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HomeMy WebLinkAbout23665-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-25812 Date: 07/02/98 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: PVT RD OFF E END RD FISHERS ISLAND (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 10 Block 6 Lot 12.5 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 5, 1996 pursuant to which Building Permit No. 23665-Z dated SEPTEMBER 6, 1996 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 RECONSTRUCT FIRE DAMAGE & CONSTRUCT ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to BARRY R BRYAN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N-456078 06/11/98 PLUMBERS CERTIFICATION DATED 06/10/98 F.I. PLUMBING & HEATING uil Ing Inspector Rev. 1/81 "am NO. t 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 AUTHORIZE Date .�..�.............................................. 19.Z� M 23665 Z Permission Is h reb granted .. ....... �:... .. .. ... . ' - .. . . .. . . . . . .� ......... . ' ..,. . . .............. .. .. . . . .... , .. Lot No. .... ....l.d.......... Block .......... ..... County Tax Map No. 1000 Section .• 19...... ., and PP approved by the ,/v pursuant to application dated � G Building Inspector. Fee .. . �p S .. / � B 91 ta, .(,..................... ��g�FFO(�CO =moo oy�� Town Hall, 53095 Main Road y x Fax (516)765-1823 P. O. Box 1179 �O Telephone (516) 765-1802 Southold, New York 11971 %! OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: 10 JUNE 59 Building Permit No. 2-3(0&52, Owner: F.)ARRY K• UYA4 (please print) P lumber: i-w Fkw D F16" I6L*Ijb PLVMI H C I� 1 (please print) IMI I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plu ers S 'gnat re) Sworn to before me this day of ll,r►-Q , 19YE Notary Public, \ � (k- County ARY B. PANKEEIM CZ WM M"STATE OF WN WJV— rMOMM a(IRS Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT C TOWN HALL 765-1802 7f 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 sewerage-disposal(S-9 form) . 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. Sr IPLA(1 C_b Mr( iZ►HEb 31 -r SUTwEYdfL. spat c o B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and 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 - .25C. 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date .�. . . . . .� .r, . ! 1�1 . . . . New Construction. . . Old Or Pre-existing Building. . . . . . .: _ . . . . . . \\ . • Location of Property. . S/k3 ALL . .3 FrtGH- . . ,r. . . . . . . . . .��s ?:.?S. . .( ll. . . . . . House No. Street Hamlet Onwer or Owners of Property.��rZ. . . . . . .. .���. . ..�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . County Tax Map No 1000, Section. . . . . . . .Block. .d IP.G. . . . . . . . .Lot. �. . . . . . . . . . . . . . . Subdivision. . . . . . . . . . . . . . . . . . . . . . . . . . . . ..Q. . . . . . .Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . . . Permit No.2.3��.�'.�.Z: . . .Date Of Permit rlpt?:(L.C? M9 .Applicant.' � Y. .��'. .��Y1. . . . . . . . . Health Dept. Approval. . . . . . . . . . . . . . . . . . . . . . . . . .Underwriters Approval. . . . . . . . . . . . . . . . . . . . . . . . . Planning Board Approval. . . . . . . . . . . . . . . . . . . . . . . . / V Request for: Temporary Certificate. . . . . . . . . . . Final Corticate. . . . . . . . . . . Fee Submitted: $. L . . .a6 . . . . . . . . . . . . . . . 8-ac. _5q-)o 2. cows , . . . .Q�"u►. . . . . . . . . . . .!` . . . . . . . . . . . . . . . . . . . . APPLICANT THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 1OW913 BUREAU OF ELECTRICITY F 40 FULTON STREET, NEW YORK, NY 10038 Date JUNE 11,1998 Application No. on file 13756597/97 N 456078 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of BARRY BRYAN, FISHERS ISLAND, FISHERS ISLAND, NY in the following location; ® Basement ® Zst Fl. ® 2nd Fl. 3FL/OUT Section Block Lot was examined on JUNE 04,1998 and found to be in compliance with the National Electrical Code. FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXFDIMMERS OUTLETS INCANDESCENT FLUORESCENT OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AM 106 134 101 96 10 1 1.2 1 DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET SYSTEMS OIL H.