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HomeMy WebLinkAbout33701-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 11/30/2011 CERTIFICATE OF OCCUPANCY No: 35359 Date: 11/30/2011 Location of Property: SCTM #: 473889 Subdivision: THIS CERTIFIES that the building EAST END RD FISHERS ISLAND, Sec/Block/Lot: l .-1-3.3 Filed Map No. SlNGLE FAMILY DWELLING Lot No. conforms substantially to the Application for Building Perm/t heretofore filed in this officed dated 2/14/2008 pursuant to which Building Permit No. 33701 dated 2/22/2008 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 patio, screened porch and outdoor shower as applied for. The certificate is issued to Britt, Jonathan (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIHCATE NO. PLUMBERS CERTIFICATION DATED 4/8//09 R 10-04-0036 11/14/11 33701 5/7/10 /~oseph Hirschfeld 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. 33701 Z Date FEBRUARY 22, 2008 Permission is hereby granted to: JONATHAN D BRITT 7 SURREY RD SUMMIT,NJ 07901 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR WITH SCHD APPROVAL AND TRUSTEE/DEC NON-JURISDICTION LETTERS at premises located at EAST END RD FISHERS ISLAND County Tax Map No. 473889 Section 001 Block 0001 Lot No. 003.003 pursuant to application dated FEBRUARY 14, 2008 and approved by the Building Inspector to expire on AUGUST Fee $ 1,438.00 22, 2009. Au6horized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL ~ 765-1802 Ill J/~,-3~_~ [*~ I~. II IV/ I~ ~ This application must be filled in by typewriter or ink and submitted to the Buildin~Dep~g..l~ A. For new building or new use: C"-'~~}~t 0 - 1 1. Final survey of property with accurate location of all buildings, property lines, streets, and un~ 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. Commemial 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 properly lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state thc 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- $25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: House No. Street Owner or O?vners of Property: ~-~ A/'F4 ~]q6~ rV Suffolk County Tax Map No 1000, Section ~ O ~. Subdivision PenmitNo. ~ 701 Health Dept. Approval: Planning Board ApprovaI: Request for: Temporary Certificate Fee Submitted: $ O.Q .5'- 0 0 Old or Pre-existing Building: (check one) Block OOq Filed Map. Date of Permit./~ 6¢o~,cy0CeApplicant: /3 rule Underwriters Approval: Final Certificate: Hamlet Lot Od)'~'. 00'9 Lot~ (check one) Applicant Signature Toxin Hall Annex 31.373 Main Road P.O. Box 117!) Southo[d, NY 11971 -g959 Telephone (631) 76.M80~ (631) 763-9.~02 ro.qer, richert~.town.southold,ny.us BUIIJ)ING I)EIS\I/TMI';NT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION issued To: Jonathan Britt Address: East End Rd. City: Fishers Island St: NY Zip: 6390 Building Permit #: 33701 & 34743 Section: I Block: I Lot: '~. D WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: BD Electric License No: 35821 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 Service 3 ph Hot Water OFCI Recpt Main Panel A/C Condenser Single Recpt Sub Panel A/C Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Ceiling Fixtures ~R[~I HID Fixtures Wall Fixtures [ 13[ Smoke Detectors Recessed Fixtures CO Detectors Fluorescent Fixtur(~ Pumps Emergency Fixture Time Clocks Exit Fixtures I I TVSS Other Equipment: 400a service-house-pool. I pool light, 1 gas pool heater, 1 pool pump, pool bondi 4 exaust fans, 4 arc fault circuit breakers, 25 dimmers Notes: Inspector Signature: Date: May 7 2010 81-Cert Electrical Compliance Form York t 197:14~59 Fax (631) 765. lB,T3 BUILD~[~G DE]~ART~BNT CERTIFICATION Date: Building Permit No. ~3-"~0 / Owner: ~{f'. dO~O...'~ ~lease print) Plumber: ~0~ ~l ~ ~~ ~ ~lease 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 ~ 7~ day of &i~/* [ , 20~ c~ Notary Public,,A~2~/~ j ~0~ ty , (Plumbers~'Signature) GEORGE ~. PP.*~BODY, dl'~, ~OT, ARY PUBff. IC I~ff COMMISSIO~I EXPIRES OCr, 31, 2010 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ].~.~JLATION [-] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SA,-,' ~,f INSPECTION [ ] FIRE ~ CONSTRUCTION [ ] FIRE RESISTANT RENE'I~,ATION REMARKS: DATE INSPECTOR 10/19/2010 10:45 FA][ 631 788 7798 FI$1tERS ISLAND IYrlLITY TOWN OF $OUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ],/]~ULATION FRAMING / STRAPPING [ -] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ~ h~.~t~.~ ............. ~002 YIELD 12x/SPECTION REPORT ] DATE [ COM31ENT~ kk5 ~OUGH F~G & ~ LNSULAIION PER N. Y. STATE ENERGY CODE ~DITION~ COUNTS _ TOWN QF SOUTHOLD BUILDING DEPARTMENT TQWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork. net BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. 3'~ '~ ('~ Approved · 20 ~ Disapproved a/c Expiration · 20 ~[~'~Inspector 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 Flood Permit Storm-Water Assessment Form Contact: Mall to: Phone: Date ~ 1~ ,20 0g INSTRUCTIONS ~..~ fi. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets o£ptans, accurate plot plan to scale. Fee according to schedule. ..- _-b. Plot plan showing location of lot and &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 pu~ose 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 afier 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. Thereafier, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construchon 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. , ~. t (Signature of applicant or name, if a corporation) (Mailing ~dd{ess of applleant) ' State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Neme of owner of premises ,.~ (As on the mx 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. 1. Location of land on which vroposed work will be done: House Number Street Hamlet l~ot Lot County'Fax Map No. 1000 Section } Block J Subdivision Iq/,ac Filed Map No. 2.. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~ tl~.a-~J~'' b. Intended use and occupancy_ 3. Nature of work (check which applicable): New Building. Repair Removal Demolition 4. Estimated Cost ,~{~ 000! 000' 013 5. If dwelling, number of dwelling units if garage, number of cars 6. 7. Addition Other Work Fee Alteration (Description) (To be paid on filing this application) Number of dwelling units on each fioor If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front Iq/~ Rear .Depth Height_ Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height. Number of Stories 8. Dimensions of entire new construction: Front g ~ ~- ~" Rear Il ~5 ~' -~" Depth Height ~ O' - ~" Number of Stories ~.. 9. Size oflot: Front ~S'-[' q' Rear 2'~'2..' .X Depth 4~1' 4' Rear 2~5~ 10. DateofPurchase ZO0~ Name ofFormer Owner ~fJfl4¢*- A . ~-~{~J-~14 Ill 11. Zone or use district in which premises are situated ~x - [ ~ O 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO xt/ 13. Will lot be re-graded? YES ~/ NO Will excess ifil be removed from premises? YES 14. N~es of Owner of premises ~ ~ti~ Address S~mi~: ~ ~lqol Phone Nme ofArehitect ~ g gh~h'a Address~Phone Nme of Contractor N/h Address Phone No. 15 a. Is this prope~ within 100 feet of a tidal wetl~d or a freshwater wetlmd? *YES ~ NO * IF YES, SOUTHOLD TO~ TRUSTEES & D.E.C. PE~ITS ~Y BE ~QUI~D. b. Is this prope~ within 300 feet of a tidal wetl~d? * YES~ NO ~ * IF YES, D.E.C. PE~ITS MAY BE ~QUI~D. