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Home My WebLink About30929-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEP~RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33337 Rte: 10/20/08 THIS c~RTIFIES that the building NEW DWELLING Location of Property: OFF EAST END RD FISHERS ISLAND (HOUSE NO.) (STREET) (HAMLET) Cottnty Tax Map No. 473889 Section 2 Block 1 Lot 8.1 SuJDdivision Filed Map No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 27, 2005 pursuant to which Building Permit No. 30929-Z dated JANU/LRY 31, 2005 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 ONE FAMILY DWELLING WITH COVERED PORCH, BALCONY, TWO CAR GARAGE UNDER, AND DECK SURROUNDING IN GROUND SWIMMING POOL WITH FENCE TO CODE AS APPLIED FOR. ~e certificate is issued to RICHARD E REIGEL (OWNER) of the aforesaid building. SIJFFOLK CO~ DEPAR~ OF ~TH AI~PRO~L~L R10-04-0138 09/18/07 BLE~-r~IC~%L C~TIFICATH NO. 2070388 09/29/06 PLIERS CERTIFICATION DA'r~U 08/30/06 JOSEPH D RIRSCHFELD ~~AU o~riz~e~ Si gna tu re Rev. 1/81 Form No. 6 TOWN OF SOUTItOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwetling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $25.00 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 /. New Construction: ~e Old or Pre-existing Building: (check one) Location of Property: ~[~'~ [~ ~"~1~ _'~./~ o House No. Street Hamlet Owner or Owners ofmrope : _ 'X' Suffolk County Tax Map No l000, Section (..>~::~'. Block ~ Subdivision Filed Map. Lot: Permit No. ~ Date of Permit.~ Applicant: Health Dept. Approval:'~ IO,~ 0~,,-O ["~ ~ Underwriters Approval: ~1~70 Planning Board Approval: ,~_ ~_ Request for: Temporary Certificate Fee Submitted: $ ~ · 0 0 Final Certificate: ~/~ (c one) / ~ ~A'pplicant ~gnature BUILDI~G DF:.PARTMI~qT TOWN OF 8OZ~HOV.n CERTIFICATION I certify that lbo solder used in the water supply system contains less than 2cliO of 1% lead. Swo~ ~o ~fo~ ~ ~ I ~ ~ dayof~ 200~ NOTARYPUBLI¢, STATE OF NEWYORK ~ No. 01SP6113942 J QUAI IflFI) IN gUI I 01K COUNfY J MY COMMISSION EXI'III~S AUG. 9, 2D ~ ] BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by ELECTRICAL CO INC RICHARD RIEGAL BD 102 GREENWICH AVE 2183 WINDSHIELD DRIVE GREENWICH, CT 06390, FISHERS ISLAND, NY 06390 2183 WINDSHIELD DRIVE FISHERS ISLAND, NY 06390 Located at Application Number: 2070388 Certificate Number: 2070388 Section: 002 Block: 0001 Lot: 008.001 Building Permit: BDC: ns11 Described as a occupancy, wherein the premises electrical system consisting of Residential 2400-2999 square ft. electrical devices and wiring, described below, located in/on the premises at: First Floor, Second Floor, Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 29th Day of September, 2006. Name QTY Rate Rating Circuit Type. Alarm and Emergency Equipment Sensor 2 0 Carbon Monoxide Appliances and Accessories Exhaust Fan 6 0 F.H.P. Dish Washer 1 0 1.2 KW Furnace 1 0 Oil Elevator 1 0 Oven 1 0 40 Amps Air Conditioner 2 0 18.000 BTU Air Conditioner 1 0 24.000 BTU Panels 1 100 18 Wiring and Devices Outlet 86 0 Fixture Fixture 76 0 Incandescent Fixture 10 0 Flourescent Outlet 115 0 General Purpose seal Receptacle 70 0 General Purpose Continued onNext Page 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated, BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by BD ELECTRICAL CO INC 102 GREENWICH AVE GREENWICH, CT 06390, RICHARD RIEGAL 2183 WINDSHIELD DRIVE FISHERS ISLAND, NY 06390 Located at 2183 WINDSHIELD DRIVE FISHERS ISLAND, NY 06390 Application Number: 2070388 Certificate Number: 2070388 Section: 002 Block: 0001 Lot: 008.001 Building Permit: BDC: ns11 Described as a Residentin12400-2999 square fl.. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Second Floor, Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 29th Day of September, 2006. Name OTY Rate Rating Circuit Type Switch 50 0 General Purpose Dhnmers 25 0 ' Receptacle 1 0 20 amp Laundry Receptacle 3 0 30 amp Dryer Paddle Fan 1 0 Disconnect 3 0 60 amp Air Conditioner Receptacle 15 0 GFCI Service l Phase 3W Service Rating 200 Amperes Service Disconnect: I 200 cb Meters: 1 5ea/ 2 of 2 This certificate may not be altered in any way and is validated only by the presence of ara sed sea at the Iocatioa indicated. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND ] FRAMING / STRAPPING [ ] INSULATION [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION REMARKS: ] FIRE RESISTANT PENETRATION DATE BD DESIGN GROUP March 18, 2008 Building Department Town Hall Southold, NY 11971 RE: Residential Permit no. 30929Z To Whom It May Concern: Please amend Riegel Cottage permit no.30929Z per enclosed sheet. A1 EXCERPT 03/18/08 shows elimination of closet door B04 and appropriate in-fill. Please feel free to contact us if additional darification is needed. Managing Architect BD Design Group 102 Greenwich Avenue Greenwich, CT 06830 T 203~983-6083 F 203-983-6084 Enclosures: (4) Copies to: File, BD Design Group, JR TIlE GLOAMING, BOX 447, FISIIERS ISLAND, NY 06390 10. GREENWICH AVE., 2~ FLOOR, GREENWICH, CT 06830 ~fEL (631) 788 5648 FAX (631) 788-5647 TFi~ (203) 983-6{183 FAX (203) 983-6084 FrI~LD INSPECTION REPORT DATE · ~ COMMENTS (33 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. 