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HomeMy WebLinkAbout44524-Z �o'%aF04 Town of Southold 5/8/2021 P.O.Box 1179 o _ rpt� 53095 Main Rd �.y�j0l 'Rood�ry Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42014 Date: 5/8/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: Off East End Rd.,Fishers Island SCTM#: 473889 Sec/Block/Lot: 2.-1-8.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/19/2010 pursuant to which Building Permit No. 44524 dated 12/16/2019 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: single family dwelling;with covered porch andag_rage under as applied for per ZBA#6343, dated 2/25/2010. The certificate is issued to F I Weathervane Enter LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-10-0009 7/29/2020 ELECTRICAL CERTIFICATE NO. 44524 8/14/2013 PLUMBERS CERTIFICATION DATED 1/9/2020 Matthew Kolodnicki Autho ' d,Signat re %saffQ4'0o TOWN OF SOUTHOLD GyBUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 44524 Date: 12/16/2019 Permission is hereby granted to: F I Weathervane Enter LLC PO BOX 250 Montchanin, DE 19710 To: DEMOLITION & CONSTRUCTION OF A SINGLE FAMILY DWELLING WITH TWO CAR GARAGE UNDER PER ZBA DECISION #6343 AS APPLIED FOR. Replaces BP# 35552 At premises located at: Off East End Rd., Fishers Island SCTM #473889 Sec/Block/Lot# 2.-1-8.2 Pursuant to application dated 12/16/2019 and approved by the Building Inspector. To expire on 6/16/2021. Fees: PERMIT RENEWAL $1,366.95 CERTIFICATE OF OCCUPANCY $50.00 Total: $1,416.95 r Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35552 Z Date SEPTEMBER 10, 2010 Permission is hereby granted to: WILMINGTON ( RIEGEL) 1100 NORTH MARKET ST WILMINGTON DE, 19890 for DEMOLITION & CONSTRUCTION OF A SINGLE FAMILY DWELLING WITH TWO CAR GARAGE UNDER PER ZBA DECISION ##6343 AS APPLIED FOR at premises located at OFF EAST END RD FISHERS ISLAND County Tax Map No. 473889 Section 002 Block 0001 Lot No. 008 . 002 pursuant to application dated APRIL 19, 2010 and approved by the Building Inspector to expire on MARCH 10, 2012 . Fee $ 2, 733 . 90 0 Author ed Signature ORIGINAL Rev. 5/8/02 Town Hall Annex ®� . ®29 Telephone(631) 765-1802 54375 Main Road ® _ �� Fax (631) 765-9502 P.O. Box 1179 Southold, NY 11971-0959 ��®� ��®� roger.richert(cDtown.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Richard E Riegel,Jr (Wilmington Trust) Address: 2183 Windshield Dr City: Fishers Island St: NY Zip: 6390 Building Permit#: �j a�! 35552 Section: 2 Block: 1 Lot: 8.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: BD Electric License No: 35812-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 59 Ceiling Fixtures 15 HID Fixtures Service 3 ph Hot Water GFCI Recpt 13 Wall Fixtures 8 Smoke Detectors Main Panel 200a A/C Condenser 2 Single Recpt 1 Recessed Fixtures 31 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture 6 Pumps Transformer Appliances dw Dryer Recpt1-30 Emergency Fixtures Time Clocks 00a 40 Disconnect 2Switches Twist Lock Exit Fixtures ri TVSS Other Equipment: 200a underground service, 2-paddle fans,1-oven, 40 ft of lighting track 4-ARC fault circuit breakers,2-exhaust fans,2-deck lights Notes: Inspector Signature: Date: Aug 14 2013 Electrical Certificate.xls s Tom Holl,53493 Main ItaOod Fax(631)765.1923 P.O.F3ax 1179 s�/�$' Tolephom(651)76S-18W Sa 001d,Now York 11971.09,59 '0 BUILDING DEPARTMENT TOWN OF SOWPHO1 D CERTIFICATION Date: Building Permit No. Ll s-Z `T Owner:': T_ EA�er (please print) Plumber: �i�c �, � (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. . z lumbers Signature) Sworn to before me this day of 61 UqZX 20 a O C7 �' Notary Public, sty P--Pol%' County IOTh i iR V�•/�••,�i�+: -��,.��� � l.0uilty i.. Of SO(/lyo`o TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY,INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC L (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: � t1 DATE INSPECTOR OE sov'&�� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION-2ND [ 11 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 REMARKS: DATE INSPECTOR '� SO aOF OUTyo6 # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 = = INSPECTION - I FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL - [ ] FIREPLACE Z CHIMNEY [ ] FIRE SAFETY INSPECTION ' [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O , REMARKS: DATE �� s� INSPECTOR _ 1 oF souryO6 1111 # # TOWN O OF SOUTFIOLD BUILDING DEPT. °`y�ourm 765-1802 INSPECTION '[ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [�INAL j ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION i [ ] PRE C/O REMARKS: ` G- a DATE INSPECTOR -G SANT FriZGERALD ARCHffEa RC P: 6.2U.3MAVENUE, 788.GREENWICH,ap 06830 ® P:E6. I F.631.788.7192 1 sam@sfapc.net AU G 1 3 2020 5 August 2020 BU'DING lam OLD Mike Verity Town of Southold Town Hall Annex Building 54375 Route 25, P.O. Box 1179 Southold, NY 11971 RE: Fishers Island Weathervane Enterprises LLC SCTM# 1000—002— 1 —8.2 Dear Mike, I have very good knowledge of the above referenced property, and I have observed the work at all stages of construction. I certify that the windows and glass doors are storm-rated to meet the code requirements for this impact zone,and I certify that the windows are tempered where required by code. Sincerely, SAM F TZGERALD 10 AR SamJ W. Fitzger 0.029 d®�� NYS License 029399 of N 1 � ys �y SAM FITZGERALD ARCMECT 15 E.PU6 MAVENOE,"' ,GREENWICH,CT06830 P.860.287.3808I'F:631.788.7192 samWapuiet 5 April 2021 Mike Verity Town of Southold Town Hall Annex Building 54375 Route 25, P.O. Box 1179 Southold, NY 11971 RE: Weathervane Enterprises LLC SCTM# 1000—002— 1 —8.2 Dear Mike, have very good knowledge of the above referenced property, and I have observed the work at all stages of construction. I certify that the following work conforms to all applicable building codes and best construction practices: 1. All n ew fou n dation work 2. Framing in its entirety 3. Strapping 4. Plumbing 5. Caulking 6. Insulation .L i f r/ �- Sincerely, APR - 8 202 SAM FITZGERALD A t � 'P 40-029 yo�� Samuel W. Fitzgerald, AI OF N NYS License 029399 AX Ar .� �. ..i � '. 1. `t,�� A # ��1. � �•• �, ..� fir.-� r►, t i Ile ..Nom'+. �`� •I�' i �.r ' �' y - '+r r r S *F! t In 000 4k%- �i law , ►. F 1' y 1 IRP-W-- lei- y - t j� EXISTING TRIM TO BE REMOVED f w: 1 . go.l r . PLUMING i INSULATION PER N.Y. STATE ENERGY .D pr " r ADDITIONArCOMMENTS ' 30 [all ' � 1 • n pplll r, IYA "�.Y� .ft`•r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ? Survey SoutholdTown.NorthFork.net PERMIT NO. / Check Septic Form N.Y.S.D.E.C, Trustees 10 Flood Permit Examined 20 Storm-Water Assessment Form q Contact: Approved (-' to ,20 /0 Mail to: c ' Phone:_ Expiration –3 -10 ,20 Building Inspector v ® LICATION FOR BUILDING PERMIT Sip � 8 2409 Date September 4 , 2009 INSTRUCTIONS BLDG.DEPT. a.' This ap�}il A6 ompletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets o_ f curate 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. (Signature of applicant or name,if a corporation) Stephen L. Ham, III 38 Nugent Street, Southampton, NY 11968 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder agent Name of owner of premises Wilmington Trust Company, as Trustee f/b/o Richard Riegel (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. n/a Plumbers License No. n/a Electricians License No. n/a Other Trade's License No. n/a 1. Location of land on which proposed work will be done: private road off East End Road Fishers Island House Number Street- Hamlet County Tax Map No. 1000 Seetion 1 002.00 - Block 01.00 Lot 008.002 Subdivision Fishers Island Development Corp Filed Map No. A-421 Lot,,._ 1 itDiJ �76itly:h;[iin e�iL':;�L+;t1{Ftill v.........Y •P •.•iltl�?ii�;,'ti'4"'vitl�A�lltt:.'ii:ii(R:'� ` f , 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy single—family residence of about 4,700 square feet b. Intended use and occupancy single—family residence of about 1,310 square feet 3. Nature of work(check which applicable): New Building x Addition Alteration Repair Removal Demolition x _ Other Work (Description) 4. Estimated Cost to be determined Fee $50.00 SEE ENCLOSED SURVEY FOR DIMENSIONAL DETAILS (To be paid on filing this application) we mg, number o is 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: Front Rear Depth Height Number of Stories ,' 3 Dimensions of same structure with-alterations;or additions: Front f= ; =Rear Depth Height Number of�S,tories 8. Dimensions of entire new construction: Front Rear i Depth Height Number of Stories t•«.,,......,., (!f pr:,�,";JUR..._-,.......,E Size of lot: Front Rear Depth 10.Date of Purchase 01/09/04 Name of Former Owner Vera Mayer & Klaus Mayer 11. Zone or use district in which premises are situated R-120 12. Does proposed construction violate any zoning law, ordinance or regulation?YES x NO 13. Will lot be re-graded?YES NO x Will excess fill be removed from premises?YES NO x Wilmington Trust 1100 N. Market St. 14.Names of Owner of premises Co, as Trustee Address Wilmington, DE phone No. (631) 283-2400 Name of Architect BD Design Group Address Box 4J7,, Fishers Phone No (631) 788-5648 Name of Contractor Address gnu' �U390 Phone No. 15 a. Is this property within 100 feet of a tidal,wetlarid 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 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 x NO * IF YES, PROVIDE A COPY. Standard covenants requiring FIDCO approval of design. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Stephen L. Ham, III being duly sworn,deposes and says that(s)he is the applicant % (Name of individual signing contract)above named, / -(S)He is the agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 4th day of September 20 09 L. 4Z,, Notary Public Signature of Applicant KATHRYN A.o0UTCHER Stephen L. Ham, I I I Notary Public,State of New Yak No.01605085189,Suffolk Coun Qbmmission Expires September A TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the'following,before applying? TOWN BALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval 4' FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check - Septic Form N.Y.S.D.E.C. Trustees 4 Flood Permit Examined ' 120 Storm-Water Assessment Form Contact: Approved 520 Mail to: Disapproved a/c Phone: Expiration ,20 nn Building Inspector D C E V E LICATION FOR BUILDING PERMIT APR 19 2010 Date Ae c- � l- , 20 Ick INSTRUCTIONS This applieWl be comp etely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of -�lxrt ale. iee 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. £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. *& LI (S 6ature of a licant or name,if a corporation) G/0 t50 0e-4t,-�v A /v, , (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises � 4,L, i If-- (Mon 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. e,/" ®uJ&0_- 4r- Plumbers Plumbers License No. I' Electricians License No. It Other Trade's License No. It 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section a6Z. Block l Lot T. Z Subdivision Filed Map No. Lot \) j 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy gm-so&E 1_;&,* b. Intended use and occupancy 4f_es.%4 _t_C_e 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition ✓ Other Work (Description) 4. Estimated Cost '?!;5 o, a c,b Fee�� (To be paid on filing this application) 5. If dwelling, number of dwelling units Z Number of dwelling units on each floor If garage, number of cars 3 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N�rd 7. Dimensions of existing structures, if any: Front k Z-o' Rear I ZoDepth V 1 Height Zk-to V Number of Stories Z Dimensions of same structure with alterations or additions: Front 51 ' Rear 5 `7 ' Depth 'So " Height Iz.' -L " Number of Stories 1 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 27`t Rear Z't R ' Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated -1 ZoM11U Y I !� 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ Gak�o 13. Will lot be re-graded? YES NO ✓ Will excess fill be removed from premises? YES NO ✓ 14.Names of Owner of premisesCe.Wepp Ctdn! vAddress y, C>E Phone No. Name of Architect5a n.uwL_ f7+v ,c"Lc:, Address Amywwtc4h c_T Phone No Z,03-`i5 %-e0o� 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 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 accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW-Y9F.X) SS: COUNTY MOW being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the WT 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 day of 7 20/0� CEOR rNMEXPIRES ��. Signatur of Applicant NOTA MY COMMISSION1,2010 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: September 15, 2009 TO: Wilmington Trt Co as Trste C/O Matthews & Ham, Attys at Law 38 Nugent Street Southampton, NY 11968 Please take notice that your application dated September 8, 2009: For permit to demolish and reconstruct an existing single family dwelling at: Location of property: Off East End Rd., Fishers Island County Tax Map No. 1000 - Section 2 Block 1 Lot 8_2 Is returned herewith and disapproved on the following grounds: The proposed demolition and reconstruction to this existing single family dwelling on a non-conforming 74,052 +/- square foot lot in the Residential R-120 District is not permitted pursuant to Article XXIII Section 280-124 non-conforming lots measuring 60,000 to 79,999 square feet in total size, require a minimum side yard setback of 20 feet and a front yard setback of 55 feet. The posed reconstruction shows a minimum side yard setback of 11 feet and a front yard setback of 47.3 feet. 