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at l0 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO ~/ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) 15 utt p. ~eof livi, ,~si~ing lief said o~er or owners, md is duly a ~at fll statements confined in this ap ~ day of~ 2~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (Cbatractor, Agent, Corporate Officer, etc.) and is duly authorized to perform or have performed the said work and to make and file this application; tpplication are tree to the best o£his knowledge and belief; and that the work will be Signature o f Applicant Albert J. Krupski, President James King, Vice-President Artie Foster Ken Poliwoda Peggy A. Dickerson Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OFSOUTHOLD October 17, 2003 Mr. Glenn Just JMO Consulting Services PO Box 447 Quogue, NY 11959-0447 RE: SCTM#1-1-3.3 Property of John Britt Private Road Fisher's Island, NY Dear Mr. Just: The Southold Town Board of Trustees reviewed the site plan prepared by CME Associates dated 9/2/03 proposed copstruction ora single family dwelling, sanitary system, pool, driveway to be out of the Wetland Jurisdiction under Chapter 97 of the Town Wetland Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised however that no construction, sedi~nentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation of other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your projects. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. Hoxvever any activity within 100' of the Wetland line and/or seaward of the Coastal Erosion Hazard Line, would require action from this office. If you have any further questions, please do not hesitate to call. Sincerely, Albert J. Kmpski, Jr. President, Board of Trustees AJK:cjc cc: Building Department New York State Department of Environmental Conservation Division of Environmental Permits Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 Phone: (631) 444-0365 FAX: (631) 444-0360 LETTER OF NON JURISDICTION - FRESHWATER WETLANDS Erin Crottyl Commissioner April 14, 2004 Mr. John Britt 7 Surrey Rd. Summitt, N.J. 07901 Re: Application #1-4738-03296/00001 Private Rd. SCTM 1000-001-1-3.3, Fishers island Dear Applicant: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: Your proposal to construct a single family dwelling, sanitary system, pool, driveway at Private Rd., Fishers Island, SCTM 1000-001-1-3.3, as shown on the survey prepared by CME Associates Engineering and Land surveying, PLLC, dated February 4, 2004, is more than 100 feet from regulated freshwater wetlands. Therefore, no permit is required under the Freshwater Wetlands Act (Article 24 of the Environmental Conservation Law). Please note that any additional work, or modification to the project as described, may require authorization by this Department. Please contact this office if such are contemplated. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. CAF cc: JMO Consulting Sincerely, Roge~ Evans Permit Administrator FISHERS ISLAND WATER WORKS CORPORATION P.O. DRAWER E FISHERS ISLAND, NY 06390 (631) 788-7251 7/8/2010 RE: R10-04-0036 To: Suffolk County Health Departmem This letter is certification of potable water being supplied to the Fishers Island residence of Jonathon Britt(SC Tax Map # 1000-1-1-3.3) Service consists of al' copper line from our main distribution system. ~f~//Sincerely yours, Robert E. Wall President Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 5' · , .._~F. ax (631) 765.-,9 02. ro,qer, ncnert(cu,~own.soumo~a, ny.us BUILDING DEPARTMENT TOWN OF SOUTHOI.1) APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Address: *Cross Street: *Phone No.: 1000 Section: ~o~ Block: Permit No.: Tax Map District: Lot: o~3, *BRIEF DESCRIPTION OF WORK (Please Pdnt Clearly) (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: Lemp Informati~d] Service Size: ~ *New Service: Re-connect Additional Information: 3Phase 100 U~und YES ~ 150 200 Number of Meters Rough In CV';n~ 300 350 ~ Other Change of Service Overhead PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form 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' $OUTI-IOLD August 9, 2011 BD Remodeling PO Box 447 Fishers Island, NY 06390 Re: Britt Residence, East End Rd, FI TWO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: __ Application for Certificate of Occupancy. (Enclosed) 0~,~z' Electrical Underwriters Certificate. A fee of $25.00. (enclosed is outdated check) inal Health Department Approval. J ~dp~ __ Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees #765-1892) __ Final Planning Board Approval. Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 33701- New Dwelling / / / ! / ! ! / - I 11/29/2007 SHEET 1 OF 1 FiLE FOR STABILIW AND ~ P~N ~ 1/2' PER ~T , , I. e,-6 . I ~ ~UR A. HOUGHTON · %- ' STONE OR ~ · ~ e e e : .~~ / /~16 ? I / Unified SDil. Clossiflcotio. (USC) System (from ~m D-2487) ' I " I ' .Eou E. = =~o x = ;65 CF / I I · ~ Group Symbol', SM, Silty Sends, Send ond SiR mixtures, GP, Poody Or. ded ~ - '¢ : 365 CF / 50.27 CF/VF = 7.26 VF ~~ ¢~ / /~ '1~ I ~ ~ARK (PK NAIL) ! 6¢,,,r- Sond Mixtures, Little or No Rnes ,OT To S~LE USE ~0(2) - 8'¢ X 4' DEEP DRY WELLS. ~~ / I~ I" / EL ATION =' 13.2 ' ,,cs. usgA Soll Clesslflc~Bon: R~verheed. Ve~ Stony S~ndy Lo~m BOUNOA~ LOCATED ~ ~~J~ ¢ / .// ~ I I/ / PROVIDE 1500 GALLON SEPTIC TANK ' X / ' / I! ' I -- 6""X LEACHING POOLS (SEE DETAIL> I I~ I ~ MICHAEL gEFFRIES ~.) THIS SURV~ WAS PREPARED FOR THE PANTIES AND PUNPOSE INDICATED I ~ '~ ~~~~ ~~/~~, ~ j~ ~ ~ (eLOC~ ' / LO~ 4e) HEREON. ANY EXTENSION OF THE USE B~OND THE PURPOSED AGREED '0 (~u~gJ / ' ~~ ~~~ ~ ~ % / ~ ~ ' :1/ ~ ~ ~l A ~ ~ '. 2.) E IS A vmO~TION OF THE STATE EDUCTION ~W FOR ANY PERSON, UNLESS / // XX~ ~~~~~ X 9 ~ g ~ / ' ~ ~ ~ ACTIN' UNDE. THE DIRECTION OF A LICENSED ~ND SURV~OR, TO ALTER AN / ~~ ~ ~ ~ ~ ~ ~~ / ~/l,.~/ v I ~ I ~ ~ 4.) COORDI~TE DISTANCES ARE ~E~URED FROM U.S. COAST AND 9EOD~IC / __¢ '../ X ~~~~ ~ / ~,~ ~ ~ ~ APPROX. LOCATION SEOTIO.5') SITE Oo,,m' IN BLocKTHE TOWN,, LoTOF .,3SOUT"O~' COUN~ OF SUFFOLK T~ .AP 1000, ~ /~%% (908) 273-7923 Z 9,) SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE FISHERS IS~ND / / ~ .................... ~' -- __ DISPOSAL S~EM. 0 -- CORP, / /-- / ~ . ~ I 10.) BASE FOR L~ELS: NGVD 1929. CONTOURS FROM TOPOGRAPHIC ~P 'GOLr ¢OU~" // // / ~ ~/~ ~ APPROX' LOCATION : ~STERN TOWNS, SUFFOLK COUNt, N.Y. PREPARED FOR THE SUFFOLK OOUN~ ~ ~ ~"N~ ~ DEP~T.E.T OF PUBLIO WORKS - ,974 SHEETS UU-5~ ~ ~--5~. /' (FOUNP) f / / ~ t ¢ I 11.) PERCENT OF LOT COVE~GE- 2.2~ ~ ~ ~~ ' ~' EXtSTINO TREELINE ~ ~ ~ ~'~ eumlomNo S~BACK LINE 0 I MC~L dEFilES .