30929 Z Date JANUARY 31, 2005 Permission is hereby granted to: WILMINGTON TRUST (RIEGEL) PO BOX 67 MOWTCHANIN,DA 19710 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH GARAGE UNDER & DECK AROUND POOL AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 002 pursuant to application dated JANUARY Building Inspector to expire on JULY OFF EAST END RD FISHERS ISLAND Block 0001 Lot No. 008.001 27, 2005 and approved by the 31, 2006. Fee $ 2,151.00 Authorized Signature ORIGINAL Rev. 5/8/02 TOWN OF SOU'I'HOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork, nel/Southold/ PERMIT NO. Examined Approved ! Disapproved a/c Expiration 7/_31 . 20 0-6 Building Inspector ILDIN (J PERMIT APPLICATION CHECKLI5T Do you have or need the following, before applying? Board of Health 4 sets of Buildin~g Plans plnnnln~ Board approval Sureey. Check Septic Form N.Y.S.D.E.C. Tms~es Contact: Marl to: Phone: APPLICATION FOR BUILDING PERMIT Date ,20__ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee a~cording 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 ocenpied 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 ii'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. ffno 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 n~me, ff a corporsfi6n) ~ address of a~pUcant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License 1. Location of land on which proposed work will be done: -- House Number Street Hamlet 0O'2.-00 County Tax Map No. 1000 Section ao2-.oo Block Ot. oo Subdivision V'lst4e'~ tst.~,~v T)~o~,.,~,,4edr' cctv,. Filed Map No.~--~ Zl (Name) 0 o~.oo I Lot '~-7- I/~ 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building. Repair Removal Demolition 4. EsfimatedCost 5~ ~:_~ff)(_~. OOC.-) Fee 5. If dwelling, number of dwelling units If garage, number of cars Addition Alteration Other Work (Description) (To be paid on filing this application) Number of dwelling units on each floor , ~ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories Real' Depth Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Rear 8. Dimensions of entire new construction: Front ~ ~'- 5" .Rear Height Number of Stories Depth t,~'- z" 9. Size oflot: Front 10o, og' Rear ¢~,oo' Depth l 0. Date of Purchase. .Name of Former OWner k-~. o~ ~ ~.-,~ e.. 11. Zone or use district in which premises are situated r-- ~ x,, 12. Does proposed construction violate any zoning law, ordinance or regulatiOn? YES __ NO ~ 13. Will lot be re-graded? YES__ NO ~- Will excess fill be removed from premises? YES NO v-" Name of Contractor,s, ~,~t;.:, '~ ~q~o=¥.o~ Address ~Phone No. "'~' 5:: .- ~ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__ * 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. NO ,-- 16. Provide survey, to scale, w!th 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. STATE OF NEW YORK) SS: COUNTY OF~// ~ ........ ~ ~,~ ' ~,~O'C-~.~/----~.~ ~- being duly swom, deposes aud says that (s)he is the applicant (Niine el= individua~ signing contract) above named, (S)He is the Aq ~t~t'~ (ConWactor, 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 hue 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 20 Notary Public Signature of Applicant TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET 1 VILLAGE DIST. SUB. LOT i~lJ(' 2.7 .--, j /~- o~+~,~ ~:(' ~sk~r~$1,~d q ...... TYPE OF BLD. ~ ~ ~ iMP. ,~ I L~ND~ TOTAL DATE ~o~ ~ ~-~ ~/o~ FRONTAGE ON WATER I TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT ~ TOIAL Mx~ws & Hx>l ATTORNEYS AND (~OUiVSELOE$ AT LAW 38 NUGENT STREET SOUIHA~PION, NEW YORE 11908 January 31,2005 Ms. Patricia Conklin Southold Town Building Department P.O. Box 1179 Southold, NY 11971 Re: Application of Wilmington Trust Company, as Trustee Dear Pat: I have enclosed the four copies of the REScheck Compliance Certificate I neglected to deliver to you last week with the rest of the documents relating to the referenced application. I faxed one of these Compliance Certificates to you earlier today. Please let me know if you require any additional documentation or payments before the building permit can be issued. Sincerely, Stephen L. Ham, III Enclosure Owners Nmne: Engineer: SCTM ti: I) slrig:t: ~000 Section: 2-- Block: l/ I.oL _ Date ' ': Submilted: I..oealion: Subdivision Name: ..%~gle & separate ced~fkation: Req. If:toni i'~'d Required {yes ! Project D'e.w.,dption: [Side Y~rd ~O ~l'foposed:. Id~b.. l oA .,Ac:. II:~OUIREI) POR RE;VIEW Suffolk County Health'Dept. N°w York Stal~. D, E: C. Town Trus~.s Town Zoning Board approval: Town plSnnlng Board appwval: Flood Plane Elevation ??? Flood Zone: .] [R~r Y$.td .7..5 Proi-ro~ed. -- No yes Permit Number o~3~ - ..7- DATE ~ROPERTY MAP NO. MAP COORDINATE NOS. DEED RECORBED IN LIBER SUBDIVISION NAME OR NO. MAP BOOK PAGE ..looo/ g. I - I Zz'~ ? PAGE BL. LOT INDEX INITIAL SKETCH: I:)ROPERT~ T~.X SES. V][C_~ AGENCY SUFFOLK COUNTY CENTER RIVERHEAD, L, I., N. Y. 11901 IOZ 10 9 2.8A 8.1 1.6A 8.2 1.7A 7.2 TOWN OF SOUTHOU) SPLIT AND RETIRED 1000-00200-0100-008000 NEW PARCELS: 1000-00200 0100 008001 & 008002 OWNERS: WlLLINOTON TRUST COMPANY AS TRUSTEE OF EDITH DUPONT PEARSON & RICHARD E. RIEGEL JR. BY DEED 12297 224 RESEARCHER/P10T TER DATE RPTSA Form IOI FEB - t Perm it Number Checked By/Date REScheck Compliance Certificate New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release Id Data filename: C:~Program Filas~projectsLRiegal~lew Folder\033-Rescheck.rck PROJECT TITLE: Riegal COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric DATE: 08/05/04 DATE OF PLANS: 08-06-04 PROJECT DESCRIPTION: Cottage COMPLIANCE: Passes Maximum UA = 664 Your Home UA = 664 0.0% Better Than Code (UA) Ceiling Bsmt: Flat Ceiling or Scissor Truss Ceiling First: Cathedral Ceiling (no attic) Wall N: Wood Frame, 16' o.e. Window 3: Wood Frame:Double Pane with Low-E Window 4: Wood Frame:Double Pane with Low-E Window 5: Wood Frame:Double Pane with Low-E Window 6: Wood Frame:Double Pane with Low-E Door 3: Glass Door 4: Glass Door 5: Glass Wall S: Wood Frame, 16" o.