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Town of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 3/14/2012 CERTIFICATE OF OCCUPANCY No: 35494 Date: 3/14/2012 THIS CERTIHES that the building Location of Property: SCTM #: 473889 Subdivision: ACCESSORY Equestrian Avenue, Fishers Island, Sec/Block/Lot: 9.-3-11 Filed Map No. Lot No. conforms substamially to the Application for Building Permit heretofore filed in this officed dated 10/22/2009 pursuant to which Building Permit No. 35108 dated 10/28/2009 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: nonhabitable accessory/poolhouse with half-bath as applied for per ZBA #6266, dated 5/28/09. The certificate is issued to Peter & Katherine Baccile (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 10/15/11 R10-10-0024 35108 3/5/12 12/14/11 Tom Ravino ^u-th /d 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. 35108 Z Date OCTOBER 28, 2009 Permission is hereby granted to: PETER E & KATHERINE K BACCILE 5 ASHTON DR. GREENWICH,CT 06831 for : CONSTRUCT ACCY GAR3kGE/POOL HOUSE PER APPROVED PLAIqS,TRUSTEES 6706, ZBA 6266 AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 009 pursuant to application dated OCTOBER Building Inspector to expire on APRIL EQUESTRIAI9 AVE FISHERS ISLAND Block 0003 Lot No. 011 22, 2009 and approved by the 28, 2011. Fee $ 344.00 Authorized Signature Rev. 5/8/02 ORIGINAL Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPAN This application must be filled in by typewriter or ink and submitted to the Building Dep A. For new buHding or new use: L~L~1 NAB 1 3 2012 mne.~t :vit.~ tks fslIo~;'km~: BLDG O~[ ~ TO?gl OF SOUTHOLD 1. Final survey of propeIiy 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. Bo 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. Ifa 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 New Construction: t~ Old or Pre-existing Building: Location of Property: '~zl. ~5~ ~-qx.,W~'rle~,~, z~e4~-, House No. Street (check one) Hamlet Owner or Owners of Property: ~ ~ O ~ Tc~z~t I',sl:~ %~_.;c.I ~ Suffolk County Tax Map No 1000, Section OO ~ Block -~ Lot L [ Subdivision Permit No. ~>~' [ O8 Date of Permit. Health Dept. Approval: I~ tO .- lO - OO~. Filed Map. Applicant: T:~q Underwriters Approval: Lot: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~O · OO Final Certificate: (check one) Applicant Signature 07/29/2011 13:33 FAX 631 788 7798 FISHERS ISLAND [~ILITY ~001 Fishers Island Utility Company P.O. Drawer E Fishers Island, NY 06390 631 788 7251 Date 7/29/2011 TO:Gary Fish FAX#1 765 9502 From: Bob Wall FAX # 631 788 7798 SubjeetBacci] e Pool Pool gates have House BP ~ 35931 been corrected. Graspable hand Number of pages including this one 1 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631 ) 765-1802 Fax (63 I) 765-9502 ro.qer, richert~town.southold ny us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Baccile Address: 2489 Equestrian Ave City: Fishers Island St: NY Zip: 639£ Building Permit #: 35108 Section: 9 Block: 3 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Connected Systems LLC LicenseNo: 45453-me SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only [~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ DuplecRecpt ~ Service 3 ph Hot Water GFCI Recpt Main Panel A/C Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: POOL HOUSE, 12 patio-stair lightsl-exhaust fan Ceiling Fixtures [~ HID Fixtures Wall Fixtures ~.~ Smoke Detectors Recessed Fixtures ~.~ CO Detectors Fluorescent Fixture ~.~ Pumps Emergency Fixtures[~ Time Clocks Exit Fixtures ~ TVSS Notes: Inspector Signature: Date: Dec 14 2011 81-Cert Electrical Compliance Form BUILOR~G DE~AR~ TOW~ OF 801~'rt'[OLO CERTIFICATION Building Permit No. Owner: P~t~ Plumber: (please print) (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this day of ~)C:7/~k~ , 20 Notary Public, ~ J~// County (Plumbers Signature) 07/29/2011 13:33 FAX 631 788 7798 FISHERS ISLAND [~ILITY ~001 Fishers Island Utility Company P.O. Drawer E Fishers Island, NY 06390 631 788 7251 Date 7/29/2011 TO: Garv Fish FAX#1 765 9502 From: Bob Wall FAX # 631 788 7798 Su~eetBaccile Pool House BP ~ 3~931 Pool gates have been corrected. Graspable hand .... ~--~~. O.K. fo~ C.O. Number of pages including this one 1 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork, net/Sonthold/ Examined Approved Disapproved a/c Expiration OCT 2 2 2O09 BLDG. DEPT. PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey. Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: Phone: Building Inspector APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS I0 - ~-I ,2009 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 the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance cfa Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises p~-'Vs~e. ~ r'r'l ~-E: (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Subdivision Block ~ Lot 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 b. Intended use and occupancy 3. Nature of work (check which applicable): New Building ,/ Addition Alteration Repair Removal Demolition Other Work Estimated Cost :x~2 , C~ Oo If dwelling, number of dwelling units If garage, number of cars Fee (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 Rear Depth Dimensions of same structure with alterations or additions: Front Depth. Height 8. Dimensions of entire new construction: Front '4<>~ Height 2.~ ' - tc~ ~ Number of Stories 9. Sizeoflot: Front ~ 41 .-/Q~ Rear ~,1 . Number of Stories Rear 'q~ - '~" .Depth Rear .Depth 24)-'7" 10. Date of Purchase ;>A~'OA~.'-'t ZoO~t· Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO ~' 13. Will lot be re-graded? YES __ NO '/ Will excess fill be removed from premises? YES / NO__ t 4. Names of Owner of premises ~'~ ~e. ~ ce Address ~tc~ cT cr~Y~vPhone No. (.2s:~) t5~'9 5~-'/7 Name ofArchitectKsNUN ~rrV~-apo~p ae.c. a4. Address~Jow.~,~l. ,4~N'-e PhoneNo {.~tz) (,,'9~' '2'::)eO Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ~ NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ,/ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ]~5~-qc-~- ~:~ ~ 04 being duly sworn, deposes and says that (s)be is the applicant (Name of individual signing contract) above named, ~He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make 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 OO- dayof rPC ,Cl -- Notary Public 2o, q Signature of Applicant Nota,y P uL~IcS-Rs0~eL L0¢ N e w NO 01~06131480 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 6706 DATE: AUGUST 22~ 2007 ISSUED TO: PETER BACCILE PROPERTY ADDRESS: EQUESTRIAN AVE., FISHERS ISLAND SCTM#9-3-11 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Tovm of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on August 22, 2007, and in consideration of application fee in the sum of $250.00 paid by Peter Baccile the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees au the following: Wetland Permit to construct a new garage/storage accessory building and install an in-ground swimming pool with pool enclosure fence, and to re-plant privet on new berm, trimmed to 4', with the condition drywells and gutters are installed to contain 1 roof run-off and the pool backwash, a line of hay bales is in place during all constructio[ activities, and all as depicted on the planting plan and site plan prepared by Kinlin Rutherfurd Architects, PLLC last dated August 22, 2007. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 19, 2009 Mr. Bruce Kinlin, A.I.A. Kinlin Rutherfurd Architects 330 West 38th St., Suite 1006 New York, NY 10018 RE: PETER BACCILE EQUESTRIAN AVE., FISHERS ISLAND SCTM#9-3-t 1 Dear Mr. Kinlin: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wed., August 19, 2009: RESOLVED, that the Southold Town Board of Trustees grants a One-Year Extension to Permit #6706, as issued on August 22, 2007. This is not an approval from any other agency. Sincerely, James .K~ing ~' President, Board of Trustees JFK:lms Jill M. Doherty, President Bob Ghosio, Jr., Vice-President James F. King Dave Bergen John Bredemeyer Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0680C DateAu stll 2011 THIS CERTIFIES that the new garage/storage accessory buildin?- in-ground swimming pool with pool enclosure fence, privet on new berm trimmed to 4', and drywells and gutters to contain roof run-off and pool backwash At Equestrian Ave., Fishers Island Suffolk County Tax Map #9-3-1 ~ Conforms to the application for a Trustees Permit heretofore ~ed in this office Dated 4/13/07.pursuant to which Trustees Wetland Permit g6706 dated 8/22/07 was issued and conforms to all of the requirements and Conditions of the applicable provisions of law. The project for which this certificate is being issued is for A new garage/storage accessory building, in-ground swimming pool with pool enclosure fence, privet on new berm trimmed to 4', and drvwells and gutters to contain roof mn-off and pool backwash. The certificate is issued to ..._PETER BACCILE owner of the_aforesaid property. Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold. NY 11971 http:l/southoldmwn.not~hfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) '/65-1809 Fax (631) 765-9064 Mailing Address: 53095 Main Road RO. Box 1179 Southol6. NY 11971-0959 REC£1YED ~, :~'ce aL 3: O0 South~n ~e~r~ FINDINGS, DELIBERATIONS AND DECISION MEETING DATE: MAY 28, 2009 ZBA FILE ~266 - PETER BACCILE and KATHERINE BACCILE, Applicants PROPERTY LOCATION: Equesthan Avenue (north/east of Oceanv~ew Avenue), Fishers Island CTM 1000-9-3-11 SEQRA DETERMINATION The Zoning Board of Appeals has visited the property under consideration in lhis application and determines that this review falls under the Type II catego~ of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODF: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and lhe Suffolk County Department of Planning issued its reply stating that this application is considered a matter for local determination as there appears to be no significant county-wide or ~nler-community impact. PROPERTY FACTS/DESCRIPTION: The subject property is a 4.48 acre conforming lot in the Residential R-80 District on Fishers Island adjacent to Little Hay Harbor. It is improved with a framed single-family residence as shown on the site plan number AO20A by Bruce D. Kinlin, Architect. BASIS OF APPLICATION: Request for a Variance under Section 280-15 based on the Building Inspector's October 16, 2008 Notice of Disapproval concerning a proposed accessory garage-storage building proposed in a side yard LWRP DETERMINATI0,N: A Letter confirming CONSISTENCY wilh ihe LWRP dated April 22, 2009 was submitted to the Board of Appeals under Chapter 268, Waterfront Consistency Review of the Town of Soulhold Cede and Local Waterfront Revitalization Program (LWRP) standards. RELIEF REQUESTED: -The applicants propose to construct an accessory structure to contain garage storage for one car/general storage/playhouse/and a half-bathroom and outdoor shower for use with an accessory swimming pool, The proposed accesso~ slructure is to be located in the side yard where the code permits location in a roar yard or, in the case of this waterfront parcel, in the front yard. ADDITIONAL INFORMATION: At the Public Headng on Apdl 23, 2009, the applicants' attorney Stephen L. Ham, III, submitted to the Board of Appeals a Memorandum dated April 23, 2009 with Exhib ts A and B documenting a change in interpretation of the location of the Baccile's proposed accessory structure. Originally the Building Depadment · ; Ppge 2 - May 28, 2009 ZBA # 6266- P. and K. Baccile CTM 9-3-11 advised the applicant's amhitect that the proposed sites for both an accessory swimming pool and an accessory garage/storage structure would be in conforming rear yard locations because they would be behind an imaginary line drawn parallel to the street line through the most distant point of the prindpal dwelling', The Droject was designed with the understanding that no variances would be m(:lulred and an application was mede to and approved by the Town Trustees, Upon application for a building permit, the architects learned the Building Department had re-interpreted the imaginary line defining the rear yard as drawn parallel to the rear lot line .rather than the front lot line. The different Interpretation did not affect the swimming pool location, but placed the proposed accessory building in the side yard. Mr Ham also explained that Mr. Baccile and his neighbor, Mr. Bonsai, had reached an agreemen!, as suggested by the Town Trustees, to shield Mr. Bonsal's view of the accessory structure and reduce noise from the pool with a berm planted with hedgerow on Mr. Baccile's property. Mr. Bonsal's attorney, Pstricia Moore, agreed that this was the case but requested from the Board that she be given the opportunity to review the details of the landscape plan and reply in writing. The Board received letters from Ms. Moore dated May 13, 2009 and Mr. Ham dated May 15 and May 19, 2009 that have been considered in this determination. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law ~267-b{3}lb)(3}11), Grant of the vadance will not produce an undesirable change in the character of {he neighborhood or a det~ment to nearby properties. The proposed accessory structure is a permitted use and common in the neighborhood. While the proposed location will make it visible from the adjoining water[rant property, it will not interfere with any views from that property, and it will not be visible from the other nearby properties to the west because of natural vegetative screening, tt will be located more than 350 ft. from Eques~an Avenue and 103 feet at the closest point from the nearest neighbor, 2. Town Law 6267~3')1b)~21. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The subject parcel has severe slopes in ~ rear yard leading to Hay Harbor. Locating the proposed structure in the conforming rear yard would require substantial land disturbance and potential edverse environmental impacts. Locating it in the conforming front yard is not desirable given the uses Of the structure, the existing vegetation and topography, and the character of the neighborhood. The proposed location in the side yard is on level ground located logically in relationship to the existing driveway and accessopj pool, and will require little land disturbance. 3, Town Law 6267-b{3){b}13'l. The variance granted herein is not substantial in so far as the proposed accessory structure is barely outaide of the rear yard on a very large parcel consisting of 4,48 acres and is only about 840 sq, ft, in size. While the~ proposed location is not completely behind the pnndpal dwelling, it is located very far from the street and in the extreme rear of the odd shaped property. 4. Town Law ~267-b(3){b)(5). The diff~lty has not been self-created but it the result of the unique topographical features of lhe site and a change in the initial interpretation by the Building Department on how to determine the location of the conforming rear yard. 5. Town Law §267-b{3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood, The location in a side yard will cause far less impact on physical and environmental conditions on the site and on Hay Harbor than would construction in a conforming front or roar yard, Page 3- May 28, 2009. ZBA # 6266- p. and K. Baccile CTM 9-3-11 6. ~ Grant ol= the requested relief is the minimUm action necessary and adequate to enable the applicant to enjoy the benelil of an accessory garage/storage/playhouse structure while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community, RESOLUTION OF THE BOARr): In considering all of the above factors and applying the balancing test under New York Town Law 267-8, motion was offered by Member Weisman, seconded by Member Simon, and duly carried, to GRANT the variance as applied for, and shown on the site plans/amhitectural-drawings prepared and stamped by Brace Kinlin, Licensed Amhitect, dated 11/26/08 and labeled 6-020, G-021, A101, AI02, A201, and A431 subject to the following condition: 1. The accessory structure shall under no c~mumstences conlain sleeping quarters. That the above condition be written into [he Building Inspector's Cedificate of Occupancy, when issued. Any deviation from the variance given such as extensions, or demolitions whid¢ are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does nol authorize or condone any current or future use, setback or other fealure of lhe subject property that may violate 63e Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action The Board reserves the right Io substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity, Members Goehringer (Chairman),~J~v=cSYrmlT~WJ'8~hnei,.der..-,(Membe¢. Weisman was V°te °f the Board: Ayes: was duly adopted (4.0)' ~- . absent). This Resolution /' 6E?C, RD'P. GOER~RINGER, ~HA ~MAN,/~I 'z-.-/2009 ~.~.. ~l~roved for Filing · Kinlin Rutherrurd Architects 330 West 38TM Street, Suite 1006 New York. NY ]_003_8 2:3.2.695.2988 775.582.t736 fax August 04, 2010 Pat Conklin Town of Southold Building Department Town Hall 53095 Main Road Southold, NY, 11971 Dear Pat, Enclosed please find 4 sets of Permit Amendment dwgs. for the Baccile Garage/Pool House, on Fishers Island, NY (Permit # 35108 with expiration on April 28, 2011). Please notice that a half bath and kitchenette have been added to the project. (Health Dept. Permit # R10-10-0024 issued on August 4, 2010). If you have any questions, or need any additional information, please don't hesitate to give me a call. Sincerely, ~ Bruce D. Kinlin, AIA www.kinlinruther[urd.com I Kinlin April 15, 2011 Pat Conklin Southold Building Department Town Hall Annex Building 54375 Route 25 P. O. Box 1179 Southold, NY 11971 (631) 765 - 1802 Dear Pat, This is a letter to request a 6-month extension for the Pool/Garage House permit at the Baccile residence on Fishers Island, NY. The permit# is 35108 and expires on April 28, 2011. Can you please call or email me to let me know you have received this request. Best Regards, Flavia Da Silva flavia@kinlinrutherfurd.com Town Hall Annex 54375 Main Road P.O. Box 1179 Southold. New York 11971-0959 Telephone (631 ) 765-1802 Fax (631 ) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD August 15, 2011 Peter & Katherine Baccile 5 Ashton Dr Greenwich, CT 06831 Re: Equestrian Dr., Fishers Island TO WHOM IT MAY CONCERN: The Following Item(s) Are Needed To Complete Your Certificate of Occupancy: ~ Application for Certificate of Occupancy. (Enclosed) ~ Electrical Underwriters Certificate. ~g~A fee of $50.00. 0~ Final Health Department Approval. -~~tbe ~rsS cS~ Irti~ ~Ctee~ i~tme~i ~ InPc~ ~i tTSo inw~°~ ~i nstge ;l~u~/ii~isagft21r4/1184) Final Planning Board Approval. Final Fire inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 35108 - Accessory Garage/Pool House 12/13/2011 09:18 8684341538 CONNECTED SYSTEMS LL PAGE 05/10 'J'm~ H~II A~n~x P.O. Bo~ 1 ~79 So.bold, NY 11~?1~)~ Telepho~ (~31) 765-180~ BL~LDING DEPARTMENT TOWN OF 80U~HOIJ) APPLICATION FOR FL!