlcptwn d cemp4tee caretrrctbn m'a wet• r«b)a pep gavel JOHN6ERD HEIDECKER TOTAL LOT AREA 24,625.0 S.F. P 1000-44-1-10 NY.5TATE LAND SLRVEYOR 1,'/A OMD Tot•Mall W povbee HkN a erg a outlet A artrdrtwrt 1000-44-I-I I LIG.•050119 EXISTING ROUSE 1,T48A S.F. T.I% A• S.M oxeeueed aFrraew+ord Malntenmea Gmtr«t Wtween Ne Wx/mehole or_rtrtwtbn 4acnrrg trvctne may W req k•G/or o11 (000-44-I-12 42 GROWN STREET, _ Hoamwwe Proven aM n•«wty o,.rr,rwk be wanktea to Hre ayabm.Hlen na:lkple I.wI^9•wcT✓•.•.nla»sr dt.r.ntivs eeelgr r 1000-52-'3-24 KIN55roN,N.Y.12401 D•pmtm•M pIm to epprovala tF.I/A oWTS r•guvatbn by w opP-wee by o Dpart wrt. EXISTING AARASF/APARTMENT pOOA 9.P. 4.1% D•paro-wlt n aaceraaTc•wpr Artw4 I,d Me sirrolb__N 1000-52-3-25 (B45J 901-7629 Smrtay Gees. 4.TIr_W d tM I/A OWT9 talc•mall not W low4G q•ater IF:m 29 1000-44-5-1 Ex15TINs BUNGALOW SOSA S.R. 1.2% fwt w le»than wr foot WIOH Incl goes. 4.All Mtall•e I/A OryfS me requlretl to Nwe m nitbl S-ysm w arty EXISTING WOOD DECK•GRADE I,CJRIA S.F. 4.4% epe-atleNmalnbr,aw••syncs cen4«t.Mter n» ,pr S-ym s.At o mnrrrmr,Ill •mprNg menals••roll Fane 10-awN tours_ - fwatbn me moln!•nmc•»rvlu cantr«t F:a•Waled,property ecu»openNge fo grace«arae over tM Inlet aw outlet.Coven JTHOLD TRBTEES APPROVAL NOTE I. PROPERTY 14 ZONATED IN FEMA FLOOD TOTAL AREA OF ALL STRUCTURES 4144.0 S.F. B.B% e ee«xpecraa to w,ntoN m opwatlm ma mant•rlar+ Mall W spry 20-Inch alameter waeertlglrt Wmese[-prod«trg ZONE W. 16 t ZONE X. darts wpr Mtwle I,d bre SUMot Gan sen A SUBMISSION REGARDING THE PROXIMITY A THE ty Oa'S t ra cewr•a t�moplanc cover•d Iw1 gaW.All coven 2.SITE PROTECTION/SILT FENCING TO BE MAXIMA,COVERAGE ALLOYED.20% LottrY«t N Marl W e••Iyr•G n aer.nkN•eC<bn S-III d tits storm-e. FILED iEH�K LT THE EXISTING BLLFF MAS BEEN INSTALLED AS REGUIRED BY 50VIMOLD FILED WITM THE SA.l D BOARD OF MUSTEES. TOWN. S.titers m 1/A OvfiS rsquas•o verk,tM e:k Nrn W venWG to tM 6.Wron•aryng mwnolM are app-ewtl m W aetallee n a trNer,q SIIBSEQUEMT pOGL'xENTATION SFIOWIN6 APPROVAL C rod d tro roflaenu W fervetl.w p1Pa Nall exeere a mNHr,n or pmaing mea,eM mmMle•Mn W asHgra is W o-dlw beoring to THIS REGE5T SHALL BE PROVIDED ONCE RECEIVED. d b Hite•mew tM rod Iw orb tM I tM-•Fall Mve a meet W requrewn4 d AASNTO H-20 a 15-20 loadlny. mmw M Itmal»pma lm 12 1=1, .lapse Partwn d ne AERIAL PHOTO root,In caws there Ik r not p«ticol to vent W•y.4m to tM T.Th•a41et Mort•4vm1a•lull W a Mnlmm d O.I loot WIOH tM r••b.nc.rod,o vrk pp.mq W pp._m tM.xrrwr d w mbt nwrt e4vdlm. EXCAVATION INSPECTION REQUIRED l»bsrcs ab tar,nrrat•a mNrmm d ID IncMs above goes mtl at -. .. een[I lad rran paperty Iw•.[tress v.m pb••drll W Iecara a D.9aplrg rtwyrol«rrll Nov a wlde dwrow d 2'--t ora SCALE:N15 mnlmm d S root Iron ay waba+a doorway are must t•mnns4 Hkn a was mw d 2 root tV 2 rod. ealsT.nmm1� carbon nn.r Wvw•.MI vent pIp»mrt Mw a minnwn dIa»4r d 2 a /t \ W Avhs•. ,.TMro Noll W a maxlm,nn rot•ntbn WPN Wlow tM Dull.!Nwrt I\ FOR SANITARY SYSTEM .. z b.wfa ab u»d LM I/A OW9 mut carom is tM •I•wtbn d•ix NCM• . I O 8T1Oi��tWE:'r6�iN.l Ar , •cppr�•e�/A OWts owm`I a. Mara �a 'tel pFI p°1•e-U.N w• 14l martnl.-1 W S I \`;off BY HEALTH DEPARTMENT •r. .I•'• *�Y»ter �.��.N ` ., Irwv«M orb A—-14t•w Wat•wdrr Tr•abmnt .' �° control Pevl> ' I \\ 'v3 4 -/{7 cc I.I/A orrts tat>Nell W eomwet a d pera.e sawyers,rraergl«•. I.Ths eatrol_mel box mre W p1«•e w[sIm m a wlemis P 1:`1 ees•tal ab pow Uy1 •pohyrapylero.Iher.noplo•tw•.w oMer mcrterlal•n neQ tb•4va4.s tMt It•xvm.M!•malNeNy tM pawl box may be 1 ¢Iw A rw.rroo uA orvrs N to Dgraiment earemw IONrcRR Appmalx Ts-A. moaiea a m aMabs wl1 d eM•tmwve(pderm4 o utnky room. I water lines InUlt t7f Inl�IfCted by the Pvc Tits vee d•test tmx•r poN4eee. ob riot a IIVNg•pcwel.plrer locatwe ren nwunt°g tM�porol box wen W conberea by w Dopartmmt c«e-by-cae r arN wIM I/A \\ Suffolk Counj tfotknt D Ce s 2. 1,I/AO •grHa .ptw at/ p• M.pew owr mawaw«grpr-oval. I Call(631)852-5754,48 hours In d Foy. to d•ekJrea aa1C0 wpr s«tlom S-IGT oM s-109 Nle 2.Tlr nmre d the I/A OW 5 04M Fauber must W clsmly Iemtnlae .come. m W ovbbe d tM parol ab wluW a pMry ,miner to cont«[n advance,to schedule inspection(s). 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Iuu d Boo_Dara.per•gore root(pit). S.Pm-cat concrsm»ctwm Mrl1 W stolen wit oro N rrcn b4y1 1 arA \ I SCALE:NTS nAxr prk.taloa rnrN carom.m Asm c-„o. I c 4-All1plea Man psrokate Nrs vartwal ebswall d tM tmk aM _.. _ ..'-- drll W»sled wIFN gwt m offer mem•aceepemb to tM "I 1 Departmri•,.an a HawtlgM•«lee r4xbla J.H ab tM ppe ae�d w» -Olaf - - `\ \ 1° STOPPER OR STOPPER OR SLATE OR OTHER EDA game latoroe b tM plpe went•taNle»steel retr«eatM ermp(s). END PLUG SUITABLE COVER END PLUG (a s.An Cbrye.=W•ea4e w orae bre tent r:weregr.see..cera q___ rte' ' y, I 5-114,O.ID.rata b:a o-e cent n plea r•quns plm approval Iran tM -•___;___/Ji Depmtmre and m»t W ee-IV by a uun»e Prore••bnar 6rgwr. 't"r' ,r ''s I` (� At a nw mx 9 tM nom and wan°d a emaem sent m»e W V` W o wn°nlNlully_rotes, b.Wwr.r p«atwal,aarr�.re v�oWrs wr11 W Ioaor a Hrour Design Professbnal's CertlFlration Required. � � I �� t I a $EWER PIPE a gu.r6wv. wmllalo,r tl,at Pied w gewrd.a•r,tl+e DWELLING 1 ,��aq�,j > 9 037405 0 boltan m0 fids prtlare, to ID Inch•above WgNeM 1 r. �. WW Submit P.E.or R.A.Certification For uc wnrER 1 D✓F,IMAT l 1 eeresNexpoctetl eur:dwar ebvalm,d tM I/A OaH9 wi!N_II f PU9LIG WATER 45'ELBOWS F OF xN w.rtrorrelMKalN�"ctea.In case•wrre ter r roe p«[lana.,th. The Installation and Construction of the Sewage Disposal System I c""` r1 30�ELBOW �' NE vA owr5 anrt n W Ha4r-pooe.a"p to Ia InaFa•above eM hlyr.t Jt elgerrw p/r.��amswt>e4vaewn me 4ow rotes to ar.Te Use Form W WM-073 ' .r r1 � PROJECT: T.N ca•••Mtn V tat•m•MN14d N ganywt•r,tM 00017 O1�p -reei�w,rxE°'a'A prsl.»Iorol droll rAx"1t wdymcy ulwlatb.r W Prow w"elgrt d Abandonment of the existing sanitary system must be in LktMryfaxny(tNakvh orla[wokroNd•uMt LI Whmdbogro ar'fsrhgeitFoI tlja,°kMbn edxpaWctIsIadW/rsHclwli WNaat ' ` Z I --�- - as 45'ELBDW 60WE TARTAN LIA e u erca -.0.ofts conformance with the Departments requirements. ALTERNATE grwra.aer elwawr cap,aha tens: 'Sal tour m taP d tM Submit completed form W W M-080 as proof -'( y •f I rot(.)Nal ra W ra,.m.e row a.r..mnry w amamc dt �I C�J - + CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC RESIDENCE awNrrg a bdloe wyk ra4A-Oa. I ' u.ar.are °4 1 ,. - y d-ea IN ALS VIEWS,ALTERNATE "A" IS FOR BENDS ALTERNATE B IS FOR USE WITH BLDG.EXTENSION/CONNECTION SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL --" --- - - -_ 8 ~ - - - - -- - 55255 N RD �rCLEAN-OUT (C.O.) DETAIL GREENPORT,NY 11944 I I R roD H.S. REFERENCE NO.:R-20-0168 'an HYDROACTION I/A OWTS � �+ „ 1 a t>..ua•• t �g SCALE:NTS DRAWINGTITLE: _ SINGLE LINE DIAGRAM SITE PLAN SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PROPOSEDI/AOWTS PERMIT FOR APPROVAL OF CONSTRUCTION FOR A s,6'2+so vaoa 3t uE '^----0-03' " a.,A NPILATOR INDICATOR GIRCU�T ON SINGLE FAMILY RESIDENCE AND w ~ PAGE: GARAGE W/ACCESSORY APT.AND ACCESSORY BUNGALOW / m. �I I�eT' P.aH awo IrDleArae N.,ex R mwa S P-100 DATE 4/10/2021 H.S. R r. Nn. R-20-0168_ G°w4 APPROVED AG(DC)INPUT ONE-GRIP MIGROGOMPU ER RANSENNIr SITE PLAN Po ER SUPPLY nHE DATE 03/18/21 1 OF 1 TOTAL MAXIMUM BED OMS 8 TOTAL c1Ralr saccTORS SCALE:I'-O",20,-0„ -11 EXPIRES THREE YEARS FROM DATE OF APPROVAL Unauthorized alteration or addition to this survey is a violotion of section 7209, subdivision 2, of the New York Z State Education Law. Copies of s this survey map not bearing j the land surveyor's inked or 41 embossed seal shall not be X. considered to be a valid copy. Q �, HEIDECKER LAND SURVEYING 0 W� � \ M \ \ o 0<O O M\ I \ \ \ \ \ oma rrl N�D \ 0" \\ \ \ \ \ ''�' LONG ISLAND SOUND =Zoo \I \ ° \ \ 0, �� -0 r- W > (D 00 FriCD B \ \ 2 c m 0 cn0 \ \ \ \ 0 o m \ DISTRACT 1000\ CTIO 044.OQ\ > BLOCK e..0`Q-TA KOT 09.000 NJ m� X \� \ N/F MIS TERANIAN r o \ \ \LIBER 124WPAGE 5,5�6 \ \ Q N/F MANUSAK\SALCIOGLU,\ \ \ \ C)co \\\� \ \ LIER 12057-PAS 223 \ \ \ GD c M o ' (A m X 70\ \ BOULDER \ AREA= \ \ \ o \\ \ \ 24,625\,SQ. 20 OR CONCRETE MONUMENT \R�1 \ 0.565 AC FOUND \ m BUILDING CORNER "1 0 GO 0R� �� \ \ \ \ NOTES ON LINE ea �O`S�O 0. 1. FIELD WORK WAS CONDUCTED JUNE, 2019 BY 7 5 HEIDECKER LAND SURVEYING, PU.0 AND ALL MEASUREMENTS WERE TAKEN ON THE GROUND. w Sm0 DECK - - -- - - - - ------ 2. PROPERTY ONES, BEARINGS, & NORTH ARROW ARE BASED UPON DEED FILED WITH THE m A SUFFOLK COUNTY CLERK IN LIBER 12472—PACE p p \\\ \\ ) \ 556. 