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. H.P. NO.OF FEET AM 2 F SERVICE DISCONNECT NO.OF S E R V I C E METER NO.OF CC COND. A.W.G. A.W.G. A.W.G. AMT.. AMP. TYPE EQUIP. 10 2W 10 3W 30 3W 30 4W PER 0 OF CC.COND. NO.OF HI-LEG OF HIAEG NO.OF NEUTRALS OF NEUTRAL 1 200 - 1 X 1 2/0 1 2/0 OTHER APPARATUS: MOTORIZED SHUTTERS-5 1.50 TON CENTRAL A/C-3 MOTORS:3-F H.P. ,3-1.5 H.P. ,5-F H.P. PANELBOARDS:1-20 CIR. 125,3-1 CIR. 60 G.F.C.I:-27 SMOKE DETECTOR:-13 TRACK LIGHTING:-80 L <<< Continued on Page 2 >>> GENERAL MANAGER Per- This er 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. THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 2 1000913 BUREAU OF ELECTRICITY F 40 FULTON STREET, NEW YORK, NY 10038 Date JUNE 11,1998 Application No. on file 13756597/97 N 456078 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of BARRY BRYAN, FISHERS ISLAND, FISHERS ISLAND, NY in the following location; ® Basement ® 1st Fl. ® 2nd Fl. 3FL/OUT Section Block Lot was examined on JUNE 04,1998 and found to be in compliance with the National Electrical Code. FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS INCANDESCENTI FLUORESCENT I OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. H.P. DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT.I TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS SYSTEMS AMT. K.W. OIL H.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. H.P. NO.OF FEET AMT. WATTS SERVICE DISCONNECT NO.OF S E R V I C E METER NO.OF CC GOND. A.W.G. A.W.G. A.W.G. AMT. AMP. TYPE EQUIP. 1 0 2W 1 0 3W 3 0 3W 3 0 4W PER 0 OF CC.GOND. NO.OF HI-LEG OF HI-LEG NO.OF NEUTRALS OF NEUTRAL OTHER APPARATUS: WALL ROBERT E. LIC.#2455- L L ALPINE AVE FISHERS ISLAND, NY, 06390-0595 GENERAL MANAGER 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. int PISHERS ISLAND WATER WORKS CORPORATION .4 FISHERS ISLAND A. NEW YORK 06390 AREA CODE 516/788-7281 Darted v / Town of Southold } guilal"g bepattment Fishers Islands N.Y. 06390 Gentlemen: Plegbe accept this letter as cer. tif.i.calion of. Water Service provided by Fishers Island Water. Works P.o V `t11EE water service cons Ls LS cif. sul,I, Iy _inch water line from our Island distribution system. 'Uncerely yobrs, Robert E. Wall ''' r. Superintendent s , ` P.Ew } t; y F}. n 4� y pw7 M-1802 BUILDING DEPT. INSPECTION [ FOUNDATION 1ST [ -1--'ROUGH PLBG. [FOUNDATION 2ND [,-- SULATION [ FRAMING [ NAL REMARKS: &� �eo,�— DATE INSPECTOR �� `P.O. Sox 1025 New Canaan, Connecticut 06840-1025 t4 March 24, 1997 Mr. Gar Buildipg _Inspectgr Town 09 1fl Building. Deartinnt Southalid,t,, Nett York .11971 Bre► as ®sdence, Fishers Island 138 Dear Mr. Fish: I: .called .today to be sure tilat you had received the final construction drawings for the reconstruction of our residence on Fishers Island that -aur architect Mark Denten sent.. to you by Federal Express on March 20. I understand .that,you will be out of your office for most of the week; so I thought, I would. send you this note to point out the _way in which the final design of the house addresses the concerns expressed by Mr. Fisher at the time he issued the Building Permit last September. An you will see from the revised plans: • The full basement of the new house will bre no closer to the bluff than the basement of the old house. • The covered porch at the southwesterly side of the new house nearest the bluff has been set back nearly 5 ' further from the bluff than the porch of t]ae old house; and the main 2036op30.01 200fj AN ava 9E99 606 ZTZ$ 90:9T L6/bZ/CO Mr. Gary;'Fish = a March 24, 1997 south+ OX Y, 'M11 of the new house has been se } ` abA <9" further from the bluff than bad . the.,t,�n�►in a],l of the old house. • The` eisterly wall at the bedroom end of the new house, hasbeen bet back about 4 ' further old rouse. •y 7h�ts,. the ,f9otprinr: of the new house falling within r ,00.' of the bluff line