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Home My WebLink About22681-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-25015 Date MAY 6, 1997 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property 1663 BRIDGE LANE CUTCHOGUE, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 118 Block 2 Lot 4.2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 27, 1995 pursuant to which Building Permit No. 22681-Z dated APRIL 18, 1995 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 2ND STORY ADDITION ON AN EXISTING GARAGE WITH ALTERATIONS & A RAISED STONE PATIO ADDITION AS APPLIED FOR. The certificate is issued to PATRICIA A. BRENNAN (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO.-N-369036 - NOV. 3, 1995 PLUMBERS CERTIFICATION DATED APRIL 14, 1997-PETER VICTORIA C Bu' ding Inspector 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) /y?~ Date 19...° N2 22681 Z Permisslon Is hereby granted to: -kwoo Al !X 9 . -afrla ,,e . to.....~ r~ - ..,(/.s,~?............ ...r......i Fr- J, ...5~ .~..........J.....,.....r>v............... /to • ;a 73A; ~lo! cYrQ/..- ~ at premises located at .............../....!P.~............ ~9~ .........`~~.:."..'t County Tax Map No. 1000 Section rd. ® Block A0. ........q... Lot No. %l. pursuant to application dated ~~f~.....41. '-2............ 19..../. and approved by the Building Inspector. Fee $ . / . Building Inspector Rev. 6/30/80 } M r Form No. 6 sa> ~-t) N ~MN V W, T N ~5_1 TOWN OF SOUTHOLD Gt/~/Y1 BUILDING DEPARTMENT y k `Ld i APR 2 1 1997' TO WN HALL ~ i 765-1802 fi BLDG. DEPT. TOWN OF no MUM- APPLICATION FOR CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter OR ink and submitted to the building 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 se4erage-disposal(S-9 form). 3. Approval of electrical instillation from Board of Fire Underwriters. 4. Sworn statement from plumber certifyInithat the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building; industrial building, multiple residences and.similar buildings and installations, a 'certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. i 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to 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 - $5.00 over 5 years - $10.00 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date .~r~... ` . . New Construction..... Old Or Pre-existing Building Location of Property. f~P.y;3...612)0&C-_ b4~L9L ....................CU Lvr0 Ue i House No. nn Street Hamlet Onwer or Owners of Propertyq.A C -btc~?y? . 0 . . . County Tax Map No 1000, Section ..........Block.... Lot...... 3 Subdivision ...................................Filed Map........Cc...~..Lot...................... Permit No. a)21 (O.B1 .....Date Of Permit .......Applicant.l.' ' Health Dept. Approval..... ..................Underwriters Approval......................... Planning Board Approval / Request for: Temporary Certificate........... Final Certicate.... Fee Submiitted(:y tU : } . ...---r AP LICANT C d~ n5 0 C4 2_1 Fax (516) 765-1823 Town Hall, 53095 Main Road C2 P. 0. Box 1179 Telephone (516) 765-1802 Southold, NewYork 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T 1 0 N DATE: Building Permit No. C;23996 Owner: -~P6 ne? k/ 1~&nl?qn ( lease print), ~e_ r 41C ?I,. 6'~j --t Plumber: C~e Vtc&r[Q (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me4h7is, 19 day of No P lic, 64 County Yak IfIELA~-INSPECTION REPORT IIDATIi II COMMENTS II II ` II FOUNDATION IST) yy II II~~ - GS ~ V FOUNDATION (2ND) I n' ~~~111 a Ll ROUGH FRAME 6 ii PLUMBING { I{i n ii if II II ~ INSULATION PER N. Y. STATE ENERGY CODE I~ I L ' 9Co / / if 3 I{< moo, y II 113 II oel"cam A/c DDD FINAL ~'(~[1 _ /?o~% _ ADDITIONA COMMENTS: Aoir /9 a l c~ H O z a a d ro H Albert J. Krupski, President ~o~Qg~FFO(,~coG Town Hall John Holzapfel, Vice President 53095 Main Road William G. Albertson w x P.O. Box 1179 Martin H. Carrell O Southold, New York 11971 Peter Wenczel d~ol ~.a0~ Telephone (516) 765-1892 Fax (516) 765-1823 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 31, 1995 Mr. Roy Haje En-Consultants Inc. 1329 North Sea Road Southampton NY 11968 Re: PATRICIA BRENNAN SCTM 4118-2-3 Dear Mr. Haje, According to the information given a copy of the survey submitted and an on-site inspection, the Southold Town Board of Trustees have found this project out of our jurisdiction under the Town Wetlands ordinance. Please note that any activity within the 75' of Wetland area will require an application from this office. If you have any questions, please call our office. Yours truly, Albert J. Krupski, Jr. President, Board of Trustees AJK/djh cc. Bldg. Dept. f--__ p~nl] t2 CAC f) K l'.R.~S. ~~_P! OCR 19 1995 New York State Department of Environmental Conservation Buildi%J%TRVNX, "Iygpro~~c4NS 615Ork 11790-2356 Aft ((516))) 444-0373 IS. ~~/~aCWiC.~ a~rewh ph _ l 6 r I 0 R J Q h as h 4 Thomas C. Jorling 0/4 Commissioner Date: NOVewlbPV3c!, /99~ 0 Re: /-~7 1QY-~ O~/UYi(c/y0e/0~d/ ~?YQn o /bo 90 Ne S'cc`~o/lk R~?e~u c ~'c (e n~y~ Ny //y35 Dear M S. re 0,) h an. Based on the information you have submitted, the New York State Department of Environmental conservation has determined that: ~L( / ,L //le YJ~J2r~y ~Qnc/LJ4rc.( o t'~ C IZ- /U ~Jd? Go & 4' JI~[)!C.il~J ©fiI l ~ Q S'uYV r2 P "e 4 riCK IQh Lr4CPG1 ~IAJ /U (~I~7 Qhd I Pv,SR4 QC.G-o~aer l7 / •~T IS~~Jv~c4 L~l,~ 4r;S c/.cC~:uh 0?cl /3r~,~/e5 Tc/v/ Lk-)e_Gq/1 dS. 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 necessary permits or approvals from other agencies. Very truly yours, Deputy Regional Permit Administrator cc: OCT 191995 rnwni i)r g;.; a~.,rar, ~ j mmea oiecvciea o:oe. New York State Department of Environmental Conservation BOdi J%TRyyX, Tg4$ Brop~, N81~ grk 11790-2356 ,II,f1 Facsimile (5161) 444-0373 ' /lS.~aCW,'C.~0.~rerrMpi9 y~ lfea~ands an e Thomas C. Jorling 014 ~ruc/Y ll~~ jl5 S`5 r Commissioner Date: NOVevyil9ev 5.., Re: 2re,?,1QY1 ?r,;g ar~y 10090 New Sc o/k !~}?e ewe Dear Ms. Brenh401: Cu c.A r''te -el N 7 //y:35 Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: ~h e to ppY~y /qn d,) zivd o f~ e- /o A.,ai c ) vj'1CO4v Q S, SurVey 'Pre pwreq /ay %eder;c!! /94T , Qhd tev,'sec( ~c.Lo~oer (7 /~•~T ~S L) t-AQ- ~ 4r,'Sc/rcCZ:oh C 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 necessary permits or approvals from other agencies. Very truly yours, Deputy Regional Permit Administrator cc: Albert J. Krupski, President o~p**,aFFO(,~coG Town Hall John Holzapfel, Vice President 53095 Main Road William G. Albertson y m P.O. Box 1179 Martin H. Garrell O Southold, New York 11971 Peter Wenczel y~0 .a0~ Telephone (516) 765-1892 1 Fax (516) 765-1823 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 18, 1994 Mr. Roy Haje En-Consultants 1329 North Sea Road Southampton, NY 11968 Re: Patricia Brennan SCTM #118-2-3 Dear Mr. Haje, After an on site inspection of this property, located at 1663 Bridge Lane, Cutchogue, the Southold Town Trustees found that the proposed construction is non-jurisdictional and does not require a full permit from the Trustees. If you have any questions, please call our office. Yours truly, Albert J. Krupski, Jr. President, Board of Trustees AJK/djh 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE INSPECTOR i M-1802 BUILDING DEPT. INSPECTIO [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOU DATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMAR S: ~ ~ DATE (P INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUN ATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL REMARKS: C DATE I 47thA; INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: -s r DATE 1 INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG- [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ } FIREPLACE & CHIMNEY O REMARKS: DATE ~~~~~~INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACES CHIMNEY REMARKS:- DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE INSPECTOR 2 765-1802 BUILDING DEPT. INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. C [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: 47! DATE INSPECTOR J M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ SULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: _ DATE Z/~ INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ INAL [ ] FIREPLACE & CHIMNEY REMARKS: r DATE INSPECTOR THE NEW YORK BOARD OF FIRE UNDERWRITERS PACE 1 1195197 BUREAU OF ELECTRICITY F. 85 JOHN STREET, NEW YORK. NEW YORK 10038 Date NOVEMBER 03,1995 Application No. on file 88502395195 N 369036 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number in the premises of BRENNAN, BRIDGE LANE, NASSAU POINT, CUTCHOGUE, N.Y, in thefollowing location; ? Basement A Ist Fl. ® 2nd Fl, GAR Section Block Lot unsexaminedon OCTOBER 31,1995 andfound to be in compliance with the National Electrical Code. FIXTURE FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS E%HAUST FANS OUTLETS ECEPTACLES SWITCHES INCANDESCENT FLUORESCENL OTHER AMT. K W. AMT. K. W AMT KW. AMT. KW AMT. H. P. 16 18 1G 12 4 1 F DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS AMT. N. W. OIL H. P. GAS H. P. AMT. NO A. W. G. AMT. AMP AMT. AMPS. TRANS. AMT H P SYSTEMS NO. OF FEET AMT. WATTS 1 20 SERVICE DISCONNECT NO.OF S E R V I C E AMT AMP ME METER I tW I 3W 7.e- 3W 30 4W NO OF CC COND. A W G. NO OF HbLEG A M' G' NO. Of NEUTRALS A W G' EQUIP. PER .9' OF CC.COND OF MI-LEG OF NEUTRAL OTHER APPARATUS: PADDLE FANS-3 MOTORSt3•-F H.P. G.F.C.I:-3 SMOKE DETECTORi-1 SABAT ELECTRIC LIC.#4204-E 50 PAT LANE V GENERAL MANAGER MATTITUCK, NY, 11952 11 Per This certificate must not be altered in any manner; return to the office of the Board if incorrect. Inspectors may be identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. BO,1FD OF HEALTH FORM NO.1 3 SETS OF PLANS TOWN OFSOUTHOLD SURVEY BUILDING DEPARTMENT CHECK TOWN HALL SEPTIC FORM SOUTHOLD, N.Y. 11971 TEL.: 765.1802 t'OTI FY 3 Examined CALL . 19 1.. tIA I L O : Approved /~r~.... 19/.~). PermitNo.a1~ / -7 . Disapproved a/c (B I /Spe:ct`olr) APPLICATION FOR BUILDING PERMIT Date ..27. MARCH......., 1995. INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this appli- cation. 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 issued a Building Permit to the applicant. Such permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION 19 HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ._X (Signature of applicant, or name, if a corporation) P ;O. ,BOX , 934, CUTCHOGUE,,, NY, 11935, , , , , , , , (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. .......GI3NI;RAb.CQAiTnCTP9 Name of owner of premises PATAI;CIA A. BRENNAN, AND, DONALD, P, , BRENNAN (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. (Name and title of corporate officer) Builder's License No. . ~.1.:. H (P• ~J /\Plumber's License No . /\Electrician's License No . XOther Trade's License No . 1. Location of land on which proposed work will be done . $RIRGE.LA1`IE......................CUTCHOGUE House Number Street / Hamlet d County Tax Map No. 1000 Section Block x. Lot. .--kA. . ° 1 Subdivision (N..am..e.)................ Filed Map No. Lot............... 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SINGLE FAMILY RESIDENTIAL b. Intended use and occupancy • SINGLE FAMILY .RESIDENT ~ ~l.tl Y61AYQ1 ' Ytnuu~ #ofitsc~ ,~F3t?~~,~~ ,ulrit . Its m1e1 3. Nature of work (check which applicable): New Building Addition A Alteration ..X....... Repair Removal Demolition Other Work c ~/.7 (Description) 4. Estimated Cost ....l! . OJ0(2 a Fee g, (to be paid on filing this application) . If numer of 5 If dnnumber of cars dwelling uni s Number of dwelling units on each floor tarall ge 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use . 7. Dimensions of existing structures, if any: Front .158. XT....... Rear .146 ,FT, , , , Depth . ?0 FT Height ....26' . V... Number of Stories Y?........ , . Dimensions of same structure with alterations or additions: Front . 15Q, FT , , , , , , , , Rear .146 FT i 811 2. 1/~ . Depth 2.Q .P'T.......... . Height . 26.. - Null ber of Stories 8. Dimensions of entire new construction: Front . 1511 FT...... Rear ..146 FT, , , , , • Depth . 2.0 Height Front A". . FT uiTiber of Stories M2 . 747 FT Depth 3$4 FT 910. . Size Date of lot: Purchase ..i?AIRCH 1994 . . . Name of Former owner FUDGE CORP.. , . 11. Zone or use district in which premises are situated ....LOW. -QBNSJ=. R-..4Q. DISTRICT 12. Does proposed construction violate any zoning law, ordinance or regulation: .110 13. Will lot be regraded NO... . Will excess fill be removed from premises: Yes X No 14. Name of Owner of premises MR. &.."S. J1,V,13) OMMss HOAGLANDS LANE hjij%WS' ,516 .67]..7343. OLD' BROORVILLE I Name of Architect .JOHN..CIARALI1aL0. A-9WC.•.. Address 41• WEST. S7TH. NYC Phone No. 212 .319..0123. Name of Contractor ZMOC~-4,4, . , , , , , . , , Address . Phone No. 7. . 15. Is this property within 300 feet of a tidal wetland? *Yes ...A No......... ~ *If Yes, Southold ;Town Trustees Permit may be required. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and. indicate all set-back dimensions from property lines. Give street and block';number or description according to deed, and show street names and indicate whether interior or corner lot. SEE DRAWING A-1 F09 PLOT PLAN. i i i i i i i i STATE OF NEW Y~RI COUNTY OF . o v~ individual IS'S ~T being duly sworn, deposes and says that he is the applicant signing contract) above named 3 Heis the I,.. ontractor, agent, corporate officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the a.: work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ayo U dkr('6- 19Q~ 'eNotary Public, Count JR. 8tatsof N,tl. iS gnature of applicant) >.1 ~M " . No, 472 8;uMoIN "at.+ GENERAL NOTES ~AN'D';SPECIFIC'ATIONS'. :SYMBOLS a '~tkscyarPrrpv YPSUM BOARD SHALL BE USED THROUGHOUT 5. THERMAL''AND MOISTURE PROTECTION DRAWING 10/17/65 PLOG.6EPT. SUBMISSION 1, ALL CONSTRUCTION40RK TO BE PERFORMED IN 19. ALTL' STRUCTURAL LUMBER TO BE DOUGLAS FIR 42. INCH ,-.GYPSUM 80A AGES AND BOILER ROOMS IN WHICH CASE %INCH A WOOD SHINGLES AND SHAKES- PROVIDE ACCORDANCE WITH LOCAL AND STATE BUILDING CODES. CONSTRUCTION GRADE 02 (f-1350) OR BETTER UNLESS EXCEPT IN GARAGES AND E OTHERWISE SPECIFIED., GYPSUM BOARD FIRECODE FIRECODE "C" SHALL BE USED. DRYWALL SAMPLES. >'0W4Hp EXTERIOR ELEVATION INDICATOR, HALL BE, IN COMPLIANCE WITH THE GYPSUM ~ INDICATOR,` - 2, • ALL ELECTRICAL WORK TO BE PERFORMED IN INSTALLATION SHALL BEE IN ACCORDANCE WITW'LOCAL'AND STATE BUILDING CODES. 20. ALL WOOD JOISTS BUILT INTO MASONRY SHALL ASSOCIATION'S INSTALLATIO NSTALLATION AND PROCEDURE MANUAL B, ROOFING TILES- GRADE "A SLATE^AS HAVE A MINIMUM BEARING OF 4 INCHES, BE FIRE CUT AND INCLUDING ALL STUD SP.ACI aALRn STUD SP.ACING,, BLOCKING, NAILING, TAPING, FURNISHED BY EVERGREEN SLATE, CO. 3.; ALL PLUMBING WO.RK`•,TO BE PERFORMED IN ANCHORED WITH STEEL STRAPS EVERY 4 FEET MAXIMUM. ,AND SPACKLING REQUIREME REQUIREMENTS, TAPE AND THREE SAMPLES, MANUFACTURERS CUT SHEET, ~R, BUILDING SECTION INDICATOR IICATOR - ACCORDANCE WITH ;LOCAL AND STATE BUILDING CODES: 'COATS SPACKLE THROUGHC THROUGHOUT. AND DETAILED ROOF LAYOUT AS FURN- m ISHED BY EVERGREEN SLATE CO. REQUIRED. -J SECTION INDICATOR 21. PROVIDE 2 INCH CLEARANCE BETWEEN COMBUSTIBLE 114:"'DO NOT SCALE DRAWINGS, USE DIMENSIONS ONLY. STRUCTURAL MEMBERS AND' BRICK CHIMNEY OR APPROVED 43. WATERPROOi= GYPSUM 1lr3HT GYPSUM CONCRETE BOARD, TILE E BACKER BOARD BOARD OR SHALL C. CUSTOM'SHEET" ME'TAL' ROOFING-DETAILED ALL DIMENSIONS TO BE 'CHECKED BY CONTRACTOR METAL FIREPLACE FLUES. OTHER LIGHTWEIGHT CONCF SHOP'DRAWINGS. V ALL BATHROOMS AND TOILETS THROUGH- 8 C ) ,PRIOR TO CONSTRUCTION - BE INSTALLED IN ALL BATE 114 22. PROVIDE WOOD BRIDGING OR BLOCKING AT 8 FEET OUT. D DETAL INDICATOR D. GUTTERS AND DOWNSPOUTS- MANUFACT- URERS CUT SHEET AND/OR SHOP DRAWINGS. 1 5, THE CONTRACTOR,.SMALL LAY OUT HIS WORK AND BE ON CENTER MAXIMUM. 44, ALL WINDOWS AND DO( RESPONSIBLE FOR Y4.L DIMENSIONS AND PROVIDE ALL SEALED DOUBLE GLAZED UI YS AND DOORS SHALL BE GLAZED WITH A COLUMN LINE INDICATOR )R bfMENSIONS AS REOUfREO,„F'OR OTHER TRADES, 23. PROVIDE FIRE-STOPPING AS REQUIRED AT ALL WALLS, SHALL BE SIZED AS REQUIF GLAZED UNITS. WINDOWS, AND DOORS E. JOINT SEALERS- MANUFACTURERS CUT AS REQUIRED OR AS DETAILED ON THE SHEETS AND COLOR SAMPLES. X'_x" ".;'I;E: ELECTRICAL, PLUMf1l'NG,, ETC. CEILINGS AND. OTHER CONCEALED AREAS. DRAWINGS. CONTRACTd'R;HALL BE SOLELY RESPONSIBLE - 24 ALL INTERIOR STUD PARTITIONS/ WALLS SHALL BE 45. ROOFING TO BE CLAS6 6, DOORS AND WINDOWS F-~I DIMENSION LINE 6. THE 5 OPE THE MEANS OF CONSTRUCTION, SEQUENCE OF CONSTRUCTED OF 2 INCH BY 4 INCH WOOD STUDS AT BE PROVIDED WITH THE MA iTH BE CLASS ''A'. ALL NEW ROOFING SHALL A. STILE, AND RAIL WOOD DOORS- MAN FACT- OPERATION, PROCED~IRF,~a AND TECHNIQUES REQUIRED FOR CO 16 INCHES ON CENTER. NOT LESS THAN 15. YEARS 1 15. YETHEARS MANUFACTURERS SERVICE, UNLESS GUARANTEE OTHERWISE OF URERS'CUT SHEET FOR INTERIOR' DOORS. ELEVATION INDICATOR 11 B. SECTION OVERHEAD DOORS- MANUFACTURERS O THE SAFE EXECUTION~,.O ':THE CONTRACT WORK. THE NOTED. CUT SHEET FOR WOOD GARAGE DOORS. NORTH ARROW CONTRACTOR S'HALr7ITUTE AND MAINTAIN SAFETY " t A T SHALL BE 2 INCH ASPHALTIC C. WOOD WINDOWS- BY MARVIN WINDOW' CO.' PROCEDURES AND PI~~CAUTIONS FOR ALL PHASES OF 25. PROVIDE SOLID BLOCKING UNDER ALL PERPENDICULAR 46. ASPHALT PAVEMENT Sl :4 INCH NCH COMPACTED 'PLANT MIX BINDER SHOP DRAWINGS REQUIRED FOR ALL CUSTOM THE.WORK. PARTITION WALLS' AND DOUBLE 'JOISTS UNDER ALL CONCRETE ON 4 INCH COM PARALLEL PARTITION WALLS. PROVIDE DOUBLE JOISTS, BASIE OR AS DIRECTED BY WswL 2F_CTED BY THE ARCHITECT. WINDOWS; aRA SPACE/ROOM DESIGNATION 11 7 ':THE CONTRACTOR,'SMALL VISIT THE SITE AND BE HEADERS AND TRIMMERS AT ALL FLOOR OPENINGS nON ELECTRICAL WORK IN WALLS OR OTHER D, DOOR HARDWARE- MANUFACTURERS CUT hPONSIBLE FOR HAVING' RECORDED ALL CONDITIONS AND STAIRS. 