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Home My WebLink About30508-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33614 Date: 03/24/09 THIS CERTIFIES that the building NEW DWELLING Location of Property: MANSION HOUSE DR FISHERS ISLAND (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 6 Block 5 Lot 10 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 20, 2004 pursuant to which Building Permit No. 30508-Z dated JULY 23, 2004 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 FRONT PORCH AND REAR DECK AS APPLIED FOR. The certificate is issued to JAMES M DURYEA TRUST (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0134 03/13/09 ELECTRICAL CERTIFICATE NO. 2022721 09/29/06 PLUMBERS CERTIFICATION DATED 02/03/09 GLENN GELLO tho ed signature Rev. 1/81 D � � � pdL� Form No.6 D TOWN OF SOUTHOLD NGEPAR MAR 2 3 2009 BUILD TO"HALLTMENT 765-1802 TOWNIDG DEPT. DF SDDTH0T0 APP CATION 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 I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$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 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential$15.00, Commercial$15.00 Date. 1 SI DI New Construction: Old '({ .sj I or Pre-existing Building: y� (check cone) { Location of Property: 1 r o_mSlUU1 �7. f✓✓ t S� :.1- Y T0j0_4 N_ Y House No. �Street Hamlet Owner or Owners of Property: 'T&WL&CS (A \ i t)Lv- eGL Suffolk County Tax Map No 1000, Section 0010 Block S Lot Subdivision Filed Map. Lot: Permit No. Z Date of Permit. - 3 2 O Applicant: C" Health Dept. Approval: V Underwriters Approval: Planning Board Approval: — Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature of.Rg@�ss��L3r@1 R)MIMMM ME MIMI f5O BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 BUREAU OF ELECTRICITY S 40 FULTON STREET — NEW YORK, NY 10038 5 r 55 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 5 5 Z& S CONTR. INC. JAMES DURYEA 5 PO BOX 202 712 CENTRAL AVENUE C FISHERS ISLAND, NY 06390-0202, FISHERS ISLAND, NY 06390 CC5 Located at 712 CENTRAL AVENUE FISHERS ISLAND, NY 06390 5 5 Application Number: 2022721 Certificate Number: 2022721 S 5 Section: Block: Lot: Building Permits� 55 �x�vCl BDC: nsl1 � Described as a Residential 1800-2399 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 1�5 Basement,First Floor, Second Floor,Outside, c5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 S herein, was conducted in accordance with the requirements of the applicable code and/or standard Spromulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 29th Day of September,2006. 5 Name OTY Rate Baia Circuit Tvoe 5 Alarm and Emergency Equipment 5 5 Sensor 6 0 Carbon Monoxide 5 5 Appliances and Accessories 5 5 Exhaust Fan 3 0 F.H.P. S 5 Range 1 0 12.5 KW 5 5 Dish Washer 1 0 1.2 KW Furnace 1 0 Oil 5 Wiring and Devices 5 Outlet 48 0 Fixture 5 5 Fixture 44 0 Incandescent 5 5 Fixture 4 0 Flourescent 5 5 Outlet Ill 0 General Purpose 5 SReceptacle 68 0 General Purpose S Paddle Fan 9 0 Arc Fault Circuit Interrupter 6 0 5 Receptacle 1 0 20 amp Laundry 5 r5] Receptacle 1 0 30 amp Dryer seal L5� Receptacle 16 0 GFCI 5 5 Continued on Next Page I of 2 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 �� v o �n�nrn�nrsrr�n�n�lrr�nr nr n�nrrrrr��n�nrn�n�nrr�nrsrs��`nr nr nE : 1 r: ss�W�s��rrF�r.n� 0 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 Z&S CONTR. INC. JAMES DURYEA 5 5 PO BOX 202 712 CENTRAL AVENUE 5 5 FISHERS ISLAND, NY 06390-0202, FISHERS ISLAND, NY 06390 r5 CC5 Located at 712 CENTRAL AVENUE FISHERS ISLAND, NY 06390 5 C5 5 SApplication Number: 2022721 Certificate Number: 2022721 e� 5 Section: Block: Lot: Building Permit: BDC: ns11 �5 Described as a Residential 1800-2399 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 S5 Basement,First Floor, Second Floor,Outside, 5 eS A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 5 authority having jurisdiction, and found to be in compliance therewith on the 29th Day of September,2006. �5 Name OTY Rate Rating Circuit T 5 5 5 service 5 1 Phase 3 W Service Rating 200 Amperes 5 5 Service Disconnect: 1 200 cb 5 5 Meters: I S 5 S 5 5 NJ 5 5 5 5 5 5 5 sea. I �5 2 of 2 55 c1 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. IN 5 5 M �L��LPLs EJ�� TEL. 765-1802 op Opy TOWN OF SOUTHOLD �c OFFICE OF BUILDING INSPECTOR P.O. BOX728 p TOWN HALL SOUTHOLD,N.Y;. 11971 C E R T I F I C A T I 0 IV Date Z .3 0 / Building Permit No. Owner_ 2- -Q.s t)y' ' 1) (please priint) Plumber 6�4Hh 6e (please print) 1 I ,certify that the solder used in the water supply system contains loss than 2/10 of 18 .lead. . (plumber' s signature) Sworn to before me this 311 day of 1-re'/R a' *0'009 N terry Public Notary Public, County GEORGE E,REASODY,JR, MOTARrmuc Al1'OOMMISSOM F(PiRES 9�0.31.201[, 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. 30508 Z Date JULY 23, 2004 Permission is hereby granted to: JAMES M TRUST DURYEA 35 OVERLOOK ROAD LOCUST VALLEY,NY 11560 for DEMOLITION OF AN EXISTING SEASONAL COTTAGE AND CONSTRUCT A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA AND SCHD APPROVAL at premises located at MANSION HOUSE DR FISHERS ISLAND County Tax Map No. 473889 Section 006 Block 0005 Lot No. 010 pursuant to application dated JULY 20, 2004 and approved by the Building Inspector to expire on JANUARY 23 , 2006 . Fee $ 1, 916 . 10 Aut4brikd Signature ORIGINAL Rev. 5/8/02 10/27/2006 11:47 FAX 601 788 7798 FIMERS ISLAND UTILITY 2002 - FIELD INSPECTION REPORT DATE COMMENTS - W FOUNDATION(IST) --- Q ___________________---------_-� -- FOUNDATION (2ND) - -•-- -- - to O . ROUGH FRAMING 8c INSULATION PER N.Y. - --- STATE ENERGY CODE LA FINAL -' --' In . . ADDITIONAL COMMENTS A _ - C7 ��. w + APPEALS BOARD MEMBERS �gtIFFO(,rc Southold Town Hall Lydia A.Tortora,Chairwoman 53095 Main Road 1 Gerard P. Goehringer so : P.O.Box 1179 George Homing O Southold,New York 11971-0959 Ruth D.Oliva ZBA Fax(631)765-9064 Vincent Orlando �! �O Telephone(631)765-1809 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION j AUG 2 5 2003 MEETING OF JUNE 19, 2003 Appl. No. 5202 - DURYEA TRUST. _J Property Location: Mansion House Drive, Fishers Island; Parcel 1000-6-5-10. 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 an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 15,682 sq. ft. parcel is located along the west side of Mansion House Drive on Fishers Island, and is improved with a two-story frame dwelling and shed as shown on the site plan updated dated 5/12/03 prepared by Susan E. Young, Architect. BASIS OF APPLICATION: Building Department's July 18, 2002 and August 20, 2002 Notice of Disapproval, citing Sections 100-242A and 100-2446, in its denial of a building permit to demolish the existing dwelling and construct a new dwelling with front and rear setbacks at less than 35 feet. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on March 20, 2003 and May 15, 2003, 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: AREA VARIANCE RELIEF REQUESTED: Applicant wishes to construct a new dwelling with porch and deck areas, after demolishing and removing the existing building, as shown on Exhibit 5, Site Plan dated 5/12/03 prepared by Susan E. Young, Architect. The variance relief requested are as follows: (1) front yard setback at 13 ft. instead of the code requirement of 35 feet, and (2) rear yard setback at 15 feet instead of the code requirement of 35 feet. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. The granting of these variances will not produce an undesirable change in the character of the neighborhood, or be a detriment to nearby properties. The applicant has applied for a building permit to demolish the existing pre-existing building which is in a nonconforming location. The applicant plans to replace the existing building with new dwelling construction on the property. In this plan the applicant is increasing the existing nonconformity from 10 feet to 13 feet for the front setback. The applicant also proposes to reduce the existing westerly rear yard setback from 35 feet to approximately 15 feet. The applicant's survey shows northerly side yard setbacks at+-40 feet, and a second side yard setback of+45 feet,which serves as the front yard for the occupants. The location of the re-construction with expansion of the building footprint will not cause any detrimental changes to the neighborhood. Page 2—June 19, 2003 Appl. No. 5202—Duryea Trust 6-5-10 at Fishers Island 2. The benefit sought by the applicant cannot be achieved by some other method, feasible for the applicant to pursue, other than an area variance. The applicant states that the existing building has structural and architectural problems with differing roof pitches,which makes it prohibitively expensive to expand the existing building by creating an addition for expansion. The applicant has maintained that renovations are not feasible or cost-effective, and that demolition of the existing structure is necessary for economical reasons. 