=CTRICAL INSPECTI.ON Company Name: *Address: *Closs Street: *Phone No,: Permit No,: Tax.Map District: 1000 Section: ~ *BRIEF DESCRIPTION OF WORK (Please Print Clearly) _ /,ooo 34 , · (P!ea~e Circle All That Apply) *Is job ready for inspection: ~ NO *Do you need a Terrlp Certificate: YES I NO Block: Lot: Tamp Information (If. needed] *Service Size: 1 Phase *New Sauce: P,e~o~nect Additienal Information: 82~Request f~ Inspection Form ' Rough In 3Phase 100 150 :ZOO 300 350 .400 Other; Underground Number of Meters Change of Service Overheadi PAYMENT DUE WITH APPLICATION BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted:/O/oTfl/O6/~*Date Reviewed.'/_P/e~06/O~ Applicant: ~)~'c~LJC V--,~ [t'cx Owner: ~e~¥~<~. ~ ~~ ~c Architec~Engineer: ~,~t,~ ~L~ ~*c' ~ Estimated Cost: SCTM# 1000- ~ ~ // Subdivision: Property Address: ~"~ ~£ ~L~/a,T/4 V~ Building Permits (Open/Expired): Bl~t/~ / C/0 Z- BP __ -Z / C/0 Z- __, Info: BP -Z / C/0 Z- Single & Separate Search Required? Y or l~Determination: 1LEQ. Lot Size: ~'~ O © O © ACT. Lot Size: q, ~- 0~A)-~ REQ. Front__ ACT. Front REQ Side ACT. Side REQ. Height ACT. Height_ Zone: ,~ ~P-'~9 . Conforming? ~ City: ~ 7-~ Pre COs? ., Info:/J~.-c/ Bp ~, ':/':////-Z / C/O Z- , Info: ~ , Info:-- BP -Z / ~0 Z-~ Info: ACT. Lot Cov. PROP. Rear REQ. LOt Coy. __ R.EQ. Rear Project Description: ~c~t C~,cO.,m~/'Off'b~ [t~/0~_ Waterfront.~or N? ~ 23 © t ~ If yes, water I~ody:/,~e ~ ~::vg~Panel# __ Flood Zone: ~ Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED Suffolk County Health: Y or~- If yes, *Bed#: *Date: / / *Permit#: Town Septic: Y or I' - If no, certification required: Y or N Received: Y or N By: / NYS DEC: eaz-,zcwu*s Y or~- Date: / / Permit #: or NJ Letter- Notes: SoutholdTrustees:~orN-Date:2 //~/~ Permit #: {O-~)~9 or NJ Letter - Notes: Sonthold Z a:/or -Date: 5- Per,nit #:; t*& -Notes: Southold Planning: Y or NC- Date: / / Permit #: - Notes: Town Landmark C of A: Y or 2q/DTE: /__/__ *NYS CODE Compliance (page 2): Y or N Notes: Fee Structure: Calculation: Foundation: ~C) SF l. ( [[ ( ~ SF)- ( ~_~00 First Floor: ~'5'tQ SF Second Floor: SF Other: SF 2. ( SF)- ( Total: I[ [ O SF _SF)= Io. + hfitial Fee: + Additional Fee (_ ): SF)= SF X $ __ :$ + Initial Fee: + Additional Fee ( ): TOTAL: $~.~ NEW YORK STATE CODE COMPLIANCE CItECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 / Wind Speed: 120MPH ~ Seismic Design Category/B Weathering: Severe__ Frost Depth: 36" .//Termite: M-H -~Decay: Design Temp: 11 J Ice Shield Underlay: YES // Flood Hazards: USE/OCCUPANCY CLASSIFICATION: ~ DESIGN CRITERIA: ENGINEERED~;~'~..~E FULL FRAMING DESIGN ELEMENTSw~ HEADERS: Y/N WALL STUDS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N LU1M[BER SPECIES AND GILIDE: Y/N / DESIGN LOAD CALCULATIONS:/Y4N LIVE: Y/N DEAD: Y/N SNOW: Y/N SEISM[Ci Y/N GLILDERS: Y/IN ROOF RAICTERS: WIND: Y/N WIZIDOW AND DOOR SCHEDULE: .MISSLE TEST REQUIREMENTS.; Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N '~rENT ,:1%: Y/N NAILING/CONSTRUCTION SCHEDULE:~F/~ MEANS OF EGRESS: Y/N PLUMBING RiSER DiAGILAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y?N CERTIFICATION: Y~N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) × // /- \ \ \ '\ }ED POOL ENCLOSURE FENCE AS REQUIRED BY LOCAL CODE S^ AGE/ STOR^ ,, ~ "'-~- NEW CONCRETE PAD FOR ~x~ / ~"~ x, ~ POOL EQUIPMENT / ~',~,,_ / SELF CLOSING AND SELF LATCHING POOL ENCLOSURE OATES AS REQUIRED (TYP.) Southhold lown Board of 'frustees BACCILE HOUSE A020C PROJECT: 73 / / / // / / / / /? ? ? ? ? ? ? / / LOCATION MAP SCALE 1"=400' BACCILE HOUSE K~NLIN RUTRERFURD ARCHiTECTS, PLLC SITE PLAN HALF SCALE A020B PROJECT: 73 / / LOCATION MAP SCALE 1"=400' 'Gm ~ DATE: 11/29/2011 SCALE: 1" = 40' SHEET / / / / ~ ~ ..... ~ ~ d LOCATED NOVEMBER 2009 / HAY HARBOR ' / " ~a MUNICIPAL WATER- p o A : ~ ~ ~ FISHERS ISLAND, NEW YORK PROPOSED POOL HOUSE/GARAGE, DATE: la' ~ ~ -, . N~ // ~ ~ 02/2~/2010 SCALE: 1"=40' SHEET 1 OF 1 CML ASSOCIATES ENGINEERING, ~%' ~ / sPrucE ' ~ ~ ~ ~ 1 ) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED / ~ ~ S~CTION 009, BLOCK ~ ~ APPROXIMATE LOCATION xx DATE: 11/29/201 1 ~ ~ STONE WALL SCALE: 1"= 20' ENVIRONMENTAL ctv, L MUNICIPAL WATER-ON SITE SEPTIC SYSTEM A 8 D 790' g30' F 199' 1230' H 109' 1197' SHEET LOG ISSUED SHEET DESCRIPTION X AO01 TITLE SHEET X AO02 GENERAL NOTES, LEGEND X A020 SITE PLAN X A1 O0 CONSTRUCTION PLAN X A1 O1 CONSTRUCTION PLAN X A102 ROOF PLAN X A201 EXTERIOR ELEVATIONS X A431 CONSTRUCTION DETAILS X A432 CONSTRUCTION DETAILS X A433 CONSTRUCTION DETAILS X A434 CONSTRUCTION DETAILS X A435 CONSTRUCTION DETAILS X A601 CODE ANALYSIS X S101 FOOTING, FOUNDATION PLANS AND PARTITIONS DETAILS X S102 FOUNDATION PLANS AND FRAMING PLAN X S103 FRAMING PLANS LEGEND O3 I'OR 01 EXTERIOR ELEVATION INTERIOR ELEVATIONB DOOR TAG WINDOW TAD D ~IAIL REFERENCE SECTION REFERENCE ELEVATION TAG BACCILE GARAGE FISHERS ISLAND NEW YORK TAX MAP: 1000 SECTION :009 BLOCK :3, LOT 11 COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIR/EB AND CON,'-B FIE, NS OF V SOUTHOLD TO'A,,; ,,,. SOUTrt3Lf, ~',,~!~ ~,.ANNING DOARD -- .. N.Y.S, DEC DO NOT PROCEED WIT~I FRAMING UNTIL SURVEY, OF FOUNDATION LOCATION, UNDERWR~RS ' H,A.~ BEEN APPROVED, REOI.qRED OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF O_.....d?,~NCY APP?,OVED AS NOTED DATE: /~/~)~ ~'/~"~ B P. # PBE:,!~?W' ~-- BY NOTI~ BUiLDiNG DEPARTMENT AT 765-1802 8AM TO 4PM FORTHE FOLLOWING INSPECTIONS: L FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2 ROUGH - FRAMING & PLUMBING 3. ]HSULAT~ON #, FINAL ~ COH~TRHCTION MUST BE COPP~ die :OR CO. ALL CONS~UCT[UN 8HALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK S'[ATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUC'RON ERRORS. PERMIT SET 10,19,09 PERMIT DOCUMENTS 09.15.08 PERMIT DOCUMENTS 07.20.07 PERMIT DOCUMENTS 0t,18,07 PARTIAL PERMIT DOC 12.18.06 SCHEMATIC DESIGN 11.03.06 SCHEMATIC DESIGN 09,15.06 ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. REVI9I~3N I~UE DATE BACCILE HOUSE PUD TO CHAPTER 236 OFTHE' CODE. Cl NAILI KINLIN RUTHERFURD ARCHITECTS, PLLC iRTIFICATION OF ,IG & CONNECTIONS REQUIRED, TITLE PAGE HALF SCALE PROJECT: 73 AO01 GENERAL NOTES 1)THE CONTRACTOR USING THESE DRAWINGS SHALL PERFORM ALL WORK IN ACCORDARCE WITH NEW YORK STATE AND APPLICABLE CODES HAVING JURISTICTION. 2)THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL OONDITIONS AT THE SITE PRIOR TO THE START OF WORK, AND REPORT ANY DISCREPANOIES TO THE ARCHITECT OF RECORD PRIOR EXCAVAZqON. B)THE CONTRACTOR PERFORMING THE WORK %HALL OBTAIN ALL REQUIRED PERMITS BEFORE COMMENCEMENT OF WORK(. AT THE COMPLETION OF WORK, HE SHALL HAVE ALL WORK INSPECTED BY q'HE BUILDING DEPARTMENT AND SHALL FILE AND OBTAIN A CERTIFICATE OF OCCUPANCY. 4)THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCT[ION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORSION, AND MIS-ALIGMENT% ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD PRACTICE. 5)ALL WOOD MATERIALS, DESIGNS AND CONSYRUCTION SHALL COMPLY WITH APPLICABLE CODES HAVING JURISTICTION. 6) ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR, HEMLOCK WEST COAST, OR SOUTHERN PINE WITH A MINIMUM ALLOWABLE BENDING STRESS OF Fb=1400PSI AND A MODULUS OF ELASTICITY OF E=I,'~OOBOOPS[, 7)ALL ROOF AND FLOOR JOISTS SHALL BE BFRACED WITH 1"x3" WOOD CROSS BRIDGING OR APPROVED TYPE MEfAL CROSS BRIDGING AT B'-o" O.C. MAXIMUM WITH A MINIMUM OF ONE ROW O? CROSS BRIDGING IF SPAN IS LESS THAN 15'-0'. 8)STRUCTURAL PARTS OF WOOD FRAME SHAL[L BE GREATER THAN 18" ABOVE EXPOSED GROUND SURFACE. ALL POSTS SHALL BE RIRED AT LEAST 3' ABOVE TOP OF SLAB ON GRADE. 9)THE SIZE AND NUMBER OF THE NAILS SHAILL BE IN ACCORDANCE WITH THE APPLICABLE CODES HAVING JURISTICTION. BIUILT-UP MEMBERS SHALL BE SECURELY BOLTED OR SPIKED TOOEfHER. lO)ALL EXTERIOR WALLS SHALL BE FIRESTOPPED. ALL EXPOSED WOOD SHALL BE TREATED WITH PRESERVATIVE OR BE OF EQUAL DECAY RESISTANT SPECIES. 11)ALL EXTERIOR SHEAFING SHALL BE 3/4" CDX PLYWOOD. ALL INTERIOR SUB-FLOORING SHALL BE A MINIMUM 3/4"' THICK PLYWOOD WITH ONE SIDE SMOOTH FINISH, AS PER RS 10-27. 12)ALL ROOFING SHALL BE CLASS 'A" FIBERGLASS SHINGLES FOR SLOPED ROOFS AND 5 PLY BUILT-UP ROOFING WITH 3 COATS OF MOPPED TAR FINISH FOR FLAT ROOFS, 13)PLUMBINO: ALL INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE APPLICABLE CODES HAVING JURISTICTION. - ALL UNDERGROUND BUILDING DRAINS SHALL BE UNCOATED EXTRA HEAVY CAST IRON SOIL PIPE. - HOUSE SEWERS SHALL BE UNCOATED EXTRA HEAVY EAST IRON SOIL PIPE AND FITtiNGS AND HAVE A MINIMUM DIMENSION OF 6" AS PER SECTION. - ROOF DRAINS SHALL BE CAST IRON OR OTHER CORROSION RESISTANT MATERIAL. 14)ALL HEATING TO COMPLY WITH APPLIOABLE CODES HAVING JUR[STICTION. THE CONTRACTOR SHALL NOT SCALE OFF DRAWINGS, ALL WRITTEN DIMENSION SHALL HAVE PRECEDENCE OVER GRAPHIC DIMENSION. 15)THE CONTRACTOR VERIFY AND BE RESPONSIBLE FOR ALL DIMENSION AND CONDITIONS ON THE JOB. 16) ARCHITECT OR ENGINEER OF RECORD MUS¥ BE NOTIFIED OF ANY VARIATION FROM THE DIMENSION AND CONDITIONS SHOWN BY THESE DRAWINGS. 17)ALL CONSTRUCTfON, DIMENSION, AND BETAIES SHALL CONCUR WITH AND BE DETERMINED FROM THESE DRAWINGS. 18)ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN STRICT ACCORDANCE WITH THEE LATEST EDITION OF THE ASTM SPEDIFICATION, APPLICABLE, ANO CONFORM TO THE STANDARDS AND RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES WHERE APPLICABLE. ALL MATERIALS INCORPORATED INTO THE W(ORK SHALL BE NEW. 19)THE ARCHITECT OF RECORD HAS NOT BEEN4 RETAINED FOR SUPERVISION AND ASSUMES NO RESPONSABILITY FOR THE PEFRFORMANCE OF WORK BEING DONE. 20) ALL BUILDING LOT LINES, AND GRADES SHA~,LL BE LAID OUT BY A LICENSED SURVEYOR. FINISH NOTES 1. ENSURE THAT SURFACE TO RECEIVE FINISHES ARE CLEAN, TRUE AND FREE OF IRREGULARITIES DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED COMMENCEMENT OF WORK SHALL INDICATE INSTALLER'S ACCEPTANCE OF SUBSTRATE, 2. REPAIR AND PREPARE EXISTING SURFACES SCHEDULED TO REMAIN AS NECESSARY FOR APPLICATION FOR APPLICATION OF NEW FINISHES, 5, CONTRACTOR TO INSURE DELIVERY AND INSTALLATION OF CASEWORK AND FINISH CARPENTRY WILL NOT BE DAMAGED BY OTHER CONSTRUCTION WORK, 4. ALL CODE REQUIRED LABELS SUCH AS "UL" FACTORY MUTUAL OR ANY EQUIPMENT IDENTIFICATION PERFORMANCE RATING, NAME OR NOMENCLATURE PLATES SHALL REMAIN READABLE AND NOT PAINTED, 5. THE CONTRACTOR SHALL PATCH SURFACES TO MATCH ADJACENT IN A MANNER SUITABLE TO RECEIVE FINISHES, 6. COORDINATE WITH OWNER'S DESINATED REPRESENTATIVE FOR DELIVERY AND PLACEMENT OF ALL FURNITURE AND WALL-HUNG EQUIPMENT, 7, REFER TO FINISH SCHEDULE FOR SPECIFIED FINISHES, 8, REFER TO INTERIOR ELEVATIONS FOR MOUNTING HEIGHTS REQUIRMENTS. PLUMBING NOTES 1, DO NOT SCALE FROM RISER DIAGRAMS. 