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. I Office Location: OF MOPy Mailing Address: Town Annex/First Floor,Capital One Bank `�� �l0 54375 Main Road(at Youngs Avenue) 53095 Main Road Southold,NY 11971 CA P.O. Box 1179 Southold,NY 11971-0959 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 Fax(631)765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 25, 2010 ZBA FILE 6343 NAME OF APPLICANT: Wilmington Trust Company PROPERTY LOCATION: Private Road off East End Road, Fishers Island, NY CTM 2-1-8.2 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. PROPERTY FACTS/DESCRIPTION: The subject property is an irregular, triangle shaped, non- conforming 74,052 +/- square foot parcel in a Residential R-120 District. The straight, northerly lot line measures 324.46 feet along an adjacent neighboring residential property, the curved, easterly lot line along another adjacent residential property measures 377.12 feet, and the curved, westerly lot line situated along a private road is 339.58 feet. The parcel is improved with a large two-story single family dwelling with an attached two story garage as noted on the site survey drawn by CME Associates Engineering, Land Surveying &Architecture, PLLC, and dated Aug. 27, 2009. BASIS OF APPLICATION: Request for variances from Code Section 280-124, based on an application for building permit and the Building Inspector's September 15, 2009 Notice of Disapproval concerning proposed demolition and reconstruction of a single family dwelling at: (1) less than the code required minimum side yard setback of 20 feet and, (2) less than the code required front yard setback of 55 feet, at Off East End Rd., Fishers Island. CTM 2-1-8.2. LWRP: This application is not subject to review under Chapter 268 because the variance relief requested does not involve features that relate to a regulated natural feature or a bulkhead or other shoreline. RELIEF REQUESTED: The applicant proposes a partial demolition and reconstruction to the existing single family dwelling.. The Notice of Disapproval issued by the Southold Town Building Department, and dated Sept. 15, 2009 states: "The proposed demolition and reconstruction to this existing single family dwelling, on a non-conforming 74,052 +/- square foot lot in the Residential R-120 District is not permitted pursuant to Article XXIII Section 280-124, non-conforming lots, measuring 60,000 to 79,999 square feet in total size, require a minimum side yard setback of 20 feet and a front yard setback of 55 feet." The Notice of Disapproval also states: "The proposed reconstruction shows a minimum side yard setback of 11 feet and a front yard setback of 47.3 feet." The Applicant seeks variances necessary to reconstruct the westerly portion of this residence on the existing building footprint, and by using the existing 11 foot side yard, and 47.3 foot front yard setbacks. Page 2—February 25,2010 ZBA File#6343—Wilmington Trust Co., CTM. 1000-2-1-8 2 at Private M off East End Rd,Fishers Island FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on Jan. 21, 2010, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. There are two single family dwellings within the Applicant's immediate neighborhood, and two or three more within the outlying, sparsely developed residential area, all of which" are located at substantial distances from the applicant's proposed reconstruction. The Applicant's proposed site plan will eliminate a pre-existing 0 +/- foot side yard setback, significantly reduce the large existing 3260+ square foot building foot print to a 1310 +/- square foot size, and significantly reduce lot coverage from the existing 6.5% to 1.8% . - 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant can not be achieved by some method, feasible for the applicant to pursue, other than an area variance. After demolition of the existing dwelling on the subject property, the applicant proposes to use a portion of the existing foundation, sited in a non-conforming location, upon which to build a new, smaller dwelling. The only other alternative for this applicant would be to abandon the existing foundation and construct a costly new foundation in a ` more conforming location on this property. 3. Town Law §267-b(3)(b)(3). The variance granted herein the proposed existing front yard setback of 47.3 feet, where 55 feet is required, is a relief of 14% which is not substantial. The proposed existing side yard setback of 11 +/- feet is substantial at 45%. However, the relief granted is a benefit for the Town in so far as the Applicant proposes to eliminate a pre-existing, non-conforming 0 +/- foot side yard setback, and maintain an existing 11 +/- foot side yard setback, and an existing 47.3 foot front yard setback. The existing footprint for the proposed reconstructed portion of the existing two-story building would be maintained, and not increase any existing non-conforming setback. 4. Town Law 4267-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 proposes to use a potion of the existing foundation upon which to construct a new dwelling which will avoid additional land disturbance. 5. Town Law §267-b(3)(b)(5). The difficulty has not been self-created, but results from the applicant's proposed use of a portion of the foot print of the existing single family dwelling's foundation, which is sited in a non-conforming location on the subject property 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a partial demolition, and partial reconstruction'of a single family dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member .Horning , seconded by Member Goehringer; and duly carried, to f� Page 3—February 25,2010 ZBA File#6343—Wilmington Trust Co CTM. 1000-2-1-8.2 at Private Rd.off East End Rd.,Fishers Island GRANT the variances as applied for and shown on the site survey drawn by CME Associates Engineering, Land Surveying &Architecture, PLLC, and dated Aug. 27, 2009. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, 'are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board. Ayes: Members Weisman (Chairperson), Dinizio, Goehringer, Horning and Schneider. This Resolution was duly adopted(5-0). Leslie Kanes Weisman, Chai person Approved for filing -;2-/ Y/2010 4 � Town -of Southold Erosion, Sedim-enfa#ton & StOr+a Water Run-off ASSESSMENT FORM 1 PROPERrY wcanoX: Grnt.a: THE FOLLOWING ACTIONS MAY RE gU1Rl;TliL S gTo ATER,GRADlN bRAl1VAGk ANb FROSfiON CONTO L PLAN `r t)tswa n stook tot CEttTlFlI:FI SY A bF1GN PR FES910Npi_iN E '_----------.-----`-------._— ST T9- ---------------------------------------------------- !Lem OFN YO ftem�ee; (NOTE: A Check Matic(./)far each Question>s R _``—^^._.—.r.�——~'—._.�...—...�.—..._�.`..'". -..`r^..r—�.—'.. squired fora Complete Application) --------_—._----_--- Yes No 9 WU this Project Retain All Storm-Water Run-Off ° Inch Rainfall an sib? —— —`—~— — (This iternwill include all(tn old created by site Generated by a Two(2 clearing and/or construction ad'wities as well as all Site — knProvements and the permanent creation of Impervious surfaces.) 2 Does the Site Plan and/or Survey Shaw All Proposed Drainage Structures Indicating Size&Loce#on? This Item shad include all proposed Grade Changes and Slopes Controlfurg Surface WaterRowl 3 Will this Project Require any Land Filling,Gracrmg or Excavation where there is a dhange to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 4 Will this APPlication Require Land Disturbing Activigfes Encompassing an Area in Excess of Five Thousand(5,000)Square Feet of Ground Surface? _... 5 Is there a natural Water Course Rtmnmg through the Site? Is this Project within the Trustees Jurisdiction or within One Hundred(10V)feet.of a Wetland or Beach? � ✓ 6 WN there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Verticaf Rise b One Hundred(1001 of Horizontal Distance? 7 Will Driveways,parking Areas or other impervious Surfaces be Sloped to Direct Skmn-Water Run Off into andfor in the direction of a Town W-of-way? 8 0 -Will this Project Require the Piacemmt of Material;Removal of Vegetation and/or the Constriction of any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT Include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? El NOTE; If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm.Wafsr,Grading, Drainage&Erosion Control plan is Required and Must be Submitted for Review Prior to issuance ofAny Building Petmiti EXEMPTION: ----------------------------- _. .---- ------- Does this project meet the minimum standards for classification as•an Agriculturalproject? Yes No Note: if You Answered Yes to this Question,a Storm Water,Grading,Drainage&Erosion Control Plan rs NOT Requlredl SLSA .__ .`_---- _ -- TATE OF NEW YORK, 'COUNTY OF � J That X,......C�'J!; Ss - -- (Name of individual skink 9oacumenr) . .- sing duly sworn,deposes and says that he/she is the"applicant_for Penni; And that he/she is the ..............'..`�:.C.�,..r_..... ............................................. (Owner,Contractor Agent,Corporate Officer,sir~................... .................-.......................................... • !.... Owner and/or representative of the Ownerof Owners,and is duly authorized to perform o a e 0 B. CANDE RIA make and file this application;that all statements contained in this application are true W 4 . I e t4ift�r d to that the work will be performed in the mann forth in the application filed herewith. q ,lg�belie�and Sworn to before me this; - QUaliSled In CoUnty of Bronx ~ G liffilmlon BOGS mey 1, 201 ......... ..... .. o ........,20...1 No Public: ........... .. .......... , ( .•t _......_..... ORM - 06107-' 7- ~ `' Telephone(031) 765-1802 Tome Hall Aimcx �' 1 - ,i 5,1375 iviain Road 7 s, _• F�� (63I) 705, 5Q2 ', roaer.richert0totif��n•soui �o d.nV.us P.O.Box 1179 soudiold,NY 11971-0959 ��� BUILDLNG DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date; Company Name: Name: License No.: 1 f'r G Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: h C�. *Address: *Cross Street: *Phone No.: 5( 0 6 Permit No.: 3 6_55 Tax Map District: 1000 Section: 6� Block:- I Lot: s *BRIEF DESCRIPTION OF WORK (Please Print Clearly) /Vew J (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do you need a Temp Certificate: YES NO Temp Information If eeded) *Service Size: 1 Phase 3Phase 100 150 Q200)1 300 350 400 Other *New Service/ Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION -Request for Inspection Form l� P MATTHEWS 8c HAM ATTORNEYS AND COUNSELORS AT LAW 38 NUGENT STREET SOUTHAMPTON, NEW YORK 11968 PHILIP B.MATTHEWS (tetz•tee2) 631-283-2400 'STEPHEN L. HAx, Ill - FACSIMILE 631-287-1076 BARBARA T.HAX e-mail:Matthamesq@aol.com September 41 2009 BY FEDEX --- - - - Mr. Michael Verity Town of Southold Building Department 54375 Route 25 Southold, NY 11971 Re: Proposed Demolition and Construction at Fishers Island for Wilmington Trust Company, as Trustee (S.C.T.M. No. 1000-2-1-8.2) Dear Mike: Anticipating that variances may be required for the proposed demolition of a residence and the construction of a new one on part of the same foundation at the referenced premises, I have enclosed the following: 1. Application for Building Permit. 2. Print of Survey Map for Zoning Compliance for Wilmington Trust Company, as Trustee f/b/o Richard Riegel, dated August 27, 2009. 3. My check to the Town of Southold,in the amount'of$50.00. You will note from the enclosed survey that the portion of the residence to be reconstructed'has existing setbacks of 11.0 feet for one side yard and 47.3 feet for,the front yard. According to our conversation this morning, we could not avoid the necessity of variances by engaging in'some sort of simultaneous demolition' and construction. Therefore; please issue a Notice of Disapproval for the proposed setbacks and any other conditions that may require a variance and forward the same to me at your earliest convenience. Thank you for your prompt attention to this matter. Sincerely, Stephen L. Ham, III Enclosures Oct 27 2010 9: 38-AM BD REMODELING + RESTORRTI 631 -788-7192 R. 2 Fishers Island Electric Corporation K 'W PO Drawer E Fishers Island, New Fork 06390 phone 631-788-7520 fax 631-788-7544 October 26,2010 B &D Construction Company 14420 The Gtloarning Post Office Box#447 ' Fishers Island,NY 06390 TO WHOM IT MAY CONCERN: I hereby certlfy that on October 26,2010 at 1400 Hrs.this company de-energized and removed the electrical facilities at the Riegel residence at 2183 Windshield Road Fishers Island, NY. If there are any questions please contact me at 631788-7520. William N. Beebe Electrical Superintendent Fishers island Electric Company Page 1 of 1 Gillen, George From: Flavia [Flavia@kinlinrutherfurd.com] Sent: Wednesday, September 15, 2010 12:11 PM To: Gillen, George Subject: Lawrence Carriage House, Fishers Island George, Bruce Kinlin sent you a fax with requested information for the Lawrence Carriage House on Fishers Island. Included in the fax is a picture that shows that there is no beam to be removed, the existing item to be removed is just a decorative trim board attached to the flat ceiling. See attached picture. Thanks, Flavia DaSilva KinlinRutherfurd Telephone Architects, PLLC 212 695 2988 330 West 38th Street Telefax Suite 1006 775 5821736 New York, NY 10018 www.kinlinrutherfurd.com 9/17/2010 SAM F1 ZGERALD ARC FECTF THE GLOAMING, BOX 447,FISHERS ISLAND, NY 06390 P:860.287.38081 F:631.788.7192 I info@sfapc.net ;r 12 April 2013 Southold Building Department 53095 Main Road Southold, NY 11971 RE: Permit No. 35552 Riegel Residence Fishers Island, NY Dear Sir or Madam, Enclosed are four (4) sets of permit amendment drawings for the above referenced permit. Hopefully the newly amended work is clearly outlined. If you have any questions please do not hesitate to contact me. Sincerely, Sam Fitzgerald, AIA NY License No. 029399 ECEF � � � I APR 1 5 2013 L- BLDG DEPT TOWN Of SOU'THOLD Southold Town Building Department ®\pSU@F�`�coG P.O.Box 1179 Permit#: 35552 53095 Main Rd o _ Southold,New York 11971 Permit Date: 9/10/2010 (631)765-1802 Expiration Date: 3/10/2012 Parcel M: 2.-1-8.2 BUILDING PERMIT RENEWAL LETTER Dated: 1/3/2018 Applicant: WILMINGTON(RIEGEL) Location: OFF EAST END RD FISHERS ISLAND Work Description: SINGLE FAMILY DWELLING FIRST NOTICE 6/8/13 DEMOLITION& CONSTRUCTION OF A SINGLE FAMILY DWELLING WITH TWO CAR GARAGE UNDER PER ZBA DECISION#6343 AS APPLIED FOR S CV q ) c® A FEE OF 4.60 ISQUIRED TO RENEW THIS BUILDING PERMIT. Owner: TRUST CO WILMINGTON ? Address: 1100 NORTH MARKET ST WILMINGTON,DE 19890 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. ma REMODELING & RESTORATION INC. December 3 2019 Town Of Southold Building Department Town Hall Southold, NY To whom it may concern, Please find enclosed a check in the amount of$ 1416.95 for the renewal of building permit'# 35552 for Wilmington Trust 2183 Windshield Dr Fishers Island NY 06390. Regards S #awnPierce Project Manager BD Remodeling shawn(a,bdrrusa.com 860-287-3176 DEC 1 1 2019 Y 7 T�11G-,r4;1-7,. THE GLOAMING,BOX 447,FISHERS ISLAND,NY 06390 TEL (631)788-7919 FAX (631)788-7192 Sep 09 2010 12: 23PM BD REMODELING + RESTORRTI 631 -788-7192 p. 1 . c REScheck Software Version 4.3.1 Compliance Certificate Project Title: 60175- Riegel ResCheck Energy Code: 2007 New York Energy Conservation Construction Code Location: Albany County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 17% Heating Degree Days- 6894 Construction Site: Owner/Agent: Designer/Contractor: Fishers Island Southold, NY ME N Mill I Compliance:7.8•/.Better Than Code W)dmum UA: 680 Your UA:627 The%Better or Worse Than Code index ralleds how dose to compliance the house is based on code trade-off rules. It DOES NOT provide an estmmts a energy use or cost relaWe b a minlmurmows home. Gross • • or Door Perimeter Floor 1:All-Wood Joist/Truss:Over Uricondltioned Space 1340 38.0 0.0 35 Floor 2:Slab-On-Grade:Unheated 175 19-0 112 Insulation depth:6.01 Wall 1:Wood Frame,16"o.c. 442 19.0 0.0 24 Window A•Wood Frame:Double Pane with Low-E- 13 0.250 3 Window A:Wood Frame:Double Pane with Lcw-E 13 0.250 3 Window A:Wood Frame-Double Pane with Low-E 13 0.250 3 Wall 2:Wood Frame, 16"o.c. 145 190 0.0 g Window A:Wood Frame-Double Pane with Low-E 13 0.250 3 Wall 3:Wood Frame, 16"o.c. 80 19.0 0.0 5 Wall 4.Wood Frame, 16"o.c. 210 19.0 0.0 9 Window B:Wood Frame-Double Pane with Law-E 3 0,250 1 Door t:Glass 60 0.260 15 Wall 5:Wood Frame, 16"o.c. 82 19.0 0.0 4 Window A:Wood Frame:Double Pane with Low-E 13 0.250 3 Walt 6:Wood Frame,16"o.c. 82 19.0 0.1) 3 Door 2•Glass 32 0 250 8 Wall 7:Wood Frame,16"o.c. 267 19.0 0.0 12 Window B:Wood Frame-Double Pane with Law-E 3 0.250 1 Window C:Wood Frame:Double Pane with Low-E 68 0.250 17 Wail 8:Wood Frame,16"o.c. 303 19.0 0.0 15 Window A:Wood Frame:Double Pane with Low-E 13' 0.250 3 Window A Wood Frame:Double Pane with Low.E 13 0,250 3 Dow 3:Glass 20 0.250 5 Wall 9:Wood Fram e,16"o C. 193 190 00 8 Window 12:Wood Frame:Double Pane with Low-E 3 0.250 1 Door 4.Glass 52 0.250 13 Wall 10:Wood Frame,16"o.c. 28 19.0 0.0 2 Caging 1.Flat Ceiling or Scissor Truss 1340 38.0 0.0 40 Basement Wall 1:Solid Concrete or Masonry 303 0.0 20 70 Wall height:8.5' Depth below grade:0.0' .