¢. Window 7: Wood Frame:Double Pane with Low-E Window 8: Wood Frame:Double Pane with Low-E Window 9: Wood Frame:Double Pane with Low-E Window 10: Wood Frame:Double Pane with Low-E Door 6: Glass Door 7: Glass Door 8: Glass Door 9: Glass Wall E: Wood Frame, 16" o.c. Window 11: Wood Frame:Double Pane with Low-E Window 12: Wood Frame:Double Pane with Low-E Gross Glazing Area or Cavity Cont. or Door Perimgter R-Value R-Value U-Factor U...~.A 206 36.0 0.0 6 1189 40.0 0.0 31 449 19.0 0.0 19 6 0.400 2 6 0.400 2 23 0.400 9 23 0.400 9 27 0.400 11 27 0.400 11 27 0.400 11 584 19.0 0.0 26 6 0,400 2 6 0.400 2 12 0.400 5 12 0.400 5 27 0.400 11 27 0,400 11 27 0.400 I l 27 0.400 11 318 19.0 0.0 16 11 0,400 4 11 0,400 4 Door 10: Glass Wall W: Wood Frame, 16" o.c. Window 13: Wood Frame:Double Pane with Low-E Window 14: Wood Frame:Double Pane with Low-E Window 15: Wood Frame:Double Pane with Low-E Door 11: Glass Basement Wall N: Masonry Block with Empty Cells Wall height: $.0~ Depth below grade: 7.0' Insulation depth: 8.0' Window 1: Wood Frame:Double Pane with Low-E Window 2: Wood Frame:Double Pane with Low-E Door 1: Solid Door 2: Solid Basement Wall S: Masonry Block with Empty Cells Wall height: 8.0' Depth below grade: 0.0' Insulation depth: $.0' Basement Wall E: Masonry Block with Empty Cells Wall height: 8.0' Depth below grade: 5.0' Insulation depth: 8.0' Basement Wall 4: Masonry Block with Empty Cells Wall height: $.0' Depth below grade: 5.0' Insulation depth: 8.0' Floor 1: Slab-On-Grade:Unheated Insulation depth: 3.0' Boiler 1: Other (Except Gas-Fired Steam), gg.9 AFUE Air Conditioner 1: Electric Central Air, 10 SEER 27 0.400 11 335 19.0 0.0 16 23 0.400 9 9 0.400 4 4 0.400 2 27 0.400 11 543 5.0 0.0 44 23 0.400 9 23 0.400 9 16 0.320 5 16 0.320 5 543 5.0 0.0 87 347 5.0 0.0 42 347 5.0 0.0 42 198 5.0 149 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are I~ttesting that Ito the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in comn~iance w~na~ls Code. - [ {~' REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheclffJoflware Version 3.5 Release Id DATE: 08/05/04 PROJECT TITLE: Riegal Bldg. Dept. Use [ ] [ ] [ ] [ l [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Ceilings: 1. Ceiling Bsmt: Flat Ceiling or Scissor Truss, R-36.0 cavity insulation Comments: 2. Ceiling First: Cathedral Ceiling (no attic), R-40.0 cavity insulation Comments: Above-Grade Walls: 1. Wall N: Wood Frame, 16' o.c., R-19.0 cavity insulation Comments: 2. Wall S: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: 3. Wall E: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: 4. Wall W: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Basement Walls: 1. Basement Wall N: Masonry Block with Empty Cells, g.0' hr/7.0' bg/$.0' insul, R-5.0 cavity insulation Comments: Basement Wall S: Masonry Block with Empty Cells, 8.0' hr/0.0' bg/8.0' insul, R-5.0 cavity insulation Comments: Basement Wall E: Masonry Block with Empty Cells, g,0' hr/5.0' bg/$.0' insul, R-5.0 cavity insulation Comments: Basement Wall 4: Masonry Block with Empty Cells, g.0' hr/5.0' bg/g.0' insul, R-5.0 cavity insulation Comments: Windows: I. Window 3: Wood Frame:Double Pane with Low-E, U-factor: 0.400 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ Comments: ] No Window 4: Wood Frame:Double Pane with Low-E, U-factur: 0.400 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ Comments: ] No Window 5: Wood Frame:Double Pane with Low-E, U-factor: 0.400 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ Comments: ] No Window 6: Wood Frame:Double Pane with Low-E, U-factor: 0.400 For windows without labeled U-factors, describe features: # Panes Frame Type_ Thermal Break? [ ] Yes [ ] No [ ] [ ] [ ] [ ] [ ] [ ] [ I f ] [ 1 [ 1 Comments: ] 5. Window 7: Wood Frame:Double Pane with Low-E, U-factor: 0.400 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: ] 6. Window 8: Wood Frame:Double Pane with Low-E, U-factor: 0.400 For windows without labeled U-factors, describe features: # Panes Frame Type_ Thermal Break? [ ] Yes [ ] No Comments: ] 7. Window 9: Wood Frame:Double Pane with Low-E, U-factor: 0.400 For windows without labeled U-factors, describe features: # Panes Frame Type. Thermal Break? [ ] Yes [ ] No Comments: ] 8. Window t0: Wood Frame:Double Pane with LOw-E, U-factor: 0.400 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: ] 9. Window 11: Wood Frame:Double Pane with Low-E, U-factor: 0.400 For windows without labeled U-factors, describe features: # Panes Frame Type_ Thermal Break? [ ] Yes [ ] No Comments: ] 10. Window 12: Wood Frame:Double Pane with Low-E, U-factor: 0.400 For windows without labeled U-factors, describe features: # Panes Frame Type_ Thermal Break7 [ ] Yes [ ] No Comments: ] 11. Window 13: Wood Frame:Double Pane with Low-E, U-factor: 0.400 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: 12. Window 14: Wood Frame:Double Pane with Low-E, U-factor: 0.400 For windows without labeled U-factors, describe features: # Panes Frame Typ~ Thermal Break? [ ] Yes [ ] No Comments: 13. Window 15: Wood Frame:Double Pane with Low-E, U-factor: 0.400 For windows without labeled U-factors, describe features: # Panes Frame Typ~ Thermal Break? [ ] Yes [ ] No Comments: 14. Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.400 For windows without labeled U-factors, describe features: # Panes Frame Type. Thermal Break-9 [ ] Yes [ ] No Comments: 15. Window 2: Wood Frame:Double Pane with Low-E, U-factor: 0.400 For windows without labeled U-factors, describe features: # Panes__ Frame Type Thermal Break.9 [ ] Yes [ ] No Comments: Doors: 1. Door 3: Glass, U-factor: 0.400 Comments: 2. Door 4: Glass, U-factor: 0.400 Comments: 3. Door 5: Glass, U-factor: 0.400 Comments: 4. Door 6: Glass, U-factor: 0.400 Comments: 5. Door 7: Glass, U-factor: 0.400 Comments: Door 8: Glass, U-factor: 0.400 Comments: 7 [ ] [ [ ] [ ] [ ! [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Door 9: Glass, U-factor: 0.400 Comments: $. Door 10: Glass, U-factor: 0.400 Comments: ] 9. Door 11: Glass, U-factor: 0.400 Comments: 10. Door 1: Solid, U-factor: 0.320 Comments: 11. Door2: Solid, U-factor: 0.320 Comments: 1. Floor 1: Slab-On-Grade:Unheated, 3.0' insulation depth, R-5.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 3.0 ft. OR down to at least the bottom of the slab then horizontally for a total distance of 3.0 ft. Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. Heating and Cooling Equipment: 1.Boiler 1: Other (Except Gas-Fired Steam), 88.9 AFUE or higher Make and Model Number 2. Air Conditioner 1: Electric Central Air, 10 SEER or higher Make and Model Number Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-lC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: Required on the warm-in-winter side of all non-veated framed ceilings, walls, and floors. Materials Identification: Materials and equipment must be installed in accordance with the manufacturer's installation instructions. Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values, glazing L-factors, and beating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in unconditioned attics or outside the building must be insulated to R-8. Return ducts in unconditioned attics or outside the building must be insulated to R-4. Supply ducts in unconditioned spaces must be insulated to R-8. Return ducts in unconditioned spaces (except basements) must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. Cooling ducts with exterior insulation must be covered with a vapor retarder. Air filters are required in the return air system. The HVAC system must provide a means for balancing air and water systems. [ ] [ ] [ J [ ] Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters are required for each dwelling unit. Fireplaces: Fireplaces must be installed with tight fitting non-combustible fireplace doors. Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 °F or chilled fluids below 55 OF must bo insulated to the levels in Table 2. Table 1: Mininmrn Insulation Thickness for Circulating Hot Water Pipes, Insulatio~ Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature (F) Up to 1" Up to 1 ~25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Mlnlnmm Insulation Thickness for HE4C Pipe& Piping System Types Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 Low Temperature 120-200 0.5 1.0 Steam Condensate (for feed water) Any 1.0 1.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 and Brine Below 40 1.0 1.0 Fluid Temp. Insulation Thickoess in Inches byPipe Sizes Range(F) 2"Runouts ?andLess 1.25'tu2" 2.?t94" 1.5 2.0 1.0 1.5 1.5 2.0 0.75 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) ' M BEDROOM ~ I ~ 15'-91" ?; ~-' ? o . 2 -5~ ~ = ( I o ~ ~ I UEXX ~ 9'L7b' - : II II II I Z m ,~ , ~ /% , II, I}~, ,f, ,~, ,~, ,', ,', ,', ", ~,- ' ~ELEVATOR UPPER LEaL ~ .,, ,.F,L[ TO.E CO.S,STENTW.~H RE~,.,NS W~L -'~ CLOSET 1/4"=?-0' WJU~Nm'ON rm/sr BLOCK 27-LOT 2 N 4756.94 W 172.09 mus;r~ F/a/o zo DA]E: 07/31/2007 SCALE: 1" = 20' SHEET 1 OF 1 , ELEVATOR .NDTES AND SPECIFICATIONS: 1, ARRANCE FOR A POWER SUPPLY TO THE TOP OF NOIS]WAY PRIOR TO DELIVERY OF THE UNIT (BOTH 115 VOLT AND 208/2B6 VOLT).~R FOR ~5 AMP SERVICC FOR RAR UGHT, A LOC~BLE AUXlU~Y 256 VOLT AND 1~5 VOLT DISGONNE~ IS SUPPLIED ~D LORA~D ~NSIDE AT 2. FIELD E~CTHIRAL WIRING AND GONN~IONS TO ~-RA~, PF SWITEH AND I~RLCCKS ARE PROVIDED. WIDNG AND CONDUIT iS OF LIGHT, AND GUARD ARE PEOVDED ARS INST~LED BY OTHERS. (MU~ COMPLY WEH APPUCAB~ COD~) 5, A TELEPHONE CIRDUIT AND JACK IS PROVIDED AND INSTAl. lED BY OTHERS, THIS CIRCUIT SHALL SE DROUGHT FROM THE TOP OF THE HOISIWAY AND CONNECTED TO THE TELEPHONE UNE OF THE RESIDENCE AS AN EXTANSION OF AN INCOMING UNE, ~ ~ §. THE ELEVATOR CONTROLLER IS 16" WIDE X 12' HIGH X B" DEEP, THE CONTROLLER IS PROVIDED BY ACCESS INDUSq~IES AND IS ~ A]TAOHED TO THE RAIL WALL INSIDE THE HOI~AY LEFT OF THE DRIVE ASSEMBLY. = 7. HOISq~VAY MUST HAVE A MINIMUM 1S" X 2A" LOCKABLE ACCESS HATCH LOCATED AT THE TOP OF THE HOIS~/Ay, LCCAWON MUST BE IN AN I I ~ I AREA WHICH WiLL PROVIDE