2.6' 3. INDICATED UNDERGROUND UTILITIES ARE STEP O SHOWN FROM SURFACE EVIDENCE AND AVAILABLE LQ O EXISTING MARK-OUTS. UNDERGROUND LINE Do STONE WALKj31J LOCATIONS ARE APPROXIMATE AND ALL rl \ �j7 \\ LKHEA (A UNDERGROUND UTILITIES ARE NOT SHOWN. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CALL Z ss I \\ rrI "CALL BEFORE YOU DIC"AT 811 AND HAVE ALL 8 UTILITY LOCATIONS MARKED ON THE GROUND. , CONIC C in CLOSED m PORCH ` Co-1 4. THE BUILDING TIES SHOWN ARE BASED UPON 0.7 --17', �� Fri Z THE SIDING OF THE STRUCTURE. . 7D 7-\ O S. THE COASTAL EROSION HAZARD LINE SHOWN —rl m \ fV 2 HIS BEEN SCALED FROM SHEET 11 OF THE p, /' SUFFOLK COUNTY COASTAL EROSION HAZARD Io #55255 f- O AREA MAP. WOOD FEN2 STORY /14.2PLANTER J fm O POST (TYP.) RESIDENCE X16'— ( Z W FIRST FLODR=16.8' \ D r D• O CERTIFICATION 0.5' 388' M o CONC C o _ I JOHN GERD HEIDECKER, A LICENSED LAND v r- O SURVEYOR IN THE STATE OF NEW YORK (LICENSE NO. CONCR E ems' 0)D O 050719), DO HEREBY CERTIFY THAT THIS MAP WAS ,� PREPARED IN ACCORDANCE WITH THE EXISTING CODE '�� 19'1' � ��15\ 0 Z O OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE riCKET FENCE n I NEW YORK STATE ASSOCIATION OF PROFESSIONAL 0 OIL CAP �5 o I D LAND SURVEYORS. THIS CERTIFICATION EXTENDS ONLY TTO THE RANSFERPARTIES ABLE NAMED BELOW AND IS NOT 16 rn \15'� 9 - z <y GF -14') czi O 1. JAMES HOWELL n G' 2. ANTHONY TARTAGLIA m / k'A(K DECK/PATIO UNDER 01 I � x_8.3' 3. ADVANTAGE TITLE INSURANCE COMPANY C /30.4' 4. LOAN DEPOT.COM, LLC ISAOA CD CD / / CHIMNEY O , O Cr1 Z O 0 n �S CO v ( / f GARAGE/APARTMENT j J CTI FI PLANTER/LP FIRST FLOOR=15:3' O 8 5' POINT OF BEGINNING o CONCRETE MONUMENT I I y FOUND CONIC POST CONCRETE C7 { I BRICK GAS METER / X15' (74_3') LP WATER METER (50.00') S 6'29'50'LNL13'_ 100.00' CONCRETE MONUMENT CONCRETE MONUMENT = cDNc Posy LANDSCAPE TIMBE FOUND ,°/ ASPHALT &�1CRE MONUMENT FOUND o —14'— 1 S DRIVEWAY FOUND LEANING O MAILBX LANDSCAPE TIMBER � y W W w W w W NORTH ROAD Y� SURVEY PREPARED FIX2: �P gip' Fr© tO,p - SUF O NTr ROUTE 48) JAMES HOWELL & ANTHONY TARTAGLIA ATE: 7/15/2019 �p: PROJ. N0. ' JOH ERD HEIDECKER N.Y. STATE LAND SURVEYOR LIC. # 050719 DATE: 0 42 CROWN STREET JULY 15, 2019 TOPOGRAPHIC/BOUNDARY SURVEY 19HLS70 KINGSTON, NEW YORK 12401 DRAWN BY: B.M. #55255 NORTH ROAD sHEO No. FQ 05U4" �� (845)-sot-7629 CHK BY: J.H. SAND'- _._ TOWN OF SOUTHOLD CAD FILE: jheidecker®heideckerls.com SCALE: SUFFOLK COUNTY NEW YORK 19HL570FP.OwG I • ARCHITECTS SITE PLAN 6 15 m ¢ SUBJECT TO VERIFICATION BY A LIGEN5ED a's r SURVEYOR THE INFORMATION DE5GRI PTION AREALOT lams-a m s 1" .COVERAGE ARGF REPRESENTED BEST OF KNOWLED E. ro THE 2.SURVEY INFORMATION WA5 OBTAINED I'�so¢��l: i 1 FROM A SURVEY DATED JUNE 26,2019 AND TOTAL LOT Z w,�3 U Q V AREA-upland of Ceha 12,700. S.F. p 0 PREPARED BY: ¢ o w w - - iyW¢Eo�g j EXISTING HOUSE W/5UNROOM 1,148 8 .0 S.F. 13. % .K%7N 6ERD D SMVE N.Y.STATE LANAND SURVEYOR LIG.-0501I9 a Z F w m m 42 GROWN STREET, w ¢N¢3 EXISTING GARAGE/APARTMENT 1,000.0 S.F. I 7.9% � � KINGSTON,N.Y.12401 j EXISTING BUNGALOW 305.0 S.F. 2.4% (845)901-1629 ¢ ¢ TOTAL AREA OF ALL 5TRUCTURE5 3053.0 i �U~UZwLLF MAXIMUM COVERAGE ALLOWED= 20% c�¢r¢ SGTM#1000-44-I-9 zcoioo¢�a 010a PPROVAL aLLpaooc�i a�F�x 5 14'11'40"E i '� r / 18'1.0' ——————— ———————— // pIz EXIST.2 STRY Tt,!FR. 6ARA6E/APARTMENi I NU 60 / Opp I ) 7 / I� o 105' EXIST.WOOD PROPOSED I/A ONSITE DECK TO BE WA5TEWATER:ATMENT�� \\ i REMOVED EXIST.2 STRY hv. SYSTEM TO REPLACE ;Z1 FR.DWELLING EXISTING'TRADITIONAL \ / \\\`� Z tr FF 16.8' SEPTIC SYSTEM p~pI I Q O p� Q O z /ld EXI5T.15TRY - Y ,4pp zWD.FR. IZIVEAA 'C 6 GREENED-IN ('1 ev In to p0 I r o N z PORCH a- I n n ——————————————————————————�—————— ——— / J LLJ Q In� / r — -----7"�----i---- 3055 p C) N 14"11'40"W 1- h /J 0 EXIST.I STORY j a SUNROOM / UNCONDITIONED; PROPOSED NEN WALL ENCLOSURES 6 CONDITIONED PROPOSED SITE PLAN SPACE 51-ALE: 1'-0"=20'-0" N 0 o a s. 'w LOT;GOVERA6E�?�'^' - �T`�;��;�:�'_ •s�; .,, �x�:-;. ,,�- �� - -' <;;' •`^" F � DESCRIPTION AREA T GO m g� \_ TOTAL LOT AREA - upland of ceho 9,100.0 S.F. EXISTINS HOUSE W/5UNROOM I,"f48.0 S.F. 18.0% IVB s m o OW EXISTING OARA0VAPARTMENT 1,000.0 S.F. 10.3% SEP 2 T C N Qy EXISTING BUNGALOW AFTERo E B REMOVAL OF SCREENED-IN PORCH 205.8 S.F. App��ls TOTAL AREA OF ALL STRUCTURES 2453.8 S.F. 50,5% °ni>1g 6°ard s S MAXIMUM COVERAGE ALLOWED = 20% im EXIST.2ND STRY ST.ENTRY 6 f g g! 5GTMa 1000-44-1-9 COVERED STAIR 514"II'40'E PORCH / W7.0' -- - - - - - - - - -- - - - - - - ----� $ l�. 446' � EXIST.2 STRY WD.FR. 6ARAGE/APARTMEN B a a=o z g z >>aoawo �x GJVP / // Qy/ �za SWc x Ep 0 \ // �jy0� ///�/ 10.1' 245' 1 �owxFao3 11, 2 3 28.0' Ll WS2d'E RRO"�!� � EXIST.2 STRY WD. // '%/ I \1✓✓/ 105' �DWE6 INCPROPOSED ONSITE 54.9' T_j LOCAATVION Or-Or- /1 WASMI1LATER (TREATMENT REMOVED WOODI SYSTEM TO REPLACE DECK o GRADE // 1 r EXISTING TRADITIONAL SEPTIC SYSTEM:PERMIT Z PENDING SUFFOLK COUNTY 1 I HD APPROVAL ` !_ rJ 0 23,1' 0.4i11// b yt OQ ASPHALT DRJVEI�`Y — — — — — — — — 20.1' N 14°II'40'W `UA`0/'J055' Q W 0 f EXIST.I STRY WD.FR. EXIST,[STORY �� / Z = y BUNGALOW. / SUNROOM EXIST. SCREENED-IN / UNCONDITIONED; Q 0 w Z PORCH TO BE PROPOSED NENWALL ENCLOSURE,. 6 / Z IY REMOVED / CONDITIONED W O PROPOSED 51 TE PLAN - — ,d'// o �' to c w A E f A '_E 5, -0; 1' " = 20'-0"il ,kAL N O � O ° SITE LAYOUT NOTES, "�'� L�• f� a0 � �, .,z �.�� I. THI5 IS AN ARCHITECTS 517E PLAN t IS ' SUBJECT TO VERIFICATION BY A LICEN5W �� 6 , 5� SURVEYOR. rHE IN HIS SITE P f �1 `' - ','°'-c!S. j R8'RESENTFD ON THIS SITF PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. 2.SURVEY INFORMATION WAS OBTAINED r FROM A SURVEY DATED JUNE16,2020 AND — I � N �.• PREPARED BY,JOHN W tevECKER N.Y. TATE LAND SURVEYOR ------ -'._ 42OO5I03740b �0 wSTREET, KIN65TON,NY.12401 ^p o A' \ 045)401-'f629 tl�7 v �a i m � z RECENED SEP ®� 2020 p H AS-BUILT 8 e /--PORCHETDO BE Board O#Appeals REMOVED Zoning a g W t 1+i-i 11 PI 1111 c.e,aa II 101 oN j- II 1�I 1111 _ 1 N I \,cloklys EXIST. BUNeALON FRONT ELEV,4TIONs35P-0" o 0 q o 9 W SCALE. Va" - I I-O" �d�{ F tL g J .�.loac�ooW zy �j �p�FLL"I��Yf II �oaox�Woo � ZNd�44FW�Y� �� U'Z W�•` WO=FL1 LT tV ptL�L��:i-�a Il� 1I Rti-- yi vvgrvbi ee==^ii T[ q6 W uMCAVERW 1.12ai ui 9C QIPOCH 1-M99-9i TO BE COVERED EN6ALOW REMOVED RCH TO X111 BE �5 O II `'\ �1 I1�I LSI ISI 1�1 III REMOVED 'W=I H o W o _ (V tl \ eI l 111 11 1 11 1It u�6W FE G 0 a�5a4m¢ j 1 I \ l - EX'15T. WNC,4LOW RICHT ELEVATION O SCALE: I/8" = I'-O" `~a EXISTING BUNeALON FINAL MAP EXISTING BUNGALOW - 20518 50FT. 50ALE: Ila" = 11-0" AS-BUILT REVIEWED BY COVERED ZBA EXIST. COVERED PORCH TO BE REMOVEb - q9.2 SOOT. PORCH TO BE REMOVED -- SEE DECISION ## 739 b DATE® IIl� / a a� iti {�f W Q vq (If Z = >: EXI5T. BUNCALOW REAR ELEVATION lu o w O � z L, r I A. N to Lul I 037405 AO� o V �0F I o a , I T17m x SLOT GQVERAGE o a Wo ar DESCRIPTION AREA ' LOT COVERAGEEE 3 wKg33 TOTAL LOT AREA - upland of ceha :(4,7700.0 S.F. ��or� xwEaLLo EXISTING HOUSE W/ SUNROOM I,-148.0 S.F. 18.0% EXISTING GARAGE/APARTMENT 1,000.0 S.F. 10.3% EXISTING BUNGALOW AFTER '-- REMOVAL OF SCREENED-IN PORCH 205.8 S.F. aw �¢ TOTAL AREA OF ALL STRUCTURES 2953.8 S.F. 30.5% MAXIMUM COVERAGE ALLOWED = 20% wu13 zZ.�=z> 9 EXIST.2ND STRY EXIST.ENTRY< COVERED SGTM# 1000-44-I- STAIR PORCH o J o N o J S 14°11'40"E azWo�aa n a 2 w Q U W> v0`C 446' TUIS S 2 w F OK lox x< / 101, ' 01SAPPROVAL \� / EXIST.2 STRY WD.FR 1 / �Q 6ARA6E/APARTMENT iNO / ry I \0�/ 10.1' 24.3' I / �' - ' 00 A,7 / I / Q y/ EXIST.2 D. - j ' PREVIPREVIOUS F F DWE�ELLI� WN6 w PROPOSED I/A ONSITE I F- / LOCATION OF WASTEWATER TREATMENT REMOVED WOODaSYSTEM TO REPLACE / DECK o GADE / l-' EXISTIN6 TRADITIONAL R ( O / SEPTIC SYSTEM;PERMIT I z PENDIN6 SUFFOLK COUNTY / ry HD APPROVAL 12.4' O 23.7' d). �i 0.4 O / \0 / ' \ T DR Y I O hyA� ASPHAL 1 _ _ _ _ _ — — — — _ — — _ — _— O N 14°11'40"W \UA\00 3055' Q L1J a0 EXIST. I STORY C Z = r EXIST. I STRY WD.FR. SUNROOM y EXIST.POCH O ED-IN /' PROPOSED NEW Q UNCONDITIONED; 62O PORCH VE BE WALL ENCLOSURES d IX W Z 0 REMOVED PROPOSED SITE PLAN CONDITIONED / SPACE \O� 04 w N O Lf) W SCALE: 1'-0" = 20'-0" a � U7 0 a SITE LAYOUT NOTE5: 0 I. THIS IS AN ARCHITECTS SITE PLAN 4 15 d SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION REPRESENTED ON TH15 SITE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. 2.SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED JUNE Ib,2020 AND N PREPARED BY: JOHN 6ERD HEIDEGKER a. N.Y.STATE LAND SURVEYOR o LIC.