__,__..__.........._-..,__ ..�........ ___._,_._..........--_- Protect Title- 60175-Riegel ResCheck Report date:09102/10 Data filename P:1Proiec1s160165-Rieoei160165-Ras;t:hPrlr rr* •- Sep 09 2010 12: 23PM BD REMODELING + RESTORRTI 631 -788-7192 p. 2 Insulation depth:0.0' Door 5:Glass 20 0.250 5 Door 6:Solid 57 0.200 11 Door 6:Solid 57 0.200 11 Door 6:Solid 57 0.200 11 Basement Wall 2:Solid Concrete or Masonry 86 0.0 2.0 15 Wall height:6.5' Depth below grade:6.0' Insulation depth:6.0' Basement Wall 3:Solid Concrete or Masonry 292 00 2.0 32 Wall height:8.5' Depth below grade:8.3' Insulation depth:8.3' Basement Wall 4:Solid Concrete or Masonry 154 0.0 2.0 17 Wall height:8.5' Depth below grade:8.3' Insulation depth:8.3' Basement Wall 5:Solid Concrete or Masonry 83 0.0 2.0 g Wall height:6.5' Depth below grade:8.3' Insulation depth:8 3' Basement Wall 6:Solid Concrete or Masonry 220 0.0 2.0 46 Wall height:8.5' Depth below grade:5.0' Insulation depth:5.0' Basement Wall 7:Solid Concrete or Masonry 85 0.0 2.0 g Well height.8.5' Depth below grade:8.3' Insulation depth.8.3' Basement Wall 8:Solid Concrete or Masonry 157 0.0 2.0 17 Wall height 8.5' Depth below grade.8.3' Insulation depth:8.3' Basement Wall 9:SoBd Concrete or Masonry 37 00 2.0 5 Wall height 8.5' Depth below grade:6.5' Insulation depth:6,5' Basement Wall 10:Solid Concrete or Masonry 86 0.0 2.o y Wall height:8.5' Depth below grade:8.3' Insulation depth:8.3' Boiler 1:Gas-Fred Steam 90 AFUE Air Conditioner 1:Electric Central Air 13 SEER The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the 2007 New York Energy Conserva tion Construction Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of hiwber knowledge,belief,and professional judgment,such plans or specifications are In compliance with this Code Name-Title Signature Date Project Title: 60175-^Riegel ResCheck .... _.....„_.....,�._ . ._._._...... Data filename: P:1Prolects160165-RiananFinas-RncrH-L i, Report date:09102110 10'-6" PORTION PORTION N 25-13 KNOCKOUT INLET AND E7s i-5 OUTLET OPENINGS �^n D' -�/ �.�J O LOCKING CASTING Nw/�/— �I O TO GRADE PROPOSED GRADE N ROOF AREA a 1320 SF •?-{ CC) C 6'NjSDE- REQUIRED = 1320 SF X 1.0 X 2/12 220 Cr 29-2 25-14&14A 25-11 ..{ (7 °0 p) 220 CF / 28.26 Cr/VF - 7.78 VF _ G) C 25-12 ENDCAP TYPE USE TWO(2) - 6'0 X 4' DEEP DRY WELLS. QJ L 0) 00 LEVELINGDEVICES Q1� + +� ` Call 28-3 v o� CL V �J PROPOSED `ROOF LEADER 28-1 • R! MIN, 4' RESIDENCE � O 2" MIN. ABOVE INLET OUTLET INVERT 2" MIN. za-4 26-9 •r-1 61 E a � Ct OVERFLOW` ® 27-39 27-3A -r N i—aA W 26-10 CAST W U co PLAN CONCRETE COVERS TO LENGTH T MIN, 8' SOIL COVER .� � `� .c I- OVER DRYWELL BLOCKS AND CATCH al V U BAFFLE REQUIRED 2a-5 27-2 26-8 �� U I- IF INLET PITCH EXCEEDS 1/2" PER FOOT BASIN GRATE TO GRADE •r•-1 i',/) (b Y PLAN FILTER FABRIC (NEENAH R-2525-F) OR EQUAL V 0 V z6-11 O •� U o 5'_011 COVER LOCKING CASTING TO GRADE TO GRADE TYPICAL DISTRIBUTION BOX m ® o ® m 27-4 26-12A 30_3 V " O 90'BEND � 2a-6 27-1A y c+� O NOT TO SCALE r q1 IF DROP T b ® 0 0 m v ,w � ll �I ❑❑ 0 ❑ IS USED FINISHED GRADE SLo E As REQUIRED o 0 m ® m : ,:<: ; F-�1 `° U) aS •. .;<;i'l'''27" ? '''y c ❑O 0OO Cl CHIMNEY ❑❑ 000 ❑ 4 x 4 12.6/12.6 A, WI E MESH " ''�' j^'`` `% 1' STONE OR O ® @j ® m ► 1° yj ;'1' ❑❑ 000 ❑❑ N u ❑❑ 000 ❑❑ d x 20" 6 x 6 6/6 G WIRE MESH SCREENED GRAVEL r y 4 26-12 -4 N LO < . min. 20" 6,1 1 a, ❑❑ 0 ❑❑ CO m n STORMWATER DRYWELL DETAIL 27-5 V ca L0 ❑❑ o 0 o ❑❑ TEST HOLE DATA 28-7 � U a0 00 0 00 `� INLET 3" VENT 3*3" VENT-� OUTLET BY: R. STROUSE PE, LS 01/20/10 NOT TO SCALE 30-6F^ cn CV ❑❑ O O 110 i� I LIQUID LEVEL a 27-6 27-a ,n ch 0 - 13 TOPSOIL 28-8 30-5 00 00 ° 1 4" OUTLET 1 " n tu O CJ O O 0 CJ❑ rn CONTINUOUS HOT .-. " 1 27-7 LINED WITH • 29-1 a ., I rn ASPHALT SEAL BAFFLE 13°-36" SANDY SUBSOIL • ❑O O 0 0 O❑ � I 1/8' PVC � 36"-17' MED./FINE TAN SAND (SP) j 00 0 24" SPACER d 4" SCHEDULE #40 � 2a-9 O❑ OO 0 ❑❑ INLET BAFFLE 60 GAS Unified Soils Classification (USC) System (from A:;TM D-2487) 28-16 29-,1 30-7 1 DEFLECTOR e Major Division: Coarse-Grained Soils, Sand and S Indy Soils, Clean Sand (Little 6'-6" - o or No Fines)-Group Symbol: SP, Poorly Graded Slnds, Little or No Fines, 29-t0 29-2 29_3 111 "J L T 1 t SING POOL W SPACER DETAIL CROSS SECTION 3r, USDA Soil Classification: Riverhead (ReC). SEPTIC .SYSTEM DESIGN FOR NEW RESIDENCE LOCATION MAP SCALE 1 "=400' V 2 BEDROOM RESIDENCE— NOT TO SCALE 1500 GALLON --2—COMPARTMENT -SEPTICTANK 1500 GAL, SEPTIC TANK - -- — DISTRIBUTION BOX NOT ro SCALE 2 LEACHING POOLS (SEE DETAIL) � REFERENCES / N/F \ 1,) PLAN OF LAND TO BE CONVEYED TO LAMMOT DUPONT; FISHERS 1 ISLAND, NEW YORK; CHANDLER & PALMER, ENGRS,; NORWICH, CONN.; ` N/F / WILMINGTON TRUST COMPANY, AS TRUSTEE ;: .. \ SCALE: 1"=50 FT.; AUG, 1950 c � WILMINGTON TRUST COMPANY, AS TRUSTEE a BLOCK 27—LOT 7A BLOCK 27-LOT 2 (VACANT LAND) SINGLE FAMILY RESIDENCE \ � -�1 MUNICIPAL WATER 2. SURVEY MAP PREPARED FOR KLAUS MAYER; BLOCK 27 - LOTS POOL ) EQUIPM �Y 1 \ N F 1A, 18 & 2: FISHERS ISLAND, NEW YORK; CME ASSOCIATES; ON SITE SEPTIC SYSTEM / ( 0) G9 MARY S. GOSS NORWICH, CT; DATE: 10/28/2003; SCALE: 1"=80'; SHEET 1 OF 1 - ROCK / 3 � (VACANT LAND) 3.) PLAN MADE FOR FISHER ISLAND DEVELOPMENT CORP. SHOWING APPRSTING S, LOCATION EAST END LOTS, FILED 9/25/91, MAP A421 r �\ EXISTING SEPTIC SYSTEM �- 1111 TO BE PUMPED AND FILLED WITH SAND OR GRAVEL R K (FOUND) N 4756.94 W 172,09 /�� \ \ \ 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE f INDC"ATED HEREON, ANY EXTENSION OF THE USE BEYOND THE m PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR Z � , EXCEEDS THE SCOPE OF THE ENGAGEMENT, Q O U 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY �"' J Z e' DRY WEI L i wA PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED M. I W \\ tt! ( FOR ROOF /RICK N �2,5�26N \\ \ N��` LAN) SURVEYOR, TO ALTER AN ITEM IN ANY WAY; O I �J ___ DRAINAGE \ U 0� \ v:a 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND LL W N 0 4" TREE s ) W L� z TREE ,S}� c^ SURV`EYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL M LL.I Y / \ ` \ ARE THE PRODUCT OF THE LAND SURVEYOR. w I— �-- V wCY GATE 6„ TRE_ 1.0 �j f ���ii,, a' � //� Q LAWN 4E/ 4 TRE / r::; - Z J P05T '" r ' It}' ' fj i �w �� �`� ^' °' 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND ^ "- `' LLJ _ 1 /rf I I GEODETIC SURVEY TRIANGULATION STATION "NIN" �/ Q GATE CK W',L � ( 15 �Y ' / I 1..1.. J Z = ' ' '� f: �' %'r l 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX z ~ w cn Z '� QUAD. i i �/�/' ,/ / • I` , /i' a' moi/ �� i , � TREE i P ; l0,15 �g MAP 1000, SECTION 002 BLOCK 1 LOT 8.2 g r AP S-- DTIONi1REi1' r • r (n VT [,XI IN 0- z Q SER VIC ,rv's' 'Tb'eE:: ,.,: ;:,. �; .,.,�i;;�%�`r';/'; /;%; ,,:�,,� ;, ;'' ► �� ) L AREA = 1.67f ACRES. O w u s H I E /, '% I I z 6. TOTAL w Q � Ld (TO R �;; !ir;,% r- i i ' l Q S W REMAIN) :,,,,:i310t;.S.F�,.. ` ,, i i% / % ' I- ::- q o , �- J - cn — „ `��•., S,• ' ^�. ,,,.� r ' /�c� 7,) SITE IS LOCATED IN 2 120 ZONE. _U GAR. "�`;x `"`j'"'k c�� SLAB :;:-:;i• ,f `". '; L MAPLE o I ' S `� :':,. _, 8" QUAD. . �.._. _.._ LAWN o \ 1 =71.8 ,ystazt;. ..; TREE/" R $.) APPLICANT: ,� \� RICHARD 1._-.- ,_.--ao--� I o� � � 0 0 SAM FITZGERALD � \ �✓� 7°`+f:;y" r T E' \ I DESIGN _j M o � r P.O. BOX 447 IL ra �BEEC�11 • %•'- ''r DRIVEWAY I ( r P'ISHERS ISLAND, NY 06390 o ` '% ' � I 15" OAK 631-788-7919 % BLOCK 27-LOT IB I / < 12„ rn N .• ,.....,r .,„ r"„ ,41 - '��'�A•• 9.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE CHERRY N � � " ° 'y•,'a'},NN,�, ��,• 5..,. . , , •�,,1i�:,.! :" :�; d-zk:�':1_Tpr," DISPOSAL SYSTEM, BENCHMARK �� •`- , / O I '+. L v Y�.1 6",,*,+.. p y.7. • .1.';•' "i r1, r. •-. /B U S H ir: ,.i0,T TOP OF IRON ROD \ �'o PI NEW SEPTIC`. I s° e"ft;r:.G►"'" r ..; , G:��i 10.) BASE 9, FOR LEVELS: NGVD 192 . ELEVATION = 75.01 '` ( � SH AREA '`�. .�78 �HERRY ``�� -' ����- �\\ 11,) PERCENT OF LOT COVERAGE- EXISTING 6.5% o % „10" DuaD.\ Y LAN ,� PROPOSED 1.8% n c° TREE '�� BUSH / -- �� v TEST H LE \ 0.�s';'i l» P etir r. r: - { 1 Vw• o _ SINGLE FAMILY RESIDENCE HERRY\� t \ ��"' `trt)J_�O's) .. � 12.) SETBACK VARIANCE TO ALLOW CONSTRUCTION AS PROPOSED z MUNir r p �: c sH �o� 6 t J'1� h+ ;;Ff; /' I PENDING BEFORE ZONING BOARD OF APPEALS 0 „IPA� WATEr, �� „ tt 1 "_..`.` .�....�. z 1- ON SITE SEPTIC SYSTEM ? l / s c v� tnp �`' �`• ,00+� , / o U t BUSH l Ex SION t\�A�' `\ t �;i'I^E 'i H!"02 YEARS rTROM D,a�E OFAPP._APPROVAL — o EA 0 Rot. V) \ BUSHES I � \ - — B U S H U 12'� BUILDING SETBACK �s oAl�tt LINE (TYP.) w \ TREE 1o" 10" /N o NO r (��� CHERRY CHER Y ^ p�K 1 11 \ / 1 (� ` �„ OAk� I F Q a ) w 78 ��i v 6" OA Ab j,`�LF>h"i%{,"3S n 1 � � CUI2'l.CFr •� . n .t,c, - � ':��•'�:-� <�. ,„. %� %% EXISTING RESIDENCE TO BE REMOVED \ PINES` US � 4\TREE 1 O� Ce' ' :.• .3..'i ..,, [.' `�.. \ ,� o \ o0A 1 �O i3?3'.f'c.�_s:' ? , 't"►7 t Z ”' '� f "` '�`'b' 1"'`''•I EXISTING RESIDENCE TO BE RECONSTRUCTED BUSH 1 '. r , •�� -.... i:'•J. t+ ., ti;4;:, :. fit\ us o� t'6 -- ..._.. .. . y:. PI r� "✓ o'' qu I\ �n __ "`� "~---- . N/F NOW OR FORMERLY of z I Q o 4- HE � (0 *-PINE DA ; i \/ SF SQUARE FEET f- o J v 1 RRY v "`>-76- 1 i N/F — — 56 — — EXISTING CONTOURS Q c v / \ o" , MARY S. GOSS o ` �--�4 /y 998• (VACANT LAND) o PROPOSED CONTOURS N B UU s H � CC) CO '0715 I STONE WALL o - = o \\, w A m cN I I N tt`\ (POUND) RETAINING WALL O o o J '-' FENCE w Z Z z Y (VACANT LAND) Q/Q � ) EXISTING TREELINE � m o o v 0 56,0 INVERT ELEVATION N 4440.49 �— ������ ® ATE; 08/28/2009 I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL EDGE OF E 85.90 � , ROAD CALE; 1 = 30 AND CONSTRUCTION OF SUBSURFACE SEWAGE FEB Q E 2010 QUALITY CONTROL CERTIFICATION DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE '\,\ GROUP REV EWED DA AND WILL ABIDE BY THE CONDITIONS SET FORTH BENCHMARK SUFF.CO.HEALTH SERVI =S PROJECT MANAGER �j �\` � THEREIN AND ON THE. PERMIT TO CONSTRUCT. TOP OF IRON RDD OFFICE QE WASTEWATER MI ;T. SURVEY ' ® ELEVATION = 71.39 SHEETENVIRONMENTAL. CIVIL " APPLICANT 30 15 o so 1 OF 1 GRAPHIC SCALE IN FEET STRUCTURAL ARCHITECTURAL FI LE 3 FORTION Drawing Copyright©2015 PORTION 25-13 25-13 _t-5. 28-2 25-14*14A 25-11 J 25-12 33 Wilbur Cross Way,Mansfield,CT 06268 28_3 101 East River Drive,1st Floor \\ M.S. 25-1 East Hartford,CT 06108 (FOUND) 860-885-1055 1 www.chacompanies.com N/F z6-9 28-4 FISHERS ISLAND WEATHERVANE ENTERPRISES LLC 2,_3g 27-3A 26-10 �n BLOCK 27-LOT 1 AV� z6-8 O SGS F SINGLE FAMILY RESIDENCE N 28.5 27-2 �,c�t�. X-940 MUNICIPAL WATER �6, N 26-11 Z Fo°y ON SITE SEPTIC SYSTEM �2� q ' NJ 28-6 27-4 27-IA 26-12A 30-3 >UJI 21 3: (� w \� S V) J;' 26-12 -4 > 0 n w N �-- >- 28-7 27-5 g 30-6 a- `^ W \ �Z' 27-6 27_8 O V) 0 Z z 01. 28-8 30-5 O Q ,WL i \ C o DRY WELL n-\ 29-I LO Q V J = Q\ I FOR ROOF C 27-7 \ ti.. DRAINAGE (2) V 28-9 p J a Z p Q \ \ 4 28-16 29-11 30-7 UJI CL� 7 '^1 BRICK WALL — 29-10 J 0- :5 M 3: V I 29-2 29-3 Z V) W (n LOCATION MAP SCALE 1 "=400' L` — �'— 00 LOC LOT- L® 1 �5 to Z N = W W 0ti I AR UJ OCO TA ,TA ,NW EXISTING / W G WATER SERVICE R EXISTINi SIDENCOE / I / I 2 10 �j $/ MAP REFERENCES \ ` I los U_ �Py 693 1.) PLAN OF LAND TO BE CONVEYED TO LAMMOT DUPONT; FISHERS ISLAND, NEW YORK; CHANDLER & PALMER, ENGRS.; NORWICH, CONN.; SCALE: 1"=50 FT.; AUG. 1950 �'�, ---- o / 2.) SURVEY MAP PREPARED FOR KLAUS MAYER; .....:.::::: BLOCK 27 — LOTS a DRIVEWAY _ I \ 1A, 1B & 2; FISHERS ISLAND, NEW YORK; CME ASSOCIATES; �7 WAIt f / NORWICH, CT; DATE: 10/28/2003; SCALE: 1"=80'; SHEET 1 OF 1 3.) PLAN MADE FOR FISHER ISLAND DEVELOPMENT CORP. SHOWING A EAST END LOTS. FILED 9/25/91, MAP A421 ZNOTES � J _ n _ ! 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE Av INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT. 1500 GALLON �o SEPTIC TANK r 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY \ IT VIOLATION ATION OF UW FOR ANY PERSON,UNLESS M AM RE A 2 O PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED WING UNDER THE DIRECTION OF A LICENSED PROFESMIA� ENGINEER,ARCHITECT,LANDSCAPE ARCHrTECr OR LAND LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. SUR%SYOR TO ALTER AN ITEM N ANY WAY.IF AN ITEM BEARING 1K STAMP OF A LICENSED PROFESSIONAL N ALTERED.THE ALTERING p' tR ENGINEER,ARCHITECT,LANDSCAPE ARCHITECT OR LAND Li 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND NOTATION*ALTERED SKALL StAUP TME DZ BY 7T AIA INCLUDE TIE ! 3 DATE OF SUCH ALTERATION, AYSPECIFIC DESCRIPTION (VACANT LAND) 7 o, SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL OF nE ALTERATION. �\ 5 LEACHING �, ARE T,iE PRODUCT OF THE L%+i`rD SURVEYOR. \ POOLS (2) ` 4 1 i / 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND 2 \ x GEODETIC SURVEY TRIANGULATION STATION "NIN" \ / 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, SECTION 002, BLOCK 1, LOT 8.2 EXPANSION AREA 6.) TOTAL AREA = 1.67f ACRES. / 1 7.) SITE IS LOCATED IN R-120 ZONE. 8.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE 1 1 1 DISPOSAL SYSTEM. SEPTIC SYSTEM LOCATION DATA 9.) PERCENT OF LOT COVERAGE— 1.8% 41 QUi f 10.) SETBACK VARIANCE TO ALLOW REDUCED SETBACKS GRANTED DISTANCE DISTANCE \a \ /0 1 1 EB�NC C.) BY ZONING BOARD OF APPEALS. FROM FROM CV cK POINT ## LOCATION LOCATION , °'b �y���/ (gyp-) "A" "B" DESCRIPTIONS HOUSE HOUSE CORNER CORNER \ D 1 33.430.4INLET COVER 2 -40.8' 38.1' OUTLET COVER OU ` `� / � � � � AUG 1 3 202 3 •46.0 44.3 D-BOX 4 159..6' 54.5' LEACHING POOL \�. \ ►,�' N/F ' / � $>�'L,PI�+IG DEPT. 5 52.8 57.6 LEACHING POOL \ `� MARY S. GOSS THD ' -;:r ',`� ?'t'HoLD No. Submittal/Revision App'd By Date 4 \ s VACANT LAND 0 w �/O M.S. \��-`�' ` S `` - �'` (FOUND) 0 zo \ 0 I �� -\ R�V� '�~- N 4440.49 ZI �\ � 250� ro E 85.90 w (VACANT LAND) EDGE OF R�0 - SUFFOLK COUNTY CEPARTMENT OF HEALTH SERVICES GRAVEL ROAD \ \ APPROVAL SINGLE FAMILY RES DE CEK5 FOFINAL LOCATION PLAN M \ o \ DateBU 9 2020 H.S.Ret',No.R1 O-l fl - 000` BLOCK 27-LOT 1 B o C \•� The'98 and Nater sW*InItles at oils location nave been \ Inspected and/or caerNed thts De i by partment or other agencies and tourtd to o \ be satsbctory FOR A MU F @EDROO".�S. Designed B Drawn B Checked B 0 , 9 Y Y Y LIJ ' _ --- ZBC CB Craig Knepper, P.E., Chief Issue Date: Project No: Scale: J 0 Office Of Wastewater Management 02-18-2020 1 2020014 1 1" = 20' W 0 W o Drawing No.: I M 20 10 0 20 40 L.� SHEET 1 OF 1 SCALE: 1" = 20' iz r GENERAL NOTES 28-2 25-14R14A 25-11 1. The contractor shall furnish and install all items 25-12 r unless otherwise noted. 26-3 28-1 2. The contractor shall verify all dimensions and job conditions. All discrepancies shall be brought to the28-4 S85'S1 '30"W 26-9 attention of the architect. The contractor shall be 27-38 27-3A solely responsible for visiting the job site and 122.46' 28-,0 28-s obtaining all correct information for the completion of 28-5 z7-2 the contract. 