2. ALL WORK SHALL BE CONE IN ACCORDANCE WITH THE BNILDING CODE OF THE TOWN OF SOUTROLD AND RS-16. 3. OBCTAIN AND PAY FOR ALL PERMITS, CERTIFICATES, ETC, REQUIREC. 4. VERIFY FIELD CONDITIONS AND LOCAL CODES BEFORE SUBMI~FING BID. 5, DELIVER CERTIFICATES OF FINAL INSPECTION TO OWNER BEFORE APPLYING FOR FINAL PAYMENT. 6, PITCH HORIZONTAL DRAINAGE PIPING 3" DIAMETER AND LESS 1/4" PER FOCT MINIMUM, OVER 3" DIA. PITCH 1/8" PER FOOT MINIMUM. 7. SPACING BETWEEN CLEAN-OUTS SHALL NOT EXCEED 50'-0". 8. GUARANTEE ALL WORK FOR A PERIOD OF 1 CONE) YEAR FROM DATE OF FINAL ACCEPTANCE, 9 ALL HOT AND COLD WATER LINES TO HAVE SHUTOFF VALVES. SMOKE DETECTOR NOTES 1) SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WITH NO SWITCHES IN THE CIRCUIT OTHER THAN THE OVER CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT, 2) ALL DETECTORS TO BE COMBINATION SMOKE ~ CARBON MONOXIDE. D.O.B. INSPECTIONS 1, AS REQUIRED BY THE LOCAL TOWN DEPARTMENT OF BUILDINGS CONTRACTOR SHALL NOTIFY DEPARTMENT OF BUILDING FOR REQUIRED INSPECTIONS PRIOR TO PROCEEDING WITH WORK. ALL INSPECTIONS DONE BY BUILDING DEPARTMENT OFFICIALS. 2. ADDITIONAL INSPECTIONS MAY BE REQUIRED AS DIRECTED BY THE DEPARTMENT OF BUILDING. SEE INSPECTION CARD. 3. CONTRACTOR SHALL INCLUDE 5% :J- OF CONTRACT SUM FOR CONTROLLED INSPECTIONS IF PERFORMED BY AN ARCHrTECT/ENGINEER W. G.C. WILL BE RESPONSIBLE FOR ANY WORK DONE WITHOUT PROPER APPROVALS FROM THE BUILD[NO DEPARTMENT. LEGEND CZZZZ O3 O1 EXIST. WALLS & CONDITIONS EXIST. WALLS TO BE REMOVED NEW INTERIOR WALL (SEE PARTITION TYPE NEW EXTERIOR WALL (SEE PARTITION SMOIKE DETECTOR DQOIR TAG WIN EbOW TAG REVISION CLOUD PARTIITION TYPE DETAIL. REFERENCE SECTIEO N REFERENCE ELE~/ATIO N TAG EXTERIOR ELEVATION INTERI(OR ELEVATIONS & DETAILS) & DETAILS) PERMIT SET :!.0.:L9.09 PERMIT DOCUMENTS 09.15,08 PERMIT DOCUMENTS 07,20,07 PERMIT DOCUMENTS 01,18.07 PARTIAL PERMIT DOC 12.18,06 SCHEMATIC DESIGN 'f 1.03.06 SCHEMATIC DESIGN 09.2L5.06 BACCILE HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC GENERAL NOTES, LEGEND AND RISER DIAGRAM HALF SCALE PROJECT: 73 AO02 ,4, 01 SITE PLAN PERMIT SET PERMIT DOCUMENTS PERMIT DOCUMENTS PERMIT DOCUMENTS PARTIAL PERMIT DOG SCHEMATIC DESIGN SCHEMATIC DESIGN BACCILE HOUSE KINLIN RUTHERFURD ARC: SITE PLAN HALF SCALE A' PROJECT: 73 L BASEMENT POOL/SPA EQUIPMENT Ol CONSTRUCTION PLAN PERMITSET 10.19.09 PERMIT DOCUMENTS 09.15,08 PERMIT DOCUMENTS 07.:20.07 PERMIT DOCUMENTS 0t,18.07 PARTIAL PERMIT DOC 12,18.06 SCHEMATIC DESIGN 11,03.06 SCHEMATIC DESIGN 09.15.06 8ACCILE HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC BASEMENT PLAN HALF SCALE PROJECT= 73 A:LO0 20* 6 -92 10'_i12'' CLOSET 8 -58 40' 5" (OUTDOOR 7 !SHOWER i 11'-281' CONCRETE SLAB W/WWF ON VAPOR BARRIER 01') PERMIT SET :LO,:L9.09 PERMIT DOCUMENTS 09.'t 5.08 PERMIT DOCUMENTS 07,20.07 PERMIT DOCUMENTS 01,:L8.07 PARTIAL PERMIT DOC 12,:[.8,06 SCHEMATIC DESIGN 2J.,03,06 SCHEMATIC DESIGN 09,15.06 BACCILE HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC 1 CONSTRUCTION PLAN GARAGE PLAN HALF SCALE PROJECT: 73 A101 01 ROOF PLAN PERMIT SET 10.19,09 PERMIT DOCUMENTS 09.15.08 PERMIT DOCUMENTS 07.20,07 PERMIT DOCUMENTS 01.3_8,07 PARTIAL PERMIT DOC 12.18,06 SCHEMATIC DESIGN 11.03.06 SCHEMATIC DESIGN 09,15.06 BACCILE HOUSE ,~INLIN RUTHERFURD ARCHITECTS, PLLC ROOF PLAN HALF SCALE o~ A102 PROJECT: 73 i~3 11 rH I 'IIF- I 111 1 I II~ ~h I~ ]~1 ,1 I !! /ilI, I / i LL ~r~,~ 77 II II I ~ ~ _1 04 ELEVATION 1/4' = 1'-¢ RIDGE ] ,. ELEV. 20'-6" ' : / ELEV. ELEV T f f [ T.O. RIDGE ELEV, 20' 6" T.O RIDGE ELEV. 17'-8 3/4" TO. GARAGE SLAB ELEV. 0'-0" T.O SURFI OOR ELEV,-1'-11 1/4" F T T.O RIDGE ELEV 17'-8 3/4" ELEV. 0'-0" ELEV. 3 ELEVATION ELEV, 20' 6" T.O RIDGE ELEV. 17'-8 3/4" GARAGE SLAB . ELEV. 0'-0" %0 SUBFI OOR ELEV, -1'-11 1/4" 02 ELEVA -,ON 01 ELEVATION PERMITSET 10,:L9,09 PERMIT DOCUMENTS 09.15.08 PERMIT DOCUMENTS 07.:20.07 PERMIT DOCUMENTS 0t,18,07 PARTIAL PERMIT DOC 12,18.06 SCHEMATIC DESIGN 11.03.06 SCHEMATIC DESIGN 09.1S.06 REVISION ISSUE DA~ BACClLE HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC GARAGE ELEVATIONS HALF SCALE PROJECT: 73 A201 RIDGE FLASHING CLASS "A" ASPFIALT ROOFING OVER 15- LB ROOFING FELT AND 3/4" EXTERIOR-GRADE PLYWOOD SHEATHING CUTTER CONTINUOUS VENT WOOD SIDING ON BUILDING PAPER ON 5/4" EXTERIOR GRADE PLYWOOD ON 2 x 6 WD, STUDS @16" o,c W/R-13 rNSULATION BETWEEN STUDS 2 x 6 BOTTOM PLATE #5 VERITCAL REBAR 24" STONE VENEER 8" POUREB FOUNDATION ii ,I I1~ ' 2" R~G~D INSULATION OWR LIQUID APPLIED WATERPF ,CLE.*~Q,_CRUSNED SRO,', ,I ._ II ,' , , ~iml II III II T ilI ,I '1 I,I TOP OF RIDGE EL.: +20' 6" TOP OF RIDGE EL.: +17'-8 3/4" ~' ~ ' ' '[L,J~''% =' OUTER I--- CONTINUOUS VENT --WOOD SIDING ON BUILDING PAPER ON 3/4" EXTERIOR GRADE PLYWOOD ON 2 x 6 WD. STUDS ~ 16" D.C. W/R 15 INSULATION BETWEEN STUDS FURRING STRIP 2 x 6 BOTTOM PLATE VERITCAL REBAR 24" O.C, STONE VENEER ~RED CONC FOUNDATION EXISTING GRADE TOP OF FOUNDATION EL.: +2'-5" TOP OF FOUNDATION EL: +0'-11 3/4" TOP OF SLAB EL.: O' 0" TOP OF FOUNDATION EL: -1'-0" EX. AVERAGE GRADE TOP OF SUBFLOOR EL.: -1'-11 1/,¢ TOP OF FOOTING EL.: -5'-5 1/4" 0 1 EAST/WEST SECTION I/2' - 1'-0' PERMIT SET :LO.&9,D9 PERMIT DOCUMENTS 09,:LS.08 PERMIT DOCUMENTS 07.20,07 PERMIT DOCUMENTS O:L'~ 8.07 PARTIAL PERMIT DOC 12,18,06 SCHEMATIC DESIGN 'H ,03.06 SCHEMATIC DESIGN 09.15,06 BACCILE HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC GARAGE SECTIONS HALF SCALE A431 PROJEOT: 73 RIDCE FLASHING CLASS "A" ASPHALT ROOFING OVER 15-- LB ROOFING FELT AND si4" EXTERIOR-GRADE PLYWOOD SHEATHING RIDGE FLASHING GLASS "A" ASPHALT ROOFING OVER 15- LB ROOFING FELT AND ~/4" EXTERIOR-GRADE PLYWOOD SHEATHING OUTER CONTINUOUS VENT WOOD SIDING ON BUrLDING PAPER ON 3/z-'' EXTERIOR GRADE PLYWOOD ON 2 x 6 WD. STUDS ¢ 16" cc. W/R-13 INSULATION 9ETWEEN STUDS 2 x 5 BOTTOM PLATE #5 VERrTCAL REBAR 24" O.C.-- POURED CONE.- FOUND~ON STONE VENEE I _ L ,I iI '~2 X 12 JOIST POOL/SPA EQUIPMENT \, ~ \,- STONE FBOOR \ "~ THIN MORTAR "~ ,5/4" .~_UB_FLOOR __ i I TOP OF RIDGE J; L_ 11--4" CONCRETE SLAB 6mm VAPOR BARRIER CRUSHED STONE ,, I P EL.: +2D'-D" TOP OF RIDGE EL.: +17' 8 3/4" TOP OF FOUNDATION +0'-11 3/4" TOP OF SLAB EL.: 0'- 0" EX, AVERAGE GRADE (41' 6") a ,,, TOP OF SUBFLOOR · EL.: 1'-11 1/4" TOP OF FOOTING EL.: -5'-5 1/4" TOP OF FOOTING EL.: -9'-9 1/4" 0 1 EAST/VVEST SECTION PERMITSET 10.19.09 PERMIT DOCUMENTS 09.15.08 PERMIT DOCUMENTS 07.20.07 PERMIT DOCUMENTS 01.18.07 PARTIAL PERMIT DOC 12,18,06 SCHEMATIC DESIGN 11.03.06 SCHEMATIC DESIGN 09.15,06 REVISION ISSUE DATE BACClLE HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC GARAGE SECTIONS HALF SCALE PROJECT: 73 A432 RIDGE FLASHING CLASS "A' ASPHALT ROOFING OVER 15 LB ROOFING FELT AND ~/~" EXTERIOR-GRADE PLYWOOD SHEATHING _1 TOP OF RIDGE EL,: +17'-8 3/4" CONTINUOUS VENT WOOD SIDING ON BUILDING PAPER ~ ON 5/4" EXTERIOR GRADE PLYWOOD ON 2 x 6 WD. STUDS @ 18" D.C. W/R-13 INSULATION BETWEEN STUDS 2 x 6 BOTTOM PLATE -,, #5 VERITCAL REBAR 24" O.C. 8" POUREO CONC, Fq3UNOATION STONE VENEER 2" RIGID INSULATION OVER LIQUID APPLIED GROUT CLEANE~D CRUSHED ¥' TILE [I ' 'l! ',L II Ii ],41'1 I[ ' ILl, , · II -II x-2 X 12 POOL/SPA JOIST EQUIPMENT \ \~STONE FLOOR ~\, THiN MORTAR \ /-3/4" SUBFLOO~R L4" CONCRETE SLAB 6mm VAPOR BARRIER CRUSHED STONE TO TOP OF FOUNDATION ~EL.: +0'-11 3/4" TOP OF SLAB EL: 0'-0" TOP OF SUBFLOOR ~ EL.: -1' 11 1/4" TO TOP OF FOOTING EL.: 5' 5 1/4" TO TOP OF FOOTING EL.: -9'-9 1/4" 0 1 EAST/WEST SECTION PERMIT SET 10.19.09 PERMIT DOCUMENTS 09,15,08 PERMIT DOCUMENTS 07,20.07 PERMIT DOCUMENTS 01.18,07 PARTIAL PERMIT DOC 12.18.06 SCHEMATIC DESIGN 11.03.06 SCHEMATIC DESIGN 09.15.06 REVISION ISSUE DATE BACCILE HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC GARAGE SECTIONS HALF SCALE A433 PROJECT: 73 RIDGE FLASHINB CLASS "A" ASPHALT ROOFING OVER 15-LB ROOFING FELT AND EXTERIOR-GRADE PLYWOOD SHEATHING CONTINUOUS VENT (2) 2 X 6 HEADER WOOD SIDING ON BUILDING PAPER ON 5/4" EXTERIOR GRADE PLYWOOD ON 2 x 6 WD. STUDS 8 16" o.c, W/R-15 INSULATrON BETWEEN STUDS FURRING STRIP STONE VENEER--~ EXTERIOR GRADE PLYWOOD -- 2 x 6 BOTTOM PLATE #5 VERITCAL REBAR 24" O,C, ~ POURED CONC, FOUNDATION ~.. 