~. PROPOSED LIMITS Of CL~RINO ~ ~ ] t , ~ ~ ~ , r~ ," "' , / I ~ (BLOCK 1 / LOT 5) PROPOSEO BURIED UTILITIES DATE: 11/29/2007 , , . ~ J I I I ~ INVERT EL~ATION QUALI~ CONTROL CERTIFICATION D~ELOPMENT CORP. ' r- . / I I ~ ~ TEST HOLE ENVIRONMENTAL . I FISHERS ISLAND DEVELOPMENT CORP, N/F ARTHUR A, HOUGHTON III MUD POND THE FRESHWATER WETLAND BOUNDARY LOCATED BY G, JUST 12NOV'O CONFIRMED BY C, WLF / / / / ARTHUR A, HOUGHTON (BLOCK I - LOT 4A) SINGLE FAMILY RESIDENCE ON SITS SEPTIO SYSTEM MUNICIPAL WATER BENCHMARK (PK NAIL) 15.24 ELEVATION = 1-4 '-~' O"Od zo 3-2 2_3 LOCATION MAP SCALE 1 "= 4-00' IRON / /. N/F 1.) SITE PLAN PREPARED FOR JOHN BRITT BLOCK 2 - LOT 5 FISHERS ISLAND, n~'~ ~o~ MICHAEL JEFFRIES NEW YORK DATE; 11/2g/~.007 ,REVISIONS THROUGH No, 2 09/'19/2008 HOUSE N 89'~'32"1 ~ 5.~3' e t~UND)~~ ~U~P~P~ / / I (BLOCK I / LOT 4B) STAKE LOCATION SCALE: I =30 SHEET 1 OF 1 BY CME ASSOCIATES  ENGINEERING, ~ND SURVEYING ~ ARCHITECTURE, PLLC, FORMERLY CHANDLER, ' ' WLF LEACHING '~A~NT ~D" PALMER ~ KING. ~~ " ~ .~ // /  ~ HEREON. ANY EXTENSrON OF THE USE BEYOND THE PURPOSED AGREED TO //' BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ' -' ~ 2.) mr ms A VI~TION El.~. 11 - LIMI~ OF 1~ ~. /~ AC~ff~G UNDER THE DIR:~T~ON Or A LiCEnSED ~ND SURVEYOR, TD ALTER AN ZONE P~ RRM - S~FFOLK COU~ " ITEM IN ANY WAY, ' PANEL 4i - 1026 'y 4, ,998 ~;~g.~ .~ / PATIO APPROX. LOOATIONc,, WATER "*IN 3.) ONLY COPIES OF THIS SURV~ MARKED WITH THE ~ND SURV~OR,S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF GATE WITH THE ~ND SURVEYOR. ~ ~ APPROXI~TE ~/~ ~.) COORDINATE D~STANCES ARE MEASURED FROM U,S, COAST AND OEODETC ~ ~ LOCATION ~< SURVEY TRIANGU~TION STATION "CHOCOMOUNT 2" 'X ~'~ ~'~' ~ /~ SCREEDED UTILITIES ~ ~ SECTIONS') SITE 001,mS IN BLocKTHE TOWN1, LoTOF 3.3SOUTHOLD' COUN~ OF SUFFOLK TAX MAP 1000, ...................... ' PORCH '. 6.) TOTAL AREA = 2.55~ ACRES, FENCE ' TRANSFORMER 1" WIRE MESH ~ ~ UNffS DF W~TER SER~CE ~ - ~ ~ ~ ~P ~SEMENT / I~0~ PI~ / / / / MICHAEL gEFFRIES (~LOC~ ~ / LOT 5) N/F / SINGLE FAMILY RESIDENCE FISHERS IS~ND / o~ SIT[ S[P~C s~r~ DEVELOPMENT CORP. / / ~UN~Ct~L ~T[~ / / / / / / QUALITY CONTROL CERTIFICATION GROUP ENVIRONMENTAL 'f/--,n I q,,:/e//~ FILE 3 N/F SF NOW OR FORMERLY SQUARE FEET TYPICAL RETAINING WALL LIMITS OF FRESH WATER WETLANDS DATE: OCT, 16, 2008 SCALE: 1" = ,30' SHEET 1 OF 1 GENERAL NOTES: ~ ~ 0 1. ALL DIMENSIONS ARE BASED ON DRAW]NOS BY K]NLIN RUTHERFURD ARCHITECTS. .~ ~ ~ ~',~"-~ ,, ~] ~ ___~ CONTRACTOR SHALL VERIFY ALL DIMENSIONS PR]OR TO CONSTRUCTION. ~ ~ SW-A (PHDS) 1. WALLS AND DETAILS SHOWN ON THIS PLAN WERE DESIGNED IN ACCORDANCE WITH THE IRC ~ ~ SW-A (PHDS) SEE 2003 BUILDING CODE FOR A WIND SPEED OF 120 MPH AND EXPOSURE CATAGORY C, ,i~ Z] [ -- ~ 2. ANCHOR BOLTS,SHALL BE s,~, DIA. AND SPACED AT A MAXIMUM OF 48" O.C. MORE THAN FROM THE END OF THE SILL PLATE. SEE SHEARWALL SCHEDULE FOR SPECIAL ~SEE NOTE B (~- ~ ANCHOR BOLT REQU[EREMENTS WITHIN LIMITS OF SHEARWALLS. ~ W-A (P ~, ALL CONNECTIONS SPECIFIED ARE f,tANUFACTURED BY SI~PSON STRONOTIE AND SHALL BE ~ INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS WRITTEN SPECIFICATIONS. I 4. THE OSB SHEATHING SHALL CONFORM TO THE REQUIREMENTS OF PS2-04 GRADED SHEATHING, - SW_A (PHD5) ~ ALL PANEL EDGES SHALL BE BLOCKED. SW-A (PHD2) SW-A ( 6. ALL ANCHORS SHOWN ARE PLACED AT THE CORNERS OF THE BUILDING OR ADJACENT TO ~ A MINIMUM OF A DOUBLE 2x4 STUD SHALL BE PLACED AT -- ' ':'~~ %J ~~~ ~ 5:_ i ALL ANCHOR LOCATIONS. -- ~ 0 = - - 7. ALL WOOD SHALL BE DOUGLAS FIR NO, 2 OR BETTER. _ _ --~ .... 8, WRAP SIMPSON CS-16 STRAPPING OVER pDRn~ HEADER TO TOP OF POST, ...... STRAPPING SHALL EXTEND A MINIMUM OF DOWN EACH SIDE OF POST, USE SIMPSON ~ ~ ~_~_ ABU POST BASE AT POST TD FOUNDATION CONNECTION. ---- L 9' SHEAR WALL SHOWN ON THIS PLAN CORRESPONDS TO ROOF PLAN SHOWN. IF ROOF ~ PLAN IS ALTERED, CONTACT ENGINEER FOR SHEARWALL MODIFICATION. 0 ~ lO,THE WALL LOCATED IN THE BASEMENT DIRECTLY BELOW THIS WALL SHALL ALSO BE SHEATHED AND FASTENED AS A SW-A, DOUBLE SIMPSON PHD2 ANCHORS SHALL BE USED TO SPAN THE DEPTH OF THE 1ST FLOOR AT THE INTERIOR END OF THE SHEARWALL. A P~N - FIRST FLOOR PHD2 SHALL BE USED AT THE INTERIOR END DF THE SHEARWALL IN THE BASEMENT. SCALE: ~,16" = 1'-0" 11.THE SLAB UNDER THE INTERIOR SHEARWALL SHALL BE HAUNCHED A MINIMUM OF 0 12'~ THICK AND 12" WIDE, A 2'x2'x1~ FOOTING SHALL BE PLACED UNDER THE ANCHOR 0 ~, AT THE INTERIOR END OF THE WALL. ~ z d o z ~ z J SHEARWALL SCHEDULE ~D o ~~~I (AT ANCHOR BOLTSFouNDATiONEMBEDMENTONLY] lz_~ ~ ~ MARK I SHEATHING FASTENERS ~ o q" O,C, EDGES ~ ~ ~  / 1Od AT 12" 5,~,, DIA. e ) L- _ ' . ~ ._. ~'- i SW-A EXT. ]5,sz" OSB SHEATHING 1Od AT 0.6. FIELD 24" 0.6. MIN 'o1~~ ~ INT. I/z" GYPSUM WALLBOARD 5d AT 7" O.C. EDGES 7" < ~ 5d AT 7" O.C. FIELD / / SIMPSON CS 18 COIL STRAPPING, ~ ~ ~ ~ ~ / / LON; ON ,ArTE,S. m,. ) / = J / % ~ ~SIMPSON CS 18 COIL STRAPPING, ~ '~/ ~ ~/2'-0" RAFTER TO RIM JOIST. (TYP.) ~ t 2/ SIMPSON H2.5 (FLOOR~ ¥¢%V ~ z //,7 JOIST TO TOP-PLATE) ~ ~ z ~ ~ ~PANELS AT ROOF LINE SHALL ~ ~sSHEA BE FASTENED WITH 1Od NAILS E THING AT 4" O.C, DN EACH OF THE z 2 TOP PLATES IN ADDITION m ~ SIMPSON HOL~iWN. ~ ~ TO SHEARWALL FASTENERS. (TYP.) z o ~ I ~SEE NOTES, ,, ~ 5/~ DIA ANCHOR BOll5 ~ PANELS AT FLOOR SHALL , ~PACED e48" O,C, ILESS % ~I/~ ~BE '~ OTHERWISE NOTED (l~ FASTENED WITH 1Od NAILS '~~ CAT 4# O.C. ONEACH DF THE ~ " ~ ~~l i~ 2TOPPLATES [NADDITI :~ ~ENERS (TYP.i ) l F ~ ~. ] ~ FOUNDATION V SECTION ~" ~PICAL T~ANSVE~SE BUILDING SCALE: b4~: 1~-0~ m~ 8 DATE: SCALE: AS NOTED ROOF P~N QUALITY CONTROL CERTIFICATION N.T.S. PROJECT* 2008802 ~ROUP REVIEWED gAT,E =ROJECT MANAGER ~d ~J~ ~ ~URVEY SHEET ENVIRONMENTAL ;~WL 1 OF 1 SHEARWALL SCHEDULE ANCHOR BOLTS MARK SHEATHING FASTENERS (AT FOUNDATION ONLY] 4" O,C, EDGES 1Od AT 12" s/S" DIA. e EXT. 15,32" OSB SHEATHING1Od AT O.C. FIELD SW-A 24" O.C. MIN INT. I/z' GYPSUM WALLBOARD 5d AT 7" O,C. EDGES 7~ EMBEDMENT 5d AT 7" O.C. FIELD KRA SHEET LOG ISSUED SHEET DESCRIPTION 02,06,08 02.06.08 02.06.06 02,06.06 02.06.06 02,06.06 02,06.08 02.06.08 02.06,08 02.06.08 02.06.08 02.06.08 02.06.08 02.06.08 02.06.08 02.06,08 02.06,08 02.06.08 02.06,08 02.06,08 02,06,08 02.06.08 02,06.08 02,06,08 02.06.08 02.06.08 02,06.08 02,06.08 02.06.08 02.06.08 02,06,08 A001 TITLE SHEET A002 GENERAL NOTES A020 SITE PLAN A021 SITE PLAN Al00 BASEMENT CONSTRUCTION PLAN A101 FIRST FLOOR CONSTRUCTION PLAN A102 SECOND FLOOR CONSTRUCTION PLAN A103 ROOF PLAN A200 BUILDING HEIGHT DIAGRAM A201 SOUTH ELEVATION A202 EAST ELEVATION A203 NORTH ELEVATION A204 WEST ELEVATION A211 BUILDING SECTIONS A214 BUILDING SECTIONS A215 BUILDING SECTIONS A401 WALL SECTIONS A402 WALL SECTIONS A403 WALL SECTIONS A411 STAIR DETAILS A412 STAIR DETAILS A422 FIREPLACE DETAILS A501 WINDOW SCHEDULE A502 DOOR SCHEDULE P101 RISER DIAGRAM S101 FOOTING PLAN S102 FOUNDATION PLAN S111 FIRST FLOOR FRAMING PLAN S121 SECOND FLOOR FRAMING PLAN S131 COLLAR TIE FRAMING PLAN S132 ROOF FRAMING PLAN BRITT HOUSE FISHERS ISLAND NEW YORK TAX MAP DISTRICT: 1000 SECTION: 1 BLOCK :1, LOT 3 3 ,.) NOTED DATE: Z I~__~J~__ ~.p.