3. The requested variances are substantial because demolition of the applicants building is necessary, and because the applicant has proposed a substantial reduction to the-rear yard-setback, as noted by the Town Building Department's Notice of Disapproval dated July 18, 2002, amended August 20, 2002. 4. The proposed variances will not have an adverse effect or impact on the physical or environmental conditions in the neighborhood, or district because the applicant's proposed demolition and new construction will increase the established non-conforming front yard setback, and will maintain significantly larger side yard setbacks than required by Town Code, while reducing the rear yard setback as determined by the Town Building Department. The total lot coverage upon completion of the new construction will be +-19 percent. There are no wetlands or other sensitive environments on the property, and no evidence has been submitted to suggest that the proposed construction will have an adverse impact on physical or environmental conditions in the neighborhood. 5- The difficulty was self-created when the applicant planned to expand their living area and demolish the existing nonconforming single-family residence, after demolition of the existing residence. 6. The relief offered to this applicant is the minimum determined necessary for this applicant to enjoy the benefit of new construction, while at the same time protecting and preserving the character of the neighborhood, as well as the health, safety, and welfare of the surrounding community. 7. Grant of the requested variance is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of new construction, 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 Homing, seconded by Member Tortora, and duly carried, to DENY the relief requested, and to GRANT Alternative Relief as amended and shown on the site plan dated 5/12/03 prepared by Susan E. Young,Architect, SUBJECT TO THE FOLLOWING CONDITION: That the existing hedge row of arborvitae along Mansion House Drive will be maintained in good condition at all times to provide natural screening for the entire length of the building facing the applicant's front yard. This action does not authorize or condone any current or future use,setback or other feature of the subject property that Page 3—June 19, 2003 Appl. No. 5202—Duryea Trust 6-5-10 at Fishers Island may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Tortora (Chairwoman), Goehringer, Homing, Orlando, and Oliva. This Resolution was duly adopted (5-0). /lam rW��,�Ao — Lydia A. T ora, Chairwoman–Approved for Filing 6/8D /03 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 3 sets of Bui ding Plans TEL: 765-1802 .2 - Survey PERMIT NO. Check-t I OV Septic Form N.Y.S.D.E.C. Trustees Examined � v � ,20_ Contact: Approved I If 77 ,204 Mail to: Disapprov d a/c —� Phone: i1 � C C7 P5 j Building ector All 18 2M i J APPLICATION FOR BUILDING PERMIT rq r•, _t; ' ,,,7,1?01 D Date March 20 _, 2002 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 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 a Certificate of Occupancy is issued by the Building Inspector. 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. (Srgnatule opplicar r name,if a corporation) 215 Id RRFh St-, fie- G4• blew Yoxlc NY 10024 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Arch ec Name of owner of premises ,Tames M. Duryea Trust - (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. 13242-HI Plumbers License No. 554-P Electricians License No. 824—E Other Trade's License No. n96617 (Architect) 1. Location of land on which proposed work will be done: off Mansion umise nrii� Fishers Island, NY 06390 House Number Street Hamlet County Tax Map No. 1000 Section 006 Block 5 Lot 10 Subdivision Filed Map No. Lot (Name) --- 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy single family resiAanre b. Intended use and occupancy ' gle-_family 3. Nature of work (check which applicable): New Building Addition x Alteration Repair Removal Demolition y Other Work (Description) 4. Estimated Cost--_$100,00n Fee (to be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor 1/2 * 1/2 If garage, number of cars N.A. 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N.A. 7. Dimensions of existing structures, if any: Front 32, Rear 32' Depth 35" Height 25, Number of Stories 2 Dimensions of same structure with alterations or additions: Front 51 , Rear 51 Depth 481 Height 25, Number of Stories 2 8. Dimensions of entire new construction: Front 19' Rear 51 ' Depth 48' Height 991 Number of Stories 2 9. Size of lot: Front 189 1 (frrmam) Reaz 1 t37 Depth 71 1 ( averaaT 10. Date of Purchase April 20, 1999NameofFormer Owner ,Tames M. Duryea 11. Zone or use district in which premises are situated R-80 12. Does proposed construction violate any zoning law, ordinance or regulation: Yes - _ Rear Yard Setback 13. Will lot be re-graded__ No Will excess fill be removed from premises: YES NO x 14. Names of Owner of premises M- rn.=a Tmx*Address35 D;mxtrck lk1 rr,JSrV%eV"0 16 675 ml Name of Architect ate„ F vim, p r n Address 215 w- arlth st mr Phone No 212 724-7204 Name of Contractor mm g,;i io Address Bac 202, F.I.N.Y. Phone No. 091 788-Mgi 06390 15. Is this property within 100 feet of a tidal wetland? *YES NO X • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. see drawings provided 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 Ok Y ) being duly swom, deposes and says that(s)he is the applicant (Name o individual signing contract)above named, (S)He is the (Con actor, 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 -2?, day of iii 2002 Notary Public Sign ilpplic t 1V!CHML ROBERTS Notory Publlo, State of New York No. 31.4732345 CuanW In New York County Commiulon Expires June 30, 200 L FORM NO. 3 NOTICE OF DISAPPROVAL DATE: July 18, 2003 AMENDED: August, 20, 2002 AMENDED &RENEWED: May 13, 2003 TO: Susan Young A/C Duryea Trust 215 West 88`h Street New York, NY 10024 Please take notice that your application dated July 17, 2002 For permit to demolish an existing single family dwelling and construction of a new single family dwelling at Location of property: Mansion House Drive,Fisher's Island,NY County Tax Map No. 1000 - Section 6 Block 5 Lot 10 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XXIV, Section 100-242A,which states, "Nothing in this article shall be deemed to prevent the remodeling,reconstruction or enlargement of a non-conforming building containing a conforming use,provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings_" Therefore, the proposed construction, on this non-conforming 15,682 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXN, Section 100-244, which states that, on lots measuring less than 20,000 square feet in total size, the minimum required rear and front yard setbacks are 35 feet. The existing single-family dwelling has an existing rear yard setback of 35 feet and an existing front yard setback of 10 feet. Following the proposed construction, the new rear yard setback will be+/-15 feet and the new front yard setback will be+/- 13 feet. Total lot coverage, following the proposed additions/alterations will be+/- 19 percent. This application was amended on August 20, 2002 to include additional work proposed by the applicant. Initially the applicant proposed to make additions and alterations to the above referenced dwelling. Now, they wish to demolish the existing dwelling and build a new one. This was also amended on May 12 2003 and renewed after the plans were chap ed a ain. Auffioriied Signature S 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. w Duryea Nailing Schedule: Prescriptive design based on "Wood Frame Construction Manuel for One- and Two-Family Dwellings 2001 Edition" Table 3. 1. Loads from provisions and data presented in of the 2000 International Building Codes. Snow Load: 45 psf. Wind load: 120 mph (Three second gust) Exposure Category B (protected by tall trees and neighboring structures) . Joint Description Number of Common Number of Box Nail Spacing Nails Nails Rafter to Top Plate 3-8d 3-10d per rafter (Toe-nailed) (Table 3. 4A) (Table 3. 4A) Ceiling Joist to Top 3-8d 3-10d per joist Plate (Table 3. 4A)• (Table 3. 4A) (Toe-nailed) Ceiling Joist to 3/12 slope: 15- 3/12 slope: each lap Parallel Rafter 16d 15-40d (Face-nailed) 4/12 slope: 11- 4/12 slope: 16d 11-40d 7-12/12 slope: 7-12/12 slope: 4-16d 4-40d (Table 3. 9A) (Table 3. 