Loading...
HomeMy WebLinkAbout43961-Z �ao�OgufFO�'�coGy Town of Southold 4/19/2021 P.O.Box 1179 0 C-7 ►� 53095 Main Rd '✓�j�1 �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41960 Date: 4/17/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: Montank Ave,Fishers Island SCTM#: 473889 Sec/Block/Lot: 10.-8-1.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/26/2019 pursuant to which Building Permit No. 43961 dated 7/15/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and"as built"deck addition to existing sinl e-family dwelling as applied for. The certificate is issued to McCall,John of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43961 10/19/2020 PLUMBERS CERTIFICATION DATED A rized Si nature �'�z TOWN OF SOUTHOLD gUFFo(,{���Gy BUILDING DEPARTMENT Co TOWN CLERK'S OFFICE SOUTHOLD, NY 414 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#: 43961 Date: 7/15/2019 Permission is hereby granted to: McCall, John 253 W 72nd St Apt 1906 New York, NY 10023 To: construct alterations and outdoor shower to existing sinlge-family dwelling as applied for. At premises located at: Montank Ave, Fishers Island SCTM # 473889 Sec/Block/Lot# 10.-8-1.1 Pursuant to application dated 3/26/2019 and approved by the Building Inspector. To expire on 1/13/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $265.60 CO -ALTERATION TO DWELLING $50.00 Total: $315.60 Bui in ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 G Date. Il 1 New Construction: Old or Pre-existing Building: (check one) Location of Property: ` House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section 01 Block Y Lot Subdivision Filed Map. Lot: �p Permit No. 0 Date of Permit. Applicant: `/'✓"�V 5106#dam Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 50 Applicant Signature Building Department Application AUTHORIZATION ` (Where the Applicant is not the Owner) I, ��l/1 V1 M C,CA [ ( residing at (V-I ), -� (Print property owner's name) (Mailing Address) Ido hereby authorize (Agent) to apply on my behalf to the Southold Building Department. l (O 1 er's Signature) (Date) 11 (Print Owner's Name) rjv so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road "mss' , Fax(631)765-9502 P.O.Box 1179 roger.richert(Qtown.south old.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. John McCall Address: Montauk Ave (436 Alpine Ave) City: Fishers Island St: New York Zip: 6390 Building Permit#: 43961 Section: 10 Block- 8 Lot. 1.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: TPI Electric License No: 33396-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 100a Heat elec Duplec Recpt 18 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 5 Smoke Detectors 2 Main Panel 100a A/C Condenser 1 Single Recpt Recessed Fixtures 1 CO Detectors Sub Panel A/C Blower 3 Range Recpt 50a Fluorescent Fixture Pumps Transformer AppliancesN Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 100a Switches Twist Lock Exit Fixtures TVSS Other Equipment: 2-combination smoke / co detectors, electric heat pump / condensor with 60a disconnect,3-blowers,2-paddle fans, 1-bath fan, 1-electric wall heater,3-under cabinet lights,8-ARC fault circuit breakers Notes. Inspector Signature: Date: October 19 2020 81-Cert Electrical Compliance Form.xls pE SOUIyO� TOWN OF SOUTHOL°D BUILDING DEPT. 765-1802 -INSPECTION , [ ] FOUNDATION 1ST [VfeROUGH PLBG. [ . ] F UNDATION 2ND [ ] INSULATIOWCAULKING [ FRAMING /STRAPPING `[ ] FINAL [" ] FIREPLACE &'CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION " [ ]= ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ��• 22� DATE l•Z �9 INSPECTOR Yi �o��OE SOGTyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] IN ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O C - . REMARKS: .�.. DATE INSPECTOR . W l OE SO//l�°6 # ' TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm ' 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] . FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING lvfooFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATION [ ]` ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �� O DATE INSPECTOR EVELYN COLE SMITH ARCHITECTS, LLC PO Box 182 November 20, 2020 134 Main St Putnam, CT PufnaMr. Michael Verity, Chief Building Inspector 0 9570 Town of Southold 860 Town Hall Annex Building 5375 Route 25k PO Box 1179 Southold, NY 11971 i• ' s JAN - 7 2021 Re: John McCall Cottage Montauk Avenue Fishers Island, NY Building Permit No.#43961 Dear Mr. Verity, Please be advised that, as a registered architect in the State of New York, I certify that the above referenced project was insulated according to the requirements of the 2015 State Energy Conservation Construction Code in effect at the time of installation (November 2019). Should you have any questions or require additional information, please call upon me. Sincerely, ip `'-) A GOLD u^ Evelyn Cole Smith, AIA, LEED-AP • S y.z..:ii' o f E[EB - 8 201 www.ecsarchitects.com EVELYN COLE SMITH ARCHITECTS, LLC PO Box 182 March 31, 2021 134 Main St Putnam,CT 06260 Mr. Michael Verity, Chief Building Inspector 860 315 9570 Town of Southold Town Hall Annex Building 5375 Route 25 PO Box 1179 Southold, NY 11971 Re: John McCall Cottage Montauk Avenue Fishers Island, NY Building Permit No.#43961 Dear Mr. Verity, Please be advised that, as a registered architect in the State of New York, I certify that the framing and other building components of the above referenced project were carried out in substantial compliance with the contract documents prepared by this office, and in accordance with the requirements of the 2015 Building Code of the State of New York in effect at the time of renovation (July 2019). Should you have any questions or require additional information, please call upon me. Sincerely, 1*4dz� Evelyn Cole Smith, AIA, LEED-AP � ED AAC \r9 Cotg �v U LU X29794.1 y®� SOF M- - www.ecsarchitects.com FIELD iNSPECTION REPORT • FOUNDATION(IST - paw ROUGH FRAMING PLUMBING INSULATION PER N.Y. STATE ENERGY • 1 III!AM 1 � {� - WE ADDITIONAL MMENTS i i► ; � - �_ .