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HomeMy WebLinkAbout25341-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-27933 Date: 09/11/01 THIS CERTIFIES that the building NEW DWELLING Location of Property: PVT RD OFF E END RD FISHERS ISLAND (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 10 Block 6 Lot 12.4 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 24, 1998 pursuant to which Building Permit No. 25341-Z dated NOVEMBER 19, 1998 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 AS APPLIED FOR. The certificate is issued to MARGARET E BRYAN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-98-0130 07/23/01 ELECTRICAL CERTIFICATE NO. N 530997 07/24/00 PLUMBERS CERTIFICATION DATED 03/02/00 TOM RABINO 4 or zed gnature Rev. 1/81 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. 25341 Z Date NOVEMBER 19, 1998 Permission is hereby granted to: MARGARET E BRYAN PO BOX 1025 NEW CANAAN,CT 06840 for CONSTRUCTION OF A SINGLE FAMILY DWELLING AS APPLIED FOR. at premises located at PVT RD OFF E END RD FISHERS ISLAND County Tax Map No. 473889 Section 010 Block 0006 Lot No. 012 .004 pursuant to application dated SEPTEMBER 24 1998 and approved by the Building Inspector. Fee $ 245 . 00 Buildingirnspectof ORIGINAL Rev. 2/19/98 Form No. 6 TOWN OF SOUTHOLD, BUILDING DEPARTMENT � TOWN HALL ^j l' r"1 r(S 7 � n 1 765-1802 nn� APPLICATION FOR CERTIFICATE OF OCCUPANCY I A. This application must be filled in by typewriter OR ink and submKtted to the build"ng inspector with the following: for new building or new use: _✓ 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. ✓2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form) . 1/3. Approval of electrical installation from Board of Fire Underwriters. V,'4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. NJ4 5. Commercial building, industrial building, multiple residences and similar buildin,- and installations, a certificate of Code Compliance from architect or engineer responsible for the building. /V/14 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings an( "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. 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 - .2 . 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.000,, Commercial $15.00 Date J v4y . .?R,. 2i7P (.. . .. . . .. ... . . . . . New Construction. ... . . .. Old Or Pexis n&Building L . . . . . . . . _. Location of Property. .�� EL�/4Ef�GNah� .I Ci2:s...ttL :�!�l . . . . .c . .. . . .. . . . . . . House No. -��+ Street Hamlet Onwer or Owners of Property.:Y!A.�-r� . . : . ::'?��a�. . . . . . . . . . . . .. . . . .. .. .. . .. . .. . . County Tax Map No 1000, Section. . . . . . . . .. . . . .Block. . . . . . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . oI 13f95 io• - 6 - (2• I Subdivision. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map.. . . . . . . . . . .Lot. . . . . . . . .. . . . . . . . . . . u Permit No�.-~.-3 !.' . . . . . . .Date Of Permit. g . . . . . .Applicant���.�;4:�ZF T. 1 / Health Dept. Approval. . !. . . . . . . . .. . . . . .. ... . . . .Underwriters Approval. . . . . . . . . . . . . . . . . . . . . . Planning Board Approval. .�44. . .. . . ..... . . . . . Request for: Temporary Certificate. . . . . . . . . . . Final Certicate.. . . . . .. . . . Fee Su tted: $. . . . . . . . . . .. . . . . . . . �� a_)9Y3 7071� THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE ' 1000913 BUREAU Of ILDCTRICITY F 40 RULTON DTRRRT, NSW YORK, NY 10008 Date JULY 24,2000 Application No. on Jlle 10219400/00 N 530997 THIS CERTIFIES THAT only du eke& al equipment as described below and introduced by the applicant named on the above application number is in the premises of BARRY BRYAN, ISABELLA ROAD, FISHERS ISLAND, NY in the following location; [] Basement ® lot Ft. ❑ 2nd Fl. OUT Section Block Lot was examined on JULY 18,2000 and found to be in compliance with the National Electrical Code.. FIXTUR1 NCIFTACLII $WITCNIBFIXT coexists DICK1 D W RR8 NA T ANN OUTLET$ rWOMKINT omit AMT. LW. AMT. K.W. AMT. K.W. AMT. K.W. AMT. N.P. 33 30 21 21 12 DRYIR$ FURNACE MOTOR$ FUTURI AFFLIANCI FIRDIRI PICK 11G'R. TIMI CLOCK$ BILL UNIT NIATIR/ MULTI.OUTTLIT DIMMIRB AMT, kw. OIL N.P. eM 1 N.P. AMT. NO. A.W.e. AMT. AMP, AML: AMM. TRAN$, AMT, Nd+, Nro HIT AML WATTI 1 F 2 20 $IRVICI DIBCONNICT NO.OF $ 1 R V I C I MI AMT. A . TYN 4 M► kul'. 1•w 1 s IW s o 3W &#4w NO.Or Ni•LIe NO,OF NIUTIALIWILL 1 200 CB 1 X 1 2/0 1 2/0 OTNIR AMARATUI: G.F.C.I:-15 WALL ROBERT E. LIC.#2455 E L ALPINE AVE FISHERS ISLAND, NY, 06390-0595 GENERAL M NAGER 11 Per This certificate must not be altered In any manner;return to the office of the Board It Incorrect. Inspector may by IdentlN•d by their credenfiall. TEL. 765-1802 o�VFF UI Kip TOWN OF SOUTHOLD L OFFICE OF BUILDING INSPECTOR z P.O. BOX 728 TOWN HALL SOUTHOLD,N.Y. 11971 1 C E R T I F I C A T I O N Date Building Permit No. 5�� Owner (please print) Plumber (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. m (plumber ' s signature) Sworn to before me this 2 day of /ew&l /,/' Notary Public Notary Public, 4/,���.- County THOMAA f,58HEIR Y,)R- Notary Pubile State of New York No,4906559 ®uai;tieo in Sutiofk Co�ur ty Term Expires 12/31 .+ FROM : JmO CONSULTING PHONE NO. : 653 0607 Jul. 03 1998 12:57PM P01 Q.M.O. Environmental Consulting Services To whom it may conoern : Please be advised that we have authorized the firm of J.M.O. Environmental Consulting Servi.ces to act as our anent on our behalf in applying for certain approvals through Your agency and others involved with this proieet.. J .M.o. Consulting Services have been retained to coordinate all approvals necessary through your and other involved agencies, as well as our architect, engineer and contractors, we request that all communioatiorim, correspondence, notices, approvals and calls be addressed directly to t1je offices of J .H.O. Consulting Services. Signa re 7�_ Dated Phone (516) 653-0607 + fax (516) 6.53-3318 121 JOSSUp nvc • 2nd floor • PO. Box 447 Quogue, New York 11959--0447 New York State Department of Environmental Conservation Division of Environmental Permits Rm 219, Building 40-SUNY Stony Brook, New York 11790-2356 Telephone (516) 444-0365 Facsimile (516) 444-0360 John P. Cahill Commissioner LETTER OF NON-JURISDICTION August 12, 1998 Margaret Bryan 543 Cascade Road PO Box 1025 New Canaan, CT 06840 Re: Bryan Property Block 43 SCTM# 1000-010-006-12.4 Fishers Island, NY DEC# 1-4738-02021/00001 Dear Ms. Bryan; Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The property landward of the topographic crest of the dune in excess of 10' elevation, as shown on the survey prepared by Chandler, Palmer and King Surveying dated March 30, 1998, is beyond the jurisdiction of Article 25 (Tidal Wetlands) . Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act . Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any sar s or approvals from other agencies. $neceWs ul yours, laAdministrator cc: JMO Consulting Albert J.Krupski,President �Q$VFF��/�'CO Town Hall James King,Vice-President 53095 Main Road Henry Smith �� P.O.Box 1179 o Southold,New York 11971 Artie Foster o Z Ken Poliwoda Oy� Telephone(516) 765-1892 Fax(516)765-1823 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 27, 1998 Glenn E. Just J.M.O. Consulting P.O. Box 447 Quogue, NY 11959 RE: MARGARET E. BRYAN SCTM #10-6-12 .4 Dear Mr.. Juat,. - The Southold Town Board of Trustees reviewed the survey dated and received in our office on August 5, 1998 and determined that your proposal to construct a single family dwelling, sanitary system, driveway & regrading of building envelope, to be out of the Trustee Wetland jurisdiction under Chapter 97 of the Town Code. However, any activity within 75' of the Wetland line requires a permit from this office. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Albert J. Krupski, Jr. President, Board of Trustees AJK/djh cc. Bldg. Dept. BUILDING PERMIT REVIEW CHECKLIST Application Name: MAP*4PIWtY>�, R1 - -• � ��1q1 /� Architect/Engineer: M P P K OGMTO% `F 11f ?41? (,.j iQ U F OfiN 1 p& SCTM#: District: 1.000 Section: 1 D Block: (o Lot: V•4 Subdivision Name: �•� Q Reqd. '^/n A� Regd.. Zoning District: Za [Lot size: W�A/W Actual: ] [Lot coverage 109 Actual: 1 air [Front Yazd 0 Actual: 1 [Side Yazd Actual: ] [Rear Y Actual: ;�.0 � 7� Project Description: NEW S I N&L6 F-41 I u QW-e-(1w AGENCY PERMITS Permit REQUIRED FOR REVIEW N.A. NO YES Number Suffolk County Health Dept. X I830 New York State D. E. C. ov NON - JOiLtSOlICTIOr., Town Trustees DwaLi n-o Ou-r OT Vkuwce, Jo R iso icV+oN Town Zoning Board approval: _ Town Planning Board approval: Flood Plane Elevation ??? Flood Zone: Notes: SUAV#I O9- ' c, Cef-l'IU FouunAro&,j +0 Be 16e Fgc*i The 0% �J�yfF PND GOI -YWW Totm S5o V. $so &V. X. t 2 • 11/17/98 17:06 $212 909 6836 DEBEVOISE NY Q001 DEBEVOISE & PLIMPTON FOR ASSISTANCE OR CONFIRMATION (212)`909-6407 875 THIRD AVENUE TELECOPY NUMBER NEW YORK, NY 10022 (212) 909-6836 98. (212) 909-6000 hf� 7 P� 5 ©l TELECOPY TRANSMISSION TO: Town of Southold, Building Dept. DATE: November 17, 1998 ATTENTION OF: Mike FROM: Barry R. Bryan TEL #: 212-909-6508 TELECOPY NO.: (516) 765-1823 TOTAL NUMBER OF PAGES INCLUDING THIS PAGE: Z TELEPHONE NO.: (516) 765-1802 B[X an_Proiect. Fishers Island Pursuant to our telephone conversation a moment ago, I am attaching a copy of the limited permit issued to our architect, Mark Denton, by the State Board of Architecture. The original of this certificate was filed in late 1996 or early 1997 with the plans for Phase I of the project, the residence on the lot in my name adjacent to the lot in Mrs. Bryan's name, on which Phase II of the project is to be built. I hope that this will satisfy your requirements, so that the new permit can be issued promptly, but if you have any further questions please call me at (212) 909-6508. Many thanks, Barry R. bryan Attachment THIS MESSAGE IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS PRIVILEGED, CONFIDENTIAL AND EXEMPT FROM DISCLOSURE. If the reader of this message Is not the intended maiplent or an employee or agent responsible for defive" the message to the intended recipient,you we hereby nodfled that any dissemination,distribution, or eopyup of this oommuruation is strictly prohibited. If you have»aeNed this communication In error, please notify us immediately by telephone and return the original message m us by mail. Thank you. 20672ts3.o7 11/17/98 17:06 '8`212 909 6836 DEBEVOISE NY IM002 1■s�s�aR �fmti�fCCAWWo THE STATE EDUCATION DEPARTMENT/TtiF UNIVERSITY OF THE STAX OF NEW YORK/ALBANY. N.Y. 12230 GFRCE OF IM 3Wt s0AW MR AWM11WWP4 February 24, 1997 This is to Certify That Mack Denton having applied for a limited pern»t to practice arrchiteeture in the state of New YO& and having submitted satisfactory evidence of established and mognize d professional standing in the State of Californiaand the State Board for Architecture having recommended the issuance of Stich limited permit; Therefore,is accordance.with the provisions of Section 7305 of the Education Law,the said Mark Denton is hereby gnme:d this limited petmit to practice atchiteeture in this state but only in co=ection.with a specific project,-viz.. are hitwtural services required For the desilm r f a single- family rusidence:, of approximately 4,000 square feet, on lot 3, Block 42 of Fishers Island,New York for Mr. & Mrs. Barry Bryan, of Now Canaan, CT.. and is authorized to file plans, specifications,and reports under his State of California gcah and as provided in Section 7305 of the Education Law. A copy of this permit shall accompany all documents Med with building officials or others in conjunction with thio project. William Martin Executive secretary State Board for Architecture 09/04/2001 16:27 631-7885519 ROBERT E WALL PAGE 01 WILDING DlWr. 1 SPECTION [ ] F'OUNTION JST [ ] ItOUQH rued. ] FOUN TION 2ND [ ] INSULATION [ FKAMI a [ NAL. RDIAIt�cs: . --AAv -& r DATA O INon P4 � GG BOARD OF HEALTH . .. . . . . . . . . . . . . FORM NO. 1 3 SETS OF PLANS . . . . . . . . . . ... . . TOWN OF SOUTIIOLD SURVEY .... . . . . . . . . . . . . . . .. .. . . BUILDING DEI'AWIMNT CHECK .. . .. . .. . . . . . . . . . . . . . . . . . TOWN HALL SEPTIC PORH . . . . . . . . . . . . . . . . . . . SOI11'11OLD, N.Y. 1197 TEL: 765-1802 NOTIFY: CALL . . HAI 19. _ i T. 19.x•U Pennit No. © .r.... ........1'......... .!::......... .. . Disappruvecl a/c ........... .. Q..................... ... ....................................... RR .............. ..... ..... �Q Cil D L5 ; (Wilding Insliector) d Vbtl3� I �� �� ' !iI APPLICATION FOR BUILDING I'll:»!:T IL_J Date. . . . . ..9 /14 . . . . . . . 1998 . I BLDG. DEPT. INSTRUCTIONS T WN F T s. 'Ibis application must be canpletely filled in by typewriter or in ink and suWltted to the Wilding inspector wi 3 sets of plans,. accurate plot plan to scale. Fee according to sc!"le. b. Plot plan slowing location of lot and of buildings on premises, relationship to adjoining premises or lxgrlic streets or areas, and giving a detailed description of layout of property moat be drawn an the diagram:alids is part of Cilia application. c. 'Ate work covered by this application may not be cmaenced before issuance of Building Permit. d. Upon approval of this application, the Wilding Inspector wilt issue a Building Permit to the applicant. Such permit shall be,kept on the prenises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Wilding Inspector. Ar' XrICN IS IEWJW MADE to the Building Department for tine issuance of a )!wilding Permit pursuant to the lsudlding Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Taws, Ordinances or Regulations; for the construction of buildings, additions or alterations, or for:removsl or damfllition, as herein described. The applicant agrees to comply with all applicable laws, ordinsfices, building code, housing code, and regulations,,acd to admit authorized inspectors on premises and in building for necessary inspections. ...................................I....I............ (Sigi.ature of applicant, or nom, if a corporation) P . O . Box 447 , Quogue , N.Y. 11959-0447 . ..... ............................................. (Hailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plu tser or builde ...................Glenn. ..E . ,has.t/J.J.M.O. Consultin. . . g.. .as a.gent. ........................... . ..... ........ .. ............ .. .. .... .. .. . .. Name of owner of promises ,,, Margaret E. Bryan , (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. ......................................................... (Name and title of corporate officer) Wiilders License No. ......................... P1uTbers License No. ......................... Electricians License No. ..................... \ Other Trade's License No. .................... 1. location of land on wilidi propoawl work will h- dcx-.--.....Pr.iv.at.e..ro.ad..of f. East„End„RgAd,,..�iibpr s an ..Private road off East End..Road;. Fishers. Isla.. .... .. ... ... House Nunher Street lWat County Tax Map No. 1000 Section ...10.......... Block ..6............. Tat ...12 . 4 ....... Subdivision ...................................... Filed Hap No. .........%..... lot ............... (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ....v a e a n t........................ ................................ . b. Intended use and occupancy sinle f.$ amilY doe] H .............. O.oN 3. Kuure of work (dick aliidt applicable): New Building Addition Itelwir ........ Removal "'� Alteration , .... ............. ikrrol{tion ........... ......... .• Other work ..... 4. Latinnted Costt QQ °i -77 CC �j.� ... .. Fee ... ......� b� (Nacription ) ........ 5• If ckrelIIng, nutiber of dwelll smite Lo be paid Oil filing this application) n!1 Q�.Fr... Mnl�er of. (knelling units on each floor If garage, rxnlrer of care ............... ......... N .�.......... .............. 6, If. Ixrairreas, em ercial or mlxed•ocnry)ancy, apecIfy nature and extent of each 1, type of use.....,N�� limena{aia of existing structures ..•••• I f any: Lrrdxut IIeiDDIrC .......................... Mnlxr N{� _ `....... Rear ............... ikp[h ................. of Stor a Dimensions of i i' • • sane atntrture with alterations or 'acklil•ions: Front ........ Depth ................ ....... Re ... .... height Mnber Rear S. Dinmafaua of entire new •• Q c of 3tor[es ...... IkirC ... q.'.O.c .conetructlon: Front "Q....., Rear 30„� Depth •••.. Mauer of Stories 9, Size of lot,: Front ` .....Z 2 IU. lace of Htrdreae ....... .......... Rear ....... (P.`/,...... Depth f 2.y 2 cz. ,,zI- .��1 b,�? ........... ... f• ...... Name of Ironer O.n,e[ II. Zona or use district in wh{d% premises are situated ....... ............. 12. Ikea proposed c(xtstruction violate any zoning law, ordinance or regulation:........ ....................... no 13. Will lot Ile yes -minor "••........••....• N' regraded '••••••••••••"0'". Will excess fill be removed from Margaret E premises: yL+S 14. Hallett of owner of premises .................;, Bryan P 0. BoxIO25 , New Cana Ackireae rja t 788-7166 Mark DentonT'� 'acliall” """ 0 •••• Name of Acrltitect ............. t° I� •r•••••••.... Address .eW„ on on: C 20 '•"' , Phone to60-44.4.-.7.47-1 Name of Contracto Jill Broom ..................... .j: -9 ' 162 Ferry Address ...........,Yd Hadlyme 60-526-983E R.:.. ....,......11one 11� .......... 15. is this property within 300 feet,of a tidal wetland? * CT 06439 *IC YFS, S(1 MXW '1gif1TT- 5 1?Lr[Attf�Y RLr RLYXJI[tl�. t� Letter of Nori-JurifCsdiction Enclosed PLOT DIAGRAM - locate clearly and distinctly all bu{id{nlss, whether existing or proposed, and Indicate all aet-back dimer.,Aons fran property linea. Give street and block m rber or description according to (deed, and allow street nares aril indicaterArether Interior or corner lot. • �KY . tS h WAT �.o �$s . T ZS Ittfcrrr '� .� too' BurFf 3Err�� fltorwo P rpEnl(� `'' x -- W SErtTON DIU ,Lock, 06G 1 L.dTT 12.. 4 UNE Of OLVFf �4? -56C &.60 }?� 5URVtY dd jA r,' 61►t WLh'4 smw Ur N:W Y(MOC, k` OV QXlNIY UP [' ...... ...........................Ixit' duly Y sauna, delxrses scud says lhnt he is lite appl.icaml (N.me of irxlivi(hual signing Contract) atxrve ruined, Ile is Lite ....... .. ( rCracCor, •'•it••corporeCe oriicec etc.) of said (nnrer or canners, nr4 In duly authorized to per.fonn or Iume perfarmetl lite said work mxJ Lo make and file this MT]Icntioar; tint all Statements contained In this application are tnR to the [rest of his krxuwledge aril lx;lief; mxl that die work will be perfonred in the manner set forth In lite nppl.icnticm filed thereaitli. -kaorti to before we tills S q .- ......(Iny of !!G. . .. . ...19..4 Notary Prrbl{ . ........ ......... . .. . A (Siitr dere of Appl. c STOMI .—I O r— F a w V w w a � o m r Y U moo J O} J In W OZ � _ 0 m ry F � O =a W C8M Q 0 1 N wW Y W > = U W 2 U U ar LLL ❑ N eo-tn a-� R0J29j " LOCKING CASTING _—__________ -- '10• K' 1 N/F TO GRADE PROPOSED GRADE w14 4 _ _ _- BARRY R. BRYAN _ z / / (SIINGLCE FAMILY RESIDENCE D�CE LEVELING EvcEs -__- o MUNICIPAL WATER & _ µe �r v4' MAX. _ _ --- _ -- _ -_ n • smuxlrs ON SITE SEPTIC) // MIN. 4' S. - _ _-_--_ ___ _ _ O� •y : INLET ',1 `!i.. .1w-10 Inrz 2" MIN. ABOVE •, _ - _-_ _ O PROPOSED OUTLET INVERT i / n\1p WATER $E VICES _-_- -_- '4<:.',:•••tr•n:. ;t . 4I_e Lm1 BAFFLE REQUIRED IF INLET2?PIER FOOT EXCEEDSCH 4112 Imz 41ID LOT YNE•WM [} 4 HOOLE ,� N "/y I TYPICAL DISTRIBUTION BOX / / / ✓ / PROPOSDRYW /�\1 z. A� OE// 28 9J'• W / NOT TO SCALE µr • • PVT Q �� Q-. w+e \ '9' I BENCH MARK / PjOP GAL / TOP OF SPIKE y i• / / 1'600 GJAApL// ,p ELEV.=44.82 / /SE,PACr TAN / Li'6 y� \ P�� � � / / � � / / / / / �� \'I� � � ' ;l LOCATION MAP 2 : / / / / F• \ I / 400 200 0 400 ��• / / / / / / / / / sD' / / / / / / / \s \ \ 'I' \ \ \ GRAPHIC SCALE IN FEET NOTES• BLD // o/ / 1. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC SURVEY TRIANGULATION STATION "NIN". a/ 2. SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, V o /24" TWI 5' / / / / ~/ DISTRICT 1000, SECTION 010, BLOCK 006, LOT 12.4. MON. CHERRY / / C�iERRY / / / / / / \ \ / / �a9 / 3. SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON S= 2398.68 "Ap2 .y0 SITE SEWAGE DISPOSAL SYSTEM IN COMPLIANCE WITH THE / / / / 1 W= 17e5.24 _ / / / / /• / \ o�\ot, REQUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. bOl' PytA a,�P / \ ,/ h h� 4. SITE IS IN R-120 ZONE. 5. TOTAL AREA: 2.26± ACRES. oo• \ / 2 6. OWNER: MARGARET E. BRYAN i543 CASCADE ROAD P.O. BOX 1025 NEW CANAAN. CT 06840 7. BASE FOR LEVELS: NGVD 1929 \ / LEGEND: aMl!lOfXCOIMlYDYARIIffiMfGRIRAL01flRYICB� \ I I I I IIS \ / / F.F. FIRST FLOOR ELEV. ELEVATION MWRlORA@i0VAb0l011BUZ any IOTA / N/F NOW OR FORMERLY �ac><ss�wux�oawr � \ I I I I 1 � Uig � �,' /,• DAn - 0- wa - 0 '� \ 1 1 1 I / 'S. A"Rom F. SQUARE FEET / — 40 — — EXISTING CONTOURS IGRMA7W W a... 1uooMt ��So:F \ �I — \ ��J� clAMofH s����'� �0 BUILDINGDSETBACK OUR NE CgtQ7SlROYIARtPIMJ�IDA7i01AllKOVAL '$ \ \ \ �� /off / o r?• 1 \ \ \ \ =\ /0 AG TEST HOLE -- - - _ _ ,., ___- , ,,.µ „ •, \ \ \ �j o �' ” 41.0 INVERT ELEVATION ti KNOCKOUT INLET \AND \ I 3P OUTLET OPENINGSTEST HOLE DATA RIBS INSIDE N/F \ os�. ELIOT H. PORTER II I 2 WITNESSED BY. RICHARD H. STROLISE P.E., L.S. b BLOCK 43 -- LOT #2 \ _ + - + (SINGLE FAMILY RESIDENCEI o+' 0"-12" TOPSOIL MUNICIPAL WATER & 24- 12"-32" SANDY SUBSOIL ON SITE SEPTIC) 'k, 32"-17' COARSE SAND W/ BLDRS. SITE PLAN — / 1 v ry^yry: PREPARED FOR CAST MON. ,y0 CONCRETE COVERS PLAN f;acKuwl WOOD i Tv rQ d e WALK EXISTING WOOD 4 x 4 12.6/12.6 GA WIRE MESH DECK /% MARGARET 171/Y" 6 x 6 6/6 GA. WIRE MESH4" INLET S' VENT e" UTLET / 20 10 0 20 24" 1n OaNlIN0006QUID LHOT I ' cul T 6" a GRAPHIC SCALE IN FEET BLOCK #43 I '0, ASPNALTSEAL �L• pye)N � >< ' n DEED FISHERS ISLAND, NEW YORK 4' SpiEDUIE /ea 1/r PNL j1 0 o v v e o LINE INIET 9AFFlE ec oA• a v o 0 0 0 ` 4 DIA. KNOCKOUTS nrnecme e o v v v e REVISIONS CHANDLER, PALMER de KING 4. V-8' �3. " •` DATE DESCRIPTION =�_ — CROSS SECTION u v v o 3 e 8QD 06 23/98 ADD. & REV. Architecture, Engineering and Surveying 4"--{rl"o 0 8-0' D A o o e� '1?eoo /� 1 am familiar with the standards for approval and 06/29/98 UTILITIES ADDED 1144 enoAower Nanrwa, m aexo •eo-ew-avT rAr eeo-eee-Tem f / construction of subsurface sewage disposal systems 06/30/98 COASTAL EROSION HAZARD 1000 GALLON for single family residence and will abide by the 2 COMPARTMENT CESSPOOL conditions set forth therein and on the permit to 07/22/98 ADDITIONS LINE SEPTIC TANK CROSS SECTION / construct. NOT TO SCALE NOT TO SCALP DATE: MARCH 30, 1998 PROPOSED RESIDENCE __ Suliul't i.;Z APPLICANT SCALE: 1" = 20' -ounty SHEET 1 OF I SEP 0 j ,;', „n ( r NF BARRY R BRYAN B/ - - - - - - BLOCK - --_BLOCK 42 -- LOT #3 (SINGLE FAMILY RESIDENCE - -- - -_- OTI / ..wIT�� ---- -_ / 'i MUNICIPAL ICSITE & SEPTIC) ONe o / ELECTRIC IV, BOX -� EXISTING /_ _ - F ,dT , / WATERS. LOC. DRYWELLS WATER SERVICE _ JIT >7`V1000 GAL. ..D. \ �� 2 COMP. N BOX SEPTIC TANK VY ✓ � �% 784.19. W �.