is within and 3e,than"the footprint of the old house. • �� The: total sgqugre footage of the new house rcl .ng the. covered porch) is approximate- ly Av100, AC!We feet, as compared with the 6,400 square feet permitted by the Building We have now, settled with our insurance company . and, with the early thaw, are eager to begin construction as soon as possible, so that we can take full advantage of the building season, given the Y.nevitable delays and logistic problems in building on Fishers Island. Our contractor is standing by, , and we would, therefore, be most grateful if you cou34 orL t,-rhe -requisite approval of the revised plana this week, if that is at all possible, or as early as possible next weelc. Please call me at (212) 909-6so8 or Mr. Denton at (310) 399-7212, if you have any questions. Thank you for your assistance. Sincerely yours, Barry R. Bryan i cc: Mark Denton,, AIA k E q .Q1 C00 AN Iva 9C99 606 ZTZ$ 60:9T L6/bZ/CO Transmittal Mark Denton Architect 2628 Fifth Street, Suite B Santa Monica, California 90405 --- 310/399-7212 (voice & fax) March 20, 1997 - ^ 1 To: Town of Southold Building Department - 53095 Main Road Southold, New York 11971 516/765-1802 Via express courier Attn: Gary Fish Re: Amendment to Building Permit #23665Z Bryan Residence Fishers Island Dear Mr. Fish: I am enclosing for your review three sets of stamped construction drawings for the proposed Bryan Residence on Fishers Island, in order to obtain an amendment to building permit #23665Z, issued in September, 1996 pending review of final plans. The enclosed drawings represent the final design for the residence proposed to replace the Bryans' home that was destroyed by fire in October, 1995. Attached to this letter is a copy of my limited permit to practice architecture in the State of New York for this project. The architectural plans have been stamped with my California license, as stipulated in the New York State permit. The structural plans have been stamped by New York State licensed structural engineer James F. Norden. I hope the enclosed information is sufficient for your review. I will call in the next day or two to confirm this; in the meantime do not hesitate to contact me with any questions or additional requests. Thank you for your consideration. Sincerely, Mark Denton, Architect encl: Construction documents, architectural and structural plans Bryan Residence Fishers Island, New York irewroec unisan0FULAIDMIc THE STATE EDUCATION DEPARTMENT/THE UNIVERSITY OF THE STATE OF NEW YORK/ALBANY, N.Y. 12230 OFFICE OF THE STATE BOARD FOR ARCHITECTURE February 24, 1997 This is to certify That Mark Denton having applied for a limited permit to practice architecture in the State of New York, and having submitted satisfactory evidence of established and recognized professional standing in the State of California and the State Board for Architecture having recommended the issuance of such limited permit; Therefore,in accordance with the provisions of Section 7305 of the Education Law,the said Mark Denton is hereby granted this limited permit to practice architecture in this state but only in connection with a specific project, viz., architectural services required for the design of a single- family residence, of approximately 4,000 square feet, on lot 3, Block 42 of Fishers Island,New York for Mr. & Mrs. Barry Bryan, of New Canaan, CT., and is authorized to file plans, specifications,and reports under his State of California seal,and as provided in Section 7305 of the Education Law. A copy of this permit shall accompany all documents filed with building officials or others in conjunction with this project. William Martin Executive Secretary State Board for Architecture NMVOM ir =6W8 CVVU tNWG THE STATE EDUCATION DEPARTMENT/THE UNIVERSTY OF THE STATE OF NEW YORK/ALBANY, N.Y. 12230 OFFICE OF THE STATE BOARD FOR ARCHITECTURE February 24, 1997 This is to certify That Mark Denton having applied for a limited permit to practice architecture in the State of New York, and having submitted