ACCESS TO THE ELEVATOR CONTROLLER AND DRIV~ ASSEMBLY. ' 8, A LOAD BEARING WALL IS REQUIRED TO SUSTAIN RAiL REACTIONS AS SPECIFIED IN KEY TO RAIL REACTIONS ON URAWING, CONITIACTOR TO I i CONTACT STRUCTURAL ENGINEER TO DETERMINE IF SUPPOR~NO WALL WILL SUSTAIN RAIL REACTIONS. I -- ~...._-- ' 9. HOIS'D~AY CONSTRUCTION AND PIT BY OTHERS. DUE TO UMITED SPACE WITHIN THE HOIS]WA¥ IT IS ESSENTIAL THAT THE PIT IS LFVEL AND WALLS ARE SQUARE ANO PLUMB THROUGHOUT THE HOiSTWAY, THE HOIS~WAY FRAMING MUST BE WITHIN ~' OF PLUMB AND SQUARE FROM ~ ' ACCESS HATCH RECOMMENDED , TOP TO DO'FrOM FOR PROPER OPERA, ON OF THE ELEVATOR THROUGHOUT T~E HOIS'P~AY. !10, THE PIT FLOOR SHALL BE CONSTRUCTED TO WWHSTAND AN IMPACT LOAD OF 3200 LBS, RB~, ARME/ARSI A17,1 SECTION 106, 2'-0" LOCATION (NOTE 7) 11, HOISTWAY CONSTRUC~ON REQUIREMENTS MAY VARY ,mOM STATE TO STAGE, DIMENSIO~ SIreN ME I,~NUFAG'CJRE~S RECOMMENDED C~CES. THEY EEFLECf THE RUNNINB ARB ACCESS O¢?~,NCAN. GONSULT YOU LORAL ALW~CCI~ TO ASSURE COMPLIANCE WITH STATE ~ AND LOCAL CODES. ACCESS HATCN 12. HOISITMAY TO BE FREE OF ALL PIPES, WIRING AND OBSTRUC~ONS HOT RELATED TO THE GP,mATION OF THE ELEVATOR, ~ DRIVE ASSEMBLY ~ ~ RECOMMENDED 13. c~cES 'moa BOOR SlU_ TO HOIS]WAT CCO~ TO UE :~' tW~U~ mB ELEVATOR C~ DOOR m NBIS]~AY ~OOR TO DE B' M~(~Ua / TO COMPLY WITH ADMB/ANSI A17.1. CONBULT YOUR LOD,~_ INSPECTION A~'IHOR~ES ~B CODES WHICH MAY TAI~ PRED~ANCE. LOCATION NOTE 7 CONTROLLER ~~ / 14~ ALL FULL HEIGHT DOORS MUST SE ALIGNED WITH THE DOOR CENTERUNE SHOWN ON PLAN DETAIL, RECOMMEND INSTALUNG A SOLID CORE R'-8" HIGH DOOR WITH A MINIMUM CLEAR OPENING OF 2' S" WIDE, TRAILING CABLE ]5, DOOR HANDLE AND LATCH SET REQUIRED FOR ALL FULL SIZE DOORS. 1§, SEE INSTALLA~ON MANUAL FOR DETAILS ON THE INTERLOCKS, INTERLOCKS ARE REQUIRED FUR ALL FULL SIZE DOORS, 17, ALTHOUGH THE ELEVATOR IS DESIGNED TO DB~F ANSI A17,1, LOCAL CODES MAY VARY, DEALER IS RESPONSIBLE FOR COMPLYIND WITH ~ (.~. E'- v,~"~ ~ ~ - ~- ~ %< . 1 1/4" TOP OF ,. PRODUOT SPEDIRCA~ONS: RATED LOAD: RSO LBS (4D0 KS) _ -- -- ELECTRICAL RACEWAY STOPS: 2-~ PIT DEPTH'. 6 INCH MINMUM -- ~ OVERNRAD CLEANANGE: 8'-6" MECHANICAL EQUIPMENT,, 20B/256 VOLT, 60 HZ, 20 AMP SINGLE PHASE POWER SUPPLY ~ ~ VARIABLE SPEED 'mEQUENCY DRIVEN 2bp MOTOR " HANDRAIL '~' ~ ~ DIGITAL FLOOR Posr~oN IND]RATOB ~ TELEPHONE WITH JACK FULLY AUTOMATIC OPERATION CAR OPERATING PANEL ~ ? ~ I ~ ~ ~ ~ (2) # 60 ROLLERCHAINS - -- SAFETY DEVICES: UPPER AND LOWER TERMINALLIMITS ~ ~ ~ I'~ ~ .I ~ I~ ~ c~ , FINAL LIMITS (2 UPPER, 1 LOWER) CAR ---- ~. l, > ,I CAB HEIGHT (IN INCHES): 84 ] ~_HALL STATION WiTH LGHTED lieIIl Jl -- ',-~,! WHITE MELAMINE WALL PANELS 4'-1 ~/8" ~ CALL BU~ON AND P.I. ~'-0 q/2" _1111 II ! ' !( ~ I BRUSHEDWHITE CEILING,sTAiNLEssNO FRAME,sTEEL NOcoNTRoLTRIM, 2 LIGHTSpANEL · ~ llll ~~~~-IIIIll ' . ~- o° ~ , BRUSHED STAINLESS STEEL HALL STATIONS (5) 4'-4 3/8" I t'~ jl CLEAR COAT SOLID ALUMINUMACCORDION GATE 1 5/8".~- 1 1/4" OUTSIDE CAR ~ ~' MATCHING WOOD HANDRAIL BRUSHED STAINLESS STEEL RECESSED TELEPHONE CABINET III Illll II III1 1 -----' .~ AUTOMATIC HOMING TO 1ST FLOOR PLAN VIE 2 1/2"~ .. - ~--~. - .~.-~-~ ~ ~--' D ]/2" MAX. FROM FINISHED ABOVE PiT FLOOR L_.~',, .~ . ~ ; .. 'lf(_l ,, i TH~s DRAWING RE~ESTS OUR ~R'mETAROM DF THE ~NFDRMAT]OM ~T YDU THE D~ER PRDWD~ ON THIS RRODUCTS' DRUER FORM. DOOR SILL KEY TO RAIL REACTIONS DETAIL A ~ MARUF^¢JRM THIS PRODUCT PER iNFORR^TIOM DEPICTED ON THiS DRAWING, CONSTRUCTION DETAILff ! ~ ~ ~--- PiT SW TCH F-I APPROVED AS RO~D. ~ 8t ~1 RAKE DHARGES AS NOTED REFORE RANUFACI1JRE. F-~ REWSES DRAWINGS RESUIRED. Q~,:__ · \ ~ ~K,~~ ~ ~ CHANGES AWD REAPPROVAL ARE REQUIRED. ~/./ R1 = 210 LBF, LIGHT, PLASTIC COATED WITH GUARD ~~ ~ ~'-CF..c~-A~' ~ //'~ ~ ~'-r~. a-A,~ ~ ~/~ ~ ~,F~iF ,~2d ~,~ ~.~ ~.2d ~,~ ~.~ ¢¢ ~ OfficesTollin WoodstOokFree 888-291and-3227Norwich' CT ~1 SENDDO NOTcoRRECTEDMANUFACTUREDRAWiNG~HIS FoRPRODUCTRBPPROvALUNTIL CHANGESBEFORE MANUFACTuREAS SHOWN OM DRAWING ARE OORREO]T~I R~ ~ R~ = 543 L~F, UCNT SWITCH, ACCESSIBLE ,mOM ACCESS HATCH~/~ ~ ~. -1 ~~,~,%~-~.,,,,.~ /,.~ ]F,~O~-- ~ BAPPROVED ~,~APPROVEDASNOTED SIGNATURE: DATE; L ~ I / ' /~ RAIL REACTIONS DO NOT 208/220 VAR, 20 AMP, ED HZ ] ~ ~r.:,~ ~ ~0 /~/~ ¢" ~ [] REJECTERS , [] ~DRAh[ ~,PEClFIEG iTEM B CHANGES TRAVEL AND CAB OPTIONS ; REAPPROVAL DRAWING DG 10/21/05 ~- L INCLUDE SAFELY' FACTORS. :,/~ ~ CHECK]NC I, ON v FOR GENERAL CONImm~M :E WlTM TME A APPROVAL DRAWING DG D9/28/05 3" MAX, ' APPLICABLE SAFETY FACTORS 11o VAC, 15 AMP, 6O HZ DESIGN cot.c, m ,,~ IDF laOJeCl IL, ,,t,UR,,[ RDMFLIANCE - 5" MAX. MUST BE INCLUDED. PHONE JACK ~ r'-.. ANY ACqOM .r,OWr~ ~. tLUUFCl m rhb REU,JmLIvlANFS OF THE CONTP..ACTOR TO CONFZ J OUfD fL fL Af.L BRaCkeT I4$T N]NC, ET OD TUBJOM SITE, EABM,OAMO, NMOCESSES A,O ,EODN,OUES OF ssenKrupp Access LEV RESIDENTIAL ELEVATOR F~L JTTAOH]~ENT PULL-OUr FOR¢£ I$ 'i47 g8.f PSR FA$7~N]~R ' CONSTRUCTION, COOHOIM',,D:~ OF WORN WITH TDA F ALL D~L£R: -- - __ WORN. -- TKA WHiTAKER OF CT ., ..... . .... ,. ~ ....... ~ ,, 2 for informe(iond purposes on e confidential RAIL TOWER ..... L.,, ~ RAIL TOWER ' RAIL TOWER besis, end heN(hDC the drew~n~ or ........ ' EL~ATOR PIT FLOOR MUST RESIST A SCALE: ORDER NUMBER: ' '~,n~"-"*. " ~ ~- thereon ere (o be reproduced or used ~c,~ WAb O, n~ O0~,~,,OO~ .o~w co,o~ B~ r X 12'.,,.