9A) Ceiling Joist Laps Over 4-16d each lap Partitions (Table 3. 9A) (Table 3 . 9A) (Face-nailed) Collar Tie to Rafter 3/12 slope:3 3/12 slope: 3 per tie Face-nailed) assuming ea. end ea. end 12" strap 1. 5" wide 4/12 slope:2 4/12 slope:2 ea. end ea. end 7-12/12 slope:2 7-12/12 ea. end slope:2 ea.end (Table 3. 6A) (Table 3. 6A) Blocking to Rafter 2-8d 2-10d each end (Toe-nailed) Rim Board to Rafter 2-16d 3-16d each end (Toe-nailed) Top Plate to Top Plate 2-16d (1) 2-16d (1) per foot (Face-nailed) Top Plate at 4-16d 5-16d joists - ea. Intersections side (Face-nailed) Stud to Stud(Face- 2-16d 2-16d 24" o.c. nailed) Header to Header 16d 16d 16" o.c. @ (Face-nailed) edges Top or Bottom Plate to For walls < For walls 8- per stud Stud (End-nailed) 161high 2-16d 16'high: 2-40d Bottom Plate to Floor 2-16d (1) , (2) 2-16d (1) , (2) per foot joist, Bandjoist, Endjoist or Blocking (Face-nailed) Joist to Sill, Top 4-8d 4-10d per joist Plate or Girder (Toe-nailed) Bridging to Joist 2-8d 2-10d each end (Toe-nailed) Blocking to Joist 2-8d 2-10d each end (Toe-nailed) Blocking to Sill or Top 3-16d 4-16d each block Plate (Toe-nailed) Ledger Strip to Beam 3-16d 4-16d each joist (Face-nailed) Joist on Ledger to Beam 3-8d 3-16d per joist (Toe-nailed) Band Joist to Joist 3-16d 4-14d per joist (End-nailed) Band Joist to Sill or 2 16d 3-16d per foot Top Plate (Toe-nailed) Structural Panels 8d 10d 6" spacing @ As per Table As per Table edges, 3. 10 3. 10 perimeter, lookout block, rake, end wall. 12" spacing @ panel interior Gypsum Wallboard 5d coolers 5d coolers 7" edge/10" field Structural Panels 8d 10d 6" spacing edges 12" spacing interior Gypsum Wallboard 5d coolers 5d coolers 7" edge/10" field Structural Panels 1" or 8d 10d 6" edge/12" less 10d 16d field Structural Panels 6" edge/6" greater than 1" field 1 . Nailing requirements are based on wall sheathing nailed 6 inches on- center at the panel edge. If wall sheathing is nailed 3" on-center at the panel edge to obtain higher sheer capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain the load path. 2 . When wall sheathing is continuous over connected members, the tabulated number of nails shall be permitted to be reduced to 1-16d nail per foot. 3. Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted, check IBC for additional requirements. y r r Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release ld Data filename: C:\Program Files\Check\REScheck\Duryea.rck PROJECT TITLE:Duryea Cottage on Fishers Island COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached I or 2 Family HEATING TYPE:Non-Electric DATE: 04/02/04 DATE OF PLANS:9/01/03 PROJECT DESCRIPTION: Single family house Off Mansion House Drive Fishers Island,NY 06390 DESIGNER/CONTRACTOR: Susan E.Young,R.A. 215 West 88th Street New York,NY 10024 212 724-7204 COMPLIANCE: Passes Maximum UA=532 Your Home UA=515 3.2%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 2: Cathedral Ceiling(no attic) 200 30.0 4.0 6 Skylight 1 QVM306: Metal Frame with Thermal Break:Double Pane 7 0.340 2 Ceiling 3:Cathedral Ceiling(no attic) 1576 30.0 4.0 47 Skylight 2 QVM306: Metal Frame with Thermal Break:Double Pane 7 0.340 2 Skylight 3 QVM656: Metal Frame with Thermal Break:Double Pane 11 0.380 4 Wall 1: Wood Frame, 16 o.c. 3025 19.0 4.0 130 Window 3024(14): Wood Frame:Double Pane 168 0.530 89 Window 3026(6):Wood Frame:Double Pane 84 0.530 45 Window 3028(8):Wood Frame:Double Pane 112 0.530 59 Window 3232(4):Wood Frame:Double Pane 25 0.530 13 REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release Id DATE: 04/02/04 PROJECT TITLE:Duryea Cottage on Fishers Island Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 2: Cathedral Ceiling(no attic), R-30.0 cavity+R-4.0 continuous insulation Comments: Over 1st Floor [ ] 2. Ceiling 3: Cathedral Ceiling(no attic), R-30.0 cavity+R-4.0 continuous insulation Comments: Over 2nd Floor(Roof) Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity+R-4.0 continuous insulation Comments:Part E&W Walls w/Dormer Windows: [ ] 1. Window 3024(14): Wood Frame:Double Pane,U-factor: 0.530 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 2. Window 3026(6): Wood Frame:Double Pane,U-factor: 0.530 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 3. Window 3028(8): Wood Frame:Double Pane,U-factor: 0.530 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 4. Window 3232(4): Wood Frame:Double Pane,U-factor: 0.530 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 5. Window 8040: Wood Frame:Double Pane,U-factor: 0.530 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ] Yes[ ]No Comments: Skylights: [ ] I 1. Skylight 1 QVM306:Metal Frame with Thermal Break:Double Pane,U-factor: 0.340 For skylights without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: Over Dining Area qvm 656 [ ] 2. Skylight 2 QVM306:Metal Frame with Thermal Break:Double Pane,U-factor: 0.340 For skylights without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments:Over Bathroom [ ] 3. Skylight 3 QVM656: Metal Frame with Thermal Break:Double Pane,U-factor: 0.380 For skylights without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ] Yes [ ]No Window 8040: Wood Frame:Double Pane 24 0.530 13 Door 1: Glass 68 0.460 31 Door 2: Solid 49 0.380 19 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1898 30.0 4.0 55 Boiler 1: Other(Except Gas-Fired Steam), 80 AFUE 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 attesting that to the best of his/her knowledge,belief, and professional judgment,such plans or specifications are in compliance with this Code. Builder/Designerp Date RED ARC, S/J�� cn O t N TFOF NEW y Comments:Over Common Room I Doors: [ ] 1. Door 1: Glass,U-factor:0.460 Comments: [ ] 2. Door 2: Solid,U-factor: 0.380 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity+R-4.0 continuous insulation Comments: Heating and Cooling Equipment: [ ] 1. Boiler 1: Other(Except Gas-Fired Steam), 80 AFUE or higher Make and Model Number I 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-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls, and floors. I 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 detemilned. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I 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: [ ] I 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. I Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fr replace 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/off heater 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 T or chilled fluids below 55 `F must be insulated to the levels in Table 2. Table l: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation 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: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) May 13 03 08: 18a Susan Young (212) 724-9779 p_ 2 i I !g �1 $ °G I SIDE YA w I ]EOK -?y` �{\ —ARaR a- LOCw `I OF ExiSTNG bER11� �.!x[C�`��5�]'(�,k' j vRo'agR ww YMID EXISTING R[;._F V '�_• �`/`J�"��l�'�v^"� • � ' "� ,�� FRONT YARD ^I I Y✓i a'Sl�r I REAR YARD :1 �4�-`•S'. T I Ioarsc .� `-1 s-j�lxlC4i J, 9-5, —� 1 / SIDE_`rARD IQ .ry I � I U=, KQ'. J I EXI TIN _XIS'!"I G PARKING AREA j. ' Q I I / • ii .ATFA [F/MCE I I IV I— 1 ._- l- I J—L ___— —� � --------- ., T i._ __ I _E6SF�PN7-- SHARED D R Y F. -F GS.bt_SQ.IyyyS—A+1_D—i E . P-RQ P E- ' R T-IES(IN FIELD M�ASURE�ytEpLTl---�� EXHIBIT 5 SITE PLAN UPDATE: 5/12/03 _ _SCALE V 16 FEET 24 _8 16 _ _ 32 =3 PROPOSED t2Z DEMOLITION EXISTING TO REMAIN 6. GRAPHIC SCALE IN FEET T _ TOWN OF SOUTHOLD PItOPERTY RECORD CARD OWNER STREET VILLAGEt� DISTRICT SUB. LOT ' /�! +R Or NQ tl N C .L E ACREAGE 3 D S / W TYPE OF BUILDING -4c, f, /. /" v RES. SEAS. Z 66 VL. FARM COMM. I IND. I CB. MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS G Cay E" �.��'✓ � , O to � � - L l f L's4 - �, v � { ,Y , � ' — t+ AGE BUILDING CONDITIO NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD Tillable 1 BULKHEAD Tillable 2 DOCK Tillable 3 Woodland -- Swampland Brushlan s House Plot Total . :: wad i- � ■■■■■■w■■■■NNw r r- Nwu�au Y 4 ,moi °' .�. CJI:n��/■!