~ NOTIFY BUILDING DEPARTMENT AT 765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1, FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR O.D. ALL CONSTRUCTION SHALL MEET THE[ REQUIREMENTS OF THE CODES OF NEW~ YORK STATE, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS ,OF SOU[HOLD TOWN ZBA SOUl'OLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES N.Y.S. DEC OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE' !i CODES OF NEW YORK b'TATE, PLUMBER CERTIFICATION ~ ON LEAD PLUMBING RETAIN STORU WATER RUNO~ PURSUANT TO CHAPI'FJI ~ OF THE TOWN CODE, CERTIFICATION 0~. NAILING~ OONNE(~'FIOM~ ii'U~DEnWRI~RS CERTIF~ ' ~ REOUIR~ PERMITSET 02.06.08 FIDCO SUBMISSION 02,06.08 MEETING 01.31.08 MEETING 01.21.08 SCHEMATIC DESIGN 10,06,07 SCHEMATIC DESIGN 09.15.07 VALUE ENGINEERING SCHEMATIC DESIGN 08.09.07 PRELIMINARY PERMIT SET 07.25.07 SCHEMATIC DESIGN 05.31.07 SCHEMATIC DESIGN 05.16.07 SCHEMATIC DESIGN 04.25.07 BRITF HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC www.klnllnrutherfurd.oom TITLE PAGE FULL SCALE PROJECT: 95 A-O01 GENERAL NOTES 1. PROPER PERMITS SHALL BE OBTAINED FROM THE SOUTHOLD DEPT OF BUILDINGS FOR WORK SHOWN. 2 ALL PLUMBING WORK SHALL BE PERFORMED BY PLUMBERS LICENSED IN NY, AND SNALL CONFORM TO THE BUILDING COLE OF NEW YORK STATE. ALL ELECTRICAL WORK SHALL BE PERFORMED BY ELECTRICIANS LICENSED IN NY, AND SHALL CONFORM TO THE BUILDING CODE OF NEW YORK STATE, CONTRACTOR SHALL OBTAIN A COMMERCIAL GENERAL LIABILITY INSURANCE POLICE, IN THE AMOUNT OF .~2,000,000, AND WORKMEN'S COMP, AND EMPLOYEES' LIABILITY INSURANCE COVERING ALL EMPLOYEES OF CONTRACTORS AND SUBCONTRACTORS. 5. SMOKE DETECTORS ARE REQUIRED. ALL DETECTORS ARE TO BE COMBINATION SMOKE AND CARBON MONOXIDE ANO SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE, REVIEW ALL LOCATIONS WITH ARCHITECT PRIOR TO INSTALATION 6. ALL REQUIRED PERMITS SHALL BE OBTAINED, AND THE GENERAL CONTRACTOR SHALL ARRANGE FOR AND OBTAIN ALL REQUIRED INSPECTIONS AND SIGN OFFS. 7 AT THE COMPLETION OF WORK THE CONTRACTOR SHALL HAVE ALL WORK INSPECTED BY THE BUILDING DEPARTMENT AND SHALL FILE AND OBTAIN A CERTIFICATE OF OCCUPANCY. CONSTRUCTION NOTES 1. ALL WORK PERFORMED, iNCLUDING MATERIALS FURNISHED, WORKMANSHIP, MEANS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE APPUCABLE AND LATEST REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, ANY FIRE DEPARTMENT REGULATIONS, UTfUTY COMPANY REQUIREMENTS, AND GENERAL CONDITIONS AIA DOCUMENT #A201, (OR APPLICABLE AGREEMENT). 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTFrCATES OF INSURANCE WITH THE BUILDING DEPARTMENT OF SOUTHOLD, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY THE GOVERNING AGENCIES 3. THE CONTRACTOR SHALL vrSIT THE SITE AND VERIFY THAT ALL EXISTING CONDITIONS AGREE WITH INFORMATION SHOWN ON THE DRAWINGS. ANY CONFLICTS, OMISSIONS OR BrSCREPANCIES SHALL BE BROUGHT TO THE A~ENTION OF THE ARCHITECT AND OWNER FOR RESOLUTION PRIOR TO COMMENCEMENT OF ANY WORK. NO ALLOWANCES WILL SUBSEQUENTLY BE MADE ON CONTRACTOR'S BEHALF FOR ANY ADDITIONAL EXPENSES WHICH ARE INCURRED DUE TO NEGLECT OR WHICH COULD HAVE BEEN REASONABLY FORESEEN BY PRIOR INSPECTION OF EXISTING CONDITIONS. PRIOR TO COMMENCING WORK, ORDERING OF MATERIALS AND SHOP FABRICAtiON OF ANY MATERIALS, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS INDICATED ON THE DRAWINGS AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT AND OWNER FOR RESOLUTION. 5. DRAWINGS INDICATE LOCATION, DIMENSIONS, REFERENCE, AND WPICAL DETAILS FOR CONSTRUCTION, MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUDTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF TREY WERE INDICATED IN THE DRAWINGS. FOR CONDITIONS NOT ILLUSTRATED, NOTIFY THE ARCHITECT AND OWNER FOR CLARIFICATION AND/OR SIMILAR DETAIL. 6. CONTRACTOR TO INSPECT AT TIME OF DELIVERY ALL FIXqURES PROVIDED BY TENANT TO INSURE PROPER QUANTI~, THAT ITEMS ARE DEFECT FREE, AND MATCH INVOICE. CONTRACTOR TO BE RESPONSIBLE FOR INSTALLATION, WHICH MAY INCLUDE BLOCKING, SHIMMING, ETC. IT IS THE GENERAL CONTRACTOR'S RESPONSIBrLITY TO COORDINATE ALL ITEMS SUPPLIED BY TENANT'S VENDORS AND TO VERIFY' THAT ALL MATERIALS RECEIVED ARE IN ACCORDANCE WITH THE SPEC. HEREIN. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL INSTALLATIONS, CONDrTIONS, MATERIALS AND FINISHES WZNIN THE PROPOSED CONSTRUCTION AREA AND ALL ADJOrNING PROPERTY AFFECTED BY CONTRACTOR'S OPERATIONS 8. CONTRACTOR SHALL EMPLOY ADEQUATE NUMBER OF SKILLED WORKERS WHO ARE THOROUGHLY TRNNEB AND EXPERIENCED IN THE NECESSARY CRAFIS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK. ALL WORK SHALL BE PERFORMED BY DULY LICENSED PROFESSIONALS AND AS REQUIRED BY STATE AND LOCAL GOVERNMENTS FOR EACH APPLICABLE TRADE, (PLUMBING, ELECTRICAL, ETD), WHO SHALL ARRANGE FOR AND OBTAIN REQUIRED INSPECTIONS AND SIGN OFFS. 9. THESE DRAWINGS ARE DIVIDED INTO SECTrONS FOR CONVENIENCE ONLY. CONTRACTOR, SUBCONTRACTORB, VENDORS AND MATERIAL SUPPLIERS SHALL REFER TO ALL RELEVANT SECTIONS IN BIDDING AND PERFORMING THEIR WORK AND SHALL BE RESPONSIBLE FOR ALL ASPECTS OF THEIR WORK REGARDLESS OF WHERE THE INFORMATION OCCURS ON THE DRAWrNGS. 10. ODNTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK OF ALL TRADES AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF THEIR WORK WiTH THE WORK OF OTHERS, AND SHALL VERIFY THAT ANY WORK RELATING TO THEM THAT MUST BE PROVIDED BY OTHERS, HAS BEEN COMPLETED AND IS ADEQUATE PRIOR TO COMMENCING THEIR WORK. 11. CONTRACTOR SHALL PROVIDE STRUCTURAL BAOKING/BLOCKING FOR ALL WALL MOUNTED FIXTURES, FINISHES, AND EQUIPMENT, AND FOR ALL HANGING FIXTURES, BUNDS, ETC. 12. CONTRACTOR SHALL INSTALL ALL MATERIALS AND EQUIPMENT AS PER MANUFACTURER'S WRITIEN INSTRUCTIONS AND/OR RECOMMENDATIONS. 13. CONTRACTOR SHALL AT ALL TIMES DURrNG THE COURSE OF THE CONTRACT KEEP THE ADJOINING PREMISES, INCLUDING STREETS AND OTHER AREAS ASSIGNED TO, OR USED BY THE CONTRACTOR, FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH CAUSED BY CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS OR THEIR WORK. 14 CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE AND SAFELY STORE THE OWNERS SUPPLIED ITEMS AND DISPOSE OF ANY RESULTING TRASH, 15 CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL TRADES PRIOR TO INSTALLATION, AND SAMPLES OF ALL MATERIALS AND COLOR/FINISHES FOR ARCHITECT AND OWNER'S APPROVAL CONTRACTOR SHALL PROVIDE TIMELY AND COMPLETE DATA ON ANY DEViATION/SUBSTITUTION FROM CONTRACT DOCUMENTS. 18, CONTRACTOR TO VERIFY ALL FIXTURE COUNTS, AS APPLICABLE TO THEIR CONTRACT, WITH OWNER. 17. CONTRADTOR SlflALL BE RESPONSIBLE FOR CLOSEOUT, PRIOR TO FINAL PAYMENT, INCORPORATINB ALL STANDARD GUARANTIES AND WARRANTIES AND ORIGINALS OF ALL APPLICABLE CERTIFICATES OF TESTING AND INSPECTION. COORDINATE WITH OWNER. 18. CONTRACTOR TO PROVIDE COPIES OF AS BUILT INFORMATION, OPERATION AND MAINTENANCE MANUALS, INCLUDING ALL PRODUCT GUARANTIES AND WARRANTIES TO THE CLIENT. 