~W~,,0~ DYNAMIC FORC~ OF ;200 L~S. in any manner not authorized in writing NTB 486538 x, \ RIEGEL BLOCK 2 7 (VXCA T LOT LAND) 2 20.00' ,' L IPMEN ~ , )GE OF MARY S. ~OSS S85"51 '5, O"W 122.46' / 5 POOL DECK b RIEGEL BLOCK 2 7 - LOT lA 8.1 1.6 ACRES BLOCK RIEGEL 27 LOT lB 8.2 CONSTRUCTION OF THE RIEGEL COTTAG FISHERS ISLAND, NY FISHERS ISLAND, NEW YORK PROJECT DIRECTORY OWNER: Barbara and Richard Riegel EAST END Fishers Island, New York ARCHITECT' BD Design Inc. The Gloaming, Box 447 Fishers Island, NY 06390 Tel. (6~31) 788-5648 CONTRACTOR: BD Retnpdeling and Restoration The Gloaming, P.O. Box 447 Fishers Island, NY 06390 (631) 788-7919 SHEET INDEX A-100 COVER SHEET A-101 FOUNDATION PLAN AND CONSTRUCTION NOTES A-102 FLOOR PLANS A-103 ELEVATIONS A-104 SECTION AND RISER DIAGRAMS A405 FRAMING PLANS A-106 NOTES&SCHEDULES SCOPE OF WORK Codstruct new residential cottage with attached fenced deck. , Add new ddveway. Provide n~w well, septic, and utility connections. "IMMEDIATELY" ENCLOSE POOL TO CODE UPON COMPLETION BEFORE ','~ATER" DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATtOt,, LOCATION HAS BEEN APPROVED. OCCUPANCY OR USE IS UNLAWFUL' WITHOUT CERT!FICATE OF OCCUPANCY APPROVED AS NOTEO FE~: ~/,~7.(~ BY:~ rJDTIFY BUILDI'q3 DEPARTMENT AT 765-1802 8AM TO 4PM FOR THE FOLLOWinG IN~ 'ECTIONS: 1. FOUNDATDN - ~0 REQUIRED ~URED CONCRETE ~O~H-- FRAMING & PLUMBING 3. INSU~TI~ 4. FINAL - ~NSTRUCTION MUST BE COMP~TE FOR C.O. ALL CONSTRUCTION SHALL ME~ THE REQUIREME~S OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR OESIGN OR CONSTRUCTION ERRORS, UNDERW~}TERS CERTIFICATE REQUIRED I hereby certify that these knowledge and my direction and to the best of my Codes add Ordinances. Samuel W. Fitzgerald, AIA Date RETAIN STORM WATER RUNOF PURSUANT TO SECTION 45-10C OF IHI:: ~uwN OODE. GENERAL NOTES All work and materials shall be in strict accordance with local building codes. Contractor shall provide all tools, materials, labor and equipment necessary to provide a complete installaiton of the work described in these drawings. Drawings are not to be scaled in the field. Wdtten dimensions take priority. Vedfy with architect any discrepancies between drawings and field conditions before proceeding with new work. General Contractor and all sub-contractors shall be familiar with all drawings for project. Information for all trades appears on all sheets. BD Design Inc., shall retain all copyrights, and all statutory and common law dghts with regard to these plans and the building design depicted therein. Any repreduction, change or assignment to a third party shall not occur without first obtaining the expressed written permission and consent of BD Design ]nc. CERT!FV" f'~Y~D r ~F NArLF" ~ ~' r4_~ lIONS I-~EQUIRED. ,NI ¢~¢~N~JTRUCTION SHALL ' ~F M' :'IqF"=NTSOFTHE L~-,.~ ,..;; r u..¢, ~ ,, .K STATE. DRAWING ISSUE 4C DATI~ ISSUE FOR DRAWING RLVISIONS BD DESIGN INC. RIEGEL COTTAGE FISHERS ISLAND, NY ~ CO~/ET ~A-100 ¢ 62'-3" NAILING SCHEDULE JOINT DESCRIPTION # OF NAILS NAIL SPACING Rafter to Top Plate (Toe-nailed) 3-8d per rafter Ceiling Joist to Top Plate (Toe-nailed) 3-8d per joist Ceiling Joist to Parallel Rafter (Face-nailed) 5-16d each lap Ceiling Joist Laps over Partitions (Face-nailed) 5-16d each lap Cellar Tie to Rafter (Face-nailed) 8-8d per tie, each end Blocking to Rafter (Toe-nailed) 2-8d each end Rim Board to Rafter (End-nailed) 2-16d each end Top Plate to Top Plate (Face-nailed) 24 6d per foot Top Plates at Intersections (Face-nailed) 4-16d joints - each side Stud to Stud (Face-nailed) 2-16d 24" o.c. Header to Header (Face-nailed) 16d 16" o.c. along edges Top or Bottom Plate to Stud (End-nailed) 346d per 2x6 stud Bottom Plate to Floor joist, Band joist, End joist, or Blocking (Face-nailed) 2-16d per foot Joist to Sill, Top Plate or Girder (Toe-nailed) 4-8d per joist Bridging to Joist (Toe-nailed) 2-8d each end Blocking to Joist (Toe-nailed) 2-8d each end Blocking to Sill or Top Plate (Toe-nailed) 3-16d each block Ledger Strip to Beam (Face-nailed) 3-16d each joist Joist on Ledger to Beam (Toe-nailed) 3-8d per joist Band Joist to Joist (End-nailed) 3-16d per joist Band Joist to Sill or Top Plate (Toe-naitsd) 2-16d per foot Horizontal Board Roof Sheathing, 1" nominal thickness (6" wide or less) 2~d common (3-8d box)per support* Gypsum Wallboard 5d coolers 7" edge/10" field Structural Wall Sheathing Panels {3/8" min thickness) 8d galvanized 6" edge/12" field Structural Floor Panels - 1" thickness or less 8d 6" edge/l 2" field Uplift Straps (ld/4" x 20 gage; Wall-to-Wall, W/all-fo-Fndn) 5-8d Each end of strap * End joints in adjacent boards shall be separated by at least one joist space and them shall be at least two boards between joints on the same support. ** Boards applied directly to studs and blockingI. TABLE 3: SECTION LOAD (lbs) ROOF RAFTERS (28' span @ 16" spac ng) 509 UPLIFT CONNECTION CAPACITY REQUIREMENTS NOTES WFCM Tab e 3,3 ( ) OUNDATION PLAN /4" = 1' - 0" HURRICANE HOLDDOWN INSTALLATION NOTES All Holddown anchor Bolts am 5/8" diameter ATR (All Thread Rod). Holddown anchor bolts shall be sufficiently fastened to foundation so as to resist specified uplift loads. Coordinate with Architect. Framing at Holddown installatioln locations shall be doubled and face nailed at 3" O.C. Use a steel nylon locking nut or'thread adhesive on anchor bolts. Bolt