� -- - - • T,OWN-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 X TEL: (631) 765-1802 , Planning Board approval FAX: (631) 765-9502 Survey X Southoldtownny.gov PERMIT NO. Check X 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 ! —,2 04 Mail to: LUSKER SPOFFORD Disapproved a/c PO#299 FISHERS ISLAND, NY Phone: 631-788-7279 Expiration ,20 (� a Ro 0 V I E Buildmg nspector PLICATION FOR BUILDING PERMIT PEAR 2 6 2019 Date MARCH 19 , 2019 INSTRUCTIONS a. TW a lQRMW� Pcompletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. , a of applicant or name,if a corporation) PO#29$FISHERS ISLAND, NY 06390 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder BUILDER Name of owner of premises John McCall (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. H-54418 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1073 Montauk Avenue Fishers Island House Number Street Hamlet County Tax Map No. 1000 Section 0111 Block 8 Lot 1.001 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single family residence b. Intended use and occupancy Single family residence 3. Nature of work(check which applicable):New Building Addition Alteration X Repair Removal Demolition Other Work (Description) 4. Estimated Cost $50,000 Fee $449.60 ($200 + 624 SF x$0.40 =449.60) (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars NA 6. If business, commercial or mixed,occupancy, specify nature and extent of each type of use. NA 7. Dimensions of existing structures, if any: Front 24 Rear 24 Depth 26 Height 9 Number of Stories 1 with partial basement Dimensions of same structure with alterations or additions: Front 24 Rear 24 Depth 26 Height 9 Number of Stories 1 with partial basement 8. Dimensions of entire new construction: Front NA Rear Depth Height Number of Stories 9. Size of lot: Front 65' Rear 85' Depth 115' 10. Date of Purchase 2018 Name of Former Owner Micheline McCracken 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises?YES NO 14.Names of Owner of premises John McCall Address 253 W. 72nd St. NY, Pl ione No. 347-886-4063 Name of Architect Evelyn Cole Smith Address POBox 182 Putnam, Ghon No 860-315-9570 Name of Contractor Lusker Spofford Address Fishers Island, NY Phone No. 631-788-7279 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accura to foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFU)45(G•(�' je/�V being duly sworn,deposes and says that(s)he is the applicant (Name ot individual signing contract)above named, (S)He is the Ccvl 41-4 e'-Or I (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to.before me this HERNAliMAGOLAR 2 day of _201q Notary Public,state Rf No , No.OIA6635776 Q,calffled in Westeheste s•:n Ex fires ,2 Notary Public Signature of Applicant Scott A. Russell ,��® �� ST01kMWAT]EIR. SUPERVISOR AWAINN A(Gr]EMI ENT ®� SOUTHOLDTOWN HALL-P.O.Box 1179 ® `� Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOFS THIS PROJECT INVOLVE ANY OF THE E FOILLOW IING: Yes No (CHECK ALL THAT APPLY) ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑Q B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑❑x D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑0 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. �C If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. : 1000 Date. '' p� District NAME V c�+i Section Block Lot "ool `�""�" ****FOR BUILDING DEPARTMENT USE ONLY**** Contact InformahoR 63i -7&Y (r&pb—N..b.) Reviewed By: Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — 1073 Montauk Avenue Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Fishers Island, NY - - - - - - - - - - - - - - - - - ® Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 r IrBUILDING DEPARTMENT-Electrical Inspector u;���^ ��`;: TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr _southoldtownny.gov a seand(&-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: Company Name: 1&� ak r-rh C_ Name: License No.: email: 1 tc, p Address: Xt,-2 I X33 Phone No.: 0 JOS SITE INFORMATION (All Information Required) Name: ,�vVtJ IA CeA�A Address: /Vgo Owe— Q Q4AAs -_-rsG,4j g� Cross Street: 10, W7/AJ Phone No.: Z!�-/& 2 Y a SCP Bldg.Permit#: e/Z 9(,! t email: Tax Map District: 1000 Section: ) 0 Block: Lot: I BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YESNO Rough In Final Do you need a Temp Certificate?: YES IM03 issued On Temp Information: (All information required) Service Siz 1 P 3 Ph Size: _/ffZl A #Meters_� Old Meter# New Service- Fire Reconnect-Flood Reconnect-Service Reconnected-Underground -Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: cep ®B 11 ` ;� . , PAYIVIEIVT DUE WITH APPLICATION 66 OCT 2 a 2019 Request for Inspection FoffnAs () , i��..SIL.'wa,.l\��.7 lLd S��'t"�,L�p BOARD MEMBERS ��0f SOUjyo Southold"Ibwn Hall Leslie Kanes Weisman,Chairperson ti0 !p 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �, �Q 'Town Annex/Frst Floor, Robert Lelinert,Jr. Ol 54375 Main Road(at Youngs Avenue) Nicholas Planamento y��U01 Southold,NY 11971 http://southoldtownny.gov ZONING.BOARD OF APPEALS TOWN OF SOUTHOLD R�Cs V i Tel.