19 CONTRACTOR TO PROVIDE A TELEPHONE AND FAX MACHINE ON SITE FROM THE FIRST DAY OF OONSTRUCTION UNTIL COMPLETION, A JOB FORMAN OR PERSON IN CHARGE MUST BE ASSlBNED, AND THE APPROPRIATE NUMBERS GIVEN TO KINLIN RUTHERFURD ARCHrTECTS PLLC. 20. SHOP DRAWINGS ARE REQUIRED AND MUST BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOIR TO ORDERING OR MANUFACTURING ANY PORTION OF THE PROJECT WHERE SUCH DRAWINGS ARE NECESSARY. THESE DRAWINGS ARE NECESSARY FOR ANY COMPONENT OF THE PROJEOT BUILT OFF SITE AND DEDUVERED TO THE SITE AND' INCLUDES BUT IS NOT LIMITED TO CABINETS, WINDOWS, COORS, ENGINEEREC TRUSS FLOORING OR WALL SYSTEMS, HVAD DUCTWORK ECT. 21. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND OONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 22. ALL MATERIALS AND CONSTRUCTION TO BE iNCORPORATED INTO THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE ASTM SPECIFICATION, APPLrCABLE, AND CONFORM TO THE STANDARDS AND RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES WHERE APPLICABLE, ALL MATERIALS INCORPORATED INTO THE WORK SHALL BE NEW, 2.3, THE GENERAL CBNTRACTOR IS RESPONSIBLE FOR SUPERVrSION AND ASSUMES ALL RESPONSIBILIP( FOR TRE WORK BEING DONE. 24. ALL BUILDING LOT LINES, AND GRADES SHALL BE LAID OUT BY A LICENSED SURVEYOR USE/OCCUPANCY: R 3 (B BEDROOM SINGLE FAMILY) HEIGHT: 30'-6" 1ST FLOOR AREA: 1,858 SQ FF. TYPE OF CONSTRUCTION: TYPE 5 2ND FLOOR AREA: 1,4-31 SO, F% DESIGN CRITERIA: PRESCRIPTIVE WITH ENGINEERED CALCULATIONS FOR SHEAR AND OVERTURNING RESISTANCE DONE BY CME ASSOCIATES ENGINEERING AND SHOWN ON THEIR SHE~ 1 OF 1 (A~ACHED) FLOOR JOIST BRIDGING 1. BRIDGING SHALL BE INSTALLED IN ALL FLOOR FRAMING SYSTEMS BETWEEN JOISTS AT 6 FOOT INTERVALS. FLOOR DIAPHRAM BP,ACING 1. BLOCKING AND CONNECTIONS SHALL BE PROVIDED, AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE FIRST TWO BAYS OF FRAMING, AND SHALL BE SPACED AT A MAXIMUM OF 4-'-0" O,C.. TOP PLATES DOUBLE TOP PLATES SHALL BE PROVIDED AT THE TOP OF ALL INTERIOR AND EXTERIOR LOAD BEARING WALLS. THE DOUBLE PLATES SHALL OVERLAP AT CORNERS AND AT INTERSECTIONS WITH OTHER EXTERIOR OR INTERIOR LOALBEAR[NG WALLS. LEGEND -- PROPERTY' LINE ' -- CENTER LINE HIDDEN, FUTURE, OR EXISTING SMOKE DETECTOR DOOR TAG WINDOW TAG REVISION CLOUD CONSTRUCTION o4 4 1,' 02 03 Nailing Schedule (FOR ALL FRAMING CONNECTFONS WHERE A NAILING SPECIFICATION IS NOT GIVEN ON AN ENGINEERING DRAWING.) FROM WFCM) Joint Description Ratter to Top Plate (Toe-mailed) Ceiling Joist to Top Plate (Toe-mdled) Ceilh~g Joist to Parallel Rafter (Face-roiled) Ceilh~g Joist Laps over Partitions (Facemailed) Collar Tie to Rtffter (Face-nailed) Blocldng to R~ler (Toe-mailed) Rbn Board to Rafter (End-nailed) Top Plate to Top Plate (Face-nailed) Top Plates at hrtersections (Face-nailed) Stud to Stud (Face-nEdled) Header to Header (Face-nailed) Top or Bottom Plate to Stud (End-nailed) Bottom Plate to Floor joist Band joist End joist or BlocMng (Face-nailed) Joist to Sill, Top Plate or Girder (Toe-nailed) Bridging to Joist (Toe-trailed) Blocldug to Joist (Toe-nailed) Blocldng to Sill or Top Plate (Toe-nailed) Ledger Strip to Beam (Face-nailed) Joist on Ledger to Beton (Toe-nailed) Band Joist to Joist (End-nailed) Band Jois~ to Sill or Top Plate (Toe-roiled) PARTrTION TYpE DETAIL REFERENCE SECTION REFERENCE ELEVATION TAG EXTERIOR ELEVATION INTERIOR ELEVATIONS Number of Nails 6-8d 6-8d 8-16d 8-16d 8-8d 3- 8d 3-16d 3-16d 6-16d 3-16d 2-16d 3-16d 5-16d 6-16d 3-16d (1,2) 6- 8d 3- 8d 3- 8d 5-16d 5-16d 5- 8d 5-16d 3-16d (1) Nniling requirements arc based on wall sheathing nailed with 8d common nails 4" on-center at thc panel edge. Nail Spacing per rafter per joist each lap each lap per tie ,each end each end per foot joints - each side 24" o.c. 16" o.c. along edges per 2x4 stud per 2x6 stttd per 2x8 stud per foot per joist each end each end each block each joist per joist per joist per foot WOOD FLOORING STONE FLOORING TrLE FLOORING CARPET FLOORING WALL SHINGLE STONE WALL PERMITSET 02.06.08 FIDCO SUBMISSION 02.06,08 MEETING 01.31.08 MEETING 01,2~,08 SCHEMATIC DESIGN ~-0,06,07 SCHEMATIC DESIGN 09.:[9.07 VALUE ENGINEERING SCHEMATIC DESIGN 08.09.07 PRELIMINARY PERMIT SET 07.2G,07 SCHEMATIC DESIGN 05.31.07 SCHEMATIC DESIGN 05&6.07 SCHEMATIC DESIGN 04.25,07 REVI~ON ISSUE DATE RRITf HOUSE FISHERSISLAND, NEWyOR~ KINLIN RUTHERFURD ARCHITECTS, PLLC www.~lnllnrutherfurd.com GENERAL NOTES FULL SCALE PROJECT: 95 A-O02 FISHERS ISLAND DEVELOPMENT 2O t:7 S AND S 0 PON D POND M ME FRESHWATER WETLAND BOUNDARY LOCATED BY 0. JUST 12NOV'05 AND CONFIRMED BY C. HAMILTON, N.Y S.D2.C., 21JAN'04 _ELEV, 11 - LIMITS OF 100 YR. FLOOD ZONE PER FIRM - SUFFOLK COUNTY PANEL 41 - 1026- MAY 4, 1998 ~EA~ARO N/F XAPPROX. LOCATION- FISHERS ISLAND 6" WATER MAIN DEVELOPMENT CORP. MON Y POND ~/F AR~UR A. HOUGHTON (BLOCK 1 LOT 4A) --II~ (PK NAIL) ELEVA~ON = 13,24 N/F MICHAEL JEFFRIES (BLOCK 1 / LOT t3 0 CK SEA SOUND N D N/F MICHAEL JEFFRIES (BLOCK 1 / LOT 5) This drawing is based on an original site survey produced by CME/CPK Associates Engineering and Land Surveying, PLLC. 01 SITE PLAN PERMIT SET 02,06.08 FIDCO SUBMI~ION 02.06.08 MEETING 01.31.08 MEETING 01.21.08 SCHEMATIC DESIGN 10.06.07 SCHEMATIC D~IGN 09.19.07 VALUE ENGINEERING SCHEMATIC DESIGN 08.09.07 PR ELIMINARY PERMIT SE'r 07.25.07 SCHEMATIC D~IGN 05.31.07 SCHEMATIC DESIGN 08,~.6.07 SCHEMATIC DESIGN 04.25.07 BRITT HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC www,klnlinrutherfurd.cem SITE PLAN FULL SCALE A-020 PROJECT: 95 WLF N © 11 - LIMITS OF 100 YR. FLOOO PER FIRM - SUFFOLK CDUN~ - 102B- MAY '~, 1998 ,\ THE FRESHWATER WETLAND BOUNDARY LOCATED BY 6. JUST 12NOV'03 AND CONFIRMED BY C, HAMILTON, IRON PIPE (FND.) / / 20' WLF NAYBALE BARRIERIO0' FROM ........... ~ ............. ' ...... ....... OF PROPOSEDCLEARING x?6R_AVEL D~/[WAY / IRON PIPE E 1102.17 WL? i// ,' /// GRASS LAWN '- ' POOL 20'-0" -~ LOCAnON ' "~ ~%WAT~R MAINx, 25' ~ 20' " IRON PIPE N 118051 E 1112.94 Ol PLACEMENT PLAN '<~- L BEN)2HMARK (PK NAIL) , ELEVATION = 13 24 PERMITSET 02.06,08 FIDCO SUBMISSION 02,06,08 MEETING 0:L31,08 MEETING 0:L,2~.08 SCHEMATIC DESIGN :!.0.06.07 SCHEMATIC DESIGN 09.19.07 VALUE ENGINEERING SCHEMATIC D~IGN 08,09.07 PRELIMINARY PERMIT SET 07.2B.07 SCHEMATIC DESIGN 05.3&.07 SCHEMATIC DESIGN 05.2.6,07 SCHEMATIC DESIGN 04.'