#050'119 42 GROWN STREET, KINGSTON,N.Y.12401 (845)901-"7629 a a o a Unauthorized alteration or addition to this survey is a violation of section 7209, subdivision 2, of the New York z Stoke Education Law. Copies of s this survey map not bearing the land surveyor's inked or embossed seal shall not be SZe considered to be a valid copy. O A, HEIDECKER LAND SURVEYING X i` W� \ o M---I (7 \ o x< �_ \ <O 0 \ MmMrrl \ \ \ \ rmF- \ \ \ \ N D Z \ oas� ` `\ o \ ` \ �� LONG ISLAND SOUND ;0 41 ZNZ C7 OpOD 00 (SD_<DXO Ia) r10 r I \ 9p \ \ D-90 0 \ \ \ mm1-< \\ Cn C 171 rn p DISTRICT 100TIN 044\KO DBLOCK eC0Q0 X . X \\a S o m \ \ \ \ N/F MISATERANIAN \ \ �s r D ro \ \ \ \ \LIBER 12472-PAGE 56 \ \ , <U1 �, MANUSAK�SALCIOGLIJ\ \ \ \ C-4o LIER 12057-PAt \3c o � \\\�\ \ \a BOULDER AREA- \ 3 \ \ \sem O \\�\ s\ 24,625\SQ.• �F,\T \ o\ ` CONCRETE MONUMENT 0.565 ACR FOUND \ \ \ vm CO BUILDING CORNER m NOTES D100R ON LINE 0 0 B.a �O^' 1. FIELD WORK WAS CONDUCTED JUNE, 2019 BY 10.5 -ar l 'V/Y \\\\ \ \ -- - HEIDECKER LAND SURVEYING, PLLC-AND ALL - - - - A C - MEASUREMENTS WERE TAKEN ON THE GROUND. N NZ ro clm DECK \\\ \\\QOM C/) 2. PROPERTY LINES, BEARINGS, & NORTH ARROW ARE BASED UPON DEED FILED WITH THE rp o n SUFFOLK COUNTY CLERK IN LIBER 12472-PAGEr p 11 10.5 STEP \\\ \\\ \ 556. 2.6 N„I 3. INDICATED UNDERGROUND UTILITIES ARE O SHOWN FROM SURFACE EVIDENCE AND AVAILABLE v AL9, O IXISi1NG MARK-OUTS. UNDERGROUND LINE Al LOCATIONS ARE APPROXIMATE AND ALL STONE WALK m BULKHEA (n UNDERGROUND UTILITIES ARE NOT SHOWN. PRIOR / s 9 \ !) m TO CONSTRUCTION THE CONTRACTOR SHALL CALL "CALL BEFORE YOU DIG" AT 811 AND HAVE ALL � I C7 UTILITY LOCATIONS MARKED ON THE GROUND. CONC at CLOSED m II �\ r 0 PORCH 4. THE BUILDING TIES SHOWN ARE BASED UPON 0.7' `-17'— _� (` W Z THE SIDING OF THE STRUCTURE. 17111143;8 O 5. THE COASTAL EROSION HAZARD LINE SHOWN m \ D HAS BEEN SCALED FROM SHEET 11 OF THE �I/' u, N= SUFFOLK COUNTY COASTAL EROSION HAZARD / o #55255 � ` CP r O AREA MAP. WOOD FENCE 2 STORY /14.2" PLANTERm O POST (TYP.) RESIDENCE 16' _ �— \ I Z � FIRST FLOOR=16.8' NJ \ > rAVIV CERTIFICATION 0.5' 3ri8' / D O C) M= I JOHN GERD HEIDECKER, A LICENSED LAND cONC c o _I m O SURVEYOR IN THE STATE OF NEW YORK (LICENSE NO. CONCR 1 m' D 050719), DO HEREBY CERTIFY THAT THIS MAP WAS 1 ' '—`,�cj to Z O PREPARED IN ACCORDANCE WITH THE EXISTING CODE �6 19.1' \ 0 O OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE /�CKET FENCE o I NEW YORK STATE ASSOCIATION OF PROFESSIONAL n ,G / �( \x —i LAND SURVEYORS. THIS CERTIFICATION EXTENDS ONLY F EL OIL CAP �5 �/ Do i X TO THE PARTIES NAMED BELOW AND IS NOT }6 m 0 }5 1. JAMES HOWELL A n G9L(o —_14,) n O I / Wq� DECK/PATIO UNDER ® O 2. ANTHONY TARTAGLIA m m }4, 8.3' 3. ADVANTAGE TITLE INSURANCE COMPANY I C /30.4' V O 4. LOAN DEPOT.COM, LLC ISAOA to / f CHIMNEY p /C3 O r _ OZ \ A OD m/ v r / " GARAGE/APARTMENT / �1 01PLANTER/LP FIRST FLOOR=15.3' O CONCRETE MONUMENTo � � I I 3o.a✓ 8.5' POINT OF BEGINNING FOUND CONC POST CONCRETE DI BRICK GAS METER / x-15' (74_3') LP WATER METER Q a (50.00') N S 6°29'50�L\713'_ 100.00' CONI Pos CONCRETE MONUMENT VCONCRETE MONUMENT LANDSCAPE TIMBE �NCRET MONUMENT FOUND FOUNDASPHALT 14' L —14'— S DRIVEWAY FOUND LEANING MAILBOX LANDSCAPE TIMBER � D {w w W W w w TrnNORTH ROAD ��'t�pFi 'YO SUF NTY ROUTE 48) SURVEYPREP��aFOR JAMES HOWELL & ANTHONY TARTAGLIA ATE: 7/15/2019 5::' T•� 42 CROWN STREET JULY 15, 2019 JOH ERD HEIDECKER N.Y. STATE LAND SURVEYOR LIC. # 050719 DATE: PROJ. NO. ` - A Q TOPOGRAPHIC/BOUNDARY SURVEY 19HLS70 � 0-0501AC'^Q� KINGSTON, NEW YORK 12401 DRAWN BY: B.M. #55255 NORTH ROAD SHED NO. NO - (845)-901-7629 CHK BY: J.H. TOWN OF SOUTHOLD CAD FILE: jheidecker@heideckeris.com SCALE: ' SUFFOLK COUNTY NEW YORK 19HIS70FP.0WC GENERAL REOUIREMENT5: -ELEVATIONS REFERENCE NAVD 1988 51TE LAYOUT NOTES: I. The Installer must hold a current Liquid WclstG License pursuant to I/A OWTS INSTALLATION STANDARDS: I. THIS IS AN ARGHITEGTS SITE PLAN 4 IS LOT GO�iERAGE q P -ALL OF THE FOLLOWING LOTS WITHIN 150' SUBJECT TO VERIFICATION BY A LICENSED Suffolk Countq Code Chapter 563,Article VII (Septic Indust P P I A OWTS tanks according to manufacturer's recommendations OF PROPERTY UTILIZE PUBLIC WATER A5 SURVEYOR. THE INFORMATION SUFFOLK COUNTY TAX LOT NO. 1000-44-I-Q sinesses through the Suffolk Count Department of Labor,Licensin 1. Install / g , while conformtn with these standard. Ail IicablG recommendations PER SGWA REPRESENTED ON THIS SITE PLAN I5 TO THE and Consumer Affairs,pursuant to Suffolk count Code §563 ig1he 9 sls.ecr Rrr \ I { . , Department of Labor,LlcensTn and Consumer Affairs maintains o list of provided by the manufacturer shall be implemented. ARCHITECT'S BEST OF KNOWLEDGE. ZONE R-40 i Il t• * ° �y.�'� �� licensed VA OWTS Maintenance'Providers. 1000-44-I-6 2• SURVEY INFORMATION WAS OBTAINED 2. The I/A OWT5 tank shall be Installed at level in all directions (with a + e to on a minimum1000-44-1-1FROM A SURVEY DATED JUNE 26, 2014 AND AREA q LOT 2. All I/A OWTS must be registered with the Department in accordance maximum tolerance In an direction of /one quarter ch) DESGRIPTIDN t with Article 19 of the Suffolk Count Sanitari Code prior to the 3-inch thick bed of properly leveled and con acted sand (free from PREPARED BY: COVERAGE , +' y ,i P P P y P 1000-44-I-8 ./ = t-1 d ,• <: Department granting certification of eompieaed construction on "as built" rocks) or pea gravel JOHN 6ERD HEIDEGKER TOTAL LOT AREA 24,625.0 S.F. 7. a sr° �'.�*° plans. 1000-44-I-10 N.Y. STATE LAND SURVEYOR t' wok 3. I/A OWTS Tanks shall be provided with a single outlet. A distribution -11 .r ~ 4 , 4 { l 00o-44-I LIG. o5a7141 I-T4 i��'' � R.. �A 4. w,t"` EXISTING HOUSE 5.0 S.F. ^'r' $4 1 3.An executed Operation and Maintenance Contract between the, box/manhole or distribution leaching structure may be required for all 1000-44-1-12 42 GROWN STREET, �'1� 1 , ``' ' ` ' Y ' 1000-52-3-24 '� ti ',�. .. Maintenance Provider and Property owner roust be submitted to the systems with multiple leaching structures unless an alternative design is KINGSTON, N.Y. 12401 �',• ` s. ` " • ,. ` Department prior to approval of the I/A 014T5 registration by the approved by the Department. _ (845) 4101 7624 EXISTING GARAGE/APARTMENT 1,000.0 S.F. 4.15K °•* � Department In accordance with Article 14 OF the Suffolk County 1000 52-3-25 Sanitary Code. 4.The top of the I/A OWT5 tank shall not be located greater than 2.5 1000-44-5-1EXI5TING BUNGALOW 305.0 S.F. 1.2% '' #" ' :� ~��:+ gyp .• feet or less than one foot below final grade. ' ' °• +` 4. All installed I/A OWTS are required to have an initial 3-year warranty q EXISTING WOOD DECK ® GRADE 1,041.0 S.F. 4.45 .•'" NOTE: and operation/maintenance service contract.After the initial 5-ucar 5. At a minimum,all sampling manholes shall have 20-Inch covered e operation and maintenance service contract has expired, ro ort access openings to rade located over the Inlet and outlet. Gowers I. PROPERTY 15 LOCATED IN FEMA FLOOD TOTAL AREA OF ALL STRUCTURES 4144.0 S.F. 16.85G rs+► r t` L„�' �``' p xP P P y9 SOUTHOLD TRUSTEES APPROVAL NOTE: s' owners are expected to malntoln on operation and maintenance shall be either 20-inch diameter watertight and Insect-proof locking ZONE VE ib E ZONE X. �` A SUBMISSION REGARDING THE PROXIMITY OF THE ' "� ': °� •,.',-, ! .'".• ' contract In accordance with Article I9 of the Suffolk Count Sanitary cast iron covers or therm° Iastic covers at final rade. All covers 2.SITE PROTEGTIOWSILT FENCING TO $E MAXIMUM GDVERA6E ALLOWED = 2090 County P g PROPOSED WORK TO THE EXISTING BLUFF HAS BEEN Code. shall be designed In accordance with section 5-III of this standard. INSTALLED A5 REQUIRED BY SOUTHOLD r`• t ,' � .4, *d•e' FILED WITH THE SOUTHOLD BOARD OF TRUSTEES. �. ► t ''' §- 5. When an I/A OKM requires a vent,the unit shall be vented to the 6.When sampling manholes are roved to be Installed In a driveway SUBSEQUENT DOCUMENTATION SHOWING APPROVAL OF TOWN. '' �°` p, oma, ?`, %• .I : ° y% ,`. : . ei P 9 approved � ,.�.��''._•' �`'�:�� ,„ � . ' e;-, � � x; •,• , '_' .� , ., t,.}. Ywf ■,. . `�, roof of the residence being served. Vent pipes shall extend a minimum or parking area,the manhole shall be designed to be traffic bearing tc THIS REQUEST SHALL BE PROVIDED ONCE RECEIVED. T+� * . • :k a of 6 inches above the roof line and the top of the vent shall have a meet the requirements of AASHTO H-20 or H5-20 loading. .. minimum horizontal separation of 12 inches to the sloped portion of the '' i `'`�r��r' =- P''- �: •. . �.- �a •• roof. In cases where It is not practical to vent the system to the ?. The outlet invert elevation shall be a minimum of 0.1 foot below the �L1 residence roof,a vent pipe may be piped to the exterior of the Inlet Invert elevation. AERIAL HOTO residence and terminate a minimum of le, Inches above grade and at least I foot from property Imes. These vent: pipes shall be located a 8. Sampling manholes shall have an Inside diameter of 2 feet or an 12-25.2014 minimum of 3 feet from any window or doorway and must terminate with a Inside area of 2 foot by 2 foot. EXIST.SUN&ALOW SCALE: NTS carbon filter device. All vent pipes must have a minimum diameter of 2 TEST HOLE DATA W inches. 