(631)765-1809-Fax(631)765-9064 takL1o:55 AM e NOV 2 6 2019 FINDINGS,DELIBERATIONS AND DETERMINATI , MEETING OF NOVEMBER 21,2019 SOUtd To Clerk ZBA FILE:#7337 NAME OF APPLICANT: John McCall PROPERTY LOCATION: 1073 Montauk Avenue,Fishers Island,NY SCTM# 1000-10-8-1.1 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated October 26, 2019 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. TOWN OF SOUTHOLD OFFICE OF THE ENGINEER: This application, was referred for an evaluation and recommendation to the Office of the Engineer. In their letter dated October 16, 2019, the Town Engineer stated that there are no other concerns about the structure due to the current conditions of the adjacent structures, beyond what the Building Department has already addressed. Furthermore, the "as-built" deck is considered too small to require drainage,therefore there are no issues with regard to Chapter 236 Stormwater Management. PROPERTY FACTS/DESCRIPTION: The subject,property is an oddly shaped,non-conforming 6,510 square foot parcel located in an R-40 Zoning District. The parcel runs 65.36 feet along Montauk Avenue, 29.60 feet on the North East side, 62.28 feet on the South East side, 85.34 feet on the South side, and 115.06 feet on the West side. The parcel is improved with a dwelling, porch, deck, and retaining wall with steps. There is a 16 foot right of way bordering the South side of the property. All is shown on a survey prepared by Richard H. Strouse, LLS, dated August 12,2016. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280- 124 and the Building Inspector's April 18, 2019 Notice of Disapproval based on an application for a permit to legalize an "as built"deck addition to an existing single family dwelling; at 1)'less than the code required side yard setback of 10 feet; located at 1073 Montauk Avenue,Fisher's Island,NY SCTM# 1000-10-8-1.1. Page 2,November 21,2019 #7337,McCall SUM No. 1000-10-8-1.1 RELIEF REQUESTED: The applicant requests a variance to legalize an"as built"deck with a side yard setback of .48 feet where code requires a minimum side yard setback of 10 feet. ADDITIONAL INFORMATION: A letter of support was received from the neighboring property owner. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 7,2019 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 5267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The deck, is set back far from the street, and has been in place since 1978. The neighborhood consists of single-family homes and commercial property. The commercial property, the Pequot Inn, is adjacent to the subject property and the Inn is located at a considerable distance from the"as-built"deck. In addition,there is substantial vegetative screening separating the Inn from the deck. 2. Town Law 4267-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 property contains substantial slopes. The only area of level ground is in the corner of the lot close to the property line where the house and deck are built, thereby creating the need to place the deck in a non-conforming location and the need for variance relief. 3. Town Law 5267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 95%relief from the code. However, the existing location of the applicant's dwelling gives the applicant little flexibility as to where to place an attached a deck. i 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 subject deck has been in its current location for more than 40 years without adverse impact and is well screened from the adjacent commercial property by existing vegetation. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 5267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a deck 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 Dantes, seconded by Member Weisman (Chairperson), and duly carried,to GRANT the variance as applied for, and shown on the architectural plans by Evelyn Cole Smith, Architect, dated June 21,2019 and the survey prepared by Richard H. Strouse,LLS, dated August 12, 2016 ami r7nvi�.fin.+A.,.... oL,. -..._..... __ _ r. v . _ Page 3,November 21,2019 #7337,McCall SCTM No. 1000-10-8-1.1 SUBJECT TO THE FOLLOWING CONDITIONS: 1. The"as-built"wood deck shall remain open to the sky. 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 building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site-plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized- under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(3) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson),Dantes,Acampora,Planamento and Lehnert.(5-0) L slile aKaaneskeisman,C airperson Approved for filing/a� /2019 /O L/liE/Z /�oG �G os LE.40 PicuG /' fN1o7s.98 ® L/462 7107 AG J3S 3O LiO,-/Z 72.07 PG J¢i i / 0. /S'.4 c'w4 v 1 G ` ti 0 r ;�. T © z 3 UN - .4aE g G.FOiJETic Just✓6Ir' rn/A4/GCJL,fT/w../ pis Ro S rind 141- ,fTia)Tro til ��pROS� i •,3), , � F^CE of . O a/II LL. W 3s za°o7 3o"E Sq S ` I i ���� �� �LA.c/ O•C F/100E2 T Y of /Yl/CAIAE 44/4/4 .fcvta.: AC 20 FT. �io+�t/OIER /41Lr1�'/�CiK/n/G,E.ty.(,J 1 1 r LEAD PLUG a (FOUND) v Oro + STEPS N/F JK PEQUOT LAND AND PROPERTY LLC RETAINING WALL 1.5f HIGH RETAINING WALL_ 3' f HIGH V� 1.PIPE (FOUND) 0.48' 2.1' 2.9' DECK /✓ - - / WOOD - - - ------ - ---= - -- -- — - -- -- SHOWER PAD 1.ROD RETAINING L s (SET) WALL � '; EXTENDS 1.2' BEYOND 4 PROPERTY LINE t O DWELLING SPS :L Qp DRILL HOLE t (FOUND) � t O• ' ti CV cy S cy N� RETAINING WALL Ll 5'± HIGH w v ro .� Ever y \ O,r s � 4, IN, QUALITY CONTROL CERTIFICATION � GROUP REVIEWED DATE MON. UND) PROJECT MANAGER (FO SURVEY \ ENVIRONMENTAL \ CIVIL \ STRUCTURAL ARCHITECTURAL \ C) 00 r C) E co (o 0 c\j C) 0 tn, co C:) B0 c N 2075.95 Luz -r:z .2 cz ac): cu -ow m (1) cl) CL. - E uj cr 00 cuo) w ca LEAD PLUG V r (FOUND) is -j 0 0 -5, (D CD Q) CQ cn co SITE cn > rz B cr 'L N- cn 0 cz N uj cl) cq W 00 M ce) OD ct) 00 0. 4� -7 0 LOW STEPS N PEQUOT LAND AND PROPERTY LLC LOCATION MAP SCALE 1 =400' LAP REFERENCES 0 RETAINING WALL 1.5± HIGH 1. "PLAN OF PROPERTY OF MICHELEINE McCRACKEN, MONTAUK AVE. FISHERS ISLAND, N.Y. SCALE : 1*'=20 FT. CHANDLER, PALMER & RETAINING WALL %p KING, ENGRS NORWICH, CONN. JUNE 4, 1976" V& 0 3' f HIGH p, 11-- dm. NOM Of 0 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE �j >- INDICATED z (FOUND) INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE > < Ld 0.48' PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR q- z > LLJ < EXCEEDS THE SCOPE OF THE ENGAGEMENT. < 0 z 2.1' :2 C) 0 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANYw�0��o PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED >j m z z �D LRO? LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. 