~ 5.07 BRITr HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC wwwJ<rnllnrutherfurd.com SITE PLAN FULL SCALE A-021 PROJECT: 95 0~/A203 TILE FLOOR MECHANICAL/STORAGE UNFINISHED BASEMENT 01/A20I STONE FLOOR HALL up ,',oo ~) / TILE FLOOR BUILT IN CLOSETS- BATH REC ROOM [ 001 I 01 BASEMENT PLAN // O1/A203 85'-5~" 5'-10" 2'-11" 5'-10" 5'-10" 5'-10" 5'-10" 5' 21/2" SCREENED PORCH kJi BUILT-IN SHELVES 12'-0" 15'-4" 12'~5" SORNER UNIT ~ MASTER ~ EGRESS ' BATH ,,' WINDOW FOYER ¢ ~' 6~" BUILT-I 9'-11~" ' 3'-10" 7'-9" 85'-5~4'' CLOSETS L 01/A201 01 FIRST FLOOR PLAN (? OLKA2O3 T WINDOW WINDOW · WINDOW ' -- BEDROOM 3 BEDROOM 2 BATH 1,, ~ BEDROOM 1 BUNK ~ 12'-Z'~'' lO'-0" 12'-1f' ~ 9' 11/14" ¢_ BATH 3 HALL 3'42" ~ ~ 3' 7~" 2~ 63/4'' ,2'-6~" .2'-~3~4'' 4'-~" I 61' 53/4" ROOM 01/A201 n 1 SECOND FLOOR PLAN PERMITSET 02.06.08 FIDCO SUBMISSION 02.06.08 MEETING 0::L.33_,08 MEETING 0:L21.08 SCHEMATIC DESIGN 10.06.07 SCHEMATIC DESIGN 09,:!.9.07 VALUE ENGINEERING SCHEMATIC DESIGN 08.09.07 PRELIMINARY PERMIT SET 07,25.07 SCHEMATIC DESIGN 05.31.07 SCHEMATIC DESIGN 05.::L6,07 SCHEMATIC DESIGN 04.25.07 REVISION ISSUE DATE BRITr HOUSE FISHERS ISLAND, NEW YORK KINLIN RUTHERFURD ARCHITECTS, PLLC www.klnlln ruth erfurd.cem SECOND FLOOR CONSTRUCTION PLAN FULL SCALE PROJECT: 95 A-102 01/A205 01 ROOF PLAN 01/A201 i TO RIDOE 5L~:7~ I~ ELEV 26'-7" TO SUBFLOOR ELEV. 1B'-7~" Ozl HEIGHT OF BUILDING DIAGRAM 515' 7" ~ TO RIDGE ELEV. 26'-7" TO SUBFLOOR ELEV. 10'- 7~z" ~'~' 0 Ilk TO SUBFLOOR ~M ELEV. 0'-0" ELEV, r~Q HEIGHT OF BUILDING DIAGRAM I/8"=1'-0~ TO RIDGE ~, ELEV. 26'-7~' ~ I I'/E'i~I'I df BE-WEEIq LI 1 E~ E / ~ REGE F I I TO SUBFLOOR ELEV. 1 O' 30' 0" ,"~ TO SUB ELEV. AVERAGE TO 02 HEIGHT OF BUILDING DIAGRAM I/~"=1'-0~ 56' 7" I~ TO RIDGE ELEV, 26' 7~ hi?AB H, 'LAVE Al,lEI RIDdlE B~JLDh,IG, BEFORE ANY OR FILL (~-' 0"),¢0 TIdE blE,~N IffEIuI T BE,WE ri EAV~E /,lid RIDGE ( ' [ TO SUBFLOOR ELEV. 10' -7~" q / ~ EXISTIN~ NAT~JRAL GRADE , ,, , , : ', 20' D' fl~ TO SOBFLQOR ,' ' ' ' 01 HEIGHT OF BUILDING DIAGRAM PERMIT SET 02.06.08 FIDCO SUBMISSION 02.06,08 MEETING 01.31.08 MEETING 01.21,08 SCHEMATIC DESIGN 10.06,07 SCHEMATIC DESIGN 09,19.07 VALUE ENGINEERING SCHEMATIC DESIGN 08,09,07 PRELIMINARY PERMIT SET 07.25.07 SCHEMATIC DESIGN 05.3:[.07 SCHEMATIC DESIGN 05.16.07 SCHEMATIC DESIGN 04,25,07 BRI'IT HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC www,klnl[nruth erfurd.com BUILDING HEIGHT DIAGRAM FULL SCALE PROJECT: 95 A-200 (~ %0 RIDOE ELEV, +26'-7" ~ T.O SUBFLOOR ELEV. +10'7 1/2" ' I (2,35) 31 ~ T.O SUBFLOOR ELEV. (- 10'-0") 0 1 SOUTH ELEVATION PERMIT SET 02.06.08 FIDCO SUBMISSION 02,06.08 MEETING 01.31,08 MEETING 01.21.08 SCHEMATIC DESIGN 10.06.07 SCHEMATIC DESIGN 09.19.07 VALUE ENGINEERING SCHEMATIC DESIGN 08.09,07 PRELIMINARY PERMIT SET 07.25.07 SCHEMATIC DESIGN 05.31.07 SCHEMATIC DESIGN 05.16,07 SCHEMATIC DESIGN 04,25.07 BRrrr HOUSE KINLIN RIJTHERFURD ARCHITECq'S, PLLC www.krnllnrutherfurd,cam SOUTH ELEVATION FULL SCALE A-201 PROJECT: 95 (~ T.O RIDGE ELEV. +26'-7" i~ T.O SUBFLOOR ELEV. +10'7-1/2" (~ T,O SUBFLOOR ELEV. 0'O" (~ T.O SUBFLOOR ELE¥, ( 10' 0" --1 Ol EAST ELEVATION I/4'=1L0" ~ T.O RIDCE ELEV. +26'-T' ~ T.O SUBFLOOR ~ T,O SUBFLOOR ELEV. O'O" ~" (~ T.O SUBFLOOR ELEV. (-10' 0") . J Fj I L · 0 1 NORTH ELEVATION PERMITSET 02,06.08 FIDCO SUBMISSION 02.06.08 MEETING 01.31.08 MEETING 01.21.08 SCHEMATIC DESIGN 10.06.07 SCHEMATIC DESIGN 09,19,07 VALUE ENGINEERING SCHEMATIC DESJGN 08.09,07 PRELIMINARY PERMIT SET 07,25,07 SCHEMATIC DESIGN 05.31,07 SCHEMATIC DESIGN 05.16.07 SCHEMATIC DESIGN 04.:25,07 BRITt HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC www,klnlrnrutherfurd.com NORTH ELEVATION FULL SCALE PROJECT: 95 A-203 ~ T.O RIDGE ELEV +26'-7" i~ T.O SUBFLOOR ELEV. +10'7 1/2" (~] T.O SUBFLOOR ~] T.O SUBFLOOR ELEV. (10'-0") I PERMIT SET 02.06.08 FIDCO SUBMISSION 02.06.08 MEETING O:L3~,.OE MEETING 01.21,08 SCHEMATIC DESIGN 10.06,07 SCHEMATIC DESIGN 09.5.9.07 VALUE ENGINEERING SCHEMATIC DESIGN 0G.09.07 PRELIMINARY PERMIT SET 07,25.07 SCHEMATIC DESIGN 05.31.07 SCHEMATIC DESIGN 05.16.07 SCHEMATIC DESIGN 04.25.07 BRITf HOUSE 0 1 WEST ELEVATION KINLIN RUTHERFURD ARCHITECTS, PLLC www,klnlTnrutherfurd.com WEST ELEVATION FULL SCALE PROJECT: 95 A-204 i~ T,O RIDGE ELEV, +26'-7" ~ T,O SUBFLOOR ELEV +/0'7 1/2" ~ T,O SUBFLOOR ~) T.O SUBFLOOR ELEV. (10'-0") 17 I [21 02 ,BUILDING SECTION i~ T,O RIDGE £LEV. +26'-7" ~ T.O SUBFLOOR ELEV. +10'7-1/2" ,I ~ T.O SUBFLOOR (~ T.O SUBFLOOR ELEV. (-lO'-O") 01 BUILDING SECTION PERMIT SET 02,06.08 FIDCO SUBMISSION 02.06.05 MEETING 01,3:1.08 MEETING 0:L.2~..08 SCHEMATIC DESIGN :10.06.07 SCHEMATIC DESIGN 09.29.07 VALUE ENGINEERING SCHEMATIC DESIGN 08,09.07 PRELIMINARY PERMIT SET 07.25,07 SCHEMATIC DESIGN 05.3~..07 SCHEMATIC DESIGN 05.26.07 SCHEMATIC DESIGN 04,25.07 BRITr HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC www.kinllnrutherfurd.com BUILDING SECTIONS FULL SCALE PROJECT: 95 A-211 ~ T.O RIDGE ~j~ TO SUBFLOOR ELEV. +10'7-1/2" ]~ TO SUBFLOOR ELEV. 0'0" ~ T.O SUBFLOOR ELEV ( 10' 0") BUILDING SECTION PERMIT SET 02.06.08 FIDCO SUBMISSION 02.06.08 MEETING 01,31,0E MEETING 01.21.08 SCHEMATIC DESIGN 10,06.07 SCHEMATIC DESIGN 09.19,07 VALUE ENGINEERING SCHEMATIC DESIGN 08.09.07 PRELIMINARY PERMIT SET 07,25,07 SCHEMATIC DESIGN 05,3t.07 SCHEMATIC DESIGN 05.16.07 SCHEMATIC DESIGN 04.2§.07 REVISION ISSUE DATE BRITr HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC www. klnlln ruth erfurd.com BUILDING SECTIONS FULL SCALE A-214 PROJECT: 95 RIDGE ELEV +26'-7" ~[~ T.O SUBFLOOR ELEV. +10'7-1/2" ~]~ T,O SUBFLOOR ELEV, 0'0" ]1 i~ T.O SUBFLOOR ELEV. (-10'-0") 01 BUILDING SECTION 1/4%¢ ~" 27' WINDOW R O. ELEV. +8'-2 7/8" SUB WINDOW SILL R 0 ELEV. +1' 10 3/¢" ~" FINISH FLOOR ~" PLYWOOD SUBFLOOR 11 7~" LVL FLASHING 2 " OVERHARNANG STDNE VANEER 2X12 PRESSURE TREATED SILL WATERPROOFINB SEALANT 2" RIGID INSULATION OVER LIQUID APPLIED WATERPROOFING GROUT CLEANED, CRUSHED STONE 4" TILE DRAIN 4" CONCRETE SLAB 4" RIGID INSULATION OVER GEOTEXTILE FABRIC ~ROUT 2X4 FRAMING W/R 15 F.B. 5/¢ GYP. PLYWOOD HELD ~ ~,~ -- ~- IIIIll lll'lll lllll=ll llll ll'l lllll'll,'l Illllllllllll ll'l' IIII1'11 IIIIII 11 ~" TJI TRUSS JOISTS ! 5 ~"X 11 7~,, PARALLAM PSL SIMPSON LCC5.25-4 -4' LALLY COLUMN 5 ~" X 11 7~,, PARALLAM PSL SIMPSON LCC5,25-¢ 4" LALLY COLUMN 4" RIGID INSULATION OVER BEOTEXTILE FABRIC -- B" BED OF ~" CLEAN STONE 12"X2¢" CONCRETE FOOllNG ~-" CONCRETE SLAB - (5) #4 RBBAR 2X10 RAFTER 1 ~"X 20 GA STRAP -(5) 1 ~"X 11 ~" LVL PURDNS PLYWOOD WEB BRACE SIMPSON MIU211 HANGER 11 ~" TJI 2X10 RAFTER 4X4 POST ~" PLYWOOD SHEATHING 2X6 SISTERED TO 2X10 RAFTER 1-~" X 20 GA STRAP 2X10 RAFTER KICK PLATE · 1X CEDAR TRIM CEDAR TRIM CONqNUOUS VENT 1 ~" X 11 7~,, LVL RIMJOIST SIMPSON H8 V GROOVE 3" CEDAR STAINED FINISH PACK CAVITY WITH INSULATION WOOD BLOCKING 2X BUILT-UP HEADER 2X HEAOER PLATE 01 WALL SECTIONS / / WINDOW R.O. ' ELEV. +6'-10 1/8" SUB WINDOW SILL R g ELEV. +2'-6" 2?' DOOR R.O. ----~" FINISH FLOOR ¢ ~" PLYWOOD SUBFLOOR WATERPROOFING SEALANT 2" RICID INSULATION OVER LIQUID APPLIED WATERPROOFING GROUT CLEANED, CRUSHED STONE 4" TILE DRAIN ~-" CONCRETE SLAB 4" RIGID INSULATION OVER OEOTEXTILE FABRIC 2X4 FRAMfNG W/R-15 F.B, 5/8" GYP. CON3NUOUS ROLL BIDCEVENT PLYWOOD HELD I lllll l,lllllllllllllllillll lllllllllllll l l llllllllllllllllllll, WINDOW R,O ELEV. +7'-10 1/8" SUB WINDOW SILL R.O. , 11 ~" TJI TRUSS JOISTS 5 ~" X 11 7/8" PARALLAM PSL SIMPSON LCC5,25- ~- 4" LALLY COLUMN 5 ,!~" X 11 7~- PARALLAM PSL SIMPSON LCC5.25-4 LALLY COLUMN RIGID INSULATION OVER OEOTEXTILE FABRIC BED OF ~" CLEAN STONE 12"X2~" CONCRETE FOOT[NB CONCRETE SLAB #~ REBAR 2X6 HANGER ~" PLYWOOD SHEATHING 2X8 _KICK PLA% IX CEDAR TRIM CEDAR TRIM CONTINUOUS VENT 1 ~"X 11 ~" LVLRIMJOIST V GROOVE 3" CEDAR STAINED FINISH PACK CA~ Wl~d INSULA~ON W6XI§ STEEL SECTION 1 WALL SECTIONS PERMITSET 02.06.08 FIDCO SUBMISSION 02.06.08 MEETING 01,31.08 MEETING 01,21,08 SCHEMATIC DESIGN 10.06.07 SCHEMATIC DESIGN 09.19.07 VALUE ENGINEERING SCHEMATIC DESIGN 08.09.07 PRELIMINARY PERMITSET 07.25,07 SCHEMATIC DESIGN 05.31.07 SCHEMATIC DESIGN 05.16.07 SCHEMATIC DESIGN 04,25,07, REVISION ISSUE DATE BRITr HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC www. krnllnrutherfurd.