9.There shall be a maximum retention depth below the outlet Invert Z S AMP ARCHITECTURE elevation of six inches. \S 1075 VREL.N.Y. ILLE RD SANITARY LINE;INSTALLED AT LEAST � Tr° LAUREL. .Y. 111148 6. Installation and use of the VA OWTS muss: conform to the - � `0 516.214,0160 P.F,EL■ 1&0' 18"BELOW d 5'-0"HORIZONTALLY Department's approved I/A OWTS guidance document prepared in 10, All sewer pipe penetrations In the sampling manhole shall be .pp. I �i LINE T AKAYOKA DOMESTIC WATER SUPPLY U accordance with the standards for "Approval and Management of watertight. O O° Innovative and Alternative Onsite Was ewater Treatment Systems." \; ELrI50' Z W ELECTRICAL REQUIREMENTS: I BROY�I MINIMUM DESIGN REOUIREMENT5: a' ♦ LOAM x J Control Panels I 15''- ;� 4' I. I/A OWTS tanks shall be constructed of precast concrete,fiberglass, I. The control panel box must be placed outside on a suitable pedestal TO HYDRO-ACTION polyethylene,polypropylene,thermoplastics,or other materials in near the structure that It serves. Alternatively,the panel box may be ( \ (Mimi ITN. MIN.4"DIA, AN-1100 I/A OWTS Q accordance with Department standards and IONYCRR,Appendix-15-A. mounted on an outside wall of the structure (preferable a utility room, CH BROYM CLAY EL. 143' SDR 55 PVC The use of steel tanks is prohibited. and not a living space). Other locations for mounting the panel box will I ` OR EQUIV. be considered by the Department On a Case-by-case basis and with I/A ♦ BASEMENT E..■ IIA' MIN.PITCH ".I' 2. When on I/A OWTS requires a septic tank:for pretreatment the septic OWTS manufacturer approval. 1 _ tank shall be SvMolk county Department of Heald,services 12/211/1? '1.:''' INNOVATIVE # ALTERNAThIE ONSITE WASTEKATER TREATMENT SYSTEM(I/A OHTS) Page 131 designed in accordance with sections 5-107 and 5-109 of this 2. The name of the I/A OWTS OEM Provider must be clearly identified I \\ c++ +eRAY _ - _- standard. on the outside of the panel and include a phone number to contact In case Of alarm. 1 6.- - - I. I/A OHM SHALL HAVE A MINIMUM TREATMENT GAPAUTY OF 880 SPD(8 BEDROOMS). 3.Unless otherwise specified,the, leaching structure/system that follows \ PALE BPOM FINE PROPOSED HYDRO-ACTION ANIIOO PROVIDES 1,100 GPD TREATMENT CAPACITY. an I/A OWT5 shall be designed In accordance with section 5-107 and 3. Exterior panel placement enables the system to be serviced at any I \ 5W TO MEDUM SAND EXIST.&ABASE z INSTALL ALL coMPomwrs As PER MAW sPEG's WITH Io%GRAVEL 5-110 of this standard, time,eliminating the need to access the inside of the buifdin \ - 5. A 10'MIN,DISTANCE SETHMN THE 1/A Overs AND EUILDIN&WITH caLA"AsEMENT SHALL \, 4. The panel box must be wTthin view Of the system lOCation O help 1 11.4' EE MAINTAINED,OR s'MIK DISTANCE IF EUILDIN&15 UPON A 5LA5. 4. At a minimum,all I/A OWT5 treatment tanks shall have 20-inch facilitate operation and maintenance. \ y ,' i SANITARY LINE d P F.F.EL■15'3' 4. A 5'MIN DISTANCE BETWEEN THE I/A oY1T5 AND DIST.BOX SHALL BE MAINTAINED. covered access openings � A ,� � � �IouSE co1�NECT1oN to grade located over the Inlet and outlet. Covers shall be either 5.The control panel shall be placed at a comfortable height for 20-Inch diameter watertight and Insect-proof locking cast Iron covers access In accordance with f=ederal Emergency Management Agency \ �� HATER M PALE Ga, BROWN SAND LEACHIN&POOL5 M) or thermoplastic covers at final grade. All covers and chimneys/risers (FEMA) flood zone re uirements. , 4' TO HYDRO-ACTION q SAN-1100 I/A OWTS shall be designed In accordance with section 5-III of this I ` ,��i Q (hilNJ INV. MIN.4"PIA. 1. MINIMUM LBAGHINs SYSTEM FORA 8 BEDROOM HOUSE Is 550 PTS SIDEwALL LEACHING AREA. standard. 6.The panel shall meat National Electrical Manufacturers Association ♦ '�� , F EL. 12:7' SDR'S5 PVG 0)b'�x R."3'EFFECTIVE DEPTH LEACHING POOLS PROVIDE 550 FTo LEACHING AREA NEMA) 4X speGlfiGatlOns. 1 ` i ,' OR EQUN. (2)&4P x 7s'EFFEGT7ve DEPTH LEAs,NNs PDOLs PROPOSED,FOR 50%EXPANSION 5. Wren a I/A OWTS Is approved to be installed In a driveway or n BtiSETIETIT to'-o• MIN.PITCH A":I' parking area,the unit shall be designed and/Or installed to withstand '(, All below grade wiring must be run In eleGtrlGal conduit. The conduit I \ COMMENTS:HATER ENGOLWER® B-=q.&' MAX 2. LEACHINs POOLS To BE CONSTRUCTED OF PRECAST REINFORCED coNCRE7E(OR rOVAU. HS-20 or H-20 loading as designated by must haVO appropriate seals to prevent gases and moisture from it 4' O!"1SUFMACE S. ALL cOVER4 SHALL Be of PRECAST REiNr RcEv cow-RE-m(OR rouA L). AA5HT0. reaching the control panel or junction boxes. 1 ` 4. A lo'MIK DISTANCE BETWEEN LEACHINs POOLS AND HATER LINES sHALL eE MAINTAINED. 6. barba a grinders shall not be permitted when on I/A OWT5 is utilized I \ S. AN a'MIN.DISTANCE BETWEEN ALL LEAGHINO POOLS AND SEPTIC TANK SHALL BE MAINTAINED. 9 9 P 8. Each system shall be equipped with a functioning warning system which as means of sewage will activate audible and visual alarms that can be readily seen and disposal, heard by the occupants of the building served.The Department recommends a telemetry device be Installed to provide Immediate I ` EXIST_(5)BEDROOM POLYLOK 20" DISTRIBUTION D Water softeners shall not dischoreeHater softener Into an 1/A OWTS and the remote alarm notification to the OEM provider covered by the OEM >ZdF� I lus SECONDARY SAFETY COVERS BOX w/SAFETY &RATE Z Z Department recommends water softener backwash be connected to an agreement. \ BENEATH EACH PRIMARY PLG CONTROL PANEL ` `�-� V f�i O O onsite drywell acceptable to Town or Villocle building Departments. 1 SS EXIST.GRADE FL.® COVER(TYP) END-CAP LEVELING DEVICES N P 9 W/HPI20 COMPRESSOR 9. Systems which are not designed t0 flow by gravity are recommended 8, ''�--�` ON OUTLET PIPES TO EACH o D DWELLING = 153' W/SAFETY COVER D. I/A OWTS tanks shall be watertight and constructed of sound and to bee equipped with a control ane[ with means of connects a F.F.EL■ IbA' - 5'-0• LE4GHIN6 POOL AS-MILT FILL t O O ci PP P b \ AT P EXIST.GRADE durable materials that are not subject to excessive corrosion or portable generator too Grate the tem during a ower °uta c. A5-BUILT GRADE e E c MI K 5'-O" C� c� P g P � g P g AT ALL PROPERTY decay. I Ga I/A OWTS= 14.11' A5-BUILT(MINS GRADE o MIK LINES MAINTAINED _J J .._� PUMPS,BLOWER5, LEVEL SENSORS.AND CONTROLS: , co. ,� LEACHING POOLS= 14.5' 9. All tanks must be watertight. Two methods of ensuring tanks are z ,\�EXIST.GRADE EL.m \\' 1\\ \1 IR +3 m m watertight shall be either vacuum testing or water pressure testln 4• A OWTS = ISA' \\�\\�\\ \\ \, \�� \ ' 9 9 P g 1. The electrical Junction box serving the pump motor and ffoots must be I ,- \\r\\\ \�\\ ,►SIN.4 DIA. \� ,\\� \\1 1 \�\1) , ' \-, qk vl v) methods as follows: ir1 r%��' 1 11�%=� •r \\ \ Q watertight and located outside the I/A OWTS tank chamber. 1 iv 1 cn I=Low__ OR Eauly. � F INV.EL. 13 MIN.4"DIA. LINE -'� U 0 10.Vacuum testing: Seal the empty tank and apply a vacuum to four (4) 2• An blowers located outside of the I/A OWTS unit must be laced on a' SDR 55 PVG OR EWIV. MIN.4 DIA. --------------- w w Any p o SDR 85 PVC, MIN.PITCH 414.I FLOW Lim � -1 .J Inches(IOOmm) of mercury. The tank is approved If 90% of vacuum Is a pad Suffolk County Department of Health Service% 12/24/17 Page 145 - CRAK-SPACE MIN.PITCH J":1' 1W.EL �r a ,V u. u. LU held for two minutes. (concrete,plastic or fiberglass) and have a soundproof enclosure `I 1$ Fl 1111 12.4' MIN.PITCH�"�I' ITN'EL. Il.q a it 0: cover. `'� INV.FL. 11. Water testing- Seal tank;fill tank with water to outlet invert n' �� to i) 12.0 O O INV.EL. INV.EL. N rn elevatlon, let stand for 24 hours. Refill the tank to the outlet Invert 5, All pumps and float trees must be accessible and serviceable from Li 1 0 123' 122 LEACHING POOL, �? Z Z after the 24-hour period Is complete. Let the tank stand for aniaccess openings. 'si i- O O additional 10-hour period. The tank Is approved If water level Is held �y 1 A 6'O•-r ° 12„ TRK, (OMIN) BED for the 10-hour period. Water pressure testing ►s recommended to be 4.Thc floats shall be attached to a Schedule 40 PVC float tree that1. 