26-1, a. All dimensions locating exterior walls are to outside face of sheathing unless noted ; /,00 26-6 27-4 2'-1^ 26-12A otherwise. //� o 0) b. Dimensions locating interior walls are to finished �`� wall surfaces or centerlines of finished openings `�' C' 27-19 26-,2 30-4 unless noted otherwise. 27-5 3. In the event that certain details of the construction 28-7 are not fully shown or noted on the drawings or 27-6 27-8 called for in the specifications, their construction30-5 28-8 29 shall be of the same size and character as for similar 27-7 -' conditions which are shown or noted. ; EXISTING 2" 4. The contractor agrees to assume sole and complete POOL COTTAGE ze-,e "_I1 responsibility for job site conditions during the course o zs-,o of construction of this project, including safety of all o `J-'+'� LOCATION MAP SCALE 1 "=400' persons and property. This requirement shall apply continuously and shall not be limited to normal working hours. The contractor further agrees to POOL - defend, indemnify and hold design professional harmless from all liability, real or alleged, in o connection with the performance of work on this Q) project, excepting liability arising from the sole ryo�o' negligence of the design professional. r� a 5. The architect preparing these plans will not be responsible for, or liable for, unauthorized changes to or use of these plans. All changes to the plans OPOOL must be in writing and must be approved by the EQUIP. preparer of these plans. 6. Only working drawings stamped "Issued for Construction" are permitted to be used for construction of this project. All other drawings are obsolete and are not permitted on the job site. Contractors using incorrect drawings are solely • responsible for all work not performed in accordance with the drawings issued for construction. S� �51 Newly-Constructed Residence on EFoundation 7. Manufacturers installation Instructions for all 44e products shall be kept on site by the contractor for use by the owner. � �o 8. Contractor shall provide all tools, materials, labor EXISTING HOUSE TO BE REMOVED`IN ITS ENTIRETY o and equipment necessary to provide a complete EXCEPT FOR THAT PORTION OF THE�OUNDATIONAF) W�TFD installation of the work described in these drawings. .; �, o, ® "� DATE:0q^ •"yi`°S,P #F �SS.S- y BRICK WALLS UNDERNEATH FOOTPRINT OF NEW RE� DENCE. _J ;-� _......�___-_ 9. Drawings are not to be scaled in the field. Written � ____ �- --, FEE:__ 733,9a • . TO REMAIN i--- -'------i_ J NOTIFY BUILDING EsY. ARTP,IEN-`-~T Al. _ dimensions take priority. , ;,,, gel d DEP r 10. General contractor and all sub-contractors shall be ; {IIS �o s 765-1802 sAt+� TO PM FOR familiar with all drawings for project. Information for ; 'y�; ____ °z�_ es FOLLO�vING Ir�sPFc,i fG."I" 1. FOUNDATION - TWO REQUIRED 9 P J (r' --f C;OVF LY Vt1I�"H ALL CODES OF FOR POURED CO dCR all trades, appears on sheets. �' I EXISTING RESIDENCE I i Fishe' NEW YOFK STAT E TOWN CODES 2. ROUGH - FRAMING -TE 11. BD Design Group shall retain all copyrights, and all < J ' AS REQUI ED AND CONDITIONS OF IG & PLUMBING statutory and common law rights with regard to these • EXISTING �----;' 3. INSULATION PARKING r------------ ' 4. FINAL - CONSTRUCTION MUST plans and the building design depicted in therein. COURT ► __ �-----1 - SOUTHOLDTOM11ZBP. BE COMPLETE FOR C.O. Any reproduction, change or assignment to a third -----t [ � �.�� �;:,L_� �, L U b;nn ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW RETAIN STORM WATER RUNOFF " ' ��'��r"' YORK STATE. NOT RESPONSIBLE FOR party . shall not occur without first obtaining the , consent of BD Design Group. _ PROPOSED ONE-St ORY FRAME o PURSUANT TO CHAPTER 236 ---- ..-- -- DESIGN OR CONSTRUCTION ERRORS. 12. Owner-provided items (installed by contractor) are -- ESIDENC ON E STING FOUNDATION I OF THE TOWN CODE. the following: a. Bath accessories 0 1 b. Decorative light fixtures not listed in Electrical 6��o F DRIVEWAY Notes. DRAWING ISSUE � \ �+ �� �� � NO DATE ISSUE FOR c. lterns from existing house to be salvaged for PROJECT DIRECTORY GENERAL SCOPE OF WORK 1 2/9/10 BID re-use. 2 3/2/10 PERMIT 1. Demolish entire existing house except for that portion of existing • MATERIAL_ ALLOWANCES OWNER: ARCHITECT: foundation indicated on drawings.Parking court and all free-standing brick /deo Mr. & Mrs. Richard E. Riegel Jr. Samuel Fitzgerald walls on site to remain. a. Kitchen appliances: $15,000 P.O. Box 250 c/o BD Design Group 2. Build new one-story frame house on portion of existing foundation that b. Kitchen cabinets. $20,000 \ Montchanin, DE 19710 The Gloaming Is to remain. c. Master Bath vanity: $5,000 Fishers Island, NY 06390 3. All demolition debris removed from site.Fill excavated areas with dean d. Master Bath tub apron: $500 (631) 788-5648 fill and smooth to natural grade. e. Hall Bath vanity: $2,500 NEW SEPTIC 4. New septic system. ALL CONSTRUCTio:N SHALL. DRAWING REVISIONS f. Laundry Room cabinetry: $3,500 MEET THE REQUIREMEt7E', OIC';Ht No DATE ISSUE FOR g. rile: $1 o/s.f. GENERAL SHEET INDEX co�Esol-- r��7_Y�I",�-::-', ".;;,F„g-F. CONTRACTOR: A100 TITLE SHEET-SITE PLAN;PROJECT INFO CONSTRUCTION NOTES op ,,� TBD D101 SITE DEMOLITION PLAN;PROPOSED SITE PLAN Framing i mho „' A101 PROPOSED BASEMENT&FIRST FLOOR PLANS 1. All newly, framed exterior walls to be 2x6's @ 16" o.c. i '�K A201 EXTERIOR ELEVATIONS RETAIN STORM WATER RUN FF 2. All newly framed interior walls to be 2x4's @ 16" o.c. I A301 BUILDING SECTIONS&DETAILS PURSUANT TO CHAPTER 23 unless noted otherwise. y S101 FRAMING PLANS OF THE TOWN CODE. 3. See frarning plans for floor joist and roof rafter sizes, ! ME101 ELECTRICAL PLANS;MECH.&ELEC.BID NOTES DRAWN BY CHECKED ' orientation and spacing. `g8 9 APPROVED PROJECT# 60165 4. Provide double sole plates, typical for all partitions. /V�2� 98 BD DESIGN GROUP OCCUPANGY OR Insulation - = - % �, � Iq�RS THE GLOAMING,FISHERS ISLAND,N.Y. 06390 1. Batt insulation per plan around perimeter of house. R ,\ � P:631 .788.5648•F:203.NIM 5647 o REQ �._ . a 2. Sound batt insulation In all interior partitions and 0 /I 102 GREENWICH AVE.2ND FL.203.GREENWICH, 4 06830 �.�� 19 I�,., 14 i P:203.983. dde •n roup.983.6084 www.bddesigngroup.com between floors. OF D AFR?C��T Flashing I hereb &rtl tItt,N"f� ��- W RIEGEL y t' re prepared under my direction and to the best g of m k�i%' e aril belief �r fo to the applicable Building Codes and Ordinances. REQ � RESIDENCE 1. All flashing to be lead-coated copper. v ,4, �, pp 9 REQUIRED, � J � FISHERS ISLAND, NY ' ' PLUNfaER 2. Closed valleys. �, {' �O/V 3. Provide lead-coated copper drip caps on tops of all '� ' ° ON LEAD CONTENT BEFOR SITE PLAN W GENERAL NOTES Date 1jOF OCCUPANC 1 window casings. `+ �d PLUMBING SITE PLAN °�. ,, ^ ED USED IN WA TER W P ROJ ECT INFO ALL PLU.Ad u SCALE:1"=30' Samuel W. FI ge ald;:74 UJ New York Architect's License No.029399- 1 TESTING BEFORE COVERIN r I 9110 OF i% �G7" 0 3iv10IL 0 0 U AS NOTED .. Al V1 � o s2 \; 66 F 1� n� n� DEMOLITION NOTES 1. Entire existing house above foundation to be I removed. I I IV, N 2. Existing foundation to be removed except where N 0co 01 EXISTING METAL AIRS, I I ISO, indicated. 1101 01 ^ DUMBWAITER& NCRETE III I LANDING TO BE EMOVED F- — — — — — _ I I 3. That portion of the existing foundation to remain is to —_ be gutted of all framing, finishes, plumbing, electrical u�:— I I L II L �� and mechanical work, and otherwise prepped for II �I I I I I LL. o`er J� n II I I INhE_ J I I new construction as indicated in drawings. Only wlulx _ —� J I��L I rJ — S I I existing masonry and concrete shell to remain unless L I noted otherwise on plan. EXCEPTION: contractor to I L LSI � II —1I- - - - =��I frimi-MITI L = - - / �w.wIuu_Iaj r — — __- �—f I confer with architect and owner in field to see if we ', ( l FOUNDATION FOUNDATION TO want to keep existing floor drain location. ' TO REMAIN —— — — � I I� p g RESIDENCE BUILT ON TOP BE REMOVED �—_ f— — — — — __-_ - -► I r=� I � NEW ONE-STORY FRAME ' ALL BRICK PARKING COURT, I —_____ --� Z J , I I f� I 'Id'I 4. All brick parking court wills, retaining walls and �? ', T. ���GARDEN AND RETAININGS I ' _=JL J I I �W garden walls to remain and protected as necessary OF EXISTING FOUNDATION WALL REMAIN U.N.O. 11o'-s^ � � �' I during construction. 5. Remove all demolition debris and residue from site. ---------------- Do not bury. --- - I �� 6. Asbestos to be removed throughout entire existin -------- --- T-0,, ----_ -_T-0^ so 01 cohouse prior to demolition and according to state - $o C. 01 o ordinance. Z) 7. Existing septic system on adjacent lot to become NEW BRICK GARDE, --I obsolete. Pump tank, crushi,then bury. ,� �6 WALL ON T OF E�I G II I 1 EXISTING UPPER DRIVEWAY ' OUNDATION EXISTING UPPER DRIVEWAY ) I ,-------� 8. Remove all buried fuel tanks. � , ---___I I` 9. Salvage the following from the existing house for II owner use: railing on circular stair; folding, LOWER S DOWN TO decoratively painted screen at living room doorway. GARDEN NEW STEP � I I _ Other items of salvage value to the contractor shall LOWER GARDEN.BLUESTONETREADS WITH BRICK RISERS be expeditiously transported from the site after their �- removal from the house. 10. Demolition shall be performed in a safe, orderly % + DRAWING ISSUE fashion. Adequately share remaining, existing No DATE ISSUE FOR \ 78 structure during demolition. \ '$ 1 2/9/10 BID 11. Contractor to notify architect of any discrepancies 2 2/2/10 PERMIT between drawings and existing conditions before NE EPTIC SYSTEM.SEE continuing. CME NGINEERING'S DESIGN \ 80 ,, 80 DRA ING INCLUDED WITH \ \ 12. Great care should be taken to protect all existing \ THE E ID DRAWINGS trees around construction area. \ �° 13. Existing electrical service to remain. New panel. , DRAWING REVISIONS NO DATE ISSUE FOR \SITE PLAN LEGEND \ 0 EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED \\ 1 FOOTPRINT OF NEW CONSTRUCTION ,� � ABOVE EXISTING FOUNDATION DRAWN BY IK CHECKED 1 \ APPROVED PROJECT# 60165 EXISTING CONTOURS TO REMAIN \ BD DESIGN GR O ; 1 THE GLOAMING,FISHERS ISLAND,N.Y. 06390 1 , , P:631 .788.5648•F:203.788.5647 102 GREENWICH AVE.2ND FL.GREENWICH,CT 06830 NEW CONTOURS + P:203.983.6083•F:203.983.6084 \ + \ RED A www.bddesigngroup.com AREA OF NEW FILLLIA TF�'A RIEGEL I �C W I J RESIDENCE FISHERS ISLAND I y� F SITE DEMOLITION PLAN PROPOSED SITE PLAN W 3,2„0Ld D 1 01 o w Ld SITE DEMOLITION PLAN ,� PROPOSED SITE PLAN 31�p < AS NOTED J 0 00 c5o -, 0) 0 + I i I Q0 i Q I I I I I I I I i \ I I I I �2 , , + 00 - 8o i Q0 I � / I i I i � I I i , I � I I i 1 ------------I i I , DRAWING ISSUE NO DATE ISSUE FOR 'I 1 PERMIT/BID � I I r I I , I , I � I I + 1 I I I I I I I I I I 1 � I DRAWING REVISIONS NO DATE ISSUE FOR II \ 78 DRAWN BY IK CHECKED \ APPROVED PROJECT# 60165 0 (STING CONSTRUCTION NEW CONSTRUCTION BD DESIGN GROUP THE GLOAMING,FISHERS ISLAND,N.Y. 06390 80 P:631 .788.5648"F:203.788.5647 \ AREA TO BE REGRADED 102 GREENWICH AVE.2ND FL.GREENWICH,CT 06830 P:203.983.6083"F:203.983.6084 R \ EXISTING CONTOUR'\ — — — — TING CONTOUR TO\SE REMOVED RIEGEL Z ui RESIDENCE NEW C NTOUR Q�� aER A�'�0 FISHERS ISLAND \ Q � SITE PLAN W SI E Z• 02S 99 / Q 02-01-10 uj uLLjJ Al OOLE:1/16"=1'-0" 0, \ ,� Q AS NOTED .. \ \ x �(tilp II - II I . II I I I I I I 23'-2 3/4"V.I.F. 10'-8" f ( I i EQUAL I WINDOW EQUAL I I O O O ( I q WINDOW EQUAL EQUAL ENTRY v SEASONAL STORAGE O vv i O J 002 a. Ico,r) 004 I I �wINDOw I DOWEL INTO EXISTING ° I FOUNDATION W/#5 BARS I / Q <a i 12"LONG, o.c.,TYP. KITCHEN/DINING _ w I LIVING ROOM - - - - - - - - - - - I 10260 i 6 I j I 6 6 ------ ----- — 6 IF A301 i FD I ( A301 A301 ;------------------------f- \ 1 2 DOOR A301 EXIST'G FNDTN i i EXIST'G FNDTN A \ \ 005 I TO REMAIN TO BE REMOVED O WINDOW til 101, — — — — — — — — — — —� I I ir) ------------------------------------------ EXISTING ---------------- --------------------- \\ EXISTING GARAGE I I ALIGN \ 003 I I I -------- ---- 1 - - - - - - --------- BEDROOM 1 108 CLOSET 103 EXISTING PARKING COURT TO REMAIN I 18 105 111 I :: •I I C7 ENTRY ORCH w F- ¢O ATTIC 105 ;llNEX�CAVATED:-. ;: f I o J ACC Ess co ENTRY oos I I: I 0 I _ i WINDOW 107 103 BLUES ONE P VERS - : .. 7 I J HALL 106 ---- 7'-10 1/2„ 3'-4" ----- — O --- - -J - - - - - - - - - - J I a 104 c� ---------- ----J w LINENS -- � 109 � HALL ■ L 10"DIA.WOOD _ 001 co 112 ATH 107 DRYER ;WASHER TURNED TUSCAN ---- ----i---------J 10'-8" 106 � COLUMN C3 FLOAT /4" 7'-61/4" 3'-51/2" w o LAUNDRY ROOM o02 co J J Q WINDOW ■ O Z i UP N BATHROOM o C) � 110 J I - N 110 � �''> a Al M M J Q — a T TUB I oc w NEW STAIR HALL N WINDOW ■ - I I 113 5 005 5 5 N ■ o DN 5 M A301 A301 A301 14 R A30`I 003 112 111 I NEW MEC I . ROOM STAIR HALL I N J 00 108 I Q 4 4 4 ( w 4 DRAWING ISSUE A301 HVAC EQUIPMENT A301 A301 A301 NO. DATE ISSUE FOR - 0 IN THIS ROOM. I 1 2/9/10 BID CONTRACTOR To 1 3/9/10 PERMIT L I VERIFY EQUIPMENT WINDOW ih I O WINDOW 04 . AND LAYOUT OA � MASTER BEDROOM A 109 Q DOWEL INTO EXISTING z EXIST'G CRAWL SPACE I d FOUNDATION#5 BARS ( Z I w 12^LONG,12"O.C.,TYP. I 007 115 o w o 114 EXISTING CONSTRUCTION TO REMAIN 104 - DRAWING REVISIONS _ - N0. DATE ISSUE FOR TROP PORTION OF EXISTING BRICK WALL EQUAL EQUAL TO BE REMOVED AS NECESSARY TO ` • _ ACCOMMODATE NEW FLOOR FRAMING (�DOOR z 18'-2"V.I.F. EXISTING CONSTRUCTION TO BE REMOVED NEW FRAME CONSTRUCTION INFILL EXISTING CRAWLSPACE;FouNDATioW= :r = NEW POURED CONCRETE CONSTRUCTION - WALLS TO REMAIN AND SERVE AS RETAINING NEW BRICK ON TOP OF EXISTING DRAWN BY CHECKED WALLS FOR GARDEN FOUNDATION.MATCH ELEVATION OF APPROVED PROJECT tf 60430 NEW BRICK CONSTRUCTION OPPOSITE WALL. BLUESTONE CAP TO MATCH EXISTING BD DESIGN GROUP EXISTING FOUNDATION WALLS.REPAIR THE GLOAMING,FISHERS ISLAND,N.Y. 06390 BRICK AS REQUIRED.NEW BLUESTONE P:631 .788.5648•F:203.788.5647 CAPS TO MATCH EXISTING. 102 GREENWICH AVE.2ND FL.GREENWICH,CT 06830 P:203.983.6083•F:203.983.6084 www.bddesigngroup.com NEW STAIRS.BLUESTONE TREADS, QAM - BRICK RISERS �4' �.,, Tic O� F RI EG EL w RESIDENCE J DN FISHERS ISLAND, NY S1 .,ke b vo 0293 PROPOSED 41 , BASEMENT Et FIRST FLOOR PLANS W PROPOSED FIRST FLOOR PLAN 3(ti (� S NOTED W PROPOSED BASEMENT PLAN AS NOTED 141 l ? _-.._ ...