~om WALL SECTIONS FULL SCALE PROJECT: 95 A-402 ~" FINISH FLOOR ~" PLYWOOD SUBFLOOR I I ~" FINISH FLOOR ~4" PLYWOOD S,UBFLOOR WATERPROBFINO SEALANT 2" RIGID INSULATION OVER LIQUID APPLIED WATERPROOFING GROUT CLEANED, CRUSHED STONE 4" TILE DRAIN 4" CONCRETE SLAB 4" RIGID INSULATION OVeR BEOTEXqLE FABRIC BROUT 2X4 FRAMINB W/R-15 F,B. i/8" GYP, 2" X 10" RAF' 16" O.C. 1 ~" X 11 ~" TJI ,/~ 16" 0 C, 5~" X I1 ~" _ -- 14- PARALLAM PSL SIMPSON LCC5.25-4 LALLY COLUMN STONE FINISH 2 ~" X 9 ~" TJI 12" O.C. 1 ~. X 11 ~" TJ] A 4" LALLY COLUMN ~- Iv 4" RIGID INSULAtiON OVER ~ GEOTXllLE FABRIC -- 6" BED OF J~" CLEAR STONE 12"X2¢" CONCRETE FOOTING 4" CONCRETE SLAB (5) #4 REBAR PACK CAVITY  ' WITH INSULAI10N ~ 1-~"X20 GA STRAP - / /, ),~ , Ill ~ln_ (2) 11 ~" LVL RIM JOIST I!l 'l,llllll lllllll'lll]llll!l,!llllll,lllllll l ,',ll IIIl ,llll ll 2~rX 10" RAFTERS 16" O.C, 1X CEDAR TRIM CONTINUOUS VENT lX CEDAR TRIM V GROOVE 3" CEDAR STAINEB FINISH PACK CAVITY Wl~d INSULATION WOOD BLOCKING 2X BUILT-UP HEADER 2X HEADER PLATE (2) 11 7~,, LVL RIMJOLST SHINGLES FLASHIN6 2" OVERHANG STONE VENEER BEAM POCKET 01 WALL SECTIONS PERMITSET 02.06.08 FIDCO SUBMISSION 02.06.08 MEETING MEETING 01.21,08 SCHEMATIC DESIGN 10.06.07 SCHEMATIC DESIGN 09,19,07 VALUE ENGINEERING SCHEMATIC DESIGN 08.09,07 PREUMINARY PERMIT SET 07.25.07 SCHEMATIC DESIGN 05.31.07 SCHEMATIC DESIGN 05.16.07 SCHEMATIC DESIGN 04.25.07 BRI r HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC www.kinlln rutherfurd.¢om WALL SECTIONS FULL SCALE PROJECT: 9.5 A-403 04 STAIR DETAILS V2'=~'-o' CL F DOWN J /"'~'~ SECOND FLOOR PLAN CL DOWN FIRST FLOOR PLAN _1 5/16" t-- Ol BASEMENT PLAN PERMITSET 02.06,08 FIDCO SUBMISSION 02,06,08 MEETING O1,3~..08 MEETING 0:/.,2 ~.,08 SCHEMATIC DESIGN 10.06.07 SCHEMATIC DESIGN 09.19,07 VALUE ENGINEERING SCHEMATIC DESIGN 08,09.07 PRELIMINARY PERMIT SET 07.25,07 SCHEMATIC DESIGN 05,31.07 SCHEMATIC DESIGN 05,16.07 SCHEMATIC DESIGN 04.25.07 BRITT HOUSE 141NLIN RUTHERFURD ARCHITECTS, PLLC www.kinllnruth erfurd.com STAIR DETAILS FULL SCALE PROJECT: 95 A-411 T.O ROOF ~ ELEV +26' 7" T.O SUBFLOOR ~ ELEW. +10'7 1/2" T.O SUBFLOOR T.O SUBFLOOR ELEV. 6'-11 7/8" © 6'-2 5/8" O~J S..Eg .T. ION · ir 1/2 =1-0 II 03 FRAMING ELEVATION 02 ELEVATION i/2==1'-0" 01 PLAN 15" X 15" CLAy FLUE LINING CMU STONE VENEER 5 FIREPLACE DETAILS tA422/ STONE 13" X 13" CLAY FLUE LINING 4" CMU 2" AIR SPACE FURRING STRIP --GYP BD 04 FIREPLACE DETAILS STONE CHIMNEY TERMINATION STONE VENEER 4" (MINIMUM) FLASHING 2" NONMETALLIC INCOMBUSTIBLE FILL 4" THICK CMU 1 1/2" STUD 5/8" INTERIOR GYP BB. WALL 1" FIRE CLAY FLUE LINER NOMINAL 1" AIRSPACE 2" NONMETALLIC INCOMBUSTIBLE FILL STONE X 13" CLAY FLUE LINING AIR SPACE AND INTERIOR FINISH MU 0'"~ FIREPLACE DETAILS STONE VENEER AIR INTAKE FIRE BRICK 1" SPACE FILLED W/ NONCOMBUSTIBLE INSULATION ----- CMU 02 FIREPLACE DETAILS STONE VENEER STRUCTURAL SUPPORT FOR FLUE CLAy LINER SMOKE CHAMBER DAMPER WOOD MANTLE FrRE BRICK AiR INTAKE MASONRY FJREPLACE WITH RUMFORD FIREBOX STONE HEARTH 01 FIREPLACE DETAILS BRITT KINLIN F FIRE FULLSC PROJEC:' WINDOW SCHEDULE BASEMENT Rough Opening Size Jamb Casing Divided Exterior REMARKS Window# Room # Rm Name Type Manufact. Product # Description Width Height Depth Type light Screen Hardware Cladding 001 001 Rec, Room A Marvin CUDH 2616 Double Hung 2~-6 3/8" 3'-B 7/8" 8" V,I~F, SDL Y White White Clad Mulled Un[ts 002 001 Roe, Room B Marvin (2) CUDH 2620 Double Hung 5'-3 3/4" 4'-0 7/3" 6" V.I.F. SDL Y White White Clad Mulled Units 003 Stair K Marvin (g) CUDH 2028 Double Hung 6'-5 1/8" 8'-4 7/B" 6" V.I.F. SDL Y White White Clad Mulled Units FIRST FLOOR Rough Opening Size Jamb Casing Divided Exterior REMARKS Window# Room# Rm Name Type Manufact. Product# Description Width Height Depth Type light Screen Hardware Cladding 101 101 LMng Room D Marvin CUDH 3234 Double Hung 3'-2 3/8" 6'-4 7/8" 6" V.I.F. SDL Y White White Clad 102 101 Living Room D Marvin CUDH 3234 Double Hung 3'-2 3/8" 6'-4 7/8" 6" V.[.F. SDL Y White White Clad 103 103 Dining Room M Marvin Custom CUDH/Custom CUDHTR Custom Double Hung 2'-8 3/8" 8'-0 3/4" 6" V.I.F. SDL Y White White Clad Mulled Units 104 103 Dining Room M Marvrn Custom CUDH/Custom OUDHTR Custom Double Hung 2'-8 3/8" 8'-0 3/4" 6" V.I.F. SDL Y White White Clad Mulled Units 105 104 Kitchen D Marvin CUDH 3234 Double Hung 3'-2 3/8" 6'-4 7/8" 6" VJ.F. SDL Y White White Clad 106 104 Kitchen D Marvin CUDH 3234 Double Hung 3~-2 3/8" 6'-4 ?/B" 6" VJ,F, SDL Y White White Clad 10;' 106 TV Room E Marvin CUDH 3226 Double Hung 3'-2 3/8" 5'-0 7/8" 6" V.I.F. SDL Y White White Clad 108 109 Master Bedroom E Marvin CUDH 3226 Double Hung 3'-2 3/8" 5'-0 7/3" 6" VJ.F, SDL Y White White Clad 109 109 Master Bedroom D Marvin CUDH 3234 Double Hung 3'-2 3/8" 6'-4 7/8" 6" V.I.F. SDL Y White White Clad 110 109 Master Bedroom D Marvin OUDH 3234 Double Hung 3'-2 3/8" 6'-4 7/8" 6" V.I,F, SDL Y White White Clad 111 ~.09 Master Bedroom D Marvin CUDH 3234 Double Hung 3'-2 3/8" 6'-4 7/8" 6" V.I.E. SDL Y White White Clab 112 109 Master Bedroom D Marvin CUDH 3234 DoubJe Hung 3'-2 3/8" 6'-4 7/8" 6" V.I.F. SDL Y White White Clad 113 108 Master Bath C Marvin OUDH 2824 Double Hung 6" V.I.F. SDL Y White White Clad 114 Stair L Marvin (3) CUD8 2032 Double Hung 6'-5 1/8rr 6"0 ?/6" 6" V,I.F. SDL Y White White Clad Mulled Units 115 104 Kitchen F Marvin CUDH 3224 Double Hung 8'-2 3/8" 4'-8 7/8" 6" V,I,F. SDL Y Whrte White Clad 116 104 Kitchen F Marvin CUDH 3224 Double Hung 3'-2 3/8" 4~-8 7/8" 6" V,I.F, SDL Y Whrte White Clad 117 104 Kitchen F Marvin CUDH 3224 Double Hung 3'-2 3/8" 4'-8 7/8" 6" VJ.F. SDL Y White White Clad 118 103 Drnlng Room M Marvin Custom CUDH/Custom CUDHTR Custom Double Hung 2'-8 3/8" 8'-0 3/4" 6" V.I.F. SDL Y White White Clad Mulled unrts 119 103 Drnlng Room M Marvin Custom CUDH/Oustom CUDHTR Custom Double Hung 2'-8 3/8" 8'-0 3/4, 6" V.I.F. SDL Y White White Clad Mulled Unrts 120 101 Living Room C Marvin CUDH 3234 Double Hung 3~-2 3/8~, 6'-4 7/8" 6" V.I.F. SDL Y White White Clad 121 101 Living Room C Marvin OUDH 3234 Double Hung 3'-2 3/8" 6'-4 7/8" 6" V,I,F, SDL Y White White Clad 122 101 LMng Room C Marvin CUDH 3234 Doudle Hung 3'-2 3/8" 6'-4 7/8" 6~' V.I.F. SDL Y White White Clad SECOND FLOOR Rough Opening.Size Jamb Casing Divided Exterior REMARKS Window# Room # Rm Name Type Manufact, Product # Description Width Height Depth Type light Screen Hardware Cladding 201 207 Oath 2 e Marvin CUDH 3222 Double Hung 3'-2 3/8" 4'-4 7/8" 6" V.I.F, SDL Y whrte White Clad 202 206 Bedroom 3 G Marvin CUDH 3222 Double Hung 3'-2 3/8" 4~-4 7/8" 6" V, LF, SDL Y White White Clad 203 202 Hail H Marvin (2) CUDH 3222 Double Hung 6'-3 3/4" 4'-4 7/6" 6" V.I.F. SDL Y Whrte White Clad Mulled Units 204 202 Hall G Marvin CUDH 3222 Double Hung 3'-2 3/8" 4'-4 7/8" 6" V.I.F. SDL Y whrte White Clad 205 202 Hall G Marvin CUDH 3222 Double Hung 3'-2 3/8" 4'-4 7/8" 6" V.I.F. SDL Y White White Clad 206 201 Hall 6 Marvin CUDH 3222 Double