47. EXPOSE ALL ELECTRIC) WITHIN THE SCOPE 0I THE PROJECT. ALL COSTS SUB- SURFACES TO El" REMOVEC 1_ REMOVED. ELECTRICAL CONTRACTOR SHEET. WALL TYPES y ,MI,T:,TED IN CONNECTIQNr;WITH THESE DRAWINGS SHALL BE 26. ALL WOOD SILLS TO HAVE /21NCH DIAMETER BY SHALL DISCONNE:,T OR REV : ~T OR REWIRE AS REQUIRED. ;EASED ON '.THOROUGHrKNOWLEDGE OF ALL WORK AND 18 INCH ANCHOR BOLTS AT 6 FEET ON CENTER MAXIMUM. 48. ALL ELECTRICAL AND T 7. FINISHES O +,CAL AND TELEPHONE WIRING, CONDUIT, A, CERAMIC TILE FLOOR FINISH SAMPLES AND DOOR NUMBER MATERIALS REQUIRED~'~:,i,NOi..CLAIMS FOR EXTRA COMPEN PLUMBING, DUCT' AND MECF li AND MECHANICAL EQUIPMENT OF ANY SATION BASED ON iGM1IQRANGE OF VISIBLE OR IMPLIED 27. ALL FLOORS SHALL SUPPORT A MINIMUM LIVE LOAD TYPE SHALL BE CONCEALEI ROOF CONSTRUCTION UNLESS OTf CONCEALED IN NEW WALL OR CEILING CUT SHEETS. 'COLOR TO BE SELECTED BY IINLESS OTHERWISE NOTED ON THE OWNER. 0 - WINDOW NUMBER p' ,QO,NDITIONS WILL BEV",CfQNSIDERED. STRUCTURES SF, SHALL UNLESS SUPPORT A OTHERWISE MINIMUM NOTED. LIVE ALL LOAD OF , DRAWINGS. B. CERAMIC TILE WALL FINISH- SAMPLES AND 'Bu THE DRAWINGS REFLEGY CONDITIONS REASONABLY 40 LB/SF. CUT SHEETS. COLOR TO BE SELECTED BY THERMOSTATS, IR CAL RIC P! I CAL EQUIPMENT, OUTLETS, LIGHT SWITCHES, OWNER. ECTRIC PANELS, AND OTHER WALL MOUNT C. HARDWOOD FLOORING- NAILED SAMPLES. OFURN EX$eTjk COANNIOTOBE OGUARANNTEEDIBY 28• ALL FOOTING TO BE 3 FOOT 6 INCHES BELOW 49. ALL , E-ECEOUIPB THE 'ARCHITECT. THE?,:0{TiNTRACTOR SHALL VERIFY ALL FINISHED GRADE, ALL FOOTINGS SHALL BE 12 INCHES DEEP ED EQUIPMENT CF ANY TYE NNDARD TYPE, TRADE ADE SHALL HEEIG IGHTTS. S. LISTED AND D PAI ABBREVIATIONS LIST OF DRAWINGS ":F ANY . NT ING- ONE PRIME AND TWO FINISH ~AWWGS OONDITIONS PRIOR TQ'ECB1MMENCING WORK ON THIS BY 24 INCHES WIDE UNLESS OTHERWISE NOTED' AND MOUNTED AT STNNDARD TR COATS: CUSTOM COLOR.. AND FINISH TYPE AS 0. EACH A G-1 COVER SHEET 40ROJECT AND REPOFtk~k& DISCREPANCIESTO THE BEAR ON UNDISTURBED SOIL. ' 50. OUTLETS SI7IALL BE INF ARCHITECT. HALL BE INSTALLED 5 FEET ON CENTER AF F, ABOVE FINSHED FLOOR ;HEET 28• INSULATION SHALL BE INSTALLED TO PROVIDE MAXIIMUM. GROUNC, FAULT IN [ FAULT INTERRUPTER DIRCUITS SHALL BE CUTESHfi~TY OWNER, THROUGHOUT. PROVIDE ALUM.. ALUMNWI GENERAL NOTES ARCH'T ARCHITECT NOTES 9y, 'ANY AMBIGUITIES; RQRS, OR INCONSISTENCIES NOTED, CONTINUITY OF INSULATION AT PLATE LINES SILL LINES PROVIDED FOR, 4LL BATHRC 4LL BATHROOM,:GARAGE,AND EXTERIOR BD BOARD A-1 PLOT PLAN & ZONING! BLDG. BULDNG AN & ZONIN&"NOTES BY THE CONTRACTQR^ (,L BE BROUGHT TO THE AND CORNERS; INSULATION SHALL BE AS INDICATED ON OUI LETS, 8. SPECIALTIES ELK, BLOOCCKNG A-2 BASEMENT & FOUNDAT T & FOUNDATION PLAN -ATTNTION OF THE HJT,ECT IMMEDIATELY AND IN' DRAWINGS, 51. SMOKE, DETE: TORS SHA A TOILET AND BATH ACCESSORIES- MANUFACT- NOT. COTTON TORS SHALL, BE INSTALLED 12 INCHES UREA S CUT SHEETS. CEM cDN~Ea A-3 FIRST FLOOR PLAIN WRITING AND THE ISS RESOLVED AND DOCUMENTED . k MIN@MUM FROM MALLS AS IP 1 ALLS AS INDICATED ON'aDRAWINGS. SMOKE CMu CON:RETE MAS@diY UNIT OOR PLAN _ , - i,,PU,R TO THE PERFO TICE AND/OR COMPLETION OF 30. A VAPOR BARRIER SHALL BE INSTALLED ON WINTER DETECTORS SHA.L BE 120 N.L BE 120 VOLT AC ;;POWERED AND SHALL CPT CARPET A-4 SECOND FLOOR PLAN FLOOR PLAN fiHE WORK.5" WARM SIDE OF INSULATION. HAVE BATTERY SACK-UP P, SACK UP POWER: AN ALARM AT ANY ONE 57. ALL WASTE AND VENT PIPING IS TO BE TIED INTO CT. CERAMIC TLE EXISTING WASTE'-LINES. WHERE VENT STACKS 'ARE C,HT CELNG HEIGHT CLC. CEILING A-5 ROOF PLAN 51 1. CAUSE ALL UNITS: TO 'SOUND EXPOSED ABOVE'' LINE THEY ARE TO BE COVERED CL. CLOSET AN ! L DESIGN AND INSTALL 31. ALL ROOF SPACES/CRAWL SPACES SHALL' BE DETECTOR SHALT. CAUSE AL COORDINA 0,. SHE, 'CONTRACTOR 1 COORDINATE WITHALARM SYSTEM WITH LEAD ,COATED COPPER. COL CoLum A-6 ELEVATIONS CON].. COMRETE ARO Ns E~RACING AS REQUIRED FOR ALL NATURALLY ;VENTED. BY OTHER. ADEQUATE SHORING Affl, 4 CONTT. CONSTRMCRON , q,7 ELEVATIONS a 58. ALL DOMESTIC WATER PIPING IS TO BE "L',' TYPE CONTR. CONTRACTOR ' STRUCTURAL OR REMQ ~L-TASKS AND SHALL HAVE 32. ALL BATHROOMS SHALL BE VENTILATED] WHERE NO 52. EXISTING LIB HTS, WIRING i:HTS, WIRING, PL'UMBING'AND MECHANICAL DET. DETAL COPPER. Du, DuMETEq "A-8 ELEVATIONS . NS F 'SC LE RESPONSIBILITY,.'r F.oRALL DAMAGE OR INJURIES PROVIDED, _ BE ALTEI BE ALTEREDI,RELOCAT.fiD, REWIRED, AND DM DMfNsION NS . T CAUSED THIS WORT ''AND SHALL REPAIR ALL DEFECTS WINDOW MEC IS HANICA;LY -IV NTIIL TED BATHROOM VE,C OMPLETE REUSED EIPMENT SHALWHEREVER PERMITI A7, HIS OWN EXPENSE, IER.'PERMITTED. NEW -EQUIPMENT SHALL BE 59. PIPING 'FOR, HEATING SYSTEM TO BE 1" COPPER:'T0. °DNWGTw D°wwNGCS, A-9 KITCHEN & DINING ROC & DINING ROOM PLAN ' AIR CHANGES' PAR HOUR. PROVIDE 1 INCH UNDERCUT ON PROVIDED WHERE VER REQUF E VER REQUIRED OR NECESSARY TO EXISTING BOILER. EA. EACH' F'^v DOORS OF MECHANICALLY VENTILATED BATHROOMS. COMPLETE THE NARK OUTL NQRK OUTLINED bN THEDRAWINGS. ELEC. ELEcTAjc A-10 MAN HOUSE & PORCH, . 60, ALL' EXISTING=.;TO REMAIN EXTERIOR WALLS EXPOSED E sLEV' LE ELEVATION 'qp p22BT~ SE & PORCH ; PLAN 91." THE CONTRACTOR L BE RESPONSIBLE FOR THE I DURING CONS RU, TION AND FOUND TO BE UNINSULATED E.J. EXPANSION JOINT A-11 MODEL ROOM, & TERRA ~I?SHALL COORQINATE HIS- WORK WITH ALL SHALL BE, INS, 11 )OM, & TERRACE FOFNS, PROTECTION OF ALL.E' I TING AND NEW MATERIALS 33. ALL STEE-_` SHALL BE A36 UNLESS OTHOWISE NOTED 53.' CONTRACT d~I?$HALL CC AND CONDITIONS WITHI H,E PROPOSED CONSTRUCTION', OR SPECIFIED:` OTHER TRAPES'i' Ht/,ATING, VI WITH THE MAXIMUM ALLOWABLE' EAT. EzrEROR BASEMENT & FOUNDATI FN. FMH/FNISnED ' HtATING, VENTtL'i fNG', iUMBING AND j_L & FOUNDATION PLAN AREA. ANY DAMAGE GAU D 'BY OR DURING THE EXECUTaw ELECT RIGAI~,, E;T ~1.[ S'REQUIF ~I AS`REQUIRED,' FIBERGLASS, BAITING. FUT. FXTURE ION OF THE WORK IS FTHE"RESPONSIBILITY OF THE 34. PROVIDE' 6 MIL VAPOR BARRIER UNDER ALL 'CONCRETE 61. ALL EXIANO FLOOR, WALL AND CEILING CAVITIES WA LBOMD ` k - FR.o.WI9. FIRE RRETMDENr A 13 MODEL IOM & TERRACE . AN . CONTRACTOR .AND 'SHALL E REPARED TO THE ARCHIT- SLABS ON. GRADE. 54. THE OOt~TR?0T.'OR SHAL crosuM A-12 F OpR POAONM & TERRA T.OR SHALL OBTAIN ALL : PERMITS AND EXPOSED DURING! CONSTRUCTION SHALL BE MADE'S UND FP, FOROEPRFauET - ROOM' & TERRA ECT'S SATISFACTION, AT iTHE, CONTRACTOR'S SOLE CERTIFIC~f $ FE "CONSTRL lF ~CONSTRUCTI{N,,:AND,'PCCUPANCY,PAY - ',PROOF WITH,^FIBERGLASS BATTiINSULATION OR;RIGIp FPSC FAEPROOF,siELF-aosNG FRAMING DIAGRAM IOM & TERRACE BRENN DIAGRAM AN EXPENSE. 35 ALL CQNCRETE SHALL BE IN ACCORDANCE WITH THE ALL FEES, NQTIF rFALL CON( FALL CONCERNNft PARTIES, SCHEDULE AND INSULATION J GA. GUµpOE DESIGN NrS OF AMFRICAN CONCRFTF INDUSTRYL-:318 CO ORDINATE.,APE~RO.VALS OF ( ERO.VALS OF ALI~.'TRAbElAND UTILITY c~v ~Ls D' A 14 'EAST BEDROOM, WINC_ BROOM: WING- i.t 12, THE CONTRACTOR) L KEEP THE CONS1RUC nUN (A.C.I.-318) AND DEVELOP 'A MINIMUM COMPRESSIVE uMraNr rvuKn; ON IRIS F ON IHIS FROJtC l: 62. ALL QAV~fED TOPSOIC';TO BE STORED ON'.$ITjE owe. CYPSWWARReOARD LIGHTHOUSE a NORTH, iE & NORTH ,BEDROOM VY % am Z~ ' AREA AND SITE FRE CLEAR OF ALL DEBRIS AND STRENGTH'OF 3,000 PSI WITHIN 28 DAYS MINIMUM CEMENT 55. 'SHOP p AVQISHALL FOR REU 95 GYPSOM WING BASEMENT FOL ~ F - HOWD HOLLOW °ONNE *606,000n ' EMENT'& FOUNDATION INCOfWOF~~TE KEEP 'OUT' ALL UNA F ZED PERSONS, AFTER COMP4ET-, FACTOR SHALL BE 6.75. BAGS OF CEMENT PER',CUBIC ITECT FOR FRQ PRIOF PLAN, I " SHALL BE &IJBMI1"7ED TO THE ARCH Mocr HANDICAPPED NADWME, Q PRIOR TO THE', ORDERING, FABRIC nDwh - ON OF THE WORK T;H N,'TIRE CONSTRUCTION AREA lS V YARD Or CONCRETE.. MAXIMUM SLUMP SHALL, BE 5 INCHES. ATION OR a TA l4ATION OF II14ATION OF ANY?.EgUlf?t NT. TWO COPIES 63. THE (1VN RESERVES THE k; RIGHT TO REJFCIT ANY 14VAC-,,, REATNOWNTPLATIONAND A75 EAST BEDROOM WING; ROOM WING, + TO BE COMPLETELY C~NED AND RESTORED TO TfiE OF EACH b~IYBhh~,~ JA6,~gqRE RI T.A6~ARE REQU1f~D'FO'~ REVIEW PURPOSES NSTALLEQsMA1,ERIAL OR ASSEMBLY NOT PREVIOU,~ ~,Y AIR RCONpTL'~ LIGHTHOUSE NORTH , L': I iE NORTW BEDROOM OR PLAN ORIGINAL CONDITION. THE CONT,,'. HALL C( 36. REINFORCING STEEL SHALL CONFORM Tb 'A$.T.M. HH AA ouz HA CONw APPROVED VOFR 'INSTALLATION. THE CONTRACTOR 'S' HALL 3. HEMT WING FLOOR PLAN )2",,$ ALL COORDIN A-,A4L WORK INDICATED' REMOVE XII.CREJECTED MA%$ JAL,S AND SHkL"'INSTALL: Nw'. .:,KIMILATON aiPO A-16 NORTH BEDROOM WING IIG$'• WITH FIELD pJMENSIONS AND CONDITIONS` THE APPRQ 0 MATERIAL OR p~a$EMBLY AT 7HP-'' CON: 4T dOxT DROOM WINO, SECTION 13. THE CONTRACTOR LL HANG DUST CURTAINS WH s, A-615 GRADE 60. FOLLOW A.C.I. RULES FOIE 9M'DETAILING . ON SHOP M 1VIIIGS;'WITH F ACCESSORIES AND SUPPORTS FOR REINFORCING STEEL PRIOR TO ,BMI$ON" TO 1 iI~%QN"TO THE.ARCWIr•ECT FOR APPROVAL'TRACTOR'S $OLELEXPENSE., i'w: I LJOwNAOnn y'v+ ~A-17 SECOND FLOOR PL PN LWOR PLAN 626 WESY zgo4 MEET ' NECESSARY, AND PRbT~ ALL EXISTING MATERIALS ' ASSEMBLIES AND SURF F$' TO REMAIN FROM DUST Cf1~T SHALL CONFORM TO AC.I. STANDARD. CONCRETE COVERAGE LOO. LOCATION NEW YORK, NEW YORK iJ011 1 ABRASION AND PAINT'. k SPACKLE SPLATTER DURING SHALL BE, 3INCHES FOR ALL STEEL IN FOUNDATION WORK, 56. THE C7NfRJdTOR''.SHAL J dTOR'.SHALL SUBMIT P,QR APPROVAL p~u LP LOW PINT A-18 MODEL ROOM & TERRA( 64 AI,L' WORN) 'SHALL BE GU, TEED FOR ONP Y R We MASONRY ~M & TERRACE Pn.9".1123,' - - CONSTRUCTION SPLICES SHALL BE 32 BAR DIAMETERS MINIMUM: SHOP DFtA1yNW 'ONO Cllr REQUIRED FEAR 14 L, MATERIA W$JJD CUT SHES OR. SAMPLES AS MAT' MATERIAL' ELEVATIONS 4'L MATERIALS ALIES,AND AFTER;•FIpp'~~bk(ApRROVAL THE; E " Ml RAL CONTRAOTOR,cM°Au p-19 MODEL ROOM PLEVATOi SHALL SICj~x,ryy~ WRITTEN ARANTEE AS PRQVIDECI Mn,, MErn iU.5' REQUIRED FgN.TIf1S PROJECT, THE OWNEf") `TW1S .GUARANI SHALL COVER Alt F SHE aN a, M MODEL Roots a' TERRA( 14. "MATCH" MEANS f IDVIpE AND INSTALL NEW 37 WELDED WIRE FABRIC SHALL CONFORM TO A.S.T.M. BUILDING PRgQ~115' REQUIR! JI(7T LIMITED TO' TryE ,ROLLOWING GENERA : I TRACTOR PNQ ,SRJpCONTRACTOR W(1, 7Aj L ud0 .t ~?M O"EESECTION OM TERRACE BRENNAN:'RESIQ$N E MATERIALS, ASSEMBLI~ `4,AR' PRODUCTS MATCHING THE A-82 AND, A-185. FABRIC SHALL BE LAPPED 12, INCHES INCLUDING BU7 IID'T LIMITED ;K DEFECTS -Bf~3.`OyERED CURBING'"j"IE"GUARANTEE P IA' NAT MAtURA, A-20 MODEL ROOM & TERRAS Pas sage ,Epst REFERENCED EXISTIN6v 1rfERIAL, ASSEMBLY OR PRODUQT' r, MINIMUM AND TIED WITH STEEL WIRE. 1 SITEWORK OM & TERRACE 1663,(3f•Idge Lane . COMPLETELY, INCLUDING 1ACCESSORIES, COLORS' AND, A 5 NE PAVEF FINISHES, WHEN MATC,[ifl " IS REQUIRED, THE CONTRACT61R 38. A.C.I. SPECIFICATIONS FOR CURING PROCEDURES AND E)(T RE TO F F Tr xo~, 'rNOaeeeOONh(ACr IgNE PAVERS z COLOR AND SHALL BEIRED TO THE";' HER'S SATIS SECTIONS (UJ A. AT THE UQ RTCTOR S EXPEMJ P + k1 ncS', Nor TO scuE (T'RE TO BE Al~PRO 9 BY ARCHITECT Nassau Point,; NY SHALL PROVIDE SAM Of THE REQUIRED MATERALS NOT AND COLD WEATHER PROTECTION SHALL ~EOBSERVED. 2 MA$ONF~ r , • oN oaraER, r A-21 MODEL ROOM & TERRAC CM & TERRACE FOR APPROVAL v; s 1 " M - r T' OPENING _ OPC, SECTION & TYPICAL"BCI xS t'.' r SI. x * P M TYPICAL "BENT PHA$ .2' 39. CONCR€tIE BLOCK WALLS SHALL BE BONDED" WITH MGM STONE CUGM STONE5PLES, COLOR AND T . ^ r= p Y ~YPL "~0ApD, ;ECTIONS awnr rA?, '15. "REMOVE MEANS,4"% DOWN' AND DISPOSE OF THE PREFABRICATED JOINT REINFORCEMENT AT EVERY' IT RE TO 8 TIRE TO BE OVED BY ARCHITtQj, T r , NO ja„ .s AWRREeR IOa wA 1Ma . 'A-22 GALLERY, SECTIONS DESIGNATED MATERIAL SEMBLY, OR OTHER INDICATED SECOND "JOINT, UNLESS OTHERWISE NOTED 3 M ,f,,R • ru nqr a R*; REFRIDEMTmWREFEN€NCE .,A-23 MODEL ROOM & GALLER S Y M a L h. •,MCDULATIONs 41, K Ri r.-a ' _w AEW'. -REWORCINO SECTION r. )M & GPL RY 94080 S ' ITEM IN A'LAWFUL MA 'Ek,O'FF THE SITE. °'PVCTURAL °I'P~ICTURAL STEEL:'r16@TALED SHQP. n A4 ti: A~o R a rz 1 40. ALLEKTERIOR JOINTS AROUND. WINDOWS AND-DOOR VNINGS AND J#INGS AND OR,O*g'Td,ON DRAWIN(TS ar' ' MATERI SR!' + A' x, cRi v., roots a 24 SEOTION ODM, a GALLER )M & GALLERY` FRAMES', OREiNINGS BETWEEN WALLS AND RQOF$%CEILINGS IF ALL CONN JI ALL CONNECTI S INDICATED a +ac s9' R °"E " r R yyyr, +i'1 'Sin I'r TI2p p+ , - cO~R SHEIET: #e~ 16 "SALVAGE" MEANS, SEMBLE, DISMOUNT, AND S7Tdfi AND 'BETIWB N' WALL, PANELS, OPENINGS AT ?VNDTRATIONS B'er l;[pL'FABRfC NJ, [PL' F`PBRIC#TIS~ R$}RaP DRAWIHGB°I„, PH~yA CONCRETE $ J {~R ~ar28 LIGHTHOUSE PLANS -0DNE-MQODDOOR v r i, .,R PLANS GE RAL ITEMS TO BE REMQV R REUSE IN THE WORK, )OR OF UTILIT SERVICES THROUGH WALLS FL;RS,.,ROOFS, l t r 'r' tk rli { ~IFAi19NE Y ei`I l~`` ~r PLASTIC °ry"Aa " `;r T`st y# sD- GYPSU - O A ~8 LIGHTHOUSE ELEVATIO + a R Sf'd1FIGAT1QlV5^' r'' EL,EVATJOqS TRANSFER'TO THE b- N AN AREA DESIGNATED AND ALlIER SUCH' OPENINGS IN THE B` DiNf ENV 4 WOOI~iN~.PLA5TIE V"f SECTIONS' tv, THE OWNER . P ELOPE-SOU K GASKETDD, CAU4KI WEA ERSTRIPPED , TIMBEI P , TIMBER E - SHOP DRA 8f£ n „ W q : ` 4A 27 DOOR OR-OTHEkfgSEi 9, . 47 FLASH AND PATCH ;x FLOORS AND SUB-FLOORS Au Y` TMBE SCHEDULE. WING Y` UMBER CUT S9^IETR ' +;3•'xh., ` IfnC,ONCRE7E i, .;x,ACOUSYICA~ d', yr iMV.` R Wanoavt DULE N W,IAIDSIWi~ L1o/E fy ;p °rr.' r ,l~ r n tr D OP ORAi P 5 f O. s r ~r 7 $1,IOP DRAB x o r~ i ' . ' "x dx 4 ",y`. t' 4td' rNNtaT, i~ Ees/TWC ~~~fi4beY.R~~, F , 41 G01 ~S0 RESISTPNT,FLASHING SHALL ! ,INSTALLED~~1jSH'CARPEj 11SM" CARPE~JT PJ ES OF A VI OD R10I0 J uwf `tw~rtERS ~M' j d° a ABOVE A1L DOWS DOORS AND WALL,O E 1 GS. CONDITIONS SHALL B ) ~~I (OR AND` (9R AND EXl1R10 TRiM. - 2 ? ,i:' w• Y` R . s'r u'> i Y4'r; i n cONnos+~ a , 1 ALL PATCHING OFr ~.ING PROVIDQ!jF RING' AT Af L ROOF OPENIN `i HIMNEYS -AND Qnk' '"M CASE ~ T THE .NEAREST BRE PLANE OR DIRECTION. 'P AY, ROOF NP4Ci'~INTER$EOTIO.Si FLASHING;r~4 ` 1 XTEND A ti W A rS u,peO Dt M CASEW NUFACTURE T °Utz; V)~ ~rv f r 'N' al 1 1" V~ p di S ' 'W ALL FL OOR, 'IOR' ING AREA DAMAGED BYE m G FIN SHR D ' ' ',GATT I A • EiAv. IGLUQU s, ~-,,"pyr INU t"I STFroEL t~, :W ,S9 .t °DAF ~;T• n .,,tr ..v~~f / ~f, ,A Aptl E b MINIMUM', ~'INCHE9 piV5 LINE OF,I Ri'E>¢POSURE - T,FiOp'[ - r, R1 ,F~((( NOVAL- OF EXISIIN~ r LLS WITH MATCHING M(sJW,, K Y ,,ql 1- 4 R yy , 2 ffi~k , „ D FINISHES '<rT' n,(;.' EasiMr,+nY• r M d1 1. ,R x~~VTTT• S ~y I, S' "aP - '.MR 14 x "Y 1, 1 e v 00 r 3! nib 1 :a~ a. +e T xR Ui y~YC i i e ° f 1(1 f' ,yl+v .Fp ` i9~S ~d r ' ~ji Ilr ~^N `1A 2t']I'ta +.,i ~Sx :x'i +P :1 M1~ 1 ° M , k v ~9kE ' t o 'ls , x q~ y YH d} 1 - r" 4U,r 'It 1h 27 Al Ilb I1Ptdi ,s49x ti-'kl "e" i(.11 ~ .n - x s yv ex A 1 x + a;., y9r TS r ' ' F r ~J+r S. M ft,..v$ YY m ix y+ G 4 kr P : x w) t tl R hl r yh , WL , r d' Ff, 4 dA h+ s t g X t i,, q; i ,,..t.. „ , t All A~ 1x ~ a r' q 4 F ~ 1 4 ~ !y NY ~ v NOTES _ ZONING . ,i CkxE G?t5`G7~fPA76Y I. TYPICAL DRYWELL T_ ARTICLE (A. " . PRESENTLY OR FORMERLY 61 DIA. X 4' HIGH PERFORATED - LOW-DEN SITY' RESIDENTIAL R-4 .101]7/96 BLDG. m'PTr SUBMISSION E. NONE PROPERTY ; FOUNDATION DR WELL W/SOLID' ,SIpENTIAL P-46 DISTRICT CAP. 4SEE SITE PIL N FOR USE LOCATION). SEC. 100-30AI i \ 'ALLOWED: ONE-FAMILY DETAC 2. CONTRACTOR TO VERIFY LOCATION PROPOSED: NO CHANGE, FAMILY DETACHED DWELLING' - OF ALL UTILITIES, INCLUDING FRESH - CHANGE. WATER WELLS, PRIOR 'TO BULK & AREA EXCAVATION. SEC. 100-30X.3 " PROPERTY LINE \ LOT SIZE i r, .ur w4 i4 ALLOWED' 40,000 SQ. FT, MI 0OD SQ. FT. MINIMU~y,. \ yo ~~a PROPERTY LINE PROPOSED. 249,262 SQ.F 49,262 SQ.FT. EXISTING, NO CHANGE - LOT WIDTH L E%I'3T \ Q~ ALLOWED 150' MINIMUM 1' MINIMUM - CKTOP \ 4 PROPOSED:' 350' EXISTING, N, 50' EXISTING, NO CHANGE' 010A TOP iE PROPOSED LOT DEPTH DRYWELL \ ALLOWED, 175' MINIMUM ' MINIMUM - O / \ \ PROPOSED 390' EXISTING, N( dO' EXISTING, NO CHANGE 1 PROPOSED \ - FRONT YARD CATCH BASIN ALLOWED' 50' MINIMUM MINIMUM ' =1 I \ PROPOSED PROPOSED 150' EXISTING, NO O' EXISTING, NO CHANGE ar, 1~/2STORY %21STORY I / \ SIALLOWED, 15' MINIMUM ANIMUM ' _ PROPOSED: 65'EXISTING, NO 'EXISTING, NO CHANGE r , / \ LAGOON BOTH SIDE YARDS' EXIST ABOVE /GARAGfi EXIST ALLOWED 35' MINIMUM DS' MINIMUM / 1STOFY Y PROPOSED S/ 5•, PROPOSED; 165' EXISTING, NO Y EXISTING, NO CHANGE LIGHTHOUSE / REAR YARD PROPOSED -----J EXIST ROCK WALLED yP0 ALLOWED: 50' MINIMUM DRYWELL EXIST 11/2STORY - MINIMUM ' / FRAMI HOUSE iOUSE Y r'I GARDEN / PROPOSED: 190- H / PROPOSED TERRACE PROPOSEDPROPOSED/ LIVABLE FLOOR AREA TERRACE 1 S OR4 ALLOWED' 650 SQ.FT. MINIMUI AREA / PROPOSED: 8,048 SOFT. SQ.FT. MINIMUM - 148 SOFT. - - EXIST 11/2STORY - T 1'/2STORY EXIST BOAT HOUSE (7,050 SQ.FT. E 7,050 SQ.FT. EXISTING) \ TO BE RENOVATED 3E RENOVATED i AND DOCK / LOT COVERAGE (988 SQ.FT. ADI X88 SQ.FT. ADDITIONAL) - 1 \ \ PROPOSED- PROPSE / EXIST TOOL RALLOWEDt 01. UM MAXIMUM , \ DRYWELL OPOSED'?3X E SITING EXISTING / SHED BUILDING HEIGHT - ALLOWED PROPOSED: 34MQ LIGHTHOUSE IAXIMUM LIGHTHOUSE NUMBER OF STORIES ALLOWEDm 2~/zMAXIMUM RIES AXIMUM zlw LAGOON PROPOSED: NO CHANGE CHANGE \ \ EXIST BEACH \ WITH DECK EX IST DECK BEACH HOUSE WITH g~EpEb A& „ rF 4. .y1y~,~027011 ~rJ I I / FCT'ON 118 :TION 8 OCK 2 )CK 2 / T 3 3 I ENNAN 11 'vG JI W' IV ~~..1 WORKS _ INCORPORATED PECONIC BAY \ LAGOON 148426 WEST 22REU 21p.Geu,tcea Iwerr; /44W BRENNAN.,RESIDENCE Passage East- 1663 Bridge Lane Nassau Point; NY ,:PHASE,' 2 r: PROPERTY LINE / . aF»_-rr AV 9408002, aL PLOT PLAN`' ZONING 'NOTES r~ 4171,7' October,'.'.199$ PLOT PLAN SCALES 1" 40' 40` BASED ,ON'SURVEY PREPARED BY: RODERICK: VAN TUYL. P.C. MftW AC . - . , MAY 10, 1994 ie I w V i c J ~ r*l V47F SC/77PTfGY? 10/1]/9y' "BLppr DEPT SUEMg51CN, .04 111, ' " 00 r - Q -f \ I\ i I i I I ~ EXIST GARAGE A-5 001 ~ (ELEV -5'-61/29 ---I - ~ ---jai-- 12 12 ~ STORAGE \ 007 I{ fELEV -5'-7%i'1 I A- A-7 4 G~ -g EXIST CRAWL SPACE ----1- -O - - - ~1 - 11 O 002 O I 0 - - - -T EXISIT MECH ROOM (ELIEV -7'=10Y8"> EXIST ~r. EXIST CELLAR J C I / 003 Vl~ (ELEV -7 (ELEV I ~LIGHTH j I - - - - 9 / i I EXIST' C© SPAE I. 005 I I I / I A 6 ' I A7 /I QED dRCHj All Ii I 7i i Qu HF F~ r I /r _ oL w: o2sc7i ~~z OF N"cN o R a~6 5 I O BRENNAN DESIGN WORKS.r v Y"+^ INCORPORATED, . I I BASEMENT I F I 5 A-6 O 006 - 626 WEST 22nd 9 REEL NEW YORK. NEW YORK Man 1 212.YB9.112] . 