4 ANI 100 245 NITROGEN OF SAND OR PEA] > done onsite after Installation. can be, easily removed for service or adjustment.The floats shall not I REDUCTION SYSTEM (RAVEL BELOW .. N W m 1/A OWTS TANK CONSTRUCTION MATERIAL 1¢EQUIREMENTS: � attached to the force main. D-$OX �,�^ t r--6'-n•-ter BILL OF MATERIALS x 8'-0" -,h LU Z Z 5.The Department shall observe the pump system operate through a _7- \ ITEM Orr" P/N cese-RiPTIOTI E 3 normal operating cycle. ; �,Q37 �� I HA-ANIIOo 100,2 N TROdEN TIO CAOMPL£TE 4 �AS.gUILT 3'GLEAM a a I. Reinforced concrete shall have a minimum compressive strength of DLCO \ �, A I - rAN__5 ANIIO0 245 ATM>7rt 5A v m m 3,000 pounds per square Inch ( 5i) at 25--days set. 6.Ins action for leakage of the force main fittings will be made during eULD COORS , C` 1 B 1 150002 SN&STANDARD 2 TANK CONNECTING KITy HIC+eST EXPECTs7 fL��`R(� 0 P P q P y P 9 gs 9 > _ - - - SOIL TYPES) CO'RN�pe �♦ G I A56EMBLY,RE-CIRCULATION 245 COMPLETE ANII00 6R.OVP�WATER ELslb' the pump test procedure. LRE y / �V D I ANI100-P ANII00 1^U PLATFORM COMPLETE SURROUNDIN&L.P 2. Wall thickness shall be a minimum of three inches unless the design _ I E I EG5O-3O-1_200-PLG ECSO- OOL_PLG has been certified by a New York Licensed Professional Engineer as EXIST.I STRY 1O' "�o`\ -H inches Fw-' N cN complying with all appropriate, re ulremente, for thin wall construction. All4 Ob ELL%T. Halls,bottom and top shll contain re►nforc'Ing to resist an applied HIP M ALLow `o''� </�\ ' A5-BUILT SEPTIC SYSTEM 1�ETA I LS force of 300 pounds per square foot (psf). FP. EL.■ 18.0 EXIST.WOOD � BASEMENT EL.■ 11.0' % K DECK / �__i.....�•. /.� 3.Pre-cast Concrete sections shall be sealed with One (1) inch butyl k "� \ 1 50ALE: NT5 w N rubber joint sealant which conforms to ASTM G-0190. EAST �� I m STOCKADE A6-0UILT YNTER Y nice TO 4. All sower pipes shall penetrate the vertical sidewal l of the tank and 26' ca T �NN6iN`S I&MK A5-BUILT V 15TANCE-5 TO 5EPTI C 5Y5T�M COMPONENTS shall be sealed with grout or other means acceptable to the r r, (1 \��] I AO-WLT em1 \�, =- - { �A�eAT�a+Mtom Or such as watertight scaled flexible joint and the pipe �' �,PO � � '1G5''s'�'' 6' (MEASURED FROM BUILDING CORNERS) STOPPER OR SLATE OR OTHER STOPPER OR gasket fastened to the pipe with stainless steel retractable clomp(s)" SWTARYLRI�TO YXN 1-r' ^ END PLUG SUITABLE COVER. ((;;r��ry5 SAWARY LINE of - ---- --- - ---- - END PLUG 5. All Joints shall be scaled so that the tank is watertight. See section AM2 8t!LL 1 EwsT �7� �� i SYSTEM COMPONENT CORNER 'A' CORNER 'B' u' �v _ w .FtEpq 5-114,5.10. Tanks that are cast in place require prior approval from the ST eovEem /_- I Department and must be certified by a Licensed Professional Engineer. BUILDING DEPT. PAD " ` / Ci'_ ' ' I� C9� M• 0 At a minimum the floor and Halls of a concrete, tank must be 1 O.T'-1 ' *,� G - HYDRO ACTION AN-1100 32S 36.0 __ Li mss. �j A TO NN OF / I LLJ � monolithically poured. °m- 0 / I 'Do - LEACHING POOL 52.0' 42.5' C]' 6. Wlenever practical,concrete I/A OWTS shall not be located within EXIST.2 57RY I EXIST. ry SEWER PIPE groundwater. For Installations that are placed within groundwater,the DWELLING 1 0 BEDROOM) ( '� 'E' - LEACHING POOL 46.0' 55.5' r bottom and side portions, up to f5 inches above highest PUBLIC WATER M.FR OHFLLINO Ib'__ > I �� recorded/expected groundwater elevation,,of the VA OWTS unit shall I F.F.El_ - I6,e' --- -I-- I 45' ELBOWS 9� a37405 C� be monolithically constructed. In cases where this Is not practicable,the _ CRAHL5PACE M_■11.q' I F' - LEACHING POOL 44.5 4'1.0 30' ELBOW -/� F '1 I/A OWT5 unit shall be water- oofed u to 16 Inches above the highest �f `� y �� '��~�'� OF N�� I A&WLT WATER,�JPMY EXIST.1 recorded /expected groundwater elevatlon and leak tested to ensure O.S. 1 A I TO5-aee a rewce z 'G' - DISTRIBUTION BOX 55.5' 44.0' tightness prior to operation. \ coNa EAST. GG �SPARATILM INs MWIM HM. 'T. In cases when concrete tanks are Installed In groundwater,the design \ I I StT'11098�' PROJECT: professional shall submit buoyancy calculations to prove the weight of �,' the tank(with or without anchors or the addition of ballast) Hill be at �.'� -_-_-- I 45' ELBOW least 15 times more than the weight of the water displaced.Thed/ �� - 60' WYE TARTAG LIA buoyancy calculations shall be done usin highest o ectcd/recorded I , I - �►+'1 v >5 I ALTERNATE A ALTERHATE "B" groundwater elevation with the tank empty. 5oll cover on top of the �' `- I -..� ` �'' 1 16 y ��' -- "yam >� I ) CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC RESIDENCE i I - d p tanks) shall not be considered when detenTlining the amount of 1 DWELLING anchoring or ballast weight required. tl I / I PUBLIC WATER /'' RO:1"' EXIST.2ND STORY - I COWERED PORCH / IN ALL VIEWS, ALTERNATE "A" IS FOR BENDS, ALTERNATE "B" IS FOR USE WITH BLDG. EXTENSION/CONNECTION SUFFOLK COUNT)" HEALTH DEPARTMENT Ai�FROVAL I ' ��'� a� �' 55255 N R D c I ;- , I.S. REFERENCE NO.: R-20-0168 kr ,�; . , EXIST-2 OM) ,,,, GLFEAN-OUT G.O. DF-TAIL U ' S' >r (2 BEDROOM) GREENPORT NY X1944 0 ; L ��►� G HD.FR&APACE• TES APARTMENT j j oxer.ere - - NARrun a Ae eU� B P.F.P0 t-15 418' SCALE: NTS SUFFOLK COUNTY DE DA TI~V EI' I F HEALTHSERVICES �;;,,� I', t s�� DRAWING TITLE: MAIN ELEGTRIGAL SINAL Ll�l DICRA�M SITE PLAN APPROVAL CONSTRUCTED WORKS FOR �� I I ` F „; PANEL AT DWELLING 1 Lr. D.DOX i ;I COST.GONG.PAD 15' I E 4T i .,� - - MAIN BREAKER HOUSEZERO SETTING PROPOSED I/A OWTS �')I I� L E FAMILY E I E E � +/ 2552' , 1,. >* GONRYTION•, I ; ) As Tse TAx MAP s TARP tR4, / Hrr EAST. 14' ON OFF DETECTION IDOI � INDICATOR INDICATOR CIRCUIT / LIIE Or '� EXIST.OAS LRE MAINTAR4r1® EXIST.ASPHALT i \ Fn F"'I Date4/19/2022 H.S. Off. ` R-20-0168 PRGP,ID' %'MRS SETAltAT10N \ PROP.1m DRIVEWAY rrTvJ l ----------14'- -- - - EXI%T. � PAGE: INDICATOR nr CIRCUIT The sevi.a • - dispO riI and ol,%e7ter suppler facilities at tI-kIs location have leen ,� U Q e --------------- ------------------- NORTHROM RAM LOG ------------------------------------------------- ins edea.' r nd/or certified L this Department or other nf ncies and fo,_Ind ROAD CIRCUISP-100T p � p � CIRCUIT to be satls`actory FORE � rk.,r v i ro Jrvi + F---- 8 -- BEDROOrOS. o b � a a "� El ECTRICAL SERVICE AG (DC) INPUT POWER SUPPLY ONE-GRIP MIGROGOMPUTER TIRANGENNIT DATE: 08/18/21 1 OF 1 51 I E PLAN`► C, H CONTROL PANEL CIRCUIT SELECTORS F F�j �w� I n _ , n PLG CONTROL PANEL _ .. f SCALE: I -O - 20-O DEDICATED,30 O VOLT CRAIG N EPPERk RE. , CHIEF CIRCUIT BREAKER ff Oce, of Wastev000rater 1`t/ianagement F%:E J AT v. NC 11 IVR'�..,1,f',T.,.1 fit. I(-1 �'tL _ C'Fi j 11 ST Alli l,� AI..L CCY Ti:�_}^f ✓'r . .. � ��..r _`HF7 ? .Rii_,41(_I'I > t. REQ : , ,` '_ •'..JL)`' {_P t.u..,/ YC)R;-1 "FATE. DE`�IGN OR CC; „ i IiUOI"I )Iti Eri�0:;,5. C%!^ "pL`(WITH ALL CODES 0=' I N—W YORK STATE & ToWN CODES AS REIUIRE OF SO AVN ZBA s --- �OUTHOLD TOWN PLANNING B 4 OARD SOUTH N TRUSTEES tVf.s.DELu U All k C :;7FiCAT/ONY i L) CONTENT ENT BEFORE iC,I i E OF OCCUPANCY rr '- :_DER USED UJ VIA TER i, SYSTEM CA.NA'OT ,�L, `_c?i10 OF 1% LE✓SD. PLUMBING ALL PLUMBING WASTE Ve'ATER LI,vES P.::ED TLS;Ti�*:- CEFO;12 COVE[UNG t, 9 ` N Z W 0 U fee a 0 ^yam I; OF NEN ARCHITECTURE ANTHONY PORTILLO, R ,A, , LEED AP PROJECT: .. -^,;nur+.c� - .. .•:n*aw4r��•s+...... .. v .. - "'� � �� '4�Py" - •,ate a `m. - - .. 't+�.*d�, "x�••d=iaa-.aYam...:n.w.' AG LIA 4s�s ti3�s 1075 FRANKLINVILLERENOVATION ROAD 204 25TH STREET SUITE 2Q3LAUREL N .Y. 11948 BROOKLYN , N .Y. . 232 {"A LLC 55255 NORTH ROAD ® .516-214-0160 0:516-214-0:160 GREENPORT, N.Y. 11944 DRAWING TITLE: TITLE PAGE PAGE: T—100 DATE: 11/14/19 1 OF 5 NOTES $ SF'EG I F I GATT ONS PLUMBING CARPENTRY - FAOE <E)000' : IT 15 THE CONTRACTOR'S RESPONSIBILITY 1-0 KEEP THI5 GON5TRUGTION DOCUMENT BINDER I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 8 BETTER (Fb 8'75) UNLESS T06ETHER AT ALL TIMES. IT 15 AL50 THE OotdTRACTOR'5 RESPONSIBILITY TO READ ALL NOTES, SYSTEMS To BULLETIN NL20o1N COVE AND NYC DEP R.EOULATION5 AND NYC, OTHERWISE NOTED. I NSULA71 ON � FENESTRATION REG2U I REMENTS TITLE PAGE SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 05. 2. ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE 50RATCH GOAT. MAINTAIN T- I OO 2. PROVIDE HOT AND GOLD 544UT OFF VALVES AT ALL FIXTURES. 8" MIN. FOUNDATION EXPOSURE. NYSEGG 2015 TABLE GENERAL 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANOE5 IN DIRECTION 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO COMPONENT PROPERTIES R402.1.2 COMPLIES I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE AND AT BASE OF VERTICAL WASTE PIPES. PROVIDE SILL SEALANSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEI5HT5 WITH THE EXISTING STRUCTURE. NYSEGG 402.1.3 AND TABLES 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8 PER U-VALUE= 0.250 AIR 402.1.1 AND 402.1.2 MAXIMUM - I ®® GENERAL NOTES ' 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. FOOT. 