■■F� -�� ■TIN Vi■ ■N■N�fi/ M. i 3jv FoundationBoth Extension `E t. Walls Extension I re Place Heat i Porch 00 -e r-eb Roof Type z-,,4 Porch Rooms Ist Floor Breezeway "Patio Rooms 2nd Floor Garage Driveway i -_ Dormer 2-0 ®� ��I � BUILDING PERMIT EXAMINER CHECKLIST ` DATE REVIEWED: A / �� /04 APPLICANT: �loc �-( I�U�� DATE SUBMITTED: / /04 SCTM# DISTRICT: 1,000, SECTION: Co , BLOCK: '5 , LOT: 1—SUBDIVISION: NJR ADDRESS: 4MOA MW V _CITY: ILJMJQD ZONING DISTRICThN CONFORMING?j�b BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO _/BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LATS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1 REQ. LOT SIZE: _ACT. LOTS a9. ACT. LOT COV. I Q7 REQ. FRONT 3 PROP. FRON �' RE SIDE COV. Z ACT. SIDE REQ. REAR PROP. RE REQ. HEIGHT PROP. HEIGHT Zs 4 PROJECT DESCRIPTION: dna fi Q&I V- _ '--,- 9j2 � ESTIMATED PROJECT COST: �CZH�rffEEN_)GINEER: WATERFRONT? Ab DESCRIPTION: PANEL # FLOOD ZONE:-2-- APPROVALS ONE:APPROVALS REQUIRED ,__.SUFFOLK COUNTY HEAL ES r NO, (BED#): DTE: (2-1 PERMIT#: "°0 S-6 OWN SEPTIC RECEIPT• -NEW YORK.ST bE r f- /u7s YE or DTE: / / PERMIT#: SOUTHOLD TOWN TRUSTEES: o DTE / / PERMIT #: TOWN ZONING BOARD-APPROVAL• E DTE: 6 /!L/ 3 PERMIT#: SZD2, TOWN PLAN. BOA"APPROVAL: _,-,DTE: I I PERMIT#: TOWN HISTORICAU,PRE (SPLIA): YES NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): Y S o NO NOTES: FEE STRUCTURE: FOUNDATION: I SF FIRST FLOOR: ail SF SECOND FLOOR: 1 75 2-- _SF OTHER: / . 1" SF INIT OTHER TOTAL TOTAL: tet 2 SF FEE FEE FEE 1. ( SF)- ( �e� SF)=SY9 2SF X$ J" +$ _ $ 8 27, 6 '12r� /( f /� SF)- ( v SF)= �j�D SFX$-/ $ +$ +$ = $ 9 � 3. ( SF)- ( SF)= SF X $ =$ +$ +$ _ $ FINAL TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speech 120MPH Seismic Design Category: B Weathering: Severe Frosepth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice hield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: ✓ a . -� HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: Z-1/ �ESIGN CRITERIA: ENGINEERED/PRESCRIP 1 FULL FRAMING DESIGN ELEMENTS Y HEADERS: Y/N IkVALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE:Y/N ESIGN LOAD CALC TIONS: Y/N LIVE: Y/N DFp SNOW:Y/N SE MIC: Y/N WIND: Y/N WINDOW AN ' COR SCHEDULE: MIS"IST RQUIREMEN . V l ESS 5.7 Lf'3HT 80 VENT 40 NAILING/CO TRUCTION SCHE LE: Y/N MEANS OF EGRESS/�f/N V/ PLUMBING RISER DIAGRAM- LOCATION OF FIRE PROTEC ON EQUIPMEe.�/N TRUSS DESIGN: Y/N CERTIFICATION: ENERGY CALL /N TOTAL COMPLIENCE Y/N (RETURN TO PAGE ONE) _ $a ; s tri; 19go . .. „ � G 4� f V. O 14 . v �' S cr �` � _ •�tiYl i ; let d o Z,.* Mita P4 9�. V a J9ro a IA �4lea � � - :K Wf6L�.yF.f QY �NQ .clw�¢Y..A Q'LJa7,Y"b.4 Y•' 1 r .. 3 V,3 .De-WoNi Lo At t � rieLJ i>cK w.I r ,r i 4 L J � L �- ��' - � oA ('!'-"! 4� �y1 "` �-x`g ri'.r Erna ,•,tn V NUE � E FO% ^ m m c � a E ril Njj U N o FG+ co U $ h Q V o �( F h T U43 o � a � w z = \ \ a b O N 50 N/F \ W JANE H. GOSS \ (SINGLE FAMILY RESIDENCE \ – ON-SITE SEPTIC & ' MUNICIPAL WATER) - N 844400• E \ LOCATION MAP SCALE 1 "=400' 53.40' \ _ - � ttR ..� r C 15.3' DECK 13 \ 15.0' 13�R NOTES PER 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE VARIANCE G INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED \ �.,yw ,, AGREED TC BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE \ OF THE ENGAGEMENT. \ A \ w 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO \ r m g ALTER AN ITEM IN ANY WAY. Z)Of ('L w IA I 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S cac \ c + SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT G i 13, OF THE LAND SURVEYOR. 4 \ ' 1500 GAL. 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND LLJ 0 w Z O PORCH X65 I SEPTIC TANK GEODETIC SURVEY TRIANGULATION STATION "PROS" g }- _ CENTERUNE OF \ EASEMENT FORO O p F ONE \��i y f �'y, 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP POLE w O Q -- 516. 656' j 1000, SEC110N 006, BLOCK 5, LOT 10. Of Of IL Q = g U 6.) TOTAL AREA = 0.41f ACRES. O w Z In 0 _ OL U N N 86'20'00' WL 7.) SITE IS LOCATED IN R-40 ZONE. Z Of / LEACHING POOLS < = J N47* 76.87'46'30^N .- 8.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL � co Q 24't POLE o w I SYSTEM, z A185 APPROXIMATE nl Q I LV WATER SERVICE o Q LOCATIONg YL I:U EXISTING w N/F iN}1 , PARKING AREA R. MASON GOSS OF (VACANT LAND) —� CENTERLINE EASEMENT FOR I �– S 83'30'40" W POLE LINE I u; (NO EXISTING -� 88.00' 69't OVERHEAD WIRES) N80'32.10 V I CENTERUNE OF I —�– EASEMENT FOR In = WATER ONE I I Z u O w I N I > w I � � I o I I z I D IFFQ, 3 I- 3a p .ZD Q m �� - , Ji� �.� 'i 0 o o I O o a o I I DATE: 10/09/2006 FGFNn SCALE: 1 " = 20' N/F Now OR FORMERLY QUALITY CONTROL CERTIFICATION I GROUP REVIEWED DATE PROJECT MANAGER (A 1 SURVEY20 10 O 20 a, I SHEET ENVIRONMENTAL I ry,_,I ly( q„d GINL RE 1 OF 1 IV„ GRAPHIC SCALE IN FEET STRUCTURAL p tfyy�� ARGHREGTURAL FE'S W 1: A112 FILE 3 LBUFF.GO.V7�,V ."'7�!� rCs 1 FFlC¢ NUE U \ \ FOX A� a W N o 6 LOCKING CASTING -� [HJ 00 t / \ TO GRADE PROPOSED GRADE 4 A \ \ .O ENaCAP TWE Cd LEVELING DEVICES M Z w go / \ MIN. 4• TT I-� td Ch ABOVE N. INLET 2" MI + \ OUTLET INVERT 2" MIN. - E Qp�a "C m P \ \ 10 GO GO GO ptl BAFFLE REQUIRED •-+ GO / + IFINLET PITCH EXCEEDS I/2" PER FOOT TYPICAL DISTRIBUTION BOX D y Ali, NOT TO SCALE O a GIG wA M �� w l N/F \ \ l JANE H. LOSS N 4011.11 \ 10'-6" 99 w 1 (SINGLE FAMILY RESIDENCE W 1964. \ KNOCKOUT INLET AND w ON-SITE SEPTIC & OUTLET OPENINGS \ MUNICIPAL WATER) \ \ N ea•aa'oo" E RIBS INSIDE LOCATION MAP SCALE 1 "=400' � 53.40' GG \\ N \ 5i�FOTir. 1'CJUN'I"v T�PAL"71V,cNT Oil HEALTH SERVICES - \\ 2 \ CAST PliIl;,iyT'5'C.^,€vnP%r'Lyb:r.AIL fVit•C[,*,nIS'G'R7.YIL"F?ON FO RA V A CONCRETE COVERS :,EiN�u:'4TtiSvC71L'11f7.C"'4,luPi.�1Sf�3,Y T \\ \ •= PLAN DA'LG FILL£;E NO.. 0. a 3_0 \ COVER LOCKING CASTING �NNO N TO GRADE TO GRADE POill'J'nC,1 Cf."LCi9':F�_L_ ESL*."+i3 \ \ IF DROP 'T' FINISHED GRADE S Y -in?� -T` Pr - V IS USED EXPIRES T,,F?_•1L ;n'1„^.fi�Ftl',b' A.P ' AL DECK O \ 4He 412.6/12.6 A. WI E MESH ---- - — - \\ \ 3p'k < � 2D” 6 x 6 6/6 G WIRE MESH TEST HOLE DATA P6 p6 E � min. mi _F6" BY: R. STF'OUSE P.E.,L.S. 09/09/03 V VARIANCE ITT JTMi ¢ I) i I;I s ; ;I ��,�': f + -, Nth 0"-19" TOPSOIL INLET 3" VENT�'J 3" VENTS OUTLET \ �.. .+(}•J, ,,,,, 19"-48" SANDY SUBSOIL rl fL r' yI V LIOuiO LEVEL e 48"- 9' SAND 1 4 OUTLET I I m ASPHALT SEA_ TINED w 9'-15' SANDY TILL I--• ' m CONTINUOUS HOT uNEOW" WATER 0 14.5', NO LEDGE ;I in 1/D' PVC N IN SCHEDULE 140 RO. G45< O „ I , f2ESIDENF�CyE�y I yI /� \ N 3910.07 INLET BAFFLE�. V'� fl3flil pELJ4iV- i R�' I - J DEFLECTO W 1927.70 i cl� MAP REFE ENCES I— N 4° �3" W O ;s syl q`, E2E$�DENCE yta' CROSS TION 1.) PLAN OF PROPERTIES TO BE CONVEYED TO WILLIAM D, & MARY A. > >- PROPOSED DURYEA AND TO MARY 0. ROBINSON; FISHERS ISLAND, N.Y.; SCALE: 1"=40 cl BENCHMARK (P.K. NAIL) ' 1500 GALLON - 2 COMPARTMENT FT; CHANDi ER & PALMER, ENGRS,; OCT. 1960 0 Do GAL CENTERLINE OF \ PORCH PORCH I sSE�n NK ELEVATION = 28.15 •I SEPTIC TANK a 0 >_ N EASEPOLE LINE ��i 2&Q T FOR1 NOT TO SCALE OJ, E C 2y\ 2.3 I— d.OSES ~ CL Z 0 422" �oYq# O /r 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE It - - C N 86.20'a / INDICATED -IEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED O_ to C PROPOSED 8' DEEP AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE Of w _ 76.87• LEACHING POOLS OF THE ENGAGEMENT. 3- N4746'30"W - 24f Ll POLE I Haid w ' 2,)IT IS P, VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO Ld APPROXIMAT1 r-�' ALTER AN ITEM IN ANY WAY. E / WATER SERVICE- £ �I'EXo LL 24 LOCATION I 50% PANSION +n 6'� 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S EXISRNG EXISTING / IF NECESSARY o W .� ' SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT N/F SHED PARKING AREA o 0l o v o o OF THE LAND SURVEYOR. 4" DIA. KNOCKOUTS R. MASON GOSS / a o 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND CENTERLINE OF is GEODETIC SURVEY TRIANGULATION STATION "PROS" (VACANT LAND) / �I EASEMENT FOR �- 9 83.3040 'R POLE LINE o UL (NO EXISTING • ^ ° ° � � � ° ° 5,) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP — 69,1: OVERHEAD WIRES) 4,•�,�•,,' 1000, SECTION 006, BLOCK 5, LOT 10. 8 6'-0" DIA' '.'.�'I, ' N80.3`'10"W M 6.) TOTAL AREA = 0.41t ACRES. 11 M CENTERLINE OF 7,) SITE IS LOCATED IN R-40 ZONE. z EASEMENTWATER INE I EXPECTED HIGH GROUND WATER 8.) APPLICGINT: JAMES M, DUREYEA TRUST rn o 35 OVERLOOK ROAD Z a LEACHING POOL LOCUST VALLEY, N.Y. 11560 CROSS SECTION (51 s) 676-2721 _ w NOT TO SCALE 9,) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL rn SYSTEM. I 10.) BASE FOR LEVELS: NGVD 1929. w a I I o o z ~ o � I a � I o m N Ld ui m I a o p U Z I+1 W G I I W Y O w U O L in O O O I U DATE: 09/08/2003 I I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL LEGEND SCALE: 1 ° = 20' AND CONSTRUCTION OF SUBSURFACE SEWAGE N/F NOW OR FORMERLY :.,•?, QUALITY CONTROL CERTIFICATION I I DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE SF SOUARE FEET AND WILL ABIDE BY THE CONDITIONS SET FORTH GROUP REVIEWED DATE PROJECT MANAGER y s, .