0 ow (5E-r) II.- z 2.9' DECK 3. ONLY COPIES OF THIS SURVEY MARKED WITH THF IAND SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ow ARE THE PRODUCT OF THE LAND SURVEYOR. Of ui 00 WOODEN a- -7) cn SHOWERAD C52 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND 0 Pw GEODETIC SURVEY TRIANGULATION STATION "PROS" OL. LPIOD 5. SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX RETAINING WALL (5ET) MAP 1000, SECTION 01, BLOCK 8, LOT 1.001. EXTENDS 1.2' BEYOND PROPERTY LINE DWELLINGS 6. TOTAL AREA = 0.15± ACRES (6,510± SF). 7. SITE IS LOCATED IN ZONING DISTRICT R-40. DRILL HOLE CERTIFIED TO (FOUND) z JOHN McCALL 0 FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC 41 3s NIF IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE 0- AUSTIN McPHAIL SURVEYS OF THE NEW YORK STATE LAND TITLE ASSOCIATION. 0 / ������/" 3 � , `c)r TITLE NO. F16-7404-102452-BUFF Cr) CV C4 w-3 RETAINING WALL co Qn 5'± HIGH 6Ve-r— N9 Z �i - y� ,' �� LEGEND < 0 O PROPERTY LINE ABUTTERS LINE < EDGE OF PAVEMENT 00 00 / - RETAINING WALL �2 0 cf) 0 m 0 04 N cif HEDGE NOW OR FORMERLY NIFw ui 41 m C3 0 0 z Ld Ld L- z 10 dir. ?If- o y (D 0 0 U-) < uj o w QUALITY CONTROL CERTIFICATION 0� 0 Ld [if 7: 0 =� GROUP REVIEWED DATE (FOUND) a_ m 0 0 (.) 0 ILL PROJECT MANAGER MON. D DATE: 08/12/2016 SURVEY ENVIRONMENTAL SCALE: 1 " =10' CIVIL tgp, 26 '�13 10 5 0 10 STRUCTURAL SHEET: 1 OF 1 cl IN, �71-, `� ARCHITECTURAL i . - GRAPHIC SCALE IN FEET TOWN 07 PROJECT: #2016817 WESTDrawing Copyright®2015 HARBOR oN Mo 33 Wilbur Cross Way,Mansfield,CT 06268 N 2075.98 \ rAUk �`-, 101 East River Drive, 1 st Floor W 985.70 A�NUf `` East Hartford,CT 06108 G� \ 860-885-1055 1 www.chacompanles.com LEAD PLUG (FOUND) �a S ITE ` ` 0. U J 4 O - _ �o i_ ­ STEPS L- v Y O jO -. w o Q J z O NSF �,� �� 2 y �. :2w Q w PEQUOT LAND AND PROPERTY LLC �, G G LOCATION MAP SCALE 1 "=400' o V Y z MAP REFERENCES C) Q z RETAINING WALL 0 „ O CL ZO 1.5± HIGH 1. PLAN OF PROPERTY OF MICHELEINE McCRACKEN, MONTAUK AVE. w Z 0 — y FISHERS ISLAND, N.Y. SCALE : 1"=20 FT. CHANDLER, PALMER & z a = KING, ENGRS NORWICH, CONN. JUNE 4, 1976" ti- O a w RETAINING WALL 3' t HIGH 0 •� NOTES L� 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE [.PIPE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR 0.48' EXCEEDS THE SCOPE OF THE ENGAGEMENT. 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED [ �vD LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. DECK 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND 5�O GEODETIC SURVEY TRIANGULATION STATION "PROS" 5. SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX 1.ROD MAP 1000, SECTION 10, BLOCK 8, LOT 1.001. RETAINING WALL EXTENDS 1.2' BEYOND 6. TOTAL AREA = 0.15± ACRES (6,510± SF). PROPERTY LINE DWELLING STEPS G� 7. SITE IS LOCATED IN ZONING DISTRICT R-40. p�- 8. PERCENT OF LOT COVERAGE- 16.1% m Q Pwu row z / o Z � N/F o / elf. 0• AUSTIN MCPHAIL _ o �y 3 q� .N > w tp N RETAINING WALL c i w 5't HIGH o Z t \ LEGEND a o PROPERTY LINE 00 ABUTTERS LINE —— Q EDGE OF PAVEMENT pco 00 \ ox-1 RETAINING WALL oN I N T I o HEDGE •9� OF NEwY w NOW OR FORMERLY N/F m Q J � Z w W dir. \ p g �w QUALITY CONTROL CERTIFICATION \\ �`�0` # o c=� U_ C GROUP REVIEWED DATE �� ; ' ONUMENT , ,I DATE: 11/06/2020 PROJECT MANAGER r O SURVEY \ L SCALE: 1 =10 CSA- » > ENVIRONMENTAL \ ✓� 05107y CIVILLAND ' ?� 10 5 0 10 STRUCTURAL \ SHEET: 1 OF 1 GRAPHIC SCALE IN FEET ARCHITECTURAL PROJECT: #2016817 Nfiz�Y GOMPL INC STATEMENT: WEST.. TO THE BEST OF MY KNOWLEDGE, BELIEF S PROFESSIONAL JUDGMENT, THE PLANS 8 5PECIFICATION5 Q FOR NEW WORK ARE IN COMPLIANCE WITH THE PRESCRIPTIVE METHOD A5 ALLOWED IN THE IBC ENERGY CONSERVATION CODE. A� 1 ARGHITEGT: E4ELYN COLE SMITH, AIA j SITE 3oy� EVELYN COLE SMITH ARCHITECTS, LLC J PO Box 182 0 9 0 134 Main St 4 APPROVED AS NOTED Putnam, CT a06260 z DATE: Jr B.P.# U' 860 315 9570 o�Q FEE: BY: Nd o NOTIFY[ DEPARTMENT A RETAIN STORM WATER RUNQ F 765-1802 8 AM TO 4 PM FOR THE T PURSUANT TO CHAPTER 21336 www.ecsarchitects.com BUILDING FOLLOWING INSPECTIONS: OF THE TOWN CODE. A-2 SECTION 1. FOUNDATION TWO REQUIRED STAMP LOCUS MAP SCALE: N.T.S. FOR POURED CONCRETE 24-0 2. ROUGH - FRAMING & PLUMBING " �L 3. INSULATION GoP � , ,4. FINAL - CONSTRUCTION MUST �/�r�;j,�► •�•�� t ���'a�. BE COMPLETE FOR C.U. # LX,'1.� 1`5:,r;-?;, ., I — — ALL CONSTRUCTION SHALL MEET THE ❑ F ` ❑ I REQUIREMENTS OF THE CODES OF NEW +42 YORK STATE. NOT RESPONSIBLE Vq�`ra lir' FOR �•�•'?,o��-.��..�f,,,<<.: DESIGN OR CONSTRUCTION ERRORS. 2 1 BEDROOM IO E--2x4 STUDS TYPICAL, �- -I' x 1I' 5D +42 KITCHEN / DINING I EXISTING INTERIOR EXTERIOR WALLS 12 x 11.5 --__ PORCH I COMPLY WITH ALL CODES OF EXISTING DOOR CASINGS TO BE 'jlQyV'�1i Q?r SK3'��$'L'-�� REMOVED. ❑ �'�`, C O �� � ❑ NEW YORK STATE & TOWN CODES RESERVED SALVAGE DOOR0 _ I AS REQUIRED AND CONDITIONS OF PORTION OF EXISTING WALL ( a O \�I 3 INFILL , A-2 O O i WNZBA ELECTRICAL ^.-w„ . i - TO BE REMOVED, PROVIDE QU(n 2 I �I®� ✓ ..� r TEMPORARY BRACING OF S - . ING BOARD INSPECTION REQUI ED EX15T. n p ROOF FRAMING 0 + 2 OPENING I aHu —— SO HOLD TOWN TRUSTEES �� I testin � h BATH q � o o D.w. I � PLUMBER CERTIFIC ITIDN ' BFI 1 ❑ N.Y.&Z _ ❑ I �s x 4 +42 a +, I _ N LEAD CONTENT E =FORE ----_�---�fi r ---------'----- - -- --------- CERTIFICATE OF OCC IPANCY 1 ii i INFILL exI5T. COUNTER NEW 2-2X8 REFRAME WALL FOR I 2 2x6 SOLDER USED IN Kh 1 TER COLUMN , ABOVE NEW DUCTLESS SPLIT OCCUPANCY OR SUPPLY SYSTEM ClNEW 2'-8" DOOR —�i I ;i N EXIST. 