satisfactory evidence of established and recognized professional standing in the State of California and the State Board for Architecture having recommended the issuance of such limited permit; Therefore, in accordance with the provisions of Section 7305 of the Education Law,the said Mark Denton is hereby granted this limited permit to practice architecture in this state but only in connection with a specific project,viz., architectural services required for the design of a single- family residence, of approximately 4,000 square feet, on lot 3, Block 42 of Fishers Island,New York for Mr. & Mrs. Barry Bryan, of New Canaan, CT., and is authorized to file plans, specifications, and reports under his State of California seal,and as provided in Section 7305 of the Education Law. A copy of this permit shall accompany all documents filed with building officials or others in conjunction with this project. • ItUU William Martin Executive Secretary State Board for Architecture tarrmer 7ffi BTA180!18AtNQiG THE STATE EDUCATION DEPARTMENT/THE UNIVERSITY OF THE STATE OF NEW YORK/ALBANY, N.Y. 12230 OFFICE OF THE STATE BOARD FOR ARCHITECTURE February 24, 1997 This is to certify That Mark Denton having applied for a limited permit to practice architecture in the State of New York, and having submitted satisfactory evidence of established and recognized professional standing in the State of California and the State Board for Architecture having recommended the issuance of such limited permit; Therefore,in accordance with the provisions of Section 7305 of the Education Law,the said Mark Denton is hereby granted this limited permit to practice architecture in this state but only in connection with a specific project, viz., architectural services required for the design of a single- family residence, of approximately 4,000 square feet, on lot 3, Block 42 of Fishers Island, New York for Mr. & Mrs. Barry Bryan, of New Canaan, CT., and is authorized to file plans, specifications, and reports under his State of California seal,and as provided in Section 7305 of the Education Law. A copy of this permit shall accompany all documents filed with building officials or others in conjunction with this project. William Martin Executive Secretary State Board for Architecture z 1 Ito be r � to f # wo � P A � � p � of,RPh Pork THIS IS TO CERTIFY THAT QUALIFICATIONS FOR 'PROFESSIONAL H rn PRACTICE IN NEW YORK STATE HAVING BEEN APPROVED o Ho f w a THE STATE EDUCATION DEPARTMENT - O HAS REGISTERED 1-4 a i DENTON MARK WCr z SUITE B 1 a4 w H 2628 FIFTH AVE w SANTA MONICA CA 90405 1.4 ac FOR PRACTICE IN w -NEYI(YORK STATE AS A (N) I rid lan ARCHITECT'.`],it= PERMIT w 01/31/00 y' SP0206 s Z N REGISTRATION PERIOD ENDS �' r LICENSE/CERTIFICATE NO. I h-1 w f, 1•a GT+ tOMMISSI01yER OF J L pp= -CCQ L SIGNATURE OF REGISTRANT EDUCATION 607 REGISTRATION CERTIFICATE --- NOT A LICENSE Memorandum from . . . . BUILDING INSPECTORS OFFICE TOWN OF SOUTHOLD TOWN HALL, SOUTHOLD, N. Y. 11971 765-1802 7 lzo e Lid�Y� j s FORM NO. 1 /3 SETS OF PLANS . . . . . . . . . TOWN OFSOUTHOLD /SURVEY . . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT /CiIECK . . . . . . . . . . . . . . . . . . . . TOWN MALL SEPTIC FORrt . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 TEL.: 765.1802 t:oT I FY 11 CALL . . . . . . . . . . . . . . . . . . Examined .�. . . . . . . . . . .. 19KHAIL TO . . . . . . . . . . . . . . . . . . Approved . .��. . . . . . . . .1 19 'ernnit No. .?�J�?�S . . . . . . _ . . . . . . . . . . . . Disapproved a/c . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . lh. L5 V I' • . . . JUN '2 rt)uildeig inspector BLDG D' i APPLICATION FOR BUILDING PERMIT I ,I o C - y Date INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and subinitted 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 (lie work. C. 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 IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing c de, an regulations, and to admit authorized inspectors on premises and in building for necessary inspections. :. . . . . (Signature of appli ,or name, i a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . + r��-T. . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . Name of owner of premises . . . . . . . . . . T. . P1VA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorised officer. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Name and title of corporate officer) Builder's License No. Plumber's License No. . . . . . . . . . . . . . . . . . . . . . . Electrician's License No. . . . . . . . . . . . . . . . . . . . . Other Trade's License No. ... . . . . . . . . . . . . . . . . . . . I. Location of land on which proposed work will be stone. . . . . . .I �° `�� ". 1�';�:�.���. . . . . . . . . . . , off. . *oil I louse Number Street Ilamlet County Tax Map No. 1000 Section . . . : . . .I�. . . . . . . . Block Lot . . . . . 12'.�—�. • . •f Subdivision*. . ; . . . . riled Map No. Lot . . . . . . . . . . . . (Name) 2: State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy . . b. intended use and occupancy •3. Nature of work cheek which applicable): New Building . . . . . . . . . .. Addition . . .� . . • • . Alteration . . . . .. . . . . . Repair . . . . Removal Demolition . . . . . . . . . . . Other Work . . . . . . . . . . . . . . . ��A �(`�04 L-F l K- •p,�r'`� �.. (Description) 4. Estimated Cost . . . . . . . . a�� 00�. . . . . . . . . . . . . Fee . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (to be paid on filing this application) 5. If dwelling,number of dwelling units . . . . . . . . . . .•.. Nun iber of dwelling units on each floor . ... . . .. . . . . . . . . . . Ifgarage,number of cars . . . . . . . . . . . .: IF... . , . . . . . . . . . . . . . :. . . . . . . . . . . . . . . . . . . 1 . . . . . . . . . . . . . . 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use . . . •-.. . .r . 7. Dimensions o � l._f existing structures, if any: Front . . .I oC�:�. � Rear . . .1;�;� . . . . . Depth . . . 57, � . . . . ILeight . . . .t/,. . .Z?. . Number of Stories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Dimensions of shfile.�tn►cture with alterations or additions: Front ���.?g��. . . . Rear . . . . 1 T . . . . . . . . . Depth . . . . . . . 4:Z: .►. . . . . . . . . . height . . . . .71;1�'- Number of Stories . . . . . . . . ... .. . . . . . . . . . . 8. Dimensions of entire new construction: Front . . . . . . . . . Rear . . . . . . . . . . . : . . . Depth . . . .. . . . . . . . . . . .Height . . . . . . . . . . . . . . Nuil1iber of Stories . . . . . . . . . . . . . . . . . . . . . . . .i. . . . . . Ce 9. Size of lot: Front . . . . . . 2_(q•.0. faT.•. .: . . Rear. . . . . . . . �.1:3. Ft'. . . . . . Depth . . � -".$!� . . . . . . . . 10. Date of Purchase . . . . . . . .� �.7. . . . . . . . . . . . . . . Name of Former Owner �+ .V t 4�. . . .. . . . . . . . . 11. Zone or use district in which premises are situated . . . . . . .1?.'.IZQ . . . . . . . . ., . . . . . . . . . . . . . . . . . 12. Does proposed construction violate ny zoning law, ordinance or re ulation: _f_ t; t . . � . . 13. Will lot be regraded . . . . . . . ' . . .fes . . . . . . . . r . . . . Will excess fill be re► uovc from pre',i:-;es: Yes No 14. Name of Owner of pre► 'ses : dtiress :o• 1?0.1.4gAOk ,�Plione No. 2?3)14(.'. # ' Name of Architect . . . .:.. F7 • Address l}. `.-.��Q? -: . . Phone No :'��. '7�.�.��f4°� • - Nameof Contractor . . . . . . . . . . . . . . . . . . . . . . . Address . . . . . f . . . . .Phone No. . . . . . . . . . . . . . . . 15. ' Is this property within 300 feet of a tidal 'weLland? *Yes. . . . . . 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. CLQ x)'VF -rCa �. STATE TA E Y 10 f r.V EYSU F"/�S'G . . . . .S.S u 7 IQ R rpt U �e c� . . . . (Q being duly sworn, deposes and says that lie is the applicant . (Naive of individual signing contract) above named. Ileis the . .09 . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Contractor, agent, corporate officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this �. . . . . . . . . . . . . . . .day of. .v. . . . . .'