$ THEREIN AND ON THE PERMIT TO CONSTRUCT. — 70 — EXISTING CONTOUR SHEET a SURVEY �T — 10 — PROPOSED CONTOUR 20 70 0 20 1 OF 1 ENVIRONMENTAL LICA BUILDING SETBACK LINE GRAPHIC SCALE IN FEET _ CIVIL '7(U[,7 STRUCTURAL 13 ARCHITECTURAL FILE 34771 PROPERTY DESCRIPTION GENERAL NOTES OFF MANSION HOUSE DRIVE, FISHERS ISLAND, NY 06390 I. BEFORE STARTING WORK,THE CONTRACTOR SHALL OBTAIN AND POST ALL 16. STRUCTURAL DESIGN LOADS. +'•�'""'�P w APP OV AS NOTED TOWN OF SOUTHOLD, COUNTY OF SUFFOLK REQUIRED PERMITS AND SHALL VERIFY EXISTING DIMENSIONS AND CONDITIONS ATT7J ' ,, �+�T AS PER THE CODE OF NEW YORK STATE RR301.2.1.. CONSTRUCTION IN THIS HIGH r v DISTRICT 1000, SECTION 006,BLOCK 5, LOT 10 THE BUILDING AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. WIND REGION (ABOVE 110 MPH) SHALL BE AS PER THE WOOD FRAME _ ;,4^. '+ J;;".';;:+" DATE: 23 B.P.# 36� USE: AND OCCUPANCY: "R"ONE FAMILY DWELLING CONSTRUCTION MANUAL FOR ONE- AND TWO-FAMILY DWELLINGS, 1995 HIGH "?t' 51�'=F^=`"I'' FE TYPE OF CONSTRUCTION: CONVENTIONAL LIGHT FRAME CONSTRUCTION 2. ALL WORK SHALL CONFORM TO APPROVED PLANS,ALL APPLICABLE BUILDING WIND EDITION. . ! �" NOTI Y BU D V. w'-«j' LL DES OF TOTAL AREA OF PROPERTY: .36=-ACRES= 15,681.6 S.F. CODES RULES AND REGULATIONS, PRESCRIPTIVE DESIGN CRITERIA SHALL BE USED BASED ON THE UPDATED OD fir' L COMELY WITH OWNER: JAMES M. DURYEA TRUST, 35 OVERLOOK ROAD, LOCUST VALLEY, NY 11560 THE NEW YORK STAT &T WN CQ4ES ' 768-7802 AM 4PM- OW 676-2721 3. ALL WORK IS TO BE IN CONFORMANCE WITH THE INTERNATIONAL RESIDENTIAL FRAM CONSTRUCTION MANUEL FOR ONE-AND TWO-FAMILY DWELLINGS 2001 FOLLOW) Ri EDITION." 9 7 FOUND A ION - AS REQUIRED AND ON 1710 SOF CODE,AND ANY OTHER APPLICABLE CODES. IF ANY WORK DESCRIBED IN THE FOR H � ' � 1D1111 7 CONTRACT DOCUMENTS IS FOUND TO VIOLATE APPUCABLE CODES THE WIND LOAD: 'IN"��"rTM'++ I r3 NSULAT 2. ROUGH i fi $OUTHDID' OWN ivasm NKIG�BOII�AD ARCHITECT SHALL BE NOTIFIED IMMEDIATELY BEFORE STARTING WORK. TASTES) MILE WIND SPEED (MNHJ ASSUMED Al 120. EXPOSURE CATEGORY B. a,' '* 4. FINAL - RUCTION MW +Yrs EES , r+rF , F -+fit BE CO E FOR C.O. SOUTHOLDT SCOPE OF WORK 4.THE CONTRACTOR SHALL MAKE CONTINUOUS OBSERVATIONS OF THE STRUCTURE SEISMIC LOAD: ) L^ r °'r r a IT r� ALL CONS R K)N SHALL MEET THE NY.S.DEC AS PER THE CODE OF NEW YORK STATE FIGURE RR 301.2 (2) THE SUBJECT PROPERTY /ym ° n r 4 ;r hl" rr4rr 1. DEMOLITION OF THE EXISTING ONE FAMILY DWELLING. DURING THE PERFORMANCE OF THE WORK. SHOULD THE CONTRACTOR BECOME LIES IN SEISMIC DESIGN CATEGORY B. UNDER RR 301.1.1 SEISMIC PROVISIONS OF Itl% " I r' ��rrx x'^ W REQUIRE NT OF THE COOESOFNE.W SIDE YARD 2. CONSTRUCTION OF A NEW ONE FAMILY DWELLING WITH CELLAR AWARE OF ANY SITUATIONS THAT REQUIRE FURTHER INVESTIGATION OR STUDY THE CODE SHALL NOT APPLY. r - %! �(•• YORK ST E. T RESPONSIBLE FOR O DESIGN 0 NSTFiUCTK81 ERRORS PL ER CER LOOKING NORTHWEST (PROPOSED) 3. HEIGHT: 22 FEET (AVERAGE BETWEEN ROOF PEAK AND EAVES (SUCH AS CRACKS IN MASONRY,STRUCTURAL DEFECTS IN THE BUILDING OR SEISMIC USE GROUP: I •. ..• . x° e •• •, •• , T1 CAT 3. NO CHANGE OF USE OR OCCUPANCY IS PROPOSED. FOUNDATION,ADDITIONAL DEFLECTIONS, ETC.I HE OR SHE SHALL NOTIFY THE N L o CE OF B GRAVITY LOADS: ,�' M ";1Lt) : �;, I 1e e• Aga TE OF UP NCY ARCHITECT. ROOF LOADS (PST): + ru„ a d t+RGPQBkD'k7fEOK , e•i- LD BUSED IN ATER 5. ALL STAIRS SHALL BE AS PER AS THE INTERNATIONAL RESIDENTIAL CODE'�SECTION RAFTERS 4PSF r '" y'• r• 'rfft�j - aw . ..•:; ;{"-r•::• •• •• 10 Q$ PL SYSTEM LEAD. NNOT PnoPa a". r E GENERAL ZONING NOTES R-80 RR 314• I. ;+ I. THE LOT LIES WITHIN THE LOW DENSITY RESIDENTIAL R-80 DISTRICT WHICH IS LI SHEATHING 0 PSF ROOFING 3 PSF - "` o� e.°�`•.v:•° ;:,y sa° . E DESCRIBED UNDER ARTICLE III Of ZONING CHAPTER 100 FROM THE CODE OF THE 6. ALL EXITS SHALL BE AS PER INTERNATIONAL RESIDENTIAL CODE SECTION) RR 311 INSULATION 1 PSF D DEAD LOAD= 12 PSF RE INS ORM RUNOFF N O SOUTHOLD,TOW F REAR YAR • FRONT R I W D O Y DE SECTION N R30 .5 HERE LIVE LOAD DEAD LOA P" NEW YORK STATE CO S �TO AS PER N TO 45-IOC E ' . -� SE TUR RS 7. INSTALLATION OF ALL BUILDING MATERIALS SHALL BE AS PER MANUFACTURERS THE ROOF SHALL BE DESIGNED FOR THE LIVE LCAD, 2. THIS .36 ACRE 15,561 S.F. LOT IS NON CONFORMING AND THEREFORE IS SUBJECT INSTRUCTIONS. '}` uNn WL OF TO SECTION 100-244 OF THE ZONING CODE OF THE TOWN OF SOUTHOLD. LIVE LOAD = 45 PSF (GROUND SNOW LOAD: 45 PSF AS PER FIGURE 1608.2 lyr '°'-9 '• 8. CONSULT OWNER BEFORE DISCARDING OWNER'S FIXTURES HARDWARE OR "GROUND SHOW FOR NEW YORK SI'A'fE, BUILDING CODE OF NEW YORK STATE) I ••• .• •'�' 3.THE USE OF THE PROPERTY FOR A SINGLE FAMILY RESIDENCE IS IN COMPLIANCE FITTINGS. •••• 8Un,41NS ...�s,,;r--: �::::;:•:: •• ALL WITH THE ZONING CODE Of THE TOWN OF SOUTHOLD, 2ND FLOOR LOAD(PSF): ?' MEET THE 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY ON NE JOB JOISTS 4 THE PLYWOOD 3 AT,F� SETBACKS SITE AND FOR KEEPING OUT UNAUTHORIZED PERSONS. FINISH FL, 4 - PARI IT ONS 6 I. UNDER SECTION 100-244 OF THE ZONING CODE OF THE TOWN OF SOUTHOLD, 10. DRAWINGS AND NOTES CONTAINED IN THIS SET ARE AN INSTRUMENT OF DEAD LOAD = 17 FOR LOTS UNDER 20,000 S.F. REQUIRED SbrBACKS ARE AS FOLLOWS: SERVICE AND AS SUCH REMAIN THE PROPERTY OF THE ARCHITECT. THEY MAY NOT LIVE LOAD = 30 AS PER TABLE 1607.1 BUILDING CODE OF NEW YORK STATE LOOKING NORTHWEST EXISTING 1 '•''•�:':""•"•"'R • OCCUPA e._e•:. :.:::'::. :• - USE FRONT YARD: 35 FEET BE COPIED, EXCERPTED OR REUSED BY OTHERS OR USED FOR ANY OTHER PURPOSE b IS W SIDE YARD: 10 FEET THAN FOR WHICH INTENDED OR ISSUED WITHOUT THE EXPRESS PERMISSION OF THE 1ST FLOOR LOAD(PST): STS 4 BOTH SIDE YARDS: 25 FEET ARCHITECT, PLLYIWOOD 3 °" -�j WITHO : R IFI ATE; REAR YARD: 35 FEET FINISH FL. 4 /� Mn y PARTITIONS 6 SIDE YARD OF OCE^ N �7 2.. PROPOSED SETBACKS: DEAD LOAD= 17 r FRONT YARD: 13' LIVE LOAD = 40 AS PER TABLE 1607.1 BUILDING CODE OF NEW YORK STATE SIDE YARDS: IN COMPLIANCE STRUCTURAL NOTES T' _ REAR YARD: 15'± I. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND LEGEND' - 3. AREA VARIANCE BY THE BOARD OF APPEALS IN ON FILE Ar THE SOUTHOLD MAKE SAFE ALL FLOORS, WALLS AND ROOF OF ADJACENT PROPERTY A5 Fn L 6 H BUILDING DEPARTMENL CONDITIONS REQUIRE. EXISTING TO REMAIN � Ilu+l ,L d'r wi " - a" +r " h g2 Z LOT COVERAGE COMPLIANCE 2. BOTTOM OF FOOTING SHALL EXTEND BELOW FROSTUNE-VERITY DEPTH). PROPOSED C_-_____-� r 1 y N g 8 z 'fiX9 IN�� : EXISTING PARKING AREA Q 1. PROPOSED CONSTRUCTION IS IN COMPLIANCE WITH THE LOT COVERAGE 3.THE FOUNDATION AND FOOTINGS SHALL REST ON UNDISTURBED SOIL O)F SMOKE DETECTOR ® LOOKING SOUTHWEST (PROPOSED) G ; REQUIREMENTS OF SECTION 100-244 OF THE ZONING CODE OF THE TOWN OF MINIMUM BEARING CAPACITY EQUALT03000 PSF. SOUTHOLD WHICH STATES THAT FOR LOTS UNDER 20,000 S.F.THE ALLOWABLE LOT COVERAGE IS 20 PERCENT. THE TOTAL LOT COVERAGE PROPOSED BY 4. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE OF MINIMUM SECTION ✓P:. �. _ NEW CONSTRUCTIOCTIO IS 3 N IS 19.9 PERCENT. COMPRESSIVE STRENGTH EQUAL TO 3000 P51 AT AGE 28 DAYS. e q me °ertHe° 4 2. CALCULATIONS: 5. PROVIDE POSITIVE DRAINAGE AWAY FROM HOUSE AT FOUNDATION. •' „� 'T ED R Irk S SIZE OF LOT: .36 ACRES OR 15,681.6 S.F. 43,560 S.F. X.36 = 15,681.6S.FJ ABBREVIATIONS. ,u m ;F .;,,'• . ( -B EBR) REGION b. DUE f0 THF.TQWN;pf-OF LOCATION IN A WIND-BORN DEBRIS ALL GLAZED OPENING'SHALL.COMP;LY WITH GLASS THAT MEETS THE LARGE MISSI.E senaeo oelvEwgv P ALLOWABLE LOT COVERAGE: 20°l OR 3.136.325.F. (15,681 S.F. X,2 = 3,136.32 S.F.) A.F.F, ABOVE FINISHED FLOOR. °1 ':.^ "a , , -(^, F;, ec-ess--co *+Lis TEST CERTIFICATION OR WITH STRUCTURAL SHUTTERS WITH ATTACHED HARDWARE @ AT o�R HELD M gsuRE ee•_o• EXISTING LOT COVERAGE: 1710 S.F. AS REQUIRED. B4O, BOTTOM OF = HOUSE: 960 S.F. BSMNT. BASEMENT '' " PORCH: ISO S.F. C.H. CEILING HEIGHT 7. ALL EXPOSED WOOD IS TO BE PRESSURE TREATED OR ROT RESISTANTSU4CH AS SITE PLAN: SCALE I"= 16 FEET PLUMBING , DECK:480 S,F, CEDAR OR REDWOOD. CL CENTER LINE ALL PLUMBING WASTE 24 8 16 32 OUT BLDG.: 120 S.F. CMU CONCRETE MASONRY UNIT &WATER LINES NEED TOTAL= 1710 S.F. 8. FRAMING LUMBER SHALL HAVE EACH PIECE GRADE STAMPED.SHALL BIE C.T. CERAMIC TILE TESTING BEFORE COVERING GRAPHIC SCALE IN FEET SURFACED DRY EXCEPT STUDS (WHICH SHALL BE KILN DRIED) AND SHALL fCONFORM DET DETAIL LOOKING SOUTHWEST (EXISTING) PROPOSED LOT COVERAGE: 19.9'7 OR 3130 S.F. (3130 S.F./ 15,681 = 19.9%) TO THE FOLLOWING SPECIES AND GRADE: EL ELEVATION �� MAIN BUILDING:=1898 S.F. EQ. EQUAL LIST OF DRAWINGS: nooDzoNE PORCH:445 S.F. RAFTERS AND JOISTS: DOUGLAS FIR LARCH #2 F.F. FINISHED FLOOR __ COMPLY BEAMS GIRDERS AND HEADERS: DOUGLAS FIR-LARCH #1 F.A.I. FRESH AIR INLET -/ \ A-1 COVER SHEET FLOOD DAMAGE DECK:667 S.F. / \ \ AMAGE PREVENTION OUTBUILDING: 120 S.F STUDS AND PLATES: DOUGLAS FIR-LARCH STUD GRADE: F.P.S,C. FIRE PROOF SELF CLOSING b ,vr \ A-2 FIRST FLOOR PLAN,SECOND FLOOR PLAN SOUTHOLD TOWN CODE. POSTS: DOUGLAS FIR-LARCH #I LAV. LAVATORY A-3 FOUNDATION & FRAMING PLANS TOTAL-31305: 1 9. UNLESS OTHERWISE NOTED PROVIDE HEADERS OVERALL OPENINGS AS MIN MINIMUM T A-4 EXTERIOR ELEVATIONS M'-Y NOM. NOMINAL SIZE OF LUMBER a I I b A-5 SECTIONS CERTIFICATION OF SEWAGE DISPOSAL SYSTEM FOLLOWS: O.C. ON CENTER I I I ' A-6 DETAILS NAILING & CONNECTIONS 11 -- _ PLANS BY CHANDLER, PALMER KING APPROVED THE SUFFOLK COUNTY HEALTH Lc '-_ DEPARTMENT ARE ON FILE AI THE SOUTHOLD pEPA INTERIOR WALLS:22X10 PERP. PERPENDICULAR A-7 WINDOWS &SCHEDULES RTMENI OF BUILDINGS EXTERIOR OR BEARING WALLS:3 2X10 ± PLUS OR MINUS �l-I A-8 PLUMBING RISER DIAGRAM RAD. RADIUS 10. RAFTERS & JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW. INSTALL. R.O. ROUGH OPENING !