- -- ` VrAI F 114"=1'-(1^ 12 12 12 7 7 / -17 B B T/PLATE ELEV.8'-6" FmT/PLATE @ FAMILY ROOM — _ ELEV.T-6" u(���1 ��(�� — T/WINDOW R.O. � � IM ELEV.6-10112" ❑�❑r-IF-1 ❑[][] 103 ❑ SALVAGE EXISTING , , ❑ ❑� INTERIOR BALUSTRADE ❑ FT] DE ❑ 101 11 ❑❑ RE-USE AT THIS LOCATION ❑ �� ❑ \ / ❑(�❑ FF❑ I�.I\\I ❑ �J❑ I I I Z T/SUB FLOOR ELEV.0'-0" C D C Z H EXISTING BRICK X FT1 [I W 40- FIF] M-1 2 2 H Flal DELI A302 A302 _ T/SLAB @ GARAGE ELEV.V.I.F. - - - SOUTH ELEVAT I01�1 NORTH ELEVATION 4 _SCALE =1'-0" SCALE:1/4"=1'-0" EXTERIOR MATERIAL SCHEDULE SIDEWALLS Alaskan yellow cedar shingles, R&R's, 5"exposure, woven comers. Shingles left natural. ROOFING Alaskan yellow cedar, 18"'taper-sawn, 5/8" butts, 5"exposure GUTTERS 5"half round, lead coated copper DOWNSPOUTS 5"round, lead coated copper Tl PLATE - - - - EXTERIOR TRIM For paint ELEV.8'-6- — — — — — — T/WINDOW R.O. _ _ _ _ _ _ _ SHUTTERS Louvered Spanish cedar for paint w/operable hardware ELEV.6-10112" lull] LM I GARDEN WALL EXTENSION Brick to match existing. Bluestone cap to match existing E U= PORCH COLUMN 10"diameter, turned wood Tuscan column M.0 ❑ ❑ ❑ F1 I0, FLOWER BOXES By others ® FLASHING Lead coated copper A A T/SUB FLOOR ELEV.0'-0" T Z Z NEW BRICK GARDEN WALL LAID ON TOP OF X EXISTING FOUNDATION.MATCH ELEVATION w OF OPPOSITE WALL.BLUESTONE CAP TO 105 O S 0 IM MATCH EXISTING. T/SLAB @ GARAGE _ ELEV.V.I.F. 6 5 4 DRAWING ISSUE A301 A301 A301 NO. DATE ISSUE FOR 1 2/9/10 BID EAST ELEVATION 2 3/2/10 PERMIT 2 SCALE:1/4'=V-10" DRAWING REVISIONS 12 NO. DATE ISSUE FOR �7 B ® T/PLATE ELEV.V-6" T/PLATE @ FAMILY ROOM _ ELEV.T-6" ` T/WINDOW R.O. E \ ❑ lel 111_1 ❑ ELEV.6'-10 1/2" DRAWN BY IK CHECKED i� APPROVED PROJECT# 60165 F1 104 102 EXISTING FOUNDATION BD DESIGN GROUP EXISTING BRICK THE GLOAMING,FISHERS ISLAND,N.Y. 06390 ❑ I tl 1 it 1 ❑ P:631 .788.5648"F:203.788.5647 102 GREENWICH AVE.2ND FL.GREENWICH,CT 06830 _ ` T/SUB FLOOR _ P:203.983.6083"F:203.983.6084 ELEV.0'-0" www.bddesigngroup.com U� ARC . F RIEGEL �,�A M F� z 4 5 6 ,� r� J RESIDENCE A301 A301 A301 � FISHERS ISLAND 1 WEST ELEVATION 3� Q� F EXTERIOR ELEVATIONS � SCALE:1/4"=V-0" �` d'J� 'v0, s y0 N W a F- 3/2/10 W A201 W W AS NOTED "' 3 1b RIDGE VENT.SEE TYP.DETAILTHIS SHEET ROOF CONSTRUCTION 12 LOAD FROM RIDGE TRANSFERRED 12 ROOF CONSTRUCTION ROOF CONSTRUCTION RIDGE VENT.SEE TYP.DETAILTHIS -ROOFING PER MATERIAL SCHEDULE AROUND WINDOWS.SEE FRAMING SHEET SHEET A-201 7 -ROOFING PER MATERIAL SCHEDULE -ROOFING PER MATERIAL SCHEDULE -CEDAR BREATHER PLAN SHEET S-101. 7 SHEET A-201 SHEET A-201 -314"CDX PLYWOOD �� -CEDAR BREATHER -CEDAR BREATHER LOAD FROM RIDGE TRANSFERRED -ICE&WATER SHIELD 36"UP FROM EAVE -3l4"CDX PLYWOOD -3/4"CDX PLYWOOD AROUND WINDOWS.SEE FRAMING -30LB.FELT _ -ICE&WATER SHIELD 36"UP FROM EAVE -ICE&WATER SHIELD 36"UP FROM EAVE PLAN SHEET S-101. -ROOF FRAMING PER S-101 WITH R-38 -30LB.FELT -30LB.FELT BATT INSULATION I I ❑❑ -ROOF FRAMING PER 5-101 -ROOF FRAMING PER 5-101 WITH R-38 -CEILING FINISH PER SCHED. BATT INSULATION -- _ SHEET A-601 I I LID -CEILING FINISH PER SCHED. ❑❑ 12 I I SHEETA-601 I I � 7 ------�--� I— — — I 11E] ��rIFIFIF_]FlT/PLATE — — — ELEV.8'1 CEILING CONSTRUCTION U❑❑ ❑❑❑❑❑❑ I I T/WINDOW R.O. ❑❑❑ ELEV. -10112" -CEILING FRAMING PER S S_m! TYP I CAL __ — —❑❑❑❑❑❑ ❑❑❑ ( 6' WITH R-08 BATT INSULATION WALL CONSTRUCTION I I ❑❑ ❑❑ -CEILING FINISH PER SCHEDULE HALL I I MASTER I L I A-601 ❑ ❑❑ �❑ ❑ I -EXTERIOR CLADDING PER MATL I ❑❑❑ ❑❑❑❑❑❑ [1011I I I I BEDROOM SCHEDULE SHEET A-201 TYPICAL [111111TYPICAL -HOUSE WRAP I ❑❑ ❑❑❑❑❑❑ ❑❑❑ FLOOR CONSTRUCTION STAIR HALL FLOOR CONSTRUCTION -314"CDX PLYWOOD I " _ I -FINISH FLOOR PER SCHEDULE ❑ -FINISH FLOOR PER SCHEDULE x 16 O.C.WITH R 19 I ❑ ❑❑ �❑ ❑ 2 6s@ I ❑❑❑ ❑❑❑❑❑❑ ❑❑❑ II II BATT INSULATIONSHEETA-601 MASTER BATHROOM SHEET A-601 -WALL FINISH PER SCHEDULE I ❑❑❑ ❑�❑❑❑❑ ❑❑❑ I -314"CDX PYLWOOD SHEATHING, ❑❑ ❑ -3/4"CDX PYLWOOD SHEATHING, ❑ ❑❑ ❑❑ ❑ SHEET A-601. I GLUED&SCREWED GLUED&SCREWED I I I I ❑❑❑ ❑❑❑❑❑ I -FLOOR FRAMING PER SHT 5-101, -FLOOR FRAMING PER SHT S-101, Ij ul ❑ [I[] IE WITH R-38 BATT INSULATION WITH R-38 BATT INSULATION [I UH P�U L -518"TYPE'X'DRYWALL -5/8"TYPE'X'DRYWALL T/SUB FLOOR ELEV. — 1 CONTRACTOR TO VERIFY r �'"��CONTRACTOR TO VERIFY BEARING DETAIL IN FIELD BEARING DETAIL IN FIELD CONTRACTOR TO VERIFY AFTER DEMOLITION I AFTER DEMOLITION ICRAWLSPACE a I BEARING DETAIL IN FIELD I AFTER DEMOLITION r... I E ; GARAGE ` GARAGE NEW MECH. RM. NEW FOUNDATION WALL; SEE DETAILTHIS SHEET. E TIE-IN NEW SLAB TO EXISTING. r�, ' I VERIFY EXTENT OF WORK ` IN FIELD AFTER DEMO. ' T/SLAB @GARAGE } ELEV.V.I.F. 6 BUILDING SECTI014 5 BUILDING SECTION 4 BUILDING SECTION SCALE:3/8-1'-0" SCALE:3/8=1'-0" SCALE:318 0" 1"AIRSPACE,TYPICAL _ T 1 SUB-FLOOR _ - r ELEV.0'-0" BRICK VENEER,CUT THIN.BLOCK OUT I I 1"SHELF IN CONCRETE POUR. DRAWING ISSUE LINE OF GRADE NO DATE ISSUE FOR CA1 2/9/10 BID 2 3/2/10 PERMIT — ® III=III=III=III=III=III _ III=III=I I FEI I I=III= 170 Y2"DIA.STEEL ANCHOR BOLTS @ 6'-0"O.C., I=III—III—I I IIII—I I ( AND 12"MAX FROM EACH CORNER AND 4.1 I 5• —III III I I END OF EACH PIECE OF MUD SILL.7"MIN. DEPTH OF ANCHOR BOLTS INTO CONCRETE. 4,000 PSI CONCRETE FOUNDATION, III III EPDM ROOFING WITH(2)#4 BARS TOP&BOTTOM I I_ BITUMIN-MODIFIED URETHANE DRAWING REVISIONS i I I=1 I 1=III=III=III= WATERPROOF COATING — NO DATE ISSUE FOR 1�1 3/4"MIN. DIA.RIVER ROCK AROUND EXPANSION JOINT O -� I—i I II —) I I— DRAIN PIPE WITH 18"MIN.COVER. -� I —I IIII INSTALL FILTER FABRIC BEFORE 511/16" 511116" V\ PATCH IN NEW SLAB AS REQ'D. -I III—III— BACKFILL. j MATCH EXISTING IN THICKNESS, T/PLATE PITCH, MATERIAL,FINISH, ETC.- �_) _ SLOPE TOP OF FOOTING WITH MORTAR. - - _ =I ( I=I I ELEV.+8'-6" 5• 10" I I_I I 1= ,,kT/SLAB,EITHER BASEMENT OR CRAWLSPACE _ ELEV.MATCH EXISTING 3/4"x 6"FASCIA 3/4"x 6"FASCIA `� �==• CONTINUOUS CONCRETE FOOTINGS WITH KEYWAY. PROVIDE(2)#4 BARS, CONT.SOFFIT VENT 314"SOFFIT DRAWN BY IK CHECKED -III— ONE ON EACH SIDE OF FOOTING. 3/4"SOFFIT 2112"BED MOLD APPROVED PROJECT# 60165 I I I=) I ® ® 4"PERFORATED DRAINPIPE WITH HOLES HEADER PER FRAMING PLAN BD DESIGN GROUP I II I ORIENTED DOWN. SLOPE TODAY LIGHT o THE GLOAMING,FISHERS ISLAND,N.Y. 06390 O P:631 .788.5648•F:203.788.5647 —III -III III 102 GREENWICH AVE.2ND FL.GREENWICH,CT 06830 IIII--III IIII I I�i i —III_ P:203.983.6083•F:203.983.6084 III III I I III—i I F, Ll "I I I I l I—I I I— I I III III—III—I I www.bddesigngroup.c�, — III—III III—III— ����,�AM Z D Aft? RI EG EL =1 I EE I =I I I—I i I III III III—III I I i III—I i I—III—III—I I I I--1111 I I=1 1111 I=1 I I1 I I=1 I I=1 I I=111-11 I1 RESIDENCE =1 11=1 1 11 11=1 11=1 11=1 11=1 11=1 1 11 1 11 1 11 1 11 1 11 I II I ! e w ��, FISHERS ISLAND = fi SECTIONS Ft DETAILS � v ga r ►_s O. Deg yp4 0 3/2/10 w TYPICAL NEW FOUNDATION DETAIL TYPICAL SECTION THROUGH ROOF RAFTERS SECTION THROUGH TYPICAL PORCH HEADER �C J N SCALE:3" 10 " SCALE:3"=1'-0" SCALE:3"=1'-0" AS NOTED A301 21�D POST DOWN FROM RIDGE TO! POST DOWN FROM RIDGE TO H2 H2 H1 C2 C2 C1 C2 Cl C2 ..e 0 POST DOWN FROM @T0 H2 , N w _--2x12 RIM JOIST.- �_...I_.,.__I w W U) III o 4 U F_ cc w I co _ cao (� w of ~ B1 B2 � o � I C2 Ua a ~ 1 } � (( CO J �_ a CO I POST DOWN FROM o O Cl) o w v 1 0 - 63 H1 H2 RIDGE TO H1 o B4 cS z !� o O C2 cn �� 1 UoI — --- X C2 {{ Cn = o << -- - E ----- - - - � cn Z - N POST DOWN FROM 0 z �I X +, N r @T0 H2 J N C2 U I (- ) Z 711 X C1 C1 - - - - - - - - - -- C1 RC1 `„ 2 x 12 RIM JOIST — ' - .— .— o �I POST UP FROM B4 �1 v O 0 c6 x - E- (I w o Ij o ATnC ACCESS t o W o � o r J cn x + I t-- -_ , - - - --- --- - ------ -- - - v cn 0 N coo ROOF: FLAT 0 C ` r C14 z I 2 x x DRAWING ISSUE po j� I I 1 -- ��t NO DATE ISSUE FOR 1 = 1 2/9/10 BID co H2 U�' `--- � Iii:!' °I � �— � I �i; 2 3/2/10 PERMIT X I I H2 H2 B1 (3) 2x12's WITH l–l----- �—�"° 0 2 8" PLATES (3) 1 314" x 111/4" ML's � ' I ) I • I I `�I--,--- ; ___� _J � ; DRAWING REVISIONS STAGGERED TO FIT WITHIN ! �" ri I k NO DATE ISSUE FOR SPACE OF ROOF RAFTERSw W C1 ,1 B3 O 3112" x 111/4" ML �- J \ O m , I � U / B4 51/2" x 16" ML ~ - -- ----- - - - - -------- .: 0 CL cn N H1 3112" x 9112" ML U) } x CU CO (I 1 `" O Z DRAWN BY IK CHECKED I H2 3112" x 11 718" ML'S t0 w r- -n r. r APPROVED PROJECT# 60165 Z _aLl I BD DESIGN GROUP I C1 (3) 2 x 6'S X ¢ I ;� POST`IOWN FROM H1 TO H2 I r THE GLOAMING,FISHERS ISLAND,N.Y. 06390 P:631 .788.5648•F:203.788.5647 C-4 LILI C70 102 GREENWICH AVE.2ND FL.GREENWICH,CT 06830 C2 (2) 2 X 4'S _ P.20 .983.6083•F:203.983.6084 -_ I 3 www.bddesigngroup.com C2 C2 C2 H1 , 11,1010 P�T Al�r% RIEGEL W LIAM A _ RESIDENCE �0Tr'0 FISHERS ISLAND POST DOWN FROM ° � 3 D RIDGE TO H1 j s f , ° ui FRAMING PLANS o. 0213p FIRST FLOOR FRAMING PLAN ROOF FRAMING PLAN Tq , W 2 SCALE: 114"=1' SCALE: 1/4"= 0 3/2/t0 W fi a N S101 AS NOTED vo ELECTRICAL BID NOTES ELECTRICAL SYMBOL LEGEND 1. All work and materials shall be in strict accordance $ SWITCH with local building codes. $D DIMMER SWITCH 2. Provide and install all wiring, devices, conduit, $� 3 WAY SWITCH special outlets, light bulbs/lamps, and other material $4 4 WAY SWITCH as required for a complete, fully-functioning system. =E) DUPLE OUTLET. UTL .SE ELEVATIONS FOR 3. ExistExisting to remain. New panel. Location MOUNTAND ORIENTATIONS DUPLEX OUTLET HALF SWITCHED.SEE INTERIOR TBD• ELEVATIONS FOR MOUNTING HEIGHTS AND ORIENTATIONS ---- -" -» --- -" --- ---� DUPLEX OUTLET,SEE INTERIOR ELEVATIONS FOR 4. Provide and install ground fault circuit interrupter as �42 MOUNTING HEIGHTS AND ORIENTATIONS indicated Or as required by code. DUPLEX OUTLET FULLY SWITCHED.SEE INTERIOR I WP 5. Contractor is responsible for design and installation ELEVATIONS FOR MOUNTING HEIGHTS AND ORIENTATIONS -- DUPLEX OUTLET WITH GROUND FAULT CIRCUIT I , I 1 ----, of properly sized and loaded system. i�Ki I i �I �, ! GFl INTERRUPTER. 6. Typical wall outlets are to be installed in base trim, CONCEALED APPLIANCE OUTLET.VERIFY POWER l - PL I where applicable. Cover plates should be centered APL REQUIREMENTS OF APPLIANCE. between floor and first line of molding above. 220 APPLIANCE CIRCUIT.�aPt I kt , i /// ` 7 I Coordinate with finish carpenter. WATERPROOF EXTERIOR OUTLET. wP ®' - I i / t 7. Install weatherproof equipment and devices as QUADROPLEX RECEPTACLE OUTLET. r _ indicated or as required by code. / ! DEDICATED DUPLEX OUTLET. I 'KABLE LITE'/LIGHTING 8. Provide electrical connections as required for HVAC �Dc I SYSTEM BY TECH LIGHTING. i , equipment. Coordinate with HVAC contractor. o FLOOR MOUNTED DUPLEX OUTLET. HUBBEL ROUND WP , I (12) HEADS, MODEL NAME: O COVER S925 POLISHED BRASS NO LAQUER. f / I K-HELLO. 9. Owner t0 provide all light fixtures at wall- and FLOOR MOUNTED DUPLEX OUTLET-HALF SWITCHED. ceiling-mounted 'unction boxes. ® HUBBEL ROUND COVER S925 POLISHED BRASS NO g J LAQUER. 10. Provide smoke and carbon monoxide detectors per FLOOR MOUNTED DUPLEX OUTLET FULLY SWITCHED. 1HUBBEL ROUND COVER S925 POLISHED BRASS NO DSHWS_HR \\ code. LAQUER. f GARAGE.DOORq ! "= \ 11. All switches to be on dimmers unless those not GFI I GFI\ ' \r'r,, WALL MOUNTED DECORATIVE FIXTURE F.B.O.VERIFY { OPENER - ---�` \� 1 allowed by code Or in closets. BOX SIZE AND MOUNTING REQUIREMENTS. WITH.LIGHT 12. Contractor t0 provide samples of all fixtures. SURFACE MOUNTED EXTERIOR LANTERN. WP 13. Final location of all electrical fixtures to be determined at walk-throw h With owner prior to CLOCK HANGER RECEPTACLE FOR PICTURE LIGHT VERIFY j \\ g L LOCATION. \ , commencement of work. SURFACE MOUNTED CEILING FIXTURE F.B.O.VERIFY + FAN_HOO ! \\ / --� 14. Fixtures Contractor to provide samples les Of all BOX SIZE AND MOUNTING REQUIREMENTS. - PL P P RANGE FRIDGE \, I fixtures before ordering): ® RECESSED LIGHT , .,. GFI GFI GFI ,.�. Q 4, wP a. Dimmers and on/off switches: Ariadni series by ayp RECESSED WATERPROOF FOR SHOWER LOCATION IANT — � - �U ®-� -m—M LUtrOn m White. OnWp EXTERIOR WATERPROOF FIXTURE. b. Recessed fixtures at wet locations: Bega / _ #1224/560 #0RNER 426.UNLESS OTHERWISE NOTED. RE F.B.O.REQUIRES RACO PARTITION BOX - —' c. Remote Exhaust Fans: Panasonic FV series in GARAGE.DOOR �d CORNER FIXTURE F.B.O.REQUIRES RACO PARTITION BOX OPENER ' b white. Contractor to properly size fans. l #426.UNLESS OTHERWISE NOTED. WITH.LIGHT T` I' P d. UnderCabinet fighting: Juno Trak 12. >--< STRIP LIGHT-SEE SCHEDULE - - ' e. Recessed cans: 4" Juno. Provide covers for � EXHAUSTFAN J \ I g-•. \- Closets. EXHAUST GRILL:CEILING MOUNTED WITH REMOTE FAN. i IN.ATTIC" AGF VERIFY LOCATION WITH ARCHITECT. THERMOSTATIC ENVIRONMENTAL CONTROL DEVICE. _ _ 1 HVAC BID NOTES !E THERMOSTATIC SENSOR. E DFLER-WASHER-� GFI --r i � - / _ Q 1 1. New oil-fired hydro-air s stem to serve all habitable SMOKE DETECTOR HARDWIRED.VERIFY WITH CLIENT y IF DETECTION SYSTEM IS TO BE TIED INTO SECURITY rooms on the first floor. System to be "design-build" SYSTEM. U TV JACK.WALL MOUNTED/FLOOR MOUNTED.VERIFY b contractor. LOCATION:VIDEO EQUIPMENT REQUIREMENTS. R I -- R "S Y GARAGE.DOOR ® wP WPI f ! 2. New air conditioning to serve all habitable rooms on TELEPHONE JACK,WALL-MOUNED/FLOOR MOUNTED. 11 I OPENER ' 1 the first floor. T VERIFY LOCATION. WITH.LIGHT 3. Ducts servin first flo r t g o o be run in the chase space C CABLE IN WALL IR built into truss joists, and within joist aces. R WP iy- 4. HVAC equipment can be located in the basement, in 0 DATA ` ! S SMOKE DETECTOR R the room labeled "New Mechanical Room" and in the attic space. Contractor is responsible for installing a �-- properly sized and loaded system which meets or �— I ® ' p p Y Y I _wP R exceeds ASHRAE industry standards and which GFI _ - - - f conforms to all local building codes. I j 5. Provide for ventilation through roof for cooktop with ^F ^T. remote blower. 6. All exhaust fans to have remote blowers. Provide I I necessary duct work and connections for new remote blower exhaust fans at bathrooms. 1 POWER REQUIRED 7. All air grilles located in wood floors shall be flush FOR MECHANICAL EQUIP COORDINATE WITH HVAC ENT `� .� CONTRACTOR d ��� � mounted, egg crate style by Hall Flooring, Stamford, DRAWING ISSUE CT., and of the same species of wood as found in No DATE ISSUE FOR each respective room. Finish to match wood flooring. 1 2/9/10 BID Grille size to be determined b HVAC contractor. 2 3/2/10 PERMIT F � II Floor registers to be maximum 9'y from wall. llf 8. All ceiling-mounted supply registers to be painted L51— :� I V LDLJ ^� \ j; i� steel single deflection registers by E.H. Price Co., model 510D. Size to be determined by HVAC contractor based on air flow requirements of system. - � --- _ 9. Verify all locations, sizes and shapes of returns with Architect prior to installation. i WP DRAWING REVISIONS i I 1 - NO DATE ISSUE FOR �BAASIEMENT ELECTRICAL PLAN FIRST FLOOR ELECTRICAL PLAN 1;4"=V-0" _S ALE: 1' =T DRAWN BY IK CHECKED APPROVED PROJECT# 60165 BD DESIGN GR THE GLOAMING,FISHERS ISLAND,N.Y. 06390 P:631 .788.5648•F:203.788.5647 102 GREENWICH AVE.2ND FL.GREENWICH,CT 06830 P:203.983.6083•F:203.983.6084 www.bddesigngroup.com a�y\ Z RIEGEL �A J RESIDENCE FISHERS ISLAND, NY ,j topF4' ° J ELECTRICAL PLANS EZ �sr "\o.._02 �g ovQ� MECH Ft ELEC NOTES ' a 3/2/10 AS NOTED ME1 O 1 114P a CONSTRUCTION NOTES 4 x 5 VENT AS-BUILT ELEVATION CERTIFICATION THROUGH ROOF. This building is not located in a flood prone area USE AND OCCUPANCY Classification: R3 2 Bedroom Single Family) �� ( g Y) 4 x 5 VENT a" 2• KITCHEN / THROUGH ROOF. F� i HEIGHT AND FIRE AREA �S�F�% 2, / 1112° Ridge Height: 20'-3" �`� D.W. 11 Fire Area: 409 s.f. SILL ' SINK TYPE OF CONSTRUCTION KITCHEN COCK GREASE TRAP 112" 12. BATHROOM12" 1112" Type V as defined in Section 602.5 of the Building Code of New York State. MASTER 1 " 1112 BATHROOM D. SIN '� LAV DESIGN CRITERIA ���� " C. 1 / NQS / MASTER 2 sHW Buildingconstructions specifications were developed using the prescriptive and en ineereed design methods described in the Wood Frame Construction Manual W.F.C.M 1995 SBC High 14" / 11/4• , BATHROOM PS� p P 9 p p 9 9 (W.F.C.M) 9 LAV. 1 Wind Edition for one and two family dwellings, as required by the Building Code of New York State. TUB/SH WR 1/ W. 112 ' -11/1 1 31112' 3' W.C. w.c. 11 " FRAMING 1 TU ALL SUPPLY PIPING •1112" TUB i LAUNDRY . ��112" LA I LAV Unless otherwise noted, all new structural framing material shall meet or exceed the Base Design Values for Douglas Fir-South Stud grade, as specified in Table 4A of the W.F.C.M. SI L TO BE COPPER. I „/2" SILL Supplement. Framing elements shall be sized in accord with W.F.C.M. prescriptions for the required framing conditions or the framing schedule which is provided for convenience. LAUNDRY BATHROOM cocK W.C. 2� 1112° COCK CLEANOUT For compliance with W.F.C.M. load resistance requirements, the following framing requirements shall be met, in addition to other construction requirements as may be set forth in / 75 GA. HWH SINK these documents or in the W.F.C.M: SILL 1�" SHR / Double top plates provided at the top of all load-bearing walls, overlapping at comers and intersections with other load-bearing walls, or reinforced per W.F.C.M. COCK T& P VALVE TO WSHR FLOOR DRAIN. s" ALL WASTE AND VENT Bracing, bridging, and collar ties installed according to the provisions of W.F.C.M. SINK Studs continuous between horizontal supports. PIPING TO BE CAST IRON. Where notches and/or holes exceed the limits set by the W.F.C.M, adequate remedial measures taken. All code-required clips, straps and foundation anchoring installed as prescribed, in order to develop full resistance to the prescribed load conditions. CLEANOUT Dangerous existing framing conditions must be corrected such that applicable current code requirements are met. Joists, headers, rafters, beams, trusses, and girders supported on adequate bearing and otherwise sized and configured to adequately resist the prescribed load conditions. Floor, wall and roof openings, and wall corners constructed in accordance with the provisions of W.F.C.M. prescriptive design. 