71 CCrAwC BRENNAN RESIDENCE Passage East, k, x I 1663 Bridge Lane - - Nassau Point, NY . I ' PHASE 2 ~ ..;?q i /:)w"r Av ' .9408002',= . ' r? .I . 77a r U a; + BASEMENT & , 77 FOUNDATION PLAN . q 1 1^4~ z ~ f~E ANT & FOUNDATION .PLAN w } SCA.bf%" • p _ C" { ~a vtoO'er 1995 ' 5)f A p Vii. 4Y " A.! ~ scacE ~ o~ 0 5 r1' t tdJP ~ I 1 r i Ay 4y 1 A A y .k' ~ I VN rf' d' 1~ s h,l. 5 ~ ~C~• ~ f2 f f .y 5 ~i ~ f I f~ 1~ s ~,arkS r ~ I~ • Y ' f K i 1 ~ ~(.7Q 'i '~f k - All l,vf'.Y.. 1{ ti a v. M a 1 ti' f~Y' 5 rt 1 5 n~ . 1 ~,y 1 ~4 k a tZ4l 1 ~ o-{jldlu»a~X;tl h ` My I~Gt_,EY~ ,`~9, Yy 2H vtl r~'f t' - _ R r yy p~,r { yy 'r ~ 1 am .x x~ra~ ~~t~ NAIR, . r. m t, - 9 [ Yd ~ ~ J 1 'v ~,l IM r r S ~ l~ .V le ' %2 LkTE" pE`y$C1gfB7lAV 10AV.5SLOG DEPt waiessION i I, - - - - Nk, - - 13 I I. I ~ I I ~ TOILET 106 - 0 L a'. 4_ft` - 5 EXIST BEDROOM- • I ' 2 I BATH ® I BEDROOM tot ~ExIST A 8 / Ta ET \ EXIST HALL EXISTL~PORCH j 12 f CL CL ® ® (ELEV -T-9'9 \ (ELEV 3'-61/z'1 - - P / / SIC}E L-1'tTj3.{'3 ' LOUNGE i BE I L4NDR; J~ E%IST BEDROOM \ \I\ 5 i 151 3 3~ 4 EXISh EEDROOI 1ELEV 3'-10%i9I A-$ /~\_r _ _ - \ ! TOILE \ Y~ ~I v~ \ EXIST. KITCHEN \ _ L - - - - E%IST. Y _ (ELEV d,_q~q / / CL l / EXIST. Y BEDROOM rin 111 /J ' ~ 6%IST OATID ~ II ~ ~ !!JJ ` If LEY -3,_0) 1' _ - - - / \ EXIST :A4, RODM 1 \ - IST. HN.L , ~ y' I (ELEV -i'-9") \ / q VO \ 10 ' L_.- ___~_-___~L . .............J~. ~ I ~ IELEV -I'-2'9 (ELEV 0'-p") - \ EXIST LIVING ROOM / - A 8 / A F231 I EXIST, HALL ~TD r ------_l-_ _ - - CL CL I .N1t:Y' 61'I 1~ _6~ -~1-- ~I-~ 74 1,.- A I IELEV 3•-5.q I DL ---I----- - - - I l - fl a ,~h a i Ay 1 T / r WY BEDROOM BATH " BEDROOM/ 2 •+-IELEV -3-4/,") F1411 A-7 (ELEV asa i , AR ~ ~S H I 1x~ T ~ r i - i I ' T,9 '-0yp6~1 yv ~ , Lµ tlYB s _ tl ME, ~~dFNE`N \ - - - I . . _ i ~ - - - - ~ ~ ~ it ~ ~ X EBRENNAN 7 ~ \ I 1I DESIGN rrl cc~ WORKS INOORk ORATED + i P MODEL ROOMY - A3 ~ TERgILE f tELEV 3'-1'9 t A_6 J,Sqb WEST 22.d STRUT qp 'NEW Yon, NEV YORK W11 212.089.112]' ' FQ9{9:L`Gr Af4 BRENNAN RESIDENCE " Passagge East 1663' "qridge Lane - Nas9au"Point, NY "'PHASE 2 PRp.z'r M7 9x68002 rrne ~ y, " _P'I,R$T -FLOOR PLAN FIRST FUOOR PLAN' 1V October 1985 + 1 f ~If 1 t 1 1 'A, a 13v'.. 1f K„~' ` J @IrY ~ I J' qat 7~ r°~~ d4tu76 ergs' - n n( 14 hM. I 1 I i a 1.., . 1h I-~ I 4 1 e~i, Y } i • 4 y . AAFE),,. LL~SCglP!!OV , 1007/96 BIOG. DEPT 9PBNI5516N qb 3 ; y: i, A- 13 I, I i II ~ i i ~I A-8 2 t- i_ 4 I I 4 / \ I 5 3 EXIST , EXIST CLOSET - SATH ATH - 10, 10, ' j \ I 1=- ' / EMT LNYRl4 T LNYRIO ' IELEV 1'-'JY 13] I l ENIS NKL \ , \ L-. I \ II ~ ~.J T \ / ftLEV V'-T'1 r \ EXIST 9ATN EXIST STORAGE RI] IELEV 1l ! 1 g a"~ EXIST WEST BEORO F%19T WELT BEDflOCM (ELEX IT-T-1 ' <EIEV 1R•-T'•1 P _ 0 ' I CLOSET RLI ~ I _ . •i / fplT w6TCR KOkOGI - - ry/ y ~ Via{, / V V --r--- / IELEV 12'-7"1 UFFICE " -yF - _ ~X TMR 1 CLOET DESK n' r D'\gOy~ ` - - - y J; - --i - - - - - J1 ' 02257 J~D V I I RTF OF CJE O ®R 2 j --7 BRENNAN DESIGN Ur- WORKS INCORPORATED i; M I 3 O u.-s 0 626 WEST 22nd STREET NEW YORK. NEW YORK %1011 : Ali , I 212Y69.1127 f, FWJ~CT MAb&" • BRENNAN RESIDENCE - Passage East - 1663 Bridge Lane Nassau Point, NY PHASE 2' I IIW,.,-cr A17 9408002 * f. 1 SECOND FLOOR PLAN i , SECOND FLOOR PLAN A_8 . . SCALE: . l'- 0" , ONTE - 17 October 1995 t, 504 ~ ~ } 4 ~ ~ ~P J i. Oct iW9 14 31 nu " ~ ~~`Y 1 b { ~e 4 S l.~ i 1 L,_ I AP~t b I r~ Y r , 04 re o~arR~Prrav . 1619/95 KDO. o~PT.'sueMSSM , A REPAIR EXISTING TO REMAIN - INTEGRAL GUTTER, LINE WITH j LEAD, COATED COPPER STANDING SEAM COPPER STANDING SEAM COPPER' BARREL VAULTED ROOF, BARREL VAULTED ROOF, SLATE ROOF AS MANUF BY , 5 18 GUAGE 18 GUAGE 'ISEMIIp-WEATHERINGEGRAAY GREEN) y^~ OVER RUBBER WATERPROOF EXIST GARAGE MEMBRANE - / SLATE ROOF AS MANUF BY W/BEDROOMS ABOVE EXIST PORCH 1 1 = MAIN ENTRANCE EVERGREEN SLATE CO- (SEMI -WEATHERING GRAY GREEN) OVER RUBBER WATERPROOF F MEMBRANE NORTH B~~ppROOM' - WING' ( TORAGE, HALF-ROUND LEAD COATED BELOW COPPER GUTTER INTEGR, INTEGRAL LEAD COATED COPPER GUTTER,TYP W/LEAD COATED COPPER DOWNSPOUT / COPPEF W/COPPER WIRE BASKETS O.C.. - ` ' 7 y' 1 LEAD COATED A - - - ---'-1 A-7 1 EXIST KIT HEN \ 5 3 V _ COPPER SCUPPER , 1 \ QQ SLATE ROOF AS MANUF BY 'EXIST 'PATIO, Q EVERGREEN SLATE CO' O - i (SEMI-WEATHERING GRAY GREEN) - EXIST DI G OVER RUBBER WATERPROOF i~ ROOM q . MEMBRANE A-7 EXIST HOUSE ' STANDING SEAM COPPER L' ;~V \ I ROOF, 18 GUAGE SLATE ROOF AS MANUF BY 'EVERGREEN SLATE CO' (SEMI-WEATHERING GRAY GREEN) OVER RUBBER WATERPROOF MEMBRANE - EXIST EAST BEDROOM WING l 2 PORCH W/RC ,PORCH W/ROOF - (MASTER BATH ABOVE) A-7 - T STANDING SEAM COF , ROOF, 18 UAGE/ - LIGHTHOUSE NG SEAM COPPER 18 UAGE' ;'STANDING SEAM i COPPER ROOF, 18 GUAGE -'C ' 4r j ` GALLERY SLATE ROOF AS MANUF BY I EVERGREEN SLATE CO' (SEMI-WEATHERING GRAY GREEN) O \ / OVER RUBBER WATERPROOF MEMBRANE', B BRENNAN DESIGN O WORKS u INFORPORATED INTEGRAL LEAD COATED HALF-ROUND LEAD COATED COPPER GUTTER COPPER GUTTER t W/LEAD COATED COPPER DOWNSPOUT 1~ COPPER HANGERS Q 3'-O" O.C. MODEL ROOM W/COPPER WIRE BASKETS 6 O O fFRRACE,,. / A-6 INTEGRAL LEAD COATED COPPER GUTTER NEWS WISTN nY~F *011 - , I BRENNAN RESIbENOE A SLATE ROOF AS' MANUF BY " 'Passage East _ EVERGREEN SLATE CO' , (SEMI-WEATHERING GRAY GREEN) 1663 Bridge Long.: I~ INTEGRAL LEAD COATED- COPPER GUTTER OVER RUBBER WATERPROOF ~ME,MBRANE - Nassou Point, NY PHASE 2 r nn 4 INTEGRAL LEAD COATED COPPER GUTTER - ALTERNATE •1 9408002 f ~I ] , , rJrzE - ~ µ REPLACE ALL OF EXISTING SLATE ROOF (EXCEPT (EXCEPT ,L 'EVERGREEN WITH SLATE ROOF MANUF GRAY OF BY 'ROOF PLAN "EVERGREEN SLATE CO,' SEMI-WEATHERING 6m GREEN RUBBER'WATI='RP.RQOF MEMBRANE VO CRAY Jx0I QRANE e;-Fl ROOF PLAN L~ 1 4 N - SCALE:1/8° , V- O•• - - CQPPEROROO 897E ~ ' +v 17 October 1995 SCNLE ~ ] O ?e fL R51PYJ~rt'i M2,1' ~ t tY ~'':J ~]1 ' I , fCtl~ k~P u ~ Al, ds ~ji r J~ Tl~ o a, 1299 a-0, $J dff N „fir ] rrt''', ' OAl~E-, . L7E$CFlPTfbY ^ ~ ; Q 10{17/95 BLDG. DEPT. SMIADISION V R Q I ~ Q 5 O~ Q 10 - 1 4 l I MODEL ROOM EXIST MAIN HOUSE WOE 1 RIDGE - qF- - T - - - _ _ ELEV. Y„Fa,Ev. 2A-v . EXIST 2ND FLR RID"4 DORMER WITH i SLATE ROOF J . 22'-f0" T MD AR C ASSJC BUTT' DIAMOND ELEV I 4'ly CEDAR PANELING TERRACE ROOF ~ I L_ i I I Y-ELEV. IE'-]" I a EXIST KITCHEN ROM J, ELEV. 15'-1'/ Ll I ` J®©~ j ~ I I I III-- _ I h I I ~ I r II ` r --t I, I I [ERB jp. EXIST 2ND PLR FIN FL ? rrt~ LaTN l O O MODEL O ROOM FIN FL ELEV J-e/h A 10_1r EVEN -O 4- - L r- J - I - xIST MAN Fn HOUSE FIN FL y R )E YEELEV, 3'-P' _ L L.. EXIST KITCHEN FIN ~FL I aK 4 f~ Rj~~?} R j '11 i~ 1. 1 ~ ELEV. O'-p,i ELEV-I-27 -A,. iy -ly 7Y1 ~ t ~ V t i 1Tr Ant, 1, d~ v ~F 1.1C11 I ~ i i ~ ~ YhS~cI I`-'~iTd1N a'I".s5 ..GRADE EXIST GRADE 711- - - ELEV. VARIES f J 'TEAL"CLASSIC BUTT'SOUARE CEDAR SHINGLES 1 SOUTH ELEVATION GARAGE, PART KITCHEN 2 SOUTH ELEVATION @ PART KITCHEN DINING ROOM, ING ROOM,MAIN HOUSE & PORCH 3 WEST ELEVATION @ GALLERY MODEL ROOM & TERRACE SCALE. /d, _ 1, _ 0" SCALE: 1/e" l'- 0" SCALES NOTE- 1. ALL EXISTING CEDAR SHINGLES AND BUILDING PAPER TO BE REMOVED. 2 'TYVEK' HOUSEWRAP TO BE USED AS REPLACEMENT FOR EXISTING BUILDING PAPER " 3. A1.1- CEDAR SHINGLES TO RECEIVE TWO (2) COATS OF CABOT'S' STAN, COLOR' WHITE. FIRST COAT TO BE APPLED'BY DIPPING SHINGLES, SECOND COAT TO BE APPLIED THREE (3) MONTHS AFTER INSTALLATION, AF? - a. ALL TRW, DOORS, WINDOWS, YEWS TO RECEINE ONE 11) PRIMER AND TWO (2) COATS OF PANT, COLOR AND MANUFACTURER AS SELECTED BY OWNER ,~EHE1~.-...Ch/ is u 'I ~ 4 5 .~~226~1 y~~' Q Q 4 o I, I Q Q L ~E D C n p rfiOF N~~ 1 EXISTING P OPO ED I LIGHTHOUSE RIDGE I I i I _ A ELEV. pi'-11" CHIMNEY CM ELEV. 29'4_- BRENNAN I I I' I DESIGN MODEL ROOM RIDGGEE~ I ORKS y _ _ELEV. 25-8'. T 1 7=t I I ..1~ ~CH~IMNEY GABLE RIDGE 4ZILN V. 22'-10%' ~;Y~` - I 'Y E", "',ye TERRACE ft00F RIDGE r~ ELEV. ID'-)~ I :A,i' rye Iii I Witu BEDROOM - 71 WINO BEYOND WI) Csv.:. ~ I x v 626 WST:22ntl STREET' I r NEW YORK, NEW YORK 10011 r ~ g12AQG.ffiJ M M I I ji . 0 0 NNA1'RE'SIDENqE - X00 - - - - - - I I ~o I ~ I 'Passage 'East 1963 Bridge' Lone „ MODEL MODEL ROOM FIN .F~~ K K K K ROOM FIN FL A K Nqssou Point, NY ELEV.3 1 i a EaHOeeoRUOM PHASE 2'' WBIG MTERIOR v JIMN x 4n.,1A,2' - - - - 1- - - - - - G - IFL IY i:• ELEV. •1'f/z' ~,a~['/' . 1S~r~p,Kr~ n b~e e d cl~s .+r ® B J ~i~i- e q t -V N 1 e"77-7 rMy r, AV . 'iOPABE 037 ~ 'dr~ y~y.G ~ 19 t a a 940800? gyp. J~ J.v.1't~ wC ELEV../- -3 O' Y vF0 A _ d ~ ~:L.F~ r[~~~ _ '~a •1 v I TEK D' , BUTT' SDU16E CEDAR 5 AS " - r_ GRM~E`Jq,- J - J J J ELEV. -T-° r" Y u - ELEVATIONS„k`. `¢1. I T L 1-- i or v ~ 497E ' 17 October 1995 4 SQUTH Eke AT10,',"IV MOL}EL ROOM & TERRACE E'A5T ELEVATfON & MODEL ROOIM 6ACLERI Ll WM/AV Aq . 8 'SOUTH 'ELE A'GIO @ EAST B E DR,OO' WING LIGHTH U` E y . - sGALE+'/a"' '.SCALE Ike 1' C sakt. i i 1 Gc! J 2~~999Py 6 025 fl, { - j < % ~ xr r LL 4 F 1, ' ' ~~~"'111 " a4 y. it t ] I n 7 '77'11 r I ' W/17146 B4bQ0EPT.9UBN99lON - ' 6 ~ ~ 9 11 12 13 CO 7O QII 10 STANDING ROE 18 OMIGE - - LIGHTHOUSE RIDGE - - = II LIGHTHOUSE flDGE --'T ELEV, OREGROM1 ~~~---hhh---' LIGHTHOUSE N = - F U f I: LIGHTHOUSE N SLATE ROOF AS MANUF. BY FOREGROUND r SADDLE T PE Y RIDGE 'EVERGREEN LATE CO,' - I', - TO )ARCH EXISTING I (SEMI-WEATHJBNO GPAV-GREENI , CABLE L END ATTIC VENT TO M ° - TO MATCH EXISTING UGHTHOUSE INTERIOR FIN. FL. _F_ - - - - - ELEV. 22'-10yp° FIN. FL. - " ' - . LIGHTHOUSE INTERIOR FIN. FL. - F - { _ - - - - ELEV. 22'-IOy~__ \~IryE-- 'Yr ~RX` E EAST BEDROOM WING - - J - 4 TYP 12 EXIST RIDGE RIDGE - _ - - - I, STANDING SEAM ELEV.•/- 19'-T' T DORMER ROOF, -RIDGE _ V 1B GAUGE T ELEV. l6'-BI/i' - 1 STANDING 51 SLATE ROOT MMNF BY '7-COPPER FO[ STANDING SEAM BEYONDr _ 2N0 FL. FIN. CL. EVERGREEN SLATE CO.' I 18 GAUGE COOMJGEOOF, ~-2-ND FL FIN CL 18 Il ~ ~ I I ' ELEV. 12'-i01/e„ (SEMI-WEATHERING CRAY-GREEN) ELEV. 12'_10f~ ISLATE SIDING AT DORMER CHEEK.TYP III EAVE EXIST EAVE H FIN T, INTEGRAL LEAD COATED FL. EXIST, 2ND FL. TO MATCH EXISTINI D COATED CONNECTING COPPER GUTTER 1 ELEV. CONTINUCLIS FLARE ER HALL BUTT'SOUARE CEDAR SHINGLES CONN~LTING CONTINUOUS FLARED WIRT ' TO MATCH EXISTING AT GARAGE ONNSLTING A\\ Ylir">" Y 2NO FL.FIN'FL. 2NO FL. FIN. FL.J~ FALL -ELI Irr I `---'TEH. CLAfSIC BUTT' SQUARE CEDAR S"IHGLES ELEV. 3'-101/d' BOTTOM OF SKIRT ELEV, S-10'.. _ WE I v `i'f F ~u 1 _ _ _ CAST BEDROOM WINO ~I ov4 w, n Y. d c><'4e 4 n x n ! +R,ICFTi Y of 4F i - LIGHTHOUSE FIN. FL. FIN FL '.y$~' 1, 1 LOCH- FIELDSTONE VENEER FULL ROUND 8" TO 10" I, STONE VENEER " , TO ID" DIVA. /1 pyti:. t. rti y,( ELEV, 1'.E F - - - IOCA_ FULL FIELDSTONE VENEER -I'•9/z TIED ROUND 6" TO DIAM. EXIST GRACE J~. ELEV ELEV--I'-1'/p" s + , r, v JT r r I D' Y 'i7~ DIM, TIED TO O CO NC FON WALT, R: FON wxL L y_~ an TIED TD CONIC FDN WALL ELEV VARIES -Y _ j a t l'! 1 EXIST GRADE STORAGE FIN. Fl 4 EXIST. GRADE ELEV-5'dI/i' ELEV. -44'-1h" t - - - - _ _ - - - - - - - 'TEAL-CLASSIC BUTT' SOUARE CEDAR SHINGLES 4 PANEL CUSTOM SECTION& GARAGE DOOR WITH LITES I .00 SOUTH ELEVATION 4 NORTH BEDROOM WING EAST ELEVATION L EAST BEDROOM WING OM WING 3 EAST ELEVATION LIGHTHOUSE, NORTH BEDROOM WING SCALE/e•' p _ C.. 2 SCALE/e,~ ' p _ p.. SCALE. i'- D" o NOTE, ~~~p 1. ALL EXISTING CEDAR SHINGLES = BUILDING PAPER TO BE REMOVED, 2. 'YYYEX' HOUSEWRAP TO BE USED AS REPLACEMENT FOR EXISTING BUILDING PAPER 3. ALL CEDAR SHINGLES TO RECEIVE TWO (2) COATS OF 'CABOT'S' STAIN, COLOR: WHITE, + FIRST COAT TO BE APPLIED BY DIPPING SHINGLES. SECOND COAT TO BE APPLIED THREE (3) MONTHS AFTER INSTALLATION. ~~Fp A~Tpy~~, 4. ALL TRAP, 0000. WINDOWS. VENTS TO RECEIVE ONE (1) PRIMER AND TWO (2) COATS OF PANT. COLOR AND MANUFACTURER AS SELECTED BY OWNER OFIJ, 13 12 11 10 fin) 8O 7 6 7 STANDING BEV COPPER I I I ROOf. 1B OAIGE -..I LIGHTHOUSE RIDGE ;E W LIGHTHOUSE RIDGE - - I-= - 1, ---Y ELE4, BRENNAN ELEV. SI'-11" T _-14-1 ~ ~'-r_ I-"TL r DESIGN ' I! . I I I WORKS' I SLATE ROOF AS MI SLATE ROOF AS MANUF. BY - M _ -s-I INLOORPORATP L _ 4-._h EVERGREEN RE[N SLATE ''EVERGREEN SLATE CO.' 1 ' EAST BEDROOM W9RO ;SEMI-WEATHERING ,SEMI-WEATHERING GRAY-GREEN) SOpOLE TYPE RIDGE LIGHTHOUSE INTERIOR FIN. FL. :pIOF FIN. Fl. LIGHTHOUSE INTERIOR FIN. FL BEYOND i TO MATCH ENISTING - _ - - _ . _ T ELEV. R21-10%' I h ELEV. 22'-101/ GABLE END ATTIC VENT II I I ~ I y EAST BEDROOM WING IN ELEV RIDGE TO MATCH EXISTW6 . _ FOREGROUND IEGRAITTIRO ATED- _ f TYP 12 626 WEST 2i Mid sT1iEEI SLATE ROOF AS MANUF. BY IN IEGRML LEAD COATI EVERGREEN SLATE CO.'I CnPPER GUTTER, TYP TIPPER YP I 13 NEW YORK, NEW YORK %1011 - y (SEMI-WEATHERING GRAY-GREEN) I - T 2ND FL. FIN. CL STANDING SEAM (COPPER ' ~ - 211.969.ffi] ' _ r._ _ _ _ _1 ROOF. NI GAUGE ELDV, t2'-101/ ` SLATE SIDING AT DORMER - UIST. 214D FL. . I FIN. FL. Arr "r AAw 1'. } CHEEK. TYP +EIIV BRENNAN RESIDENCE CONTWOU5 FLARED 51 ;11W Passage East - 166396 Lane ITEM.- CLASSIC BUTT'SOUME TO MATCH EXISTING AT GWIGE w` - CEOM SHINGLES I Nassau Point, NY 's 2ND FL. FIN. FL.p CONNECTING ME, -IOAI, TEAL C ABSIC BUTT SQUARE CEO* INGLES V' `PHASE'2 ~ Id3a101ffi VENEER LOCAL ' FIELDSTONE VENEER ,4- 11 -L LOCAL FEE (STONE VENEER - PULL ROUND 6•' TO ID" dkA, ) r~ ) I rI4~ l' d ' FULL ROUN, W TO 10" CNI I, TO to wNe. 4,t ~ 3i YY r4 on s 1) >P ~°j '2a - ,~u~l~InwuBE FIN.n,. _ pNCFDNWw YELEV.-1-14„ mo, rcr V ' " TIED TO CONC FDN WALL L Cf 1 C( p 1 C (1 0~ _ TIED TO (j INC FOR WALL l X40$002 r 1 GROUND F4 FIN FL ' TJ7LE'y~' t 1 1• LOCQ FIELDSTONE VENEER " _ FULL ROM TO 10" qMA ELE ONS. TIED TO CONC. FUN WALL EXIST CRADE LT ELEV I I a far 17 October 1995 1 0 t^ ^ SL79LE i ~tro ' NQRTH 6LEV'ATION@ EAST, BEDROOM WING LIGHTHOUSE ' WEST ELEVATION a (NORTH BEDROOM WING Ll WTHOOSE , S SCALE: h F- 1 4 1 { SCALE• 4 ' 'fir hN.tly {'IhI ~ 4' 1 :4 I ,u'~, t ^ ~ e r I t i 1 I r` 1, 1 1 44 a Is r UI, yp r ~ ' 'ao ti<sra~rrfav " 'I~,mee Mg. DEPT. SUS"SloN, - o Q QIQ Q q ~ Q Q, PRGPOSEOLIGHTHOUSE FIpGGEE-~- f STANDING SEAM - EXISTING X a ELEV. 31'-11" T - - - - - - - - COPPER ROOF, 16 GUAGE - EXISTING COPPER CLOD SLATE ROOF AS MANUF. BY FIXED AWNING TO BE REMOVED 'EVERGREEN SLATE 001 SEW-WEATHERING GRAY-GREEN) •'H 1 EXIST MAN HOUSE RIDGE T LIGHTHOUSE INTERIOR FIN, FL. DORMER WITH SLATEIROOF ELEV. 25'-61/r' E%IETIN, ELEV. 22•n0% , - Y SADDLE TYPE RIDGE TO MATCH CEDAR OR Is Y-_ 4 E,XSY 2ND FL. RIDGE k ELEV. 22'-10" 'd PANEL NO :NG TED 'CLASSIC BUTT' As~ CEDAR SHINGLES 1 EXIST DWP1G RM RIDGE i -~I- DORMER WITH STANDING SEMI ELEV. 17'-7~/i' PROPOSED 2ND III COPPER ROOF, 16 GI TO -T IDIR X LEAD COATED COPPER ,..EXIST KITCHEN RIDGE FIN, CL. MATCH EXIST AT GARAGE DOWNSPOUT ~I _ 'i BTINDING GERM COPPER T ELEV. 15'-4%j' ELEV. 12'-1011/z' - Q I i O ROOF UI~1B UL~U I1LJU //~/~E/~/~~~y~~~`~~~ n 'TED" CLASSIC BUTT' SQUARE CEDAR SHINGLES LEAD COPPER 2ND FL FIN. FL. O IILL1111 I DOWNSPO COATUTED COPPER EXIST. 2ND FL. FIN. FL. , ELEV . J'-tOI/t ~ CONNECTING Hµ - - L _ , I~II(L[7[ET~F11111 i I ,I I o' I- Y ELEV. ]'-BI/y' I~ ~ I I G G G C O O O O r r r Ilk1~ i LIGHTHOUSE FIN FL $-4 EXIST KITCHEN FIN, FL. ELEV. ,1'-1y~ K! Y ELEV.-I'-2" ~rC-ul _-J CO COPOR CLAD BAPR ATE D EL`VAULTµO 1 IT' W/SOLID PINE COLUMNg E%ISTINGI WINDOW 70 BE REMOVED EXIST GARAGE FIN. FL. ESE T GRADE EXISTING WINDOW TO BE REMOVED W/ EXISTING DOOR TO BE REMOVED _ I T ELEV. I LOCAL FIELDSTONE WALL LOCAL FIELDSTONE WALL EXISTING WINDOW TO BE REMOVED VENEER FULL ROUND VENEER FULL ROUND 'TED' ISSIC BUTT' SQUARE I SSIC BUTT' SQUARE CEDAR SHINGLES •TEAD'CLASSIC BVTT'SOUTAE CEDAR SHINGLES 6" TO 10" DIM, 6•• TO 10•1 mm. LEAD COATED COPPER AI BLUESTONE DOWNSPOUT COPING A~ NORTH ELEVATION @ EAST BEDROOM WING, LIGHTHOUSE NORTH ELEVATION @ MAIM ON @ MAIN HOUSE, PART KITCHEN NORTH_ ELEVATION @ PART KITCHEN, GARAGE SCALE: /B„ 1, _ C„ 2 SCALES I/6 -V 7 J SCALE: 1/s" T _ 0„ I .00 D AR NOTE, 1. ALL EXISTING CEDAR SHINGLES AND BUILDING PAPER TO BE REMOVED. 2. 'TYVEW HOUSEWRAP TO BE USED AS REPLACEMENT FOR E%51WG BUILDNG PAPER. 3. ALL CEDAR SHINGLES TO RECEIVE TWO (2) COATS OF 'CABOT'S' STAN, COLOR' WHITE, FIRST COAT TO BE APPLIED BY DIPPING SHINGLES. t~ z' SECOND COAT TO BE APPLIED THREE 0) MONTHS AFTER INSTALLATION. Y A. ILL TRIM, DOORS, WINDOWS, VENTS TO RECEIVE ONE 11) PRIMER AND TWO (2) COATS OF PANT, COLOR AND MMUFACTURER AS SELECTED BY OWNER. . , `0228~..~U4- FOFNE - t, 'TEAL"CLASSIC BUTT' SQUARE EXIST MAIN HOUSE RIDGE CEOM SHINGLES EXIST 2ND FL RIDGE A_. BRENN ~T ELEV. 22'-10" DESIGN N EXISTING WINDOW WORKS EXIST 2NO FL, DORMER, PoDI TO BE REMOVED ELEV. 19'2' Y PORTICO WITH SLATE ROOF N10 ' INGORPORATEO 4~' COPPER CLAD BARREL MILT 71 COPPER GUTTER EXIST KITCHEN RIDGE W/SOLIp PINE COLUMNS O HOOF. tp GUNGE COPPER Iz^ oIN nl ELEV. 15'-41/- EXISTING COPPER CLAD FIXED AWNING TO BE REMOVED INTEGRAL LEAD COpI TED PATCH TO MATCH EXISTMG 'TEAL-CLASSIC BUTT' FE 11 526 WEST 22nd STREET SQUARE CEDAR SHNGLES - y W 7 SILL- NEW YORK, NEW YMX %1011 ' I_ SOLIO PINE AM E"LE,V . . T9p I MNIOGMIY CUSTOM N-1G 212,969.1123 " EXIST 2ND FL. FIN. FL EXIST 2ND FL. FIN. FL. ! r RNL a ELEV. ]'-ay~ r - - - - - t ELEV. 4-10/ fwo~cr Mays , I J -I 'x_11 BRENNAN RESIDENCE ' 't fi7 ° A11}+ a~ a~ i} 1 y C I tJL' ITT I-~~ I HOUSE FIN FL ? _ It N~ ~ -p1F_ I Passage East V tl Jl r I ~ ~Uf~~' r 4Q 1~ ~ "`I l q~ N S t I y ~ rU E%14T KITCHEN FIN Fl ~`4FC c r Xra~ c '~4 H I I S}s L t"` Yk ~~F1`L`r -,-'r` -I-r~` - ~y hr IJ 72~ l-<7 ifup U.K..JI ~.i 1 0~l! t I ELEV.-12" ELEV. 0'-0 t y 1653 Budge. Lane Nassau Point, NY JF ~i ~r 11 VF 'D lA ] }(~Y [ _I r ~ r` c y r r J O C(1. ~I EXIST GARAGE FIN. FL, ELEV. AR CLASSIC BUTT'SOUME ~ PHASE '2 1Y_. I I_ CEDAR -I ' I CEOM SHINGLES i 9408002 " rlrzE . ELEVATIONS . " w TTT WEST ELEVATION GARAGE EAST ELEVATION Q GARAGE WEST, ELEVATION @ MAIN. HOUSE . ~1 EAST ELEVATION @ DINING' RO, DINING DOOM s,, ,A'tober 1995 y... SCALE: /a " - p _ p" S SCALE I/s - 1- - Q~~ 61 SCALE I/a" 1' - 0l' SCP.LEI /e" 1' - QI SIM01 It 11, i9y" IE' 4k 40 k 1k d! .Caw ~.t„i t ! y, 71 V N t ~ I I as ~cs'.