5 48" AFF BEAM $ EXISTING DOOR FRAMING OPENING �' HEADER, 11-8101 2-2X6 , HEAT/AG UNIT EXCEED 2/10 OF I% '-EAD. PROJECT HEADER, OPEN TO , 5-2X4 �.JSE IS UNLAWFUL TO BE REMOVED FLUSH � WITH ADJACENT WALLS. sD 1' ABOVE KITCHEN POST SALVAGE DOOR ; ; - - - �=;_ — — — — — T — - - - `v'fTHOUTCERTIFICATE Pf EXISTING WINDOWS i' i !! '' 46TRIM TO BE REMOVED / OF OCCUPANCY II _ I 0 WALTl UR LINESnN E I Proposed Renovations FAWLI6HT FAN/Ur5HT ii ENLARGE OPENING BEDROOM 2 LIVING RM I y"� CENTERED ON RIDGE -1.5' x 13.5' 15.5' x 13.5' !G_R�FOR"Gu1�E�• • McCall Cottage (CATHEDRAL-TRAY GLC.) (CATHEDRAL-TRAY CEILING) NOTE: ii - - - - - - — — — — — - - - — LIOHT FIXTURES TO BE Montauk Avenue ` - INFILL EX15TINO OPENING 5ELEGTED BY OWNER. CL CATHEDRAL-TRAY Fishers Island,NY CEILING AT LIVING NEW 5'-0" x 6'-8" REMOVE VENTS PATCH ROOF ROOMS BEDROOM 2 SLIDING DOOR I Prepared for Ir----J �---- li I --------- NEN 2-2x -------L=---------------_------ _ - ' a John McCall REFRAME WALL To �-SHED ROOF ADDITION NEW 30" X 30" OUTDOOR - O O AGGOMMODATE NEW I I TO BE REMOVED 5HOWER PAD $ ENCLOSURE HEADER ABOVE EXISTING CONSTRUCTION off Alpine Avenue X ,6--&'- p SLIDING DOOR Fishers Island, NY NEW CONSTRUCTION IL--------------------I----------------- --� I ( BUILDING L---------------------- ------� ------------- A-2 SECTION DUPLEX POWER RECEPTACLE EXISTING CONSTRUCTION -{S�- SINGLE POLE 5WI70H EXISTING TO BE REMOVED [JE_ JUNCTION BOX REVISIONS CEILING MOUNTED LIGHT FIXTURE 17EMOL I TI ON FLOOR PLAN ('_2PROPOSED FLOOR PLAN 0— SCONCE _ Date Description A-I SCALE: 1/4"=1'-O" A-I SCALE: 1/4"=I'-O" SD SMOKE DETECTOR SHEET TITLE Construction / Permit WINDOW SCHEDULE DOOR SCHEDULE Drawing z DESCRIPTION SIZE TYPE FEATURES FRAME REMARKS LU N ' h a I. W Q W fY O O W Q t7 O I.- V! U N Q Cn ZLU W U ce W U U H 'i Q BASIS OF DESIGN H ~ _ Q O z f- Z W Q LL J PROJ.NO. 2018047 O Q u- _ _ ,,, (9 W 3 W H DESCRIPTION MANUFACTURER m � ac.' VENT AREA EGRESS AREA GLAZING h INTERIOR FINISH EXTERIOR FINISH REMARKS O '' (7 U Q °' W z in A DOUBLE HUNG ANDERSEN 400 SERIES TW210410 WOOD-ULTREX 3'-0 1'/8" 5'-0 7/8" 5.69 5.7 DUAL, LOW E, ARGON 0.3 0.33 PRIMED WHITE ULTREX 4 OVER 1 O w = o- w m Q QO SCALE AS NOTED B DOUBLE HUNG- PAIR ANDERSEN 400 SERIES TW210410 WOOD-ULTREX 6-0" 5-0 7/8" DUAL, LOW E, ARGON 0.3 0.33 PRIMED WHITE ULTREX 4 OVER 1 0 ROOM NAME 3 m C4 ,- LL x C DOUBLE HUNG ANDERSEN 400 SERIES TW24410 WOOD-ULTREX 2'-61/8" 5-0 7/8" 4.62 DUAL, LOW E, ARGON 0.29 0.29 PRIMED WHITE ULTREX 4 OVER 1 1 KITCHEN/DINING 2'-8" 6'-8" 1 1/16" A WDI 1 CDC, No.50 ONE LITE, PRIMED STORM/SCREEN PANEL 2 KITCHEN/DINING 2'-8" 6'-8" 1 3/4" A WD 2 EXIST PREP AND PAINT DATE March 7,2019 3 BEDROOM 1 2'-6" 6'-8" 1 3/8" B WD 3 EXIST PREP AND PAINT NOTES 1. ALL WINDOWS TO HAVE FULL SCREENS. FRAME COLOR TO MATCH WINDOW EXTERIOR. CHARCOAL MESH SCREEN.SPRING PIN MOUNTING. 4 BATH 2'-0" 6'-8" 1 3/8" B WD 3 EXIST PREP AND PAINT DESIGNED LYN SMITH,AIA,LEED AP 5 BEDROOM 2 2'-6" 6'-8" 1 3/8" B WD 3 EXIST PREP AND PAINT 2. HARDWARE TO BE WHITE.DH WINDOWS TO HAVE TILT LOCK DEVICE. 3. ALL WINDOWS TO BE PROTECTED WITH WOOD STRUCTURAL PANELS WITH A THICKNESS OF 1/2", PRECUT, PREDRILLED AND ATTACHED WITH STAINLESS STEEL HARDWARE. 6 LIVING ROOM 5'-0" 6'-8" 1 3/4" 4 ANDERSEN SLIDER DRAWN CLINTON RICHMOND C WD A.WINDOWS WITH SILL HEIGHT GREATER THAN 72"ABOVE EXTERIOR GRADE TO HAVE WINDOW CONTROL DEVICE MEETING ASTM F 2090 STANDARDS. NOTES: CHECKED ECS 1. CONTRACTOR TO VERIFY EXISTING OPENINGS TO CONFIRM DOOR SIZES. 2. KEYING TO BE COORDINATED WITH OWNER. SHEET HARDWARE SET ONE HARDWARE SET TWO HARDWARE SET THREE HARDWARE SET FOUR CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 3 HINGES 3 HINGES EXISTING VERTICAL LOCKSET GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN SCREEN DOOR LATCH SET LOCKSET THRESHOLD FLOOD CLOSER THRESHOLD WEATERSTRIPPING � SNOW Special wind wind-home DESIGN Frost DESIGN UNDERLAYMENT FREEZING ANNUAL WEATHERSTRIPPING LOAD Speed Topo effects region debris zone CATEGORY Weathering Line Termite TEMP REQ'D HAZARDS INDEX TEMP 20 150 no no yes B Severe Moderate 10 yes no AHJ AHJ 1 OF 2 EXHAUST HOOD, EXHAUSTED TO EXTERIOR 24" 24" 30" 30" 30" 24" UPPER UPPER IPPS I UPPER UPPER UPPER EVELYN COLE SMITH ARCHITECTS, LLC I ` I I 110Box 182 4 Main t Putnam, CT ` OPEN 06260 TO // 860 315 9570 BEYOND www.ecsarchitects.com ry r-1 ® ® LJ OPEN �OTO / t - BEYOND STAMP OO OO 0 0 I I I D A���,`` DISH SHERto F'a j i 9e .97 4' r. e s + 12" 12" 2'-6" 30" 30" 24" 36" 1&1 (OPEN) BASE (OPEN) (OPEN) SINK BASE RANGE REFRIGERATOR DISHWASHER RESERVED 2 KITCHEN ELEVATION 3 KITCHEN ELEVATION A-2 SCALE: 1/2"=1'-0" A-2 SCALE: ROOF - EXISTING 2X6 RAFTERS ® 24" O.G. - EXISTING BOARD SHEATHING PROJECT - EXISTING ASPHALT SHINGLES 12 - SHINGLE OVER RIDGE VENT 6� NEW 2X6 COLLAR TIES EACH RAFTER RANGE EXHAUST HOOD ROOF VENT GAP EXISTING CEILING JOISTS & NEW 2X6 BRACE Proposed Renovations BRACES TO BE REMOVED — —11 -6 TOP OF RIDGE EACH RAFTER \ ATTIC McCall Cottage Montauk Avenue R-4Q BATT INSULATION Fishers Island,NY INSULATION BAFFLE WITH HOOD SPRAY FOAM INSULATION AT r' �— VENT CATHEDRAL CEILING Xared for EXISTING 2X6 RAFTERS 16 O.C.o.G. Pre INSTALL SIMP50N STRONG-TIE "HIOA" RAFTER TO PLATE HURRICANE TIES AT EACH RAFTER, TYPICAL John McCall \ Alpine IslandN e 12" GWB WALL 8 CEILING �7'-�i" EXISTING I \ Fishers CEILING HEIGHT ` / I I \ INSTALL SIMPSON STRONG-TIE "T5P" TIE REPAIR RAFTER TAILS B � I ` AT EACH STUD TO TOP PLATE, TYPICAL FIN15H PER ADJACENT \` ` NEW 1/2" GWB CEILING ` FINISH ON FURRING 5TRIP5 REVISIONS WALL - EXISTING 2X4 STUDS ® 16" O.G. Date Description SHED ADDITION LIVING ROOM KITCHEN / DINING - EXISTING EXTERIOR BOARD SHEATHING TO BE REMOVED ® L J - EXISTING WOOD SHINGLE SIDING ON BUILDING PAPER NEW BEAD BOARD WAINSCOT / - NEW CLOSED CELL SPRAY FOAM INSULATION R-20 = 3" THROUGHOUT LIVING ROOM # - INTERIOR AIR BARRIER ALL JOINTS TAPED - o (D (000 - I/2" GWB TAPED, PAINTED, TYPICAL NEW INFILL STUDS AT 16" O.G. ' o - WAINSCOT WHERE NOTED WITH E/5" PLYWOOD SHEATHING, WEATHER BARRIER, 4 PREFINISHED CEDAR ' SHINGLES THIS ELEVATIONmilt- -Hfl _U / I ` / SHEET TITLE I / I I / / -1 I I=1 I I=III=III=III__-III_=III—III=III=I I _=1 I=III=1 (=1 I- ill Construction / Permit_ '77117 I - l - I =I-1 -�-I -1 I-1 � INSTALLSIMPSON STRONG-TIE "URFP" RETROFITR-11BATT INSULATION W1TH KRAFT IFACED VAPOR BARRIER, TYPICAL FOUNDATION ANCHOR 6'-0" O.G., TYPICAL Drawing REMOVE FLOOR SHEATHING TO INSTALL -III—I NEW R-Ici BATT OR RIGID INSULATION -III—I INSULATE ALL WATER PIPES INSTALL SIMPSON STRONG-TIE URFP RETROFIT FOUNDATION FLOOR —III ANCHOR 9)'-0" O.G., TYPICAL - EXISTING JOISTS - EXISTING BOARD SHEATHING - EXISTING HARDWOOD FLOOR, PATCH HOLES, INSTALL I PROJ.NO. 2018047 NEW VINYL PLANK FLOOR THROUGHOUT UTILITY SCALE AS NOTED DATE March 7,2019 EXISTING CONSTRUCTION DESIGNED LYN SMITH,AIA,LEED AP DRAWN CLINTON RICHMOND h CHECKED ECS SHEET III— I_ III,;IIS I BU I LD I NO 5ECT I ON A-2 -2 -0" 50ALE: 1/2"=I' 20F2 ................... ...... .................... . I ... -EXISTINO PROPERTY 14, ....... . .. U . ............. BOUNDARY LINE .......... .... HARB ............ ....... .................. ................................ .......... ............................ ..... ................ ............... .................. ............... ... ........... . . . ......... .......... ............ EX15TINO WOOD DECK BENCH --- --- ---------- ----- ----- --------------n------------- I., n. ii u u u u i EXISTING WOOD DECK CONSTRUCTION WITH 2 IRONS �I GUARDRAIL EVELYN COLE SMITH ARCHITECTS, LLC M PERIMETER S ZDRAIL ...... 2<5 5L O S15 0 t-10-5PAN PO Box 182 EXISTING CONCRETE 134 Main St STEPS TO 15T FLOOR Putnam, CT COTTAGE ENTRANCE 06260 ED 15TIN mr:c* (5 860 31 5 9570 o\ www.ecsarchitects.com UP 2<.e M�TB ® I O.C. t- T I i, BUIL r 10�E 57EP < A-2 I SEC ION STAMP SCALE: N.T.S. LCioo' U5 MAP ME D C1 q F. NEW CEILING MOUNTED +42 Criy DUCTLESS SPLIT HEAT/Ar, UNIT If A '97SA- BEDROOM <-2x4 STUDS TYPICAL, 1, X 11' +42 KITCHEN DINING EX15TI EXISTING DOOR 4 INTERIOR 4 EXTERIOR HALLS 1 12' X 11.5------- PORCHCA51N55 TO BE 0 RESERVED 0 REMOVED. SALVA5E DOOR PORTION OF EXISTING WALL I d 0 TO BE REMOVED, PROVIDE INFILL 2 TEMPORARY BRACING OF 15T. ROOF FRAMING +42 OPENING BATH 4 k F N &FI 1 OO �I ��i X +42P REFRAME WALL FOR i i ii COUNTER a NEW 2-2 AFP BEAM 4 2_2X6 NEW 2'-e," DOOR 49," HEADER, EX15TIN5 DOOR FRAMING COLUMN ABOVE PROJECT TO BE REMOVED FLUSH HEADER, OPEN TO 5-2X4 WITH ADJACENT NALLS. ABOVE KITCHEN POST 5ALVA67E DOOR EXISTING WINDOW 4 NEW CEILING MOUNTED NEW CEILING MOUNTED TRIM TO BE REMOVED DUCTLESS SPLIT hA DUCTLESS SPLIT IIIH HEAT/AC UNIT le./ HEAT/AC UNIT As-Built Drawing IIII _1q7 FAN/L16W 4FAN/LIC44T I'ii —ENLARlsE OPENING 7 L1 BEDROOM 2 LIVINIS yy T.5' x 13.5' 15.5, X 155 I CENTERED ON RIDGE WALL MOUNTED RM I McCall Coftage HVAC UNIT (CATHEDRAL-TRAY 01-6) (CATHEDRAL-TRAY CEILING) NOTE: LI5HT FIXTURES TO BE Montauk Avenue CATHEDRA INFILL EXISTING OPENING SELECTED BY OWNER. Fishers Island, NY REMOVE VENT 4 CEILING AT LIVING NEW 5'-0" x 6-5" PATCH ROOF ROOM 4 BEDROOM 2 5LIDINO DOOR so Prepared for N/ ---------------- --- - --------- --- NEW 2-2Xe� John McCall REFRAME WALL TO 1 1< SHED ROOF ADDITION NEW 30 X 501, OUTDOOR HEADER ABOVE ACCOMMODATE NEW TO BE REMOVED 5HOHER PAD 4 ENCLOSURE- EX15TINO CONSTRUCTION off Alpine Avenue II 5.-011 X (01-511 IA Fishers Island, NY 5LIDIN0 DOOR NEW CONSTRUCTION 0S BUILDING L W -4SA-2) SECTION DUPLEX POWER RECEPTACLE 114-1, EX15TIN5 CONSTRUCTION -bo — 51NOLE POLE SWITCH ----- JUNCTION TION BOX REVISIONS - ------ EXISTING TO BE REMOVED PE 0- CEILING MOUNTED LIGHT FIXTURE DEMOLITION FLOOR PLAN (AS-BUILT) r:_2FROF05ED FLOOR PLAN (A5-BUILT) 0— SCONCE Date Description 50ALE: 1/4"=P-0-- 50ALE: 1/4"=V-0" SD SMOKE DETECTOR SHEET TITLE WINDOW SCHEDULE DOOR SCHEDULE As-Built Drawing Z DESCRIPTION SIZE TYPE FEATURES FRAME REMARKS 0 Uj W :* ca ad in = I.- ui Q LU CA in U_ Ix 0 LU 0 V1 tn 0 22 4 W U 0 LU U_ 13 CIO V) LU U U LU -A 11j — in I.- < 0 Z Z LU LU U. PROJ.NO. 2018047 BASIS OF DESIGN 0 < 0 0 U_ X 19 Z =LU >_ VENT AREA EGRESS AREA GLAZING INTERIOR FINISH EXTERIOR FINISH REMARKS 0 * a Z 0 DESCRIPTION MANUFACTURER ca * U < Ix a- 0 DOUBLE HUNG ANDERSEN 400 SERIES TW21041 0 WOOD-ULTREX S-0 1/9' 5-0 719' 5.69 5.7 DUAL, LOW E, ARGON 0.3 0.33 PRIMED WHITE ULTREX 4 OVER 1 0 Uj 22 SCALE AS NOTED DOUBLE HUNG-PAIR ANDERSEN 400 SERIES TW210410 WOOD-ULTREX 6-0" 5-0 719' DUAL, LOW E, ARGON 0.3 0.33 PRIMED WHITE ULTREX 4 OVER 1 13 ROOM NAME C4 U_ U. X C - DOUBLE HUNG ANDERSEN 400 SERIES TW2441 0 WOOD-ULTREX 2'-.51/8" 5-0 7/9' 4.62 DUAL, LOW E, ARGON 0.29 0.29 PRIMED WHITE ULTREX 4 OVER I KITCHEN/DINING 2'-8" 6-8" 1 1/16" A WD. 1 CDC, No.50 ONE'LITE, PRIMED STORM/SCREEN PANEL DATE October 21,2020 2 KITCHEN/DINING 2'-8" 1 6-8" 1 3/4" A WD 2 EXIST PREP AND PAINT 3 BEDROOM 1 2'-6" 6-8" 1 3/8" B WD 3 EXIST PREP AND PAINT DESIGNEDLYN SMITH,AIALEED AP NOTES 1. ALL WINDOWS TO HAVE FULL SCREENS. FRAME COLOR TO MATCH WINDOW EXTERIOR.CHARCOAL MESH SCREEN.SPRING PIN MOUNTING. 4 BATH 2'-0" 6'-8" 1 3/8" B WD 3 EXIST PREP AND PAINT , 5 BEDROOM 2 2'-6" 6-8" 1 3/8" B WD 3 EXIST PREP AND PAINT 2. HARDWARE TO BE WHITE.DH WINDOWS TO HAVE TILT LOCK DEVICE. 6 ,LIVING ROOM 1 5-0" 6-8" 1 1 3/4" C WD, 4 ANDERSEN SLIDER DRAWN CLINTON RICHMOND 3.ALL WINDOWS TO BE PROTECTED WITH WOOD STRUCTURAL PANELS WITH A THICKNESS OF 112", PRECUT, PREDRILLED AND ATTACHED WITH STAINLESS STEEL HARDWARE. it.WINDOWS WITH SILL HEIGHT GREATER THAN 72"ABOVE EXTERIOR GRADE TO HAVE WGNDOW CONTROL DEVICE MEETING ASTM F 2090 STANDARDS. NOTES: CHECKED ECS 1. CONTRACTOR TO VERIFY EXISTING OPENINGS TO CONFIRM DOOR SIZES. 