-T-- � � � • � Io-e.S 41-1 \ p \ \ y APPROX. Pte\ U'GND. UTILITIES \ / STOCKADE FENCE LOCATION MAP PROPANE abb_ 20G oabb ,E \6L, TANK i STEP G CPAPNIC SCALE 11 `CET \ / Y o WOOL) p ) 36• \ � BIN NOTE MON. q� .5. I , COORDINATE DISTANCES ARE MEASURED FROM US COAST AND GEODFTIC SURVEY TRIANI;ULATION STATIUN "NIN” do/ 2 SITE IS IN THE TUWN OF SOUTHOLD, COUNT( OF SUFFOLK, / DISTRICT 1000, SECTION 010, BLOCK OOG, LOT 12.4 MON. / / 3 SITE IS SERVICED B ( MUNICIPAL WATER 4ND ON SITE i / SEWAGE DISPOSAL SYSTEM Ili COMPLIANT-E WITH THE S= 239808 i / REOUIREMENIS OF THE SUFFOLK COONTi DEPARTMEbIT W= 178524 i / � / W OF HEALTH i' a SITE Is IT R -1z0 nFNE m TeITAL AREA � 26t AI�Re, e ,WNER MAR(:ARFT L BRrAN / 543 -A5,-ADE ROAD , IILW ?AtGall, CT U,T$-Iu R� / / / / / / / S / SD<1 5 *?. /m c"10Cl $ C13o /& /�� /Q / o i N/F ELIOT H. PORTER 11 BLOCK 43 -- LOT #2 (SINGLE FAMILY RESIDENCE MUNICIPAL WATER & ON SITE SEPTIC) FINAL LOCATION PLAN PREPARED FOR I �";yeti MON. � 2 MARGARET E. BRYAN 20 10 0 20 LE 1N FUT-mm" BLOCK #43 /-DEED UNE FISHERS ISLAND, NEW YORK •C Yo ® REVISIONS AW CHANDLER, PALMER 64 KING v //oma°P,� gOG GATE DESCRIPTIufJ r� C— = = 110' W cline. En9:ne el anj S,,,.,6��e0 (� pp\ �����ldl•Y 110 NUMWAY XpIM1�1, CT TO Ce100 EW-1LF33i7 FAM ECo-GEO-7801 I 07 7 DATE: MARCH 30, 2001 SI,ALE 1" - 21) BRrAN ,BLK43_A5BUILT DWI,AJJIA SHEET 1 OF I sl4� Door Schedule - If copper tubing IS used far water distributing # Location Type Size '', Swing Remarks system;piping shall be 4'-5 1/2" R.O" Custom (H,P. Broom); swings outward; of types K or L only 1 Cellar: Exterior Exterior x 6'-8" Right Solid core w/cedar siding both faces y 45 ,/2 R° f3ryan Lot 2 Residence <D)2 Cellar. Exterior Screen x V-8" Left Custom (H.P. Broom); swings inward PROVIDE ANTI-SCALD AND/O °, -----°-'------- _--- -- �-- ----- - THERMAL SHOCK PREVENTIN �o Cellar Solid core 2'-6"x 6-8" Left Stock single door DEVICES AS TO PART 902.6K N.Y. STATE RUILDINGCODE. ( �:Ishers Island New York D4 Cellar: Stair Solid core 3-0 x 6-8 Left Stock single door PLUMBING 7'-01/2" R.O' Custom(H.P. Broom); swings outward; ALI-PLUMBING WASTE li D5 Bedroom/Studio Exterior x T-0" ! Double Solid core w/cedar siding both faces A WATER I-INES NEED TESTING ACr O".] . _F,ING 7'-0 1/2" R.O' PROVIDE SMOKE•DETECTIN D6 Bedroom/Studio Screen x 7'4" Double Custom(H.P. Broom); swings inward ALARM DEVICES - - /poo AS 20 PART.721.1 Y•.i �DBath Solid core 2' 4"x6' 8" Right Stock single door a 'rlS lf NY.SRDaolnGCODE. _ W7Fr Architect 0R , 28 Fifth Street, Suite B \D8� Living/Dining Sliding Track 3' 0" x6'-g^ N/A Custom(H.P. Broom) ,., anta Monica, California 90405 Note:These dims. given as R.O.to align w/windows above; other dims.are size of door, not R.O. 310/399-7212 ����` , r•�45AY4�!�. WIDE OPENINGS FOR H.P. Broom - Housewri ht, General Contractor EIRERGENCY ESCAPE ASAEQUIREID BY PART.714 Of 162 g Window Schedule N.T.STATERUILD NHa G CODE. Ferry Road dlyme, Connecticut 06439 # Location R.O. Marvin # iSwing:Head @i If Location R.O. Marvin # ;SwingiHead ®; 860/526-9836 �1"C> Cellar 2'-5" x 3'-11 5/8" CCM2848 Right 6'-0" 22A Main Stair 2'-5"x 2'-7 5/8" CCM2832 Left 5'-9 3/4" .. -. . g UNDERWRITERS CERTIFICATE REQUIRED ZC Cellar 2'-5" x 3'-11 5/8" CCM2848 j Left 6'-0" . 23A Main Stair 2'-5' x 2'-7 5/8" CCM2832 Right 5'-9 3/4"! 3C Cellar 2'-5'x 3'-11 5/8" CCM2848 Right 6'-0" 24A Living/Dining 2'-5' x 2'-7 5/8" CCM2832 Left 5'-9 3/4 Living/Dining 9 Site: (4C> Cellar 2'-5" x T-11 5/8" CCM2848 Left 6'-0" 25A Livin /Dinin 2'-5' x 2'-7 5/8" CCM2832 . Right 5'-9 3/4" District 1000, Section 010, ISI Block"SA Cellar 2'-5" x 2'-7 5/8" CCM2832 Left 6 8 26A Living/Dining 2'-5"x 2'-7 5/8" CCM2832 i Left 5'-9 3/4 Fishers Lot 12.4 Island w B g g Town of Southold "eo. 6B Cellar Stair '' 2-5 x 3'-3 5/8" CCM2840 Right �'' fi 6 3/4"!, 27A Living/Dining2'-5 x 2'-7 5/8" CCM2832 Right 5'-9 3/4"1 County of Suffolk State of New York 1 7BW Cellar Stair 2'-5 x 3-3 5/8" CCM2840 Left 6 6 3/4 28A Living/Dining 2'-5" x 2'-7 5/8" CCM2832 Left 5'-9 3/4'j Owner: 8B Hall 2'-5"x 3'-35/8" CCM2840 Right 61-6 3/4 29A Living/Dining 2'-5" x 2'-7 5/8" CCM2832 Right ! 5'-9 3/4"! Margaret E. Bryan 9BW Bedroom/Studio' 2'-5" x 3'-3 5/8" CCM2840 Left 6 6 3/4 543 Cascade Road ! 30A� Living/Dining 2'-5" x 2'-7 5/8" CCM2832 Left 5'-9 3/4 New Canaan, Connecticut 06840 wi e �10B Bedroom/Studio 2'-5" x 3'-3 5/8" CCM2840 Right 6 6 3/4": 31A . Living/Dining 2'-5 x 2'-7 5/8" CCM2832 Right 5'-9 3/4'1Zoning: eow : R-120 s 11 B, Bedroom/Studio' 2'-5 xT-35/8" CCM2840 Left 6'-6 3/4"! 32A Living/Dining 2'-5 x2'-75/8" CCM2832 Left . 5'-93/4 SITE Area: 12B Bedroom/Studio 2'-5' x 3'-3 5/8' CCM2840 ! Right 6'-6 3/4 . 33A Living/Dining 2'-5 x 2'-7 5/8" CCM2832 Right 5'-9 3/4": 2.26 ACYBS CpP 13B Bedroom/Studio 2'-5' x 3'-3 5/8' CCM2840 Left 6'-6 3/4,1143 OX Living/Dining 2'-5' x 2'-7 5/8" CCM2832 Left 6-9 3/4" Utilities: w." w Site to be serviced by municipal water 14B Bedroom/Studio 2'-5" x 3'-3 5/8" CCM2840 Right V-6 3/411! 35� Living/Dining 2'-5 x 2'-7 5/8" CCM2832 Right 5'-9 3/4",[ and on-site sewage disposal system OCCUPANCY OR Bedroom/Studio: 2' S x 3'-3 5/8" CCM2840 Left 6 6 3"d. g USE IS UNLAWFUL 15B � 3/4 36A Lwln /Dining 2'-5 x 2-7 5/8" CCM2832 Left ', 5'-9 3/4'� - g�pAR0�7r WITHOUT CERTIFICATE 16B Bedroom/Studio', 2'-5 x 3'-3 5/8" CCM2840 Right 6 6 3/4 'i C37A> Living/Dining 2'-5' x 2'-7 5/8" CCM2832 Right 5'-9 3/4' ` Oeyt FC 17B Bedroom/Studio 2'-5' x3'-35/8" CCM2840 Left U-6 3/4"! �38A Main Stair 2-5' x2'-75/8" CCM2832 Left 5'-93/4 Location Map-, OF OCCUPANCY APPROVED AS NOTED * fk 01 55 BA N ea. NOTIFY BUILDING DEA E�q/T �OF CAUEO�\e Scale 400 2 �>36 Betlroom/Studio 2'-5 x 3'-3 5/8" CCM2840 Left 6-6 3/4 39A Main Stair 2'-5 x 2'-7 5/8" CCM2832 Right 5'-9 3/4": DAA- f RENEWAL - w— . . : ... - 9 FEE: ` BY: �/ Mlkl',K p6Tt4bN°0 0 APPLIF,O fDR AND oo Feet 91eeW RE.CfIV80 fxbM fNe "eo 19B Bedroom/Studio 2'-5"x 3'-3 5/8" CCM2840 Right ' 6'-6 3/4 40A Main Stair T-5 x 2'-7 5/8" CCM2832 Left 5'-9 3/4" �_ / FOLLOWING 02 S NS EC 4 F THE NY.Yg% SaXA''f10A 0fK• A LIMITED Vfikt4K 'i�0 �eow FOLLOWING INSPECnON3: n 20B Bedroom/Studio 2'-5 x 3'-3 5/8" CCM2840 Left 6 6 3/4 41 A Maln Stair 2'-5' x 2'-7 5/8" CCM2832 RI ht 5'-9 3/4 1 FOUNDATION - TWO REQUIRED , g 7 �A(1 (,� AQ�G T LtUft9 IN %WYbAk5TBTE " 2. FORPOURED- FR MINGIETE Construction documents 21A Main Stair 2'-5'x 2'-7 5/8" CCM2832 Left 6-9 3/4 42A Main Stair 2'-5' x 2'-7 5/8" CCM2832 Left 5'-9 3/4": 3. INSULATION I! PLUMBING Ili : L 4. FINAL - CONSTRUCTION MUST Building Permit Set -_ BE COMPLETE FOR C.O. ' ALL CONSTRUCTION SHALL MEET June 21 1998 Mfb: REQUIREMENTS OF THE N.Y. ' DO NOT PROCEED WITH Mfb: (n0 fRDtAf `(AAD STATE CONSTRUCTION a ENERGY f CODES. NOT RESPONSIBLE FOR FRAMING UNTIL SURVEY AND 100' S B'r SAC r_ FAcM DESIGN OR CONSTRUCTION ERRORS OF FOUNDATION LOCATION aLOPF MUSf (NE 1011JiAlt*D HAS BEEN APPROVED. CEATIPItD BY SURV6YDR, Proposed driv connects to a is ing driveway on djadent lot $6 Bryan Lot 2 � l l Residence Fishers Island, New York i.J /86 Mark Denton Architect QoQe / Pro Genewri ht General Contractor r / pe Y li // no ���rb 40 \C� Line of ex' g wooded area to remain and/or be ' / C repla ollowing construction - �� X42 C� J I ofI' /ne t -- 'i etbeck f=lett a � 'transform' er / Proposed dry v/611s Proposed j \ Proposed drivewa i `Land underground oil tank �V- r New path -,•� i, / oRosed septic ty'ank v Pro No / e%C Q te/In ergr��n A� \e' Weerti40 </ Pr ose residence 1,200 square f t (not including cellar) ` Chimney � \ / � r Line of existi wooded "ea to remain and/or be/ replanted Ilowing co tructio _ _ _ I� 5Eo ARCy" LIE � \\ r � -�� s6tback. w of 100'bldg 44 / FC. 6 OF e`t p / C R\i / a � \ Construction Documents 4� Building Permit Set 1 Site Plan Existing boulde \ 4 8 Scale: 1/8" = 1'-0" to remain � � `� "I � . �r 1. I � Al j 50' June 21 , 1998 1 52 ,2�4 � Bryan Lot 2 Residence Fishers Island, New York Mark Denton Architect H. P. Broom - Housewright General Contractor w Note: edge of curb 2-1/2" from edge of R.O. ea. side 20'-0" -0" .