{ra~'pnav:~ , iomy $ a cdept. SUeuts~on EXISTNG BELGIAN BLOCK CURB Ir / I - (I BLUESTONE WALKWAY BLUESTONE WITH SAW GUT _ l\ i EDCES FOR ALL FIELD AREAS \ BLUESTONE WITH FLAME FINISH EXIST EXIST V .A EDGES FOR ALL EXPOSED ' STEP STEP - 'PERIMETER EDGES IN MORTAR BED WITH GROUTED JOINTS ON EXISTING CONCRETE PATH KEY PLAN INDICATES AREA Of WORK aa~ EXIST STEP 1 A-8 4 NOTES1 y y 1. REMOVE ALL EXISTING APPLIANCES EXCEPT AS NOTED. AS NOTED. , EDGES T' IN BLUESrm¢ MORTAR B AR EEO ON FLAME EXISIS NTNG - 2. REMOVE SHEET VINYL FLOOR. WITH PORCH AND STEP S 11/ UCTURE 3 REMOVE ALL CABINETRY. W X18 X Dt EBTON tt1NE 4. REMOVE STUD PARTITIONS AS NECCESSPRY WITH ITH SAW W CUT EDGES GES N FIELD AT LANDING WITH FIELDSTONE VENEER ON RISER SURFACES fL WINDOW ON R UNITS EXISTNG HM'DRAL TO BE REMOVED BELOW W REF REFO DRIPRIGERATOOPAN R REPLACE WITH SOLE MAHOGANY AND PINE B EXIST LVyy2~lCH CUSTOM RAILING, BOTH SIDES 'p j (46v -1, O EXIST WINDOW TO BE REMOVED PATCH WALL TO MATCH EXISTING EXI EXIST - WITH R•19 BATT INSOLATION,TYP. LXI LAUNDRY Q rv 1V SARK 01 III . 1 REFRIG DI UP wwoow REFRIG OZ 3'-11" RANGE SINN 02 O DN CUSTOM ® O ®tiPI /O •y, I I CABINETS c ® ®®j ! TOILE CUSTOM CABINETS e 1 COLLECTION HOOD ABOVE THROUGHOUT ~g0 ARCHip COUNTERTOPS THROUGHOUT KITCHEN COLOR TO BE SELECTED 112 J\ ~ BY OWNER \ $ CL .022611 O \ Ow Q ~F OF N~ IELEV ,P•Y'9 I O~ - DN ~ I SNM 03 / EXIST. FLOOR AT THIS A 4 TO - / BE REMOVED DOWN TO LEVEL O O OF KITCHEN FLOOR EF ED ED C / B-RENNAN ~k WINDOW WINDOW , DESIGN' O I L sINK EXIST. DINING ROOM WORKS „ . INCORPORATED ;'r... LELEV Y-2") (ELEV 0 O`) - ED E) Ea EXIST. THRV-WILL GRILL VENT TO BE REMOVE) . A. CE WINDOW PATCH WALL TO MATCH EXISTING ' EXIST COPPER CLAD FIXED o ~1. I AWN% TO BE REMOVED A_8 PATCH WALL TO MATCH ep L25 WEST 22.0 STREEE„1~ ° j NEW YORII. NEW YORK Wl 212.iBi,1123 "r' <A mmt- BRENNAN• RESIDENCE - Passage East wwmw ASSCMBLY, fG 1. rL WINDOW 1663 Bridge Lane Nassau' Point, NY APPLIANCE SCHEDULE RANGE- 'THERMADOR'48" COMMERCIAL-STYLE DUAL-FURL RANGE JRL RANGE " PHASE 2 HOOD- FINISH ON CONTROL PANEL WCT'AV DISHWASHER1 'MEILE'MODEL -GS90-ISTAJNLESS STEEL FINISH ON COI 94QBOQ2 i REFRIGERATOR 01: r ~ REFRIGERATOR 02: _ KITCKEN & DINING ROOM hi i PLAN r 07, October 1895+ 111 , r E y l i y' Q 4 r y"' 7i Y ir.~y~ s ' r. KITQHEN & DWII% ROOM r:~LA Y~LAN MAW AO ~ 1 f r ORa ~IJ SCALE; 1/4" 1 0 ~ e n t • r i ~ t11 ,I 'GLt ,-I7, d995, ,fir. SG 5D ~n .-i, .,t,~• i bp, d 4 , r n d k,' .r „ - r r x i ~ pa!. r,tl; ,Y DOOR , ' Li9lE G6'SCg1077pY 'fir' -',~i REPLACE EXIS WIT AC=IS DOOR I> 1E TO MATCH I OR ;S DOOR EXIST WINDOW TO BE ' 'O' OR REMOVED, PATCH W/J~L p - 10/17M BLOC. DEPT, SUBMSSpN'- APPROVED EQUIVALENT IT TO MATCH EXIST 'oC1 / - WITH R-10 BATT INSULATION' i~ I ~ SILL HT. E EV -1'/~• _ AT LANDDIG - _ X 1gff PORCH IS" 18" % UT % S BLUESTONE L FIELD I L+r 'I H2O - I SAW WT EDGES FOR ALL FIELD AREAS 2" WITH PLANE WINDOW &L EXPOSEDE PERIMETER EDGES NISH FOR IN MORTAR BED WITH GROUTED JOINTS M 12" DDk BOTH SIDESD PINE COLUMN, i T - 1 % SOLID MAHOGANY AND PINE CUSTOM II RAILING. BOTH SIDES r KEY PLAN CL ~g EXIST. FOYE - { N ® INDICATES AREA OF WORN CL 9 21 ; -/ice SHELF M ROD J CIRCULAR WINDOWS ® JQ TOSREMAIN EX ST. DINING RO( ST. DINING ROOM 14 1} \ ~fELEV -11-211) ,:ELEV -11-211) EXIST. HALL Off, 122 r _ ' (ELEV O'_D") r r ' i EXIST. LIVING ROOM 0 123 !r - I I (ELEV 0'_0'•) j/ I ~r CEDAR FALSE COLUMN, TYP II I A t F- ( M1 REMOVE AND STORE WORD PANELING i ~pl Apo Akcy, 0271 I i- y- - 12" DIA SOLID PINE COLUMN, I TYP _---I- - q 0226'({ ,~OC~' ELEV -0'-- II TFOFN 1-- I" I c STEP 61RADE ELEV -1'-.~'/z" \ ~ . INTERIOR STUD PARTITION 1 _ I I TO MATCH EXIST TUD EXIST PianrnN B R E N N AN EED I I i _+W/1/2" GYP BD THIS SIDE ONL 111 OQ / w/souxDPRGOPnuc ?OQ`l Q THIS SIDE ONLY DESIGN CEDAR! i/~SE CO N,T P GALLERY WORKS ~E ~ - :Y , r i INCORPORATED (ELtV -049 9 lp I 1 ry1• ~ L~ I / ' h, FIELDSTONE VENEER BELOW -E -E BWEBTDNE PERIMETER. O TYP. n E~ 9 , a 923 . T 22nd STREET ' NEW YOAN, NEW TORN IQ011 a 212.9894123 ~Or J I. / GRADE ELEV -1'-jI ' - , BRENNAN RESIDENCE I ~z' PLANTING AREA Passage East BLDESTONE PORCH X X BlI lE WITH 1663 Bridge Lane Nassay Point,' NY SAW LOUT UT FOR R ALL ILL FIELD MFRS EXPOSED WIN TER BOOM &L 7' B EXPOSED ONE EDGES IN FLAW FINISH FOR ' W MORTAR BED WITHTERO(OTEDB D WITH glOURED JOWTS , O G ELEV~ 9~' 'EL 2 / - b ,PHASE Im ecr w - 9408002 rrlzr LIVING, ROOM & PORCH t COLIAMN TO BE LOCATED AT - :IMTERSEQTIDN OF GRIOLINES ,6 PLAN / - T&RRACE REV 2'-7„p I dorc •Y! r 1 4' HAVNCHED GOING, SLAB ON GRADE _ - , RENF Wt 6,X 6 W29 X.W2.9 WWM - _ 17 Qctobgr 1996 AND W •4 RPM AT PERIMETER - - I REMOVE' EXIST BRICK PATIO 1 v J - - ' '19.~ o AND EXIST CONC. SLM AS REQUIRED aaorrAV nv' 1 LIVING' ROOM & PgR,CH F, Lbo PLAN, PLA,N sckE: l/4" T - 0' . s 1 7^ + n' { ~Ort ]l. ,995 ~I5.SI a9' ~ ~ f Y~v : 4 T I r f 4,'.,, ~ L 414. . I A k f Y ~ r,flk ~ Y. 1 r I 1 1 ' _ p9T6 4ESkWIPTIpy , .10/17/95 BLDG. DEPT. WOMISSION I f EXISTING CRAWL SPACE 1 I OOS , i i EXISTING CONIC FOUNDATION WALL TO REMAIN I ~ i COLUMN TO BE LOCATED AT INTERSECTION OF GRID LINES '5"AND '0' i _ - REMOVE EXISTING CONIC FOUNDATION _ TO 2'-D" BELOW GRADE i 12" x 24" REINF 12" CONIC FOUNDATION AND SPREAD FOOTING FOR.FIELDSTONE VENEER CONIC FOOTING VJTEX EXP. JT PVC CONDUIT THROUGH WALL DEMOLITION NOTES, 2 HVAC CHILLER PIT ? EXP. JT~ ' 1. REMOVE ALL EXISTING STUD WALLS IN THEIR ENTIRETY, INCLUDING SIDING, SHEATHING, 4 STUDS, INSULATION, PANELING, ETC. ' 2. REMOVE ALL EXISTING WINDOWS AND DOORS IN THEIR ENTIRETY 3. REMOVE EXISTING ROOF STRUCTURE IN ITS HAUNCHED 4" CONC SLAB REINF W/ j •r e•-e s^ ENTIRETY, INCLUDING SLATES, SHEATHING, 6x6-W2.9xW2.9 WWM AND •4 REBAR d- e•-i ROOF PANELS, WOOD TRUSSES, ETC. AT 16" O,C. IN BOTH DIRECTIONS - i CL VERTICAL T&G NO ICEDAR OVER l c 4. REMOVE EXISTING FIREPLACE IN ITS ENTIRETY 6 2"x4° STUD WALL L- - a EXISTING CONC SLAB TO REMAIN a is-p^ UP ( ~~FFD AROh,~ ' 5. REMOVE EXISTING HUNG CEILING IN ITS 1 ENTIRETY 'CARLISLE EASTERN WHITE PINE F- _ _ J _ - - - 1 > FLOORING 8" TO 12" WIDE T&G U~ '6.REMOVE EXISTING VINYL FLOOR COVERING ON Yx" PLYWOOD SUBFLOOR OVER ° CHILLER 7. REMOVE EXISTING STAIRCASE IN ITS ENTIRETY CRUSHED STONE FILL COMPACTED IN w 2"x4" TREATED WOOD SLEEPERS ~ Q ITYP 5" TO 8" LIFTS x 8 REMOVE EXISTING IRON RAILING HORIZONTAL T&G NO iCEDAR CURVED~ WALL W/ FRAMING AS REQUIRED 'r-=1 9. REMOVE EXISTING GARDEN WALL IN ITS ENTIRETY i "OFN 1O. REMOVE EXISTING PATIO IN ITS ENTIRETY i I . 12 CMU WALL REINF W/ •4 'REBAR AT _ 4 18" O.C. AND HOR TRUSS REINF AT EACH COURSE DOWEL INTO EXISTING 12" CONC WALL REINF W/•4 REBAR ' INTEGRALLY CAST GONG GRADE BEAM j TO REMAIN CMU WALL W/•4' REBAR AT AT 18" O,C. HOR AND VERT. CEMENT w 16" O.C. STUCCO FINISH, COLOR TO MATCH - i'WR EN' NAN' ' REINF W/(4) •6 REBAR AT 5" O C. 1 BASEMENT FIELDSTONE VENEER ESIGN ARKS 9 \ O , TERRACE S - - QD 61 TERRACE (ELEV-8'- 5" AT SLAB) ..F . a '''ll INCORPORATED' ~i SLOPE 22,.. I '3" CONC PAD AT EACH CHILLER ON 12" GRAVEL BASE REINF K W/ 6x6•W2.9xW2.9 WWM NOTE; 1. BLUESTONE TOPPING AND STONE VENEER OMITTED - -Tq FOR CLARITY .'q ppRBbJ~99T 2bd STREET ,M REM' YORIf, NEW YBRN %1811 . 212.OBB.112J 18"z18" CONC BUTTRESS TIED TO CMU WALL s•.o„ o L 3" GONC SLAB ON COMPACTED CRUSHED STONE FILL REINF W/6x6-W2 9xW2.9 WWM 0 - p B 1 13RENNAN RESIDENCE „ Passage East 1663 Bridge Lane' m. s Nassaw Point, NY' - - - ' VERTICAL T&G NO 1 CEDAR OVER 1-0 CY- - - s 2"x4" STUD WPLC i W M 0. ` 2'-4" M.O. 1'- 2'-1 M 0, 19 "a0 rl °w I-s M 0. P-E'• 2`4" J PgTAlCT ,Rb p 9408002 MODEL RQOM & TERRACE 6(SEMENT;& EOVNDATIQN t „ PLAN' - '~:T - 1, CONC FOUNDATION AND 5PREAD EXP EXP. JT J JO J J J FOOTING FOR FIELDSTONE VENEER 6 EXP JT nee VEER WL 12" GONG AND FIELDSTONE VENEER WALL - - IJ - -12" CMU; AND' FIELDSTONE VENEER WALL ' 'REINF WA'"+4' REBAR 'A1 16 ,O,C. VERT'AN O0. VE TALAND - - 17 October 1995 REWF W/ 04 RFI8AR AT 16" O.C. VERT AND FOR t I I. HOR TRUSSREINF AT EACH COURSE I COURSE. SO& e :F 1144 41 MODEL. ROOM. & TERRACE BASEMENT, & FOUNDATION PLAN 1 ORpM/ryY A t • . 4rrv ` i X ~i ' ,gyp X 4 HAUNCHED CONG SCAB ON GRApE' IN OR1!11EL ,y I P e 111 N SCALE 114 P~ Oil M 1 7 1 K - PEW W/ 6x6-W2.9xW2.9 WWM AND f2f 4.REBAR AT PERIMETER METIER . y I ' it ar-hn- ea i - I es1~; a d." E i ~~~~t flct. 11; 1935~ iµ 5 ftd i Y A P Y' I n R Aevrs~avs " lkr~ c~srArPrrcrw 10/17/95 BLm DEPT; SUBWSSION r i i TOIL DN fLwINDDw 125 EXIST LIVING ROOM 23 (ELEV 0'-0") CL J: KEY PLAN 2" X 4" INTERIOR STUD WILL % GALLERY Y'7,, 14 W/I4" GYP BD BOTH SIDES W/$WNDPROOFINO, TYP N ® INDICATES AREA OF WORK 1 (ELEV -0'-6") BEDROOM - Y 14 1 I ~ELTV I I r T ll, ELI -DN - - fi - - - 6 1 -II -~I D' T.T' __JI 9RC7 I_ 11 = r If I _ I---- BELOW Q10" J T" COUNTER WINDOW ' ICE MMaER, ' _ II I UP J DEMOLITION NOTES L- PLMITING AREA REFRI r - 1 REMOVE EXISTING ROOF AT MODEL ROOM IN ITS ENTIRETY. INCLUDING 2 I 1 - _ (ELEV 2'-p 1 BELOW cWINDOW n, SLATES, ROOF PANELS, WOOD TRUSS, ETC - - _ ~ SINK - _ ~Wlwow 2 REMOVE EXISTING WALLS IN THEIR ENTIRETY INCLUDING STUDS, pf _ - _ - - - - _ INTERIOR PANELING, EXTERIOR SIDING, INSULATION, ETC. . - ELEV 2.-].. E4EV 1 ENP JT COLUMN TO RE LOCATED ELLEV ,2' 3. REMOVE EXIST, WINDOWS. AT INTERSECTION OF GRIDLINES '5'4 'O' p 4. REMOVE EXIST. FIREPLACE & CHIMNEY IN ITS ENTIRETY. - - - - --i - - O - _ 5 - - I'e^ X B" POST X asT ` I - . ° e" b I 2 5. REMOVE STAIRS AND RAILINGS THROUGHOUT. - ELEV-o'~IO'~ iv 6, REMOVE EXIST, FLOOR DECK AT GALLERY IN ITS ENTIRETY REMOVE PARTITIONS AT GALLERY AS NECESSARY ` sLOn +p / ID \,~~PgD AROy~r 5RS7t q DOOR rEWmGGw e ELEV 14,. 4T®12" i 4 I 2" THICK BLUESTONE STEPS WITH - ~ \ B w° T' X B" EXTERIOR STUD WALL DLE~ ZI'-T I GYP INTERIOR /T 022 EDGES DCES IN MORTAR BED WITH FLAME FINISH % p' POST R-1 GATT T INSULATION p" % p" POET 'OF Ng`pt GROUTED JOINTS, LOCAL FIELDSTONE VENEER - ON RISER SURFACES i_ AL _ PLYWOOD 'TY/ CVEK'HOUSEWRAP E~L "CLAS iYP TT-SQUARE, EOPA SHINGLES. BRICK VENEER TO E'EN( 2'-4" MODEL ROOM =-l TXMT TIED BLUESTONE HEARTH TO FIREPLACE I ~1 0 131 III STRUCTURE BRENNAN TERRACE c TERRACE - (ELEV 3'-1'9 Ip DESIGN ! IIk ='I~ WORKS Z DOOR INCORPORATED, ' UO 2X SOFt 2X •K G _ LOCAL FIELDSTONE 2" THCK ONE PLINTH BLUESTONE TERRACE i VENEER INTERIOR COURSE RSE WITH ITH FINISH EDGES 18" X 1E" X PI/(' SLUSTONE WITH SAW S W FINISH TIED ED T TO MORTAR BED FI-D W17 WITH GROUTED FIREPLACE STRUCTURE JOINTS, TYP Y i 'RI \ CUT EDGES FOR ILL FIELD AREAS - 1'-9" WIDE R 2" THICK BLUESTONE WITH FLAME FINISH ODES FOR ALL EXPOSED 8" X 81• POST I - UE% 2'J' PERIMETER EDGES IN MORTAR BED WITH I , GROUTED JOINTS - - - - - - y:_ - - 26 WMT 22nd STREET YORK, NEW YORK KWil' .T L1 _-DST 21'2.980A4J n -Y l / 7 7 BREN& RESIDENCE Passage East I 07 -AOL 1663 Bridge Lane INLAD BLUESTONE 'COMPASS' \I~=," \1L Nassau Point, NY - } v - - OOOlt - -WINDOW v PHASE, 2 2X HLE 2'-7' ~I - - - s' Jswaa~cr AV ~ TL_"I 2X AI 2X .,T 9408002 ; SOLID MAHOGANY AND PINE M CUSTOM RAILING, TYP 6. ' i - ' V X e POST e X V POST r. ~ 09LERY„ MQDEL" RDOM l' k f/ I•N" I T 1. T-p ~ 2 ? REV 2' TERRACE FLOOR PLAN + i EXP JT 901110 PINE COLUMN, 12" DIA TYP 4 . CEDAR FA! CEDAR FALSE - I OK OK - V O _ CEDAR FALSE t 'COLUN, TY COLUMN, TYP 4~ up \ 2A' -0^ 4+0" ' ^7~~> COLUMN. TYP . C ' - 1T Octpber 1995 t/4,, . ~ WINDOW fE'WINWWI WINUOW '('WINDOW 12-1 ~ BLDG _i „t' ~-i N 704M, AV- i a 1 7. m x 6~ I„ 2 ~ . f c h a ! ~i n2 FF OLH. 17, f D , 6199 15 53;c8h ~e r^V ' W} s' l r r I +fi g I bx P ~ '~'AI k~ k1. ~ I r r 1- f r' Ff: v ry i $ t V" Y r f rN 1 ti1~5~ r i ' i? M1 r 41 10 • ` ..fLrS4'H!/~JfQV 10/17106 BLDG, DEPT SQBM44PN I 1/ y ali I , y' I i d IC-C" 12•_4•1 . i 12•_4•• I - 12,_4„ 12-4" i I - - it BEARING WALL Ii o BEARING WALL i i 8" X 12" PINE PURLIN I+ ~t (teA, 8" X 8" PINE POST I - - - - _ I • - I- - -I - i e-QEDARph~T yl'.,. ~gB ~ I Y I l 8" X 14" PINE PRINCIPAL RAFTER / VALLEY f - VALLEY RAFTER EXIST 2" X 12" AT 16" O.C. o TO REMNN 4" X 6" PINE COMMON RAFTER -~I I I j 00, - 4".% 6" COMMON RAFTER 8" X 16" PINE RIDGE I - - I - I _ i 1 6" STRESS SKIN PANEL REVERSE REVERSE CABLE RIDGE I 1 ii I 12" DIA SOLID PINE COL i - - - - - I - - - I - CHIMNEY BRENNAN CHIMNEY DESIGN WORKS n, ' IN(:O KYORATED `E%IST STL COL TO REMNN EXIST ST EXIST STL COL TO REMAIN I ~ - = ~ = ` = - I • = = i- = =1 = if I I IL _ _ I ' • I I 8" % 14" PINE PRINCIPAL - - „ b EXIST STL BEAM TO REMNN EXIST ST EXIST STL BEAM TO REMAIN B" X 8" PINE POST B X 14' RAFTER o 'm RAFTER 8" % 8" PINE HAMMER BEAM I - - - - _ - I- - I 4" % 6" 4" % 6" COMMON RAFTER NEw26raW. NM Ya KEU MIT- + 1 8" X 81' F 8" X 8" PINE POST . PRIMCC7 Af4A6 ` BRENNAN RESIDENCE rt ~ 1 Passage East' ` - 7883 Bridge Lane Nassau Point,. NY - - - - 1 BEARING WALL BEARING BEARING WALL - ,9W,6Cr AV 12" DIA SOLID PINE COL J i04WOOo TJ Ilk • BEARING' WALL M 4-~Rp4M & TERRACE F~ ,,Vl ~ DIAGRAM' Gct0o,r g, 95, t /~,X FLOOR FRAMING DIAGRAM ROOF FRAMING DIAGRAM N.T.S. r f N T.S' Av II 1 , 3 I'. 1 a' - Y t ~ ~ # r1 r ^ I V L' [Zy. , I hF. ` + rn a r -1% 17 p . 8 I' NORTH BEDROOM WING - " - _ aarE t" iprrzw i, lomiBS BL0:, DEPT, SUBMISSION IJFX +„-F 2" CIA PVC - - CONDUIT 2" CIA PVC CONDUIT -.p IP.~+ AT 2'-0" M AT 2'-0" AFF ELEV _ HY n Hp. 7 o i i ,TYPICAL BAY ELEV 0.16") 34 ~ I ~ / I o Il~l~ "i t-S M NOTE (THIS DRAWING) ~'-9'/z"1 ELEV 's DRAWING) 1.6'j7-li' DOOR , • TOPI OF LATE ALL SPOT ELEVATIONS IN ELEVATIONS INDICATE TOP OF CONCRETE EXCEPT WI _TE EXCEPT WHERE NOTED ELEV a'-to'o 1 ° - OTHERWISE 4" QlA ORA1N TO o DRYWELL, TYP H.P. 1HP r l ELE 12 (2 q n KEY PLAN A,. ELEV ® INDICATES AREA OF WORK 12" REINF CONIC WALL N Wh4 o RE BAR 16" O,CVEC l' STORAGE 4" CONC SLAB ON RT AND HORI RIZ \ O 7 ~r 351 - b m 4" COMPACTED GRAVEL BASE 1-0^ TYP (ELEV 5'-7/2') 4 REINF W/6 X B W29 X 29 WWM SLOPE TO DRAIN 0 0 Q7 t 7 _ DOOR w n 37 I I (2) 4" DIA I (2) 4" DIA PVC I CONDUIT CONDUIT EL 0 4 4•-2.• W I I , -y 6 Y ^ 4 FIELDSTONE VENEER END ELEVATION VARIES D `I - - o E•• DOOR M I ~ b EXISTING PROPOSED E \ E EV 21.1 T, O ~ 2 (4) 4" CIA PVC CONDUIT r ELEV AP? ELEV. _ 1"-10 9 3" RENE CON SLAB ON COMPACTED 4" GRAVEL BASE G ,}547 r 0 12" REINF GONG WALL ' W/•4 REBAR AT 16" O.C. .I, EV EIE~VF • CONDUIT VC 1 VERT AND HORIZ _2/-0" EV THRU-WALL VENT AT 2'-0" AFF 4" DIM PVC yf, 0220TT ypN~ /y I CCND,UIT j Or NE~~ I I \o o ~ ~ 2•.n.~ ,~.5.. ~ of . I i BRENNAN ALIGN _ 3" REINF CONC 5LA&"II N DESIGN LIGHTHOUSE COMPACTED-4' GRAVEF BASE , WORKS INCORPORATED ~ 1 to _ _ - 1 n e E3E V r M <v ALIGN TOP O CO ST _ 1 W/EXI L- LIGHTHOUSE CONDUIT VC_. /---4 e .v C o„ E 1 v 8 n_4n H - H"1 I~2 529 WEST 22gO STREET NEW YORK, NEW YORK 10011 LEV 11".4„ 212.9991123 t ry n I EXIST CRAWL SPACE Awccr love 005 ~ ry LEV -1"-, BRENNAN RESIDENCE II m Passage East j EAST BEDROOM WING 1663 Bridge Lane Nassau Point, NY FIELDSTONE VENEER FND - r -ZCONC SLAB ELEVATION VARIES - ,J? PHASE 2 " 'THRU WALL 1 WALL VENT, ~ A Ilm.ECr Aft ACCESS WAYS 'I REINF CONC WALL ¢ 9406002 ~w W/•4 REBC AT 16" O.C.I co - L7 VERT AND HORIZ nnE Trv l/_t -2'-2" V I F - , •'EAST BEDROOM WING, - I: VIF _ LIGHTHOUSE & NORTH - BEDROOM, WING, 6 BASEMENT & r~ FOUNDATION PLAN„ - morE - ALIGN o i 17 October 1995 i - e' 10" 2'_7" ,_1 „ scay~ ( p) LIGHTHOUSE B WNGH BEDROOM A 0940"AG A!7 r I - EAST' BEDROOM' WING, LIGHTHOUSE.^& NORTH BEDROOM` WI [)ROOM` WING e' 'a 1 t BASEMENT &.FOUNGjATIO'N PLAN a.' 4 EXISTING O PRQPOSED ' 41 - 1 . . r 11 I 4 ~ 1 ~ rv a ii ~f r r 10/17/95 BLDG. BUT. Sp9MS510N 17x_6„ t NORTH BEDROOM i O WING 13 2 X 6" EXTERIOR STUD WALL ' I ,r 0 - - 112" GYP BD~1NNTERIOR R-19 BATT INSULATION ° I/2" CDX PLYWOOD SHEATHING - f 1 r_ in 'TYVEK' HOUSEWRAP 'TEAL' 'CLASSIC BUTT' SQUARE Y O ' (O CEDAR SHINGLES, TYP A I b ' h ~ per-. WINDOW 4 BATH F15--31 BEDROOM 152 1 KEY PLAN ® WOICATES MEA OF WORK OA II LOUNGE q 151 WINDOW - o -I I O - ' (ELEV 3'-101-/2-°-) I 2" X 6" EXTERIOR STUD WALL '/,"GYP BD INTERIOR 18" X 18" 1%p" BLUESTONE 2" X 4" INTERIOR STUD WALL W/1/2" GYP BD BOTH SIDES R-19 BATT INSULATION WITH SAW CWT EDGES FOR A.L 1 L A57 W/SOUNDPROOFINGP TYP. /Z' COX PLYWOOD SHEATHING FIELD AREAS ` g" I o 'TYVEK'HOUSEWRAP 2" OLUESTONEE WITH FLAME 'TEAL"CLASSIC BUTT'SQUARE FINISH EDGES FOR ALL EXPOS 1-1) Zr.err CEDAR SHINGLES, TYP PERIMETER EDGES IN MORTAR! BED WITH GROUTED JOINTS I I 11 A3 T. 12" DIA. SOLID 31 I PINE COLUMN - - a BOTH SIDES BEDROOM m i' ©I 150 O 1 - - - WINDOW o K M OAK / - RAIL, W/BRASS O HDWR. / - _ 2" BLUESTONE TREADS WITH FLAME WINDOW (L WINDOW O b FINISH EDGES FOR ALL EXPOSED' EgEp ARC PERIMETER EDGES IN MORTAR 1t ~Y n BED WITrH GROUTED JOINTS REMOVE EXISTING CONCRETE STOOP ' 6R 71 WITH LOCAL FIELDSTONE VENEER LOCAL' FIELDSTONE VENEER KNEE IiIALL I ~nNE 77@10" j RISERS 1pALL W/BLUESTONE ".AP ti '.AP ti ELEV 'i REMOVE EXISTING III WITH FLAME Fit SH g IIIBH 'g _A}____ 2,F~- OF N BATHROOM FIXTURES EDGES I REMOVE EXISTING BUILDING 'I PROJECTION, INCLUDING FOUNDATION - ~POR~ H TO 3'-0" BELOW GRADE - i , 1 S WITH SAW CUT EDGES FOR ALL 't / WINDi W FA_i oDw FIELD AREAS a 2" 13LUESIONE: WITH FLAME FINISH EDGES FOR ALL EXPOSED BR~E+NNAN f I 'D`4~V/i" a PERIMETER EDGES IN MORTAR , DESIGN" ALIGN _ --I----- _ _ _I_ ._1.1 H>~JII?I BED WITH GROUTED JOINTS WORKS r INpV KYVKAI ED ON ' I I m I N ~ 8' DN EXIST. HALL (ELF= T-111Z2"1 Y 4. LIGkI ~ I r a 1R071 i 7 (E EV I -1f "Ai SLOP- E Z LIGHTHOUSE M Q 1^ ~ ~ 528 WEST 22.6 STREET 3 6 Z-8-- r 140 T-11" 11' II _ r OF NEW YORK, NEW 'YORK Moll 212.989.1123 0 3 0 r a r M ' C CL BRENNAN RESIDENCE 22 CL ko-z ~I 23 - - (ELEV Y-8") a:( ~i Passagge East 1663 ~ ridge Cone" Nassau Point, NY - -25 - - - EAST BEDROOM WING CL i - PHASE 2 12 n. 26 KD (ELEV ,9?