. . . . ., 194 6` Notary Public, • (Signature of applicant) - H , R • P+ f ! i Y j ,• � ,' S t•� �,b Y � v � n. YR �� {}� )r .t•i.h .+ Fz ,.Rt hrir7 PH lfa _ rn Y ` �� .�c��� i �.1`.A . ! f ,�} + s➢ t M � r P"" n Ydfit'P "° 16 R R{4�i ' ✓ lr $'v ,,� I'-x�s �.. b . .,,, �ir'2R E � N r i n W At .d0 � li�'� �11�j�(�jP n ♦ +R�,.�,� a�.O y,l � �� Y .j' ��s'� 'G. Y^ c ; r� ,j( ,d"it( ���r' . 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W ' m EEI W41-rL 04�pq- �,41dqw�, Cf-tAf— 24144L�-� 7D [LI - I Fil o 4 -- J _ �.--- - - I - - - -- - --- --- -- ---- - --- JUN 261996 I�i - - ❑LOG DEpT. iomrt, pFscu;eni� I N• 12 t2 I 12 _ O F7 1 m o <-II{rrf- cE-Gip- -NIou-i �e� � o 3 \` I _ _ o CL l l � I x•19 13a� f�ts�uTola �.��-- ��-- f I — cry - , 19 fr IaSJIw'(tod C OL II - • _ _ �M _ I - pA� Slpf rl {� HI'�l��o.{ WAt�. M `d I m h.' ] II / I I z G• r r � 12 � Iz \a 6 14 IV [;�11 Irlslll.�o,� W �.LuuC� u o -, - _ G7 7 � . Ja - C �i- s szszr RC1 0. W I� a of ?LITC IN Ltl 0 I r _ <, rzmrrzR4n�tn>71�J�nRrRnnrnrzr,�_ - }Z•f� (3hTf Irk%�io�� _ -- W � cd OT 1a-w 2n � d1 � cd n a- N 0 ro co \ \ 3 - \ m Ir-,I.,l c \ o 4 cl- k \ \ to Cork ETY4:�ZIIJHDMIFI-�4 I4�L I w Cbrl� �lhCh I �\ � �// I �3�•0�� I c-�-A�<,IL. �'�Ae-rte. j w w Cd �� 115 �4- M��T as 41, I � j I sell,€- I i �l� _ II - - - - - - - - - - - - 1- - - -- - - - --1- 18- g lS- LJ ' U\O N o I I � o 1710 \ EaTI b,.l O N \ o — — -437 -- ° a \ ---�— W . U Z W 4 w ALL Anl4 C_ i p,�eyyIp' M II � A V �.�.��. S.I�15Z.73 - A.=31.IXS' 11� lance �tv 112 / Sun I ITE 10"45 Igvr Y \� \ l 5?-II / / / / /�/ 51 n-10 y \ �nuLOEZ w LOCATION 'MAF JL_ muz 400 200 0 400 / PROPOSED I I I l 5Z O N n GRAPHIC SCALE IN FEET 742 ca c Feer RESIDENCE / J 67 � Al � 'k9a k'F r4< F A-I �uwEzs N NOTES: I J / l / I. BASE FOR LEVELS: N.6.V.0. 1929. 2. COORDINATE D15TANGES ARE MEASURED FROM U.S. ? tiµ a COAST AND 6EODETIG 5URVEY TRIAN6ULATION STATION "NIN". c C dederv.\ \ } \ \ = 3. 51TE IS LOCATED IN THE TOWN S C COUNTY OF \ SUFFOLK, DISTRICT 1000, SECTIOIO N O10,IO, BLOCK 006, LOT 12.5. b. SITE TSE SERVICED BY MUNICIPAL WATER AND \ 1 � � \ � _lam \�� � �• �\ SEPfIG ON SITEE SEWAGE DISPOSAL. 5. 51TE 15 LOCATED IN ZONE R-120. \ /.E/n�ls e�r- b. TOTAL LOT AREA: 105,415± 5F, 2.42± ACRES. 7. OWNER: 545 GA LADE ROAD P.O. BOX 1025 NEW CANAAN, GT 06840 LEGEND: F.F. FIRST FLOOR ELEV. ELEVATION N/P NOW OR FORMERLY � S.F. 5WARE FEET \ \1 \ \ \\ \ \ - - 100 - - EXI5TIN6 CONTOURS 100 — PROPOSED CONTOURS \ t MORE OR LE55 y \\ \\ \ \ \ \�r114Y Et BUILDIN6 SETBACK LINE 10 TE5T HOLE 0 \ 00.0 INVERT ELEVATION �s TOPOGRAPHIC MAP PREPARED FOR \\\ 5ARR1' R. €3RYAN or ry 20 10 0 20 LOT #I - "BLOCK 42-5 qG FISHERS ISLAND, NEW YORK yP �9'FI ; GRAPHIC SCALE IN FEET REVISIONS CHANDLER, PALMER de KING DATE DESCRIPTION Architecture, EngineeHng and Surveying 4/2/97 ADDITIONS-Coastal 110 BI:OIDInY NOaIlON. at 01310 Ila-n11-4011 n1% 100-ee 7601 Emsion Hozord Line and House Location I DATE: FEBRUARY 13, 1997 SCALE: 1" = 20' SHEET i OF 1 j3P11 i Bryan Resimdence rlfl _ rrr ' r rrr Fishers Island , New York Mark Denton, Architect 2628 Fifth Street, Suite B Santa Monica, California 90405 310/399-7212 (voice/fax) r I r r C f I 'I r f r r rr -., Gibble Norden Champion, Structural Engineers - 130 Elm Street Post Office Box 802 Old Saybrook, Connecticut 06475 860/388-1224 (voice) 860/388-4613 (fax) r H . P. Broom - Housewright General Contractor r rrr ( ( j ( 162 Ferry Road Hadlyme, Connecticut 06439 860/526-9836 (voice) 860/526-2647 (fax) 1J PLUMBING Site: ALL PLUMBING WASTE r I Lot #1 - Block 42-3 &WATER LINES NEED r r Fishers Island TESTING BEFORE COVERING r r r r r f Town of Southold -I— County of Suffolk PLUMBER CERTIFICATION ^ ! I _ District 1000, ON LEAD CONTENT BEFORE Section 010, CERTIFICATE OF OCCUPANCY Block 006, SOLDER USED IN WATER Lot 12.5 SUPPLY SYSTEM CANNOT State of New York EXCEED 2/10 OF I%LEA D. Owner: Barry R. Bryan 543 Cascade Road if copper tubing is used New Canaan, Connecticut 06840 for water distributing system;piping shall be Zoning: o� of types,.K or L only R-120 P Area: SITE �v� ±105,415 SF, 12.42 Acres 1z OCCUPANCY ORr r r f t r f t .