2" RIGID OVER LIQUID WATERPF CLEANE~CRUSHED TILE TOP OF RIDGE EL.: +20'-6" TOP OF RIDGE EL.; +17'-B 5/W" TOP OF FOUNDATION ~EL.: +0'-11 5/4" TOP OF SLAB ~ EL.: 0'-0" TOP OF FOUNDATION EL.: 1'-0" TOP OF FOOTIND EL.: 5'-5 1/4" I J' 01 NORTH/SOUTH SECTION PERMITSET 10,19.09 PERMIT DOCUMENTS 09.15.08 PERMIT DOCUMENTS 07.20,07 PERMIT DOCUMENTS 01.18.07 PARTIAL PERMIT DOC 12,18,06 SCHEMATIC DESIGN 11,03,06 SCHEMATIC DESIGN 09.15.06 BACCILE HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC GARAGE SECTIONS HALF SCALE A434 PROJECT: 73 RIDGE FLASHING CLASS "A" ASPHALT ROOFING OVER 15 LB ROOFING FELT AND s/4' EXTERIOR GRADE PLYWOOD SHEATHING GUT CONTINUOUS VENT WOOD SIDING ON BUILDING PAPER ON 3/4" EXTERIOR GRADE PLYWOOD ON 2 x 6 WD, STUDS © 16" o,c, W/R-15 INSULATION BETWEEN STUDS (3) 2 X 6 HEADER 4" POURED CONCRETE SLAB AT ENTRY AREA TO ACCOMMODATE 2" STONE FLOOR. STONE FLOOR TO ~FLUS~WTI~ 6" CONCRETE SLAB AT GARAGE AR£A 8" POURED CONC,'/ FOUNDATION iI ' 2" RIGID INSULATION LIQUID APPLIED ,I CLEAN~ CRUSHED STONE 4" TILE "1 RIDGE FLASHING --CLASS "A" ASPHALT ROOFING OVER 15 LB RDOFINC FELT AND ~/~" EX~RIOR-ORADE PLYWOOD SHEATHING II, i !!' POOL/SPA EQUIPMENT TOP OF RIDGE EL.: +20' 6" TOP OF RIDGE EL.: +17' 8 5/4" TOP OF FOUNDATION ~EL.: +0'-11 3/4" TOP OF SLAB EL,: O' 0" TOP OF SUBFLOOR ~ EL,: 1'-11 1/4" TOP OF FOOTING EL.: 5'-5 1/4" TOP OF FOOTING EL,: 9'-9 1/4" 01 NORTH/SOUTH SECTION PERMIT SET 10.19.09 PERMIT DOCUMENTS 09,15,08 PERMIT DOCUMENTS 07.20,07 PERMIT DOCUMENTS 01.18.07 PARTIAL PERMIT DOC ~.2.::L8.06 SCHEMATIC DESIGN ~J..03.06 SCHEMATIC DESIGN 09,t5,06 BACCILE HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC GARAGE SECTIONS HALF SCALE PROJECT: 73 A435 BACCILE GARAGE - FISHERS ISLAND Ground (MPH) Snow Wind Speed Load 45 20 TABLE R301.2(1) CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA Seismic I SiBJECT TO iAMAGE FRiM Design Frost Line -- Category WeatheNng Depth Termite Decay - -- . Moderate Sl[ghtto B l/ SevereI 36 I toHeavy I Modera,e Winter IceshieJd Design Underlay Flood Temp Required? Hazard ~ Yes N/A 07 ES,GN CRITE.,A CODE ANALYSIS: USE/OCUPANCY, R5 (1 CAR GARAGE AND STORAGE) HEIGHT AT RIDGE: 22' 4" FIRE AREA: 753 SO, FT. ~PE OF CONSTRUCTrON, TYPE 5 DESIDN CRITERIA, PRESCRIPTIVE FRAMING MATERIAL: DOUGLAS FIR #2 THIS BUILDING IS DESIGNED TO MEET ALL OF THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NEW YORK, THE WOOD FRAMED STRUCTURE HAS SEEN DESIGNED TO THE SPECIFICATIONS SET FORTH IN THE WOOD FRAME CONSTRUCTION MANUAL (WFCM) HIGH WIND ADDITION FOR 120 MPH WIND SPEED CATEGORY. SMOKE ALARMS PROVIDED AS PER NFPA 72 - SECTION R 517,1, LATERAL FRAMING AND SHEAR CONNECTIONS' ~rol framing grid shear connections for the roof ossembry are to be mode in occordonce with robie 3.1 of the W,F,C,M. This noifing schedule shown beJow fs that schedule wi[h all values Included, UPLIFT CONNECTIONS: ~f to woll, woiJ to well, ond wail to foundation connections meet or exceed the requirements from table 3.3B or 3,3 in the W.FC,M. 1. Connectors speciflceDons exceed the uplift load, lateral Iood, and sheer road requirements specified in table 53. 2. Any connection, roof to waJI, wall to woll, grid wall to foundoDon, that is not mode with an engineered connector, must be nailed [n dccordance with the nail schedule. RAFT~ER/TOP PLATE CONNECTORS: Eoch rafter must be connected ta the wall top plate with Q Simpson M8 connector following the m nuf~cfurers specifications (see drowing 04). RIDGE STRAPS: Ridge straps shall be attoched to each pair of opposing rafters. Ridge strap connections meet the requirements given in table 3.4 of the W.F,C,M, OVERTURNrNG RESISTANCE: ~wns are provided o~ each end of ali shear wails in accordance wlth figure 2.2d of the W.F.C.M. Specific hordwere is shown in drawings 01 ond 02. RO~OF SHEATHING: In the 4' perimeter edge zone of all roof areas, 8d common nogs will be spaced g" O,C. at panel edges end 12" at intermediate supports in the panel field. In the interior zones, 8d common nails shall be spaced in the same manner, 6" spacing et panel edges and 12" spacing at intermediate supports These patterns meet the requirements of the 120 mire per hour wind speeds on table 3,8 of the W.F.C.M, WALL SHEATHING: Wall sheothin9 attachment for all exterior wolis and all interior sheer walls sholl be 4" O.C. at panel edges end 8" O.C, at intermediate supparls ~n the panel, FLOOR JOIST BRIDGrNG: Bridging shoJI be instaIJed in ell floor framing systems between ioists et 6 foot intervals, FLOOR DIAPHRAGM BRACING Blocking end cannecDons shall be provided, at ponel edges perpendicular to floor from[ng members in the firs[ two bays of framing, and shell be spoced at a max[mum of 4' 0 C,, WOOD ST~U D S: All wood framing is Dough]s fir #2, Exterior walls are 2x6 framed wolls with 5/~-" ~nch plywood Interior walls, unless noted otherwise ore framed with 2xes. At all corners, a minimum of three studs shall be used in afl walls. T~OP PLATES: Double top plates shall be provided at the top of ell interior and exterior load bearing wans. The double plates shall overlap at corners and at intersections with other exterior or interior load bearing wails. PROTECTION AT OPENINGS: Wood structural panels with e minrmum thickness of 7/16 th ach will be mede for placement et o1[ openings un the north exterior wall These penels will be precut to cover these glazed openings. The attachment will be 2-1/2" #6 screws, with 9" spacing at the perimeter. This screw and spacing is in accordance with Table 1609.1.4, Nailing Schedule 06 CODE ANALYSIS FROM WFCMI 5 NAILING SCHEDULE ~TION NOTES; - ALL HOLDOWNS USE ~" STUD MACHINE BOLTS (HD6A - 2, HDBA 3, MDIOA - 4) AND STEEL NYLON LOCKING NUTS - ALL ANCHOR BOLTS ARE 7/8" DIAMETER - FRAMJNg AT INSTALLATION LOCATIONS WILL BE DOUBLED AND NAILED 5" O,C, - MACHrNE BOLTS MUST HAVE $" OF BEARING IN VER]}CAL MEMBERS - BOLT HOLES SMALL BE A MINrMUM OF .~2" TO A MAXIMUM OF ~fs" LARGER THAN THE BOLT DrAMETER (PIER 1997 NBS, SECTION 8.1,2,1) - STANDARD WASHERS ARE REQUrREB ON STUD BOLTS AGArNST WOOD. NO WASHER [S REQUrRED ON LOAD TRANSFER PLATE OF HOLDOWN - HOLDOWN WILL BE LOCATED FLUSH WITH BOTTOM PLATE, EXCEPT WHERE TWO HOLDOWNS OCCUR - WHERE TWO MOLDOWNS ARE rNSTALLED ON THE SAME MEMBER, ONE ROLDOWN WILL BE INSTALLED FLUSH VNITH BOTTOM PLATE AND ONE WILL BE STAGGERED VERTICALLY ABOVE FIRST HOLDOWN - ANCHOR BOLT NUTS SHOULD BE FINGER-TrgHT PLUS ~ TO ~ TURN WITH A WRENCH, WJTH CONSIDEBATIOiN GIVEN TO POSSIBLE FUTURE WOOD SHRINKAGE. CARE SHOULG DE TAKEN NOT TO OVER-TORQUE THE NUT, - STUD BOLTS SHOULG BE SNUGLY TIGHTENED (1997 NDE, SECTION 81.2 4) 04 HOLDOWN INSTALLATION 0~SIMPSON CONNECTORS SIMPSON ND1DA (2) SIMPSON HDIOA 1~1-1/4" x 20GA STRAP ~....... SIMPSON HBJ SIMPSON HD10A SIMPSON HDIO O~ CON~ECTOR LOCATIONS SIMPSON HDIOA 2 ( 05 ! ''~ o5 SJMPSON HDIOA (2) srMPSON HDIOA CLOSET 1 SIMPSON HDIOA ~ 03) , 2 , (2) SIMPSON HGIOA I (2) SIMPSON HDiOA1 01 HOLDOWN LOCATIONS PERMIT SET 10.19.09 PERMIT DOCUMENTS 09.15.08 PERMIT DOCUMENTS 07.20.07 PERMIT DOCUMENTS 01.18.07 PARTIAL PERMIT DOC SCHEMATIC DESIGN 11.03.06 SCHEMATIC DESIGN 09.15.06 8ACCILE HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC CODE ANALYSIS HALF SCALE PROJECT: 73 A601 TYP. INTERIOR WALL-N.T.S. x 6 WOOD STUDS 16" o,c. (TYPO R-13 INSULATION 5/8" FC "X" OYP ED. (FINISH TO EXTEND TO CEILING) 5/8" EXTERIOR GRADE GYP. ED. SHEATHING (FINISH TO EXTEND TO UNDERSIDE OF COLLAR TIE) TYP, EXTERIOR WALL-N.T.S. 2 x 6 WOOD STUDS @ 16" c.c. (~P.) NEW EXTERIOR FINIS~H TO MATCH CEDAR SHAKES ON HOUSE R-13 INSULATION S/a" FC "X" GYP., BB. (FINISH TO EXTEND TO CEILING) 5/8" EXTERIOR GRADE GYP. ED. SHEATHING OR 5/4" EXTERIOR GRADE PLYWOOD SHEATHING BUILDING PAPER 05 PARTITIONS DETAILS ~/~"=~'-o' I I LINE OF 8" CONCRETE FOUNATION WALL / / LINE OF 2" STONE VENEER LINE OF CONCRETE FOO~NG BELOW 19' 87101' ' 8" POURED CO>NCRETE FOUNDAqON W~ALL LINE OF CONCRETE FOOTING BELOVN I LINE OF FOUNDATION I ABOVE A WOOD SIDING ON BUILDING PAPER ON 3/4" EXTERIOR GRADE PLYWOOD ON 2 x 6 WD, STUDS © 16" c.c. W/R-15 INSULA~ON BETWEEN STUDS FURRING STRIP 2 x 6 BOTTOM PLATE #5 VERITCAL REBAR 24" O.C. POURED CONC, FOUNDATION RIGID INSULA~ON OVER APPLIED WATERPROOFING CRUSHED STONE TILE DRAIN 04 FOUNDATION DETAIL WOOD SIDING ON BUILDING PAPER ON 3/4" EXTERIOR GRADE PLYWOOD ON 2 x 6 WI:). STUDS @ 18" o,c. W/R-13 INSULATION BETWEEN STUDS 2 x B BOTTOM PLATE-- #5 VERITCAL REBAR 24" O.C.~. STONE VENEER 8" POURED CONC, FOUNDATION 2"X 12" JOIST 2" RIGID INSULATION OVER LIQUID APPLIED WATERPROOFING CLEANED, CRUSHED STONE 4" TILE ORAIN 0'"~ FOUNDATION DETAIL '") BASEMENT FOUNDATION PLAN CONCRETE FOUNDA~ON WALL ABOVE LINE OF CONCRETE FOOqNG A 6 -3~ 01 FOOTING PLAN PERMIT SET 10.19.09 PERMIT DOCUMENTS 09.15.08 PERMIT DOCUMENTS 07.20,07 PERMIT DOCUMENTS 01.18.07 PARTIAL PERMIT DOC 12,18.06 SCHEMATIC DESIGN 11.03.06 SCHEMATIC DESIGN 09,15,06 BACCILE HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC FOOTING PLAN, FOUNDATION PLAN & PARTITIONS DETAILS HALF SCALE PROJECT: 73 S101 a 0~'") LOWER LEVEL FRAMING PLAN 20' 3" 13'-2" ELEV 'ii' 8" POURED CONCF~ETE FOUNDATION WALL LINE OF CONCRETE FOO~NG BELOW LINE OF 8" CONCRETE FOUNATION WALL LINE OF 2" STONE VENEER LINE OF CONCRETE FOOTIN8 BELOW ?1 AB ELE'v SLAB ELEV C" O' 10' 8" 3' 11" 01 FOUNDATION PLAN PERMIT SET 10,'l 9.09 PERMIT DOCUMENTS 0g.15,08 PERMIT DOCUMENTS 07.20.07 PERMIT DOCUMENTS 01.~.8.07 PARTIAL PERMIT DOC :L2,1S.OS SCHEMATIC DESIGN 1~.,03,06 SCHEMATIC DESIGN 09,15,06 REVISION ISSUE DATE BACCILE HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC FOUNDATION AND FRAMING PLANS HALF SCALE PROJECT: 73 S102 III III III III III JII III -~- III '~ III IIJ I1~ .I dl × I / I I I --~ I I I ,× I I I I 02 ~COLLAR TIE FRAMING /~'= ~'-o" 01 ROOF FRAMING PLAN PERMIT SET 10.19.09 PERMIT DOCUMENTS 09.15.08 PERMIT DOCUMENTS 07,20.07 PERMIT DOCUMENTS 01.18.07 PARTIAL PERMIT DOC 12.18.06 SCHEMATIC DESIGN 11,03,06 SCHEMATIC DESIGN 09,15,06 REVISION ISSUE DATE BACCILE HOUSE FISHERS ISLAND, NEW yORK KINLIN RUTHERFURD ARCHITECTS, PLLC FRAMING PLANS HALF SCALE S103 PROJECT: 73 SHEET LOG ISSUED X X X X X X X X X X X X X X X X X X SHEET DESCRIPTION AO01 TITLE SHEET AO02 GENERAL NOTES, LEGEND & PLUMBING DIAGRAM A1 O0 CONSTRUCTION PLAN A101 CONSTRUCTION PLAN A102 ROOF PLAN A201 EXTERIOR ELEVATIONS A431 CONSTRUCTION DETAILS A432 CONSTRUCTION DETAILS A433 CONSTRUCTION DETAILS A434 CONSTRUCTION DETAILS A435 CONSTRUCTION DETAILS A436 CONSTRUCTION DETAILS A501 WINDOW SCHEDULE A60'1 CODE ANALYSIS S101 FOOTING, FOUNDATION PLANS AND PARTITIONS DETAILS S102 FOUNDATION PLANS AND FRAMING PLAN S103 FRAMING PLANS E101 ELECTRICAL PLAN LEGEND O3 04~02 01 EXTERIOR ELEVATION INTERIOR ELEVATIONS DOOR TAG WINDOW TAG DETAIL REFERENCE SECTION REFERENCE ELEVATION TAG BACCILE GARAGE FISHERS ISLAND NEW YORK TAX MAP: 1000 SECTION:O09 BLOCK: 3, LOT 11 201O BLDG, DEP~ TOWNO£SOUTHOLD PERMIT AMENDr% PERMIT DOCUME PERMIT OOCU~IE PERMIT DOCUME PARTIAL PERMIt- SCHEMATIC DESI SCHEMATIC DESI BACCILE HOUSE KINLIN RUTHERFURD ~ TITLE PAGE FULL SCALE PROJECT: 73 GENERAL NOTES 1) THE CONTRACTOR USING THESE DRAWINGS SHALL PERFORM ALL WORK IN ACCORDANCE WITH NEW YORK STATE AND APPLICABLE CODES HAVING JURISTICTION. 