___20' 21-j1/4" 2'-5" 2'1 2' S.. 2'1 4'1 4'_81/4" NOTE: --- - -- -- -- Nailing for all exterior walls&shear wall ® stair 10'-93/q" 4'-101/2" w _ 4'-33/4° 51/2" - 51/2° 5/8"plywood diaphragm w/all edges blocked and -- -- nailed all sides every panel @ 2"o.c.w/1114 galy. 1 pnails(cellar); 04"o.c. 1st/2nd floor, Q 8" ox - -- - intermediate studs 'N �N meow a"w 3C 4C Q1 NOTE: N — — — — —' - Typical 10" rent.concrete wall reinforcing' - _ -- — — #4 ® 2' o.c.inner face horz. a G. a �-, a vn"e" I�\ N #4 footing dowels 2'-6"x 8" ace 1 d vert N F— 1 Q2 2 rs #5 continuous bottom face 12"footings \ co v ! I a E Eq.`. O v o u> SA in NOTE: Al _—"— -, - a N 2C _ --- - N Anchorage for all exlenor walls&shear wall ® stair A I T.O.W. +45'-0° I /1 —_/y-- \ 1/2"anchor bolts ® 14"long w/2"hook Q 4'-0"o.c.; 1 IN 2'1 or less from corners R _ N —_ o 7l 1 '�Drain o, Sleeve for oil line r/ �T.O.W. +48'-0" 1 � `D N c \ Dmin � = I w o i I T.O.W. +43'-6" Bottom of footingi N io Top of slab+42'-O" +38'-6" I o T.O.W. 45-0 ' " a _ Cellar io I F.S,�— � I,F.S. '' M (V Bottom of footing! ;o 0 m Bottom of footing ,Washtub_ +38 F.S. T.O.W. +49'-6" I o q - r- Septic line Bottom of footing Step=117/8" 1+40m,i m l— '�=�4" 5„ 3 5..91. 10„ o m Sleeve for septic line T.O.W. +50'-57—/8'—t I 0 N T.O.W. 5 0 - i2'-4„ 4 2 2 2 3'-0, - - .i - +50'-57%8"I I 1'-0"� r` Telephone panel h '— Mason `a / t Masonry, - �` ---- - — i I m III I �W H.I chimney T.O.W. I -- - �— —� = Electrical panel — +49,-6" � 4 _�{ 17�� 7„ 7„ � _7” �Furnace� _ o _ strip= - _�., - -- - r 03 L ' N- 71 " ) Sheapwall anchorage: a B 7" �7� -- — — 9+40 _ T.O.W. +50'`x\" �, w/2" hook 0 4'-0„ o.c.; ng ri rs� -1 n "e .UP�o o m gip ARCI i Bottom of footin +40'-8'- 1/2" anchor bolts ® 14" to B - ,. 0' 2'-0" or less from corners 0 0 t�1j 4 /2 _ / 3,-7.. 4,-g1/2„ 8,-51/2.. 3._7„,. p. * 1 6 51/2'1 _ 2 1 12 �” _ - 95 10._01. Shear wall: 2x4 studs ® 16" o.c. ,10,_0„ l 11'-2" 10'-01. " nos ng to wall m stair � OF CAI\E���\! 1 20,-p w/5/8" diaphragm w/all edges blocked and nailed ® --"---"------ -- , ---"- / 2" o.c. w/ 10d galy. nails (cellar); @ 4" o.c. 1sU2nd 20'4" #5 bars bottom of footing floor all sides every panel; 08" o.c. intermediate stud% --- - -- --" --- — _ -- Sleeve for electrical service (placed as in 12"footing -a Sleeve for water service at foundation walls. See A/A6) Construction Documents Building Permit Set Foundation Plan Cellar Plan 'Scale: 1/4" = 1'-0" Windows: pe i aR.O. Scale: 1/4" = r-0° Cellar Plan ation Plan A 2'-5" x 2'-75/8" Scale: 1/4" = 1'-0" B 2'-5" x 3,45/8" /� li C 2'-5" x 3'-115/8" e L June 21, 1998 Bryan Lot 2 Residence Fishers Island, New York Mark Denton Architect H. P. Broom - Housewright General Contractor 20'4- 20'-0" -51j2" 2'_11/4.. 2'-01 �. 2,-p1j2., , 2'_01/2.. 2._j1/4,. 2._11/ 1 1 1 1/4 2._5.. 2._5.. 2._5. 2._5.. 4" 2'-5" 2''0 /2. 2'-5 2'-0 /2.. 2'-5" 2'-0 /2.. 2._5.. 2'_1 " 51/2_ _ - J.-- r - .-51/2' N /51/2' f. --14B 15B 16B 17B pg `30A 31a= 32A Pi if N 'Z--'36"-high laminate counter, N N v o cabinets6O N N w/wood cabinets below ('j -high g be h with below--I a,w wma=w .n ;o Iro°„ Bookshelve to ceiling between windows ,e N 136 302X6 — 16B N a 26 33 N -A IF - N N _—._-___9•-61j2 __---- Y-611/2" •_61j2° N C^,' N w ,E--dough-sawn pine casing N 126 1n°=^ N rn over microlam ridge&conduit 34A N 19B N 7A =N D Bedroom/Studio --Nor N Living(!bining N Clg. ht. +9'-0" N N N i I w."a= Sloped ceiling Sloped ceiling 35 N�. 11"B 73-14" 3' 4.. 5'-8' 20B is I N 26 � ---DN DN N ,,-4—,Washtub in 36"-hlgtr _ O QN laminate counter N 9 w/ wood cabinets below and aboUe N Brick-faced (3 sides) iv 36A a 25A L masonD°'`\\, y 24A 31/2 - - -- Kit fl en f " so a 37. '2._$" 3_5 3'-0" ' 0„ (y'w,2tOLy$J - S3._5N1L/2_, 37A ;,"N Bath 6-111/2 Align wi h face of irichimney Brick-lac d (3 sides) mason chimney 3 9BO -111/2" RBf.QPdidN `N( vV I N N .n �6x 'c I. �N a=. .n N D6 x6 OI in iv 6Bw _ 21A --- a N 23A M 36A N DN � -B-------- =d. N M - - N 1 . -- _ w- - N -N DN 18 ises } '3/ "e . N ay�p ARCW; v 15 ris rs 1 /1 5 .' lE$LIE pFN101p� I �i 51/2 78w 6B" � � �. 22A11 51/2 - -- 42A 41aA 40A 3.a°w 2._j1/4" 2,_5.. 2�_p1j2° 2'-5 6-6 25 '2'-11/4 2._11/4. 2._5.. 2-01/2' 2'-5" 2' 01/ 21-01/2"1 2'-5" 2'_01/2.. 2._5.. 2� j1/4' 0 h5 fr p DATEAS 20'-0 Windows: 20'4" A 2,_5" % 2._75j8" B 2'-5w X 3._35/8„ C 2'-5" X 3•_115/8•• Construction Documents Building Permit Set First Floor Plan ' Second Floor Plan !Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" First Floor Plan Second Floor Plan Scale: 1/4" = 1'-0" A3 June 21, 1998 �S�ti� Bryan Lot 2 Residence Fishers Island, New York Mark Denton Architect H. P. Broom - Housewright General Contractor NOTE: Nailinglo, all Exterior walls&Shea,wall ® 1.1 Window.header: 5/8"plywood diaphragm w/all edges blocked and 3@2x6 w/2 layers 1/2" ply. nailed all sides every panel 0 2"o D.w/10d gaiv. 2x6 @ 16" o.c. sandwiched between nails(cellar); ®4"D.C. 1stl2nd floor; ® 8" o.c. 4-13 2X col. (typ except 2nd floor long walls) intermediate studs {— —r— —I— �3@2x6 col. --r 2x6 @ 16" o.c.d • 2nd floor only: 117/8' TJI/55 SP joist @ 8" o.c. for 32" O a • — . , _ �I @ 5'-6"from end wall, and 10'-0"further h 1 o x I I M u 7 Ratter connec ion @ ridge: d ` 117/8" TJI/55 SP joist @ 16" o. I I 1 high, 1 low ither ¢ ¢ a side Simpson 34 . r' > ? I E (7 -0 1 2x10 raft Ears @ 16" o.c. -12x 10 rafters 0 16" o.c, m M n' Pm o ED I a i s I L c E t w o l� m _ d 4x6 rough-sawn cedar _ `r = c s ' — • save rafters to align w/ E rn m x u? m s - < ZD- g m I o rn -a rn o a I save rakersto alt cedar rn __ - edges of windows below i o f I I a c a c a I / align w/ N I v .�`o 0 0 0 I 1 edges of windows below E N m x 11[' N I lal EE_ EE M - - ?@117/8" TJI/55 SP header { f'- I w/Simpson double TJI connectio�l I ¢ 0� I 0 Il! Im I0 177/6"TJI/55 P joist,0 16" o.c. I. 117/g" JI/55 SP I N �, 221 r erS, I � ; at 6" .c. I joist 16" o.c. ( K Edge of opening 2nd floor 1 I 6x6 post -- > /" �\ -� 6x6 post /� Edge of opening 1st floor I I 1 1I jI % 2x10 rafte @ 16" O.C. AR y �- -y Shear wall: 2x4 studs @ 16" o.c. 'Selo C �T / rte• 2x6 @ 16" o.c., w/5/8" diaphragm w/all edges blocked and nailed @ 2" o.c. w/ 10d gals. nails (cellar); @ 4" o.c. 1 st/2nd Window header: Window header: 10x16 duct opening tat&2nd floors floor all sides every panel; @8"o.c. intermediate studs 3@2x6 w/ 2 layers 1/2" ply. 2x6 @ 16"o.c. /c 56 3@2x6 w/2 layers 1/2" ply. 10x16 duct opening 1st floor only sandwiched between 1 e 3 6 9 sandwiched between I (typ. except 2nd floor long walls) J (typ. except 2nd floor long walls)- RENEWALDATE \p OF C AUEOR� Construction Documents First/Second Floor Roof Framing Building Permit Set Framing Scale: 1/4" Framing Scale: 1/4" = 1'-o" " Scale: 1/4g Plans A4 June 21 , 1998 <-- Brick-faced masonry chimney (typ.) Ridge vent (typ.) 12 2 Bryan Lot 2 - - 12 B _- Residence a Fishers Island, New York Pressure-treated red cedar shingles (typ.) s Mark Denton wmm re.ae wmaa mea. r mae. mue. m (. e\ _ - /�YCI11teCt 28 27 26 25A 24A 23A 42A> 41A 40A 39A a ❑ . L o H. P. Broom - Hctor fight General Contractor ! a I c rn p og - a n Stn r do d r e I'i __- 2nd floor+60'-10" ft r r dce s Ht I e is I hi -ark r d e a s i g p. — is hi -1 p e cdr si in ( .) 