„ECrAV _ BEDROOM BATH BEDROOI,A CE WINDOW ra_ 9408002 , : 1-41 143 , I y FRE¢ STANbIN~ J~ SPINAL ST CASE S • _ I I 2 ! I 1 I WMANDRW4^; P ~ ~ i 'a EFi$T BEDROOM WING, NORTH BEDROOM -'WING ' fL'OOR'PLAN u 4"rF ~ - tiY ' - , 17 Oblober~ 1995' ' e'-7., 9'-~„ LI s 1aa~ t tik 1 .WINDOW 4 lgwlNpOW 4Y4 YII OW H i w ~ ~ '9'• ~ I 8 3" 10" 8 3 11 6!! k-'1! J ! !i' " r gNORTH BEI)ROOM EAST QED%OOM WING, LIGHTHOUSE LIGHTHOUSE WING - BEDROOM „ING FLOOR PLAN ° use & '.NORTH opAVtn~' ~ „i 6D 6 11111, r0 6, t EXISTING a.{ 1' 1 1 F~d4 T3 t 1„ J. i71 QAL 1 o a 1-; 1Mi „y 1t I s . , T, I yjJ~ , P ' n e 1. i I. 5 .1 i u ' ' r~vfsrcws " ' ' 6147£, „tscRiarrcrv~~ 10%17/95 81,DC. DEPT. SUBMISSION y I LIGHTHOUSE (BEYOND) SLATE ROOF AS MANUF BY 'EVERGREEN SLATE CO' (SEMI-WEATHERING GRAY-GREEN) OVER RUBBER WATERPROOF MEMBRANE SADDLE TYPE RIDGE CEDAR FACIA TO MATCH TO MATCH, EXISTING EXISTING ! I I - 2"x12" RIDGE REMOVE EXISTING GUTTER, FACIA, i, AND SOFFIT. FLASH STANDING SEAM ROOF INTO SLATE ROOF SLATE ROOF AS MANUF BY j 'EVERGREEN SLATE CO' BY .71lI I (SEMI-WEATHERING GRAY-GREEN) Y-GREEN) 3 - - - , - - - - - OVER RUBBER WATERPROOF MEMBRAN ROOF MEMBRANE ' STANDING SEAM COPPER r- ROOF, 18 GAUGE OVER ' DORMER (BEYOND) - RUBBER WATERPROOF DOF MEMBRANE I ~I RAFTERS 2"00"' AT 16" O.C. D.C. INTEGRAL LEAD COATED - R R-3l„ BATT INSULATION 11 w. COPPER-GUTTER W/INTERNAL - CEILING JOISTS 2"x B" AT 16'!0-C. J 1V D.C. PVC LEADER AND COPPER WIRE BASKET A 12 INTEGRAL LEAD COATED D CEDAR FACIA TO MATCH " 12 COPPER GUTTER W/INTERNAL 7ERNAL EXISTING - PVC LEADER AND COPPER PER CEI CEDAR FACIA TO MATCH EXISTING FIN. CLG. WIRE BASKET t EXI YELEb, 12'-10]x"_ ( {I ~ ' I YELEV. 14,_p„ , R-1! " 6" STUD -1' 4. •l II ? x GYPX BDR INTERIOR WALL R-19 BATT INSULATION /2 " WALL 12 RAFTERS 2"x8" AT 16" 0 C j- R-19 BATT INSUL 4ELEV W-Q/," %2' COX PLYWOOD 2"x4" BRACING 2" " x 10" FLOOR JOIST AT 'I 'TYVEK' HOUSEWRAP 2 CEDAR . CEILING JOISTS 2"xB" AT 16" O.C 16 2" O.C. 'CLASSIC BUTT' SQUARE CEDAR 16-1 SHINGLES (TYP) I - ~ R-3 R-30 BATT INSULATION ~H EXISTING ~~y 9 qA ' 1"x3" CLEAR CEDAR V-GROOV/E ,FIN FL. I FLARED SKIRT TO MATCH EXISTING E EV 3'-tOT/2-,-'--DOUBLE 2" x 12" ANDS/4" x 10" 8" X B" SOLID' T&G CEILING i PINE BEAM 12" SOLID PINE COLUMN EXISTING STUD WALLTO REMIAIN, FALSE CEDAR R-19 BATT INSUL AS REQUIRED, ~q 0226' ,yp , HEAVY TIMBER MEMBERS COLUMN 'TYVEK'HOUSEWRAP AS REQUIRED, DOL 1 STEEL FLITCH PLATE HEADER l OF N . AS MANUF BY HEARTHSTONE ~ 'CLASSIC BU7T'SOUARE CEDAVR STE FIRECODE 'C' GYP BOARD - BLUESTONE TERRACE SHINGLES (TYP) lEIINE PL. TRIP LOCAL FIELDSTONE VENEER EER TRIPLE 2" x 12" GIRDER - - " FULL ROUND 6" TO 10" DIAM DIAM ELEV. 0'-O„ p, 4" DIA STEEL COLUMN TIED TO GONG WALL BRENNAN PORCH 2" THICK BLUESTONE SILL DESIGN YELEV. W/f W/FLPME FINISH EDGE ~ _ - ' GRADE / I,' . / ,.FIN. FL.. 12" GONG AND FIELDSTONE VENEER WA NE VENEER WAL WORKS L, ELEV.-5'•72 • i ' ~ REINf W/ •4 REBAft AT 16".O.C. VERT 18" O.C. VERT INCORPORATED . ' «c.• - -V EXISTING CONIC FOUNDATION WALL AND HOR 1 TO REMAIN LOCAL FIELDSTONE VENEER ' FULL ROUND 6" TO 10" DIAM TIED TO CONC WALL FIBERGLASS REINF BITUMINOUS DAMPRO I'--' DRAINAGE MATTING, 4" DIA PERFORATED IINOUS DAMPROOFING. ' IA PERFORATED PIPE. (SLOPE TO DRYWEI.L), AND GRAVEL BA NO GRAVEL BACKFILL 510 WEST NEW STREET I I NEW YORK, NEW YORK 10011- COLUMN PIER (BEYOND) 24" 24" x 24" x 12" COLUMN 3" CONIC SLAB ON COMPACTED CRUSHE 'ACTED CRUSHED M.059913 _ FOC FOOTING (TYP) - STONE FILL REINF W/6x6-W2.BxW2.9 W 5-W2.9aW2.9 WWM i qm r A19W BRENNAN RESIDENCE ' 4" HAUNCHEb CONC SLAB ON GRADE Passage East REINF W1 6x6-W2.9xW2.9 WWM AND (2) •4 REBAR AT PERIMETER 1663 Bridge Lane Nassau Point, NY PHASE 2 sarncr.AV - h• PORCH SECTION & " T 7 " NORTH BEDR,QOM WING , "Jyt SECTION , r, 17 Ootoger, 1995 1 d 111111 + , a I, F, NORTH BEDR OM WING SECTION ii '11'F g4AYJ iht2 . t f " , r t l t a i r Y " SECTION AT. P,pRpM i ~ 11 a : i SCALE' i SCALE) 1_'0rr r. n i .r t +TT "J z" Y1 i uKi { r t. , , s a t ,~.I 1 I a Y.. A * ~;t.~. n 1. ,iii ! G1ct:7. 149$ 17:0 5 I. r tr o- `T4~ r , N 411 y' I ' . q5 - 4~ r HEYLY/PV$ ~ _"~u,~i I aorE R~~rtcw. ~ . d~k . ' 70 0{QY. 9LD0 O PT S WSSION' I, ~ F ^1 Vi KEY PLAN REPLACE EXIST WINDOW i I 'r1 I WITH NEW AS NOTED IN - " - N ® NOICATE9 MEA OF WORK CENTER OF EXIST OPENING E - I J EXIST PARTI N O TO BE REMOVE EXIST BATH` 213 4" INTERIOR P N WBD. DEMOLITION NOTES AT,MASTER' BATHROOM,. W,' BOTH SID EXIST LANDING 1. REMOVE ALL EXISTING FIXTURES EXCEPT AS, NOTED. ` / 2OO O,o / P 2. REMOVE ALL EXISTING PARTITIONS AS NECESSARY. - 3. REMOVE ALLEXISTING CABINETRY. ' EXIST wiNDOw (ELEV 11'-5") TO BE REMOVED - ' 4. REMOVE ALL EXISTING FINISH MATERIALS: „ 37 EXIST HALL 201 (ELEV 12'-7') II / 2" X 4" INTERIOR 5B PARTITION W/I/2" GYP. BD. / EXIST BATH EXIST BE EAT BOTH SIDES - v:D AR~hrT EXIST STORAGE TO REMAIN 203 212 (ELEV 71'-5") 1 / 49. EXIST GUEST BEDROOM ~ / © fE WINDOW CE WINDOW „ 202 8,'2. 8'i'1 ~QQ ' P (ELEV 12'-7") 41 F ,BRENNAN' FE 'EXIST' U:NCH SEAT INCH SEAT IEMOVED ~ DENS#4N ' ' S WINDOW > TO'-BE I+ MOVED WORKS INCORPORATED CLOSET ILIA 4 i m 14$1' MkSTER BED] AKSTER BEDROOM ORw - - - - - - - - - - - - - EXIST WINDOW 204 204 3TDio' _ L] (EI.E" 72'-71 12' 7"). " DIA / F ELEV 9 51/2' > 4/2 ' R g--~- - O O - 451 f 1 46 47 48 O 1 OAK RAIL 'R6 WEST 22nE &9TFEET NE YORK, , NEW R OFFICE q`" - -7_4„ WINDOW ytz.oee.nza . )OW EAST ORO0 FCr A 44 / j - - 'C l 43 I O HERI BEDROOM t WING , :BRENNAN ;RESID6WCE 2. Passage,,Eab't `-7 / / 4z TOILE,~ 2 HIS TOILET'' .I~ o LT~ 210 1663 Bridge' Lane . I' .m v Nassau Po1nt;NY / CLOSET 1 oesK 208 ~/-p„ I- BATH f 0 / 207 I 1 I rl~~' I . , PHASE 2, I , 6 PRO: 9.408002 e : y Sr, TlRff - •hr~~ . I4' 'SECOND hOOR PLAN `i r' 7'.Z~ 9 ti ` i r k~-V~ ~1'i 1 WINDbW WINDOW""+ " WINDOW al I ' ?fd fT Oatabgr 1995,`- Yr _Tj 4 ` r L "Ay 'ff r ~tQYfAG AG~t ' c , r SEGONp' PL`t3 PLAN r , r r w sE SING PROP 'EO' - i c Y'4~t SCALE: 1 'ter r y { } z § R' ~ o-, a ,1 .y, ~ r 'A 6 y y~ ! r' d A LV V, 4a w aF r tint dL)~ I159b~ ~ pu~Y r ~ - ~ F t i,y r I r. ? l 1' AA ry, _ ss~ .YN 1~ 9M1 A'~° f M , It t 0'I r 1" n~ r, y r 10/17/95 BLDG: DEPT. SUBMISSION j CONIC CHIMNEY CAP TO MATCH EXISTING , aWn! SADDLE TYPE RIDGE BRICK VENEER CHIMNEY TO MATCH EXISTING TO MATCH EXISTING BRICK VENEER CHIMNEY SADDLE TYPE RIDGE TO MATCH EXISTING TO MATCH EXISTING SLATE ROOF AS MANUF BY Y /ROOF 'EVERGREEN SLATE CO' (SEMI-WEATHERING GRAY-GREEN) SLATE ROOF AS MANUF BY MATCCH CHIMNEY EXISTING CAP TO OVER RUBBER WATERPROOF MEMBRANi 'EVERGREEN SLATE CO' MAT (SEMI-WEATHERING GRAY-GREEN) OVER RUBBER WATERPROOF MEMBRANE N5\ CEDAR FACIA TO MATCH Y O \ EXISTING INTEGRAL LEAD COATED I COPPER GUTTER W/INTERNAL 11'-0" \12'4'i D COPPER FLASHING 14'_0" 12,.4 PVC LEADER AND COPPER - WIRE BASKET I p_fir, HALF-ROUND LEAD COATED, COPPER GUTTER W/ LE COATED COPPER DOWNSM POUT, CEDAR RAKE FACIA TO COPPER HANGERS 3'-0" O.C. MATCH EXISTING AND COPPER WIRE BASKETS, I I 'TEAL' CLASSIC BUTT' DIAMOND CEDAR SHINGLES PORCH ROOF IN FOREGROUND I I i II I I I 'TEAL' CLASSIC BUTT' SQUARE CEDAR SHINGLES STANDING SEAM COPPER i ROOF, 18 GAUGE OVER RUBBER WATERPROOF - 13 MEMBRANE? TGLGV. 21'-3" i~; 12 13~ ?l VX .X~M1X R/ 1`~ I i 13 ~12 ~ r X JI 15 16 17 - l'', 14'-3' p• C;O AO A f _ I ~PECEV. 101-g" i jj, M M \uoAR FALSE COLUMN ~A r;25'(I „VOQ EXPANSION JOINT ~ 0 0 FOP N I ~ o 0 0 ~ I BRENNAN' ` FIN.F~. DESIGN ~,r v. 3'-V WORKS. 7 - - - - - r~ 1> ~a } tf 1~~.,<i a i~ J ~r n^lo~, i'[ aL"~ v'ci yy' ~C, .J O \ j"- ( 'JO INCORPORATED U ~n 5 OJ I ( fif ~ A J_1 (t ~l J(-i ~ lP ~~q" c~.(f~C~ ~i1 ~ Jr .a lh _ L.[ 1} '-~l~ L.'to 6F ( r' 7(''~)a Cllr ~C J~`1 ~)o~ nJ C_1 f.p /n~~L 7~(~ C;J p '"-1 ~I 1 0 ~ f CS r i i (7(.?U ~ HLf of , - 21 a'= _'i L riiri atJ a f r, A 1~ T-I `a ll(p/' / y of y ai~.i9'• '1 ~'i S '(i-`C V I ( ~~1,-1 (i n"~t'G A ~G ~t>[~ ci r~ 'OLi If Qy 1 ~--,r1T lyJ - U( C~a ~ Pr I~ J J L_ V J O~ t 'TEAL' CLASSIC BUTT' SQUARE CEDAR SHINGLES tJ (r -2 ~ -"(v l r n t J ~ ~ iiJeOL.~_ 11 ~ tGUi p ~4,~ `~af ~ 1 - (lJ l->r. JC"a ~r' 1 )''~,i,l ~iL ",~-a: y• aOlr,l~la \ a~~QG~, -i~( uJ, 9^ :J ~a-~.) .~l)(?'hCl / r ' ~~^~y cQC CX- ri J. e a b C)i / ~,l lC 4 WEST 21na STREET . f YPRK, NEW YORX 8011 BLUESTONE TERRACE iy V - i { n}J wJt.--1( - i x U Y~C' 1 ' ~l 1~ a~ n I N 1i.1 O J' u O C J l~,.av)CJ1~C-X • _ _ `1~o~l.~af~~'O~- ) 1. 0( LOCAL FIELDSTONE VENEER "j W. FL. ModFE`~" FULL ROUND B" TO 10" DIAM _ V.-6'-21/2' ' QRENNAN 'RESIDENCE. TIED TO CONC WALL I I ' Passa a-East" - VERTICAL Tt'G CEDAR SIDING' '8" X 8" SOLID PINE BEAM 4663 Bridge Lane BEAM - N~g6sou Point, NY NO 1 GRADE 'TEAL' CLASSIC 'BUTT'.SQUARE CEDAR SHINGLES 2" THICK' BLUESTONE CFA B" X B" SOLID PINE BEAM _ W/FLAME FINISH EDGE ECgg PHASE 2, INTEGRAL LEAD COATED BLUESTONE'TERRACE 12" DIAN SOLID PINE " 'NEWEL POST 12" DIPM SOLID PINE COPPER GUTTER WANTERNAC 2" THICK BLUESTONE' SILL, SILL,` E TYP 0406002 " - COLUMN PVC LEADER AND COPPER SOLID MAHOGANY AND PINE W/FLAME FINISH EDGE TYP WIRE BASKET CUSTOM RAILING,,1 VERTICAL PUG CEDAR' SIDING' 2' SIDING' - CEDAR FALSE COLUMN NO 1GRADE )VAR, SOLID MAHOGANY AND PINE ' CUSTOM RAILING LOCAL FIELDSTONE VENEER 8',' % 8" SOLID PINE BEAM ' JOIST' MODEL ROOM 7ERRQQE FULL ROUND 6" TO lb" DI'AM 4" X 6" SOLID PINE JOIST' TIED 70 GONG WALL, I L, " i`, 'ECEVATIONS~„ - - CEDAR FALSE COLUMN dN' I{ G70Ie tir76'. ~ a V octane ,11996 WEST ELEVATION A' GALLERY MODEL ROOM' & TERRACE, SDUTH. a ~ ELEVATION R MODEL RpQM & 1'EkkE solace ~ " SCALE: /a" , 1' - 0" ` SCALE+ I/4" * 1 0" k t F17F!"IA8'/IV 'd,`g "~r rL a, y i I r I If Y A! 1 ~y"t w y i t t t qt „Uqt 11;, 1995 ,17 QTiP5, I, x'41 '?w t ,.o 14 b 7 CONC CHMNEY' CAP To MATCH EXISTTING 10/17/93 BLDG. DEPT'SURWSSION t BRICK VENEER CHIMNEY - TO MATCH EXISTING . O 3 4 Q S C 1P_0,, /1v-O,p_0„ 12,_4,. ~ I SADDLE TYPE RIDGE TO MATCH EXISTING f II CEDAR RAKE FACIA TO MATCH EXISTING SLATE ROOF AS MANUF BY ! 2"x12" RIDGE CEDAR FACIA TO MATCH 4 'EVERGREEN SLATE CO' EXISTING (SEMI-WEATHERING GRAY-GREEN) RAFTERS 2"x10" AT 16" O.C. OVER RUBBER WATERPROOF MEMBRANE 6.5" STRESS SKIN PANEL W/ I I I FOAM INSULATION (R-24) AS CEILING JOISTS 2'x8" AT 16" O.C. MANUF BY 'HEARTHSTONE' 1"x4" CLEAR CEDAR V-GROOVE la 8"4" SOLID PINE BEAM HOR T&G CEILING I - ~V, 225 =81 . _ HEAVY TIMBER BENT A MANUF BY HEARTHSTONE I - i I INTEGRAL LEAD COATED COPPER GUTTER W/INTERNAL PVC LEADER AND COPPER I-I 4-ELEV 21'-3"-" ' WIRE BASKET I i l i " I I STANDING SEAM COPPER ROOF, IB GAUGE OVER RUBBER WATERPROOF HALF-ROUND LEAD COATED MEMBRANE ! i COPPER GUTTER W/ LEAD I 'I VERTICAL T&G CEDAR SIDING COATED COPPER DOWNSPOUT, ! Ili I it COPPER HANGERS 3'-O" O.C. NO IGRADE ' ' I AND COPPER WIRE BASKETS BATT INSULATION SOUNDPROOFING ii - ti - TELEV. 10''-9" BRICK VENEER CHIMNEY 2"x6" EXTERIOR STUD WALL Yz" GYP BD INTERIOR - - - ' ' R-19 GATT INSUL i i FALSE CEDAR TO MATCH EXISTING COLUMN %2" COX PLYWOOD TYVEW HOUSEWRAP 1"x4" CLEAR CEDAR V-GROOVE ,E I i, ~~P6D ARpH~' 4" X @" SOLID I 'CLASSIC BUTT' SQUARE CEDAR T&G CEILING SHINGLES fTYP> I I ! CEDAR FALSE COLUMN- PINE J01$T ®.U 2" THICK BLUESTONE PLINTH ® i 2" 2" THICK BLUESTONE PLINTH I SOLID MAHOGANY AND PINE JJJ~JJIII IIII Ill uuuuuu111 COURSE W/FLAME FINISH EDGE CUSTOM RAILING i 8" X 8" SOLID ~ COURSE W/FLAM /FLAME FINISH EDGE i - PINE BEAM 12" CMU COMMON U-BLOCK MASONRY LINTEL REINF W/' (2) +6 REBPR j , 20 l 1 f777 ~ cl, fru~~, r i~. VV{" ~ _ ',L '(ir: l n ~t_ i J y 'ii i"j I~r ,•Li ACC ~~~n r'~l~;f ~~Lis ii_i r it i~.~~~~ iUl ~i~~ 1 l)li, EXISTING 2 LAYER PLYWOOD SUBFLOOR TO REMAIN r; - - - ACV vl~ (1 ( W THICK BLUEST ONE SILL ,f i4 BRENNAN /FIPME FINISH EDGE x -((~~,Na'', EXISTING 2"x12" FLOOR JOISTS - DESIGN TO REMAIN EXISTING W15 STL BEAM TO A ~.I L--~I u r 6LUESTONE:TERRACE CHILLER CHILLER ~o L 19 TYP r ITYP TO REMAIN _ _ _ _ I tNOpRPORATED ~ _ p1 .ilF ~ 11 I '.IFIN FL. r fi 1, t{ rrL~rF _ ~6i ' r , LEV, C/ ATOP OF SLAB b _ . . I ELEV.-6,_11„ N ~26 WEST 22Bd'STREU i. i Np YON, NEW 'yow poll 4" HAUNCHED CONIC SLAB ON GRADE y : 212.YEB.1123 REINF W/ 6x6-W2.9xW2.9 WWM 'TEAL' CLASSIC BUTnSQUA ,A Np (2) •4.REBAR AT PERIMETER CEDAR SHINGLES - fT'SQUARE I,~ , . i . PwOFcrAwhl'' W 124MU AND FIELD STONE VENEE INTEGRALLY CAST CONC GRADE BEAM STONE VENEER WALL REINF' W/(4) •6 REBAR AT 5" O.C. ADO BEAM 12" CMU AND FIELD STONE VENEER WALL 3" CONC PAD AT EACH CHILLER REIINF W/ !4 REBAJ; AT 16" O.C. 'J; AT 16" O.C. AND WIDE PLANK PINE FLOOR ON O.C. BRENNAN RESIDENCE. I P'dsscaga East REINF W/ •4 RESAR AT 16" D.C. VERT AND ON 12" GRAVEL BASE REINF HOIR TRUSS REINF iT EACH COUF iT EACH COURSE PLYWOOD iSUBFLQOR OVER 2"x4" HAUNCHED 4" CONC SLAB REINF'W/ EINF~W% Nas'souurPoint~NY HOR TRUSS RF,INF AT EACH COURSE W/ 6x6-W2.9xW2.9 WWM 4" HAUNCHEQ CONi' SLAB ON GR SLAB ON GRADE TREATED WOOD SLEEPERS 6x6-W2.9xW2.9 WWM AND •4 REPAIR 4 REBAR - REINF W/ 6x6-W2.'9 xW2.9 WWM HVAC PVC D CHILLER PIT THROUGH WAIL AND (2)'•4 REBAR AT PERIMETER AT 16" O.C. IN BOTH DIRECTIONS '9 A WWM VERTICAL T&G 1CEDAR OVER - ONS ?A w q''~ AT 7 PERIMETER 2"x4"-STUD WALL LL CRUSHED~STONE FILL COMPACTED IN ,PHASE :2 ' ACTED IN LOCAL FIELDSTONE VENEER " CONC WALL REINF WA REBAR FIBERGLASS REINF iATUMINOUS DA FULL, ROUND 69 TO 10," DIAM 12 12 i6" O.C. AHOR LL AND VERT. CEMENT DRAINAGE MATTING, 4" DIA PERFOF IITUMINOUS DAMPROOFINC, NO 1 CEDAR T&G ARCHED CEILING W/ 6" TO 8" LIFTS' - ' PRO r At7 ` . TIED. TO CONC WAgL, STUCCO FINISH, COLOR TO MATCH (SCORE TO DRYWEI L), AND GRAVI V CIA PERFORATED PIPE FRAMING D AS REQUIRED FIELDSTONE VENEER 12"'CQN..C'FOUNDAI"1ON AND SPIRE, '.(U, AND GRAVEL BACKFILL 18"x18" GONG BUTTRESS TIED TO' D TO' 9466002 FOOTING FOR FIELDSTONE VENEEI "ION AND SPREAD CMU WALL ` HORIZONTAL t&G NO 1CEDAR CURVED " CSTONE VENEER WALT, W/ FRAMING AS REQUIRED 12' CONC'AND FIELDSTONE VENEttF WALL rraE JENEtF ``NALL EXIS'IINP CONC FOLNDATION WALL L NDATION WALL HVAC DUCT SPACE REINF W/ -4 REBAR AT 16" O.G. VERT AND HOR' OC 'VERT -MODEL' ROOM, ELEN 'TION & MODEL ROrS)a' & Tf~gGE TO, REMAIN 12" CMU WALL REINF W/,,14 RE13 AT ' SECTION r ' EXISTING COIJC SLAB TO REMAIN kB TO REMAIN 16" O.C. AND HOR TRUSS REINF'AT FIBERGLASS,.REINF BITUMINOUS DAMPROOFINI IS. DAMPROOFING EACH COURSE, DOWEL INTO EkISTING 1 DRAINAGE MATTING, 4" DIA PERFORATED`' PIP] ..ORATElY PIPE r k, eRAVEI'k~q~KY~I~,L ~~1inr 3" CONC SLAB v4 COMPACTED C STONE FILL REINF ll/6x6-W2.9xW COMPACTED CRUSHED ' TO REMAIN CMU WALL W/04 REBAR Ai •.'f (SLOPE TO tlRYWEIU,,ANO GRAVEIr B'#CKRIi !v6x6-W2.9xW2.'4) WWM O.C. EXISTING GONG' FOUNDATION WALL WA4L 317, Obtob4 1995' - - i'. TO REMAIN 9 I BAST -ELEVATION: Q MODEL R20M, GALLERY MODEL ROOM SECTION 0 M & TERR4Q' 2 - SCALES '0+, 1a ' - I >r . Lct Il l„`y95 Id ry 1. ~ 1 5 ~ I' L , ti e - r v SADDLE TYPE RIDGE - OATS, 0ESYR1PT - TO MATCH EXISTING SLATE ROOF AS MANUF BY 10p1//95' BLDG. DEPT.i . SUBMISSION 'EVERGREEN SLATE CO' (SEMI-WEATHERING GRAY-GREEN) - OVER RUBBER WATERPROOF MEMBRANE 6.5" STRESS SKIN PANEL W/ FOAM INSULATION (R-24) AS MANUF BY 'HEARTHSTONE' - 1"x4" CLEAR CEDAR V-GROOVE HOR T&G CEILING N M~ L I 14'_0" 18" X 18 18" X 18" CLAY FLUE LINING C5 . 14'-0" 12'_4" 12'_4"',/-- CONC. CONC. CHIMNEY CAP TO LINING r, MATCH MATCH EXISTING .CONC Ch / CONC CHIMNEY CAP TO - 2"02" RIDGE BRICK MATCH EXISTING D TO MA r' BO CK MATCH VENEEXIST CHIMNEY . i MATCH E RAFTERS 2"x10" AT 16" 0(C. SLATE ROOF AS MANUF BY I I 'EVERGREEN SLATE CO- (SEMI -WEATHERING GRAY-GREEN) CEILING JOISTS 2"x6" AT X16" O.C. - - OVER RUBBER WATERPROOF MEMBRANE 8"x B" SOLID PINE BEAM III _ .I _ 6.5" STRESS SKIN PANEL W/ - FOAM INSULATION (R-24) AS I~ I ' i I .,I a MANUF BY 'HEARTHSTONE' I _ f _ " - TLLCV. 25'_B" CEDAR FACIA T I - 0 MATCH HEAVY TIMBER BENT AS _ _ _ _-,I - _ EXISTING I MANUF BY HEARTHSTONE I INTEGRAL LEAD COATED I I I I 1"x4" CLEAR CEDAR V-GROOVE HOP T&G CEILING ' COPPER GUTTER W/INTEAAL - -F - PVC LEADER AND COPPE WIRE BASKET I I i r -YECEV. 21'_31' - -h - INTEGRAL LEAD COATED - l ~ COPPER GUTTER W/MITERNAL PVC LEADER AND COPPER' I FIRE CUT BEAM AND FIRE CUT GABLE RIDGE WIRE BASKET BEAM AND STRAP TO CHIMNEY STRUCTURE ,4,._z_~ j - I CED, - I I I I I I EXIS CEDAR FACIA TO MATCH 1 CHIMNEY EXISTING BRICK, VEN BRICK, VENEER CHIMNEY i ' n III Y, I II TO MATCH TO MATCH EXISTING I' NTEi 6" CMU. FILL SOLID. REINF i COPF INTEGRAL OPPER GUT F11 ED NTERNAL f W CMU. S W/•4 RE. C W/-4 4 R EBAR AT 16" D.C. .C PVC VERT, PVC LEADER AND COPPER LOCAL FIELDSTONE VENEER VERT. g i WIRE WIRE BASKET CEDAR - TIED FULL TO ROUND FALSE li KEEP FREE AIR SPACE AROUND FLUE. FALS CHIMNEY TO 10" pIAM K SPACE FALSE CEDAR COLUMN CHI KEEP FREE OF MORTAR COLL COLUMN - ECEV.10'_911 ` D AR 1"x4" CLEAR CEDAR V-GROOVE t.~ HOR T&G CEILING SOLID MAHOGANY AND PINE - SMOKE CH, SMOKE CHAMBER 2" TF 2" THICK BLUESTONE PLINTH CUSTOM RAILING U b t p FALSE CEDAR I LOUR' COURSE W/FLAME FINISH EDGE BLUESTONE TERRACE 4" THICK BLUESTONE MANTEL i FORM OAMI -FORM DAMPER COLUMN 'SOLID MAHOGANY AND PINE 4" FIREBRI, 4" FIREBRICK , N p22611 y$' 12" CMU COMMON U-BLOCK MASONRY 2" THICK BLUESTONE HEARTHISH DUMP CUSTOM RAILING LNTE LINTEL REINF W/ (D •6 REBAR r/ ' ASH DUMP k j BLUESTONE TERRACE FIN. FL. BRENN/5AN LocAL LOCAL VENEER 2'p THICK 2" THICK BLUESTONE DESIGN 'I I ,1; i° - I FULL TED " FULL ROUND FIELDSTONE6" TO 10" DIPM PLINTH C( TIED TO CONC WALL FINISH EDP PLINTH COURSE W/FLAME WORKS FINISH EDGE 2" TF 1 - - - - - 8" CMU. FIL 2" THICK BLUESTONE SILL 8" CMU. FILL SOLID. REINF VM1^' GV~ `W/•4 REBAR''AT 16" O.C. W/FL W/FLAME FINISH FINISH EDGE ASH PIT `W/•4 REBI VERT , VERT , I CLEANOUT DOOR II 526 WEST 22 d MW 6 V FIN•FL. 'WW YOR.,WW YM. *011 --~V. XXx ziz.cecaiza " I - \N PROXCr MwS BRENNAN RtSIIDENOE Passage East 1663 Bridge Lana 12" CONC AND FIELDSTONE VENEER WALL L REINF W!•4 REBAR AT 16" O.C. VERT 1 " 12" CMU' AND FIELD STONE VENEER WALL - O Nassau Point,, NY AND HOR BATT'INSULA71ON REINF W/ •4 REBAR AT 16" O.C. VERT AND - HOR TRUSS REINF AT EACH COURSE - PHASE 2 9408002 HAUNCHED 4" CONC SLAB REINF W/ SOUNDPROOFING 6x6-W2.9xW2,9 WWM AND •4 REB HVAC DUCT SPACE EXISTING 2 4'AYERPLYW000 HAUNCHED~ CONC SLAB AN GRADE EXISTING CONC SLPB.,fOa REMAIN - AT 16!' O.C. 