2)THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL CONDITIONS AT THE SITE PRIOR TO THE START OF WORK, AND REPORT ANY DISCREPANCIES TO THE ARCHITECT OF RECORD PRIOR EXCAVATION~ 5)THE CONTRACTOR PERFORMING THE WORK SHALL OBTAIN ALL REQUIRED PERMITS BEFORE COMMENCEMENT OF WORK. AT THE COMPLETION OF WORK, HE SHALL HAVE ALL WORK INSPECTED BY THE BUILDING DEPARTMENT AND SHALL FILE AND OBTAIN A CERTIFICATE OF OCCUPANCY. 4)THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, D[STORSION, AND MIS AUGMENTS ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD PRACTICE, 5)ALL WOOD MATERIALS, DESIGNS AND CONSTRUCT]ON SHALL COMPLY WITH APPLICABLE CODES HAVING JURISTICTION. B) ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR, HEMLOCK WEST COAST, OR SOUTHERN PINE WITH A MINIMUM ALLOWABLE BENDING STRESS OF Fb-1400PSI AND A MODULUS OF ELASTICI~ OF E-1400000PSI. 7) ALL ROOF AND FLOOR JOISTS SHALL BE BRACED WITH 1"x3" WOOD CROSS BRIDGING OR APPROVED ~YPE METAL CROSS BRIDGING AT 8' 0" O.C MAXIMUM WITH A MINIMUM OF ONE ROW OF CROSS BRIDGING IF SPAN IS LESS THAN 15' 0", $)STRUCTURAL PARTS OF WOOD FRAME SHALL BE GREATER THAN 18" ABOVE EXPOSED GROUND SURFACE. ALL POSTS SHALL BE RISED AT LEAST 5" ABOVE TOP OF SLAB ON GRADE. 9)THE SIZE AND NUMBER OF THE NAILS SHALL BE IN ACCORDANCE WITH THE APFUCABLE CODES HAVING JURISTICTION. BUILT UP MEMBERS SHALL BE SECURELY BOLTED OR SPIKED TOGETHER. lO)ALL EXTERIOR WALLS SHALL BE F]RESTOPPED. ALL EXPOSED WOOD SHALL BE TREATED WITH PRESERVATIVE OR BE OF EQUAL DECAY RESISTANT SPECIES. 11)ALL EXTERIOR SHEATING SHALL BE 5/4" COX PLYWOOD. ALL INTERIOR SUB FLOORING SHALL BE A MINIMUM 5/4" THICK PLYWOOD WITH ONE SIDE SMOOTH FINISH, AS PER RS 10 27. 12)ALL ROOFING SHALL BE CLASS "A' FIBERGLASS SHINGLES FOR SLOPED ROOFS AND 5 PLY BUILT-UP ROOFING WITH .3 COATS OF MOPPED TAR FINISH FOR FLAT ROOFS. 15)PLUMBING: ALL INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE APPLICABLE CODES HAVING JDRISTICTION. ALL UNDERGROUND BUILDING DRAINS SHALL BE UNCOATED EXTRA HEAVY CAST IRON SOIL PIPE. - HOUSE SEWERS SHALL BE UNCOATED EXTRA HEAVY CAST IRON SOIL PIPE AND FITNNGS AND HAVE A MINIMUM DIMENSION OF 6" AS PER SECTION. - ROOF DRAINS SHALL BE CAST IRON OR OTHER CORROSION RESISTANT MATERIAL 14)ALL HEATING TO COMPLY WITH APPLICABLE CODES HAVING JURISTICTION. THE CONTRACTOR SHALL NOT SCALE OFF DRAWINGS, ALL WR]~EN DIMENSION SHALL HAVE PRECEDENCE OVER GRAPHIC DIMENSION. 15)THE CONTRACTOR VERIFY AND BE RESPONSIBLE FOR ALL DIMENSION AND CONDITIONS ON THE JOB. 16)ARCHDECT OR ENGINEER OF RECORD MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSION AND CONDITIONS SHOWN BY THESE DRAWINGS. 17)ALL CONSTRUCTION, DIMENSION, AND DETAILS SHALL CONCUR WITH AND BE DETERMINED FROM THESE DRAWINGS. 18)ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE ASTM SPECIFICATION, APPLICABLE, AND CONFORM TO THE STANDARDS AND RECOMMENDATIONS OF TBE VARIOUS TRADE INSTITUTES WHERE APPLICABLE. ALL MATERIALS INCORPORATED INTO THE WORK SHALL BE NEW 19)THE ARCHITECT OF RECORD HAS NOT BEEN RETAINED FOR SUPERVISION AND ASSUMES NO RESPONSASILITY FOR THE PERFORMANCE OF WORK BEING DONE, 20) ALL BUILDING LOT LINES, AND GRADES SHALL BE LAID OUT BY A LICENSED SURVEYOR. FINISH NOTES 1. ENSURE THAT SURFACE TO RECEIVE FINISHES ARE CLEAN, TRUE AND FREE OF IRREGULARITIES DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED COMMENCEMENT OF WORK SHALL INDICATE INSTALLER'S ACCEPTANCE OF SUBSTRATE. 2. REPAIR AND PREPARE EXISTING SURFACES SCHEDULED TO REMAIN AS NECESSARY FOR APPLICATION FOR APPLICATION OF NEW FINISHES. 5. CONTRACTOR TO INSURE DELIVERY AND INSTALLATION OF CASEWORK AND FINISH CARPENTRY WILL NOT BE DAMAGED BY OTBER CONSTRUCTION WORK. 4. ALL CODE-REQUIRED L~BELS SUCH AS "UL" FACTORY MUTUAL OR ANY EQUIPMENT IDENTIFICATION PERFORMANCE RATING. NAME OR NOMENCLATURE PLATES SHALL REMAIN READABLE AND NOT PAINTED. 5. THE CONTRACTDR SHALL PATCH SURFACES TO MATCH ADJACENT IN A MANNER SUITABLE TO RECEIVE FINISHES. 6. COORDINATE WITH OWNER'S DESINATED REPRESENTATIVE FOR DELIVERY AND pLACEMENT OF ALL FURNITURE AND WALL-HUNG EQUIPMENT 7 REFER TO FINISH SCHEDULE FOR SPECIFIED FINISHES 8. REFER TO INTERIOR ELEVATIONS FOR MOUNTING HEIGHTS REQUIRMENTS. LEGEND + EXIST. WALLS &c ¢__--Z__--__--~_p- EXIST. WALLS TO BE NEW INTERIOR WALL ~ NEW EXTERIOR WALL CONDITIONS REMOVED (SEE PARTITION TYPE ~ DETAILS) (SEE PARTITION TYPE & DETAILS) SMOKE D~ECTOR DOOR TAG PLUMBING NOTES 1. DO NOT SCALF FROM RISER DIAGRAMS. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE BUILDING CODE OF THE TOWN OF SOUTHOLD AND RS 15 5. OB%AIN AND PAY FOR ALL PERMITS, CERTIFICATES, ETD REQUIRED. 4. VERIFY FIELD CONDITIONS AND LOCAL CODES BEFORE SUBMIBING BIB. 5. DELIVER CERTIFICATES OF FINAL INSPECTION TO OWNER BEFORE APPLYING FOR RNAL PAYMENT. 6 PITCH HORIZONTAL DRAINAGE PIPING 5" DIAMETER AND LESS 1/4" PER FOOT MINIMUM, OVER 5" DIA. PITCH 1/8" PER FOOT MINIMUM, 7. SPACING BETWEEN CLEAN-OUTS SHALL NOT EXCEED 50'-0", R. GUARANTEE ALI WORK FOR A PERIOD OF 1 (ONE) YEAR FROM DAq- OF FINAl ACCEPTANCE 9. ALL HOT AND COLD WATER LINES TO HAVE SHUTOFF VALVES. WINDOW TAG REVISION CLOUD PARTITION T~PE DETAIL REFERENCE SECTION REFERENCE ELEVATION TAG SMOKE DETECTOR NOTES 1) SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WITH NO SWITCHES IN THE CIRCUIT OTHER THAN THE OVER CURRENT D~VICE PROTECTING THE BRANCH CIRCUIT. 2) ALL DETECTORS TO BE COMBINATION SMOKE & CARBON MONOXIDE 03 04~%02 Ol EXTERIOR ELEVATION INTER]OR ELEVATIONS D.O.B. INSPECTIONS 1 AS REQUIRED BY THE LOCAL TOWN DEPARTMENT OF BUILDINGS CONTRACTOR SHALL NOTIFY DEPARTiMENT OF BUILDING FOR REQUIRED INSPECTIONS PRIOR TO PROCEEDING WITH WORK. ALL INSPECTIONS DONE BY BUILDING DEPARTMENT OFFICIALS. 2. ADDITIONAL INSPECTIONS MAY BE REQUIRED AS DIRECTED BY THE DEPARTMENT OF BUILDING, SEE INSPECTION CARD. 3. CONTRACTOR SHALL INCLUDE 3% ~- OF CONTRACT SUM FOR CONTROLLED INSPECTIONS IF PERFORMED BY AN ARCHITECT/ENGINEER 4. G.C. WILL BE RESPONSIBLE FOR ANY WORK DONE WITHOUT PROPER APPROVALS FROM THE BUILDING DEPARTMENT. KITCHENETTE SINK - (N) iHWASHER (N) 3"0 STACK VENT 2"0 POWDERROOM 2"0 EXISTING 4"0 C.V, LINE SINK TOILET (N) 3"0 STACK VENT (N) OUTDOOR SHOWER OUTDOOR SHOWER (N) 3"0 C,V, LINE CLEANOUT 0 1..TsPLUMBING RISER DIAGRAM PERMIT AMENDMENT SET 08.04,'i 0 PERMIT DOCUMENTS 09.15,08 PERMIT DOCUMENTS 07,20,07 PERMIT DOCUMENTS 01.18.07 PARTIAL PERMIT DOC 12.18.06 SCHEMATIC DESIGN '11.08.06 SCHEMATIC DESIGN 09.15.06 BACCILE HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC GENERAL NOTES, LEGEND AND RISER DIAGRAM FULLSCALE PROJECT: 73 AO02 SEE FILTER EQUIPN~ENT LAYOUT DWG. BY WAGNER POOLS FOR DETAILS POOL/SPA EQUIPMENT 18'-5]~" POOL HEATER BASEMENT 20'-185" INSTALL FLOOR CRA]N. LOCA~ON TO BE COORDINATED WITH POOL CONTRACTOR UP 7 58 12" X 12" MIN. CHASE FOR POOL HEATER VENT ', 01/' PERMIT AMENDMENT SET 08.04.10 PERMIT DOCUMENTS 09.15,08 PERMIT DOCUMENTS 07.20.07 PERMIT DOCUMENTS 01.18.07 PARTIAL PERMIT DOC 12.18.06 SCHEMATIC DESIGN &1.03.06 SCHEMATIC DESIGN 09.15 06 BACCILE HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC 1 CONSTRUCTION PLAN BASEMENT PLAN FULL SCALE PROJECT: 73 A'IO0 20' 0" UN'DER POOL HEAmR~i BASEMENT BELOW 10' 10" MAKE HATCH DOOR I AS WIDE AND LONG AS POSSIB~, k OU I~OOR SHOWER POWDER ROOM 20'_5' L J ii 12; × ~" U~N. CNASE FOR POOL HEATER ¥I,T II 4AL LOCATION IOL LIGHT JUNCFIDN BOXES ANDI/ CA JET AIR LINES~O BE ICOORDI,ATED lB POOL CONm~CTOR ' II CONORE~ SLAB W/WW~ I II ON VAPOR BARRIER lO'LO" 1 CONSTRUCTION P~N PERMIT AMENDMENT SET 08.04,10 PERMIT DOCUMENTS 09.15.08 PERMIT DOCUMENTS 07,20,07 PERMIT DOCUMENTS 01.18.07 PARTIAL PERMIT DOC 12.18.06 SCHEMATIC DESIGN 11.03,06 SCHEMATIC DESIGN 09.15.06 BACCILE HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC GARAGE PLAN FULL SCALE PROJECT: 73 A101 I I ' I PERMIT AMENDMENT SET 0E.04.10 PERMIT DOCUMENTS 09,:L5.08 PERMIT DOCUMENTS 07.20,07 PERMIT DOCUMENTS 01,18.07 PARTIAL PERMIT DOC 12.18.06 SCHEMATIC DESIGN 11.03.06 SCHEMATIC DESIGN 09.15.06 BACCILE HOUSE KiNLIN RUTHERFURD ARCHITECTS, PLLC 01 ROOF PLAN ROOF PLAN FULL SCALE PROJECT: 73 A102 ~E F_~ I ITl flnl_ I~ Il ,r I I, I~1~1 i~r: 3 Il ,'1 Xll'l LB:II'Ill- ./I_L'[- ~ ,Yrl[rF1' _ iLL,ii , ,_ , , o ~[1' liT ]]Il' lllJlllllI {,IIE~ n · 4 ELEVATION RIDGE , ELEV. 20'-6" RIDGE ELEV. 17'-8 5/4" ELEV O'-O" TO SUBFLOOR ELE¥. -1'-11" 1 1 1 [ f %0 RIDGE TO RIDGE ELEV. 17'--8 3/4" T.O, GARA(GE SLAB ELEV. 0'- 0)" T 0 SUBFLOOR ELEV. -1'--11" 02 ELEVATION I/4' = 10'-6" T.O, RIDGE ELEV. 20'-6' %0 RIDGE ELEV. 17'-8 5/4-" TO. GARAGE SLAB T.O SUBFLOOR ELEV. -1'-11" O3 ELEVATION T.O. RIDGE ELEV. 20'-6" %0 RIDGE ELEV. 17' 8 5/4-" %0 BUBFIOOR 1 ELEVATION PERMIT AMENDMENT SET 08.04.t0 PERMIT DOCUMENTS 09,%5,08 PERMIT DOCUMENTS 07.20.07 PERMIT DOCUMENTS 0~..18.07 PARTIAL PERMIT DOC 12.18.06 SCHEMATIC DESIGN %t,03,06 SCHEMATIC DESIGN 09.15.06 BACCILE HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC GARAGE ELEVATIONS FULL SCALE A201 PROJECT: 73 RIDGE FLASHING CLASS "A" ASPHALT ROOFING OVER 15--', LB ROOFING FELT AND 3/¢ EXTERIOR GRADE PLYWOOD SHEATHING TOP OF RIDGE EL,: +20'-6" TOP OF RIDGE EL.: +17'-8 3/4" CONTINUOUS VENT WOOD SIDINg ON BUILDING PAPER ON 3/4" EXTERIOR GRADE