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY TECO OR WINDOW U-FACTOR LEAKAGE 0.30 CFM/5F U-FACTOR=0.35 MAXIMUM YES ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. STRUCTURE/SITE SHALL BE FIELD VIERIFIED BY GENERAL CONTRACTOR. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: AIR LEAKAGE=0.30 CFM/5F STRUCTURAL DESIGN CHARTS - DISH WASHER.........................................2" 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN05 IN 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES - KITCHEN SINK........................................2" FLOORS, ROOFS, AND WALL5. MIN. R-20 AS PER TABLE AND AUTHORITIES HAVING JURISDICTION. - LAVATORY...............................................2" WOOD FRAME WALL R.-VALUE R-21 CAVITY INSULATION 402.1.2 OF NY5 ENERGY - 5HOWER/TUB..........................................2" 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, CODE - ZONE 4 YES' -200 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY - TOILET........................................................3" U.O.N. OF THE OWNER/BUILDER - LAUNDRY .................................................2" LITTON PLANS 5. ANY OMISSIONS OR DI5CREPANGIE5 OF PLANS AND/OR JOB CONDITIONS - FLOOR DRAIN..........................................3" "T. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. WITH THE WORK. THROUGH ROOF. TABLE R501 .1 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/GONGRE7E TO BE UNLESS APPROVED BY THE OF5 T THE STRUCTURAL 7. PROVIDE FRO5T-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN d P.T. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBER5 DRAIN COCK5 AS REQ'D. HOSE 5155 SHALL BE PROVIDED WITH BACKFLOW PROPOSED HOUSE FLOOR PLANS 7. CONTRACTOR TO VERIFY DIMEN_IONS OF FOUNDATION WITH FLOOR PLANS PROTECTION. 10. ALL EXTERIOR 5HEATHIN5 SHALL BE NAILED AS PER FASTENING SCHEDULE ON PAGE A-1. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON WALLS AND STRUCTURAL MEMBER ALLOWABLE DEFLECTION j\) MS BEFORE THE START OF FRAMING 8. WASTE FROM CLOTHES WASHER5 AND LAUNDRY TUBS ARE TO BE PROVIDED ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. WITH BACK FLOW PROTECTION. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN APPLICABLE. RAFTERS HAVING SLOPES GREATER THEN 3/12 L/180 qG . DO NOT 50ALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE H THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL HEALTH DEPARTMENT STANDARDS AND REGULATIONS. II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. W/ NO FINISHED CEILING ATTACHED TO RAFTERS HOUSE ELEVATIONS NAILING AS PER FASTENING SCHEDULE ON PAGE A-1 AND GLUED, U.O.N. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR INTERIOR WALLS 4 PARTITIONS H/180 CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL TO CONCEALMENT OF PLUMBING. 12. EXTERIOR 51HEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR 11. THESE SET OF DRAWINGS ARE TtiE PROPERTY OF ANTHONY PORTILLO, RAAPPROVED EQUAL. II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS A5 PER BUILDING GORE. FLOORS d PLASTERED CEILINGS L/360 AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT LJJ PERMISSION FROM THE ARCHITECT. NOR ANY POTENTIAL DAMAGE THEREOF. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. ALL OTHER STRUCTURAL MEMBERS L/240 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS RESPONSIBLE FOR ME516N INTENT ONLY. EXCEED 8'-O" AND AT EVERY 8'-O" EXTERIOR WALLS W/ PLASTER OR STUCCO FIN15H H/360 U MECHANICAL CONNECTIONS: LLj 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE EXTERIOR WALL5 - WIND LOADS W/ BRITTLE FINISHES L/240 ~ 0 1. ALL MECHANICAL CONNECTIONS SPECIFIED A5 "SIMPSON" MAY BE 14. THE CONTRACTOR SHALL KEEP 'PREMISES REASONABLY GLEAN AT ALL SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. A-2 TIMES. AT THE COMPLETION OF WOiZK, THE CONTRACTOR SHALL REMOVE ALL 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 C.1 RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLA55 AND LEAVE WORK SIMPSON MANUFACTURER. NECESSARY.3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES Q BROOM CLEAN. - -- INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRE55ED ON PAGE5 A-I � I5. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY THROUGH A-3 LIABILITY INSURANCE. ALL SHALL ,COMPLY WITH STATE AND LOCAL CODES LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" STRUGTURL DES I C N LOADS AND ORDINANCES. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. _ 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB I6. THE CONTRACTOR SHOULD FULLY GUARANTEE H15 WORK AND THE WORK OF MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. USE LIVE LOAD DEAD LOAD THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 6. ALL FA5TENINC CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER FLOOR SHALL NEVER EXCEED A 16 SPAN. COMPLETION OF PROJECT. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED 7. VARIATIONS IN CONNECTOR GONFIOURATION SHALL BE APPROVED BY 141. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING EXTERIOR BALCONIES 60 psf 15 psf 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ARCHITECT AS PER PAGE A-1 THROUGH A-3. ARGHITECT/ENOINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON' TOP MOUNTED BEAM HANGER AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN DECKS 40 psf 15 psf ATTORNEYS FEES ARI51N6 OUT OF OR RE5ULTIN6 FROM THE PERFORMANCE OF HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. TREATLUMBER w/ACCORDANCE w/ A.WPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE" LOSS OR EXPENSE (A) TREAT LER COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO AE35OR.BS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK GYPSUM WALL BOARD CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf ITSELF INGLUDIN6 THE L055 OR USE RE5ULTIN5 THEREFROM). (B) 15 CAUSED IN 1. 6YPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE COMPOUND METHOD. ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE,DECK CONSTRUCTION, ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS BE LIABLE R.E6ARDLE55 OF WHETHER OR NOT IT IS CAUSED IN PART BY A OTHERWISE NOTED. WATER RES15TANT (W.R) AT BATHROOMS AND WHERE 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf PARTY INDEMNIFIED HEREUNDER. DEEMED APPLICABLE. A. TRU55 JOIST MCMIL.L.IAN I.clE MIGROLAM I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 B. GEORGIA PACIFIC 2.OE 6-P LAM SLEEPING ROOMS 30 psf 15 psf BUT NOT LIMITED TO FORM-WORK, 13LOGETHOD FRAMING, NAILING, PLACING 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALL5 P5L (PARALLEL STRAND LUMBER) DENOTES BUT CONCRETE, ETC. ARE M- O CAREFULLY SUPERVISED BY THE CONTRACTOR (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET A. TRU55 JOIST MrMILLIAN 2.OE PARALLAM TO BE SURE THEY ARE IN ACBE CAR FU WITH THE SUPERVISED vRAHI65, SPECIFICATIONS O IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCING ALL TO BE INSTALLED AS PER MANU. SPEC.'S 5TAIR5 40 psf 15 psf APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS EQUIPMENT, CONCRETE FLOOR IF PLACED ON WOOD FRAME, INSTALL AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CONCRETE PANELS OF 5/8" THICC KNESS MINIMUM. 22. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE GUARDRAILS AND HANDRAILS 200 psf 15 psf CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, AUTHORIZATION OF THE ARGHITEGT/ENOINEER. 4. FINISH JOINTS, J-BEAD5, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE NOTES, AND TABLES ON PAGES A-1, A-2, 4 A-3. THE FASTENING SCHEDULE TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING 12 psf FOR ATTIC M. THE CONTRACTOR SHALL BE RE'SPON50LE FOR AN SHOP DRAWING5 TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 psf 15 psf FOR OATH. NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMEN510NS AND CONDITIONS SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED PERTAINING ARE TO BE FIELD VERIFIED. 5. METAL CORNER BEAD TO BE USED ON ALL O.'T51DE CORNERS AND AROUND SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 8 MANU. SPEG.'s). 20. CONTRACTOR TO REMOVE 6 RELOCATE AS REQUIRED ALL EXISTING WORK ALL OPENINGS. HOLDOWN LOCATIONS ARE 5PEGIFIED ON THE FOUND./FLOOR PLANS. ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 6. FASTEN GYP5UM BOARD A5 PER FA5TENINS SCHEDULE ON PAGE A-I. 23. COLUMN BEARING AS FOLLOWS: ASCE -1-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS TREATED POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END &RAIN, SPECIFICATIONS, UNLESS NOTED OTHERWISE. TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WALL w/ STEEL SHIMS d A MIN. 3/4 OF NON-SHRINK GROUT 22. PROVIDE FIREBLOGKING AS PER NEW YORK ACGE5515I1-I1Y STANDARDS. 