6" CLAY TILE UNDER FOUNDATION. TIE INTO SEPTIC SYSTEM. DESIGN LOADS LOAD TYPE CATEGORY REFERENCES Live See Building Loads table, this sheet Section 1607, Building Code of NYS. 1 SUPPLY WATER RISER DIGRAM 2 SANITARY RISER DIAGRAM Dead See Building Loads table, this sheet. Section 1606, Building Code of NYS. Snow 45 psf Section 1608, Building Code of NYS Seismic Category B Table R301.2(2), USGS Open-File Report 01-437 NEW WINDOW & EXTERIOR DOOR SCHEDULE Nailing Schedule Wind 100 mph (Fastest Mile Windspeed) Figure R301.2(4), Table R301.2.1.3 A B c D E WINDOW SPECS: Al -TEMPERED r; Joint Descrition Number of Nails Nail Spacing Ilu Exposure Category Co R301.2.1.4 ® - PELLA ARCHITECT SERIES Rafter to Top Plate (Toe-nailed) 6-8d per rafter -2" HISTORICAL SILLS Ceiling Joist to Top Plate (Toe-nailed) 6-8d per joist , - 3112" FLAT EXT. CASINGS Ceiling Joist to Parallel Rafter(Face-nailed) 8-16d each lap - OIL RUBBED BRONZE HDW Ceiling Joist Laps over Partitions (Face-nailed) 8-16d each lap PROTECTION AT OPENINGS Collar Tie to Rafter(Face-nailed) 8-8d per tie of°r - BRONZE SCREENS _ _ To,�N of sourNoLo Wood structural panelsconformin to Section 1609.1.4, Exception 1 of the Building Code of NYS shall be provided b contractor � Blocking to Rafter(Toe-nailed) 3-8d each end - RIGID COPPER SILL PANS p g p 9 P Y UNDER ALL WNDWS & DRS Rim Board to Rafter(End-nailed) 3-16d each end To Plate to Top Plate (Face-nailed - unless other adequate protection is provided. P ) 3-16d per foot Top Plates at Intersections (Face-nailed) 6-16d joist- each side DRAWING ISSUE NAILING AND ENGINEERED CONNECTORS 101 102,104 103,105 005, 006, 007 Sud to Sud (Faced-nailed) 3-16d 24" O.C. NO. DATE ISSUE FOR Header to Header (Face-nailed) 2-16d 16" o.c. along edges 1 PERMIT/BID Sheathing shall be fastened to framing in accordance with the provided nailing schedule. ` IT Top or Bottom Plate to Stud (End-nailed) 3-16d per 2x4 stud 11 77 III Any framing connection that is not made with an engineered connector shall be nailed in accordance with the provided nailing schedule. fin ` ' ` 5-16d per 2x6 stud 6-16d per 2x8 stud All engineered connectors specifications shall meet or exceed the load resisting requirements of the W.F.C.M. for properly installed connections. Bottom Plate to Floor joist Band joist End joist or Blocking (Face-nailed) 3-16d (1,2) per foot Uplift connections shall be installed in accordance with manufacturers recommendations, at each required location. Joist to Sill, Top Plate or Grider (Toe-Nailed) 6-8d per joist Holddowns shall be installed at all specified locations in accordance with manufacturers recommendations. , Bridging to Joist (Toe-nailed) 3-8d each end_ Blocking to Joist (Toe-nailed) 3-8d each end _ MEANS OF EGRESS Ll Blocking to Sill or Top Plate (Toe-nailed) 5-16d each block ADA LOW PROFILE SILL ADA LOW PROFILE SILL ADA LOW Ledger Strip to Beam (Face-nailed) 5-16d each joist See Floor Plans, Sheet A101 for locations of required egress openings. PROFILE SILL Joist on Ledger to Beam (Toe-nailed)_ 5-8d per joist DRAWING REVISIONS Band Joist to Joist (End-nailed) 5-16d per joist No. DATE ISSUE FOR WINDOW SCHEDULE Band Joist to Sill or Top Plate (Toe-nailed) 3-16d(1) per foot Nailing requirements based on wall sheathing nailed with 8d common nails 4" on-center at the panel edge. FIRE PROTECTION Mark Rough Opening Type Frame Glazing Manuf. Catalog # Remarks In accordance with Section R317.1.1 and AJ (W X H) BUILDING LOADS 102.3 of the Residential Code of NYS, smoke alarms shall be installed at the following locations: SNOW LOAD(S) 45 Section 1608, Building Code of NYS - In each sleeping room. A/Al 3'-5 3/4"x 4'-9 3/4" DOUBLE HUNG PRIMED INSULATED PELLA 4157 LIVE LOAD- ROOF(Lr) 20 Section 1607.11, Building Code of NYS(No reductions applied) - Outside each separate sleeping area in the immediate vicinity of the bedrooms. B V-9 3/4"x 2'-2 7/8" FIXED TRANSOM 2125 LIVE LOAD- FIRST FLOOR(1-1) 40 Table 1607.1, Building Code of NYS - On each additional story, including basement or cellar, but not in crawl spaces or uninhabitable attics. C 2'-5 314"x 6-113/4" DOUBLE HUNG 2971 DEAD LOAD- ROOF(Dr) 20 FRAMING +SHEATHING +CLADDING +INSULATION+CEILING In addition, one carbon monoxide detector shall be installed on each floor level where sleeping quarters are located. DRAWN BY CHECKED D 4'-11 3/4"x 5-113/4" FIXED CASEMENT 5971T DEAD LOAD- FIRST FLOOR(D1) 20 FRAMING +SUBFLOOR+FLOOR+WALLS APPROVED PROJECT# 60165 Where internal wall and ceiling exposure permits access, all alarms shall be hard wired and smoke alarms interconnected. E 4'-113/4"x 2-113/4" 1 FIXED CASEMENT CUSTOM In other areas where required, battery powered alarms shall be provided. BD DESIGN GROUP EXTERIOR DOOR SCHEDULE LIGHT AND VENT SCHEDULE THE GLOAMING,FISHERS ISLAND,N.Y. 06390 ENERGY CALCULATIONS 005 MATCH EXIST'G OVERHEAD SECTIONAL PRIMED INSULATED Light and Vent Data Code Required Plan Provided P:631 .788.5648•F:203.788.5647 Natural Mechanical Natural Mechanical 102 GREENWICH AVE.2ND FL.GREENWICH,CT 06830 T'G OVERHEAD SECTIONAL Description Area(SF) - - --- P:203.983.6os3•F:203.983.6084 006 MATCH EXIS Floor Room Descri Glass Vent CFM S CFM E Glass Vent CFM S ; CFM E www.bddesigngroup.com Calculations shall be provided utilizing an approach based on performance of the total building envelope, 007 MATCH EXIST,G OVERHEAD SECTIONAL 1ST FLOOR 101 KITCHEN/DINING 457 as set forth in the Energy Conservation Construction Code of New York State. All newly constructed elements, components, 51 25.5 106.5 61 RI EG EL and systems shall be constructed accordingly. Contractor shall attempt to remediate existing condiitions to the extent practible in 102 LIVING 184 - W RESIDENCE p necessary p " " 105 BEDROOM 1 123 10 5 - ! 18.5 101 5-0 x 6-101/2 IN-SWING FRENCH DOOR PELLA 6082 _ ( 1.03 I ENTRY I 32 � 2.5 1.25 ( � _10.5 the normal course of construction. Contractor shall retain and provide information necessa to vers compliance in accordance FISHERS ISLAND, NY 102 VERIFY IN-SWING FRENCH DOOR 6082 W/SIDE LIGHT 1881 _ I _.- I . _ I __ .- �—' `j . . 7 with Section N1101.2.4 of the Residential Code. 103 3'-0"x 6-101/2" IN-SWING FRENCH DOOR 3682 i 106 i PBATH - i 47 i 4 2 i 50 20 °__.._.-- .o ._ _ I 50 ^ate J LIGHT, VENTILATION AND HEATING 104 VERIFY IN-SWING FRENCH DOOR 6082 W/SIDE LIGHT 1$$1 107 HALL 48 4 2 8.8 6 ( �.� o ;X DESIGN CRITERIA 109 MASTER BEDROOM 221 18 9 46.5 31 �+' � 105 T-0"x 6-101/2" IN-SWING FRENCH DOOR 3682 1 110 I MASTER BATHROOM 1 104 ' 8 4 1 50 20 I 8.8 6 1 �� �7„ ri 0, W Lighting and Ventilation data shown on this sheet. HVAC specifications are documented in an accompanying REScheck compliance report. A100ol AS NOTED (P yo a N 1. The contractor shall furnish and install all items 25-12 unless otherwise noted. 28-1 -3 2. The contractor shall verify all dimensions and job 26-9conditions. All discrepancies shall be brought to the S 8 5` 15 3 0"W 26-4 attention of the architect. The contractor shall be 27--M 27--M solely responsible for visiting the job site and 122.46' 26-,0 26-8 � '"`y "` - �WV-r"- ��..�_ ...,�.,�• obtaining all correct information for the completion of 28-5 p� the contract. 27-2 r-, .f i IF k m. a. All dimensions locating exterior walls are to \ 26-11 28-8 27-4 27-,A 26-,2A outside face of sheathing unless noted foo & ' otherwise. oo°` �°' v b. Dimensions locating interior walls are to finished �'� �' 27-,9 wall surfaces or centerlines of finished openings �' 28-12 '°-` unless noted otherwise. I 27-5 ` .- 3. In the event that certain details of the construction 28-' E F are not fully shown or noted on the drawings or 27-6 27-e „ called for in the specifications, their construction 30-5 r z6-e shall be of the same size and character as for similar 27-7 29-' ' ' i conditions which are shown or noted. EXISTING 28-8 , POOL COTTAGE N z6-,6 z9-" 4. The contractor agrees to assume sole and complete responsibility for jol'o site conditions during the course . i of construction of this project, including safety of all LOCATION MAP SCALE 1 "=400' - " persons and property. This requirement shall apply o, o, FD ' continuously and shall not be limited to normal V" working hours. The contractor further agrees to POOL defend, indemnify and hold design professional harmless - from all liability, real or alleged, in o connection with the performance of work on this f%� oh project, excepting liability arising from the sole � negligence of the design professional. 5. The architect preparing these plans will not be responsible for, or liable for, unauthorized changes --:_7 17� to or use of these plans. All changes to the plans POOL ,�- ` , F-A IF --� --- , ---- r--7 6 7 must be in writing and must be approved by the EQUIP. preparer of these plans. 6. Only working drawings stamped "Issued for Construction" are, permitted to be used for , construction of this project. All other drawings are obsolete and are not permitted on the job site. Contractors using incorrect drawings are solely _- responsible for all work not performed in accordance • with the drawings issued for construction. - " S�2 5� - o n st ru cte d R e s i d ence on Existing F©undat on 7. Manufacturers rnstallatron rnstructlons for allNewly products shall be kept on site by the contractor for use by the owner. o 8. Contractor shall provide all tools, materials, labor EXISTING HOUSE TO BE REMOVED IN ITS ENTIRETY o and equipment necessary to provide a complete __.. EXCEPT FOR THAT PORTION OF,THE FOUNDATION installation of the work described in these drawings. UNDERNEATH FOOTPRINT OF NEW RESIDENCE. 9. Drawings are not to be scaled in the field. Written BRICK WALLS _- � dimensions take priority. 17 n TO REMAIN -- ------ ' es. 10. General contractor and all sub-Contractors shall be i EXISTING RESIDENCE Ce: K i familiar with all drawings for project. Information for `i�_____ z___ all trades appears on sheets. - ' PROPOSED PORCH I 11. BD Design Group shall retain all copyrights, and all ' Fishers statutory and common law rights with regard to these EXISTING ` -__Y plans and the building design depicted in therein. PARKING ; 1 r_____________ ; ; COURT r-----4 Any reproduction, change or assignment to a third party shall not occur without first obtaining the consent of BD Desiign Group. l- PROPOSED ONE-S LLORY FRAME 12. Owner-provided items (installed by contractor) ares===--=' RESIDENCE ON EXI5 ING FOUNDATION the following: i a. Bath accessories DRIVEWAY Sam Fitzgerald Architect, PC b. Decorative light fixtures not listed in Electrical ri Notes. PROPOSED REVISEDIPORCH E DIRECTORY GENERAL SCOPE - g �� - � PROJECT D I R CTOR OF WORK E.`P�tnam Ave.,#234 c. Items from existing house to be salvaged for ( G " �e`^r��wich,CT 06830 re-use. 1 8 2 3808 2013 1. Demolish entire existing house except for that portion of existing inf @sam trgeraldarct,kects.com MATERIAL ALLOWANCES OWNER: ARCHITECT: foundation indicated on drawings. Parking court and all free-standing brick % walls on site to remain. PI DG.DEPT. Mr. & Mrs. Richard E. Riegel Jr Sam Fitzgerald Architect, PC T,,,,, a. Kitchen appliances: $15,000 t P.O. Box 250 15 E. Putnam Avenue, #234 2. Build new one-story frame house on portion of existing foundation that --- b. Kitchen cabinets: $20,000 Montchanin, DE 19710 Greenwich, CT 06830 is to remain. DRAWING REVISIONS c. Master Bath vanity: $5,000 (860) 287-3808 3. All demolition debris removed from site.Fill excavated areas with clean d. Master Bath tub apron: $500 ; fill'and smooth to natural grade. 1 6/01/2012 PERMIT AMENDMENT e. Hall Bath vanity: $2,500 1 4. New septic system. f. Laundry Room cabinetry: $3,500 NEW SEPTIC Tile: $10/s.f. �, GENERAL g SHEET INDEX - CONTRACTOR: A100 TITLE SHEET-SITE PLAN;PROJECT INFO BD Remodeling & Restoration PROPOSED SITE PLAN CONSTRUCTION (NOTES � o ,� D101 SITE DEMOLITION PLAN; 0 o The Gloaming, Box 447 1 DRAWING ISSUE O' ,O A101 PROPOSED BASEMENT&FIRST FLOOR PLANS Framing h Fishers Island, NY 06390 1 3/02/2010 PERMIT 1. All newt framed exterior walls to be 2x6's 16" o.c. _ ; hof Contact: A201 EXTERIOR ELEVATIONS y @ ' �� 2 6/01/2012 PERMITAMENDMENT 2. All newly framed interior walls to be 2x4's @ 16" O.C. `� (631) 788-7919 A301 BUILDING SECTIONS&DETAILS unless noted otherwise. _ S101 FRAMING PLANS 3. See framing plans for floor joist and roof rafter sizes, ME101 ELECTRICAL PLANS;MECH.&ELEC.BID NOTES orientation and spacing. 9g.' I 4. Provide double sole plates, typical for all partitions. /V�2. 9 �s — RENOVATION /ADDITION TO Insulation 1. Batt insulation per 1plan around perimeter of house. R 2. Sound batt insulation in all interior partitions and .q RIEGEL RESIDENCE between floors. FISHERS ISLAND EO RRC 1 hereby certify that lY, j 'rP d under my direction and to the best Flashing of my knowledge ' i��c f9rm trd licable Building Codes and Ordinances. Sheet Title 1. All flashing to be lead-coated copper. 2. Closed valleys. ` ' . SITE PLAN 3. Provide lead-coated copper drip caps on tops of all 7.� :t p window casings. SITE PLAN _ q 2911q � Date _ 4(2 Date 6/01/2012 .o Project Samuel W. Fitz eraId, OF N 60165 ALA SCALE:1"=30' g New York Architect's License No.029399-1 Scale AS NOTED o 0 66, G2 6� s 6R 66, 6� 6� DEMOLITION NOTES 1. Entire existing house above foundation to be NEW STEPS UP FROM — — — — — — — - removed. PARKING COURT. 