PLYWOOD ON 2 x 8 WD. STUBS S 16" o,c. W/R-15 INSULATION BETWEEN STUDS 2xB BOTTOM STONE VENEER 12" POURED FOUNDATION WALL W/ 6"-E~ELF 2X4 STUDS BLOCKIN~A: - ~:=a ',~ -6" CONCRETE SLAB -6mm VAPOR BARRIER mCRUSHEB STONE / 4TINUOUS VENT Z ON 3/A" EXTLRIOR GRADE PLYWOOD ON 2 x 6 WD. STUDS @ 16" o.c. BOTTOM PLATE ,-- 6" STONE VENEER ~12" POURED CONCRETE FOUNDATION WALL W/--6" SHELF BLOCKING AS NEEDED TOP OF FOUNDATION EL,: +2'-5 1/2" TOP OF FOUNDATION /EL,: +1'-0 1/4" / TOP OF SLAB /EL.: 0'-0" TOP OF FOUNDATION /EL.: -1'-0" / EX. AVERAGE GRADE ~TOP OF SUBFLOOR EL.: -1'-11" --~TOP% OF STONE SHELF EL.: TOP OF FOOTING EL.: -5'-5 1/~" PERMIT AMENDMENT SET 08.04.10 PERMIT DOCUMENTS 09.15.08 PERMIT DOCUMENTS 07.20.07 PERMIT DOCUMENTS 01.1~.07 PARTIAL PERMIT DOC 12.18.06 SCHEMATIC DESIGN 11.03,06 SCHEMATIC DESIGN 09.15.06 BACCILE HOUSE 01 EAST/WEST SECTION KINLIN RUTHERFURD ARCHITECTS, PLLC GARAGE SECTIONS HALF SCALE A431 PROJECT: 73 RIDGE FLASHING CLASS "A" ASPHALT ROOFING OVER 15 -- LB ROOFING FELT AND 3/¢ EXI~:RIOR-GRADE PLYWOOD SHEATHING RIDGE FLASHING CLASS "A" ASPHALT ROOFING OVER 15 LB ROOFING FELT AND EXTERIOR-GRADE PLYWOOD SHEATHING II GUTTER CON [1NUOUS VENT WOOD SIDING ON BUILDING PAPER ON $/4" EXTERIOR GRADE PLYWOOD ON 2 x 6 WI]. SI%IDS @ 18" o.c, W/R 13 INSULAllON BETWEEN SD2DS 2x6 BOSOM PLATE ,, HORIZONTAL REBAR POURED CONCRETE FOUNDATION WALL W7~8'' SHEL~ 6" STONE VENEER DOVETAIL ANCHOR SLOTS II ',,. ~, ~\LSTONE FLOOR THIN MORTAR .. 5/4" SUBFLOOR ' 2 X 12 JOIST POOL/SPA EQUIPMENT 4" CONCRETE SLAB 6mm VAPOR BARRIER ~CRUSHED STONE POOL HEATbR '1 10' 6" TOP OF RIDGE EL. +20' 6" TOP OF RIDGE EL.' +17' 8 3/4" II ,I II ,! . 6" CONCRETE SLAB =6mm VAPOR BARRIER ~CRUSHED STONE / II TOP OF FOUNDATION ~L: +2'-5 1/2" OF FOUNDATION TOP +1 '-0 ~/ EL.: 1/~-'' TOP OF SLAB EL.: O' 0" EX. AVERAGE GRADE (41 '-6") TOP OF SUBFLOOR EL.: -1'-11" TOP OF STONE SHELF ~ EL.: -5' 41/4" (VIF)~' TOP OF FOOTING ~k~ EL.: -b'-5 BLOCKING AS NEEDED I ,I ,I '1 ,I TOP OF FOOTING EL.: 9' 9 1/4" 1 EAST/WEST SECTION PERMIT AMENDMENT SET 08.04,10 PERMIT DOCUMENTS 09.15.08 PERMIT DOCUMENTS 07.20.07 PERMIT DOCUMENTS 01.18.07 PARTIAL PERMIT DOC 12.18.06 SCHEMATIC DESIGN 11.03.06 SCHEMATIC DESIGN 09.15.06 BACCILE HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC GARAGE SECTIONS HALF SCALE A432 PROJECT: 73 RIDGE FLASHING CLASS "A" ASPHALT ROOFING OVER 15 LB ROOFING FELT AND 31¢ EXTERIOR GRADE PLYWOOD SHEATHING TOP OF RIDGE EL,: +20'-6" TOP OF RIDGE EL.: +17' 8 GUTTER CON~NUOUS VENT WOOD SIDING ON BUILDING PAPER ON 5/4" EXTERIOR GRADE PLYWOOD ON 2 x 6 WD. STUDS @ 16" c.c. W/R 15 INSULA~ON BETWEEN STUDS 2 x B BOTTOM PLATE ~4 HORIZONTAL REBAR 12" POURED CONCRETE FOUNDA I~ON WALL w/¢ SHE~ 6" STONE VLNEER DOVETAIL ANCHOR SLOTS '1 ' I 2" RIGID INSULATION OVER LIQUID APPLIED WATERPROOFING CLEANED, CRUSHED STONE GP, Z~J ~ .¢ DRAIN PIPE ' 2 X 12 JOIST ~'-O"W x O' 12"H SLEEVES. SEE FIL%R EQUIPMENT LAYOUT OWG. BY WAGNER POOLS FOR DETAILS I POOL/SPA EQUIPMENT] 4" CONCRETE SLAB 6mm VAPOR BARRIER / CRUSHED STONE / FLOOR \,\ THIN MORTAR ~, 3/4" SUBFLOOR 5'-O"W x 0'-12"H SLFEVES SEE FILTER EQUIPMENT LAYOUT DWG. BY WAGNER POOLS FOR DETAILS TOP OF FOUNDATION ~.~ EL.: +2'-5 1/2" TOP OF FOUNDATION ~ /EL: +1'-0 1/4" TOP OF SLAB ~ EL.. 0'-0" TOP OF SUBFLOOR ~ EL.. -1'-11" TOP OF STONE SHELF EL.: 5' 4 1/4" TOP OF FOO~NG EL.: 5' 5 1/4" TOP OF FOOTING EL.: 9'-9 1/4" 01 EAST/WEST SECTION PERMIT AMENDMENT SET 08,04 10 PERMIT DOCUMENTS 09.15.08 PERMIT DOCUMENTS 07.20.07 PERMIT DOCUMENTS 01.18.07 PARTIAL PERMIT DOC 12.18.06 SCHEMATIC DESIGN 11.03.06 SCHEMATIC DESIGN 09,t5.06 BACCILE HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC GARAGE SECTIONS HALF SCALE A433 PROJECT: 73 RIDGE FLASHING TOP OF RIDGE EL.: +20' 6" CLASS "A" ASPHALT ROOFING OVER 15 LB ROOFING FELT AND EXTERIOR-GRADE PLYWOOD SHEATHING TOP OF RIDGE ~[~ EL.: +17' B 3/4" GUiYER ' CONTINUOUS VENT-- (2) 2 X 6 HEADER WOOD SIDING ON BUILDING PAPER ON 5/4" EX%RIOR GRADE PLYWOOD ON 2 x 6 WU. STUDS @ 16" o.c, 2 x 6 BOTTOM PLATE--- TRIM BOARD-- 6" STONE VENEER ¢-6" CONCRETE SLAB ,," -6mm VAPOR BARRIER SLOPE SLAB TOWARDS DOOR @ ,,~" PER FT. \ i:, ,, I I EL.: +1' 0 1/4" TOP OF SLAB 12" POURED CONCREE / CRUSHED STONE i EL.: 0'-0" FOUNDATION WALL TOP OF FOUNDATION EL.: +2'-5 1/2" TOP OF FOUNDATION BLOCKING AS NEEDED---~,, ~ TOP OF FOUNDATION - ',,\ II I EL.: -1' 0" CRUSHED STONE ,¢" DRA]N PIPE EL.: -3'-4 I/4" (VIF)~1~ TOP OF FOOTING EL.: 5' 5 1/4" 01 NORTH/SOUTH SECTION PERMIT AMENDMENT SET 08.04.10 PERMIT DOCUMENTS 09.15.08 PERMIT DOCUMENTS 07.20.07 PERMIT DOCUMENTS 01.18.07 PARTIAL PERMIT DOC 12.18.06 SCHEMATIC DESIGN 11.03.06 SCHEMATIC DESIGN 09.15.06 BACCILE HOUSE FIStlERS ISLEDr NB YORK KINLIN RUTHERFURD ARCHITECTS, PLLC GARAGE SECTIONS HALF SCALE A434 PROJECT: 73 RIDGE FLASHINg CLASS "A" ASPHALT ROOFINg OVER 15 LB ROOF]NO FLLT AND 3?-" EXTERIOR-GRADE PLYWOOD SHEATHING TOP OF RIDGE EL. +20' 6" RIDGE FLASHING TOP OF RIDGE EL,: +17'-8 3/4" CLASS "A' ASPHALT ROOFING OVER 15 LB ROOFING FELT AND EXTERIOR gRADE PLYWOOD SHEAJ~IND (3) 2 X 6 HEADER FLOOR AT ENTRANCE TO BE FLUSH WITH GARAGE CONCRETE SLAB 16"POURED CONCRETE FOUNDA~ON rI 5/4" SUBFLOOR , THIN MORTAR STONE 2" RIGID INSULAtiON OVER LIQUID APPLIED WATERPROOFING CLEANED, CRUSHED STONE ;11 DRAIN PIPE POOL/SPA EQUIPMENT II TOP OF FOUNDATION EL.: +2' 5 1/2" TOP OF FOUNDATION EL.: +1' 0 1/4" TOP OF SLAB EL,: 0'-0" TOP OF SUBFLOOR ~ EL,: -1' 11" TOP OF FOOTING '' -- EL.: 5'-5 1/4" TOP OF FOOTING EL.. -9'-91/4" I 01 NORTH/SOUTH SECTION ~/~' = PERMIT AMENDMENT SET 08.04.10 PERMIT DOCUMENTS 09.15,08 PERMIT DOCUMENTS 07.20.07 PERMIT DOCUMENTS 01.18.07 PARTIAL PERMIT DOC 12.18.06 SCHEMATIC DESIGN 11.03.06 SCHEMATIC DESIGN 09.15.06 BACCILE HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC GARAGE SECTIONS HALF SCALE A435 PROJECT: 73 RIDGE FLASHING CLASS "A" ASPHALT ROOFING OVER 15 LB ROOFING FELT AND 3/4" EXTERIOR-GRADE PLYWOOD SHEATHING TOP OF RIDGE EL.: +20'-6' RIDGE FLASHING CLASS "A" ASPHALT ROORNG OVER 15 LB ROOFING FELT AND 3/¢ EXTERIOR-GRADE PLYWOOD SHEATHING II II GUTER CONTINUOUS VENT (5) 2 X 6 HEADER REFRIGERATOR REFRIGERATOR POOL/SPA EQUIPMENT il TOP OF RIDGE EL.: +17'--8 3/4-" TO MATCH EXISTING BRACKET ON SERVICE ENTRY DOOR NEAR BATH 1 IN MAIN HOUSE f.~TO MATCH EXISTING SERVICE ENRTY DOOR NEAR BATH 1 IN MAIN HOUSE FLOOR AT ENTRANCE TO BE FLUSH WITH GARAGE CONCRETE SLAB TOP OF FOUNDATION -- EL.: +2'--5 1/2" TOP OF FOUNDATION ~EL.: +1' 0 1/4" TOP OF SLAB EL.: 0'-0" --'1 II I= TOP OF SUBFLOOR 'T EL: -1'-11" I I~ TOP OF FOOTING EL.: -5'-5 1/~" TOP OF FOOTING EL.: 9'-9 1/4" 1 NORTH/SOUTH SECTION PERMIT AMENDMENT SET 08.04.3-0 PERMIT DOCUMENTS 09.3.5.08 PERMIT DOCUMENTS 07.20.07 PERMIT DOCUMENTS 03..18.07 PARTIAL PERMIT DOC 12.3.8,06 SCHEMATIC DESIGN 3.1.03.06 SCHEMATIC DESIGN 09.~.5.06 BACCILE HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC GARAGE SECTIONS HALF SCALE PROJECT: 73 A436 WINDOW SCHEDULE FIRST FLOOR Window # I 10t 102 103 104 I 109 110 111 112 113 114 Rm Name IType Manufact. STF[NG ROOM A MARVIN SI~'[NG ROOM A MARVIN ENTRY C MARVIN GARAGE I C MARVIN GARAGE i C MARVIN GARAGE C MARVIN GARAGE C MARVIN GARAGE C MARVIN GARAGe C MARVIN SITING ROOM B MARVIN SI~F]NG ROOM B MARVIN SITING ROOM B MARVIN SITING ROOM D MARVIN SI~[NG ROOM D MARVIN Product # CUSTOM DOUBLE-HUNG CUSTOM DOUBLE-HUNG CUSTOM DOUBLE-HUNG CUSTOM DOUBLE-HUNG CUSTOM DOUBLE-HUNG CUSTOM DOUBLE-HUNG CUSTOM DOUBLE-HUNG CUSTOM DOUBLE-HUNG CUSTOM DOUBLE-HUNG CUSTOM DOUBLE-HUNG CUSTOM DOUBLE-HUNG CUSTOM DOUBLE-HUNG CUIFT-6026, 2 SASH 1 FRAME, 40 LITES CUIFT-6026, 2 SASH 1 FRAME, 40 LITES Description 20 OVER 1 LITES 20 OVER 1 LITES 20 OVER 1 LITES 20 OVER 1 LITES 20 OVER 1 LITES 20 OVER 1 LITES 20 OVER 1 LITES 20 OVER 1 LITES 20 OVER 1 LITES 16 OVER J. LITES 16 OVER 1 LITES 16 OVER 1 LITES CLAD ULT. INSWING FR. DR. TRANSOM CLAD ULT. INSWING FR. DR. TRANSOM Rough Opening Size Height Screen i 5'~7/~Ir YES Width 2'-10~" 2'-10~" 2'-~.o%" 2L10~/8I' 2'-10~" 2'-1o%" 21.103/B/' 2'.10~/~" B'-1%" 6'-1%" 5'~" YES 4'~, 7/8'' YES 4'"47/ti" YES 4~'47/8I' YES 4'-47/BII YES 4'-4~" YES 4'~" YES 4~7/s" YES 5'-10~" YES 5'-10~/s" YES 5'-10~" YES 2'~1/~'' NO 2'-8~" NO Hardware I Exterior Cladding COMMENTS WOOD INTERIOR, CLAD EXTERIOR WOOD INTER[OR~ CLAD EXTERIOR WOOD INTERIOR, CLAD EXTERIOR I WOOD [NTERIOR, CLAD EXTERIOR WOOD INTERIOR, CLAD EXTERIOR WOOD INTERIOR, CLAD EXTERIOR WOOD INTERIOR, CLAD EXTERIOR WOOD INTERIOR, CLAD EXTERIOR WOOD INTERIOR, CLAD EXTERIOR WOOD INTERIOR, CLAD EXTERIOR WOOD INTERIOR, CLAD EXTERIOR WOOD INTERIOR, CLAD EXTERIOR WOOD INTERIOR, CLAD EXTER[GR WOOD INTERIOR, CLAD EXTERIOR , 413- 2'--1085'' RO 2- 16 RO o MARVIN CUSTOM HUNG WINDOW 101, 102 DOUBLE o MARVIN CUSTOM HUNG WINDOW 110, 111, 112 DOUBLE 2'-1083" RO MARVIN CUSTOM DOUBLE HUNG WINDOW 105, 104, 105, 106, 107, 108, 109 6'-1~" RO MARVIN CUIFT-6026 CLAD INSWING FR. DR. TRANSOM 113, 114 ULT. 0 1 WINDOW SCHEDULE PERMIT AMENDMENT SET 08.04.10 PERMIT DOCUMENTS 09.:LS,0B PERMIT DOCUMENTS 07.20.07 PERMIT DOCUMENTS 01.18.07 PARTIAL PERMIT DOC 12.1B.06 SCHEMATIC DESIGN 11.03.06 SCHEMATIC DESIGN 09.:1.5.06 BACCILE HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC WINDOW SCHEDULE FULL SCALE A501 PROJECT: 73 BACCILE GARAGE - FISHERS ISLAND TABLE R301,2(1 ) CLIMACTIC AND GEOGRAPHIC DESIGN DRITERIA Ground Snow Load 45 Wind Spee¢ (MPH) 120 Design Category SUBJECT TO DAMAGE FROM Weathering Depth Termite Decay Moderato Slight to Winter Iceshield Design Underlay Flood Tamp Required? Hazard 11B Yes N/A 07' DESIGN CRITERIA CODE ANALYSIS: USE/QCUPANCY: R5 (1 CAR GARAGE AND STORAGE) HEIGHT AT RIDGE: 22' 4" FIRE AREA: 755 SQ. FT. lYRE OF CONSTRUCTION: TYPE 5 DESIGN CRITERIA' PRESCRIPTIVE FRAMING MATERIAL, DOUGLAS FIR #2 THIS BUILDING IS DESIGNEB TO MEET ALL OF THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NEW YORK. THE WOOD FRAMED STRUCTURE HAS BEEN DESIGNED TO THE SPECIFICATIONS SET FORTH IN THE WOOD FRAME CONSTRUCTION MANUAL (WFCM) HIGH WIND ADDITION FOR 120 MPH WIND SPEED CATEGORY. SMOKE ALARMS PROVIDED AS PER NFPA 72 - SECTION R 317.1, LATERAL FRAMING AND SHEAR CONNECTIONS: All lateral framing dnd sheor connecDons for the roof assembly are to be made in accordance with table 3 1 of the W,F,C.M. This nailing schedule shown below m thdt schedule wfh all values included, UPLFT CONNECTIONS: All roof to wall, wall to welL, end wall to foundotlon connections meet or exceed the requirements from bane 3,3B or 3,3 in the W.FC,M. 1, Connectors specificoNons exceed the uplift Iood, lateral Iood, and shear load requirements specified in table 3.3. 