Hung 3'-2 3/8" 4'-4 7/8" 6" V.I,F. SDL Y White White Clad 207 209 Bath 3 G Marvin CCDH 3222 Double Hung 3'-2 3/8" 4'-4 7/8 ~ 6" V.I.F. SDL Y White White Clod 208 209 Bath 3 ] Marvin CUDH 3228 Double Hung 8'-2 3/8" 5'-4 7/8 ~ 6" V,LF, SDL Y W~lte White Clad 209 208 Bunk Room ] Marvin CUDH 3228 Double Hung 3'-2 3/8" 6'-4 7/8" 6" V.I,F, SDL Y White White Clad 210 208 Bunk Room ] Marvin CUDH 3226 Double Hung 3'-2 3/8" 6'-4 7/8" 6" VJ.F, SDL Y White White Clad 211 Stair L Marvin (3) CUDH2032 Double Hung 6'-5 1/8" 6'-0 7/8" 6" VJ.F. SDL Y White White Clod Mulled Units 212 203 Bedroom 1 J Marvin CUDH 3228 Double Hung 3'-2 3/8" 5'-4 7/8" 6" V.I.F. SDL Y White White Clad 213 204 Oath I I Marvin CWDH 3228 Double Hung 3'-2 3/8" 5'-4 7/8" 6" V.I.F, 8DL Y White White Clad 214 205 Bedroom 2 I Marvin CUDH 3228 Double Hung 3'-2 3/8" 5'-4 7/8" 6" V,I.F, SDL Y White White Clad 215 205 Bedroom 2 I Marvin (2) CUDH 3228 Double Hung 6'-3 3/4" 5~-4 7/8" 6" V.I.E. SDL Y White White Clad Mulled Units 216 206 Bedroom 3 J Marvin (2) CUDH 3228 Double Hung 6'-3 3/4" 5'-4 7/8" 6" V.I.F. SDL Y White White Clad Mulled Units 217 206 Bedroom 3 I Marvin CUDH 3228 Double Hung 3'-2 3/8" 5'-4 ?/8" 6" V.I.F. 8DL Y White White Clad 218 207 Bath 2 I Marvin CUDH 3228 Double Hung 3'-2 3/8" 5'-4 7/8" 6" V.I.F. SDL Y White White Clad NOTES:. 1. WINDOW T~IM INSTALLED BY MANUFACTURER UNLESS OTHERWISE NOTED, 2. VERIFY ROUGH OPENING DIMENSIONS WITH DIMENSIONS ON CONSTRUCTION PLAN, WINDOW SCHEDULE PE SC SC SC PF SC BRIIT I-I KINLIN RU- www.k[nllnrul WIND( FULL SCA, I PROJECT: EXTERIOR DOOR SCHEDULE BASEMENT Door# ~ Room~l FIRST FLOOR Door # Room # iOi 103 102 i05 i03 i03 NOTES: 1. 2. Rm Name~ Rough Opening Size Manufact. Product # Description Width Height Marvrn CIFD 3068 X L Clad Inswlng French Door 3'-2 7/16" 6'-10" 6" V.I.F, Product # Custom CIFD XX R/Custom CIFDT CIFD 6266 & SIDELITES/CIFDT 6016 Custom CIFD XX R/Custom CIFDT Description Clad Inswlng French Door Clad Jnswlng French Door Clad Inswlng French Door Rough Op~ Width Jamb Depth nlng Size Jamb Height Depth 6'-1 5/8" 8'-10 1/8" 6" V.I. F, Casing Type Divided light SDL Divided light SDL Screen Hardware White Hardware White Exterior CladdinL White Clad Exterior Cladding White Clad White Clad REMARKS REMARKS MuJled unrts Mulled unrts Dining room Marvin Foyer Ma rvln Dining Ream ~ DOOR TRIM INSTALLED BY MANUFACTURER: UNLESS Oq4ERWlSE NOTED, VERIFY ROUGH OPENING DIMENSIONS Wl~d DIMENSIONS ON CONSTRUCRON PLAN, 6'-15/8" 8'-4" 6" v.r.F, 6'*1 5/8" 8'-10 1/8" 6rr V,I.F. Casing Type SDL SDL Y Wlhlte White Clad MulJed unrt~ PERMJTSET 02.06.08 FIDCO SUBMISSION 02,06,08 MEETING 01,31,08 MEETING 01.21,08 SCHEMATIC DESIGN 10,06,07 SCHEMATIC DESIGN 09.19.07 VALUE ENGINEERING SCHEMATIC DESIGN 08.09.07 PRELrMINARY PERMIT SET 07.25.07 SCHEMATIC DESIGN 05,3';.07 SCHEMATIC DESIGN 05.16.07 SCHEMATIC DESIGN 04.25,07 BRITr HOUSE 0 1 DOOR SCHEDULE KINLIN RUTHERFURD ARCHITECTS, PLLC www,klnllnrutherfurd,cam DOOR SCHEDULE FULL SCALE PROJECT: 95 A-502 PLUMBING NOTES: 5,) 4.) 5.) DO NOT SCALE FROM THIS DRAWINB. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE BUILDING CODE OF THE TOWN OF SOUTHOLD AND RS 16. OBTAIN AND PAY FOR ALL PERMITS, CERTIFICATES, ETC. REQUIRED. VERIFY FIELD CONDITIONS AND LOCAL CODES BEFORE SUBMITTING BID. DELIVER CERTIFICATES OF FINAL PAYMENT. FINAL INSPECTION TO OWNER BEFORE APPLYING FOR I%.R ._11#' J[I.: ,,,, B.) PITCH HORIZONTAL DRAINAGE PIPINO 3" DIAMETER AND LESS 1/4" PER FOOT MINrMUM; 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 (ONE) YEAR FROM DATE OF FINAL ACCEPTANCE. 9.) ALL HOT AND COLD WATER LINES TO HAVE SHUTOFF VALVES, SECOND FLOOR CEILING ~sa JBATH 2 I -I /r ~ ~ ~ ~ ~ 4" TO SEPTIC, SEE % ~ ¢ 1 A~ACHEB SITE AND 1 SEPTIC DWG PUMP Washer ~ PUMP WC, BASEMENT 12" 14'' BRIIT I- KINLIN R!J www.xrnllnr~J 0 1 FOOTING PLAN PLUMI FULL SC/~I PROJECT: 01/A203 EIEV 21' Ii: £1_EV 21 92 ELEV 27' ~rr 10'4 E EV ELLV I' -%" I · EL~,, 2m'~" I FI FY '~? 89 , 17i7 ! FIEV 1767 12'/5" FI El,' 2S' -97¥' ELEV 17' 8" ELEV 17 67 ,L ELEV I I I I I I u'/" I I I I ~_LLV 37' 5" I I I I ELEV ',74z I I _L 2 10'-4" FLD/, ~yPEB~/' ST~PPED FOOTING 01/A201 a PERMIT SET 02.06.08 FIDCO SUBMISSIDN 02.06,08 MEETING 0`1.31,08 MEETING 0:1..21.08 SCHEMATIC DESIGN J.0,06.07 SCHEMATIC DESIGN 09.'19.07 VALUE ENGINEERrNG SCHEMATIC DESIGN 08.09.07 PREMMINARY PERMIT SET 07,25,07 SCHEMATIC DESIGN 05.31.Q7 SCHEMATIC DESIGN 05.16.07 SCHEMATIC DESIGN 04.25,07 REVISION ISSUE DATE BRIIT HOUSE FISHERS ISLAND, NEW YORK KINLIN RUTHERFURD ARCHITECTS, PLLC www. RInllnrutherfurd.com FOOTING PLAN FULL SCALE S-101 PROJECT: 95 01/A203 ELEV FLEV LI-- ELEV ,7C,? e i ELEV II I I ELLv' 2742l pr ]_ ii E/Er 2B'-9%" FIB,'SAa? El EV ELEV -I' X~'' ELEV FIB/ ~P, 8' 12' 0" El EV. "5' I I I'-- I o'7" I I I E..v ?7 ~" I I ] El EV 77 43 I I _ J A 01/A201 01 FOUNDATION PLAN V~'-~'-¢ PERMIT SET 02.06.08 FIDCO SUBMISSION 02,06,08 MEETING 01.31.08 MEETING 01.21.08 SCHEMATIC DESIGN 10.06.07 SCHEMATIC DESIGN 09,19.07 VALUE ENGINEERING SCHEMATIC DESIGN 08.09.07 PRELIMINARY PERMIT SET 07.25.07 SCHEMATIC DESIGN 05.31,07 SCHEMATIC DESIGN 05.16,07 SCHEMATIC DESIGN 04.25.07 BRITr HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC www. krnllnrutherfurd.com FOUNDATION PLAN FULL SCALE PROJECT: 95 S-102 (2) 1N" x 1¢4' (2) ~N" x 1N" X 1174" LVL RI~fJOIST 1~" X 11~" LVL RIMJ01ST PERMIT SET FIDCO SUBMIS MEETING MEETING SCHEMATIC DE SCHEMATIC DE VALUE ENGINE SCHEMATIC DE PRELIMINARY I SCHEMATIC DE SCHEMATIC DE, SCHEMATIC DE! BRITr HOUSE 01 FIRST FLOOR FRAMING PLAN ¥'r'--¢--0' KINLIN RUTHERFURD ,z www. kr nlln r ut h er'urd,com FIRST FLOOR FRAMING PLA, FULL SCALE PROJECT: 95 (2) l~"X 11~" LVL RiB 1~" X 117~'' LVL RIMJOIST 1~" X 11~" LVL RIMJOIST PERMIT sE-r 02.06.08 FIDCO SUBMISSION 02.06.08 MEETING 0:1..31,08 MEETING 0t,2~,08 SCHEMATIC DESIGN 10.06.07 SCHEMATIC DESIGN 09.19,07 VALUE ENGINEERING SCHEMATIC DESIGN 08.09.07 PRELIMINARY PERMIT SET 07.25.07 SCHEMATIC DESIGN 05.3'1.07 SCHEMATIC DESIGN 05.16.07 SCHEMATIC DESIGN 04.25.07 BRITr HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC www.krnllnruther"urd.com SECOND FLOOR FRAMING PLAN FULL SCALE S-121 PROJECT: 95 1~" X 11~" LVL RIMJOIST PERMIT SET 02.06.08 FIDCO SUBMISSION 02,06.08 MEETING 0:L.3~..08 MEETING 01.21.08 SCHEMATIC DESIGN '10,06,07 SCHEMATIC DESIGN 09,19,Q7 VALUE ENGINEERING SCHEMATIC DESIGN 08.09.07 PRELIMINARY PERMIT SET 07.25.07 SCHEMATIC DESIGN 05,31.07 SCHEMATIC DESIGN 05.16.07 SCHEMATIC DESIGN 04.25.07 BRITt HOUSE '01 COLLAR TIE FRAMING PLAN KINLIN RUTHERFURD ARCHITECTS, PLLC www.klnllnrutherfurd.com COLLAR TIE FRAMING PLAN FULL SCALE S-131 PROJECT: 95 01 Roo~ FRAMING PLAN PERMITSET 02.06,08 FIDCO SUBMISSION 02,06.08 MEETING OI.3'f.OS MEETING 01.21.08 SCHEMATIC DESIGN 10,06.07 SCHEMATIC DESIGN 09.~.9.07 VALUE ENGINEERING SCHEMATIC DESIGN 08,09.07 PRELrMINARY PERMIT SET 07,25,07 SCHEMATIC DESIGN 05.31.07 SCHEMATIC DESIGN 05.16.07 SCHEMATIC DESIGN 04.25.07 REVI~40N ISSUE DATE BRITr HOUSE KINLIN RUTHERFURD ARCHITECTS, PLLC www.kinllnrutherfurd,com ROOF FRAMING PLAN FULL SCALE S-132 PROJECT: 95