111BLUESTONE TR , I I ^' 2. Existing foundation to be removed except where BRICK RI N °° EXISTING METAL AIRS, I 11 11 cp indicated. �� CR DUMBWAITER& NETE III I W-0" LANDING TE BE E CRED r- — — — — — _ tI I I 3. That portion of the existing foundation to remain is to F- 11 I—° X11- - — — — be gutted of all framing, finishes, plumbing, electrical 1 I I I- - -1r =-- � U �-�� L°i I IF — — —11 I LU I�I x II�C_] I and mechanical work, and otherwise prepped for I 1 new construction as indicated in drawings. Only ; ,� � rl II I I REMOVE P RTION —� — —J .JL — Irl T I ► existing masonry and concrete shell to remain unless OF EXISTIN BRICK LSI'_ I���- —II �rimi� '-1 L — — — 1 noted otherwise on plan. EXCEPTION: contractor to WALL FOR N STAIR I L- J- J` II — /I II,� �F-- jt _'Juuj r — — — — :1J confer with architect and owner in field to see if we FOUNDATION FOUNDATION TO _ 1 TO REMAIN BE REMOVED (- — — — _____ _ = J I I I �I want to keep existing floor drain location. '� _ _ I �1 (I-' NEW ONE-STORY FRAME �4LL BRICK PARKING COURT, I _ ——__= s Z J i I L III 4. All brick parking court walls, retaining walls and �" RESIDENCE BUILT ON TOP X. �'�(� RDEN AND RETAININGS I =_--IL J I I I garden walls to remain and protected as necessary OF EXISTING FOUNDATION � � -'— during construction. WALL REMAIN U.N.O. i 10'-8" L — — — �� g NE EPS UP FROM PARKING / 5. Remove all demolition debris and residue from site. ,-' COURT. UESTONE TREADS, I - -----------------, Do not bury. J BRICK RIS S _-------------------, I 6. Asbestos to be removed throughout entire existing -------- c. -' ; 80 ; 0 house prior to demolition and according to state ' 2 3,-0„ ; so t ordinance. ' REM VE PORTION (� �-_,� 7. Existing septic system on adjacent lot to become ' NEW BRICK GARDEN �D OF E ISTING BR obsolete. Pump tank, crush,then bury. �� WALL ON T OF EXI G + i WALL NE STAI Si % ' + EXISTING UPPER DRIVEWAY �______, 8. Remove all buried fuel tanks. ; OUNDATION EXISTING UPPER DRIVEWAY 9. Salvage the following from the existing house for ; owner use: railing on circular stair; folding, LOWER NEW STEMS DOWN TO i decoratively painted screen at living room doorway. GARDEN LOWER G RDEN.BLUESTONE Other items of salvage value to the contractor shall �o TREADS 1O`H BRICK RISERS be expeditiously transported from the site after their removal from the house. 10. Demolition shall be performed in a safe, orderly i Sam Fitzgerald Architect, PC fashion. Adequately shore remaining, existing - 78 + structure during demolition. 78 11. Contractor to notify architect of any discrepancies ` 15 E. Putnam Ave.,#234 between drawings and existing conditions before NE EPTIC SYSTEM.SEEGreenwich,CT 06830 860.287.3808 ` CME NGINEERING'S DESIGN ` continuing. `� info@samfitzgeraidarchitects.com 80 , 80 DRAWING INCLUDED WITH 12. Great care should be taken to protect all existing THE BID DRAWINGS �\ �o .\ trees around construction area. 13. Existing electrical service to remain. New panel. l �\ DRAWING REVISIONS i 1 6/01/2012 PERMITAMENDMENT SITE PLAN LEGEND EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED DRAWING ISSUE 1 6/01/2012 PERMITAMENDMENT FOOTPRINT OF NEW CONSTRUCTION `, ABOVE EXISTING FOUNDATION 78 � '} EXISTING CONTOURS TO REMAIN NEW CONTOURS % / RENOVATION/ADDITION TO AREA OF NEW FILL RIEGEL RESIDENCE FISHERS ISLAND i �VD ARC// Sheet Title SIAM F T� I �rz 0,A SITE DEMO PLAN Date 3/01/2012 SITE DEMIOLITION PLAN ,� PROPOSED SITE PLAN s� No 2 y�P Project 60165Diu Ar in SCALE:1/16"=1'-0" SCALE:1/16"=1'-0" sale AS NOTED I I I I 23'-2 3/4"V.I.F. 10'-8" I I I - I EQUAL I WINDOW EQUAL SALVAGE SINK FROM EXISTING HOUSE. I I LOCATION TO BE DETERMINED —�L� O O O A - - - - - - _ 4 I ALIGN FOMATM O WATER C QE�� ooR N R OS I. n. I o 6 : . :I. 4 14m X4M�– GARDEN ROOM I 001 M a I I PEG BOARDS FOR YARD TOOLS, I N IR WHEELBARROW,BIN FOR SOIL, — OUTDOOR GARDEN EQUIPMENT,ETC. STORAGE I 4. i WINDOW ( / 002 I d :° I DOWEL INTO EXISTING I / _ FOUNDATION W/#5 BARS 12"LONG,12"O.C.,TYP. I j j I I LIVING/DINING ! w LL DRY STORAGE I 101 I j ------ > ZE II ( KITCHEN 6 II \ / 6 I ! _ 102 '-------- M I 6 ,301 II I i £ FD A301 O•' 6 I I I I I A301 I — '� — A301 I ( EXIST'G FNDTN I EXIST'G FNDTN \ j j �WINDOW TO REMAIN I TO BE REMOVED I \ r-------- ' I I II II I ---------- 101, " I I I ! I \ WINDOW I � Q I I I \ ; � -----------� I I I \\ ; v EXISTING GARAGE "' w M ; I r-----T__`--------------r------------- 003 I I ALIG\ I II —_----- J\ ri I EXISTING PARKING I °.�. I N N CLOSET r ,_ COURT TO REMAIN 18" _ Q 111 ENTRY g II I. I w ! 103 I LAUNDRY ROOM a NT RY PORCH I j 604 = - - ( I I AL II 0 104 I I I I I I 'WINDOW ATTIC --- -----------J :. .• : •.. .: :..= ._ . I ACCESS — 7'-4 3/4" 3'-4 1/4" I ---- ONE PAVE S I BEDROOM 1 B ! HALL wc� 105 106 I --� 10"DIA.W 0 '..U�IEXCAVATlZD.'. ; ::.•:( I FLOAT II I (: I 5'-11/4 I m¢ DRYER I I 3 1/2" j 36 3/4 CU UMN SCAN I I :1. a l 1/2 N WASHER 1 1/4" II UP j BATHROOM _ I --- ------ ------- :: :.: : :- . .'`- ::•= 'L ° I NEW BLUESTONE PORCH ABOVE. 110 Cl) 2'- (` I 1 1/2"TH.BLUESTONE PAVERS OVER ----- --- - I- SETTING BED OVER 4"REINFORCED Q o i OPEN i J I CONCRETE SLAB OVER 5"GRAVEL BED o STORAGE , — ------� i i N W; TAIR HAL :.. W ---- II UNDER I I 5 I I STAIRS I I 005 5 "j — I —I o rCV) — — J _ A301 I I ::I I 5 T TUB I a --I--- --- - w 5 A301 A301 WINDOW I I Zt ' A301 i 10'-9 3/4" ! L —J DN (: ---- L -- --- 0 FOUNDATI L ...J. I " I ice, I :14R AS NECESSARY TO I 8TH.CONC.FNDTN WALL WITH#4 BARS NEW MECH. ROOM x 8"CONT.CONIC. ACCOMMODATE NEW FOOTING WITOH 2x4M. "KEYWAY AND#4 BARS F0061 STAIR .. S 4 4 d I EACH SIDE. 4 I A301 EXPOSED BRICK A301 _ ; + i A301 HVAC EQUIPMENT I IN THIS ROOM. 3'-0" CONTRACTOR TO ° BEDROOM 2 Sam Fitzgerald Architect, PC VERIFY EQUIPMENT AND LAYOUT _ I 109 N DN I J - _ dl WINDOW 15 E. Putnam Ave.,#234 I RS w Greenwich, CT 06830 O EXIST'G CRAWL SPACE = :: I 860.287.3808 info@samfitzgeraldarchitects.com H DOWEL INTO EXISTING z a 007 I. FOUNDATION#5 BARS 12"LONG,12"O.C.,TYP. -------- ------------- I o� d 4 4 ¢ --- 4- --� —$' "— — DRAWING REVISIONS 1 6/01/2012 PERMITAMENDMENT EQUAL EQUAL ,. DOOR Z 18'-2"V.I.F. INFILL'EXISTING•CRAWLSPACE;FOf1NDA' ION'.:.-. EXISTING CONSTRUCTION TO REMAIN 1NALLS T0'REMAIN AN_D SERVE AS RETAINING NEW BRICK ON TOP OF EXISTING DRAWING ISSUE • • - - ALL.S FOR GARDEN­ NEW. "' ..: .-.: FOUNDATION.MATCH ELEVATION OF 1 3/02/2010 �4 TOP PORTION OF EXISTING BRICK WALL PERMIT OPPOSITE WALL. BLUESTONE CAP TO BE REMOVED AS NECESSARY TO TO MATCH EXISTING 2 6/01/2012 PERMITAMENDMENT ACCOMMODATE NEW FLOOR FRAMING ExlsrwG FOUNDATION WALLS.REPAIR = ——— BRICK AS REQUIRED.NEW BLUESTONE EXISTING CONSTRUCTION TO BE REMOVED CAPS To MATCH EXISTING. NEW FRAME CONSTRUCTION NEW STAIRS.BLUESTONE TREADS, — BRICK RISERS RENOVATION/ADDITION TO : . NEW POURED CONCRETE CONSTRUCTION DN NEW BRICK CONSTRUCTION RIEGEL RESIDENCE FISHERS ISLAND �Q M RCy/� Sheet Title \� co' PROPOSED FLOOR PLANS PROPOSED BASEMENT PLAN PROPOSED FIRST FLOOR PLAN '3� 4 2 SCALE:1/4"=1'-0" REVISIONS TO THE SCOPE OF WORKf 1 Date SCALE:1/4"=1'-0" `� 6/01/2012 AS ORIGINALLY DESCRIBED ON PERMIT s �o. 3 9 Q� Project y� 60165 DRAWINGS DATED 3/2/10 Scale AS NOTED 12 - , �' tI I �,, 12 _, T., . : I' Wiz__.- ; ,, .1'„ . . „- L _ I ,1 -1 7 71— 12 1Flir _ _ j' , r _ _ I i �i. .1_i II'. 16%201 11 l a .a J. -1, I 1 1 Ii a, I I .I .- , i, 1 I_, -FI- s_ i - _a _ ,. ,}a 1,,_-I _1,-1-a: A,:,4'I -.L,-1;:L'I ,',_-T-.1,=,-., I I R i 1 z, r, r I- 1'_ I J r _, : L 1- i �, • TI PLATE r' j I i �` I 1 . � 1 I I I s , I 1 - �� ,i �1- I ,.J I � I 1 II I - 1 -I : _ il. i -L_L 1_ T� :1; ,� ,��, i , i;i I I , , li` 1 L L; L I- , " - - I' B �� ill ELEV.8-7 I, I I . . J1. µr i YT i. , I I L . -.1 I I` _I i L. T/PLATE M T 1 i S R BEDROOM I @ 1 I�. i � - iI — — — T - 7 — `r -- - &LIVING - , GROOM r , I r. I � 1 1 : I I i II `1 h I T I I *r I I I �I I I I I I "i UL 11 . �C �'I I 'I _ �i I- I I I T� i I may, rt _ _ �;"_ — — — — LTIPPM — I — I 1 r i" 1 `J1 ELEV.T-9" T ,' -L� ,1 L �- '-,L -' � — _ — L ,1 - 1 i, moi- I _ .l.i I T - _I_ I L1.1 - ! i i I j - - illi Ll-: _i-_. I 1_: 1 I i ji r I_i 1 i 1 i 1 I4 T/WINDOW R.O. `r i`l -,'. r' I : 1i, sill: I I-1_ , r1 L [_ I -' -y1.. L _!-. I ;- . .i 1 1.. = ll i i`, ; I I ;l;i;l. r - i 102 :,I '/ I _t T,- ELEV.6'-10112" -. ,, IE ' I' t L. - 1 "'i '`; 1 ��� _1• -I,-II' 1`' 1_?' �� ,-' r_ `�-i - _ 'I f II 1 2 - -'L 'I I I I' ��❑ I ,'- -l 'I`", -i '1' T� �- r 1 T' I_ i I i- - - i O _ i_ 1 1 - - -- L _ I- , . ,1 L;-1 L- -- L I_: 111 iJ IIt,L 1111,I�' L - � I - - 1 - - ,I 1, 1 _ I,. ,1., _ .rl - .1-,I L .II,,., a,11 _�� L' 1:_i �_,-4�r. _1_�-:_i s� ,-i �_ I- _-L ��� ` \ i a _i1 - '.,�I� ITT. l--i ' I T- l : ' j , : - - I 1'.-TlT_ 1 I , . I ,11 I�1 _ `\\ _ _ _Jt -I ISI rI 1 _ . ' �._ r l_ J] _�E - I -I i -� - L L i- i i— 4" I l 1, I - : -i I E - 1, . : : 11. \ ,+ - _ _ - -L I, ;.i�i I \ -ill 1 11 -1I -1 1 I 1 -�- 1 -17 I I 1 I i I I. i_ L.. i,l i ,, ` r\ I , I II - T/SUB FLOOR �, } T T I i _L_L . 1 _1 _ ..I. _ _ ,. Li_.i i I L, r - - - - - - L ELEV.O'-0" C D Lu r. C EXISTING BRICK C1I / I 2 ..-._....-....---- A302 2 .-......... :........-... W ............ .-...... - A302 - — — — _ k T/SLAB @GARAGE _ — — — > / ELEV.V.I.F. MCALE TH ELEVATION (�)_ N �...... / ORTH ELEVATION (�)_ 1/4"=1'-0" SCALE:1/4"=1'-0" EXTERIOR MATERIAL SCHEDULE — — nom. .., . zY-I-.-,+ -� - -- , SIDEWALLS shingles, &R s, exposure, oven 1,_:,l-t_, I, �,, ,;,-_ .,. ;,! _1-1- ,a__ T =-lx-,-.,-,,, i ,1_ . , 1 , .I �� :'+-_: - . 1, _I -, a_ i I,1 - ,L t,' --;,, , }_+11,, I L-�,_J-1,-+.I -1.-., -,, ---�:-�, - - t r w 4 , comers. Shingles left natural. �1 1� _-, I Lt 1, , , I -i-,_ i ,I , i, , ,, I -I I :, i -1;1=' tI .1 - ! 1- _ _ L I .!_, r��t, -I --- - -- --- ,,,- L I -+- 1 + 1- I'I�- I -I 4 „ ,- �i 1;J, �1 ,I �; 4,1, ROOFING Alaskan yellow cedar, 18"taper-sawn 5/8" butts 5" exposure 'i' '� `I I - „ YP „ I = r �, i" I I I r If o n ��, ,1 J 1 ,` 1 � U S a -a' u e d o t.. co r I : I ,,;_;_' �.1-1=__-, --,+�_�.�_;-.-�+., 1. -.1-_1�--�-�_.,,.,,,- � -a,l.,i ,.;-. L1<�,_ -i-J_.1.1 i_ ;I_ - - - -1 I 1" 11 i y , _ T 1 111 II t�: ; n ,. , :_ I -TiDOWNSPOUTS round, t r 4 i'_�a is S OUTS 3 ead coated copper ,'I •}-- _ I- -l. 4- -I 4 _ �"I 11 i. I. i' 1- _, , � -�_ , , ,_ 1 'li., I �.._ IP , , I �- - L 3 - I I - J ter"- - i 1 1it_,. T:`i: �; -ilT€RTOR�Ri��, r a6 - „ „ TI PLATE 1 jf I •�--- -.,,-_, 1 a -1—i 'i` - - - - I' I• I' - -, - " ELEV. -7 C 8 SHUTTERS h' Louvered Spanish cedar for paint , 4 ,, I L I i 'I o int w/operable hardware I `I „' T Fa. 1 I , . - I I r TYI -r - -i - - - - - 11' 1 - GARDEN WALL EXTENSION TI PLATE MSTR BEDROOM Brick to match existing. Bluestone ca to match existing _ f I @ _ 9 P 9 I - I _ r -r 1 �I - -I &LIVING ROOM , 1 I - - - PORCH COLUMNS— — _ P C NS - 0 8/10 turned wood Tuscan column — 1 I " I I ' 1 L I 1.' I I I i 1 I. I I I - 1 I I j,' _h IT: 111 1_.L. _1, ,I I ELEV.T-9 _ 1. I r 1 r;,ll' �' - ,.I' - - 4 I ',II 11 r i �r `L� ll FLOWER BOXES By others - ]! , 1 __ ' ] ...4: .i.. - 1_._ L_ tl 1 T - I TI WINDOW R.O. l iI - r II. ' 1 -T r`IT _ i'i " FLASHING Lead coated copper r - 1 �.i 1 ELEV.6-101/2 1 _. ' a L1 __ -,L it :I; - L j 1 ' PP I I CHIMNEY STONE Match stone veneer on pool cottage 4 , _ I I -- - 1-L - - r ri. � -�� 1 - it LIT 7M T Li -- _ _L _L , . 0 �L l.l, 1 0111 1 1 1 i__` I"Tl 1. -i hI 1 I.I. .I I - .-r. ' - 1 - 1 1_ 1 - -- H 1 1 - i Ii L Li.l 1 1 '' �,: r,Ii - I _ i- - I 1 1, M � T I Ll.' _ 1 - 1 I. I , 1 1 11 1-.i_iL-- 1 11- I, .11L I I,i-1 L'—r�It,1 _1 i;: 1 4 ., - -rl T`._i T' '. L r ir,1 , ...., 1 1, is _ i, I i T' 7L_ i , :- L1 _- I __ y �-,� F - ' ' UBFLl I', - I �- �-, -,I' •-� �Ir 1-' 'III. `� ii; �i� ,ii7' i I - I. ..I,- ',I J' X11-'. '__ -r` IY',,:i�;1 I,� l it _ _ i 1 1. 11-�T1-: i _1iJ ,1-,LII T I� i 1_ A A A q q _ _ _ , I , " I-! ELEV.0-0 11 C7 z H NEW BRICK GARDEN WALL LAID ON TOP OF _______J I �' r EOOrJ w I . OO6 007 EXISTING FOUNDATION.MATCH ELEVATION OF OPPOSITE WALL.BLUESTONE CAP TO (1#_ MATCH EXISTING. — T1 SLAB @ GARAGE _ E! 1111 I_ _ _ _ _ _ _ _ Sam Fitzgerald Architect, PC ELEV.V.I.F. I 15 E. Putnam Ave.,#234 Greenwich,CT 06830 860.287.3808 EAST ELEVATION s 5 4 info@samfi�geraldarchitects.com (:2 SCALE:1/4"=1'-0" A301 A301 A301 DRAWING REVISIONS 1 �. % I ,,.I„I 1 .I -{1 +I. 1 �;.L „ i'1- i. '1 � ” 1 1 i 1 6/01/2012 PERMITAMENDMENT :I, I' ' II 1 I I, I, I ! a- .L�,I _>— r1 - ,1-, 4 1 1 '- I. !, _7 II 41'1 I ,ISI I,',I ,1-I, I ,I i� .}I,I i1- li< I�_; IT 'i j iI,, I, 1 � , I j',r-,;1-,,�;. ,I.1,. -1r ,�4 _ _ -Lf. 11.1 I' 1 -I i, - i 1 'I'i 1 ,. .I I- 'j - '.I I. ,I: - I' - . y_1_r- l- 1, I - _ _ 12 ,' It 1 , I I i' , is ,- L. ,'�-;_-_ . 1. .,, I Y 1 11 1, 17 , i, I I L-I , I'' Imo, -L � 1'. 1� , ,'ice L. .. ,k .1' a; I 4 I, I ,I I - , J ,, 1` 1 I' i', I l `i- i I ,'!I , I. 1 II I I 1 �' _ 1 - - �, : - - -- I 'I� � 1 I ?I I '' I'' ' 1' 1 , I , ,� �- :a . - I It 1 1� I,- I I. E F WORK _ , I, rl Y T THE COP O 0 - REVISIONS O S k. LI 7 < iTi-1 }r - - - 1 it r I I _ I � I'�' - i I -t r 7 T/PLATE I C `I I' '1 B : I 11 <i , � 'i' Ir I ,. 1 I N PERMIT 1 'I Il I - DRAWING ISSUE ORIGINALLY DESCRIBED O ELEV. A R G SC SO L li II. . „ I I 1 �� I 'i `r t• I I i 1 I �� F, '- 1 3/02/2010 PERMIT I ,1i� � 1 I I i Ii it I I i I, I - 11- T/PLATE @ MSTR BEDROOM — D 21 - WIN DATE 3 / 0 DRAWINGS / , - _ I 1-T _ _ 1 �I I �I _ - - --- - - 1T I — _ _. r 1 I &LIVING 0 2 6/01/2012 -_ _ _-, . .I. ROM PERMIT AMENDMENT 1 a j_ri, - L_1 I i ELEV.T-9" — I-_ T i- 1 ' L 1 -- L, — T I I'I, , 1 i i I L' '1,i I .i -fill T1 WINDOW R.O. 1,:_ i-'11 , _ 1 -L,�, 1 F ,l.11 ', :,t.` I ti_ ,'l 1, L, 'y1 ! 1 iii 1`I, ',I i ,'I. I1 -I " - - I 1I . 1 iI 1 :-I _ EL EV.EV.6'10112 1ii, `1 i1 : �I I11� 1, y` 1 1 'I� ]l,'Ir� 1_ -,I I l 1 �i - I I >_' I r` L I I 1 I I Pl i 1 1 J-1.i.l L�_ 101 101 1031 Yi ,1L I_ �; i _ _ Lr - , 1 �J` I D11 - ll .�.• � � LLQ i '. L_ _1 �1 . i I I',-, • , I,�-I- I T I 'I T r - T�-I , EXISTING FOUNDATION �li 1. ri I T 1 1 i _iIWL I i r?- E ' .i ?"IT 1�'' 'i _ •I'rL �_ r 1- RENOVATION/ADDITION TO : I �_, . I _ - `1 = - - 1 1- =1-_ _L ii' 1rI ' is -- �, 1 1 i LJ I r� I i I '� -�- ��4 4,. - - 1 � �� r ,1 1-,_ : M j 1 1 L I _J.. I A A i I /� �i, ,1.�,1 1 ! 1 /1 / � - _ - T/SUB FLOOR - >� 1- �, 1,1. �,_ .t _ _ _ RIEGEL RESIDENCE ELEV.O'-0" FISHERS ISLAND o 4 5 ,l�RED AqC Sheet Title A301 A301 A301 �����\�ll A M F� /T`�0 EXTERIOR ELEVATIONS ZZ) 'qg, e,� fm I A '. y t i � Date 6/01/2012 WEST ELEVATION s No 2 Project at 1 - 11_ , " � 02�J3 ya"�� 60165 SCALE-1/4 -1-0Scale AS NOTED _ 41 P Jtltt ROOF CONSTRUCTION LOAD FROM RIDGE TRANSFERRED AROUND WINDOWS.SEE FRAMING ROOF CONSTRUCTION ROOF CONSTRUCTION -ROOFING PER MATERIAL SCHEDULE 12 PLAN SHEET S-101. 