2. KEYING TO BE COORDINATED WITH OWNER. SHEET HARDWARE SET ONE HARDWARE SET TWO HARDWARE SETTHREE HARDWARE SET FOUR CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 3 HINGES 3 HINGES EXISTING VERTICAL LOCKSET GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN SCREEN DOOR LATCH SET LOCKSET THRESHOLD 00 SNOW S Frost DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL CLOSER THRESHOLD WEATERSTRIPPING peed]Topo effects Special wind wind-borne DESIGN Weathering Termite HAZARDS WEATHERSTRIPPING A� ` - I LOAD region debris zone CATEGORY Line TEMP REQ'D INDEX TEMP [_20 150 no no yes B Severe Moderate 10 yes no AHJ AHJ 1OF2 I� EXHAUST HOOD, EXHAUSTED TO EXTERIOR 24" 24" 15011, 50" 50" 24" UPPER UPPER PPE UPPER UPPER UPPER I j EVELYN COLE SMITH ARCHITECTS, LLC PO Box 182 134 Main St m m Putnam, CT \ OPEN 06260 \ \ TO 8603159570 BEYOND www.ecsorchitects.com ® ® u ' OPEN O / TO - BEYOND STAMP Oo Oo ca I I E?3 DISH SHER tea. A m O N 70 A12" 12" 2'-6" 50" 50" 24" 36" 6" (OPEN) q BASE III (OPEN) (OPEN) SINK BASE j RANGE REFRIGERATOR D15HNA5HER "k RESERVED 2 KITCHEN ELEVATION (A5-BUILT) 3 KITCHEN ELEVATI Oil (A5-BUILT) A-2 SCALE: 1/2"=1'-0" A-2 SCALE: 1/2"=1'-0" ROOF - EXISTING 2X6 RAFTERS ® 24" O.G. - EXISTING BOARD SHEATHING PROJECT - EX15TINS ASPHALT SHINGLES 12 - SHINGLE OVER RIDGE VENT 6� NEW 2X6 COLLAR TIES EACH RAFTER RANGE EXHAUST HOOD ROOF VENT GAP As-Built Drawing EXISTING CEILING JOISTS 4 NEW 2X6 BRACE BRACES TO BE REMOVED — —I I'-6" TOP OF RIDGE EACH RAFTER ATTIC McCall Cottage Montauk Avenue R-4a BATT INSULATION Fishers Island,NY INSULATION BAFFLE WITH \ \` SPRAY FOAM INSULATION AT �—HOOD CATHEDRAL CEILING I I PENT EXISTING 2X6 RAFTERS I6" O.C. Prepared for INSTALL 5IMP50N STRONG-TIE "HIDA" RAFTER TO \ ' ' PLATE HURRICANE TIES AT EACH RAFTER, TYPICAL John McCall f f _ --------------------------- ------ ---- -----_____________----_------___ , off Alpine Avenue L I/2" 61^15 WALL � CEILING 7'-a" EXISTING � � ( ' Fishers Island, NY i CEILING HEIGHT ` / I I \ INSTALL SIMPSON STRONG-TIE "TSP" TIE REPAIR RAFTER TAILS 8 \ I \` AT EACH STUD TO TOP PLATE, TYPICAL FINISH PER ADJACENT NEW 1/2" GWB CEILING FIN15H ON FURRING STRIPS i � \ REVISIONS I WALL i - EXISTING 2X4 STUDS ® 16" O.G. Date Description SHED ADDITION i LIVING ROOM KITCHEN / DINING - EXISTING EXTERIOR BOARD SHEATHING P TO BE REMOVED--� \ -- ® ® - EXISTING WOOD SHINGLE SIDING ON BUILDING PAPER NEW BEAD BOARD WAINSGOT / - NEW CLOSED CELL SPRAY FOAM INSULATION R-20 = 5" THROUGHOUT LIVING ROOM - INTERIOR AIR BARRIER ALL JOINTS TAPED / (aa0 Oo aO - 1/2" 51,-0 TAPED, PAINTED, TYPICAL NEW INFILL STUDS AT 16" O.G. / , - WAINSCOT WHERE NOTED WITH 5/8" PLYWOOD ' SHEATHING, WEATHER BARRIER, 4 PREFINISHED CEDAR SHINGLES THIS ELEVATION / SHEET TITLE i i - - - -1 i t-1 I I-1 I1=1 I I I I=I I=III I I=I =I L—I = I = 1 �I 1 = 1.I= I IS1171 =i I = I =I I =I IISI =�= , - - 1 I 11=1 I I i i � , `. BATT INSULATION WITH KRAFT ,� s Bui t DrawinL—R-IcTINSTALL SIMPSON STRONG-TIE URFP RETROFIT g I- III—III— I REMOVE FLOOR SHEATHING TO INSTALL =1I —III—I I FACED VAPOR BARRIER, TYPICAL FOUNDATION ANCHOR 6'-O" O.G., TYPICAL -ISI ,III =III—III NEW R-19 BATT OR RIGID INSULATION INSULATE ALL WATER PIPES INSTALL SIMPSON STRONG-TIE 'URFP RETROFIT FOUNDATION FLOOR -I I II I II ANCHOR 6-0" D.G., TYPICAL - EXISTING JOISTS - EXISTING BOARD SHEATHING II I II PROJ.NO. 2018047 - EXISTING HARDWOOD'FLOOR, PATCH HOLES, INSTALL NEW VINYL PLANK FLOOR THROUGHOUT UTILITY SCALE AS NOTED DATE October 21,2020 EXISTING CONSTRUCTION DESIGNED LYN SMITH,AIA,LEED AP DRAWN CLINTON RICHMOND — CHECKED ECS — — — — — — •... III—III—III—III I I- SHEET I i BU I LIQ I NIS SECT)Oil (A5-BUILT) A-2 A-2 SCALE: 1/:2"=I'-O" 20172 .......................... EXISTIN6 PROPERTY ................... .................. ..................... BOUNDARY LINE -------I........... :X401V712 ............. VIA // � I B'-6" j/ .............. .....•........ .... ... ....... ........ ..... r ............. ...... e_ . . ..... .... ............ ...... ...... ......... ExiSTIN5 V400D DECK BENCH H U ij EXISTINO HOOD DECK 4;ITFCONSTRUCTION WITH...... 21 0 I I p PERIMETER 6UA1;VR.AIL EVELYN COLE SMITH ARCHITECTS,LLC PO Box 182 EXISTING CONCRETE 134 Main St STEPS TO 15T FLOOR Putnam, CT COTTAGE ENTRANCE 06260 + I I I 4 ' - -- 860 315 9570 JF 00 VPAW ecsarchitects.corn UP 4.2< J I T50ilb T- iliold.-I I_5qNO" F1 4 0'qff E 1A, ION STAMP 2 LOOLIJ5 MAF SCALE: N.T.S. N111-11 -L TIC L to Z n 14 NEW CEILING MOUNTED II DUCTLESS SPLIT I y 2 HEAT/AC UNIT --I-- A-2 i ,, i O BEDROOM 2x4 STUDS TYPICAL, 1 -1 1 INTERIOR 4 EXTERIOR WALLS T_ X 11' & 2 KITCHEN PININ EX15TIN EX15TINO DOOR a 12' X 11.5------- CASINGS TO BE . 0RESERVED 0 REMOVED. SALVA6E DOOR PORTION OF EXISTING WALL 6 TEMPORARY BRACING OF EXIST. r TO BE REMOVED, PROVIDE INFILL (D ROOF FRAMING 2 OPENING 2`6" "75 x 5' F N ja I +4 +1 ll -A 7 COUNTER L NEW 2-2X5 REFRAME HALL FOR .0 / BEAM 4 2-2X6 NEW DOOR - 45" AFF COLUMN HEADER, 1111_, /V EX15TIN6 DOOR FRAMING 2-2xb t "I ABOVE PROJECT To BE REMOVED FLUSH HEADER, OPEN TO 5-2X4 WITH ADJACENT WALLS. I O ABOVE KITCHEN POST SALVAGE DOOR EX15TIN6 WINDOW 4 NEW CEILINO MOUNTED NEW CEILIN5 MOUNTED 6V TRIM TO BE REMOVED DUCTLE-55 SPLIT DLr_,TLE55 SPLIT fill HEAT/AO UNIT fill HEAT/AO UNIT As-Built Drawing _(4AW0HT �FAN&16W ii ENLARGE OPENING BEDROOM :2 LIVING RM McCall Cottage CENTERED ON RIDGE WALL MOUNTED *75' x 155 15.5' X 15.5' HVAC UNIT (CA7HEDRAL-TRAY GLO) (6ATIrEVRAL-TRAY CEILING) NOTE: LIGHT FIXTURES TO BE II Montauk Avenue 4— INFILL EXISTING OPENING SELECTED BY OWNER. CL CATHEDRAL-TRAY Fishers Island,NY REMOVE VENT 4 CEILINO AT LIVING NEW 5'-0" x ------ PATCH ROOF ROOM 4 BEDROOM :2. SLIDING DOOR— Prepared for II II I I ILP J/ ------------- NEW 2_2X5 John McCall li OREFRAME k4AH TO SHED ROOF ADDITION NEN 50" X 50" OUTDOOR HEADER ABOVE] — ACCOMMODATE NEW TO BE REMOVED 5HOI^ER PAD 4 ENCLOSURE 5,-0" X b'-8" EXISTIN6 CONSTRUCTIONl I I off Alpine Avenue SLIDINO DOOR NEW CONSTRUCTION� BUILDING Fishers Island, NY IL--- j, SECTION DUPLEX 1-0�-ER RECEPTACLE ------------- < EX15TIN6 CONSTRUCTION -bo — 51NOLE POLE SWITCH ------ JUNCTION BOX REVISIONS ---- EXISTING TO BE REMOVED P� CEILING MOUNTED LIGHT FIXTURE Date Description DEMOLITION FLOOR PLAN (A5-BUILT) r:_2"* PROP05ED FLOOR PLAN (A.5-BU I LT) SCONCE SCALE: 1/4"=P-0" 50A.LE: 1/4"=V-0" 5D SMOKE DETECTOR ---------- SfIE.ET TITLE