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WALL ,yte (SLOPE TO DRYWELL) , AND GRAVEL BACKFILL EXISTING CONIC SLAB TO,.REi@NN MNN . 'DRNNA.GE MATTING, 4"-OIA PERFORATED-PIPE' - - (SLOPE TO DBY,WELLI,, AND GRAVEL BACKFILL " 44 I '17 pctobsr'199fi ,aJ.,. :~I I6.`~ xy ; S~dc , ~r Y~q~1~ 1~ MODEL R00 4" TERRACE SECTION y~ ^ e7%MCDE'L ROOM & `TERRACE kt' ION; `^f`t`.'. iP I V I SCALE: ,/a' _ 3CALE:,,Ih - V G". ~4 1 0 s F ORAOIAV AV , ' Y s r Y w 1 L! 2 Pct' 11; 1,995 09 1 -YB' l IS,! I r Y ,r Y,.r I. f.. .i 'P% JI ' r ~ k L79h5 LS'SC74TPTTpV ~ . ' 10/17/9$ BLDG. DE,P,T. SUBMISSION SADDLE TYPE, RIDGE! TO MATCH EXISTING SLATE ROOF AS MANUF BY - 'EVERGREEN SLATE 00' 4 (SEMI-WEATHERING GRAY-GREEN) OVER RUBBER WATERPROOF MEMBRANE - 6.5' STRESS SKIN PANEL W/ FOAM INSULATION (R-24) AS MANUF BY 'HEARTHSTONE' i - HEAVY TIMBER BENT AS MANUF BY HEARTHSTONE - . N Q ~ J I "`rrr""" I I QI 14'_0" 12,_4„ 12'_4.. I (VIF HEAVY TIMBER BENT AS I MANUF BY HEARTHSTONE 10" 31-6" 0 2 - 0" 2'-0„ 2'-0"' C7 2'_0" _0.. INTEGRAL LEAD COATED ( 1 7- _ S, COPPER GUTTER W/INTERNAL - PVG LEADER AND COPPER 8" x 16" PINE RIDGE " PINE RIDGE '.a WIRE BASKET .V 4 1e ."4" X 4" PINE POST -(T, PINE POST .(TYP) - I'`" S" X 8" PINE COLLAR PINE COLLAR TIE - ` ~I I' - 8" X 12" PINE PURLIN u I I PINE PURLIN in ( 8" X 14" PINE PRINCIPP PINE PRINCIPAL RAFTER ` (BEYOND,) " 4" % 6" PINE COMM ON y. PINE, COMMON RAFTER " 6" THICK PINE KNEE C( PINE KNEE 'COLLAR DRACk.L ~ FACIA TO MATCH I III ~ N B" X 12" PINE PURLIN PINE PURL IN' EXISTING * 12 . 13~ ( I 8" X 8" PINE POST PINE POST ' FALSE CEDAR 2"x6" EXTERIOR STUD WALL °F ,COLUMN O I/2' GYP BD INTERIOR 8" % 12" PINE PURLIN 0 PINE PURLIN, R 19 BATT,INSUL /z' CD% PLYWOOD ' TYVE1 HOUSEWRAP DOUBLE 8 X 6" •PINE f 8" X 0" -PINE HAMMER BEAM, . . ^ 'CLASSIC BUTT' SQUARE CEDAR SHINGLES (TYP) 2" X I/4 GA-V SYL BA GALV SrL BAND STYPr, D AROy~~ - -Y - • SOLID MAHOGANY AND PINE - - ' - - - TE 1D. 7 CUSTOM RAILING ~ a ~ r, ! 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EXISTING CONC FOUNDATION-WALL W/ 6i%6-W29xW~9 NINM il'NMiNF n r FOR EXACT MEMBER SI2 SPECIES, - - xt;;z. CONFIGURATION, ANDy'0~0 ECTION y i TO REMAIN r DETAILS OF HEA1(1" ~I'IM~F~R'FRAME 12" CtONC WA,L ;REIMI~ l1 W?r-4, PEW F W/rl4, REBAR t REFER TO STRUCTU*41L PRAWINGS AS I + - I x r PROVIDED @Y HEw,T i, I E~ INC t n'r~7fAODEL ROOM '~>4 TF,RRACE ` AT 10" D.C. H*,' AN(~I qT. CEMENT STUCICO FINI'Flr OL6'~ O MATCH Y_ T. CEMENT - ~ ::x, 5 a ~ -.r ! r C a, ~ : Ytl MATCwcil-~' ~,4 ~Y - x L. 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W..1 %rvY ~14Y4 ufNkTR..°! .i 14.fi ~1'~. t ~'$)ur ~V{~x(~i1 ~ ~ ii i.~ ~n Ya'~, art? I i ~~„ti ,a~~. . ly•~, k ° 1 f,:_ i SF I „ OAlE ~'~~OESCAIPTlAY 10A7/95 BLDG. DEP`r. SUBMISSION n 12'-4" I 12'4" _ Ir T _ 12'4" I 12'-4° I. - 8'-10" &-10" I i d II 5'-10" 6 0,:,. 5'-10" SADDLE TYPE RIDGE TO MATCH EXISTING CEDAR RAKE FACIA TO MATCH EXISTING 2"x12" RIDGE, SLATE ROOF AS MANUF BY j 'TEAL'CLASSIC BUTT'SQUARE I I- M RAFTERS 2"X10" AT 16" O.C. 'EVERGREEN SLATE CO' (SEMI-WEATHERING GRAY-GREENI CEDAR SHINGLES OVER RUBBER WATERPROOF MEMBRANE 2"x4" COLAR TIE 4'-O" O.C .C i I CEILING JOISTS .2"x8" AT 16" O,C. 18" O,C. A I I R-30 BATT INSULATION e HALF-ROUND LEAD COATED HALF-ROUND LEAD COATED ~I NO 1 CEDAR T&G ARCHED CEILING W/ c - - FRAMING AS REQUIRED COPPER GUTTER W/ LEAD COPPER GUTTER W/ LEAD COATED COPPER DOWNSPOUT, COATED COPPER DOWNSPOUT, COPPER HANGERS 3'-0" O.C. I 12 COPPER HANGERS 3'-0" OC. 'GUT. y 7 C. P AND COPPER WIRE BASKETS 12 AND COPPER'.WIRE BASKETS :TS .y, 12 12 1b i, 2"x6" EXTERIOR STUD WALL CEDAR FACIA TO MATCH 'i I \ /p" GYP BD INTERIOR - - - r' R-19 BATT INSUL EXISTING COX PLYWOOD - I 'TYVEW HOUSEWRAP Y 'CLASSIC BUTT' SQUARE CEDAR SHINGLES (TYP) . . b 'AR . v Hf yllr~ • I 2" THICK BLUESTONE PLINTH I I SOLID MAHOGANY AND PINE INE ;c. COURSE W/FLAME FINISH EDGE I - I 1 ~i 4Q tLLd I ' I t : CUSTOM- RAILING ' I ! ~o io ' - 2" THICK BLUESTONE PLINTH LOCAL FIELDSTONE VENEER 2" THICK BLUESTONE PLINTH COURSE W/FLAME FINISH EDGE 1 N EDGE C122011 FULL ROUND 6" TO 10" DIAM I ! - COURSE W/FLAME FINISH EDGE TIED TO CONC WALL ! j A__ L I N. FL. f I I it I RENNAN: IN. FL pES'I.GN.. ~ r L V. -0'_8" ~I Fa 18 LOCAL FIELDSTONE VENEER EER " '.1i M'y-ors FULL ROUND 6" TO 10" DIAM LOCAL FIELDSTONE VENEER BATT IM$ULATION DIAM ~r rk~ r 4' TIED TO CONC WALL FULL ROUND 6" TO 10" DIAM SOUNDPROOFING j 'TIED TO CONC WALL II ~ ~ N FI-6'-21~z' ^ 528 W T 22n4 SIRS "4" ^ 11 `tkw ,roR Nm ran i ` :3r ' 212.98B.1Q7 , - ' ,I I~ o BRENNAN Pge's ge EastIDENS,E 1683' -Bridge Lone - FIBERGLASS REINF BITUMINOUS DAMPROOFING, 7FIELDSTONE DRAINAGE MATTING, 4" DIA PERFORATED PIPE NOSSoU Point; NY' (SLOPE TO DRYWELLI, AND GRAVEL BACKFILL EXISTING TO REMAIN FIBERGLASS REINF BITUMINOUS DAMPRC AINOUS DAMPROOFING; DRAINAGE MATTING, 4" DIA PERFORATE[ ilA PERFORATED PIPE - (SLOPE' TO DRYWELL), AND GRAVEL B/ 4 , WD GRAVEL BACKFILL PNASE.,1 CONC ANq VENEER WALL ' - I . 9W-4FCr AV REINF W/ AT 16' O.C: VERT AND HOR 12" CONC AND FIELDSTONE VENEER W9 •,REINF W/ 44 REBAR AT 16" O.C. VERT INE VENEER WALL 9408002'y 16" O.C. VERT AND HOR EXISTING CONC FOUNDATION WALL fO a -j REMNN. REMOVE TO 2"-0' BELOW • GRADE GALLERY SECTIONS' r,. 7 GALLERY SECTION GALLERY, FC'f10N '.,SCALE: 1, 1 - SCALE. 141 p_ p"_ FK k'^ a," F' i x s s n - - ,71aV C.0 er 1§9 ror k t f( 4 ~~@ q/ ] k I` f Y i1 L ' 21 i. 1,V AV ~ ~rw i r, s s c iG• wr, ~ o-t ~ ( 7~ t i 1 i~ ' L 4 e 1 a N k ' 'Y 1, "4)A ' alp k4 ~t4 . '1 £ Fed 7 Y .L'fk6i°4~ 'l I I~TI M . s r~y+ rt~ ? 11hY r £ ' f ~ '1^'",~'yns~a J:, '$~"k'rh s, . 3W ~F'h~ r ~ ~ ~~/nr tl ry YiCCn rdr 1x £ ~sF ui'~ ki 4.M1ts tit 9 ti+ t - I° get rrt ~ k fz w 'n: ~t "r` y ,x aB° m1- u. 1 m r ~~^`(FTG ~h svtsr J~1wu 0 Ys i y~i '~t t i)ar~sr ids s c. ~ . d+ 7T ils n i ^ v x i Gr ii~ti'Ln i~,kr4r+'Bti ~i% •~'2 un~y~'tt rw~r .Y', x •1 A ~ pA.. . , ..~.{,£dv A ..7~n., ~ 5 ~d K4 8~ A TtxS, a ,Gyf'r -Z"-„ , -dvetrw"t.a~h, e ~.u3 rlal .t3.T tin It yr'S '."1t WSW d~"Mti.u >L:.r, d- 'r I.e kt Ilbb k~ R^"~y. I rr wy b e'4p Y n'a~y a :tt sr''. .'.,'q 'l ro i e to~'~, r y~ r n ^ „ ~,yj: s k .r r Y • ~ ~ f+t<vrs~pvs . ,19./6' . OESCAfPTf¢Y • ~ - 10/17/95 BLDG. DEPT.', SUBMISSION i _ SADDLE TYPE RIDGE HEAVY TIMBER' BENT AS - TO MATCH EXISTING i MANUF 87 HEARTHSTONE - SLATE ROOF AS"MANUF BY ' (SEMI-WEATHERING GRAY M O 'll 'OVER CO' OVER RUBBER WATERPROOF OF MEMBRANE 1"x4" CLEAR CEDAR V-GROOVE I I i HOR' T&G CEILING 6.5" STRESS SKIN PANEL W/ FOAM INSULATION (R-24) AS MANUF BY 'HEARTHSTONE' 9,-g„ 2"x6" EXTERIOR STUD WALL " '/2" GYP BD INTERIOR R-19 BATT WSUL /i' CDX PLYWOOD " _ II I 'TYVEW HOUSEWRAP y 'CLASSIC BUTT' SQUARE CEDAR SHINGLES (TYP) B" X 16" PINE RIDGE 1'-10" 3'-2 - 8-D° 32" I I i I ~ I I I ~ II B" % 14" PINE PRINCIPAL RAFTER (BEYOND) -~V. 25p-8" ' 4" X 8" PINE COMMON RAFTER 'I N R 8" X 8" PINE COLLAR TIE i i AFTERS 2"x10" AT 16" O.C.. j I I 1 ` I it 2"x4" CULAR TIE AT 4'-0" 0 C. CEILING JOISTS 2"xB" AT 16" O.C. 8" X 12" PINE PURLIN I I I Y I 6" THICK PINE KNEE COLLAR BRACE I I ! I I f ' i 8" % 12" PINE PURLIN STANDING SEAM COPPER ROOF, 18 GAUGE OVER 'IDE RUBBER WATERPROOF MEMBRANE I I I CEDAR FACIA TO MATCH x.l- t- 'ti I EXISTING " DOUBLE 8" % e" PINE HAMMER BEAM I 6" THICK PINE KNEE HAMMER BRACE W' f I ' i i ARCH/~ e" % 8" PINE POST T&G CEILING VERTICAL T&G CEDAR SIDING \ \ I © ® 1"x4" CLEAR CEDAR V-GROOVE NO 1 GRADE t I ,{F~IN_. FL " ~ y r YELRV. 3._p. x SOLID MAHOGANY AND. PINE 1"x4" CLEAR CEDAR V-GROOVE CUSTOM RAILING T&G AT UNDERSIDE OF 4" % 6" SOLID (-12" CMU WALL PINE JOIST _ •4 REBAR AT 12" CMU WALL REINF W/ - E V L-0..-6~~, •4 REBAR AT 16" O.C., VERTti' AND HOR TRUS B" X 8" SOLID'-' BATT INSULATION EVERY COURSE AND HOR TRUSS REINF AT EVERY COURSE I - BRENNAN . PINE BEAM SOUNDPROOFING DESIGN 12" CMU COMMON U-BLOCK MASONRY---•~- I INTFI RGWF W/ (91 of, RCRAR BATT INSULATION SOUNDPROOFING WORKS n LaoirvU U KtMRN rWUK INCORPORATEDyy( 12" CMU AND FIELDSTONE VENEER WALL REINF W/ •4 REBAR AT 16" O.C. VERT FIN FL. EL V. -6'-2/2'" 18" CONC WALL REINF W/ •4 REBAR AT / 16" O.C. VERT AND DOWEL INTO EXISTING I TO REMAIN'CONC WALL W/-4 REBAR AT 12" O.C. HOR AND VERT L_. EXISTING CON, FOUNDATION WALL 526 WEST 22nd STREU, NEW YORK, N" YORK WO11 TO REMAIN _ I, `213.986,1123 ' EXISTING 2 LAYER PLYWOOD EXISTING CONIC SLAB TO REMAIN FIBERGLASS REINF BITUMINOUS DAMPROOFING, NO NO 1 C40AR T&G ARCHED CEILING W/ SUBFLOOR TO REMAIN " Al?OXOr MW DRAINAGE MATTING, 4- DIA PERFORATED PIPE FRS FRAMING AS REQUIRED EXISTING 2"x12" FLOOR JOISTS H BRENNAN -RESIDENCE' - (SLOPE TO DRYWELU, AND GRAVEL BACKFILL TO REMAIN ~Passp eEast HORIZONTAL T&G NO 1 CEDAR CURVED EXISTING W15 ST.L SEAM TO x%63 Bridge Lane P HOT WAI WALL W/' FRAMING AS REQUIRED TO REMAIN Nass¢y:point, NY L EXISTING CONC FOUNDATION WALL- WIDi WIDE PLANK PINE FLOOR ON PHASE 2' ~ ~~i , TO REMAIN - PLY PLYWOOD SUBFLOOR OVER 2"x4" - THE TREATED WOOD SLEEPERS , 3" CONC SLAB ON COMPACTED CRUSHED ' . 94O8bO2 ` s STONE FILL REINF W/6x6-W2.9xW2.9 WWM rlr4E N16bEL RDom & CALLlipy " '.$EG71ON•t ` MODEL ROOM 'GALLERY SECTION II SCALE: I/4" - 1' • 0", 17 000bbr 1995 r f' VAG A 'At 7 I , 71 y s` t 1 REVrs . QNjE ~;;((,Ll'SCRJV7JPV J 10/17/95 BLDD.'DEPT SVOMISSION' ' _ HEAVY TIMBER BENT AS MANUF BY HEARTHSTONE ; , I 1'x4" CLEAR CEDAR V-GROOVE v. HOR T&G CEILING 06 Q5 4 4 ~ Q2 1 V_B." I I SLATE ROOF AS MANUF BYI 'EVERGREEN SLATE CO' 9'_e" - (SEMI-WEATHERING GRAY-GREEN) OVER RUBBER WATERPROOF MEMBRANE I ~H \X E EV. 25'-8" 2"x6" EXTERIOR STUD WALL 1/2" GYP BD INTERIOR I III VI Ili 1, 111 111 111 1111111 1! 1!! " R-19 BATT INSUL r ~ I I COX PLYWOOD I~ Ir 'TYVEK' HOUSEWRAP 'CLASSIC BUTT'DIAMOND CEDAR SHINGLES (TYP) I I I STANDING SEAM COPPER d I~ a II Yf 6 ROOF, 18 GAUGE OVER -Irk RUBBER WATERPROOF _ +~rf MEMBRANE 'I I E i s e e ~ I .~__~~ri_ -Y - EL..EV 14,_3„ v I }C,'~~ ~ - ~p.; " j ~ CEDAR FACIA TO MATCH EXISTING x( 11 It r ,r~l :l r~ m b t . - -I FF--= i J7 ~~P60 An FIELDSTONE ( ~VENEER I FIREPLACE NORTIIGRADCAL CEDAR SIDING N, FL, -YELEV. 3'•1" . C y~ 02268 ~pQ OF~,IE~ j- YELEV. 1'•3" T'x4" CLEAR CEDAR V-GROOVE 12" CMU WALL REINI° W/ 44 REBAR AT 16" O.C. VERT - W/ BATT INSULATION T&G UNDERSIDE AND HOR TRUSS REINF AT 1114E VA RT SOUNDPROOFING PI X 6 6" SOLID EVERY COURSE BRENNAN BATT INSULATION SOUNDPROOFING u - PINE JOIST a I B" X B" SOLID SINE BEAM DESIGN, IN EXISTING TO REMAIN FLOOR T:_pU COMMON U BLOCK MASONRY MY WORKS , I '`_I ~ ~ ' ' ~ n c rtc rvr nr .u a ncowv IIIIII'...I~J---JJ'JIII' _ FI ,FL. - 12" CMU AND FIELDSTONE VENEER WALL R WALL VERT ~i ELEV. -6'-2%2" REINF W/ •4 REBAR AT 1¢" O.C VERT 1 18" CONC WALL REINF W/ •4 REBAR AT i I EBAR AT v5 1 16" O.C: VERT' AND DOWEL INTO EXISTING TO REMAIN CONC WALL W/04 REBAR AT EXISTING " '.EBAR AT !26 WEST 22nd'5TREEf " 12" O.C. HOR AND VERT 1 Jill, NEW YORK, NON YORK 10011 I 212.9159.923 EXISTING CONC FOUNDATION WALL TO REMAIN CLEAN OUT DOOR ' )AMPROOFING, PRQ'CiT~~ ASH PIT FIBERGLASS REINF BITUMINOUS DAMPROOFING, DRAINAGE MATTING, 4" DIA PERFORATED PIPE ORATED PIPE BRENNAN RESIDENCE EXISTING CONC SLAB TO REMAIN VEL SACKFILL - Passage East 1563- Bridge Lane Nassau, Point, NY' - " PHasE z i /EX.ISTfNG (SLOPE TODRYWELU, AND GRAVEL BACKFILL G FOUNDATION WALL - ` TO REMAIN aw,.£ri r no 9408002 Y GONG SLAB ON COMPACTED CRUSHED STONE FILL REINF W/6x6-W2.9xW2.9 WWM. 1 rt ~ MODEL ROOM & GALLERY r --'SECTION , 7 MODEL ROOM & GALLERY SECTION ' SCALE: I/~~~ •.1• zw?F ' 17 "pbe'r' 1995 , 5`C' t 1 r 5 P 5, . I tA, Crt 11, 11395 t 12:96. - - . d - i I V h ~y r a,t., Y v I 1 I If Fi 1 J ( ' - 10104 6060 DEPT 546 N° S~ R J t ' 5 6 . 1' KEY PLAN , N W INDICATES AREA Of WORK i O O O i I I STANDING SEAM COPPER j - ROOF, 78 GAUGE OVER ! RUBBER WATERPROOF MEMBRANE ON PORCH CONTINOUS ALUMINUM ROOF (BELOW) HANDRAIL I OUTLINE OF CATWALK O ~ j 3" x 3" TEAK PLANKED O + / yf CATWALK ON ALUMINUM i OUTRIGGERS i I I i FREE-STANDING FIXED INSULATED GLASS SPIRAL STAIRCASE STANDING SEAM COPPER W/HANDRPL ANS ALUMINUM ENCOLSURE ` ~ I! I ROOF, 18 GAUGE OVER RUBBER WATERPROOF MEMBRANE j ~~~,EO Aacyr , ~yES HE y' 0 fi NrFOr NON \ ' r - 9 VI I ~ I N I I -I h -_'146 ~ - T ' - ~ ~ LI O CL LIGHTHOUSE i 7-- " - 8O~OGHTHOUSe BRENNAN + III' ~ LIGHTHOUSE DESIGN `"J I'I LEVERVATION r, WORKS INCORPQRATED BEAST BEDROOM EAST BEDROOM WING _4 BEAST BEDR061 EAST BEDROOM WING r (ELEV 22'-101/2") ~ . 526 WEST 22.d STREET NEW YORK, NEW YORK =11 e V-5" TYP ' 8" DIAMETER COPPER 212,9E9,1123 SPHERE YY_ 'It 1- 5'-10" TTP o PgOrwFCr NMrE 'i I i 4_p 4.4 I-6" TYP io TYP TYP \ BRENNAN RESIDENCE' ' Passage East I 1663 Bridge Lane Nassau Point, NY y I PHASE 2 I 19WI -cr AV _ r STANDING SEAM COPPER 2'-7" ROOF, T8 GAUGE OVER 9408002 T RUBBER WATERPROOF rl7LE 'LIGHTHOUSE OBSERVATION li fL LIGHTHOUSE NORTH' BEDROOM WING NORTH BEDROOM - IGHTHOUSE WING MEMBRANE OVER DOOR L AND-WINDOWS (BELOW). E ~ ~ O O LEVEL & ROOF PLANS„ 04 rl~' 17 October 1096. _ I144 1' = 0'f LIGHTHOUSE OBSERVATION LEVEL PLAN LIGHTHOUSE ROOF PLAW Owl, h, a, b ~ SCALE I 9CALE 1"_ 0" ^ r i Ott 11: 1995 1. 15',E7 ty 6 r i I ~vis~pt%s' . ~ ' , ~SCf~lPTILY?. 10/17/Q5 BLDG. DEPT. SUBMISSION 1 I _ t -SADDLE TYPE RIDGE ' - TO MATCH EXISTING -T-'~- i SLATE ROOF AS MANUF BY 'EVERGREEN SLATE CO' (SEMI-WEATHERING GRAY-GREEN) '.N) STANDING SEAM COPPER I I STANDING SEAM COPPER OVER RUBBER WATERPROOF MEMBRANE IEMSRANE ROOF, 18 GAUGE. OVER ROOF, 18 GAUGE OVER RUBBER WATERPROOF RUBBER WATERPROOF MEMBRANE I MEMBRANE II I I 9,. I I I LIGHTHOUSE RIDGE -L I ELEV. 31'-1v1_" I I ALUMINUM AND GLASS ENCLOSURE ALUMINUM RAIL I I m m I I n - ~7. IHI HOUSE INTERIOR ---c LIG r FI. FL. - r ELEV. 22'-10%v'(J~l ors - tl.~~ v i i FREE STANDING SPIRAL STAIRCASE --'-i I ~ ~ 'TEAL' CLASSIC BUTT' SQUARE CEDAR SHINGLES I I - i W1 HANDRAIL I yCV~ T \,l A', ~ ? ',w PYr1 ,T r(~ ' !~'rA Y LXr' 'TEAL' CLASSIC BUTT' DIAMOND CEDAR SHINGLES x A '`~ti~,/~ a * • ~e'X,~A~ STANDING SEAM COPPER Y~ q - K+ A ROOF, 18 GAUGE OVER I~ C,' hn Z~J jrq ,r %Y,, l.~~(,t o o X4~~''. / xyyy, RUBBER WATERPROOF M1 ) 11~},~tr MEMBRANE Y iA~1e e e ~y t~?,i ' xG 9~6 J STANDING SEAM COPPER XK) y w Y e I7~,~a-,~1/ X r~ ~kN/~~~A' ?k~ ROOF, 18 GAUGE OVER 'I~'~x c?'~ ~7/~~ ?Y ~gg ~,~tr K .~~fy V'L 1 RUBBER WATERPROOF v°'~~`crr /Xk)`,~)V ik~, Y~~aYX?, .r v ..k hr~ . MEMBRANE 1 n r PROMOS PROPOSED EXISTING n i I I ~I I a 1 \y~~4Q0 Ha I b I 1 i I l L 1 1 'F i =°-zrr ' I ~ I I I~ I I I _ LEAD COATED COPPER SCUPPER" I0 0220Th .O~ O , II 2" THICK BLUESTONE SILL rE OF N I W/FLPME FINISH EDGE BATT INSULATION 2" THICK BLUESTONE SILL _ SOUNDPROOFING m I W/FLAME FINISH EDGE © BLUESTONE TERRACE I h ~ I BRENNAN DESIGN I LIGHTHOUSE FIN, FL. I _ WORKS 1 ) ' PG' B ~ , NM PHO.ti'CT•M9/E ~2TOW r9 0112MK~ W it LOCAL FIELDSTONE VENEER LOCAL FIELDSTONE VENEER FULL ROUND 6" TO 10" OIAM FULL ROUND 6" TO 10" DIAM TIED TO CONC. WALL TIED TO CONC WALL I I FIBERGLASS REINF BITUMINOUS DAMPRDRAINAGE MATTING, 4" DIA PERFORATE(SLOPE TO DRYWELL), AND GRAVEL B3" CONC SLAB ON COMPACTED CRUSHED b BRENNAN RESIDENCE 7'F „Passage East 1663 Bridge Lane .hJpssou Poiht, NY , CONC AND FIELDSTONE VENEER WALL STONE FILL REINF W/6x6-,W2.9xW2.9 WWM PHASE 2 REINF W/ -4 REPAIR AT 16" O.C, VERT " 1. AND HOR EXISTING CONC FOUNDATION WALL ,mo~cr rro TO REMAIN 9408002 - 'HWEST ELEVATION (ENTRANCE @ DRIVEWAY) 4 SECTION _ LIGHTHOUSE ELEVATIONS' SOUTH ELEVATION EAST ELEVATION NORTHWEST EL 77 1' - 0" SCALE, 1. _ Dll 3 SCALE( 1' - 0" SECTION 0" SCALE I/4,, , p _ 0.. f ~7 Oc#obgr 1995 p 0" . '!Z ,'Q514YIAYr"M7; J( f i F n 4 4 p • x 1 tl[t: f1,' f"nl Ili 1~i 56~ aEvfsfcws SYMBOLS O rF OESCRJPTiO GENERAL NOTES AND SPECIFICATIONS 3/28/95 BLDG DEPT SUBMISSION 1 ALL CONSTRUCTION WORK' TO BE PERFORMED IN 19. ALL STRUCTURAL LUMBER 'TQ BE DOUGLAS FIR 42. 5aINCH GYPSUM BOARI 'SUM BOARD SHALL BE USED THROUGHOUT C. FINISH CARPENTRY- SAMPLES OF POPLAR DRAWING 'AGES AND BOILER ROOMS IN WHICH CASE %INCH INTERIOR TRIM AND CEDAR EXTERIOR TRIM. ovc xo G } ACC'ORD' NC'E-WITH LOCAL AND STATE.B,UILDING CODES. CONSTRUCTION GRADE 02 U-1350) OR BETTER UNLESS EXCEPT IN GARAGES AND I FIRECODE "C" SHALL' BE USED. DRYWALL L T EXTERIOR ELEVATION INDICATOR J INDICATOR OTHERWISE SPECIFIED. GYPSUM BOARD FIRECODE ;HALL BE IN COMPLIANCE WITH THE GYPSUM D. CUSTOM CASEWORK- MANUFACTURERS CUT G\SS RED Cy~TF I 2 "ALL 'ELECTRICAL WORK TO BE PERFORMED IN INSTALLATION SHALL BE IN INSTALLATION AND PROCEDURE MANUAL ACCORDANCE WITH LOCAL AND. STATE BUILDING CODES. 20. ALL WOOD JOISTS BUILT INTO MASONRY SHALL ASSOCIATION'S INSTALLATIC HAVE A, MINIMUM BEARING OF 4 INCHES, BE FIRE CUT AND INCLUDING ALL STUD SPAC STUD SPACING, BLOCKING, NAILING, TAPING, SHEETS, SHOP DRAWINGS INCLUDING HARD- BUILDING SECTION INDICATOR REQUIREMENTS. WARE, ETC. JDICATOR 05`` '1 Rip 3. ALL PLUMBING WORK TO BE PERFORMED IN ANCHORED WITH STEEL STRAPS EVERY 4 FEET MAXIMUM. AND SPACKLING REQUIREME z ~ 0 A6'60RDANCE.WITH LOCAL AND STATE BUILDING CODES. 5. THERMAL AND MOISTURE PROTECTION -J SECTION INDICATOR d4,y o 21.. PROVIDE 2 INCH CLEARANCE BETWEEN COMBUSTIBLE A. WOOD SHINGLES AND SHAKES- PROVIDE 'I 4. DO NOT,SCALE DRAWINGS,USE'DIMENSIONS ONLY. STRUCTURAL MEMBERS AND BRICK CHIMNEY OR APPROVED S~ 6~O qr yot ALL DIMENSIONS TO 'BE 'CHECKED 'BY .CONTRACTOR METAL FIREPLACE FLUES. 43. WATERPROOF GYPSUM DF GYPSUM BOARD, WONDERBOARD OR SAMPLES. 1 N Jr PRIOR TO CONSTRUCTION. OTHER LIGHTWEIGHT CONC 7GHT CONCRETE TILE BACKER BOARD SHALL B. ROOFING TILES- GRADE "A" SLATE AS DETAIL INDICATOR IN ALL BATHROOMS AND TOILETS THROUGH- FURNISHED BY EVERGREEN SLATE CO. v l SAMPLES, MANUFACTURERS CUT SHEET g COLUMN LINE INDICATOR TOR . THE CONTRACTOR SHALL LAY OUT HIS WORK AND BE 22. PROVIDE 'WOOD BRIDGING OR.BLOCKING AT 8 FEET BE INSTALLED IN ALL BATE 6 AND DETAILED ROOF LAYOUT AS FURN- RESPONSIBLE FOR ALL `DIMENSIONS AND_ PROVIDE ALL, ON 'CENTER MAXIMUM. OUT. DIMENSIONS AS REQUIRED FOR OTHER TRADES. 