6LA55 WINDOWS AND DOORS SECURE w/ (2) 1/2" (P ANCHOR DOL75 (4" LONG EXPANSION BOLTS 1. ALL GLA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. EXIST. HALLS b 12" LONG HOOKED 5OLT5 ® NEW FOUND. HALLS). FOR ANY GROUND SNOW LOAD 20 L55 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. Ib" UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS 2. GLA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® P057IN6, U.O.N.). COPYRIGHT PROTECTION ACT OF IgQO (AWGPA), WHICH HAS SEVERE PENALTIES. CLEARANCES ARE PROVIDED. (BUTIIII WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE BA510 WIND SPEED 130 MPH 3. ALL SLIDING 6LA55 DOORS, SKYLICHT5, AND ANY &LA55 UNIT INSTALLED IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ WITHIN 011 OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) S ANCHOR BOLTS, EXPOSURE CATEGORY B UNLESS OTHERWISE NOTED. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.y4" BENT PLATE 5" LONG CODES AND REFERENCE STANDARD_ w/6" RISE 4 w/ (2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SEISMIC DESIGN CATEGORY B 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH SET b" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGES A-1 THROUGH A-3. BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY MANUFAGTURER'5 5PEGIFICATION5. WEATHERING SEVERE MAINTENANCE CODE. 5. ALL WINDOW5 TO BE CAULKED AND SEALED AS PER NEW YORK STATE 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF ENERGY CONSERVATION CODE. ELECTRICAL: FROST LINE DEPTH 3'-O" Z WOOD FRAMING, AND CONNECTION 1.0 FOUNDATION - 2012 WOOD FRAME 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM w CONSTRUCTION MANUAL BY AF d PA. b. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR TO 2011 NATIONAL ELECTRIC CODE, NFPA -10 AND 2015 INTERNATIONAL ENERGY TERMITE MODERATE TO HEAVY ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. CONSERVATION CODE. O 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING 7 GODS. . ALL EXTERIOR DOORS ARE TO BE WC,1 WEATHERED STRIPPED AND PROVIDE ALL 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON TGE BARRIER REQUIRED YES SCREENS AND HARDWARE NEGE55ARY FOR PROPER FUNCTION OF SUCH UNITS. COMPLETION OF WORK. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL MECHANICAL CODE AND 2015 INTERNATIONAL FUEL 5A5 CODE. 8. ALL GLA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: w SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. - GENERALLY,VERIFY OR PROVIDE HARD WIRED Q 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, SMOKE DETECTORS w/ BATTERY BACK-UP IN: NFPA 70 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. a. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE A. EACH SLEEPING ROOM CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH w THE GHARAGTERI5TIC5 OF THE ANDERSEN WINDOW SPECIFIED. THE B. OUTSIDE OF EACH SEPARATE SLEEPING CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, AREA IN THE IMMEDIATE VICINITY OF GENERAL WIND PROTECTION CONNECTION NOTES: ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EGR.E55 ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RE51DF-NTlAL REQUIREMENTS. THE BEDROOMS (GENERALLY THE HALLWAY) CONSTRUCTION;SSTD 10-99 AND 2015 55C, HIGH WIND EIDITION WOOD FRAME CONSTRUCTION 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAY5 SHALL BE G. EVERY LEVEL OF DWELLING � (BASMENT, FIRST FLOOR, B SECOND FLOOR, ETC.) 1. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION HALLS, TEMPERED GLASS. FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. , 2. APPROVED CONNECTORS, ANV-FORS AND OTHER FASTENING DEVICES NOT INCLUDED IN THE STANDARD BUILDING CODE, SEGTOON 2306 OF ISG SHALL BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3. METAL PLATES, CONNEGTOR5, SCREWS, BOLTS ANr•) NAILS EXPOSED DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. AL4. WHERE WINDOW5 AND DOORS INTERRUPT WOOD 5TF ENA I L I NO/✓TRAFF I NO (2 ^ NOON/r' )00R HEADS 5HEATHING AND 51DIN6, FRAMING ANCHORS OR CONNECTORS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS IN AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. G 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING DONT 1 NUOUS SU I L.T-UP O I RC7ERS, THREE OR, MORE SUPPORTS NOTATION: RAFTERS EXCEPT WHERE COLLAR TIES OF 1X6 OR 2X4 LUMBER 15 LOCATED CONNECTION PATTERN SCHEDULE A- NUMBER OF 8d NAILS a EA. END OF STRAPPING (3.7, P. 157-2001) IN UPPER THIRD OF ATTIC, 5PAGE AND ATTACH TO EACH PAIR OF RAFTERS. B- NUMBER OF SILLSTUD5-ON FLAT(DOES NOT APPLY TO DOORS) (3.235, P. 1113 -2001) PROJECT: 6. UPLIFT CONNECTORS SHALL BE' PROVIDED AT EACH RAFTER BEARING. 7. FLOOR TO FLOOR HOLD-DOWN.5 TO BE PROVIDED EVERY 45 AND EVERY BETWEEN 1/6 G- NUMBER OF FULL HEIGHT KING STUDS 4t 1/4 OF A a EA. 51DE OF HEADER (3.230,P. IcI5 - ALTERNATE;3.23D, P6. IQ4 -2001) 16" WITHIN 4' OF EXTERIOR CORNERS. CONNECTION DESCRIPTION 5. SILL PLATE TO FOUNDATION ANGHORA6E;SILL PLATE SHALL BE ANCHORED PATTERN ASSEMBLY REQUIREMENTS: D- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD TARTAG LIA TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER TO END OF HEADER o EA. SIDE (3.7, P. 15'1 4 WORKSHEET-2001) MAX.32" SIDE BY SIDE ARE CONTINUOUS OYER THREE OR MORE E- NUMBER OF JACK STUDS a EA. END OF HEADER (3.22F,PI4I-2001) OF g" AND 3"X3"X�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE A (2)ROWS IOd NAILS m 12"0.0. P F- NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD RENOVATION PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE A BOLTS SHALL HAVE A MINIMUM' EMBEDMENT OF 7" IN CONCRETE/MASONRY D (5)ROw5 IOd NAILS m 12"O.G. SIXTH AND ONE QUARTER THE 5P,AN LENGTH FROM AN FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS P TO END OF SILL(5) ® EA. 510E (DOES NOT APPLY TO DOORS) INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, C (3.8,P. 157 +E WORKSHEET -2001) AND AT 5PAGING NOT EXCEEDING 4' ON CENTER. L J l2)ROWS I/2" m BOLTS 012"O.G.STAGGERED; THO-PIECE NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE DBL.m ENDS BUILT UP GIRDER PMAX.52" TO BE JOINTED ON THE SAME SIDE OF THE SUPPORT. (2)ROWS 1/2" m BOLTS m Ib"O.G. MAX. B E FASTENING SCHEDULE B 55255 NORTH ROAD NAILING: ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS C�(2)Rows BOLTS m 24"O.G. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE SIDE [IN ACCORDANCE WITH WOOD FRAME GREENPORT, N.Y. 11944 BETWEEN 1/6 WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE, GONSTRUGTION MANUAL 2001 EDITIONI (2)ROWS 5-5/8"TRU�'5LOCK 5GREW5 m 12"O.G. $ 1/4 OF A F OTHERS 5TA66ERED WITH A DISTANGE OF I6 INGHES SCREWED ON(U SIDE OF MEMBER BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE (2)ROWS 5-3/8"TRU55LOGK SCREWS m Ib' O.G. A NOTATION DRAWING TITLE: SCREWED ON(1)SIDE OF MEMBER TO BE NAILED FROM EAGH SIDE w, IOd NAILS, TWO NEAR (2)Rows 3-3/a"TRUSSLocK SCREWS m 24"O.C. EACH END OF EACH JOIST, OTHERS STAGGERED w/ A R :'N: H B G D E F 6 GENERAL NOTES H SCREWED ON(1)SIDE OF MEMBER DISTANGE OF 32" BETWEEN NAILS IN A HORIZONTAL LINE. OFC (2)ROWS s"TRUSSLOGK 5GREW5 m 12"O.G. THREE-PIECE DESIGN DETAILS SCREWED ON BOTH 510E OF MEMBER BUILT UP GIRDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d NAILS 2'-0" 2 1 1 1 1 I �K�(2)ROw5 5"M65LOCK 5GREW5 m 16"O.G. ON EA. SIDE w/ TWO NEAR EA. END OF EA. PIECE, INGLUDIN6 J SCREWED ON BOTH 510E OF MEMBER INTERMIDIATE JOINTS, AND w/ 'HE OTHERS STAGGERED w/ 4'-0" 4 1 2 2 2 2 (2)Rows s"TRUrSLOGK 50REW5 m 24"O.G. BETWEEN 1/6 A DISTANCE OF NOT MORE THAN 32" BETWEEN NAILS IN A 5GREWED ON BOTH 51DE OF MEMBER f 1/4 OF A HORIZONTAL LINE. REQUIRES SILL PLATE OF 2"xb" (MIN) 6'-O" 5 I 3 3 3 3 NOTE: P FOUR-PIECE GIDER5 ARE TO SE A55EMLED A5 SHOWN, AND REQUIRES (3) 2"x12" HDR (MIN.) PAGE: I.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON NAILED W/ 20d NAILS AS SPECIFIED FOR THE THREE-PIEGE 8'-O" -i 2 3 4 4 4 PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER GIRDER. t CONNECTION PATTERN'B'WHEN 10"OR LARGER -100 f 2.WHEN 50REKNO OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANGHORIN6: OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER p. GIRDERS ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, NAILED TO WOOD P05TS OR BOLTED TO STEEL COLUMNS. DATE: 11/14/19 2 OF rj 0E I ` EF,,,AL 5 I �50L <E*%r : : _ EX15TINO TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. EX15TINO TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 5TL. WHEN APPLICABLE) F. W U w ~ U U J Q EX15T. GUNROOM a \��✓�� i Cr�� EXIST. I I BATHROOM I I �`-_% EXIST LA �_�i _�� EXIST. BATHROOM -J I /i��\ I GL. ^� II\\lal�ll I ^ \\ I EXISTING PLUMBING II I 1 II F I XTURE5 TO BE II II REMOVED / OPEN TO I I ——— / OPEN TO v ABOVE EXISTING ——— !!!