2A 13B 128 Y1B 10B 9BW fiBW 7BW 6BW © n m I o o Fi c N 1 at floor+50'-81/8" '- — - Windows: Type / R.O. I B 2'-5" x 3,_35/8 ; Northwest Elevation ' Southwest Elevation C 2'-5" x3'-115/8" womo w"an. I Scale: 1/4" = 1'-0" 2C 1G ( — --- --- Brick-faced masonry chimney (typ.) J _ -------_ ..__— -- ---- Ridge vent (typ.) 12 _- - - a 8 - - 12 cressure-treated red cedar shingles (typ.) _ _-.-_ '8 — ----'---- -- - , meow eow aow wma, cameo wmaa meo wm 30 L v d c_m vh d � I , I c m p 2nd floor � 5 NR u h�s 6 f(VE y 3 +so' 10" e cars 2ndfloor+60'-10" ra efs rv/ a cdr o it -- C I I I I rti a s ip I ed c d ;in p ) ; lrtiba s ip la r$d d r Icl tl (t p) -I 550 ARC/y7T LIE a o v a �OFCAV�F� istfloor 1st floor+50'-81/8" til jConstruction Documents Building Permit Set mea. 5A I' Elevations S3 D c Wneo a o Scale: 1/4" = 1'-0" z 4C 3C 3 2' m 0 o 0 7D +4 t w v O _ - Cella slab c 3 +4 A5 0" A 5 Cellar slab+4z'-O^ Southeast Elevation Northeast Elevation June 21 , 1998' Scale: 1/4" 1'-0" Scale: 1/4" = 1'-0" SCS`4% Ridge vent 2001-3/4"x14"microlam ridge Bryan Lot 2 _ 1 high, 1 low Simpson A34 clips,ea. side ea.joist Electrical condull—,, Residence _ 5/4^ rough-sawn pine casing� Fishers Island NYork -- __ 5/8"gyp. bd.ceiling \ New O _ - 200 rafters ® 16"o.c.--\ — _ 5/8" sheathing 3/8"cedar breather _ - PT red cedar shingles—�` zxe blocking � Mark Denton 4x6(act.) rough-sawn Architect cedar save rafters j — 5/8" cedar soffit j -- H. P. Broom - Housewright General Contractor O m _ =Kijen , DB /� 18 risers @ f6-3/4" - _ — -- -- - I A2 3/4"cedar fascia 2®1-3/4"x3-1/2"microlam j Detail at second floor . NOTE: header(continuous) / windows under eaves Nailing for all exterior walls&shear wall ® stair Simpson rafter-plate1,l Scale:3/4"= 5/8"plywood diaphragm w/all edges blocked and connection H2.5 ea. rafter nailed all sides every panel ® 2"o.c.w/10d galy �� Simpson plate-stud connection noes(cellar): d o.c 1st/2nd floor, ® e" o.c. LTS72 over microlam intermediate studs 2x6 framing _ 1/2" sheathing 13 } tUdlO DuPont Ty-vek membranes NOTE: _ 3/4"x8 vertical ship-lap cedar siding Anchorage for all exteror walls&shear wall ® stair: 1/2"anchor bolts ® 14"long w/2"hook ®4'-0"o.c.; -_- - - 2'-0"or less from corners 5/8"gyp. bd.walls 15 risers Col 18-15/] "� �f,-�,��r' \ -__- __ 5l4 x 3 rough-sawn pine baseboard 3/4"pine flooring(owner's stock) ✓ /�'�, r,/f-, r — 3/4"T&G Sturdi-Floor subfloor glued&screwed v3o "x e verticalship-lap cedar ding 3/4 5/8"sheathing(see nailing 1-1/4"xll-7/e"OSB rim board r 11 d/8"TJI/BP55 joists ® 16"o.c. ''v i'',? '•t _ 5/8" gyp. ceiling 2x6 framing 3®2x6 w/2-1/2"ply (sandwiched)header(fyP) 711 Al r -Detail at typical window , NOTE: Scale:3/4 _1'-0" Typical 10" reinf.concrete wall reinforcing: C Sections. A A" r �� f r-,` ! r \.� ,'" - i -%' -jij #4 ® 2'-0 o.c. inner face hertz. and vert. Scale- .1 -0 i // �f , ��\ �•• ,'..�'+'C11e 1/4 _ 1'-l) . ..,/ ? #4 rooting dowels z'-s"x 8l ® 2'-0"oc. 2 ® #5 continuous bottom face 12"footings —5/8"gyp.bd.walls ,-5/4 x 3 rough-sawn pine baseboard 3/4"maple plank flooring a � 3/4"x8 vertical ship-lap cedar siding 3/4"T&G"sturdy flooe'subfloor glued&screwed 5/8"sheathing(see nailing note) 4 3/4"x8 vertical ship-lap cedar siding 2x6 framing DuPont Ty-vek membrane Pressure-treated plate _ ar•�' '- '�"js o,y - '1/2"'sheathing 1/2" dia. anchor bolts ® 4'-0"o.c. (see note) - oor 11 g p -'S` A 3/4 x8 vertical ship-lap la coda o c g 1 1/4'X T-7/6" 5 joists b 1rd o.c. 3/4"T&G Stu'di-F4 ® 2 O'Po55 joists Os16r wall 7/8"TJI/SP55 joists ® i6" f 2x6 framing OSB rim board ewe- ' o c '�` 1-1/4 x 11-7/8"OSB rim board Pressure-treated l�". 11- 10" reinf concrete foundation/cella p- p r siding - — SDARC # . I. horiz&vert' -. a LFSLIE p F a' -5/8"sheathing(sea nailing note) 4��yyg� fNfo C� A 6 - 2xframing1' Pressure-treated plate 1/2"die.anchor bolts ® 4'-0"o.c. (sae note) * ' • ' 10" reinf.concrete foundation/cellar wall \ `. " 1/2"dia.anchor bolts ® 4'-0"o.c.(see note) 10" reinf.cone.found/cellar wall LI -cl 5 C Waterproof membrane and 2"insulation '•tx `'L a ,, w pt®... Oe obrane ho/dzls lotion 4t® d 0"o.c.2.F6.he zinsulation& . \ ll .membrane&2 vart. #4 fig. a #4 ® 2'-0' o.c. I.F. horiz&vert. � �4, rl2&Van, U>, e DATE L �' dowels i 6"x8' rete 1 D.c \ �- • — \ ' �1 "x 2 " reinf cone. f ® 2 0 o.c. 'f� 0R�\ ,t --B " '; f leo wets - x OF CAI #4112"x 24" reinf concrete footing ' � #4 Ng dowels 2-6 x8 ® 2-0 a.c. 12"x 24" Doling �E - 2 ® #5 - and breaker ',, 12"x 24" reinf. cont. footing2 cont. #4 ® 2'-0"o c. F. honz&van Q 4' min.soil cushion 2 ® #5 cont. �-Bond breaker 4" reinf.concrete slab , Bond breaker 4"cont. slab ' -,.• sj 4"cone slab f h Construction Documents �; `� �; f 1 Building Permit Set a = - y � ; ; Sections D k o C. �,$ Q Details Detail plan y y ' ' - Foundation detail y ';I Foundattondetail / ✓Jypioal wall and foundation detail Scale: 1/4' = 1'-�" (Sections) at corner of reinforced concrete wall ,F y a(Sechon B-e ,- et stepping cellar wall - fat,Sectibn Pf-A 3/4 = 1'-�" (Details) Scale:3/a"=1'-0'• y'� J�", Scale 3/4.=1'-0 q' ( , Scale;3/4" 1 6 „ / \,r Scale 3"/4 -,1'-0" w rr June 21 , 1998 '•� ^`yk , �'.F\� , :,�'rR i "'"'v�', r.:o. �"'« n r. Al '•, � r , r .� , ! . l Door Schedule _ # Location Type Size Swing Remarks \ pae, 4'-5 1/2" R.O" Custom(H.P. Broom); swings outward; D7 Cellar: Exterior Exterior x 6'-8" Right Solid core w/cedar siding both faces D2 Cellar. Exterior Screen 4 5 x/6''8" O• Left Custom(H.P. Broom); swings inward Bryan Lot 2 Residence C D3 Cellar --- Solid core .. .2'-6" x 6'-8° Left_ - Stock single door Fishers Island , New York oe. D4 Cellar: Stair Solid core 3'-0" x 6-8" Left Stock single door 7'-01/2" R.O'. Custom (H.P. Broom); swings outward; D5 Bedroom/Studio Exterior x T-0" ! Double Solid core w/cedar siding both faces ' ✓✓✓NNN D6 Bedroom/Studio Screen I x 7'-0" !', Double Custom(H.P. Broom); swings inward D7 Bath Solid core 12'4"x 6'-8" 'I Right Stock single door Mark Denton, Architect 2628 Fifth Street, Suite B �n>a Living/Dining Sliding Track 3-0" x 6'-8" N/A Custom (H.P. Broom) Santa Monica, California 90405 'Note:These dims. given as R.O.to align w/windows above; other dims. are size of door, not R.O._ _ 310/399-7212 H.P. Broom - Housewright, General Contractor 162 Ferry Road Window Schedule Hadlyme, Connecticut 06439 860/526-9836 # Location R.O. Marvin # Swing Head W # Location R.O. Marvin # 1 Swing Head ®i - I 1"C Cellar 2-5" x 3'-11 5/8" CCM2848 Right 6-0" i 22A Main Stair 2'-5"x 2'-7 5/8" CCM2832 �,I Left 5'-9 3/4"j "ao„ ! Wmao. 2 Cellar 2'-5" x 3'-11 5/8" CCM2848 Left 6-0 231 Main Stair 2'-5" x 2'-7 5/8" CCM2832 Right 5'-9 3/4 - - . . ... . 3C Cellar 2--5"x 3'-71 5/8" CCM2848 Right 6'-0" Living/Dining 2'-5 x 2'-7 5/8" CCM2832 Left 5'-9 3/4" C ". (�, Site: 4C> Cellar 2'-5"x 3'-11 5/8" CCM2848 Left 6'-0" \5� Living/Dining 2'-5' x 2'-7 5/8" CCM2832 Right 5'-9 3/4 District 1000, Section 010, SAW Cellar 2'-5" x 2'-7 518" CCM2832 Left 6-8 26A Living/Dining 2'-5" x 2'-7 5/8" CCM2832 Left 5'-9 3/4"i Block 006, Lot 12.4 Fishers Island Town of Southold O6BW Cellar Stair 2-5' x 3'-3 5/8" CCM2840 I Right 6-6 3/4 27A Living/Dining 2'-5" x 2'-7 5/8" CCM2832 Right 5-9 3/4" County Of Suffolk 28A Living/Dining/Dinin 2'-5" x 2'-7 5/8" CCM2832 Left 5'-9 3/4"I State of New York 2� Living/Dining Right 5'-9 3/4", Owner: �88WHall 2 5 x 3 3 5/8" CCM2840 Right 6 6 3/4 g/Dining 2'-5' x 2'-7 5/8" CCM2832 Margaret E. Bryan 7B Cellar Stair 2 5 x 3 3 5/8" CCM2840 Left 6 6 3/4 ! 