� �I I CONSTRUCTION DOCUMENTS ALSO INCLUDE: UNDERWAREASCEA1ffICATE ADDITIONAL STUDS WHERE REQUIRED. INSTALL SIMPSON HURRICANE CLIP'S SUCH AS S.F. SQUARE FEET p I N NAILING SCHEDULE AEMM H4 OR H2.5 TO JOIN RAFTERS TO TOP PLATE AT EVERY FOURTH RAFTER. S.H. SILL HEIGHT iL "a F== =�i I�==�J L�� -�I ZBA APPROVAL ( ) STL STEEL b SUFFOLK COUNTY SEPTIC SYSTEM APPROVAL DRAWINGS BY CHANDLER PALMER, KING 11. BUILT-UP BEAMS SHALL BE GLUED AND SPIKED TOGETHER WITH 2 16D MAILS 16" _ v I II DO NOT PROCEED WITH T.O. TOP OFFRAMING UNTIL SURVEY OF FOUNDATION LOCATION O.C. V.I.F. VERIFY IN FIELD III I -1 -, r•--� 12. STAGGER ALL SPLICES A MINIMUM OF 32". W WITH F HAS BEEN APPROVED. Q. PLYWOOD SHALL BE APA GRADE STAMPED AND SHALL NOT EXCEED THE SPANS , INTENDED FOR USE ON THE GRADE STAMP. ALL PLYWOOD SHALL BE MADE WITH EXTERIOR GLUE AND SHALL BE THE FOLLOWING THICKNESS: FIRST FLOOR PLAN SECOND FLOOR PLAN FLOORS: 5/8' ROOFS I/2" DEMOLITION PLAN: WALLS 1/2" LDEMO 1 112 STORY WOOD FRAME RESIDENCE)SCALE 1"a 16 FEET 14. ALL FASTENERS AND CONNECTORS SHALL CONFORM TO THE STANDARDS SPECIFIED IN 1.2.2.1 THROUGH 1.2.2.7 OF THE WOOD FRAME CONSTRUCTION MANUAL 1995 SBC HIGH WIND EDITION FOR ONE- AND TWO-FAMILY DWEELLINGS. SCHEDULES ARE PROVIDED HEREWITH IN THE SPECIFICATION SHEET ACCOMPANYING THE ARCHITECTURAL DRAWINGS. 15. ALL FRAMING SHALL CONFORM TO THE STANDARDS SPECIFIED IN THE WOOD ,�EPED Aq F/ v�„�ZABET�, X2fs` FRAME CONSTRUCTION MANUAL 1995 SBC HIGH WIND EDITION FOR ONE-AND TWO FAMILY DWELLINGS. FIGURES ARE PROVIDED HEREWITH IN THE SPECIFICATION v s {� z SHEET ACCOMPANYING THE ARCHITECTURAL DRAWINGS. r 9 0 66 O V4, D U R Y E A C O T T A G E O N F I S H E R S I S L A N D DURYEA COVER SHEET A I DESIGNED BY: S U S A N E. Y 0 U N G, A R C H I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL, & FAX: (631 ) 788-7434 ISSUE: FILING DATE:REVISIONS: ADDED/MODDIFIIFI/03 SCALE:ED CODE NOTTEE NOTED S 6/5/04 26'-6" I— B-Bill— fi6'-6}^ a —16 ~ f LEGEND WALLS (EXTERIOR WALLS ASSUMED AT 7.5, INTERIOR BEARING WALLS AT 6.5") ALL OTHER WALLS OF 2X'4"CONSTRUCTION. b •,� FOOTING o BEAMS _..._._ I JOISTS/RAFTERS ABOVE/ BEYOND/HIDDENI I m NOTE: DIMENSIONS REPRESENT FINISHED CONDITION (STUDS PLUS GYP BOARD,SHEATHING &SIDING) 5, 5•-0" LIKIRP r• 3 S F. b 49'-5" 12'-8" m 1 '22 `0 0 I I 2 I I I � O I " I % SHELL E ' �. .. ,nle 17_ . ______________ R 4 HO Ks " .• •• SH I t I I m 13'-10" 17 -2 I I I I El slmLpHrs RLww 1 I _--- Y N e!l H OKS i•v _ 10'_8.1 1 ----- G .. .. .. - MR - COUNTER 1 1 m - I •-fe (31 KITCHEN Sttl� o (111 BEDROOM \ ?I F 6"E l l mLIvlxcRoots .:p,F I \ / I„ -------------------------------i---- D r HAIR G f OW WRH r — 1 I-- 1 ADS •I \ \ ! / \ \ / / i 44 S.F.WINDOW>8S REQUIRED 34LF.WINDOWI%REOUIRED \ � . I 42s.F.vnxOow>e%REQMReD \ / \ / \ / \ / z3zs.F. I 1 L .. \ / \ / Iln BEDROOM '_FF l� Y 115.F.OFENARL!>4S REQUIRED O 42 b.l.OFENAIIE>4S REQUIREDr____________________________ __ �, /.. \ V, / 365.F.WINDOW BR REQUIRED 1 li ° ----- T B S.F.OFRNMLE 4S REQUIRED -__ 2,-1 , 18 S.F.OPENABLE 4%REQUIRED Y I L =—= J L —P—J � I I L__JL__J L _ _ � � � I o I (2)DINING ROOM I ____ ______.F F________________________________y r _______—_____________I----------- 40 — ______ 1 •• __ ___________ 40 S.F.F,OFNDOW>IS REQUIRED i .. .• 20 S.F.OfENAII!>4S REQUIRED CL SEI CL SET lV I I tii REF, 6w1q/uT'e(aExA6R^IING ©°' 3'-10"e 1 ______________________________ 61/TBEARING wofcASFw/uNn3 IBEARING WALL 1X6" ^ bIfH�I -BECAORUINNG@WALL(aN-)3'-15'-0' WALL(ON-) mOP MMORSTHRC 1A CLOSET CLOSE7 Ud7dORlmK2I RT'PY{C,R•D R R !O O O I 7 9 MTH ® 50 WISH If/E O 66"KOHLER MABIRO 1 9 - " NS.f. - -____ ---- KOHLER PEp611LE LAVS K-Yl/I '1' CAST IRON 12 -7 ' V M.MECN.TO EXTERIOR -- IR MTH 44 S. . '7 SHOWHHNp R KOHLER I 4 ®LAA IIOGR Ir—.—.-- !11.ns5.WWDOw>I%M-.. 1I'-4 " 5'—e " 4'-4 " 4'-11 RIOOM ASPORR.R.303.k50 FMINTERIMANTOR20CFMCONDNDOUS K e 044 11 , i lANTRY cmff m aLF.OPMARM> D o� I SKYLIGHT h O _ ___ _ ----- -- 10 ___ _ R 1{ MTN 4o S.F. MELON (4]MASTlR IATN IS S.l. fHlV "�4 _ 1 I Rj r ______ r ____ _ _ 6u b e II iu as.f.oFNRAem>4xe meso AIEROH IO LP. Asove'� - b m b I e M HER OM N f.3 SF.WINDOWB%REQUIRED S M I ABOVE II TI IR � ®OWINDOW>R%RNBIItlD--_ j F ___ e s.G k L— —J HIER S"No 80VE 3.9 OPENAILE.4%RRQNRlD ^K .�/r SHOWS! 'I\ / \ / D I mA01 a ___________I DOWN O I G ' I a 4'-�3~ \ slfy / O N a v ENCIASURE —I4 I I A E u D" M Wu FMOIRS MEMOIRS II II II II 3i'%Yd LIFMOIRS ? M K-05/2 II \ SHELVES v OPEN SHELVES ' L._ 'J JL1O 61/7BEARINGp s 61/7 BEARING 61/T'REARING WALWE L p L Iib"I - sa' �1 i 3 -6 " WALL(2)(6-1WALL(2X6"1 ® . BEARING V1ALL .mss I D li i 'J f 12%6'1 1 02 I1 1 Y 3 16'-5" n i \/ 16•_5'• i I ._ ._ SHEVVE SHELVES-- I M I � KdwGX pll£w.w laxq 3'-6" ' /\ 61/T'BEARING ILL -----S { 1/ 'll 3' 0^ dl/2" ~~ i BEARING WALL 12X6"1 WALL 12%6"I ~ -- 9 / 1 UP 17 BEARING n WALL K in i!1O MASER BEDROOM c M ENTRY HALL 170 5EEAA. I2X6"1 (O SEDROO M (13)BEDROOM 2'_74^ 1151 BEDROO23,1 Mp 20 LP. 21. 210S.F.1Il S.F. R S.F. Sb S.F.S. WINDOW>IS REQUIRED Ii S.F.WINDOW>ISREQUIRlD-'-- 2155.F. 56 S.F.WINDOW>1 S REQUIRED 36 S.F.WINDOW>8%REQUIRED 28 Ll.OfENA1L!>4S REQUIRED z1/S.P.OFENAILE>4S RQUIRlD 21 S.F.OPERABLE>4S REQUIRED IB S.F.OPENABLE>4S REQUIRED 36 S.F.WINDOW>8%REQUIRED 5'-23" IB S.F.OPENABLE>4%REQUIRED A_ A-5 q CL SET 1141 FLEXIBLE SPACE CL EI A SHELVE n UP ___________I 464S.F. 18 S.F. WINDOW>8%REQUIRED �-7 _�" � 1BS.F.OPENABLE>4%REQUIRED 4 1I O 16._11.' op •n in OL sa. 4 li 2._2" SHELVE SHELVE "v 2 -3 �3 15•_7 " 18•_0" 15•—v4" I I I I I I i1 C " . ,. ' I 0 I I I I I m I I � I I I 71" 10 I L. ST PS J c D A-5 A-5 H A-fi A-fi 45'-6" 49'-5" FIRST FLOOR PLAN (1898S.F.) SECOND FLOOR PLAN (1 -4752S.F.) DAR Q N O NE`N D U R Y E A SUMMER COTTAGE O N F I S H E R S I S L A N D SCALE: 1/4D == 1 FOOT DURYEA IST & 2ND FLOOR PLANS D E S I G N E D B Y: S U S A N E. Y O U N G, A R C H I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7434 ISSUE: FILING DATE: /29/02 REVISIONS; UPDATE IN ACCORDANCE A B• WITH ICBO 6/5/04 2s -6" LEGEND WALLS (E)[TERIOR WALLS ASSUMED AT 7.5", INTEROR WALLS AT 6.5"AND 4.5"1 — ` _ . � �} D TRUSS JOIST MC LUN MICROLAM TRUSS JOIST MCMILLAN MICROLAM FOOTING I=, = _ = _ _ _ = IIlk}I II — — _ = II II = _ _ _ _ = _ 7 A-5 LVL 1.9E BEAM 5114 X 14"ABOVE LVL1.9E BEAM 51/4 X 14"ABOVE BEAMS ROT RESLRT DEcpNG-� III 'IU ® "il IL _ = _ _ _ _ = ILII = _ _ _ _ — _ SII II b U 23 I JOISTS/RAFTERS — =Jo _ = — — _ _ _ _ _ _ JTRUSB12 oi<vWi"�I #;IIII#II ==IIII _==IIII IIII_== _==IIII _= _=IIIIII�===ISIJI IIIIIIIIIIIII II IIII II �_IIIlIII �\��\ AA5 y) 9 IST MCM.ILN COAM BEAM5114X "ABOVE w mx ABOVE POST DO WN lsl EAM B1POST UP 1111"S BELOW BELOW ❑[3POST UP AND DOWN �ir= — lfTT1RPLE2%1PBNLi-0PBFAMOVER IIMCGROUIOLOW LOAD BEARING WALL i- -r -77 TTrTFT- F >m 1 T- 7 -I T--T REINFORCED BLOCK PIERL0I. 0a old lo In1= I9S ALIXA PV i � �--4j" IN. ALABO E - � W LL AOVE IN.,WA L OE 11 11 11 11 4 11 14 -311 FIOUNImATIION 11 11 11 121-1( F`U�pATION F(pND ION o 11 11 II 1116lf2�"I UMDATION II IIII III 11 Z., LE ER I N.ETERIOR ALL 4l3. 1N,FAIlLE R$OF IIA�R II II II II I IJIL 1 IR RU OFFAW YF M UN ATI NI I'''II — __ �I— INI R OM HED O L'�+,I1�ER AL.��_— IRR OF AWY MiOU All NJ rill s - I •- `v=11_x_ JL_1L -L 1L fl-m 16'-6�" 14�_6.�_ •� — . — •—x- -• 1 131=12'BEAM 2 ACS B A-6 p M I I A-5 w old �" FIRST FLOOR FRAMING PLAN b0 bl0 b0 x +. '1Ia �tl /$I=° SCALE:1/V'-I FOOT w 1 I y W o .� .' .:, ... z p.•• ,. .. -------------------------------- - ,"..O ,}.; tiY (3) 1.5X9.25 ________________ ________________ __ _ _ _ _________ Fl E l l r-1-TT e 0" ;: LVL ••: •• : ______ //a/ni/aioiigiJa/oil oala/aoiiaiiaiavo% %/a/i/aiiaiaviiaiim //aaniaiioaiiooiiva • _a_ — . 'a '^ 'd — „ — ' 7-10 WEST GA LE ROOF EAST GA LE ROOF . r / IIIIN L�R OM H D in Y i. % SL� OPE SLOPE % % r x Jin m ° .... 3) 2x a" n Aj� D _.; /T X11 . ®1 p IDnz 1D i M 8 -3 •. ' 6 11 9'-3' 4'-0" � I 61'-10 17•_2" 8 -3 " `a ° n A-s � I xxuw I � blo _________ 1 U ----------- BEAM _______-- D 2 w o // O / / i' uv. m mn rlAalxo Ilmuun o n _ II�(3) 2X10 BEAM III �_ 9ria 09 ®„� raw I` qq l couw ED DORMER 1 / � I - n ( ) � 160 _ �(�( ) 2x1a•® , �� ---�.^---' toxo '---- - l ---� Flo ---------- 12, / % B II 3 ? i -53'• 141a0 9.25" .. 5 -74 ... ., 15 Vfi • �� __ ______ - I % L lll�ai - % . a a �. Zr1P® "� .. F' 1e'o.c. F"is 8.c. v :n^B �I I� ©' / io�iz r �6'O.C. tl .