�� USE IS UNLAWFUL I �— r Utilities: WITHOUT CERTIFICATE Site to be serviced by municipal water rte,_ _ and on-site sewage disposal OF OCCUPANCY - -- OAoVr Location Map DE 6' 400 200 0 400 DO NOT PROCEED +✓Z * —� Scale Feet UNTIL 2nd SURVEY OF LIC.k:Cl FOUNDATION LOCATION i HAS BEEN APPROVED saev+� • , • � r.., OFCALAf0�� PROVIDE OPENINGS FOR r-� 10! ll l r.� F ROUGH - F�i,�ti+G E FLUNIBINc EMERGENCY ESCAPE AS 3 INSULATION I 4. FINAL - CONSIRUCTION MUST REQUIRED BY PART. 714 OF BE COMPLETE FOR C.O. Construction Documents N.Y. STATE BUILDING CODE. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION & ENERGY rl CODES. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS Building Permit Amendment Set UNDERWRITERS CERTIFICATE March 17, 1997 REQUIRED \ Bryan Residence Fishers Island, New York / Mark Denton / \ Architect Gibble Norden tu pion al Engineers St uc H. P. Broom - Housewright / General Contractor / Outline Footprint of Former Residence \ (1954; destroyed \\ \ by fire 1995) \ \\ Outline Footprint of \ Proposed Residence \ \\ Footprint Area Comparison ' \ \ FsIP-rQooser1 Indoor Footprint 2,684 SF 2,550 SF \ Screened Porch 384 SF 508 SF \ \ Total 3,068 SF 3,058 SF \ j \ I I \ \ -' Former deck to be replaced \\\ < Li A-4— J-- 1 ] \ I \ I I \ I I \ / I Extent of former residence \\ ll 1 I screened porch Extent of proposed residence screened porch Existing boulder -Extent of former residence \ \ \ to be removed I I indoor space i \ Extent of proposed residence indoor space j I \ I - -- --- - - ---, \\\ \ \ r p- --- ---- ------ ---- -- ----- r r- -- --- — -- ---- - - \ 1 I I ' I LIE� ARCHi 1 � I �— — -— --- — — — — — — —) I Existing foundation walls Lia.W:.0 6 and slab to be demolished -- ---_ FCEI OF CPUFO�```` I I 1 I I I I ' 1 I I I I 1 I Construction Documents Footprint 6'-0" pi Comarson - -- -- --- -- - Scale: pa 1' 011 - - ------ - --- ---- ---- B. 721�2� gg1�2• —.-- - _--.-_ -- 36,_0" (Verity) 12'_0" AO — -- -- -- March 17, 1997 i J � 35 31\ 21\ \ \ 20 15\\ 40 \ \ ,\ \\ \� \ �\ Bryan Residence 41Fishers INew Yorksland, \ \ \ / 42 \ �\ a3 � as CS-; Top \ Mark Denton \ as /\` ` �� \ \ �• \ Architect 46 as ?s a7 Gibble Norden Champion JJ\ J '' \ —� �� �\ Structural Engineers Broom Housewright General Contractor Existing bushes to be removed duri9g construction and then eplanted / \ / r �� \ � \ \ 9 Existing Septic System (to be reused) -� \✓/ / �'i � / \\ • '\`� \\ \ � ` Oy Path -,�\ \\ \ \ \ •�� Path Outdoor shower �Existing grades facing bluff to remain 15 7-z--�' \ Existing bushes to be removed during construction �`� �\\ \ \ II \ \ \ 20 -wand then replanted - \ Deck 25 \ \ Deck 30 35 ��. •\ 49 - 47 �1 1 ` \ I T \ I1 11 40 50 46 0 / h- r 511 i- New/relocated rock wall to match ,a 53 / mg rock w ocated-j \ .�./ - -------- Existing boulderst amain _ / 7 / \ Open porch Existing rodk wall to remain 43 / J --- 17 I ti 42 r 4- 9— I — _4 Existing Septic System (to be reused) / p AR LIE47o y�T i � -Driveway - I J 1I--- / I ✓ I O I j`�� Existing trees to remain i; * )0•j/• L / / / I I J DATE l�46 OFCPUE��N\ 45 Construction Documents Site Plan �-'Welll Scale: 1/8" = 1'-0" Existing trees to remain -) / \ v v I J Al 41 March 17, 1997 40 \ 1 f 0 ) Bryan Residence Fishers Island, New York \ \� \ Mark Denton Architect Str ule Norden tu al Engineers pion ° / \ \ \ \ H. P. Broom - Housewright \ General Contractor ' \ � O � ' nom \ \ Crawl Space \ \ \ \ Line of deck above A 101 f L -1 49, 21/ LO-1 27-4°-_ - - _ - - - - 16-101/2.._-.- _.- _ in Hatch to - a - AAcrawl Line of screened porch above I� II Crawl Space UP \ t y I IIi cv I— o o I o I OI 31/2'LJ 4'- 31/2 14' j2Slab in this area 4'-0" above I I O� lI -12 basement floor / 91 II Ili I °° Flue for boiler; I I- 5E�ARQ,y/T °' I I' C ' $- °fire lace above I C - o k - I �O SUE p 6` Oil Tank I I P I T I 101 - _ I * Lic.SrCJ87.5 to / r , I L_ - - - - - - fl e onrep �p LO{ I - - - 1 Boiler Hot water t r l I \Perimeter F oting Drain (Typ.) 9 OF CA�yFO li I Floor - I Electric Panel +Drain Qi1` Line of porch above r - r - r Electric Meter I I I Construction Documents —IIOI I — - - - - - - - - - - - -- - - - - 1 T- > - �� _ Foundation Plan _. 