9 9 543 Cascade Road 9B Bedroom/Studio:: 2'-5" x 3'-3 5/8" CCM2840 Left U-6 3/4 30A Living/Dining 2'-5 x 2'-7 5/8" CCM2832 i Left 5'-9 3/4 New Canaan, Connecticut 06840 10B Bedroom/Studio 2' 5' x 3'-3 5/8" CCM2840 Right 6 6 3/4 "> w,.a. g �31A Living/Dining 2'-5' x2'-75/8" CCM2832 Right 5'-93/4"� Zoning: tc, R-120 ,"a". S d.. 32A Living/Dining 2'-5" x2'-75/8" CCM2832 Left 5'-93/4" SITE w 11 B ' Bedroom/Studio 2'-5" x 3'-3 5/8" CCM2840 Left � 6 6 3/4 Area: I Q� 128 Bedroom/Studio 2'-5'x T-3 5/8" CCM2840 Right 6-6 3/4 33A Living/Dining 2'-5 x 2'-7 5/8" CCM2832 Right 5'-9 3/4":I ±2.26 Acres g W 13B Bedroom/Studio 2-5 x 3'-3 5/8" CCM2840 Left 6 6 3/4 34A Living/Dining 2'-5 x 2'-7 5/8" CCM2832 Left 5'-9 3/4 UtIIItIES: c .. �G Site to be serviced by municipal water v 148 Bedroom/Studio 2'-5" x 3'-3 5/8" CCM2840 Right V-6 3/4 \35A Living/Dining 2'-5'x 2'-7 5/8" CCM2832 Right 5'-9 3/4 and on-site Sewage disposal system = 5� Bedroom/Studio 2'-5"x 3'-3 5/8" CCM2840 Left 6-6 3/4 36A Living/Dining 2'-5'x 2'-7 5/8" CCM2832 Left 5'-9 3/4 rt .. .... ... . _ , 16B) Bedroom/Studio 2-5'x 3'-3 5/8 CCM2840 Right 6 6 3/4 (37�A Living/Dining 2'-5'x 2' 7 5/8" CCM2832 Right 5'-9 3/4 � . Location Map �nS D a 7B Bedroom/Studio 2 5" x 3'-3 5/8' CCM2840 Lett 6-6 3/4 ' 1681 Bedroom/Studio 2'-5"x 3'-3 5/8" CCM2840 Left 6'-6 3/4 �9A Main Stair 2'-5' x 2'-7 5/8" CCM2832 Left 5'-9 3/4 o0 2 NOV 2 � L 39A Main Stair 2'-6 x 2'-7 5/8" CCM2832 Right 5'-9 3/4 T� ,i r \9 Bedroom/Studio 2'-5'p x 3'-3 5/8" CCM2840 Right . 6-6 3/4 40A Main Stair 2'-5" x 2'-7 5/8" CCM2832 Left 5'-9 3/4'I BLDG.,DEPT. O w ao. ,� ,� F OBTHOLD' N Beale' 4 00 0 400 Feet 1+ C 20B Bedroom/Studio 2-5 x 3-35/8 CCM2840 Left 6 6 3/4 41A main Stair 2-5 x 2-75/8 CCM2832 Right , 5-9 3/4":: v p0 27tlA : Main Stair 2'-5" x2'-75/8" CCM2832 Left ', 5-93/4 III 42A Main Stair 2'-5"x2'-75/8" CCM2832 Left IS'-93/41, construction Documents p Building Permit Set )Ert June 21 , 1998 ` tE °�D rl CHAMPION 'P Lonjuiting Lny:neers Ir:corperatersd 0i P P0 •k 1 Proposed driv �'. connects to isting driveway on djacent 10 36 �— Bryan Lot 2 Residence Fishers Island, New York / 3 g Mark Denton t Architec Q. 0� H. P. Broom - Housewright General Contractor 40 J Line of ex' gwooded area to remain and/or be replaglaWfollowingnstruction � �� 42 1 / o�Y/iqe O ok ti ycA / + ' :transformer � Proposed dry yells Proposed f^1\\ and meter / /� Proposed drivewa underground) � - � oil Dank �n `\ i o ,*°; New path i „/�o{Zosed septic�'ank 3� \V \1 - PrO epho er0Una / ' water Pr ose residence / ,-� 7,200 square f t (not including cellar) Chimney c "� .� PROF NEWY 5 P� F2 e Line of existi woodedea to r mato and/or be » , 9 replantedflowing co tructio ` \ _ m setback` y / Line of too'b1vYri \ 4 �n ^r 511115s5 N a /X16 o l� o p e � 46 Construction Documents Building Permit Set 00 o existing boulde Site Plan to remain Scale: 1/8" = 1 -0' / 4 8 rn _ y�c N - A / Al s0 June 21 , 1998 52 Bryan Lot 2 Residence �- Fishers Island, New York Mark Denton Architect H. P. Broom - Housewright General Contractor ' Note: edge of curb 2-1/2" 20'-0" from edge of R.O. ea. side ------ -20'-0" Z-11/4"2' 11/4" 2' 5-1 2'-p1/211 2'-5= 2'-01/ " 4'-51/2" i 4'-61/4" NOTE: _ _ — -- - ----- ----- Nailing f r all e�dodor walls&shear wall ®stair: 10'-93/4" 4'-101/2" " 4'-33/4" 51/2' 51/2" 5/6"plywood diaphragm w/all edges blocked and _ nailed all sides every panel @ 2"o.c.w/1 Od galy. -- -- nails(cellar); @4"o.c. 1st/2nd floor; @ 6" o.c. 10' intermediate studs 1C 4C a{ NOTE: Typical 10" reird concrete wall reinforcing: 0 M4 ® 2- "o.c. inner face horiz.and vert. #41 t d 26" 8" @20' looting Owes '- % - 'OC. 2 ® #5 continuous bottom face 12"footings iv 1 r--_ up -1 v _ro Oa N � iN i NOTE : } 20 Anchorage fore Iexterior walls&shear wall 0 stair: ZIP1/2"anchor bolts long w/2"hook® 4-0"o.c.; T.O.W. +45'-0 1 2'-0"oresSfrom corners I N --- ° �J �. ry Drain � N N l Sleeve for oil line Drain- T.O.W. +48'-0" o T.O.W. +43'-6" Bottom of footin� - _ I Top of slab+42'-0' I CIL _ Cellar 1 T.O.W. +45-0'1 - -- 1_ � W Bottom of footingi .n 'T.O.W. +48'-0"1 +40'_411 . o ( ,Washtub_ _ I bottom of footing 4 I _ o +38'_6" -1 o m - F.S. T.O.W. +49'-68 o Septic line o _ m m' o F.S. i son Bottom of footing 12'-4" T.O.W. +50'-57/8" 10" Sleeve for septic line - T.O.W. -- -- --I- n Telephone panel - +50'-57/8 1' 0" I II n-,- -r t Masonry 5-01, - _ 4'-211 2 2 Ij l I `W H.� ,chimney m - -- m Electrical panel T.O.W. - r'----f � i +49'-6,1 � oo { /r.> .. 17.1 7.1 �_-� �-7" �GFumace i/ y 117/81- � _-__ _J .� L- I D3 ' / _-_ - w - SOF NEV9 Y0 /8 � I l �. 2a0 _— long aD BBottomofooting+40-8° v17„ T.O.W 5( J 2hoos X4= shear wall anchorage: or v o corners. s from ?CA,. � - _ o ' / -- - V` 10, 3--7" 4,-81j21 61-51j2 0� cgl 0 11 51/2" 41/21. 41/2, . 51/2" 111-211 stair ' Note:3'-6" from YJ [�' t,1tug/to rr 101-01 10'-0' 10'-0" nosing to wall y„y, fj/v Iq Y --_ -_— 1 -- - ----- --- --- --- - � Shear wall: 2x4 studs 0 16” O.C. ,' - ,10'-0" ' O- ` 20'-0" w/5/8" diaphragm w/all edges blocked and nailed @ `, -- ---- - —"-- 2' o.c, w/ 10d galv. nails (cellar); @ 4"o.c. istl2nd / 20'-0" _ m #5 bars bottom of footing floor all sides every panel; @8" o.c. intermediate studs - --- ------- - - - _-- - _ Sleeve for electrical service (placed as in 12"footing r \, Sleeve for water service at foundation walls. See A/A6) Construction Documents 0 Building Permit Set Foundation Plan Cellar Plan Foundation Plan „ '' windows: Scale: 1/4" = 1'-0" co Scale: 1/4" = 1'-0" Cellar Plan 0 Ape /2R5" x 2'x5/6" Scale: 1/4" = 1'-0" B 2'-5= x 3'-35/8" a2//� Ch C 21.511x3,-jj5/8" A tP rn a June 21, 1998 I _ - - 2 Bryan Lot 2 Residence Fishers Island, New York Mark Denton Architect H. P. Broom - Housewright General Contractor 20'-0" -- -- - - 20'_0" 2'-11/4° 2'-51' . 2'-01/2° _2' 5' 21-01/21' 2' 5,, 2'-01/2" 2'-5" 2'-11/4' -- --- —----- 51j2,�-- Z-11/4" 2, 5„ 2'-01/2^ 2'_5„ 2'-p1/2" 2'_5" 2'_p1j21 2'-5" 2'-11/4" in 14B 1$B �IIII` 168 17B 51/2'. N x51/2 --__AV, _ -51/2' Wlne" 300AA Iwlna" 31 32A I N e-'36"-high laminate counter `�- w/ wood cabinets below, N `� N 0 3®2 6 m `17"-high be h with cabinets below N 13B 3®2x6 18B 42 Bookshely to ceiling between windows yAy IF wmm N r N N cv V-61/2" l 91-61/211 1 12BF--Rough-sawn pine casing N — N over microlam ridge&conduit Bedroom/Studio + Livingining N - N Clg. ht. +9'-0" - me"w 11 B wmao. i0 N 3' 4" 5'-8" 2 g N Sloped ceiling 'ii Sloped ceiling W� r N N 26 DN I DN -- 35A N o _N washtub in 36"-high O laminatecounterN N I N N — abi _ O O NI --- W/Wood cabinets N O O N �I � ,below and above ioB - ' N Brick-f ed (3 sides) "' 25A / ,,,111... ^°^• ,o _N 3-0 masonry chimney % \N N 31/ Klty, en 36A a e �' 9BW Bath t _ 1 6 1 V 3!1' 2"' - N --^a". 3'_7" Align wi h face of l�it chimney- - �'-g11 �'-51j2f') --`V Brick-fac d 3 sides '!� 24q ( mason chimney '-7 N D7 I N N o - up! re s-sVp,"e�'. �N ,N Ref. 'Sin o N W Shelves M N N lJ { N _ —_ - N N -1 L_ _ N W a BBW - 6x 3 C I.'' .`N D8 -_ X6 01 �N N r N m 38A E W C DN m -_ - Of NE ' N _ d' 15 ds --_—__ N _ �� r0 ���� �. — __ A 51/2e Vi 7B i 6B 22A 51/2" ma°. - I 42A - __ k{ —_ i" „ 1 2'-5„ 2'_01/2.. 2'-5" 6'-6" 2'-511 2'-11/4' 2 it/41 2 5 2 p1/2 47A 40A 39A .ogOF sts Ali(✓ c 4 2'_5" 2�_p1/2' 2'_5" 2-p1/2'. 2'_5.. 2' j1/4� - --- - --- --- -- - --- - windows: .ry `^ ' ,�1 z � Type / R.O. 20'_0" (�, �(;CU���GT �! M A 2'-S' x 2'-75/8�� -- --------- -_--- , o OAU r B 2'-5" x T-35/8° J z C 2'-5" x 3'-115/8" Consta First Floor Plan ' BuildnrgitSet ments co ,Scale: 1/4" = 1'-0" Second Floor Plan g Perm o Scale: 1/4" = 1'-0" First Floor Plan A Second Floor Plan s Scale: 1/4" N �I A3 June 21, 1998 0?��1 Bryan Lot 2 Residence Fishers Island, New York Mark Denton Architect H. P. Broom - Housewright General Contractor NOTE: Nailing for all exlerlor walls& hear' II ® t 'r 5/8"plywood diaphragm w/all edges blocked and Window.header: nailed all sides every panel @ 2"o.c.w/10d galv. .3@2x6 w/2 layers 1/2" ply. nails(cellar); @4"o.c. 1sf/2nd floor, 0 8" O.C. C2x6 @ 16" O.C. sandwiched between intermediate studs Y—� ,;-,3@2x6 col. (typ. except 2nd floor long walls) -- 3@2x6 col.