� r III 3 2X10" BEAM 3 1 2X10' BEAM _ 4 —Rl- e I h6"O.C. w O H " i ? `LVL M % ]xltl'JRAFTE 5®24'0—C- 77 q'O C — y(� 2%Ia'RAPIERS 16''O.C. % 1 — —/— — — — I - - i d'o.c- - - jiamiaooiaiiaiooi�Liaiiaaaaiiaiaii�d � � iJi aaaaioioiiiav iiaaaaii...... as w T ;•." �'i.<�.-�I -2xIH'FLAGR '-GC--� — W49LOeR OISf5-0W16'O£.— Ery LOBVRJo15iS�16<3:E.— % I2�aIM cr �IZI zxla' �- ., I7I2%10"BEAM BELOW (SKYLIGHT /�P, '. '. 4 IIs .!.. / / RAFIERS RESNi I / T-2 IDS-9 9 T-2Z" B -3 �1212xta'BELOW l i I O.C. i Ib" SKY GHi 2 2, 1a\ / �r12RA�TF,R$ 4�&, / 1 J I312XIa'BEAM BELO j j� `�� .c. j { ry 16'-5" %G\////////////////////////// ////////// //// 2%l a'RAKERS I d"O,C. —16'-5" R i T O `DOUBLE IST ''ff Q (312x10" 0 I a, o� sUPPo DAT WAuLTY l 3 2.5 X9.25" LVL�I T II It X9.25" LVL T M 1 ®(j UNDER ®IU 3'_14" ®ti mow^`R!'^°xyi ®iU ppl0 BEAM BELOW s . % a0 X14 /� __ RAFIER516"D.C. _ 1ST §O 614 O 8® _________ I � 4 /� ®I � '� 2X10 \ i bO I 3 - Im » � BFORTH SHED ROO \I/ 4 - �In FLOOR FSI'-° ; . LIQ FiV OIC V i WALL I J2L LZ5_LY D _ Qr G W < �13J ala BELOW A �` %• 1 ., y V I I A I iT E �1B"FLOOR JBIST50i6'6.0—. � i � i % 13$O- SHED DORMER i A-5 I �::�• i exon an loom i I I i j I6°1 � � b r`I � b� ]Emlr- -mr•\ i � i I A I ncnue I � j wg . AI® iI® i I L1 I1I n� O o"•G^A=L o� �— �III �II 14EAR.1I � III I i I i�`-%a/-oIIa�iaII aaII aaII aII laiII O TT-f-T-T- FII�aII iaIIia II aiaIIy iaII/%aII av.II� II fII/aJ2JI�°11�aI`'S RIA-7-7-7 _ °JR-JS/F7uII_ia7�II- II FIaI - �M i/II�-ioTIIia-iIrII o- IIaavTII aTaII iarrII uaTaII iaII /aTII r-oToII-aIoII-oiTII /- II I— — M 13I2xRz'BEA� + + *-+ I114-4 II-4-II 1 1 1 I ++ I 44m 1-+--4 I+I ++ 'I-4--A I - 1'7 11 " C LLL(-LIJ L � ILLLLLLL JJJL11 L.1LLLLI-IJJ�J 17 roBCN A-S B FAIBGVEI LEDGER FIN.EXTERIOR WALLABOVE I I; i A-5 C B I A-5 A-5 Y ® SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN U III M^� G IIII I I I I SCAIEa/M'.1 FOOT I I SCALE:1/d"=1 FOOT 2 i I i ' 3i{ 13'-10'• 2'_14" 12'_1112" 2'_14" 13'_10" I I I. i.' ?• ------ __L(2) 2x13' BM s .i:• w '1�� w ----- —_ _ I •.,• - PoRCM AHP2 � L z=0-#----------� E D - `-RSSF(HUE ACS P• .,([B1 'J STEP FINSIEDI TO 125" ABOVE GRADE A-5 W/BEVELED 00 SOUTH EAST h WEST EDGE 49'-3" �Es3ED AR U�9 k),AZABFl /T FOUNDATION PLAN SCALE:1/4"=1 FOOT 2 2 1E '� 2661 FN D U R Y E A S U M ME R C OTT A G E O N F I S H E R S I S L A N D SCALE: AS NOTED DURYEA FOUNDATION & FRAMING PLANS WITH ICBGO66/5/ 11111111111111111 3 D E S I G N E D B Y: S U S A N E. Y 0 U N G, A R C H I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7434 ISSUE: FILING DATE: 01/29/02REVISIONS: UPDATE IN ACCORDANCE /5/04 /—AS PER R.R.1001.6 TERMINATION. CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER THAN ANY PORTION 0 F A BUILDING WITHIN 10 FEET, BUT SHALL NOT BE LESS THAN 3 FEET ABOVE THE POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF. M EL. 27'-1 1/2" TOP OF RIDGE ASPHALT SHINGLE / ROOFING THROUGHOUT, SLATE-LOOK OR OWNER CHOICE 7._41., / \ Fa yx o a CU H p4 CU H3 24 CU H3 24 / \ CU H3 24 CU H3 24 f EL. 13'-3 3/4-7 FIN FL. n SECOND FLOOREB 1 -0 N LLLLr Y ,Y • • ❑❑I-� INTGO304 ,Q B CU H3 26 C CV H3 2 o ao LJ O I�n��J❑ FAL LJ❑ ROSC 0 ROSC _ -11 -11 EL. 3'-3 3/d" FIRST FLOOR NM! I MY NY E \ Mh $ BAS STEP OF STO R CO CR EL. O'-0" i 49•_44 19'-3" 38,_11•, 9.-",- EL. -(7'-3'9 '-0"EL. -(7'-3'9 BASEMENT FIN. FL. SOUTH ELEVATION WEST ELEVATION G B µUx �o CU H3 24 CUH3 24 1._O., CU H3 24 CU H3 24 El CU M3 2 CU H CU H3 2B CU H3 28 CU NH3 26 CU H3 26 CU H3 6 CV H3 28 CU HS 26 C L6 40 Q D COLS( O x o Tff D 4 A `-WATER TABLE BABI CO S MENT �' C; I' ( �f � I,t I' { I�flfl � '� (' '� •N -� DOOR SIZE C r ORAEQUAL�(TYP)STER CEMENT 26'-6" 49'-5"— — — FIED ARC \ H 66 ¢� Q EAST ELEVATION NORTH ELEVATION OFNENy� D U R Y E A SUMMER COTTAGE O N F I S H E R S ISLAND SCALE: 1,/4' = 1 FOOT DURYEA EXTERIOR ELEVATIONS 215 WEST 88TH STREET, NYC 10024 TELEPHONE: 212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7434 ISSUE: FIILING DATE: BO 6/02 REVISIONS: UPDATE IN ACCORDANCE A 4 DESIGNED BY: SUSAN E. YOUNG, ARCHITECT ( WITHICBOb/5/04 49'-5" 11 JA I I s' 15',8 •, I I I I I I I I I 15•_02,. i i ii I I W "�'2 kN -IM i 0 I FLEXIBLE SPACE 9EDROOM 5'-31" FLEXIBLE SPACE @EDRODM I iii I I GU �RAILS AS PER RR3 C li II II �� ❑ ❑ Fmi i iii ro li II II II I II I H � flm YE E H❑ x I I ,`� I I 11 Wt EaII I1 II 'Ll Ho ❑� _. rL-- _____-- I ' 11 II a i DECS I l l FRONT PORCH x LIVINGROOM I I I I l i FRONT HALL I I 201- 1" l l l rii 9 -0 49'- DLOSEr X15______________7_5_________________7_4 7-5------ ----- _____ e by Iii GRADE GRADE rLiI I 10" w i i N _ o p o I I mi 49,_3„ `° oo m -a, `^ 18"1• 1'-D" ISI. LFII AR 38'-9" I I I I I I L _J L _J LJ SECTION A - A ( LOOKING SOUTH ) SECTION B - B (LOOKING EAST ) 18'-41" 18•_41•• 16'-7"- 16'-7" RIDGE BEAIM 2'-e' RIDGE BEAM AP LVL RIDGE BEAMS e!t 2'-0" 2X6" COLLAR TIE EACI RAFTER (FASTEN W/ 7 12D NAILS) ! 1/2" GYP BOARD CEILI G OVER 10" FIRESTOP ! ! STRAPIPING (2) 2% - FINISH GRADE DOUG. FIR EA. SIDE OF RAFTERS O IORMER ! FI SHED EDGES. SAND LIGHTLY. 4 TOTAL EACH ROOM. O,A FINISHED ! ! 6'-6" CE ING OPTIONAL HIGH WINDOW a 7/2' LTS JOIN RAFTER k TIE BOARDS: 1r CEILING !!!! INIS D ----all 6'-6' ---- o TIOHTE FIRMLY , 4 !! EILI Z! I r om¢ 1 k JG FT7 S O `IN W K ! F ® .0 M. p m ME x� 1'-0' g rile �o xma o0 19 7 1'- °-�iw MW o'- ! 1'-0" am m W I ` fol wJ FACE OF EXTd'0R STUD wa W I •'*� m Wm p xmp amy I-W 18 Y 1 0 m _ N •I 38' 11 ^Y oN o� n oVOin m� 6mIn�Y 12,_9 „ M o Oj w e w m AS PER WOOD FRAME AS PER WOOD FRAMEo FW. - 0 x 0 x 9 CONSTRUCTION MANUEL TABLE 3.2, CONSTRUCTION MANUEL TABLE 3.2, W -,FACE OF INTERIO STUD TO STAC� BE[[ti OO LL 15 -0 9 @ATNROOM '� BEDROOM MIN. TOP PLATE SPLICE LEGNTH, MIN. TOP PLATE SPLICE LEGNTH, 1T 33" 1" 10'-O". USE MIN. (2) 16D NAILS 8'-0". USE MIN. (2) 16D NAILS OP PER FT. TYP. O N/S WALLS. PER FT. TYP. O N/S WALLS. VlPFqTQP OP AL 0 49 _3 i I 0 mo 0.Wm� p0 imm 2j1 ma c Of FII I pNr x0 xp 2p .__-_.___..- _______________ I 9 4 4 ' 7" MASTER BATH HNOOM IUTCHEy li 38 -11" LNINGRDDM F______________ y _ _________________ _ ________________ �. WATER TABLE- ---------------- FT GRADE F=7 h rc II $ II a u m O O O J 49'-3" ___________________________________________________________________________________________________________________________________________ o QED ARph� , u � JyPBETy WEST SECTION D - D ( LOOKIING NORTH ) SECTION C - C ( LOOKING ) 63 r4 6 D U R Y E A S U M M E R C O T T A G E O N F I S H E R S I S L A N D SCALE: 1/(411 = 1 FOOT DURYEA SECTIONS DESIGNED BY: S U S A N E. Y O U N G, ARCH ITECT 215 WEST 88TH STIREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7434 ISSUE: FILING DATE:WITH ICB/29/02 REVISIONS: UPDATE IN ACCORDANCE BO 6/5/04 I I'� Figure 2.2c Typical Wind Uplift (Connections 9" FIBERGLASS BATTING 1" AIR SPACE CROSS SECTION END VIEW1/2" COX PLYWOOD ASPHALT SHINGLES ,✓f,.^'''�' 10 — GABLE END RAKE 1/2" GYP. BD. 1X3" STRAPPING 16" O.C. 2%10 RAFTER PAINTED WOOD TRIM .8 MIL. POLY. VAPOR BARRIER I�OISF - SIMPTON MTS 12� 2X6" BLOCKING RAFTER SHINGLE SIDING 1 ONTINUOUS VENT WITH INSECT SCREEN CEDAR TRIM r AS PER WOOD FRAME TYVEK HOUSE WRAP OR EQUAL '''`-.�, CONSTRUCTION MANUEL TABLE 31.2, RE CEDAR SHINGLES ' \ MIN. TOP PLATE SPLICE LEGNTH„ _ __� 1a'-O". USE MIN. (2) 16D NAILIS PER FT. TYP. ® N/S WALLS. SIMPSOM MSTA - 36 4' O.C. AT EA. S1DE HEADERS ! AT E A V E SECTION 10/12 PITCH SCALE: 1"= 1'-0" CORNERS FFOLOOR - 8T _ S" FIBERGLASS BATTING 1" AIR SPACE 1/2" COX PLYWOOD ASPHALT SHINGLES y0 1/2" GYP. SO. - y SIMPSOM LSTA i6 I%3" STRAPPING I6' D.C. 4' O.C. AT EA 2X10 RAFTER SIDE HEADERS t AT CORNERS _ .8 NIL. POLY. VAPOR BARRIER J _J__ f + , ,,, ff 2X6" BLOCKING f •` - t/2" GYP. BD. R-21 5 1/2" FIBERGLASS BATTS LOR CONTINUOUS VENT WITH INSECT SCREEN JOIST 1/2" COX PLYWOOD CEDAR 1X4" TRIM 3/4" PLYWOOD SUBFLOOR BASE TYVEK HOUSE WRAP OR EQUAL WOOD FINISH FLOOR (OWNER CHOICE) TYVEK HOUSE WRAP OR EQUAL REO CEDAR SHINGLES 1" AIR SPACE RED CEDAR SHINGLES WATER TABLE (ROT RESISTANT WOOD)) E A V E SECTION 12/12 PITCH SCALE: 1"= 1'-0" 2X10" PRESSURE TREATED SILL a 9 4" CONIC. SLAB W 8%8" 10/10 WWM fI P 11 a PLASTER CEMENT ABOVE GRADE (TYP'.) ° II 1/2" ANCHOR BOLT O 12' FROM CORNERS, 46" O.C. 11 \j — a — I—I 11-1�I—I I f-111-11 I-111—J 1=1 11—I�1—I�- - ° 1 D' 11=I I I-111-111-111-111-111-111�11-111-111-1111— AMERICAN WOODCCUNCIL ° II 11-11-111—T_— ff—li—Tff—III=111—I�1-111—� 1-111-111— =T=Tf=1II I=111=T=111=1 = DECKING I�111111111111111111= II II II II II II II II II II III II II III II JOIST SPACING WASHERS =_ — — _ — —1�=�=� J EQGER________________ 41—"' — — FLASHING TERMITE SHIELD =1 1=1 1=1 1=1 1-1 -1 -111—I 11 111-1 1=1I 1—I1 ° MM— FOUNDATION —�-111-1111— ° 1-1111— a R -1I I� 1=111=1I 1=11 f=111=1 ff=1T-T=111=1I I1= 1/2" EXPANSION AND BACKER ROD e h = — - —.W,�,� =111=1 i—�— d 1 �I9="I f 