holes shall be a minimum of 1/32" to a maximum of 1/16" larger than the bolt diameter. Standard washers are required between stud bolts nuts and wood. No washer is required on Holddown Load Transfer Plate. - Holddowns shall be mounted flush to bottom plate. - Holddowns anchor bolt nuts should be finger-tight plus 1/3 to 1/2 turn with a wrench, with consideration given to possible future wood shrinkage. Care should be taken to not over-torque the nut. - Stud bolts should be snugly tightened. DRAwiNG ISSUE NO DA'I'I~ ISSUE FOR DRAWING REVISIONS BD DESIGN INC. RIEGF, I, COTTAGE FISHERS ISlaND, NY FOUNDATION PLAN A-1 O1 -Fo -I BATH KITCHEN ][ BEDROOM ® f'~UPPER LEVEL FLOOR PI,AN ~1/4" = 1' - 0" LIVING ROOM NY ENTRY MASTER BATH II MASTERBEDROOM UF° STORAGE GUEST GUESTBEDROOM ("~LOWER LEVEL FLOOR PLAN ~1/4" = 1'- 0" MECH ~NICAL ii 1 LAUNDRY r ~ 8HOWER DRAWING ISSUE DRAWING REVISIONS BD DESIGN INC. RIEGEL COTTAGE FISHERS ISLAND, NY FLOOR PLANS A-102 ~SOUTH ELEVATION 1/4" = 1' - 0" ~iEAST ELEVATION /4" = 1' - 0" 2_ ¢ ¢ ~i/ORTH ELEVATION 4" = 1' - 0" ~1 I! Ii!111_ L~]/7 C d]l ' ii Il ii ~, , .il_Il (~WEST ELEVATION /4" = 1'- 0" DRAWING ISSUE NO DATE I$SU~ FOR DRAWING REVISIONS BD DESIGN INC. vno~c ( 6 a 1 ) 788 - 7919 ~x ( ~ ~ 1 ) 788 - 5647 RIEGEL ~COTTAGE FISHERS ISLAND, NY ELEVATIONS o8_ 6_o4 A-103 )O000001000DO001' (~SECTION A-A 1/4" = 1' - 0" MASTER BATH SHW TUB SINK KITCHEN BATH 1 LAUNDRY WSHR LAV W.C. BATH 2 LAV ~s.PPLY WATER RISER DIGRAM ALL SUPPLY PIPING TO BE COPPER. 75 GA, HWH T & P VALVE TO FLOOR DRAIN. 4xSVENT THROUGH ROOF. ..].~.. MASTERBATH TUB KITCHEN BATH 2 / ~ ,/.' ~ . TIE INTO SEPTIC SYSTEM. 6" CLAY TILE UNDER FOUNDATION. ~s.NITARY RISER DIAGRAM ALL WASTE AND VENT PIPING TO BE CAST IRON. ¢ C DRAWING ISSUE DRAWING KEVISIONS BD DESIGN INC. RIEGEL COTTAGE FISHERS ISLAND, NY SECTIONS AND RISER DIAGRAMS ! A-104 8" PRECAST HOLLOW CORE CONC pLANKS. (.2"X12" JOISTS @ 16" O.C. TYP, -- 8" PRECAST HOLLOW CORE CONC PLANKS (~FIRST FLOOR FRAMING PLAN 1/4" = 1'- 0" [ ] [ ] (/~ROOF FKAMING PLAN ~1/4" = 1'- o" 2"X8" DORMER RAFTERS 16" O.C TYP. 2 RAFTERS 16 O.C. TYP. DRAWING ISSUE NO DATE ISSUE FOR DRAWING REVISIONS BD DESIGN INC. vna~ (631)788- 7919 r~x(~tl )788- 5647 RIEGEL COTTAGE FISHERS ISLAND, NY FRAMING PLANS o8_o~_o4 !~ A-105 WINDOW SCHEDULE D F Mark Rough Opening lype Frame Glazing [xtedor Qty. Muntin (W × H) Shutters Pattern A 5'-9" x 4'-0" MULLED DOUBLE HUNGS WOOD DOUBLE 5 (2) 6/6 B 2'-9" x 4'`6" DOUBLE HUNG 2 6/6 C 3'-0" x 3'-0" MULLED DOUBLE HUNGS I (2)6/6 D 4'-2" x 2'-6" FIXED 4 6w x 2h E 4'`6" x 3'-6" FIXED ~// '~"" 4 5w x 3h NOTES: 1 ) PROVIDE DEMOUNTABLE PLYWOOD STORM PANELS FOR ALL GLAZED WINDOWS AND EXTERIOR DOORS WITHOUT SHU'I-rERS. 2) ROUGH OPENING DIMENSIONS ARE PROVIDED FOR ESTIMAT~G PURPOSES. USE MANUFACTURER-PROVIDED DIMENSIONS FOR CONSTRUCTION. BUILDING LOADS SNOW LOAD (S) 45 Section 1808, Building Code of NYS LIVE LOAD - ROOF (Lr) 20 Section 1607.11, Building Code of NYS (No reductions applied) LIVE LOAD - FIRST FLOOR (L1) 40 Table 1607.1, Building Code of NYS DEAD LOAD - ROOF (Dr) 20 FRAMING + SHEATHING + CLADDING + INSULATION + CEILING DEAD LOAD - FIRST FLOOR (D1) 20 FRAMING + SUBFLOOR + FLOOR + WALLS LIGHT AND VENT SCHEDULE Light and Vent Data Code Required Plan Provided Natural Mechanical Natural Mechanical Floor Room Descdpgon Area (SF) Glass Vent CFM 6 CFM E Glass Vent CFM S CFM E BASEMENT L01 Garage 495 L02 Storage 153 0 0 0 0 0 0 0 0 L03 Guest Bedroom 181 14.4 7.2 0 0 22.6 11.3 0 0 L04 Guest Bath 57 3 1.5 50 20 50 20 L05 Laundry 119 0 0 0 0 5O 20 LO6 Shower 146 11,7 5.8 22.6 11.3 50 20 L07 Powder 25 3 1.5 50 28 0 0 50 20 L08 Mechargcal 262 0 0 1ST FLOOR 10t Porch 500 102 Living Room 355 28,4 14.2 0 5 103.2 133 0 0 103 Khchen 167 t3.36 6.68 0 0 26.3 31.8 0 0 104 Bath 57 3 1.5 50 20 10.7 5.2 0 105 Bedroom 177 14.2 7,1 0 0 38.3 37.8 0 0 106 Balcony 20 107 Master Bedroom 177 14.2 7.1 0 0 38.3 37.8 0 0 108 Master Bath 90 3 1.5 50 20 9.2 4.5 0 0 109 EMry/Stair Hall 30 0 0 15.6 26.6 0 CONSTRUCTION NOTES AS-BUILT ELEVATION CERTIFICATION This building is not located in a flood prone area USE AND OCCUPANCY Classification: R3 (3 Bedroom Single Family) HEIGHT AND FIRE AREA Ridge Height: 20'-3" Fire Area: 1310 s.f. TYPE OF CONSTRUCTION Type V as defined in Section 602.5 of the Building Code of New York State. DESIGN CRITERIA Building construction specifications were developed using the prescriptive and engineereed design methods described in the Wood Frame Construction Manual (W.F.C.M) 1995 SBC High Wind Edition for one and two family dwellings, as required by the Building Code of New York State. FRAMING 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 Supplement. Framing elements shall be sized in accord with W.F.C.M proscriptions for the required framing conditions or the framing schedule which is provided for convenience. For compliance with W.F.C.M. Icad resistance requirements, the following framing requirements shall be met, in addition to other construction requirements as may be set forth in these documents or in the W.F.C.M: Double top plates provided at the top of all Icad-bearing walls, overlapping at comers and intersections with other Icad-bearing walls, or reinfomed per W.F.C.M Bracing, bridging, and collar ties installed according to the provisions of W.F.CM. Studs continuous between horizontal supports. 