2. Any connection, roof to wolJ, wall to well, and wall to foundation, that is not mode with on engineered connector, musf be naded m accordance with the nail schedule. RAFTER/TOP PLATE CONNECTORS: Edch rafter must be connected to the well top plate wNh e Simpson H8 connector following the manufocturer's specifications (see drowing 04). RIDGE STRAPS: Ridge strops shall be attoched to ouch pair of opposing rofters. Ridge strop connections meet the requirements given in (able 3,4 of the W,F.C.M, OVERTURNING RESISTANCE. Holdowns are provlded on each end of ell shear wMJs in accordance with figure 2.2d of the W.F.C M Specific hardware is shown in drawings 01 dnd 02, ROOF SHEATHING: In the 4' peNmeter edge zone of all roof areas, Bd common nails will be spaced 6" O.C. at panel edges and 12" et ~ntermedfate supports in the pone[ field, in the interior zones, 8d cummon nails shall be spaced in the same m~nnen 8" spacing at porter edges and 12" spacing at intermediate supports, These patterns meet the requirements of bhe 120 mile per hour wind speeds on table 5,8 of the W.F.C,M, WALL SHEATHING: Wdll sheathing (ltt~chment for ell ex(odor walls ~nd all in[eliot sheer wells sholl be 4" O.C. qt p~nel edges and B" O.C. at intermediate supports in the panel. FLOOR JOIST BRIDGING: Bridging shall be installed m all floor framing systems between joists at 6 foot intervals, FLOOR DIAPHRAGM BRAQN6: Blocking end connections shall be proWded, ~t panel edges perpendicular to floor faming members in the first two bays of framing, and shell be spaced at a m~ximum of 4' O,C. WOOD STUDS: All wood framing is Douglas Or #2. Exferior w~lls are 2x6 framed walls with 3/4" inch plywood. Inter[or wells, unless noted otherwise ~re framed with 2x4s. At all corners, a minimum of [brae studs sh~ll be used in all walls. TOP PLATES: Double top plates shatl be provided at the top of ell interior dnd exterior bad bearing walls, The double plates shall oveNap at corners and at intersections with other exterior or interior load bearing wdlls, PROTECTION AT OPENINGS: Wood structural panels with a minimum thickness of 7/16 th inch will be made for plocement at ~11 openings on the north exterior well These pone[s wilt be precut to cover these glazed openinc~s. The attachment will be 2-1/2" #6 screws, with 9" spacing at the perimeter, This screw and spacing is [n accordance with Table 1609.1,4, 06 CODE ANALYSIS Nailing Schedule FROM WFCM) 6-8d 6-8d 8-t6d 8-8d 3-16d0) 05 NAILING SCHEDULE INSTALLATION NOTES: ALL NBLDOWNS USE ~" STUD MACHINE BOLTS IND6A - 2, HDBA - 5, HDIOA - 4) AND STEEL NYLON LOCKING NUTS - ALL ANCHOR BOLTS ARE ~" DIAMETER FRAMING AT INSTALLATION LOCATIONS WILL BE DOUBLED AND NAILED 3" O.C. MACHINE BOLTS MUST HAVE 5" OF BEARING IN VERTICAL MEMBERS - BOLT HOLES SHALL BE A MINIMUM OF ~2" TO A MAXIMUM OF Xe" LARGER THAN THE BOLT DIAMETER (PER 1~97 NOS, SECTION 81 21) STANDARD WASHERS ARE REQUIRED ON STUD BOLTS AGAINST WOOD. NO WASHER IS REQUIRED OIN LOAD TRANSFER PLATE OF HOLDOWN - HOLDOWN WILL BE LOCAgED FLUSH WITH BOTTOM PLATE, EXCEPT WHERE TWO HOLDOWNS OCCUR - WHERE T~VO HOLDOWNS ARE INSTALLED ON ~E SAME MEMBER, ONE HOLDOWN WILL BE INSTALLED FLUSH WITH BOTTOM PLATE AND ONE WILL BE STAGGERED VER~CALLY ABOVE FIRST NOLDOWN - ANCHOR IBOLT NUTS SHOULD RE FINGER TIGHT PLUS ~ TO ~ TURN WITH A WRENCH, WlTR CONSI[3ERATION GIVEN TO POSSIBLE FUTURE WOOD SHRINKABE. BARE SHOULD BE TAKEN NOT TO OVER-TORQUE THE NUT. - STUB BOLTS SHOULD BE SNUGLY TIGHTENED (1997 NOS, SECTION 8.1.2.4) 04 HOLDOWN INSTALLATION 03 SIMPSON CONNECTORS (2) SIMPSON NDIOA I(2) SIMPSON HDIOA SIMPSON H8 x 20GA STRAP SIMPSON HD10A ]3LUL JJZ[J IlL[ Il J I[ E L SIMPSON HD10A SIMPSON HDIOA I (06~ SIMPSON HDIOA (2) SIMPSON HDIOA t~ SIMPSON HS] SIMPSON HDIOAJ CONNECTOR LOCATIONS (2) SIMPSON NDIOAI (2) SIMPSON HDIOA ] 1 HOLDOWN LOCATIONS PERMIT AMENDMENT SET 08.04.10 PERMIT DOCUMENTS 09.15.08 PERMIT DOCUMENTS 07,20,07 PERMIT DOCUMENTS 01,18.07 PARTIAL PERMIT DOC 12.18.06 SCHEMATIC DESIGN 11,03.06 SCHEMATIC DESIGN 09.15.06 BACCILE HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC CODE ANALYSIS FULL SCALE PROJECT: 73 A601 TYP. INTERIOR WALL-N.T.S. TYP. EXTERIOR WALL-N.T.S. x 6 WOOD STUDS 16" c.c. (TYPO R-13 INSULATION 5/8" FC "X" GYP. BD. (FINISH TO EXTEND TO CEILING) 5/8" EXTERIOR GRADE GYP, BO. SHEATHING (FINISH TO EXTEND TO UNDERSIDE OF COLLAR TIE) x 6 WOOD STUDS 16" c.c. (TYPO NEW EXq'ERIOR FINISH TO MATCH CEDAR SHAKES ON HOUSE R-15 INSULATION 5/8" FC "X" GYP. BD. (FINISH TO EXTEND TO CEILING) 5/8" EXTERIOR GRADE GYP. BB. SHEATHING OR 3/W" EXTERIOR GRADE PLYWOOD SHEATHING -- BUILDING PAPER OA PARTITIONS DETAILS '"I" 1/2"=1'-0' WOOD SIDING ON BUILDING PAPER ON 3/4" EXTERIOR GRADE PLYWOOD ON 2 x 6 WD, STUDS @ 16" c.c. W/R-13 INSULATION BETWEEN STUDS TO TOP OF FNDTN EL.: +1' 0 1/4" 2XB BOTTOM PLATE TRIM BOARD PT 2X12 .. MORTAR TOP OF STONE VENEER FLUSH--- WITH TOP OF CONG. WALL SIMPSON MAS MUDSILL ANCHORS @ 32" OC - CUT SLOT THROUGH 2X12 FOR INSTALLATION TOP OF SLAB CORRUGATED DOVETAIL ANCHOR @ 24" OC EL.: 0' 0" VE~TI~'LDOVE~IL~'NC~ORSLOTS'~24"OC ¢4 VERTICAL REDAR 0 24" O.C. OF B" CONCRETE STEM #4 HORIZONTAL REBAR @ 18" O,D, IN 6" CONCRETE BTE~ 6" STONE VENEER 1~" ROURED CONCRETE TOP OF SUBFLOOR ',~Nk~']I-~ \ FOUNDATION WALL W/6" SHELF I _ 2" RIGID INSULAtiON OVER LIQUID APPLIED WATERPROOFING T~O _TOP OF FOOTING EL,: -9'-9 1/0" CLEANED, CRUSHED STONE __GJ~OUT 4" TILE DRAIN I I ' 03 FOUNDATION DETAIL 1%1'_0. 3'-O"W x 0'-12"H SLEEVES: SEE FILTER EQUIPMENT LAYOUT OWG. BY WAGNER POOLS FOR DETAILS 12" POURED CONCRETE--. FOUNDATION WALL ,L CONCRETE FOOTINGs' BELOW 16" POURED CONCRETE FOUNDATION WALL INSTALL FLOOR DRAIN. LOCA~ON TO BE COORDINATED WITH POOL CON,ACTOR 20'-0" % 20'-3" 16" POURED CONCRETE FOUNDATION WALL 12" POURED CONCRETE FOUNDA~ON WALL CONCRET[E FOOTING BELOW ? /-- FOUNDATIION ABOVE 25'-9~1'' 2 BASEMENT FOUNDATION PLAN ~/4' = ~'-~" __ ri] FOQ IiI0 ELE/: 9 91~'' ~ T 0 FOO¥1NO ELD,,: -9 :)4 2' 38Z"" T 0 FOOTIk'G ELEV TO FND WALL %0 FING ELEV a CONCRETE FOUNDATrON WALL ABOVE CONCRETE FOOTING TO FOOTING ELEV 5' T O FOOTINb ELEV O FOOTING ELEV J J ~ TO FND WALL ,j A 01 FOOTING PLAN I/,~" = ILO. PERMIT AMENDMENT SET 08.04.10 PERMIT DOCUMENTS 09.15.08 PERMIT DOCUMENTS 07.20.07 PERMIT DOCUMENTS 01.18.07 PARTIAL PERMIT DOC 12.:L8.06 SCHEMATIC DESIGN 1'1.03.06 SCHEMATIC DESIGN 09.15.06 BACCILE HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC FOOTING PLAN, FOUNDATION PLAN & PARTITIONS DETAILS FULL SCALE PROJECT: 73 S101 12" X 12" CHASE FOR POOL HEATER VENT ELEV +1' 9" m 2X12 JOISTS ? NOTE' 1. SEE ELEC~]CAL PLAN FOR OUSTS LOCAqONS AND SECqONS FOR OUTLETS HEIGHTS. 2. GARAGE OUAETS TO BE LOCA%D ABO~ CONCRE~ FOUNDA~ON WALL. 3. POOL HOUSE OUSTS TO BE LOCA%D IN CONCRE% FOUNDA~DN WALL. 2 LOWER LEVEL FRAMING PLAN 3'_483" 6" 6" ELE,/ +1' G'/' I 4' CONCRElt- SHELF BELOW 4" CONCRETE SHELF BELOW LINE OF 4" CONCREE SHELF BELOW ~I 12" POURED I CONCREE --FOUNDA~ON WALL W/ 6" ~HELF LINE OF 6" STONE VENEER CONCRETE FOO3NG BELOW ,, r- ' ELEV +0' 6 FLE, JRED CONCRETE FOUNDAtiON WALL CONCRETE SHELF BELOW CONCREfl: FOOTING BELOW ,,,; / / / /- / / 31'-9" 01 FOUNDATION PLAN a PERMIT AMENDMENT SET 08.04.10 PERMIT DOCUMENTS 09.15.08 PERMIT DOCUMENTS 07.20.07 PERMIT DOCUMENTS 01.18.07 PARTIAL PERMIT DOC 12.18.06 SCHEMATIC DESIGN ';'1.03.06 SCHEMATIC DESIGN 09.:L5.06 BACCILE HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC FOUNDATION AND FRAMING PLANS FULL SCALE PROJECT: 73 S102 III .I -- --×7 ,dI I ] I I I / Ill, I ' , L~ i/ , , ,, , ...... X ~0 RAFTERS ¢ 16" e.c 2 X 10 RAFTbRS ~ 16" o.c "F~. T I [ I 1 ROOF FRAMING PLAN PERMIT AMENDMENT SET 08.04,10 PERMIT DOCUMENTS 09.15.08 PERMIT DOCUMENTS 07,20,07 PERMIT DOCUMENTS 01.18.07 PARTIAL PERMIT DOC 12.18,06 SCHEMATIC DESIGN 11,03.06 SCHEMATIC DESIGN 09.15.06 BACCILE HOUSE FISHERS ISLAND, NEW YORK KINLIN RUTHERFURD ARCHITECTS, PLLC FRAMING PLANS FULL SCALE PROJECT: 73 S103 L L L ELECTRICAL LEGEND Fi, WALL MOUNTED LIGHT FIXTURE ~ RECESSED LIGHT FIXTURE ,e WATERPROOF RECESSED LIGHT FIXTURE -~- SURFACE MOUNTED LIGHT FIXTURE ¢ UNDER CABINET STRIP LIGHT ~ INTERCOM ~- SWLTCH ~r~ DLMMER SWITCH $ 3 WAY SWITCH ,5 WAY DIMMER SWITCH DOOR OPERATED SWITCH DUPLEX OUTLET WATERPROOF DUPLEX OUTLET SWITCHED DUPLEX RECEPTICAL OUTLET, ONE SIDE ONLY GROUNDED FAULT RECEPTICAL OUTLET QUADRUPLEX OUTLET FLOOR OUTLET TELEPHONE/DATA TELEVISION EXHAUST FAN THERMOSTAT SMOKE/CARSON MONOXIDE DETECTOR DOORBELL NOTE: ~ POOL HOUSE OU%ETS TO BE LOCATbD IN CONCREI1- FOUNDATION WALL. 2 GARAGE OU1LETS TO BE LOCATE(3 ABOVE CONCRETE FOUNDAIION WALL ~, A434 2EQ. D ¸' (31 1 ELECTRICAL PLAN 1/4' = I'-0' PERMIT AMENDMENT SET 08.04.10 PERMIT DOCUMENTS 09.15.08 PERMIT DOCUMENTS 07.20.07 PERMIT DOCUMENTS 01.18.07 PARTIAL PERMIT DOC 12.18.06 SCHEMATIC DESIGN 11.03.06 SCHEMATIC DESIGN 09.15.06 BACCILE HOUSE DF N~. KINLIN RUTHERFURD ARCHITECTS, PLLC GARAGE PLAN FULL SCALE PROJECT: 73 E101