23. PROVIDE FIRE-STOPPING AS REQUIRED AT ALL WALLS, 44. ALL WINDOWS AND, DO INS AND, DOORS SHALL BE GLAZED WITH ISHED BY EVERGREEN SLATE CO. REQUIRED. I.E., ELECTRICAL, PLUMBING, ETC. -CEILINGS AND OTHER CONCEALED AREAS. SEALED DOUBLE GLAZED L E GLAZED UNITS. WINDOWS AND DOORS DIMENSION LINE SHALL BE SIZED ASREQUI J AS 'REQUIRED OR AS DETAILED ON THE C. CUSTOM SHEET METAL ROOFING-DETAILED SHOP DRAWINGS. 6, THE CONTRACTOR SHALL BE. SOLELY RESPONSIBLE DRAWINGS. ' FQR THE MEANS OF CONSTRUCTION, SEQUENCE OF, 24.,'ALL' INTERIOR STUD PARTITIONS/ WALLS SHALL BE R 1 O¢PERATION, PROCEDLIRES AND TECHNIQUES. REQUIRED FOR. CONSTRUCTED OF 2 INCH BY 4 INCH WOOD STUDS AT 45; ROOFING TO BE CLAS 0 BE CLASS IN, ALL NEW ROOFING SHALL D. GUTTERS AND DOWNSPOUTS- MANUFACT- ELEVATION INDICATOR PITH THE MANUFACTURERS, GUARANTEE OF URERS CUT SHEET AND/OR SHOP DRAWINGS. }H.E SAFE.EkEQUT1QN:OF THE iCONTRACT-WORK. THE 16 INCHES, ON CENTER.. BE PROVIDED WITH THE M. N 15 YEARS SERVICE, UNLESS OTHERWISE E. JOINT SEALERS- MANUFACTURERS CUT NORTH ARROW „ CVUNTRAGTQR,'SHALL INSTITUTE AND MAINTAIN SAFETY NOT LESS THAN 16 YEARS SHEETS AND COLOR SAMPLES. PHASES QF 26. PROVIDE SOLID BLOCKING UNDER, ALL PERPENDICULAR NOTED. PROCEDURES, PND PRECAUTIONS FOR- b7HE WORK.PARTITION WALLS AND, DOUBLE;, JOISTS UNDER ALL 'AVEMENT SHALL BE 2 INCH ASPHALTIC 6. DOORS AND WINDOWS NQR c SPACE/ROOM DESIGNATION JATION lr PARALLEL PARTITION WALLS., PROVIDE DOUBLE JOISTS,.' 46. ASPHALT PAVEMENT S 4, INCH COMPACTED PLANT MIX BINDER A, STILE AND RAIL WOOD DOORS- MANUFACT- 7N' THE CONTRACTOR' SHALL VISIT THE 5 7E AND BE HEADERS AND TRIMMERS AT ALL FLOOR OPENINGS CONCRETE ON 4, INCH COI r r AND STAIRS. BASE OR AS DIRECTED BY IRECTED BY THE ARCHITECT. URERS CUT SHEET FOR INTERIOR DOORS. RESPONSIBLE FOR HAVING REO'ORDED ALL' CONDITIONS EXTERIOR DOORS BY MARVIN WINDOWS CO. WALL TYPES '-WITH IN MITTED INe:GONIJECTQN 'PROJECT, ALL! COSTS, SUB- SHALl,L8E SHALL 8E - 26,. ALL WOOD SILLS TO, HAVE '!/PINCH DIAMETER BY 47,. EXPOSE ALL ELECTRIC L ELECTRICAL WORK IN WALLS OR OTHER B. SECTION OVERHEAD DOORS- MANUFACTURERS 18 INCH ANCHOR BOLTS AT`6 FEET ON CENTER MAXIMUM SUIRFACES ?b BE REMOVE ~ `s Bria~Ep EN;THORDtJGH''KNQWGEPOE OF;ALL` WORK AND ECT O OR R REWIRE IRE A AS REQUIRED. REMOVED. CONTRACTOR CUT SHEET FOR WOOD GARAGE DOORS. 0 DOOR NUMBER . MgTERIgLS~ REQUIRED. NO CL'*MS FOR EXTRA'COMPEN SHALL DISCONNECT OR RE SATtONs BASED QN' IGNORANCE'.:OF VISIBLE=' OR IMPLIED 27.. ALL FLOORS SHALL SUPPORT A MINIMUM LIVE LOAD C. WOOD WINDOWS- BY MARVIN WINDOW CO. RICAL AND TELEPHONE WIRING, CONDUIT, SHOP DRAWINGS REQUIRED FOR ALL CUSTOM 0 WINDOW NUMBER CONDITIONS";;WILL BE ;CONSIDERED "OF '40 LB/SF UNLESS OTHERWISE NOTED. ALL ROOF 48, ALL ELECTRICAL AND FS'AND MECHANICAL EQUIPMENT OF ANY WINDOWS. STRUCTURES SHALL SUPPORT A , MINIMUM LIVE LOAD OF PLUMBING, DUCTS AND MEC TYPE SHALL BE CONCEALS 40' LB,/ Si CONCEALED IN NEW WALL OR CEILING D. DOOR HARDWARE- MANUFACTURERS CUT 8 7He pR 'W GS REFLECT CONDITIONS REASONABLY!,, CONSTRUCTION UNLESS 01 UNLESS OTHERWISENOTED ON THE SHEET. t DE--TERMINED FROM EXISTING CONDITIQNS" OR INFORMATION DRAWINGS. I~rr FU 4SHED, BY OTHERS ANb CANNOT BE.,GQARANTEED QY 28. ALL FOOTING TO ,BE ,3 FOOT 6 INCHES BELOW DRAWINGS A CMfCECT. THE- CONTRACTOR SHALL VERIFY ALL FINISHED GRADE. ALL FOOTINGS SHALL BE 12 INCHES DEEP, 49, ALL ELECTRICAL EQUIF RICAL EQUIPMENT, OUTLETS, LIGHT SWITCHES, 7 FINISHES ABBREVIATIONS LIST OF DRAWING` , CONDITONS PRIOR'TQ QOMMENCING WQRk.: QN THIS BY 24' INCHES'. WIPE UNLESS OTHERWISE NOTED AND THERMOSTgTS, ELECTRIC F RRCTJE T:'"AND REPORT ALL, pISCREPANGIES 70 THE BEAR' ON UNDISTURBED: SOIL. ED EQUIPMENT OF ANY _T`. ELECTRIC PANELS, AND OTHER WALL MOUNT- A. CERAMIC TILE FLOOR FINISH- SAMPLES AND e EACH AT G-1 COVER SHEET JER SHEET ARCHITECT. MOUNTED AT, STANDARD T OF ANY TYPE, SHALL BE UL LISTED AND CUT SHEETS. COLOR TO BE SELECTED BY AF.F ABOVE FINISHED FLOW GENERAL NOTES TANDARD TRADE HEIGHTS. OWNER.- ARCKT AARRCHITEECT JERAL NOTES 29, INSULATION SHALL BE INSTALLED TO PROVIDE Bo BOMD A-1 PLOT PLAN IT PLAN 9. ANY 'AMBIGUITIES,,ERRORS. 'OR INCONSISTENCIES' NOTED CONTINUITY OF INSULATION. AT PLATE LINES, SILL LINES 50: OUTLETS SHALL BE IN SHALL BE INSTALLED 6 FEET ON CENTER B. CERAMIC TILE WALL FINISH- SAMPLES AND BLDG. BUILDING CUT SHEETS. COLOR TO BE SELECTED BY BLKn SLOOCKA40 A-2 FLOOR PLANS @ )OR PLANS @ o-e BY' THECONTRACTOR'SHALL BFI BROUGHT TO. THE AND CORNERS. INSULATION SHALL BE AS INDICATED ON MAXIMUM. GROUND FAULT It NO FAULT INTERRUPTER CIRCUITS SHALL BE OWNER. GOT GOTTOW GARAGE & SECO ~AGE & SECOND ATTENTION OF THE ARCHITECTiMMERIATELY' AND IN DRAWINGS. PROVIDED FOR ALL BATHR ALL BATHROOM, KITCHEN, AND EXTERIOR CAB. CABIN" FLOOR )OR FR01INDE IN NR. FIRE WRITING ANp tHE ISSUES RES06VEb. 'AND, DOCUMENTED. OUTLETS. C. HARDWOOD FLOORING NAILED SAMPLES. CEM CEEENTr CPT COMCReTE MASONRY UNIT A-3 ELEVATIONS @ G :VATIONS @ GARAGE RATED SEPARATION To P IOR TO ',THE PERFORMANCE .ANO/OR 'COMPLETION OF 30. A VAPOR BARRIER SHALL BE INSTALLED ON WINTER D. PAINTING- ONE PRIME AND TWO FINISH CT CERAAFC TILE T;,E WORK: WARM SIDE OF INSULATION. 51. SMOKE DETECTORS SH 'ECTORS SHALL BE INSTALLED 12 INCHES CHT CEILING HEIGHT q_a secTloN @ cARa COATS. COLOR AND FINISH TYPE AS CLG. CELNG :TION @ GARAGE PAGE 717JM(1)OF M.E STATE WILDING CODE. 4 MINIMUM FROM WALLS AS WALLS AS INDICATED ON DRAWINGS. SMOKE SELECTED BY OWNER. PROVIDE CUT SHEET. CL. CLOSET 1EDULES F 1R.;1THE COt}TRAGTOR„ SHFN l.' DESIGN qND INSTALL 31, ALL ROOF SPACES/CRAWL SPACES SHALL BE DETECTORS SHALL BE 120 ALL BE 120 VOLT AC POWERED AND SHALL COL CLOSET' A-5 SCHEDULES BACK-UP POWER. AN ALARM AT ANY ONE COONC cCONCRETE CTON AQ~QUATE SHORING 'AND BRACING A5 REQUIRED' FOR ALL NATURALLY VENTED, HAVE BATTERY BACK-UP I LL CAUSE ALL UNITS TO SOUND 8. SPECI PL TIES CONTR CONTRAmTOR E/M-1 ELECTRICAL/MEC DET. DETAL GARAGE & SEGO CTRICAL/MECHANICAL ?AGE NS a secoND FLOOR ° SFRUCTURAL'OR REMOYAL TASKS AND SHIALC HAVE DETECTOR SHALL CAUSE F .Y. A. TOILET AND BATH ACCESSORIES- MANUFACT- Du. DIAMETER PLANS ws PROVIDE DPEINNGS FOR n4j SOLE RESPQNSIBIIITYFOR ALL,QAMAQV" R•INJURES 32:•ALL BATHROOMS SHALL BE VENTILATED. WHERE NO SIMIULTANEOUSLY. CAUSED BY THIS WO.NK AND SMALL REPAIR ALL' DEFECTs WINDOW 15 PROVIDED, THE'SATHROOM SHALL BE URERS CUT SHEETS. ON GwEN8nON ON DOWN EMERGENCY ESCAPE AS HIS' DWk'_rXPENSE_; s MECHANICALLY VENTILATED, TO. PROVIDE FIVE COMPLETE, 52._ EXISTING LIGHTS, WIRIN IGHTS„WIRING, PLUMBING AND MECHANICAL DWG(S) DRAWNG(s) AIR. CHANGES PER HOUR. PROVIDE 1"INCH UNDERCUT ON EQILIIPMENT SHALL BE ALTI ILL BE ALTERED, RELOCATED, REWIRED, AND 57. THE OWNER RESERVES THE RIGHT TO REJECT ANY ELEC eUFcTRIC PLUMBING °LUMBING REQUIRED BY FARE 714 OF WMBING WASTE N.Y. STATE DUILDING CODE. DQbRS-OF MECHANICALLY VENTILATEDBATHROOMS. REUSED WHEREVER PERMII VER PERMITTED. NEW EQUIPMENT SHALL BE INSTALLED MATERIAL OR ASSEMBLY NOT PREVIOUSLY EUELEV ELEVATIIOV, ALL PLUMBING WAS BWATER LINES NEE' BER LINES NEED E CONTRACTOR-SHALL BE RE5PON5l LE FOR-'THE PROVIDED WHEREVER -REQI ,a 4 1'>dTECT1ONOF AlL-ENISTING AND NEWMflTERtALS 33 'ALL STEEL SHALL BE A36 UNLESS OTHERWISE NOTED COMPLETE THE WORK OUT REVER -REQUIRED, OR NECESSARY TO APPROVED FOR INSTALLATION THE CONTRACTOR SHALL EasT EXPAT.NGRON JOINT BEFORE COVERING 'AND-C NQt.TEON$ WITHIN TIDE PROPOSED; -CONSTRUCTION OR SPECIFIED. WORK OUTLINED ON THE DRAWINGS. REMOVE ALL REJECTED MATERIALS AND SHALL INSTALL FN.EXT. FEXTH/IFwsHEO TESTING BEFORE COVEI TWEL IX THE APPROVED MATERIAL OR ASSEMBLY AT THE CON- F FVTURE AREA ANYisDAI AGEOA0§EO BY' QR DU171NG''THE EXECUT- ICON OF TH.,WORK:IS;'THE RESPONSIBILITY OF THE 34. PROVIDE 6 MIL VAPOR BARRIER UNDER ALL CONCRETE 53• CONTRACTOR 'SHALL ' G DR'SHALL ' COORDINATE HIS WORK WITH ALL TRACTOR'S SOLE EXPENSE. FRCW.e. FIRE RRETARDENT GYPSUM 100ARD pLUMBERCERT/Fll WA (HEATING,'VENTILATING, PLUMBING AND FT FWT/FEET QNLEADCONTENTI 'R CEIMMAT/ON AND SHALL BE:REP?1RED1O-T}±E ARCMIY. OTHER TRADES (HEATING," C) AS REQUIRED. 58. ALL WORK SHALL BE GUARANTEED FOR ONE YEAR F.P FIREPROOF LE40C CONTENT BEFORE B R E N N AN ?CPS SATiBFACTION' AT THE, CON7RACl OR'S SOLE SLABS ON 'GRAPE. ELECTRICAL, ETC) AS REQI FREPROOF, AFTER FINAL APPROVAL. THE GENERAL CONTRACTOR GAS` GUAGE SELF-LLOSNG CER//!-IC4T OF OCC rE OF OCCUPANCY DESIGN f - •,EXP NSEc 35, ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE RAOTOR SHALL OBTAIN ALL PERMITS AND SHALL SIGN THE WRITTEN GUARANTEE AS PROVIDED BY OIL CLASS REQUIREMENTS OF AMERICAN CONCRETE INDUSTRY 318 54.. THE CONTRACTOR SHE 70R CONSTRUCTION AND OCCUPANCY, PAY THE OWNER. THIS GUARANTEE SHALL COVER ALL OF THE G.WB. GYguv WALLBOARD SOLDER USED %N{ 'USED %N 'WATER WORKS 12': THE CONTRACTOR SHALL KEEP THE•CONSTRUCTION' (A. C.I. 318) AND DEVELOP A'MINIMUM COMPRESSIVE CERTIFICATES FOR CONSTI FY ALL CONCERNED PARTIES, SCHEDULE AND GENERAL CONTRACTOR AND SUBCONTRACTOR WORK. ALL HIND HOLLOW CORE WOAD DOOR SUPPLYSYSTEMCA PROVALS OF ALL TRADE AND UTILITY DEFECTS DISCOVERED DURING THE GUARANTEE PERIOD HoCP HDWR HANDICAPPED SYSTEM CANNOT INCORPORATED AR EA 'AND Si7 FREE AND CLEAR OF; ALL DEBRIS ,AND STRENGTH OF 3,000 PSI WITHIN 28 DAYS. MINIMUM CEMENT ALL FEES, NOTIFY ALL COI KEEN1lJT lLL UNAUTHORIZE[7PERSONS. TER COMPLET F4CTOR. SHALL BE 6.75 BAGS OF CEMENT PER CUBIC COORDINATE APPROVALS 'C HARDWARE FX(A+EE© 211,0 04 S) 1/1,0 off %,LEA& Hy ION OF THE ORK THE ENTIRE,CONSTRU.CTION AREA IS COMPANY WORK ON THIS K ON THIS PROJECT. SHALL BE REPAIRED TO THE OWNER'S SATISFACTION HVAC HEATING VENTILATION AND AT THE CONTRACTOR'S EXPENSE. AB CCMTIONING HORIZ. HORIZCwTAL If coppw tBbI11o M11M r TBbIRR N Used YARDPCONCRETE_ MAXIMUM SLUMP SHALL BE 5 INCHES. far vMw diWftdnl HEIGHT KINGS SHALL BE SUBMITTED TO THE ARCH- Ha. HIGH PONT MtMgpiping dull D wdiWftdng O GIIY/L CnONDITfNY, CLEANEIJ- ANp til STORED t0 THE 36. RE Q . tE QMP alvlRo shoN be NFQRCING STEEL SHALL CONFORM 55, SHOP DRAWINGS SHAL L TO A.S.T.M. - ITECT FOR AP,ROVAL,P,RI( ?ROVAL P,RIOR TO THE ORDERING, FABRIC- ICT XIRT s.-x.-. 13'. TL{E L^QEiTRACTOR,- SHALL, HANG DUST;, CURTAINS. WHEN A`815 GRADE 60 'FOLLOW A C 1 RULES FOR BAN' DL I AILING. ATIION' OR INSTALLATION, D ALLATION, OF'ANY EQUIPMENT TWO COPIES Jr JOINT w b Ij 'J 526 WEST STREET AGCESSORIES' AND SUPPORTS FOR REINFORCING STEEL Ya NEE S 1`;,,AW7 PROTECT ALI:EXISTIIVG'LMATE'RIALS; OF EACH SUBMITTAL ARE. IIT,TAL ARE REQUIRED FOR REVIEW PURPOSES. Loc. LOCATIOTN NEW YORK, M 3 ro AS ALL *M SURFACES Td"REMAIWfROM„DUST; DIRT', SHALL' CONFORM TO A.C. '.ISTANDARD, CONCRETE COVERAGE THE CONTRACTOR SHAL4 OR SHAL4' COORDINATE ALL WORK INDICATED CONTRACTOR'S SIGNATURE rLP LOOSWOPa NT REQUIRED 212 9 9 1@YORK 10011 ~TE ncY PROJECT NAME I A pN:'AtVIJ. PAINT' OR SPACKLE SPLATTER DURING SHALL BE 3 INCHES FOR AL'L' STEEL' IN FOUNDATION WORK;, ON SHOP DRAWINGS" WITH TINGS WITH FIELD DIMENSIONS AND CONDITIONS MAT, MATERNAL ` CQry9T~PlUCT44N. SPLICES SHALL BE'32 BAR DIAMETERS MINIMUM. e PRIIOR TO SUBMISSION 70 WSSION TO THE. ARCHITECT FOR APPROVAL. MAX MA4IMDM MEN MECHANCAL WTL WN METAL 14`+MATCH"',MEANS. TO PROVIDE AND,'ANS7AL) NEW 37, WELDED WIRE FABRIC SHALL CONFORM TO A.S.T.M. 56. THE CONTRACTOR 5Hi ASSEMBLIES OR PR04 UCTS' MATCHING THEA-82` AND A-185. FABRIC SHALL BE LAPPED 12 INCHES MATERIALS, SHOP' DRAWINGS' AND CU ?ACTOR SHALL SUBMIT FOR APPROVAL Mo' MASONRY OPENING OCCUPANCY OR JIGS AND CUT SHEETS OR SAMPLES AS VTD. MOUNTED VCY OR BRENNAN RESIDENCE r'+ 4 + + "y; REFERENCED EXISTING MATERIAL; ASSEMBLY OR PRODUCT MINIMUM AND TIED WITH STEEL WIRE. REQUIRED, FOR ALL 'MATER ALL 'MATERIALS, ASSEMBLIES, AND Nic NOTDIN"CONTRACT USE IS UNLAWFUL ¦~~rc1~t Passage East INLAWML 1663 Bridge Lane :COMPLETELY; INCLUDING''- ACCESSORIES, COLORS AND BUILDING PRODUCTS REQUI UCTS REQUIRED FOR THIS PROJECT, N T.S WITHOUT CERTIFI . NOT SCALE INI$HE5.; (WHEN MATCHING' I$," REQUIRED, THECONTRACTOR 38'. A.C.I. SPECIFICATIONS FOR CURING' PROCEDURES, AND INCLUDING BUT NOT. LIMITE NOT.LIMITED TO THE FOLLOWING Oc. ON CENTER T CERTIFICATE. Nassau Paint. NY ,SHALL PROVIDE SAMPLES OF THE REQUIRED,MATERIALS HOT, AND COLD WEATHER PROTECTION SHALL BE OBSERVED. PPG OPENING PART. PARTITION IPANCY FO,R APPROUALV 1. SITEWORK +,k 39. CONCRETE BLOCK WALLS SHALL BE BONDED WITH A. STONE FAVI PLY POUNOOD NDS STONE PAVERS SAMPLES, COLOR AND PSI STAR R PER SQUARE INCH PROJECT NO SYMBOLS R STAR RISER REF. REFRIGERATOR/fEFERENCE 9408002 16 "REMOVE? FANS -'1 /JCF DOWN AND DISPOSE 'OF THE PREFABRICATED. JOINT REINFORCEMENT AT EVERY TEXTURE TO, ;XTURE TO, 6E APPROVED BY ARCHITECT. REDS REGULATIONS [3jfGNAED +MATERIAL, SEMBLY OR D`fHER INDICATED SECOND JOINT;' - TURN R p~pLp OYEOpSNOTEI MATERIALS REAP RE FORCING FLA. RE A i, OYED AS NOTED TI E 9~ r r fT Q~tiIN+A LAVFUL!MAN M OFF',. 7HE. SITEAT THE 2. MASONRY IRY . ' R EVD. REWRED R J BY. COVER SHEET COWAACTOR'S SOLE-.EXPENSE A. ROUGH STOP ? 40. ALL' EXTERIOR JOINTS AROUND WINDOWS AND DOOR, ROUGH STONE- 'SAMPLES, COLOR AND ®j ® FIN ROOM DATE: / B.P. ~,r,[+,~ ~'t` '4 FRAMES, OPENINGS BETWEEN WALLS AND ROOFS/CEILINGS' TEXTURE TO .XTURE TO BE APPROVED BY ARCHITECT. EARTH CONCRETE BLOCK SECT. SECTION FEE:g ryS' BY.- _IZIL NOTIFY BUILDING DEPARTN !DING DEPARTME AT GENERAL NOTES & AM TO 4 PM FOR THE SPECIFICATIONS 1 'I^'SALVA'GE"' MEANS`.D1 AS, BLE+,Df$MOUNT; AND' STORE. AND BETWEEN WALL PANE LS„OPENINGS AT PENETRATIONS, GRAVEL GYPSUM BOARD S WD SOLID CORE WOOD DOOR 785-1802 9 AM TO 4 PM I r, - o o q SPECS. SPECIFICATIONS FOLLOWING INSPECTIONS: NSPECTIONS: ~4, '`t u IjEMS TD BE iREMOVED FOR REU$ IN ;!~HE' WORK OR OFUTILITY 'SERVICES THROUGH WALLS, FLOORS, ROOFS,;' 3. METALS ' TRA FER', 0 THE OWNER I}J AN AREA, PESIGNATED BY. AND'ALL OTHER' SUCH OPENINGS IN THE BUILDING ENV'- A. STRUCTURAI STD. STANDARD STRUCT. STRUCTURAL 1. FOUNDATION - TWO RE 'ION - TWO REQUIRED TH VWNEF:ELOPE, SHALL BE GASKETED, CAULKED, WEATHER STRIPPED DRAWINGS AN STRUCTURAL STEEL- DETAILED SHOP REIN. CONCRETE ® ACOUSTICAL TILE SUSP. SUSPENDED FOR POURED'CONCRETE 2AWINGS AND OR ERECTION DRAWINGS T.E. TOILET EKHATTST 2. ROUGH - FRAMING & PL ~EDCONCRETE OA7E OR OTHERWISE. WITH ALL COI r+F TH ALL CONNECTIONS INDICATED. ® TLC TONGUE M GROOVE 3. INSULATION FRAMING & PLUMBING TN 24 MARCH 1995 17FLASH AND PATCH', ALL FLOORS AND SUB-FLOORS AS B. METH FABF PLYWOOD RIGID INSULATION T.0 TOP OF 4. FINAL - CONSTRUCTION CONSTRUCTION MUST s REQUIRED 41: 'CORROSION' 'RESISTANT FLASHING SHALL BE INSTALLED, METAL FABRICATIONS- SHOP DRAWINGS. THK. THICKNESS/THICK _ rYP TYPICAL BE COMPLETE FOR C.O. ETE FOR C.O. SCALE UL. SHAL CT VINn COWO SIT KW $ L T TILE NE ALL CONSTRUCTION OF 7 ® WOOD FINISHED ® BATT INSULATION V RUCTION SHALL MEET NOT TO SCALE ABOVE ALL WINDOWS, DOORS AND WALL OPENINGS.. 4. WOOD AND PLASI a 18, ALL PATCHING pF' "EXIS7IN ;-CpNDITIO,Nj SHALL BEGIN PROVIDE FLASHING AT ALL ROOF OPENINGS, CHIMNEYS AND THE REQUIREMENTS OF 7 AND PLASTIC W.I.C. WALK IN N CLOSET WATER CLOSET STATE CONSTRUCTION & IEMENTS OF THE N.Y. STRUCTION & ENERGY OR4YING NO AT; THE NEAR ST SFtEAK IN PLfNE OR°;DO CTION,PATCH ROOF' WALL -INTERSECTIONS,' FLASHING SHALL EXTEND A A. HEAVY TIME ® ® W/ WITHR CLOSET STATE CODES. I HEAVY TIMBER'FRAMING- SHOP DRAWINGS. WOOD BLOCKING STEEL , METAL . NOT REB W/o WITHOUT HEAVY TI INpER TRUSSES- CUT SHEETS WD WALL DESIGN OR CONSTRUCTION iT RESPONSIBLE FOR AtE WALL',;FIOOR; OR' CEILING ,.,AREAS''DAMAGEfl, BY' HE MINIMUM OF.8 INCHES ABOVE LINE OF WATER' EXPOSURE, B. HEAVY TIME CONSTRUCTION ERRORS G-1 FMOVAL'fJFEXISTING"WALLS"WITH MATCHING MATERIALS AND SHOP OR LID SHOP DRAWINGS. WH WALL HUNG GLASS ® BRICK W P. WEATHERPROOF R WT A1~4 ~INI~NE$• , W.R, WATER PROOF ' "M WELDED WIRE IRE MESH + + Mar .RAi ~6u95 6&95 ti4'' , tit Q Ida t.' IEYJslov.9 \ ZONING ONTE l9E5CglPTlov 3/28/95 BLDG. DEPT. SUBMISSION ARTICLE IIA LOW-DENSITY RESIDENTIAL R- ESIDENTIAL R-40 DISTRICT E. NICHE USE A cy SEC, 100-30A.2 \ ALLOWED ONE-FAMILY DETAI t PROPOSED NO CHANGE -FAMILY DETACHED DWELLING Rp CHANGE BULK AREA 4 M1 SEC 100-30A.3 III n - PROPERTY LINE \ LOT SIZE 0 p6 ALLOWED 40,000 SOFT N \ PROPERTY LINE PROPOSED 249,262 SOFT ),000 SOFT MINIMUM OF O NO ?49,262 SOFT. EXISTING, m a NO CHANGE CEP 4 , LOT WIDTH BLACKTOP \ X02 ALLOWED 150' MINIMUM CKTOP \ 4 PROPOSED: 350' EXISTING, p 0' MINIMUM DRIVE IS \ LOT DEPTH i50' EXISTING, NO CHANGE \ ALLOWED 175' MINIMUM \ PROPOSED, 390' EXISTING, N 5' MIMIMUM 90' EXISTING, NO CHANGE \ FRONT YARD \ \ ALLOWED 50' MINIMUM 'MINIMUM \ PROPOSED* 150' EXISTING, M 50' EXISTING, NO CHANGE SIDE YARD i II / ALLOWED. 15' MINIMUM MINIMUM PROPOSED' 65' EXISTING, NO 5' EXISTING, NO CHANGE a°f'I' L~~r~b Sn fi a I ~ / /NEW BLOESTONE PATIO _ LAGOON BOTH SIDE YARDS 2D5 Fytprr~' v - OVER EXISTING BRICK PATIO 7 STORY ALLOWED' 35' MINIMUM MINIMUM 1 STORY PROPOSED 165' EXISTING, NC O ) 15' EXISTING, NO CHANGE ROCK WALLED ti REAR YARD VII Va ai rc / NEWT/2STORY AE30VE ~ti3F e}r / / EXISTING GARAGE PR2AMERHOUSE 11/ZSTORY GARDEN / QPO PALLOWED ROPOSED 50'S INIMUM MINIMUM FRAME HOUSE / 5' ti- n / LIVABLE FLOOR AREA AREA ALLOWED 850 SOFT. MINIML i SOFT. MINIMUM "A 2 2 STORY i PROPOSED' 7,060 SO FT, 060 SO FT. BOAT HOUSE (6,360 SO FT. (6,360 SO FT. EXISTING) AND DOCK / LOT COVERAGE (700 SOFT. A[ f700 SO FT. ADDITIONAL) / / \ \ ALLOWED: 20Z MAXIMUM MAXIMUM TOOL SHED PROPOSED 2X EXISTING, NO EXISTING, NO CHANGE BUILDING HEIGHT ALLOWED 35' MAXIMUM MAXIMUM PROPOSED' NO CHANGE CHANGE NUMBER CF STORIES )RIES AAXIMUM 4r u ¢ LAGOON \ ALLOWED. 