12 -ROOFING PER MATERIAL SCHEDULE SHEET A-201 -ROOFING PER MATERIAL SCHEDULE -CEDAR BREATHER 7 7 SHEET BRE SHEET A-201 RIDGE VENT.SEE TYP.DETAILTHIS -3/4"CDX PLYWOOD -CEDAR BREATHER -CEDAR BREATHER SHEET -ICE&WATER SHIELD 36"UP FROM EAVE -314 CDX PLYWOOD -3/4"CDX PLYWOOD --- -30L6.FELT -ICE&WATER SHIELD 36"UP FROM EAVE -ICE&WATER SHIELD 36"UP FROM EAVE-ROOF FRAMING PER S-101 WITH R-38 -30LB.FELT -30LB.FELT LOAD FROM RIDGE TRANSFERRED ( I iI I -ROOF FRAMING PER S-101 BATT INSULATION -ROOF FRAMING PER S-101 WITH R-38 AROUND WINDOWS.SEE FRAMING -CEILING FINISH PER SCHED. I I I ( BATT INSULATION PLAN SHEET S-101. SHEET A-601 I 1 I I -CEILING FINISH PER SCHED. —� -- L SHEET A-001 _ 12 - - -- --- FLAT PORCH ROOF I 7 FRAMING TI PLATE I - " T/PLATE AT M - -- -- ELEV.8-6 - _ sTR.BED. I I I I � MASTER - I ELEV.8-0 -- -- — CEILING CONSTRUCTION ' " _ _ _ T/WINDOW R.O. TYPICAL ELEV.6'-101/2" j TYPICAL I � �- WITH R-38 BATT INSULATION HALL -. - WALL CONSTRUCTION I TIE FLAT P R CEILING FINISH PER SCHEDULE �_ I 0 CH A-601 FLOOR CONSTRUCTION ROOF INTO GABLE I -EXTERIOR CLADDING PER MAIL I ❑❑❑ ( I I I �I� (; II TYPICAL UNDER EAVE -FINISH FLOOR PER SCHEDULE fi SCHEDULE SHEET A-201 SHEET A-601 -HOUSE WRAP I FLOOR CONSTRUCTION - -314"CDX PLYWOOD 3/4"CDX PYLWOOD SHEATHING, TAIR HALL GLUED&SCREWED I I . ' . -2 x 6's @ 16"O.C.WITH R-19 -FINISH FLOOR PER SCHEDULE -FLOOR FRAMING PER SHT S-101, 1 BATT INSULATION II -- --- � -- ❑❑❑---- - - II -SHEETA-601 MASTER BATHR OOWITH R-38 BATT INSULATION 5/8"TYPE DRYWALL SHEET A-601. FLOOR IR STT S-101,-WALL FINISH PER SCHEDULE 3/4 CDX PYLWOOD SHEATHING, M BLUESTONE PAVERS GLUED&SCREWED NG 5/8"TYPEXDRYWALL 4"CONC.SLAB I IWITH R3BATT INSULATIONOVER SETTING BED OVER T1 Su j B FLOOR LU b i- t l i f l CONTRACTOR TO VERIFY CONTRACTOR TO VERIFY BEARING DETAIL IN FIELD I BEARING DETAIL IN FIELD CONTRACTOR TO VERIFY AFTER DEMOLITION AFTER DEMOLITION BEARING DETAIL.IN FIELD CRAWLSFACE AFTER DEMOLITION GARAGE GARAGE NEW MECH. RM. NEW FOUNDATION WALL; SEE DETAILTHIS SHEET. TIE-IN NEW SLAB TO EXISTING. VERIFY EXTENT OF WORK IN FIELD AFTER DEMO. T/SLAB @ GARAGE ELEV.V.I.F. - - 6 BUILDING SECTION BUILDING SECTION SCALE:3/8=1'-0" (4) SCALE:3/8=1'-0" BUILDING SECTION 1 1"AIRSPACE,TYPICAL REVISIONS TO THE SCOPE OF WORK AS ORIGINALLY DESCRIBED ON PERMIT DRAWINGS DATED 3/2/10 T/SUB-FLOOR ELEV.0'-0" •I II BRICK VENEER,CUT THIN.BLOCK OUT Sam Fitzgerald Architect, PC I 1"SHELF IN CONCRETE POUR. LINE OF GRADE 15 E. Putnam Ave.,#234 �J Greenwich, CT 06830 ® 860.287.3808 III-III-III-III-III-III info@samfitzgeraidarchitects.com Fff_ 1 I IIII-IIIIII-III- Y"DIA.STEEL ANCHOR BOLTS @ 6'1 O.C., IIIIII-I I ( III—III= AND 12"MAX FROM EACH CORNER AND I III III III III III III END OF EACH PIECE OF MUD SILL.7"MIN. DEPTH OF ANCHOR BOLTS INTO CONCRETE. / DRAWING REVISIONS 4,000 PSI CONCRETE FOUNDATION, I I I I I I I 1 EPDM ROOFING 1 6/01/2012 PERMIT AMENDMENT WITH(2)#4 BARS TOP&BOTTOMI I- — — _ — BITUMIN-MODIFIED URETHANE Ili;,l l 1IIIIII=III=III= WATERPROOF COATING _ _ / - I I-III—III_I 3/4"MIN. DIA. RIVER ROCK AROUND � EXPANSION JOINT -=I DRAIN PIPE WITH 18"MIN.COVER. PATCH IN NEW SLAB AS REQ'D. INSTALL FILTER FABRIC BEFORE BACKFILL. 511/16"511/16" -I III—III= MATCH EXISTING IN THICKNESS, _III-I I (=1 PITCH,MATERIAL,FINISH, ETC. I= _ SLOPE TOP OF FOOTING WITH MORTAR. _ T/TYPICAL PLATE_ DRAWING ISSUE 1 I=1 ELEV.+8'-6" 1 3/02/2010 PERMIT T/SLAB,EITHER BASEMENT OR CRAWLSPACE ® ® _ III=) I ELEV.MATCH EXISTING T/PLATE AT LIV'G RM. 2 6/01/2012 PERMIT AMENDMENT x 6FASCIA &MSTR.BEDRM_ CONTINUOUS CONCRETE FOOTINGS 3/4 3/4"x 6"FASCIA " " -�-�•'- — — ELEV.+7'-9" � ) I WITH KEYWAY. PROVIDE(2)#4 BARS, CONT.SOFFIT VENT 3/4"SOFFIT I I ONE ON EACH SIDE OF FOOTING. I=I I 4"PERFORATED DRAINPIPE WITH HOLES 3/4"SOFFIT 21/2"BED MOLD =IIII =I I ® ® I II I ORIENTED DOWN. SLOPE TO DAY LIGHT HEADER PER N + o- FRAMING PLAN —III -III— RENOVATION/ADDITION TO -IIIIII-I I � I-I� -III=III_I I =1 1 f I-I f 0 =III=III-III-IIIIIIIIIIIIIII=III=III-III-III-III-II RIEGEL RESIDENCE 11111 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I=I I=I I=I I=I I=I I= FISHERS ISLAND I I I I I I III III I I B/FINISHED HEADER II�IIIII�IIIII�IIIII��IIII�IIIII�IIIII�IIIII�IIIII�lllll�lllll�lllll�lllll�lllll� - " - Sheet Title ELEV.+7,_0 ABOVE FINIS ED TERRACE SECTIONS & DETAILS \VQ A M FT�C�, Date 3/01/2012 TYPICAL NEW FOUNDATION DETAIL TYPICAL SECTION THROUGH ROOF RAFTERS °i Project 60165 2 SECTION THROUGH TYPICAL PORCH HEADER �.: Scale�' �'`' AS NOTED (4) SCALE:3"=1'-0" SCALE:3"=1'-0" SCALE:3"=1'-0" s No 0293x,9 �;; y0 � I GENERAL NOTES: 1. SILL ANCHOR BOLTS SHALL BE 5/8" DIA. L BOLTS WITH 5" CONCRETE EMBEDMENT. PLACED AT 48" O.C. MAXIMUM UNLESS OTHERWISE NOTED AND NO MORE THEN 12" FROM THE ENDS OF WALLS AND SILL PLATES. SEE SHEARWALL SCHEDULE FOR ADDITONAL ANCHOR BOLT REQUIRMENTS WITHIN THE LIMITS OF SHEARWALLS. 12" DIMENSIONS FOR END SILL ANCHOR BOLTS CAN BE MEASURED FROM THE SHEARWALL HOLDDOWN ANCHORS. 2. ALL CONNECTIONS SPECIFIED ARE MANUFACTURED BY SIMPSON STRONG-TIE AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURE'S WRITTEN SPECIFICATIONS. I I POST DOWN FROM B1 3. SIMPSON H10 OR H2.5A HURICAN CLIPS SHALL BE I ( TO UPPERg—\ POST DOWN FROM B3 TO UPPER H1 I PLACED AT ALL ROOF RAFTERS TO TOP PLATE LOWER CONNECTIONS WITHIN 6 FT. OF ALL BUILDING I I H1 CORNERS. H10, H1 OR H,2.5A CLIPS SHALL BE FROM FROM I I UPPER INSTALLED AT ALLOTHER RAFTERS. ALTERNATE ABOVE ABOVE C1 C1 I I H1 CONNECTIONS SHALL HAVE 450 LB. UPLIFTC1 C1 C1 C1 C1 CAPACITY AND 100 LB. LATERAL CAPACITY Ad -- -- ---�---1__ FOUi -- ----- --- PARRALLE TO WALL. POST DOWN FROM C1 H3- -- - - - ---� - . I b . ----� I - B1 W/ (2) 518" PLATES 4. INSTALL VERTICAL BLOCKING TIGHT BETWEEN � UPPER H1 TO LOWER H1 --- i -- RAFTERS AT SUPPORTING WALLS FOR STABLITY B2 (2) 1 3/4" x 11 718" ML's AND SHEAR TRANSFER. 'FOE NAIL TO WALL TOP - PLATE WITH 3" x 0.131" FRAMING NAILS @ 3" O.C. MAX. WITH (3) NAILS MINIMUM EACH BLOCK. H2 � M B3 (3) 1 314" x 11 718" ML's W W I o � I , 5. DOUBLE WALL PLATE PLY JOINTS SHALL BE LAPPED oz �? �� B4 (4) 1314" x 18" ML's 24 AND NAILED TOGETHER WITH TWO ROWS OF 16D COMMON NAILS @3" O.C. MAX. C1 0 o 0 — ( C1 m co FROM o C o 61 B3 ! ! o H1 (3) 1 314" x 117/8" ML's ABOVE m w O cn I — 6. DIMENSIONAL LUMBER SHALL BE OF NO.2 OR I W � I C1 O BETTER, UNLESS OTHERWISE NOTED. �� ,� cn o ! - POST DOWN FROM °�° J " " w o o H2 (2) 1 314 x 11 7!8 ML's 7. FOOTING AND FOUNDATION WALL CONCRETE SHALL II H2 M j Z5 o o ? 3 H1 H1 B3 TO UPPER H1 , o ,� ACHIEVE 3,000 PSI 28 DAY COMPRESSIVE STRENGTH ,Z w C1 H3 (3) 9112 ML's. INSIDE AND SHALL HAVE 6% AIR ENTRAINMENT WHERE H2 I� - W z �p _ _ C1 o ML CUT DOWN FOR EXPOSED TO WEATHER. I I x W X Z I o Z RAFTER BEARING i f j C1 m N ,' i C1 POST DOWN FROM W H4 (2) 1 314" x 9112" ML's HOLD-DOWN NOTES FROM v FROM r�I ABOVE UPPER H1 TO LOWER H1 o 1. HOLD-DOWN ANCHORS SMALL BE PLACED AT ABOVE - _ - _ - _ i z O , C1 3 2x6s BUILDING CORNERS. A MINIMUM OF A DOUBLE 2X 1 I-- '-- -� -- -- -- �, r � � - - - - - - - C1 � C1 C1 STUD SHALL BE PLACED AT ALL ANCHOR o C1 ,-_ - _-- .-A --.---_-- - _I_ , I LOCATIONS UNLESS NOTES OTHERWISE. 1 1 --# -. - - - C2 (2) 2 X 4'S o B4 Il , L If 0o L � ) 2. HOLD-DOWN STRAPS BETWEEN WOOD POSTS o �i 2'-0^ 13'-6 1/2" 1 ROM o i �`f �` C3 P.T. 4 x 4 INSIDE SHALL BE INSTALLED ACROSS FLOOR FRAMING p ABOVE ` ^ I C3 DECORATIVE COLUMN WITH HALF OF SPECIFIED FASTENERS TO EACH m W H2 I o ------ POST. o u' 1-3It � O ao ATTIC ACCESS UJ W 3. BUILT-UP POST PLIES SHALL BE FASTENED Z o �� i j Q o - TOGETHER W/2 ROWS OF 16D COMMON NAILS @ 6Z o +;- _ �; N H3 C O.C. MIN. LL' li o cn oma- z .- _ ._ . . I LLJ co o 11 - - I - o n n � c N 0 4. INSTALL ANCHOR BOLTS WITH 2 EDGE & 5 END x ¢ h _-_- t ,i w Sam Fitzgerald Architect, PC DISTANCE MINIMUM FROM CONCRETE FACE. N m Cj co 5. PROVIDE HEAVY WASHER & TWO NUTS AT - o C3 1 co X 15 E. Putnam Ave.,#234 I ` 1 w Greenwich, CT 06830 EMBEDDED END OF THREADED ROD ANCHOR � � I ��" # i i -� - -- - - rn Q 860.287.3808 BOLTS. EMBEDMENT LENGTH SHALL BE MEASURED �) I r FROM TOP OF FOUNDATION WALL OR FOOTING TO BEAM � I N _ ... , i info�samfitrgeraldarchitects.com __ ._ - - I — v WASHER. EXTEND ANCHOR BOLTS THROUGH P CKET, - -' - - o FLOOR FRAMING SPACE WITH COUPLER NUT AND PICAL THREADED ROD AS REQUIRED. - p H3 I " _ N DRAWING REVISIONS �, _ ti s -, � o 6. HOLD DOWN IS BY SIMPSON STRONG TIE, MODEL ,� i CANTILEVER B2,,RIDGE x 1 6/01/2012 PERMITAMENDMENT HDU5. FASTENERS TO BE: (30) SDS 1/4" x 2 1/2"- �.---� I - I- �' -': I - -- C" ANCHOR BOLT SHOULD 13E 5/8" DIA, SSTB14. w I a DETERMINE LENGTH IN FIELD. L__-_ _ - ------------- �LLJy i O C2 j of C2 I C3 o: � I t /, _ I U - ----- ------ --- }} DRAWING ISSUE 1 3/02/2010 PERMIT U(L.. 1N- 2 6/01/2012 PERMITAMENDMENT I o B2 1 H3 @J Z i -- - N f � I t- RENOVATION/ADDITION TO X ¢ POST DOWN FROM H4 TO H2 C3 -- --- --— — — I N w -- --- ----- � -- m I � --- ------ ------ -- --—--1 I _.... - ... - .._. � tI RIEGEL RESIDENCE C2 C2 C2 FISHERS ISLAND FROM FROM H4 ABOVE ABOVE Sheet Title I H2 aED AR�y�T FRAMING PLANS POST DOWN FROM ��\�� A M F/�� 62 TO H4 1 a Date 6/01/2012 � p Project 60165 u.,:r t' � � Scale FIRS�114 OOR FRAMING PLAN ROOF FRAMING PLAN s ° ° 9 0�' As NOTED 2 SCALE '-0" SCALE:1/4"=1' i ELECTRICAL BID NOTES ELECTRICAL SYMBOL LEGEND 1. All work and materials shall be in strict accordance $ SWITCH with local building codes. $, DIMMER SWITCH 2. Provide and install all wiring, devices, conduit, $1 3 WAY SWITCH special outlets, light bulbs/lamps, and other material $. 4 WAY SWITCH i ( I as required for a complete, fully-functioning system. ==E) DUPLEX MOUNTING OUTLET.SEE HEIGHTS AND ORIENTATIONS ELEVATIONS FOR - - - r ALM— - 3. Existing service to remain. New panel. Location =:m DUPLEX OUTLET HALF SWITCHED.SEE INTERIOR TBD ELEVATIONS FOR MOUNTING HEIGHTS AND ORIENTATIONS '"1 - - ------- —-- ') 4. Provide and install ground fault circuit interrupter as �42 DUPLEX OUTLET,SEE INTERIOR ELEVATIONS FOR - MOUNTING HEIGHTS AND ORIENTATIONS \ indicated or as required b code. I RCE y DUPLEX OUTLET FULLY SWITCHED.SEE INTERIOR 5. Contractor is responsible for design and installation ELEVATIONS FOR MOUNTING HEIGHTS AND ORIENTATIONS `� t ! '` - ��} P I ! of properly sized and loaded system. DUPLEX OUTLET WITH GROUND FAULT CIRCUIT _ / + -- �5 �CFl INTERRUPTER. w I 3 W - — �-- - _ 6. Typical wall outlets are to be installed in base trim CONCEALED APPLIANCE OUTLET.VERIFY POWER y where applicable. Cover plates should be centeredAPL REQUIREMENTS OF APPLIANCE. between floor and first line of molding above. (pr L 220 APPLIANCE CIRCUIT. =E) 1Pi Coordinate with fincarpenter.finish WATERPROOF EXTERIOR OUTLET. = p P s�" rA "WP _ 7. Install weatherproof equipment and devices as W �-� �.J QUADROPLEX RECEPTACLE OUTLET. - indicated or as required by code. DEDICATED DUPLEX OUTLET. — 'KABLE LITE' LIGHTING 8. Provide electrical connections as required for HVAC )DC SYSTEM BY TECH LIGHTING. ® equipment. Coordinate with HVAC contractor. o FLOOR MOUNTED DUPLEX OUTLET. HUBBEL ROUND WP ii — (12)/HEADS, MODEL NAME: R O COVER S925 POLISHED BRASS NO LAQUER. h 1 9. Owner t0 provide all light fixtures at wall- and FLOOR MOUNTED DUPLEX OUTLET-HALF SWITCHED. K HELLO. (' j ® HUBBEL ROUND COVER S925 POLISHED BRASS NO ceiling-mounted junction boxes. LAQUER. P__ ' 10. Provide smoke and carbon monoxide detectors per FLOOR MOUNTED DUPLEX OUTLET-FULLY SWITCHED. ---- ' '' — O HUBBEL ROUND COVER S925 POLISHED BRASS NO ' 0 \ I �1 j C Code. LAQUER. GARAGE.DOOR 11. All switches to be on dimmers unless those not I � i ® 1 _ WALL MOUNTED DECORATIVE FIXTURE F.B.O.VERIFY 1 OPENER , I �__ \ I� ( i allowed by code or in closets. BOX SIZE AND MOUNTING REQUIREMENTS. j WITH.LIGHT 12. Contractor to provide samples of all fixtures.s. SURFACE MOUNTED EXTERIOR LANTERN. 13. Final location of all electrical fixtures to be CLOCK HANGER RECEPTACLE FOR PICTURE LIGHT VERIFY R ( R determined at walk-through with owner prior t0 LOCATION. DGE _J1 — commencement of work. r ----- -- --- -- ------I / SURFACE MOUNTED CEILING FIXTURE F.B.O.VERIFY - \ l FI 14. Fixtures Contractor t0 provide samples of all BOX SIZE AND MOUNTING REQUIREMENTS. \w. � � p p r _ __ _--_—J fixtures before ordering): ® RECESSED LIGHT 1 1 - — — � @0 RECESSED WATERPROOF FOR SHOWER LOCATION I L — — — — — — _ �A a. Dimmers and on/off switches: Ariadni series by (a) - ---- ------ ceras t (EN .. .. ._,_.._._._ Lutron i O PENDANT L — — b. Recessed wfixtures at wet locations: Begs EXTERIOR WATERPROOF FIXTURE. j 1 i #1224/560 CORNER FIXTURE F.B.O.REQUIRES RACO PARTITION BOX #426.UNLESS OTHERWISE NOTED. \ c. Remote Exhaust Fans: Panasonic FV series in GARAGE.DOOR A i Q� CORNER FIXTURE F.B.O.REQUIRES RACO PARTITION BOX OPENER ' white. Contractor to properly size fans. . #426.UNLESS OTHERWISE NOTED. WITH.LIGHT d. UnderCabinet lighting: Juno Trak 12. >—c STRIP LIGHT-SEE SCHEDULE e. Recessed cans: 4" Juno. Provide covers for � EXHAUST FAN r closets. IN.ATTIC, I Ile EXHAUST GRILL:CEILING MOUNTED WITH REMOTE FAN. ' P VERIFY LOCATION WITH ARCHITECT. GFI. , THERMOSTATIC ENVIRONMENTAL CONTROL DEVICE. HVAC BID NOTES ` j ► 1 [ THERMOSTATIC SENSOR. 1. New oil-fired hydro-air system to serve all habitable SMOKE DETECTOR-HARDWIRED.VERIFY WITH CLIENT 1 FI _ _ R - IF DETECTION SYSTEM IS TO BE TIED INTO SECURITY rooms on the first floor. System to be "design-build" SYSTEM. z_ 14 ! - - - i WASHER; ,• GARAGE.DO R I b contractor. N JACK.WALL MOUNTED/FLOOR MOUNTED.VERIFY OPENER R I R _ f »_I y LOCATION:VIDEO EQUIPMENT REQUIREMENTS. _I i _ 2. New air conditioning to serve all habitable rooms on TELEPHONE JACK,WALL-MOUNTED/FLOOR MOUNTED. WITH.LIGHT _ DRYER - R - R ° , _I the first floor. VERIFY LOCATION. GFI A IIRRJJ t ;% V1/p\ ; v ) �` wP ► 3. Ducts serving first floor to be run in the chase space C CABLE IN WALL J — -------- - \ built into truss joists, and within joist spaces. ,.�,_..--.,.�. .� .1 "71' � DATA 1 R J ,RWPO 4. HVAC equipment can be located in the basement, in QS SMOKE DETECTOR the room labeled "New Mechanical Room" and in the I - - ! attics ace. Contractor is responsiblef P p or installing a n , '� properly sized and loaded system which meets or I exceeds ASHRAE industry standards and which '� — conforms to all local building codes. `���� � 5. Provide for ventilation through roof for cooktop with -- . remote blower. I s s�T�t,Fo I 6. All exhaust fans to have remote blowers. Provide f :0 ATFIXTJRE AT.FIXILRE necessary duct work and connections for new remote blower exhaust fans at bathrooms. Sam Fitzgerald Architect, PC , 7. All air grilles located in wood floors shall be flush mounted, egg crate style by Hall Flooring, Stamford, CT. and of the same species of wood as found in 15 E. Putnam Ave.,#234 POWER AS REQUIRED ° I I � � p FOR MECHANICAL EQUIPMENT. i ' I 1 each respective room. Finish to match wood flooring. Greenwich, CT 06830 COORDINATE WITH HVAC I ` ' ' Grille size to be determined by HVAC contractor. 860.287.3808 CONTRACTOR � , ii CALING.FAN _.^ -�.. _ •_ _.�� I �_ - ___ P Floor registers to be maximum 9" from wall. info@samfitzgeraldarchitects.com - 8. All ceiling-mounted supply registers to be painted g Pp y g steel single deflection registers by E.H. Price Co., \ l model 510D. Size to be determined by HVAC contractor based on air flow requirements of system. DRAWING REVISIONS �M r- 9. Verify all locations, sizes and shapes of returns with 1 6/01/2012 PERMITAMENDMENT - I o- Trv.rn� COJj Architect prior to installation. I , s DRAWING ISSUE BASEMENT ELECTRICAL PLAN _ FIRST FLOOR ELECTRICAL PLAN 1 3/02/2010 PERMITAMENDMENT 2 6/01/2012 PERMITAMENDMENT 2 SCALE:1/4"=1'-0" � SCALE:1/4"=1'-0" RENOVATION/ADDITION TO RIEGEL RESIDENCE FISHERS ISLAND DSheet Tide ELECTRICAL PLANS Date 6/01/2012 0• 02 9 yOQ�- Project 60165 Scale 0 AS NOTED I I`