WINDOW SCHEDULE DOOR SCHEDULE As-Built Drawing DESCRIPTION SIZE TYPE FEATURES FRAME REMARKS LU ca m LU 93 LU :E ccc = 111e.11 = LL. _j co LU Vf W 0 LU _j 0 LU F_ m U 0 Uj 0 4n U LU :E PROJ.NO. 2018047 Z U6_a 11- < 0 CC Uj LU :E BASIS OF DESIGN tn 0 U_ Z LU 0 0 ce Z LU ft. :* Z0 >_ VENT AREA EGRESS AREA GLAZING :3 INTERIOR FINISH EXTERIOR FINISH REMARKS 0 0 * LU < Cn DESCRIPTION MANUFACTURER I co :E Ce 1 0 U < <0 SCALE AS NOTED A DOUBLE HUNG ANDERSEN 400 SERIES TW`210410 WOOD-ULTREX 3-0 1/9' 5-0 719' 5.69 5.7 DUAL,LOW E,ARGON 0.3 0.33 PRIMED WHITE ULTREX 4 OVER 1 0 14j LU e = - TW`2104 10 WHITE ULTR' R I a ROOM NAME ?:: m ip- U. u- B DOUBLE HUNG-PAIR ANDERSEN 400 SERIES WOOD-ULTREX 6'--C' 5-0 7/9' DUAL,LOW E, ARGON 0.3 0.3 PRIMED ULTREX 4 OVER I KITCHEN/DINING 2'-8" 6-9' 1 1116' A e WD I CDC, No.50 ONE LITE, PRIMED STORM/SCREEN PANEL C DOUBLE HUNG ANDERSEN 400 SERIES TW2441 0 WOOD-ULTREX 7-6 1/9' 6-0 719' 4.62 DUAL, LOW E, ARGON 0.29 0.29 PRIMED WHITE EX 4 OVER 1 1 2 KITCHEN/DINING Z_8" 6'-9' 1 31N' A * * WD 2 EXIST PREP AND PAINT DATE October 21,2020 3 BEDROOM 1 2'-6" 6'-9' 13/9' B - WD 3 EXIST-- PREP AND PAINT NOTES 4 BATH 7-0" 6'-9' 1 3/8" B 0 WD 3 EXIST PREP AND PAINT DESIGNED LYN SMITH,ATA, LEED AP L ALL WINDOWS TO HAVE FULL SCREENS. FRAME COLOR TO MATCH WINDOW EXTERIOR.CHARCOAL MESH SCREEN.SPRING PIN MOUNTING. 5 BEDROOM 2 2'-6" 6-9' B e WD 3 EXIST PREP AND PAINT 2. HARDWARE TO BE WHITE.DH WINDOWS TO HAVE TILT LOCK DEVICE. 6 ,LIVING ROOM 5'.-U' 6'-8' ANDERSEN !SLIDER DRALtNTON RICHMOND 3.ALL WINDOWS TO BE PROTECTED WITH WOOD STRUCTURAL PANELS WITH A THICKNESS OF 1/7', PRECUT, PREDRILLED AND ATTACHED WITH STAINLESS STEEL HARDWARE. 4. WINDOWS WITH SILL HEIGHT GREATER THAN 72"ABOVE EXTERIOR GRADE TO HAVE WINDOW CONTROL DEVICE MEETING ASTM F 2090 STANDARDS. NOTES: CHECKED ECS 1. CONTRACTOR TO VERIFY EXISTING OPENINGS TO CONFIRM DOOR SIZES. 2. KEYING TO BE COORDINATED WITH OWNER. 400\0, SHEET HARDWARE SETONE HARDWARE SETTWO HARDWARE SETTHREE HARDWARE SET FOUR CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 3 HINGES 3 HINGES EXISTING VERTICAL LOCKSET GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIERAIR MEAN SCREEN DOOR LATCH SET LOCKSET THRESHOLD FLOOD FREEZING ANNUAL CLOSER THRESHOLD WEATERSTRIPPING Special win SNOW Speed Topo effects d wind-borne DESIGN Weathering Frost Termite TEMP UNDERILAYMENT HAZARDS WEATHERSTRIPPING A LOAD region debris zone CATEGORY Line TEMP R,EQ'D INDEX TEMP 1 20 150 no no yes B Severe Moderate. 10 yes no AHJ AHJ 1 OF EXHAUST HOOD, f EXHAUSTED TO EXTERIOR 24" 11 24" 11 150111 30" 30" 24" UPPER UPPER UPPER UPPER UPPER f I / EVELYN COLE SMITH ARCHITECTS,LLC PO Box 182 �s 134 Main St A-1m Putnam,CT \ OPEN 06260 TO , 8603159570 BEYOND / www.ecsorchitects.com OPEN T ------- ----- t—- BEYOND STAMP OO 0 0 0 .q .� D15H SHER � . , N O 9 --! „•t d �►�', 12" 12" 2'-6" 30" 30" 24" (OPEN) q BASE q (Ofty (OPEN) 51NC 5A5E RANGE REP'RICERATOR DISHWASHER RESERVED 2 KITCHEN ELEVATION I LT) 3 KITCHEN ELEVATION (AS-BUILT) A-2 SCALE: 1/2"=I'-O" A-2 SCALE: 1/2"=V-0" ROOF - EXISTING 2X6 RAFTERS a 24" D.G. - EXISTING BOARD 5HEATHIN3 PROJECT - EXI5TIN5 ASPHALT 5HINOLE5 12 - 5HINOLE OVER RIDGE VENT 6 NEW 2X6 COLLAR TIES EACH RAFTER RANSE EXHAUST HOOD ROOF VENT GAP As-Built Drawing EXISTING GEILIN6 JOISTS 4 NEW 2X6 BRACE BRACES TO BE REMOVED - -I 1 1-61, TOP OF RIDGE EACH RAFTER - McCall Cottage ' TTIG t Montauk Avenue R-49 BATT INSULATION Fishers Island, NY INSULATION BAFFLE WITH ;.IT i i J I SPRAY FOAM INSULATION AT �—HOOD CATHEDRAL CEILING i ' ` ' -� f f VENT EXISTING 2X6 RAFTERS I6" O.G. Prepared for ' I INSTALL SIMPSON 5TRON3-TIE "HIOA" RAFTER TO i I PLATE HURRICANE TIES AT EACH RAFTER,TYPICAL John McCall -� - -------------------- _ - ------------------------- - - - -- - - ---------------- off Alpine Avenue Fishers Island, NY 1/2" 6W5 WALL d GEILIN6 '1 9 EXISTING _ CEILING HEIGHT ---------- ` / \ INSTALL SIMPSON 5TRONG-TIE "75P" TIE ii REPAIR RAFTER TAILS d t; _-- _-_-_-_.. ' t AT EACH STUD TO TOP PLATE, TYPICAL FINISH PER ADJACENT - i NEW I/2" 6WB GEILIN6 \ . ' FINISH ON FURRING STRIPS REVISIONS WALL SHED ADDITION i ,a LIVING ROOM t ` - EXISTING 2X4 STUDS ® 16" D.G. Date Description JGITGHEN / DINING �� - EX15TINO EXTERIOR BOARD SHEATHING TO BE REMOVED u - --- ------------------- I ,' - EXI5TING WOOD 5HINSLE SIDING ON BUILDING PAPER - N7 NEW BEAD BOARD WAINSCOT \I _ _. - NEIN GLOSS CELL SPRAY FOAM INSULATION R-20 = 3" f THROUGHOUT LIVING ROOM - INTERIOR AIR BARRIER ALL JOINTS TAPED -----------.__----_-..-- -_ _--- _- n© OO UO - 1/2" 6WB TAPED, PAINTED, TYPICAL - -- --- - `:: / - WAINSCOT WHERE NOTED NEW INFILL STUDS AT 16" O.G. 1 - WITH 5/5" PLYWOOD — SHEATHING, WEATHER BARRIER, 1 ` / 8 PREFINISHED CEDAR SHINGLE5 THI5 ELEVATION / - ---- i - 1 SHEET TITLE t !I1-11I_Ilt ,_—, ,__-_ I____I _ : -:• -:::-i I I_-1 I I-1 I i-1 I I-1 I - = - = =- __II � -Built Drawingg-_l - s1, _lAINSATNITAT INSTALL 51MPSON STRONGTIE URFP" RETROFIT III III III— 1,+ III'-IIf-II ;. `:.. FACED VAPOR BARRIER, TYPICALFOUNDATION ANCHOR 6'-O" O.G., TYPICAL REMOVE FLOOR SHEAT141NO TO INSTALL .•: . _.:• -I11-11I •_ .: .-: NEW R-101 BATT OR RI61D INSULATION I; I4I II INSULATE ALL WATER PIPES INSTALL SIMPSON STRONG-TIE I I 1I- URFP RETROF=IT FOUNDATION r rr FLOOR ANCHOR 6-O D.G., TYPICAL - EXI5TIN3 JOISTS 1 I I=I - EXISTING BOARD SHEATHING PROD.NO. 2018047 - EXISTING HARDWOOD"FLOOR, PATCH HOLES, INSTALL -I NEW VINYL PLANK FLOOR THROUGHOUT I I ' alLITY SCALE AS NOTED DATE October 21,2020 DESIGNED LYN SMITH,AIA,LEED AP EXI5TIN3 CONSTRUCTION DRAWN CLINTON RICHMOND _ CHECKED- - KE .: ..y I E-1 I H I f-1 I!-1 I I- C D .CS : t!II=III=III —III-111_111-11 —! I-11•- _ �' .': ',=!I �- Vii► tl' I I I III—I I II Ilf llf 111-111—III—III I1HII—III I IIS 111 . -lit--111- IiI---III''- III---111--III--III—III—III— I- -I SHEET 00 { i `.t BU I LD I NC 5ECT I ON (A5-BUILT) A-2 50ALE: 1/2"=1'-O" 20F2