/// BELOW WINDOW TO BE REMOVED EXISTING PLUMBING EXIST. FIXTURES TO BE BEDROOM IL EXIST. EXISTING PORTION EXISTING DOOR TO REMOVED UP OF WALL TO BE BE REMOVED REMOVED J EXIST. r--- \\</ III BEDROOM I EXISTING RAILING TO BE EXISTING WALL d —� KITCHEN WIND WTO EXIST. REMOVED / EXIST. I DOOR TO BE / EXISTING EXISTING APPLIANCES iWASHE BEDROOM j jj I BE REMOVED DN. REMOVED I i Ll —=a `BE SETREM V AND CABINETRY TO BE EXIST. I I EX15T. / BE REMOVED — // REMOV BATHROOM III j ExI5TIN5 I I _EXISTING CLOSET I n WINDOW TO BEDROOM I I G1 1 1 I I EXIST. BE REMOVED — I TO BE REMOVED Z MUDROOM \\ I \��1 �� I I V EXISTING WINDOW II � I I DW I TO BE REMOVED-\\ I U L\ Ji I ---- __----_ --- � EXISTING WINDOI^I EXISTING W7 EXISTING WINDOW WINDOW EXISTING WINDOW 1 DOOR TO BE ` TO BE REMOVED TO BE REMOVED TO BE REMOVED REMOVED \ 1 LOCR D OL I TO OF N I SCALE: 1/4" = 1'-0" EXIST. BEDROOM j ill EXIST. EXISTING GL. WINDOW TO sv ter .'1y! BE REMOVED 0. -<y� X37413 dor- �� MAIN MOUSE - FIRST FLOOR DEMOLITION FLAN 50ALE: 1/4" = 1'-0" PROJECT: TARTAG LIA RENOVATION 55255 NORTH ROAD GREENPORT, N.Y. 11944 DRAWING TITLE: DEMOLITION PLANS PAGE: A-200 DATE: 11/14/19 3 OF 5 O NE FAL. SNr '50 L < `r: _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.G. NEW FOUNDATION WALL A\4" FRESH AIR VENT 5TL. WHEN APPLICABLE) THROUGH ROOF O I g I FLOOR PLAN NOTES FLOOR PLAN NOTES i a I STAIR 4 RAILING NOTE: WINDOW/DOOR FRAMING: O1 5 I. ALL NEW STAIRS SHALL HAVE MAX.7-3/4 SEE PAGE A-100 FOR FRAMING Rt O 1 d MIN. 10" Tr - RISERS SHALL BE CLOSED ELEMENTS AROUND DOORS AND 2. 42" HIGH GUARDRAIL d SPINDLE SPACING WINDOWS (TYP. FOR ALL) U.O.N. NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE; FULL BATH 36" HIGH HANDRAIL d 5PINDLE SPACING NOT NEW LAUNDRY ROOM: _ TO ALLOW PASSAGE OF A 4" (P SPHERE O 1. NEW WASH /DRY HOOK UP __ 2 I FULL BATH 3. GRIPPABLE RAIL AS PER CODE 2.COORDINATE LAUND. ROOM 4 DOOR _---r- j NOTE: DIM.'s w/51ZE OF EQUIP. r 1 I I SMOKE DETECTOR / CO DETECTOR NOTES: 3.PROVIDE HOOK UPS AS REQ'S PER ALL PLUMBING WORK OMANU. I "I I 1 SHALL CONFORM TO 2 I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT 2 I 2 d I O LOCAL PLUMBING CODE SMOKE / CARBON MONOXIDE COMBINATION DETECTOR 12 I DRYER EXHAUST NOTE: a I I j I PROVIDE "ABE500 FF200 FR �p HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. I I I EXPANDING FOAM"(OR EQUAL) X 4 2.INSTALL ALL AS PER MANU. °iPEG.'s I. DUCT SHALL TERMINATE TO EXTERIOR I I I AT ALL PENETRATIONS IN FIRE Oa 4. SMOKE DETECTOR AND CAR30N MONOXIDE DETECTOR 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY uWi I I RATED WALLS AND w �j I% 31 u EGEND I I FLOORS/GEILIN65. PRODUCT N * IV s' I= ____ HOT WATER IN COMPLIANCE WITH LOCAL CODE OPENINGS ISHOWER 2" I I CONFORMS TO A5TM E 514, "1 Iry SHOWER n� IQ m H -� SUPPLY 3.DUCT SIZE AS PER MANU. I I A5TM E 84,AND UL 14'Iq - I- - 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER G.O. 2 ---------`&-----------------------� COLD WATER ODOOR NOTE: 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 3' .._.._.._.._.._.. 1 _.._.._.._.. ._.._.._.._.._.._.--.._..-.. "-"-' SUPPLY 3 I. INSTALL NEW INTERIOR DOORS WHEN GALLED CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO _ OUT ON PLANS BY 'JELD-WENI' (OR EQUAL). CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO FULL BATH --_2_- 1 OTE: I I PROVIDE "ABESCO FP200 FR OUT L PLANS T 'IOERMATRU' (OR EQUAL). EXCEED 8 FEET AND SHALL BE LISTED AND LABELED _ l 1 KITCHEN ALL PLUMBING WORK FULL BATH LAUNDRY I KITCHEN EXPANDING FOAM"(OR EQUAL) W SHALL CONFORM TO j I AT ALL PENETRATIONS IN FIRE IN ACCORDANCE WITH UL 2158A. ____ r- j LAUNDRY I LOCAL PLUMBING CODE RATED WALLS AND 3.DOOR TYPE TO SELECT 6.EXHAUST DUCTS SHALL BE MIN O.OI6" THK RIGID I I I II FLOOR5/GEILIN65. PRODUCT 4.INSTALL AS PER MANU SPEC.'S p r 2111 "I �1 1.2" O j I CONFORMS TO A5TM E 814, METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS I 2 RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST LL I I I �„ I GLEAN OUT Q4 I ASTM E 84,AND UL 14?q V �- 1 I 1 I A5 REOV I i I I I p� W WINDOW NOTE: DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL N 12 I I I IQ Q 1 I O 1. ALL NEW WINDOWS d DOORS 5HALL BE SCREWS 1 I I EXIST.F.A.I.TO v Q j i I �Jg U ANDERSEN 400 SERIES CASEMENT, DOUBLEHUNG, 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER I I REMAIN 3j 13 �I IU I IvIv $ _ —I OR GLIDING (AS NOTED); INSTALL AS PER MANU. LOCATION TO THE WALL OR ROOF TERMINATION. THE I 1 2 _ IV x: _ iv V J MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 15HOWER 2° I 2 nl In SHOWER ry I Iry m ry j I n 5PEC.5. FOR SUBSTITUTIONS, SEE NOTE #1 IN FEET FOR EACH 45° BEND AND 5 FEET FOR EACH �f0° I WASHER 2" DW I� - EKISIER GLASS WINDOWS AND DOORS" ON PAGE A-100 2.IF CASEMENT WINDOWS - ALL. GSMNT WNDW5 BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES C.O. 2 3" --------- ------=------ --- -----= --- -- Q SHALL HAVE STRAIGHT ARM HINGE WHEN NOT INCLUDE THE TRANSITION DUCT. G.O. �- -••-••-••-••-•• -••- •-••-• �s - •- -••-•• -••-••-• -•• •-..-••-•• r 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE G.O. EXIST.WATER CT TO� TILT WA5H NEW EXHAUST FAN SHALL BE INSTALLED WHERE 4" 4.ALL GLAZING WITHIN 18" OF FF TO BE TEMP. 6L. O VENTILATION 15 NOT MET BY MEANS OF NATURAL SUPPLY SYSTEM CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR EXIST.4" I k * EGRE55 NOTE: SPACES AS PER NYS MECH. CODE SECTION 403.3.2.3; w HOUSE MAIN u IN COMPLIANCE WITH NEW YORK STATE BUILDING INSTALL AS PER MANU. 5PE05 � 4" DRAIN CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF EXIST.HOUSE EGRESS SHALL BE FOLLOWED: N I �-., TFLAP NET CLEAR OFF-NINO........... 5.7 S.F. G O I NET CLEAR HEIGHT............... 24" MINIMUM \\\ NET CLEAR WIDTH................. 20" MINIMUM I I TO STREET 4" I rWATER MAIN TO EXIST. SEPTIC .._. ...... SYSTEM MAIN HOUSE - FLUME31 NO RISER - r7)RA I N / NASTE / VENT MAIN HOUSE - FLUMB I NO R I SFR - SUFFL`I' SCALE: NTS SCALE: NTS EXIST. 5UNROOM REPLACE5'-7" HEAD HEIGHT EXISTING 5-1�2 ® WALL SHOWER, VANITY E WG XI U T_ H Z O NEVI NEW NEW STORAGE DUCTLESS DUCTLESS , UNIT UNIT In NEW ACCESS 0 O � EXIST. HATCH U :fl BATHROOM 00 � Q EXISTING FIREPLACE $ O J 0 HEARTH TO REMAIN f O / OPEN TO NEW CABINETS d / _OPEN TO (((/// [[[/// `t BELOW � w Lt BAR ABOVE� REMOVE AND .� � REPLACE EXISTING MODIFIED WINDOW IN KIND BATHROOM PROV. NEW PROVIDE +� �D EXIST. STAIR�HANDRAIL ® EXIST. 2 4 5 VANITY WC 6-6" 2'-4 �`' BEDROOM 2 11'-2}/2" EXIST. • • p UP SM/GO PROV. NEW SM/CO HANDRAIL ® EXIST. y 2 PROV.NEW DBL. 'I`-2'-6" 3 5 LOFT �- Npl„I I '_DROPPED LVL 4 5 �- 9+ DUUNICTLESS • EXIST. DUGTL.E55 � o� EXIST. REMOVE AND BEDROOM UNITS y �O F �� BEDROOM REPLACE EXIiTING EXIST. WINDOW IN KkD DN. VENT MODIFIED 5 4 2 2 PROJECT: 6 2 NEN KITCHEN EX15T. EXIST. _ DUGTLE55 REPLACE APPLIANCES AND — BATHROOM NEW • OFT • MODIFIED • UNIT CABINETRY REMOVE ANP /-DUCTLESS 5M/GO 5M/GO BEDROOML1, TARTAG LIA EXIST. SM/CO `� EXIST. NEW REPLACE EX5TING UNIT 14'-2° DUCTLESSIT WINDOW IN KND RENOVATION MUDROOM � � DW � GL. UNIT 2 Ll v O 0 4:1 Luv �° 5M/CO 4 5 5 4 5 4 s 4 55255 NORTH ROAD 2 DUGTLE55 I2'-IOY2" G R E E N PO RT, N.Y. 11944 REMOVE AND REMOVE AND _11"-2 REMOVE AND REMOVE AND -1 • UNIT REPLACE! EXISTING REPLACE EXISTING REPLACE EXISTING REPLACE EXISTING SM/GO REMOVE AND REPLACE EXISTING WINDOW IN KIND WINDOW IN KIND WINDOW IN KIND WINDOW IN KIND WINDOW IN KIND DRAWING TITLE: NEW EXTERIOR WALL MAIN MOUSE — FIRST FLOOR PLAN PROP. MAIN HOUSE FLOOR PLANS INFILL ® REMOVED (3) NEW DOOR;MIN. R-21 5 4 CONDENSERS INSULATION INSIDE EXIST. WALL CAVITY BEDROOM SCALE: I/4" = I'-o" PLUMBING RISER DIAGRAMS EXIST. REMOVE AND GL. REPLACE EXISTING WINDOW IN KIND PAGE: MAIN HOUSE - FIRST FLOOR PLAN DATE: 11/14/19 4 OF 5 r W U W ~ U REMOVE AND Z J REPLACE EXISTING U J WINDOW IN KIND '-- REMOVE AND Q REPLACE EXISTING WINDOW IN KIND p-loj ° REMOVE AND REMOVE AND REPLACE EXISTING REPLACE EXISTING WINDOW IN KIND WINDOW IN KIND MAIN HOUSE - FRONT ELEVATION MAIN HOUSE - R 1 C HT ELEVATION 50ALE: 1/4" = I'-O" 5r-.ALE: 1/4" = I'-O" z w O V FE ��j .......... il Q �u ---��_ 1A.P,,,.f � 4(3b p� p REMOVE AND REPLACE EXI5TING ° WINDOW IN KIND NEW SIDING AT NEW EXTERIOR WALL INFILL PROJECT: TARTAG LIA MAIN MOUSE - REAR ELEVATION ','-IAIN HOUSE - LEFT ELEVATION RENOVATION 50ALE: 1/4" = I'-O" 50ALE: 1/4" = 1'-0" 55255 NORTH ROAD GREENPORT, N.Y. 11944 DRAWING TITLE: MAIN HOUSE ELEVATIONS BUNGALOW ELEVATIONS PAGE: A-400 r DATE: 11/14/19 5 OF 5