111=111=1T1-1111— I=1-I 1=1Tf=Tl 1=1 11=1 11=1 11=1 11=7i=1Tf=11�=1 11=1 I a 1Tf-T-Tf-1f-FI III=III=1T-1-17=Tff-1TI-11Tf= 4" CONIC. SLAB W 8X6" 10/10 WWM a 11 -III=III=III=III—III= i=III—III=III=III=III= —111-111—I�1=111-1�I—I 11-1�1-111-111-111—II 11— IT— 1I =7i=111-111=1TI—I 1 — —1 —TIl-1�f=111 1- 11=1 —I I� ii ° DECK CON N E C T I O N SCALE: 1"= 1'-0" 11 –7i=1Tf= 11= I I�T_I=1 I f—I I ° ° • 11 e a 11=111=111—III—III—III—I ° ° 1=III=III=III=III=III=1111= Ip =7i=1T=1Tf=T11=111=111=1I I I I=1 I I—III—I 11 �=1 11=1 11=17=1 ISI II = II II ILI 111111111111 1 -11 ° a ° e h II 11 ITI 11 1�aED qq I=ri r=I�r=rrr=ri r=rrr_m=rrr=rrr=irr=Trr=1 I=I I — — — — — — WALL SECTION SCALE: 1"= 1'-0" �9F °261 yob QF N W D U R Y E A COTTAGE ON FISH ERS ISLAND SCALE: 1" = 1 FOOT DURYEA DETAILS DESIGNED BY: SUSAN E. YOUNG, ARCHITECT 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7434 ISSUE: FILING DATE:WITH ICBB/29/02 REVISIONS: UPDATE IN ACCORDANCE A G 6/5/04 1 Finish Schedule Cations: First Floor & Cellar WINDOW DOOR OPTIONS g(2) OM WALLS FLOOR CEILING CORNICE BASE N ING ROOM GYP. BD. OAK STRIP W/3 GYP. BD. 4" FLAT 6" FLAT 4" FLAT LIGHT FIXTURES PROVIDED BY OWNER. INSTALLED BY CONTRACTOR. WINDOW/DOOR NOTE: COATS POLY. NEW WINDOWS & DOORS: MARVIN CLAD ULTIMATE, ANDERSEN, BROSCO, SIMPSON, MORGAN, OAK STRIP W/3 GYP. BD. 4" FLAT 6" FLAT 4" FLAT LIGHT FIXTURES PROVIDED BY OWNER. INSTALLED BY CONTRACTOR. HARDWARE THROUGHOUT: ANTIQUE BRASS IF AVAILABLE AT NO EXTRA CHARGE ING ROOM GYP. BD. COATS POLY. FINISH: PRIMED INTERIOR (WHITE), WHITE ALUMINUM EXTERIOR Masonry Opening 2-11 7/8(911) 3–I 7/8 (962) CABINETRY, RANGE, HOOD, SINK, FAUCET DISHWASHER, LIGHT FIXTURES PROVIDED BY OWNER. INSTALLED BY CONTRACTOR. Rough Opening 3-0 3/8 (924) 3–x 3/8 (975) C.T. PROVIDED BY 5" MIN. C.i. JAMB: FOR 2X4" OR 2X6" CONSTRUCTION. CHEN GYP. BD. GYP. BD. 4" FLAT 4" FLAT FORMICA OR EQUAL COUNTERTOP PROVIDED AND INSTALLED BY CONTRACTOR. OWNER CHOICE OF COLOR.OWNER PROVIDED BY OWNER SHUTTER STYLE AT OWNER OPTION. Frame Size 2-11 3/8(899) 3-1 3/8 (949) 3 1/2" FLAT CASING ON ALL WINDOWS AND DOORS AT OWNER OPTION (762) 32" (813) C.T. PROVIDED 8Y 5" MIN. C.T. Glass Size s0` (4) BATH GYP. BD. GYP. BD. 4" FLAT 4" FLAT LIGHT FIXTURES, PLUMBING FIXTURES, PROVIDED BY OWNER. INSTALLED BY CONTRACTOR. 2" THICK CUD SILL NOSING ON WINDOWS OWNER PROVIDED BY OWNER INTERIOR STOOD: MARVIIN (W7051) FOR 6 9/16 JAMS OR BY CONTRACTOR AT CONTRACTOR/OWNER 5 PANTRY GYP. BD. C.T. PROVIDED BY 5" MIN. C.T. OPTION. 4-e s/91 43a) ( ) OWNER GYP. BD. 4" FLAT PROVIDED BY OWNER 4" FLAT LIGHT FIXTURES PROVIDED BY OWNER. INSTALLED BY CONTRACTOR. INTERIOR DOOR HARDWARE: UNDETERMINED, ANTIQUE BRASS SUGGESTED 4-8 7/91 445) OAK STRIP W/3FOLDING DOOR HAROWAIRE: UNDETERMINED 4-8 3/91 432) (6) BEDROOM GYP. BD. COATS POLY. GYP. BD. 4" FLAT 6" FLAT 4" FLAT LIGHT FIXTURES PROVIDED BY OWNER, INSTALLED BY CONTRACTOR. GLAZING & SCREENS24" (610) REQUIRE COATS POLY. (W NTIN PATTERN SHOWN ON VATIONcI; OAK STRIP W/3 DOUBLE HUNG WINDOWS: DOUBLE GLAzw. SCREEN, SIMULATED DIVIDED LITES, ANTIQUE BRASS SASH (7) ENTRY HALL GYP. 8D. GYP. BD. 4" FLAT 6" FLAT 4" FLAT LIGHT FIXTURES PROVIDED BY OWNER. INSTALLED BY CONTRACTOR. LIFTS & LOCK. AWING WINDOWS: DOUMLE PANE, SIMULATED DIVIDED LITE$, SCREEN, ANTIQUE BRASS HARDWARE, CUGH3024 B BEDROOM GYP. BD. OAK STRIP W/3 GYP. BD. 4" FLAT 6" FLAT 4" FLAT LIGHT FIXTURES PROVIDED BY OWNER. INSTALLED BY CONTRACTOR. GLIDING WINDOWS: OR! D E PANE, SIMULATED DIVIDED LITES, SCREEN, ANTIQUE BR BRASS HARDWARE. ( ) COATS POLY, MARVIN SLIDING DOOR: DOUBLE PANE TEMPERED GLASS, SCREEN, ANTIQUE BRASS HARDWARE. C.T. PROVIDED BY 5" MIN. C.T. 5-0 5/41 546) (9) BATH GYP. BD. OWNER GYP. BD. 4" FLAT pROVIOED BY OWNER 4" FLAT LIGHT FIXTURES, PLUMBING FIXTURES, PROVIDED BY OWNER. INSTALLED BY CONTRACTOR. 5-0 7/91 546) LIGHT FIXTURES, WASHER/DRYER PROVIDED BY OWNER. INSTALLED BY CONTRACTOR. FUEL TANK, BOILER, HOT WATER 5-0 3/91 534) (19) CELLAR CONCRETE CONCRETE EXPOSED JOISTS NONE NONE NONE SYSTEM TO BE CHOSEN BY OWNER AND CONTRACTOR. 2s" (sso) REQUIRE CUGH3226 Masonry Opening 2-8 1/9526) 5-4 5/91 203) Flnlah Schedule OpOns: Second Floor 5-4 7/91 210) Rough Opening 2-9 (838) IFE WINDOW/DOOR OPTIONS5-4 3/91 197) ROOM WALLS FLOOR CEILING CORNICE BASE CASING Frame Size 2-8 (813) 28" (711) [�UIIRE (11) BEDROOM GYP. BD. COATS POLY.OAK STRIP W/3 GYP. BD. 4" FLAT 6" FLAT 4" FLAT LIGHT FIXTURES PROVIDED BY OWNER. INSTALLED BY CONTRACTOR. 2-7 3/e (797) C.T. PROVIDED BY 5" MIN. LIGHT FIXTURES, PLUMBING FIXTURES, PROVIDED BY OWNER. INSTALLE 2-7 5/8 (803) I SING W D W EOUIRED A N CUGH3028 (12) BATH GYP. BD. OWNER GYP. BD. 4" FLAT PROVIDED C.T.T. OWNER 4 FLAT BY CONTRACTOR. 1 3-WINDOW MULLED WIN E U D (SINGLE STUD POCKETS) OAK STRIP W/3 5" MIN. C.T. 2-7 t/e (791) MARVIN CLAD DOUBLE HUNG WINDOW DIMENSION scuey4^=1 FOOT (13) BEDROOM GYP. BD. COATS POLY. GYP. BD. 4" FLAT PROVIDED BY OWNER 4" FLAT LIGHT FIXTURES PROVIDED BY OWNER. INSTALLED BY CONTRACTOR. CAWVN3232 5" MIN. C.T. AWNING WINDOW DIMENSIONS(MARVIN CLADS,ANDERSEN SHOWN) SCALE:1/4'-MACE OAK STRIP W/3 (14) FLEXIBLE SPACE GYP. BD, COATS POLY. GYP, BD. 4" FLAT PROVIDED T, OWNER 4" FLAT LIGHT FIXTURES PROVIDED BY OWNER. INSTALLED BY CONTRACTOR. MARVIN CLAD ULTIMATE VANDOWS ARE RATED TODR WI 4D GO RESIST IM MEN NDI (15) BEDROOM GYP. BD. OAK STRIP W/3 GYP. BD. 4" FLAT 5" MIN. C.T. 4" FLAT LIGHT FIXTURES PROVIDED BY OWNER. INSTALLED BY CONTRACTOR. COATS POLY. PROVIDED BY OWNER C.T. PROVIDED BY5" MIN. C.T. LIGHT FIXTURES, PLUMBING FIXTURES, PROVIDED BY OWNER. INSTALLE (16) BATH GYP. B0. OWNER GYP. BD. 4" FLAT PROVIDED BY OWNER 4" FLA4T BY CONTRACTOR. (17) BEDROOM GYP. 80. OAK STRIP W/3 GYP. BD. 4" FLAT 6" FLAT 4" FLANT LIGHT FIXTURES PROVIDED BY OWNER. INSTALLED BY CONTRACTOR. COATS POLY. Masonry Opening 5-0 (1 524) 8–D (2 438) -2'-6j" R.O. Room Finish Schadulc Parches Frame Opening 5-0 1/2 (1 537) 8-0 1/x2 451) Frame Size 4-11 1/2(1 511) 7-11 1,(2 426) ROOM DECKING AS PER CEILING AS PER OWNER OPTIONS Glass Size 26 7/8" (683) 20 7/8'(530) 46 7/89(1 191) 20 7/8'5530) D OWNER OPTION OPTION 1 a: (17) PORCH 4" FIR T.&G. EXPOSED JOISTS PAINTED LIGHT FIXTURES PROVIDED 8Y OWNER. INSTALLED BY CONTRACTOR. 3-11 3,(4 213) I 4-0 (1 219L ) ATCH EXIST. OR NEW T&G VELUX N306 00969 (18) DECK GYP. 80. HROUGHOUT AS PER OWNER LIGHT FIXTURES PROVIDED BY OWNER. INSTALLED BY CONTRACTOR. 3-11 1,(2 207) 2 E IR D > t RE UIR D < UE (IMPACT RESISTANT, MANUEL, SELF FLASHING, VENTING) 41 1/2"(1 054) LIGHT & AIR 2 MANUEL 2' RODS CGL5040 CGLT8040 7.10 S.F. LIGHT 2 MANUEL 10' RODS 4.77 S.F. VENTILATION GLIDING WINDOW DIMENSIONS(MAlVIN CLAD SHOWN) sole Tg^.t FOOT WINDOWS ARE RATED TO D.P.35TO RES15T 141 MPH WIND VELUX SKYLIGHT DIMENSIONS 11r 1 ROOT MANUEL VENTILATING REQUIRES FLASHING KO Masonry Opening 10-0 3/93 058) Hough Opening 10-0 7/0 070) Frame Size 9-11 7/7(3 045) Otago Size 23 1/16" (586) 68 HEIGHTS 6-10 10 089) e a 1 6-10 1,(2 096) 6-10 (2 083) ❑ e ❑ 67 7/16(1 713) 1 REC U RED SFOXO B IROSCO NITS MI MII6 MARVIN CSFD10068 NNE.SINGLE TMCKTEWMBD SAFER GLASS SOUD MR DMDED LIGHTS MARVIN SLIDING DOOR DIMENSIONS SCALL I if'=SCALE EXTERIOR WOOD DOOR DIMENSIONS IMORGANNSWINCSHOWNI SCALE•1A"-SCALE a DOORS AN RATED TO GR W IM RESIST 166 MRH WIND) WEBS MAINTENANCE FREE WOODCISTOMSHNTER WBBS MAINTENANCE FREE WEBS MAINTENANCE FREE COPOLYMER BOARD 6 BATTEN COPOLYMER P-3MLE 110 COPOLYMER 2 EQUAL PANEL STYLE 140 YEAR WARRANTEEI YEAR WARRANTE ) STYLE(40 YEAR WARRANITE) SHUTTER STYLE OPTIONS MESIGNED TO RESIST IOADSIN ACCO D NC H I.B.C.1 MAIN 14"=I FOOT A u7 1+ 1'-1 1'- 1 4j' � In Mlat N 1 „ ��pEDA Iffizi. R h `0 j— -NF-- T �ZABE '� y y .� k � z MORGAN MORGAN PINE LOUVRE BIFOLU 31MPSONSPANEL f55 SINGLE DOOR D _ DOUBLE BIFOLO DOOR DOOR N RAIL STYLE OPTIONS scAmwO=i':g M4FD-732 M@FG930 6 T OQ F `N INTERIOR R CLOSET DOOR DIMENSIONS SCAIE:Ip""I FaoT D U R Y E A S U M M E R C O T T A G E O N F I S H E R S I S L A N D SCALE: 1,/4D = 1 FOOT DURYEA WINDOWS & SCHEDULES B Y: SUSAN E. YOUNG, ARCHITECT 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631) 788-7434 ISSUE: FAILING DATE: 01/29/02 REVISIONS: UPDATE IN ACCORDANCE A DESIGNED WITH ICBO 6/5/04 ROOF VENT I-- VENT I I I i I I O0 1 I SECOND FLOOR SHOWER I I 1 1 I 1I 1 1 I I I EXTERIOR F.A.I. --� 000 I 1 1 SINK o 1 I DISH I 1 1 FIRST FLOOR 1 I WASHER 1 SHOWER 1 1 CLEANOUT GARBAGE DISPOSAL — CLEANOUT I I FWASHER CELLER 1 I I PLUMBING RISER DIAGRAM �REDAq ��tzABE � OF N D U R Y E A SUMMER COTTAGE O N F I S H E R S I S L A N D SICALE: NOT TO SCALE DURYEA PLUMBING RISER DIAGRAM DIATE: 08/20/03 REVISIONS: A D E S I G N E D B Y: S U S A N E. Y 0 U N G, A R C H I T E C T 215 WEST 88TH STREET, NYC 10024 TELEPHONE: (212) 724-7204, FAX: (212) 724-9779, ON FISHERS ISLAND: TEL. & FAX: (631 ) 788-7434 ISSUE: BIDDING