�J 2x6 @ 16" o.a —� _ it I I a - ^ 2nd floor only: 117/8" TJI/55 SP joist @ 8" o.c. for 32" I ( '0' @ 5'-6"from end wall, and 10'-0"further x I x 1 o °o d j - 'Rafter conned on @ ridge: �. o -2ir v 1 high, 1 low either i7 ¢ I side Simpson 34 �� 177/8"TJI/55 SP joist @ 16" o. . ? M I 2x10 rafi ars @ 1,6" O.C. 2x10 rafters @ 16" o.c. \ 8 I t– I d Tv c v d YI E I o __ Ic IEc E we o -mo I ) cOv v c a4x6 rough-sawn cedar q a o PI I I4x6 rough-sawn cedar save raftersto align w/ E hi M eave rafters to align w/ CDed es of windows below12 0 edges of windows below_ E x a E EE rn EE -2@117/8" TJI/555P header Ij \j ISa' ' Ik/fL, J o `° cc 0 I � I Ii2 I w/Simpson double TJI connection'! (a / 3 3 IM I a 117/g" TJI/55 P joist @ 16"�o.c. � , 117/8" JI/55 SP �@ 2x10 r ers, I I joist 16 o.c. 6x6post--j l Edge of opening 2nd floor I I 6x6 post i 'Edge of opening 1 a floor I I m I I I, 2x10 rafts @16" o.c. l 4`�0F NEIyy H — I �p,"...tl•d 1� �� N• J— � Shear wall: 2x4 studs @ 16" o.c. IT" w/5/8' diaphragm w/all edges blocked and nailed @ I� rt 2x6 @ 16"o.c. c- m \ 2" o.c. w/ 1Od galy. nails (cellar); @ 4" o.c. 1st/2nd / Window header: op �" Sty 10x16 duct opening tat 6 2nd floors floor all sides eve panel; @8" o.c. intermediate studs 3@2x6 w/ 2 layers 1/2" 2x6 @ 16" o.c. Hp,- o� Window header: N p Y ply. - 0 3@2x6 w/2 layers 1/2" ply. 70x16 duct opening tat floor only sandwiched between E' sandwiched between (typ. except 2nd floor long walls), CL (typ. except 2nd floor long walls) r 0 'o Construction Documents 0Building Permit Set First/Second Floor Roof Framing Scale: 1/4" = 1'-0" Framing - Framing Plans Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" a>, A A4N A June 21 , 1998 {-- Brick-faced masonry chimney (typ.) E Ridge vent (typ.) 7 -- _ 12 12 Bryan Lot 2 8 a Residence C a Fishers Island, New York ressure-treated red cedar shingles (typ.) ----- ' Mark Denton � i Architect wmao mee gee mmw awwwmw m meow \� i 28 27 26 26A 24A 23A 42A I 41A 40A 39A a ^ r o H. P. Broom - Housewright General Contractor o d O rRough-Ea ne dj li 3N H r aft?r r d ce s ff t _ .2nd floor+60'-10" ' at is hi -a r d e a s i g 'V is I $hi -I p e cdr si in ( .) I I 13B 12B 11B 10B 9B 8Bw 7Bw 6Bw 22A �^ t� a aro Q I 3 � floor+501-81/8" Wino s: A Z-V x Z-75/8e S 2'-5" x 3'-35/8"' w,"� wdow Northwest Elevation Southwest Elevation C 2'-5" x3'-115/8" 2c 1c ' Scale: 1/4" - 1'-0" ------------------ -- Brick-faced masonry chimney (typ.) - M'7 Ridgevent (typ.) 12 _ a 8 \ Pressure-treated red cedar shingles (typ.) p "37 eow maow wine wines wioea wi ao w�ao wmaow window 38A 37A 34 33 32 31 30 29 d m o zo o- ou g h s 6 d G rn O 2nd floor I e e are v 3 `n t' +60' 10" to 2nd floor r _ ra e s / e cdr o it , i �pF NEW y F Np _ Irti a s ip la ed c d r i n ( p ) gV rti a s ip la� rid d r Idi (tip ) N mmw mmw inmw O �A9 NO 5159y �, ./' rt o. 9 2YA 2oB 798 18 i7B� 168 16B 14B a OF 0 4^ 0 N d Q' r ani 3 'v � � � (,W I M1/V' s �{���� �q� stay o c m 1 at floor �l`� UICJr� 1st floor+50'-81/8" o ail 3 m +55 " o 0 Construction Documents ^ ^ Building Permit Set Elevations no or o .mmac°o CO O lla A 5 a Scale: 1 oT� /4" = 1 -0" A Cellar slab +42'-0"'Southeast Elevation !Northeast Elevation June 21, 1998 Scale: 1/4" = 1'-0" Scale: 1/4" T 1'-0" PI 41 I - - Ridge vent 2®1-3/4"x14"microlam ridge Bryan Lot 2 1 high, 1 low Simpson A34 clips,ea side ea joist Electrical conduit Residence 5/4"rough-sawn pine casing Fishers Island, New York -- __ 5/8"gyp. bd. ceiling _ 2x10 rafters ® 16"o.c. __ -- 5/8" sheathing 3/8"cedar breather — PT red cedar 4hingles—`` 2x8 blocking `y, Mark Denton 4x6 (act.) rough-sawn Architect cedar save rafters 5/8' cedar soffit H. P. Broom - Housewright _ General Contractor - - A 18 risers ® ±6-3/4" _ 3/4"cedar fascia 2 � 201-3/4"x3-1/2" microlam1 Detail at second floor , NOTE: header(continuous) 1 I windows under eaves Nailing for all exlenor walls&shear wall r@ stair. Simpson rafter-plate1 i Scale 3/4"=1'-0" 5/8"plywood diaphragm w/all edges blocked and 111 connection H2.5 ea. rafter nailed all sides every panel ® 2"o.c w/10d gals �� Simpson Plate-stud connection noes(cellar); d o.c. 18112,d floor; ® 8" o c. m LT512 over microlaintermediate studs --_ 2x6 framing _ ,,I 1/2" sheathing 13 / tudlo . DuPont Ty-vek membrane NOTE: 3/4"x8 vertical ship-lap cedar siding Anchorage for all exterior walls&shear wall ® stair, _ QQ 1/2"anchor bolts ® 14"long w/2"hook® 4'-0"o.c.; j 2'-0" or less from cornere / i" rr t 5/8" gyp.bd.walls 5/4 x 3 rough-sawn pine baseboard � I15 risers @±6-15/1 ` j /����`� \\ - 3/4"pine flooring(owner's stock) 3/4"T&G Sturdi-Floor subfloor glued&screwed 3/4"x 8 vertical ship-lap cedar siding V��YWg 5/8"sheathing (see nailing note) k D3 1-1/4"x11-7/8"OSB rim board !rt r 11-7/8"TJI/SP55 joists @ 16" o.c. D4 5/8"gyp.bd ceiling : S \ --- 2x6 framing ti` 3®2x6 w/2-1/2"ply.(sandwiched)header(typ.) i i r Sy,lI }fir ;Al ' '� —_ Detail at = 1- window NOTE: k � f Scale 3/4'4"= 1'-0" Typical ✓ r - 1. i n• / r i '.. "/ ey '�{ Iy J �f 1•a tiv.' n ,�j .::1 �` ,� v >,: `� Tv 0" concrete walreinforci g 02'. .c. innerfach rt NW #4 footing dowels 2'6x 8 ® 2=0".ca ' • - - 2 ® #5 continuous bottom face 12"footings gyp bd.walls /—6/4 x 3 rough-sawn pine baseboard - - — / 3/4"maple plank flooring 3/4"x8 vertical ship-lap cedar siding--� / C/ 3/4"T&G"a urtly floor"subfloor glued&screwed 5/8"sheathing(see nailing note) 4 3/4"x8 vertical ship-lap cedar siding 2k61raming : uPont Ty-vek membrane Pressure-treated plate _ °,e4'"`-`,^i.��,f ''1/2"sheathing or ts O' „ 1/2&G StunchFloor sub or glu d&screwed note)ed ..,, � r �' 9 1-1/4"x 11-7/8"OSB nm board 11-7/8"TJI/SP55 joists @ l6"o.a grcpF N E4y j, 11-7/8"TJI/SPssjoists ® 16'p.c "U • .y f 3/4"/a vertical shi -la cedar sidin �� 0Sc H0, 9p ` r 1 4 11-7/8"TJI/SP55'P'stsp® 16"a.c. 0 o 'I` W 3/4"T&G Slurdi-Floor subfloor luetl 8 screwed `;- � � � m� � r 7 - 10" reinf.concrete foundation/cellar ho iz&vert' '' - a —t 5/8""suers treated athing el nailing note - -2x6 framing OSB dm board 2 yr. .0 amino ^ ' dd -_ d - r�\art �1, 2x6 framing r^ rt - sy Pm p 1/2"die each.,bolls ® 4'-0"O.C. (see note) W 1/2"dia. anchor bolts @ 4'-0"o.c. (see note) _ wall F _ ,�, r • 10 Wtr d. membrane found/cellar wall rF a foundation/teller �V 10",stet. cont. fou lwaterpr#4 ® 2'0"o.c. I.F. hertz&vert. s w ' reinf cane.membrane &2"insulation wall Wt pr . me o c. F. her 9PF concrete Waterproof membrane and 2"insulation F+ #4 1 #4r0 2 Oobcel.F.honz vert p &2 insulation #4 f[ dowels 2-6"x8' ® 2-0 o.c. ¢&veil. "v - . , Bond 24r' romt conx8 footing o.c' B2'ix 24"rye nf. coo 6 B 2'-0"o.c, �jUl.l�✓-r�'t1 rT 9 g. y 12 x 24" reinf. concrete footing; y c.footing _ 2 ® #5 cont._ '�` r ' °' _ Bond breaker T'� ^m,x; " �'" 12"x 24 reinf.cont.foxing 2 ® #5 cont ,yy�g!I 2 '+,, :, 4"min.soil cushion ', r 1 �,. 2 ® #5 cont �y rt o rtv and breaker .q 7 #4 2'-0"o.c. I.F. her &vert. 'y'''+ ,4 Q 4" reinf. concrete slab '/ 4"cone. slab !' a � 'f �,, 4" cone slab G n i '� �r LA r' � 9 C e.�^,° ,. A a ➢, L d h F rt a Construction Documents — y ` Building Permit Set _ a" ii r ! o ✓ to/` r�r ` 11 L� �� co \NO,, < _ Sections V, a Details A Detail plan s'iti V � Fob0dapondeteil vr -%` +,'?' ,�-�Fountlallon detail' ,� r Typiaaf wallandfoundation detail SCale: 1/4" = 1'-0" ($eCtIONS) A at corner of reinforced concrete wall nor r ,," at Seclwn B-B at stepping cellar well . / ,, a1;Se eon A A ' ' Scale:3/4 =1'-0" r �' `� _ :. f y s 3/4' = 1'-0' (Details) r 6 r Scale /4 ' 1.0.1 3/4 1 0. ' `�,�+ A6 r✓ : r_ „Iy; rScale 3!4 1,0 or s�'R�y \` k, "' \ „ � ' a, ° a ✓J5 " 1 /g" June 21, 1998 ��� . ! �ye rt� - �� y7 d n • vet � ` .4r, ° 4 x °^ a 67 04 11