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 proscribed, in order to develop full resistance to the proscribed Icad conditions. Dangerous existing framing conditions must be corrected such that applicable current code roquirementts are met. Joists, headers, rafters, beams, trusses, and girders supported on adequate bearing and otherwise sized and configured to adequately resist the prescribed Icad conditions. Floor, wall and roof openings, and wall corners constructed in accordance with the provisions of W.F.C.M. prescriptive design. DESIGN LOADS LOAD TYPE CATEGORY Live Dead Snow ~/8weiSmic Exposure See Building Loads table, this sheet See.Building Loads table, this sheet. 45 psf Category B 100 mph (Fastest Mile Windspeed) Cat~gory C REFERENCES Section 1607, Building Code of NYS. Section 1606, Building Code of NYS. Section 1608, Building Code of NYS Table R301.2(2), USGS Open-File Report 01-437 Figure R301.2(4), Table R301.2.1.3 R301.2.1.4 PROTECTION AT OPENINGS Wood structural panels (7/16" plywood) conforming to Section 1609.1.4, Exception 1 of the Building Code of NYS shall be provided unless other adequate protection is provided.. NAILING AND ENGINEERED CONNECTORS Sheathing shall be fastened to framing in accordance with the provided nailing schedule, see sheet A-101. Any framing connection that is not made with an engineered connector shall be nailed in accordance with the provided nailing schedule. All engineered connectors specifications shall meet or exceed the Icad resisting requirements of the W.F.C.M. for properly installed connections. Uplift connections shall be installed in accordance with manufacturers recommendations, at each required location. Holddowns shall be installed at all specified locations in accordance with manufacturers recommendations. MEANS OF EGRESS See Floor Plans, Sheet A102 for locations of required egress openings. PLUMBING AND SEPTIC Septic system shall be provided to meet current code requirements. All new plumbing shall be installed in accordance with curront code requirements. FIRE PROTECTION In accordance with Section R317.1.1 and A J102.3 of the Residential Code of NYS, smoke alarms shall be installed at the following locations: - In each sleeping room. - Outside each separate sleeping area in the immediate vicinity of the bedrooms. - On each additional story, including basement or cellar, but not in crawl spaces or uninhabitable attics. In addition, one carbon monoxide detector shall be installed on each floor level where sleeping quarters are located. Where internal wall and ceiling exposure permits access, all alarms shall be hard wired and smoke alarms intemonnected. In other areas where required, battery powered alarms shall be provided. ENERGY CALCULATIONS Calculations shall be provided utilizing an approach based on performance of the total building envelope, as set forth in the Energy Conservation Construction Code of New York State. All newly constructed elements, components, and systems shall be constructed accordingly. Contractor shall attempt to remediate existing conditions to the extent practible in the normal course of construction. Contractor shall retain and provide information necessary to verify compliance in accordance with Section N1101.2.4 of the Residential Code. LIGHT, VENTILATION AND HEATING Lighting and Ventilation data shown on this sheet. HVAC specifications are documented in an accompanying REScheck compliance report. DRAWING ISSUE NO DAT~ ISSUE FOR DRAWING RIgVISIONS BD DESIGN INC. PIJoNe(631)78[I-7919 r&~(fi31)788 5647 RIF, GEL ~COTTAGE FISHERS ISLAND, NY NOTES ~AND SCHEDULES A-106 7O ~ ~LuG'~ 27-LOT 2 ~ ~ ~ ~ ~ / /X / ~ :,,,.r!,., ;-- ~: ~:~ / **' ~o~ o~,~o~ ~~ ti 't ,-.. Tx-x, ~. ~ x~. t , 5 (w~.~ ~o; o:-~",TO.SO,~ ~ ~ 3.) P~N MADE FOR FISHER mS.ND DEVELOPMENT CORP. SHOWINO -~? ~ ~g ~ ~ST END LOTS FLED 9/25/9 , MAP A42 ~ X~ " " Z ~ k I ~' ~ FILTER ~ 1,) THIS SURV~ WAS PREPARED FOR THE PARTIES AND PURPOSE -~ ' / / ~ ~ ~ EXCEEDS THE SCOPE OF THE ENGAGEMENT CAST / / ~ t / X ~ ' CONCR~ COVERS~ k~ k 0, ~ , , ~ ~ ~"' ~ ~/ /~ : ~ND SURV~OR, TO ALTER AN iTEM IN ANY WAY, I,; ~ T'N FINIS~:¢DE N I , TO4 TON BOULDERB A , ARE THE pRODUCT OF THE ~NO ,URV~OR. ~ , / F 20" ,, ~,,~ ~ .............. GEOD~IC surv~ TRIANGU~TION STATION NIN 'INLET"' C:-'~"~",'~'~ NOT TO SCALE / ' X~ '~' --~ k ' Sm) SITE IS IN THE TOWN OF souTHOLD, couN~ OF SUFFOL~ TAX ~3 VENT~ ~' VENT~ ~ 7OUTL~ MAP 1000, SECTION 002, BLOCK 1, LOT 8.1 LIQUID L~EL~ 4 M .I %4" SCHEDULE ~4~ 118" PVU~ T 7,) SITE IS LOCATED IN R-120 ZONE. CROSS SECTION FISHERS IS~ND, NY 06~90 ~ 1 (651) 788-7919 1000 GALLONg') SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON SITE 2 COMPARTMENT~ SEWAGE DISPOSAL SYSTEM. SEPTIC TANK % ~0.) BASE FOR L~ELS: NGVB 1929. ~ o o o ~o~ TO SCAL~ ~ ~ o~ ~% > ~ ~ = ~ = ~ ~ o~ '~ ~ I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL ~,,~~ .[ T AND CONSTRUCTION OF SUBSURFACE SEWAGE ', '' ~ AND WILL ABIDE BY THE CONDTONS SET FORTH ~",:' :'...:',.., ,',' % THEREIN AND ON THE PERMIT TO CONSTRUCT, X CROSS SECTION ~ ~ z = ~ - ~ ~ SQUARE F[~ o PROPOSED CONTOURS DATE: 08/19/2004 QUALI~ CONTROL CERTIFICATION R~AINING WALL FILE J 4877 I ' 0 --0 RIBS [NBIDE~ ~ CHIMNEY :~ re;n, m~n, ~' INLET ~'"'~a" VENT~ ~" VENT~ ~( N~4' SCHEDULE I/8" PYB~ %'~