21/,MAXIMUM PROPOSED: NO CHANGE CHANGE tw5+~ j - \ BEACH HOUS r' t \ WITH DECK - BEACH HOUSE WITH DECK I r \ 1i r It dot J- - ' / I ~4 I it I , I w lY 7 5 ~ \ I / SECTION 118 CTION 118 ryLO 4 T \ BLOCK 2 OCK 2 \ / LOT 3 T 3 BRENNAN DESIGN WORKS S^ r INCORPORATED ~'r> PECONIC' BAY vA k~ F 2a. ° \ \ / LAGOON t'~v~l tl xAf k, 1 t. t - - w t - r - - \ / Yr~ STREET 2 RKK,, NEW YMK NEW D 10011 T t Y i 212.9891123 i BRENNAN RESIDENCE Y _ it yxp A q!P Y _ Passage East 1663 Bridge Lane f t d / Nassau Point, NY tr ar k - " PROPERTY LINE \ / 1~70A~Cr AV 9408002 rraE PLOT PLAN ZONING NOTES 4 rF 24 MARCH 1995 ` SLOT PLAN Y SCFKE fl 6Y Nt ~t 1 - ~ _ ~ 1" = 40' ORl4wllw ND r: yr,° t Mar 2A Ifl@5' ~i 29 f] ' ;~i A-1 f REvfslovs CONTINUOUS FLARED SKIRT W/CEDAR 'PERFECTION' 24" X 24" X 2" THICK 3 OArE CESCRIPrfw - SHINGLES BLUESTONE PAVERS 3/28/95 BLDG, DEPT SUBMISSION _ W/FLAME FINISH EDGE ZXIST PAVING mNWW. 9MOINC WIMQW WNpOw IN SAND BED DOWNSPOUT E.-p.. !•-p.. 5•-a, EXIST STONE WALL E R ' - - TO REMAIN yP,P ~A 24" X 36" X 1" THICK BLUESTONE ~D 1. IF PAVERS IN MORTAR BED 2 a; V r O D ' o REMOVE EXIST CONIC APRON IN THIS .y AREA AS REQUIRED 0 S 10& 6 NOTE F NE++~ o 13 EXISTING GARAGE ROOF, INCLUDING: STL BM (W10 X 30) BUILT-UP ROOF, ROOF DECK, JOISTS, + SILLS, SKIRT AND SHINGLES TO BE O REMOVED f I y, TOILET BATH' I - ' f 11 _ Dil x i LOCAL FIELDSTONE VENEER FULL ROUND 6" TO 10" NAM r a t r ® I I t,-~ F, IF f } - w /EXIST NC FLOOR SLAB TIED TO EXIST CONC BLK WALL TO REMAIN 0 O E ¢ ' REMOVE E%IST--~i 1 r k ` I BfDRQOM - GONG SIDE`I4ALK 19 IN ITS ENTIRETY J F I C P F+ i H' --TOILET EXIST. GARAGE] Q _ EXIST B GE FILLED V u a _ x 13 WALL T0 O, BE' "SOl CONIC BLK O Be 'FILLED SOLID F it + ' y +A . I ,'(J E 1 ,y"CESS DN I D t 0 EXIST. _ EXI lk- A I, Hy'~Cry,, ORYWELL . EXIST. GARAGE TO 0 EXIST STL BM (W14 X 38) TO BE RESET LEVEL AND 1 DACE FLUSH W/TOP OF EXIST j + ROOF DRAIN FILL TO BE REMOVED COI :MOVED GONG BILK WALL -r - LAUNDRY I ` I ~ YiWCRW ,per, i/z OPK ROOF 'DRAINS - -e TIED INTO 2 HR. FIRE RAIL " t i 4' s 4" EXIST, DRYWEL-L 2" X 6 STUD. PARTITION PARTITION . RATES DOOR ap, .i.a. 1 ! ,I I. R-10 BATT' INSULATION dCODE 'C' "loll ~Ilr "v 1 .'C r, I' e `,REDROOF~ ~YEpY)0!A GYP. BD: FIRE 'CEDE 'C~ E u n > s a P: +r gtr~ - Ut j j D,a,~J OPEN . 2" BLUESTONE~ ti t fO STEPS WITH C .i+ a u+a BELOW FLAME FINISH _ _ DN IQ O O 1%z" OAK + X 4', INTERIOR EDGES Q~ RAIL _ 2T 0 W~" ~I ® ®®H. 1: t ~f s e gf d N L' 3R a s.,. y SO F~j ®OTH SOES TYP 21 0 18 REMOVE EXIST C (NC T C NC F MUD RM EXIST. TOIL ST. TOIL - STAIR IN ITS ENTIRETY ENTI ETY EU STAIR , M3 I. EXIST DOOR TO BE EXIST KITCHEN REMOVED, PATCH WALL MAD O I y _ _ _ _ _ _ TO MATCH EXISTING Q - - API PLANTING AREA DI DOWNSPOUT / O 'WINOOw'' wINoa w i 6 - E VA'n E AL 9(~f S BLUESTONE F EXIST DINING ROOM BLUESTONE PATIO 2" BLUESTONE WITH FLAME FINISH ROOM - ~ 1'I BLUESTONE 2" r rX 6 EXTERIOR STUD WALL 1^ BLUESTONE WITH SAW CUT EDGES IN MORTAR BED ON EXISTING ET] IF! 6ullmNO EDGES FOR. F ";EDGES BOR. ALL FIELD AREAS PORCH AND STEPS BRENNAN "'GYP BD INTERIOR EXIST BRICK 2" BLUESTONI EXISTING KITCHEN STEPS TO BE EDGES FOR A BLUESTONE A WITH FLAME FINISH EXIST BRICK PATIO EDGES FOR DG EXPOSED TO REMAIN - DESIGN R-19 BATT INSULATION ROOF REMOVED PERIMETER EE 'Y,,yy~"~CDX'PLYWD00 ` PERIMETER EDGES \ 'TYVEK' HOUSEWRAP. WORKS CEDAR 'PERFECTION' SHINGLES, INCORPORATED TYP. s _ FIELDSTONE WALL W/BLUESTONE SEAT Amn rnalur- v i~ rr ur r t- ~•to^ ~ tib a w it i "rE~glVb ~1 ~4#~ PAY4 GARAGE M h' t FIRST FILOOR PLAN GgRAG G'AR'AGE SU WEST 22nd STREET NEW YORK. NEW YORK 0011 2 G 212.M.1123 i aao~cr ,vanes Wa, BRENNAN RESIDENCE Passage East 1663 Bridge Lane Nassau Point, NY t, m arorECr Icy 9408002 rlRE FLOOR PLANS r AT GARAGE & KITCHEN oarE KEY PLAN 24 MARCH 1995 scacE N ® INDICATES MEA OF WOflN 1'-0'' OFaM1NG NO A-2 Mar 24. 1995. 02 39. 'i9. - - FE?JSJLIVS k EXIST MA TOP OF EXIST MAIN ROOF 154TE OESCRJPTJGW - TOP OF RIDGE 3129/95 BLDG DEPT SUBMISSI 1 ~ PROPOSED 2N0 FLOOR ' - - - - - - - - - - ELEV.- ELEV. 26'4yi' EXISTING KITCHEN PROPOSED 2ND FL. TOP OF RIDGE - - - - - - - - - - - - - - A - - - - - - - - - - - ~r P~~ eke D q BPS ' ELEV. 24-0' GABLE END ATTIC VENT D GC s C d s o I ' SLATE ROOF AS MANUF. BY I, 'EVERGREEN SLATE C0.' - - - - - - - - - - - PROPOSED 2ND FL.DORMER - TOP OF RIDD G Nyb ELEV. 20'-4" EXIST TOP C f EXIST DINING RM y0 TOP OF RIDGE O NEB SLAVE ROOF AS MANUF.BI' ELEV, ELEV. 10'-9I/z' STANDING SEAM COPPER 'EVERGREEN SLATE CO.' OPT KITtKN ROOF, 18 GUAGE TOP OF f RIDGE GE ELEV. 16 6ve' CEDAR 'PERFECTION' SHINGLES PROPOSED 2ND FL. FIN. U. ELEV. 15'1011/d' - - - - - - - - --fin- - - f INTEGRAL LEAD COATED INTEGRAL; LEAD 'DO TED COPPER GUTTER- ;COPPER - SLATE ROOF DORMER SIDING L_LL~I ' AS MANUF. BY 'EVERGREEN LOCAL PIELOSTONE' SLATE CO.' ~I - VENEER PULL ROUND TO 10" PfAM. _ LOCAL FIELDSTONE WALL TIED TO EXIST CONIC - - VENEER FULL ROUND BLk WALL . 6" TO ID" DIAM. W/2" BLUESTONE CEDPR.'PERFECTION SHIN¢LES PROPOSED 2N) FL N. FL - - - - - - - - - - - - - - - - - - - - - - - SEAT AND COPING ELEV. 4'-101/2' ,"COPPER, DOWrySPDUi o OQ qW qq OOqq OO RR Oo~QQ 0 4r 'o COPPER ,,QLj ~9-^~ DOWNSPOUT - VO ~QQ~~cJOQOQOQ oc5o OCJQ _ EXIST KITCHEN FIN. FL O ~Qp 00 O 0 } - ELEV. O D' - - - vQ O O (O~Q~ ~O (V~O,~ VQ~C•0~ro ( 0O0 C Voo CD paoQ O ~C J O~~~CCC/// Q O OO[OO COJ~O~ Q Q - - - - - - - _ LOCAL FIELDSTONE VENEER O O 0~.,/1 O O W O o( no O 0\ o 00 0 c i_/ W O W - ~j O WW L~ 7$0~ oa0 0 FULL ROUND 6" TO 10" DIAM. ~~(}~~~W~OO(jp,p W~c (((~~~~~~JJJ o~ Q TIED TO EXIST CONC ELK WALL ~OQQ OIJO QO CJO00 VVOQ vV~OQpooc5o 1 QOOOg~QO 11 "'k r a sO LOCAL FIELDSTONE WALT, O R0 O EXIST GIRAGE FIN.,PL. O O\ s y+ .q - ' , 1 T - - VENEER FULL RDUND- - - - - t r f- F I - WAT LUECT N 6 T ELEV. -4741/x - - - - - - - - - - - - - - - - OO 00o O 4 'D, NIri s r ' . SOUTH 'ELEVATION 2 WEST ELEVATION CL:L_ t + urr - .ENISTNO " PROPOSED 2ND FLOOR- PROPOSED 2ND R. N - i - - -TOP OF RIDGE - - - - - - - - - - - - - - - - ELEV. W-0" GABLE END ATTIC VENT PRI PROPOSED 2ND FL. DORMER BRENNAN TOP of mD - _ _ - - _ - ELEV DESIGN y g"4°'nlM - - SLATE ROOF AS MANUFBY WORKS 'EVERGREEN SLATE CO.' INCORPORATED ELEV SLATE' ROOF AS MANUF. BY . " : " 'EVERGREEN SLATE C0.' EXIST KITCHEN STANDING SEAM COPPER TOP OF RIDGE ROOF, 18 GUAGE M COPPER ;E v ELEV. 16'-6'/i' _ _ - - - - _ _ _ - - 0 0 PROPOSED 2ND FL. g FIN. CL 526 WEST 22nd STREET o NEW YORK, NEW YORK 10011 pp"~ t rKt h . Q rL L-2 INTECR) 212 9B9.1123 I ~ ~ 0D //,V,.,cr AMl INTEGRAL LEAD COATED SLATE SLATE ROOF BRENNAN RESIDENCE DORMER SIDING COPPEF COPPER GUTTER DORMEF AS M4 AS MANUF BY Passage East 'EVERGI 'EVERGREEN 1663 Bridge Lane 1 SLATE CEDAR 'PERFECTION' SHINGLES SLATE CO.' Nassau Point, NY of 4 PROPOSED 1NP FL. - IF---ILII - - r \ - FIN. FL F170?Ecr A7 ELEV. 4'10/Y" / F-T n GED'AR 'PERFECTION' SHINGLES LOCAL FIELDSTONE VENEER / I I I I LOC/ n 9408002 FULL ROUND 6" TO 10" DIAN. 'Ir 'o O O VEND LOCAL FIELDST NE rJrzE VENEER FULL DUN[) r y " TIED TO EXIST CONG BLK WALL I S)~ oj~~O(f~J o)uOU(jJ1, o TIED 6" TO 10" DIAM ELEVATIONS La GARAGE ao : r TIED TO EXIST GONG EXIST KITCHEN FlN. R. I I I L L O -O O~ O O O OQ~O BLK BLK WALL ELEV. O'-0" - _ - - - o CJ V Li F] F] El El 11:1 D 1:1 El El QOoQOO~ ^OoQO of r COPPEF - COPPER DOWNSPOUT ,Qj) I p OO OO oY,,~~ o O i OA7E q~ Ja 24 MARCH 1995 O - ' Q I= - - - - s CffJ vC2' EXIST GARAGE FK. FL. SCALE ELEV. -4'-4'/i', _ - - - - - I I _ _ - - - - - - j 1'-0 4 PANEL, CU TOM SECTIONAL GARAGE DOOR WITH LITES 1 11, oaAwr~uc nn I - - - - - - - - - - - - - - - „ - - s NORTH E~ VATIQN 4 EAST ELEVATION J A-3 , MaP24„ 1955 6 54 33 _ ' . tit 77777777 OFTE DESCR prfl d 2.. X 12 RIDGE 3/28/95 BLDG DEPT SDBMWION PROPOSED NO FL _ _ _ _ _ _ _ _ _ _ _ _ _ _ TOP OF ROSE 2" X- 10" ROOF JOISTS ELEV. 21'-O" \S,~EpED A HST '16" O.C. ~cr H q F O G PROPOSED NO FL. DORMER i 2 X, 6" CEILING JOISTS - - TOP OF RIDGE O 16" O.C. R-30 BATT INSULATION SLATE ROOF AS MANI BY ELEV 20'-X" GYP'. B0. CEILING 'EVERGREEN SLATE CO.' 7 S THp y0 F EU EXIST KITCHEN 2" X 6" DORMER RIDGE _ _ _ _ - - _ - _ TOP OF RIDGE INTEGRAL LEAD COATED ELEV. 16 - COPPER GUTTER PROPOSED 2ND FL. Ftt1 CL _ ELEV,f C!L0~i' EXIST. DOOR AT KITCHEN BEYOND 2" X STUD WALL - CONTINUOUS FLARED SKIRT •'INTEGRAL" LEAD. COATED 18" 0. W/CEDAR 'PERFECTION' SHINGLES COPPER ,G)UTTER G BD { - BOTH. DES - I FIELDSTONE VENEER (UNCOURSED PATTERN) FULL ROUND 6" TO 10" DIAM T WHITE AK STRIP FL OR TIED TO EXIST CONIC ELK WALL CONTINUOUS ry~' FLARED' SKIRT PL O SUBFLOO W/CEDAR CEREEGTiDI SHINGLES r PLANTING AREA It 1[[ 111111 PROPOSED NO FL. _ FIN. FL 1" BLUESTONE PATIO ELEV. 4'913%i' " 2' X 10" FLOOR JOISTS W/SAW CUT EDGES FOR ALL FIELD AREAS FIELDSTONE WALL (UNCOURSED PATTERN) W/2" BLUESTONE SEAT AND COPING - ".EXIST S7L . BM R-,19 BATT INSULATION i YXIS X 3 B MI GYP. BD.'CEILING r FIRE CODE' "C' EXIST STL BM - 1 - IL_ W/FLAME FINISH EDGES I L~ , (W14 X 38) EXIST KITCHEN FIN FL. . rrl j 'I' EXIST GARAGE'. u ELEV 0'-0" u ` DOOR OPENING ' rm ;E 19T. 8" CONC. BL_K t~.r^y f4J~1, IN ,O. SLAB ALL TO REMAIN 7 REMAGON EXISTING GRADE I+ Fuiat uN#,vlt TN F4 TOEXIST 4 LOOSE GRAVEL FILL {fr " I-T r5'(~ ROOF DRAIN CONTINUOUS CONC. FOUNDATION 4" PVC PIPE L'. WALL u FOOTING " EXIST. CONC. FOUNDATION WALL @ FOOTING TO REMAIN u CONTINUOUS CONC. FOUNDATION WALL & FOOTING r y SECTION { (y e {d BRENNAN DESIGN WORKS INCORPORATED i "1 ~yj AWN 2 R NEW O 11 YKK, NEW YWK E= 212,989 1123 1 PRO„F'cr AwA,- BRENNAN RESIDENCE Passage East 1663 Bridge Lane Nassau Point, NY Y I PRO?ECT A~ V 9408002 r1TLE I l I f SECTION AT GARAGE ~N f GATE ( 24 MARCH 1995 ti .N SCALE On ORANIM" Aro II I I . A-4 kiM ~d l993 9~ Pry 5d „ R t aEVislavs GATE OFSCA/PTIpY 3/28/95 BLDG DEPT. SUBMISSION pn" . S SODA DOOR SCHEDULE WINDOW SCHEDULE 4~ G r i~ SIZE, DESCRIPTION HARDWARE ALL CATALOG NUMBERS PERTAIN TO MARVIN WOOD WINDOWS PROVIDE ALL MODELS WITH A FACTORY PRIMER, DOUBLE-PANE INSULATING GLASS, 'r i 512 ='a" X '6'-8" SOLID CORE WOOD DOOR, 2HR. FIRE RATED ALL OPERABLE UNITS TO BE SUPPLIED WITH INSECT SCREENS, EXTENSION JAMBS AS REQUIRED sr Ho r 9 F E+ It f 2 2 ,10°-. X 6 8" SOLID WOOD PANEL POCKET DOOR SY ` TO MATCH EXISTING SYMBOL CATALOG NO, UNIT DIMESION (FRAME SIZE) TYPE 2 ¢ X 6 8' SOLID WOOD:IPANEL DOOR A WDH2424 (2) 2'-53/g" X 4'-9%I6° E-Z L DOUBLE HUNG TO MATCH EXISTING I% 4 2 g X 61' 8 SOLID WOOD 'PANEL DOOR UPPER SASH WITH AUTHENTIC DIVIDING LITES TO' MATQH.EXISTING 8' X' 6 8' Ol ID 'N{000 PANEL DOOR - MATCH EXISTING ,SOLID W'60D PANE DOOR 6 2 B" X 6" 8 ` TO MATC17 EXISTII~ " D WDH1612 11-9%" X 2'-9%6" E-Z TILT DOUBLE HUNG UPPER SASH WITH AUTHENTIC DIVIDING ILITES SOLID WOOD PANEL. DOOR $X:® 8 TQ MATGJ3 EXISTING ~1 ~n`1 ;s $~'`'i' ~G ~A*$r''.s iA7OH~'EXISTINGrQOdR X 6' 6 "1IW~'yfJD PANEL POCKET bdQR ' u f4 av1A( * EXISTJ'NG r SOLID ;WOOD PANE ` POCKET DOOR 70 :MATCH EXISTIN ° rt SOLId WOOD PANEL POCKET DOOR 8 6' 8 1tl .MATCH EXISTING SdLI WOOD PANEL"DOOR, I k2 8' .6' $w, T© ATr .H EXII971 NG - °r ~ ' ~ Xk571NG 4 PANEL C' TOM SECTIONAL ' GARAGE p6OR 'WITH LITES 14 EXISTING GARS€D 0 T~JrfH~CIjES ,I ROOM FINISH SCHEDULE N~ I {I y^ Lt; ROOM )M CEILING WALLS FLOOR BASE REMARKS ~ 4 ~ A t e:Y;' i 0 4 1 z D_ o w z z w z z z - ? Wo a m W d J W Z W W W W Y Y g K J K H m m m a a U p _z o U H BRENNAN h- U W U f- d DESIGN 0. d Z (n Z N -ti K N WORKS V W V O U W 3: xoaf U W V W INCORPORATED RM., NO, ROOM NAME r M NAME s i ,i,%+ „ 1 EXIST. KITCHEN KITCHEN 2 LAUNDRY CRY • • • NEW26OR~1(,TNflVTORNE 10011 ~.k 14, S TOILET lV~~y% -tl: 11 1 _ - - G 212.989 tl23 4 EXIST. DINING RM DINING RM • • • • PRO?ECr N/JNE BRENNAN RESIDENCE 1 5 EXIST. GARAGE GARAGE Passage East 1663 Bridge Lane 14 V IM1 QOM a 6 MUD, ROOM y Nassau Point, NY IT I `~'ry,+s'JCSa ,'k tPI. - A STAIR Pgp,/ECr HD BEDROOM OM • • • 9408002 93 BEDROOM OM~ rrrcE 4 r art r ~ _ 1f0 BEDROOM OM SCHEDULES r 111 TOILET 47 0 0 . t - 12 OATH Y DATE -IT I T3 TOILET 24 MARCH 1995 SCNtE 14 HALL NOT TO SCALE aRaviNC ,vo rai'r 1 7, A-5 RE?JSIpVS ONTE OESCRJPTI 3/28/95 BIDG.DEPT 5 N AR P I A n ~lr a ",bb Q 2 -LL F O EN ~ 1 ~ r 0 TQJLET BATH Y 11 r,21 I I - t I r I~ - - e ° BEDROOM, a CZD= i , , ro Q TOILET EXIST, GARAGE HALO 0 0 ° 17141, i I ~v ~7<fec aii r _ 'El sP i; 1 ~ ) t Y - - f -o T r j -69. r. l LAUNDRY II > j _ UPn 8401~2 6M,', 'WROOM _ Y O~I J JON - - EXIST_ TOIL IST- TOIL MUD RM 3 STAR O p ® - 1 O ' - EXIST KITCHEN / O _ EXIST, DINING ROOM ROOM BRENNAN r x Y , - DESIGN WORKS INCORPORATED n i U 11-1 526 WEST 22nd STREET xkt," err 1' r E~01+JP F R'G i Ahll0 QARl NNQ"r%+' FIRST f'L,OQR .P~ @ GARA( W @ :GARAGE NEW YOFN. NEW YORK 10011 212 909.V23 uxGk yr } r S ri ?r N. 4 ri f { d e. 1 t 1 x „u PRD.ACr NAAF- "q~.S yr BRENNAN RESIDENCE Passage East ELECTRICAL •LEGEND MECHANICAL LEGEND 1663 Bridge Lane ~ s Nassau Point, NY RECESSED LUMINNRE E ALl WALL SWITCH PLATES ® EXHAUST FAN m TO BE MOUNTED 48 A. F.F, LUMINAIRE $ SWITCH Cam] CAST IRON BASEBOARD HEATER morECr Av I~ftr~ s SURFACE MOUNTED LUMINAIRE 0 m 9408002 F'O WALL MOUNTED LUMINAJRE IINAIRE $3 THREE WAY SWITCH rz7ZE t O CEI'LWG, MOUNTED JUNCTION' BOX UNCTION BOX $N DOOR JAMB SWITCH ELECTRICAL/ '`XI _ t I of MECHANICAL 54 ,r - UNCTION, BOX $o GARAGE DOOR CONTROL SWITCH r` i r ; l > 4 • r , .E Q CEILING ;MOUNTED )UNCTION BOX PLANS r~If j Ly >M r yy r I-O WALL, MOUNTED JUNCTION BOX ICTION BOX $QK GARAGE DOOR CONTROL KEY ` OPERATED SWITCH -,e SINGLE RECEPTACLE. OUTLET OH rF :.OUTLET - SWITCH AND DUPLEX RECEPTACLE 24 MARCH 1995 ~Qs 'OUTLET MOUNTED 12" A.F.F. KEY PLAN sc4zE DUPLEX•REpCEPTACLE OUTLET E OUTLET UNLESS NOTED OTHERWISE N ® INNICATES AREA OF WOflft 9 a..iS rn r - UNLESS OTED;OTHERWISE IERWISE Q CEILING MOUNTED SMOKE DETECTOR VRAWN AV E OUTLET Q THERMOSTAT s t t - DUPLEX R CEPTDACLE OUTLET r a - „UNLESS. NOTED OTHERWISE r.. I" A.F.F. IERWISE b TELEPHONE OUTLET WALL MOUNTED 12' A F,F. E/M-1 14I q ld f 'tfa - Rr 24 'AYf 93'0 934 a( $ L. 5. cw7E OESCHIPPIQY ' DOOR SCHEDULE DOOR ~SCHEdU'LE (CONT.;) ' 10{17/9~ BLDG. DEPT SOBMSSION NO. SIZE DESCRIPTION . SADDLE STORM HARDWARE ,NO. SIZE'-`, DESCRIPTION SADDLE STORM HARDWARE MTRL DOOR ( BRASS. FINISH; TYP. ) MTRL DOOR (BRASS " FINISH TYP. ) 1 2'-8 X 6'-8' 'MORGAN' EXT SASH DOOR, DUTCH DOOR • 37 EXISTING TO REMAIN TOP M-DT-20 BOTTOM M-DB-11 2 2' X 6--8.1 'MORGAN' EXT SASH DOOR, DUTCH DOOR. 38 EXISTING TO REMAIN TOP M-DT-20 • BOTTOM M-DB-11 3 VIF X'6'-8" 'MORGAN' INTERIOR DOOR M-1151 2FD 39 EXISTING TO REMAIN 4 ~'-4" X ,6-8" 'MORGAN' INTERIOR DOOR i M-1151 40 EXISTING TO REMAIN 5 2' 8" X 6' 8" CUSTOM DOOR AS SUPPLIED BY OWNER 41 EXISTING TO REMAIN 6 EXISTING TO REMAIN 42 2' 4" X 6'_g 'MORGAN' INTERIOR DOOR M-1151 7 EXISTING TO REMAIN 43 2' 4" X 6' 8" 'MORGAN' INTERIOR DOOR M-1151 8 EXISTING TO REMAIN 44 2'-4" X 6'-8" 'MORGAN' INTERIOR DOOR M-1151 9 EXISTINGTO REMAIN 45 2' 4" X 6' 8" 'MORGAN' INTERIOR DOOR M-1151 46 4'-8" X VIF (2) PAIR 'MORGAN' 2 LEAF BIFOLDING DOORS 10 5'_23/x" X 6'-107/6" 'MAR DR I50680D( NSRHIG FRENCH DOOR • M-617 11 0" X CUSTOM DOOR AS SUPPLIED 47 4'-8" X VIF (2) PAIR 'MORGAN' 2 LEAF BIFOLDING DOORS BY OWNER M-617 Jw, 12 2' 4" X 6' 8" 'MORGAN' INTERIOR DOOR M-1151 48 4'-8" X VIF (2) PAIR 'MORGAN' 2 LEAF BIFOLDING DOORS M-617 13 2'-4" X 6'-8" 'MORGAN' INTERIOR DOOR M-1151 =14 2' 4" X 6' 8" 'MORGAN' INTERIOR DOOR M-1151 'MARVIN' WOOD INSWING FRENCH DOOR 15 4'-23/e' X 6'-107/6" WFDR-4068 (OX RHD • W/(2) WFDR 2068 (0 STU 'MARVIN' WOOD INSWING FRENCH DOOR 16 4'-23/x" X 6'-10%6" WFDR-4068 (OX RHI) • W/(2) WFDR 2068 (0 STD WINDOW SCHEDULE 'MARVIN' WOOD INSWING FRENCH DOOR cPED ARpyi. 17 4'-23/x" X. 6'-107/6" WFDR-4068 (OX RHD • W/(2) WFDR 2068 (0 STD ALL CATALOG NUMBERS PERTAIN TO MARVIN WOOD WINDOWS v UC v 18 2'-8" X 6'-8" 'MORGAN' INTERIOR DOOR PROVIDE ALL MODELS WITH A,FACTORY PRIMER, DOUBLE-PANE INSULATING GLASS (NORTHERN LOW 'E'), M-1151 ALL OPERABLE UNITS TO BE SUPPLIED WITH INSECT SCREENS, EXTENSION JAMBS AS REQUIRED r 19 3' 0" X"6' 8" 'MORGAN' EXT SASH DOOR, DUTCH DOOR TOP M-DT-20 • BOTTOM M-DB-11 SYMBOL CATALOG NO. UNIT DIMESION (FRAME SIZE) TYPE OF N'~~ 20 2' 8" X 6' 'MORGAN' INTERIOR DOOR M-1151 A WDH2424 (2) 2'-53/8" X 4'-9/16" E-Z TILT DOUBLE HUNG UPPER SASH WITH AUTHENTIC DIVIDED LITES 21 2'-8" X 6'-8" 'MORGAN' INTERIOR DOOR BRENNAN M-1151 B WDH2424 2'-53/8° X 4'4/16" E-Z TILT DOUBLE HUNG DESIGN UPPER SASH WITH AUTHENTIC DIVIDED LITES WORKS 22 VIF X 6'-B" M ORGAN' INTERIOR 2 LEAF SLIDING DOOR INCORPORATED ' AW( c wAwN2836 2'-4" X 3' 0/,6" JING (OPERATING) 23 M-617 I VIF X 61-8" 'MORGAN' INTERIOR 2 LEAF SLIDING DOOR D WAWN3240 2'-8" X 3'-4/16" AWNING (OPERATING) WITH AUTHENTIC DIVIDED LITES, 24 2'-4',' X 6'-'MORGAN' INTERIOR DOOR, POCKET DOOR M-1151 E WDH1612 1'-9% X 2'-91/16" E-Z TILT DOUBLE HUNG UPPER SASH WITH AUTHENTIC DIVIDED LITES 526 WEST 22nd STREET 25 2' 4" X 6' 8" 'MORGAN' INTERIOR DOOR, POCKET DOOR NEW YORK, NEW YORK Mil M-1151 212.059.1123 26 2' 4" X 6' 8" 'MORGAN' INTERIOR DOOR, POCKET DOOR M-1151 PRO,ACr A4 . G WDH1622 1' 93/8" X 4'-51/16 E-Z TILT DOUBLE HUNG BRENNAN RESIDENCE 27 2'-6" X 6'-8" 'MORGAN' INTERIOR DOOR Passage East M-1151 H WAWN2428 2'-V' X 2'-49/6" AWNING (OPERATING) 1663 Bridge Lane WITH AUTHENTIC DIVIDED LITES Nassau Point, NY 28, 2'-8" k 6'-8" 'MORGAN' EXTERIOR SASH DOOR 0 M-3984 J WAWN2424 2'-0" X 2'-0%6" AWNING (OPERATING) WITH AUTHENTIC DIWIDED LITES PHASE 2 29- 2'-6" X 6'-8" 'MORGAN' INTERIOR DOOR raao"r A M-1151 K WFCM4056 3"^4" X 4'-8/16" FRENCH CASEMASTER tWITH AUTHENTIC DIVIDED LITES 9408002 30 2'-8""X 6'-8" 'MORGAN' EXTERIOR SASH DOOR' . M-3984 r/7LE L CUSTOM - STATIONARY WITH AUTHENTIC . DIVIDED, LITES 31 2'-8'.' X 6'-8" 'MORGAN' INTERIOR DOOR DOOR SCHEDULE W1151 WINDOW SCHEDULE M CUSTOM 'STATIONARY'. WITH AUTHENTIC DIVIDED LITES, - 32 '2'-8" X .&4' 'MORGAN' INTERIOR, DOOR M-1151, 0 CUSTOM STATIONARY WITH "AUTHENTIC 'DIVIDED LITES err'17NOctober 1995 33 W-8° 'MORGAN' INTERIOR DOOR M-1151 P WFCM4846 4'-0" X,4',±D16',' FRENCH CASEMAST$RWITH AUTHENTIG DIVIDED LITES 34 7' 0° (VIF") 4 PANEL CUSTOM SECTIONAL DOOR :PWQT TO SCALE W/LITES & LOUVERED VENTS Q. WDH3024 (2) 2' ,t?3fe" X, 4' '9E Z° TILL°bbUBLE riUNG, oRavCI UPPER' SASH' WITH AUTHENTIC DIVIDED LITES 35 , .0" X 7' 0" (VIF) 41 PANE{ CUSTOM SECTIONAL. DOOR. ~ ~W/LITES & LOUVERED VENTS R :WFCIR2750 (,RGH. OP,G:') 2' 11/2 FULL CIRCLE ('f~dUl~p~ TOPS'> WITH 'AUTHENT.IC,DIVIDED LITES A ^ 27 „ 36 X'7,-0" (VIF) 4 PANEL CUSTOM SECTIONAL DOOR „ W/LITES & LOUVERED VENTS.. i I