9'-0 - 6'-10V2' -- - 4" 3,-4.r 44. T-37/6. 1.,6.. 7'-1' 1'-6a — -- —— - - "c _ o Scale: 1/4" 1 V-41/ " PQnt roof I - __ t5' 2 _ above 33'-4" -�__-Pant roof above - - - 15-101/2' -- -- - - -- ---- 65 1" ------ Note: General contractor to coordinate sleeving of Note: See structural drawings for slab and T.O.W.electrical,water, and septic connections according elevations and foundation details and connections. March 17, 1997 to field conditions. Bryan Residence / yta o Fishers Island, New York y V A?r \ \ Mark Denton i �• / �\I � ` V Architect \> \ Gibble Norden Champion j" oo� s, Structural Engineers d `�� H. P. Broom - Housewright T � m \ General Contractor � s w aa. Master Bedroom 'F p•6/ �� i .. Deck Cedar Fence j� Cl. `�\�• p0- � O. � Ut o \ ,� \ �• Sh we \ \' °o,,, \ Master Bath �• OeO�� O \� ` Guest Room #2 0 a, \\ °• - \� off Bunk Ba I , i m 1'12::/ °o • 3-87/8 12 g1j2 _07/8 _6'd -07/ " 8 7 — -_012 - 91/2, 51/2'J g1/2• 1 - 91j2" Bunk Room #2 Guest Room #1 a9. � Deck I \� Guest Bath I _ s'-o" (Pant of above 2 2, 8„ \ � rn ? �N � 51/2P `--- -- - - - - -- -- - - - �-- Deck �. - Bunk Room #1 1 m, > m io N 'N I ; 'M v ' 'O O �I _ _ Note: CENTERS OF ALL m 2 'N 4-1" 4' 1" _ 4- 1" 2'-1 '� -�` ZD � THESE TO ALIGN WITH 1 2 m m 4' 31/2' 91/2' 4 ~ q m CENTER LIVING/DINING: m o f in UP -8'-0" Sliding door at entry -6'-0" opening from entry to UD m I �' �- r f ' ��- — • I -6-0" wall at end of UD, M I Entry Living/Dining sliding doors to porch o I l N Screened Porch mN Note: i pace to align wit 5 /2" -95/16 51/2 enter o -0slidin v-f-v otlorpposrte 76 9 - oN6Y3-64'.6"_ 4'-6" 60 HallSEpARCy,T _ ue F — — Refrig. —cw. '1QyJ�J -- ------_ I— — — _ — _ 1/2° u��� L2tot n I gip' o', .#:fit * _ r 2" . . /2.. --- ,N VJ a - --- - k r 4'�f D OF C s•_6„ - ' 91/ ' 5 / .� 2�i1„ 9'_6„ � 2.-6,. 1 1'-0�� 2'-6" L'/B" 2'_01/ Mi m + r 1 � mll�', - m�l Jj "oni� �! X -- --- 1 2 I W I 31/2' m I o -- 4'-W 4'_6" 2'-2" ��-9,.,' -6" I ❑ -- -- Ki hen I of o m -- --- 1oYT n a N 15'-101/2' Laundry D I P r D w I � — o' Construction Documents J.,ON First Floor Plan R Roof 1 On @ Scale: 1/4" = 1'-0" 6-in-1 - 6-in-12 i 191/2 m --- - Q. 9 /2" .. n p-8�� 3' S.. 4'-8. v-9. 5';r5�-5. 4,-7• 6�_0• 4'-6" '91/2" A3 o �- 33'4" - — --15,-101/2" 49'-21/2" -- -- - - March 17, 1997 Bryan Residence j iy�t2 Fishers Island, New York Mark Denton T3, Architect GibCe�o0a�0�i '\ Structural pion tu al Engi eere Norden s N °�d°� aw°t t H. P. Broom - Housewright aeova ; General Contractor sT3. 's• '\ Studio \ 01 NNI's, N � IN \\ �w �0 LI ary m �. QQi0" U 6ta'fS Bath `v, GNI Note: Cents of each /� NIL. �M2 a \\ of these fou 'ndows � to align with can rs of 'N ;o• yj \ each of four win we - e"�./ Landing (bunk rooms) bolo IN \ \I2 i � PN s, N Roof i9, ,i vo 6-in-12 i ' q Q Ae��$,, I 1•-9.. 51/2„ iv J v-4,, ) N Ni m Partial-ht. wall - ;cap ® 3'-0" Note: Center of _ window to align w °q tRoof "N' with peak of root N IN, - —-7 On + __ Playroom o; 6-m-12 - - Storage ��m 4,_1 , 31/2„ - 11'-°7/2" . - - ----- m. I Root c On -1 Roof — — — – (m6'-6 Clea aftce) a 8-in-12 on N in _N 6-in-12 Bench n Hatch t ---- . _ mech. sp c i Roof I On -1 9'-96/16" — \N O n-12 Root m 51/2 2�-10^ 2'-5., 10'-71/2„ On --- - - — -- �— _ -- 6-in-12 a --- -_-- --t -- 16'-4„ ---- --- -- + USED IAR 4. 1ssLIEa � Note: Center of Note: Center of ® © c 't -- �n Mech./Storage - window to align m window to align - iv 'n with center of 6'-0" --- - - i 6 t4'-0" Clearance b front door below. p. / . with center of 6'-0" ( ) sliding door below. _. _ dl n pIIP-31 -72 \p m ��' � OFCAUFO� n IN, Roof On 6-in-12 Construction Documents Second Floor Plan Partial Plan Second Floor Plan Scale: 1/4" = 1'-0"A4 at intermediate mechanical level Scale: 1/4" = 1'-0" (partial-height interstitial space) Scale: 1/4" = 1'-0" March 17, 1997 J I Bryan Residence Fishers Island, New York r ' Mark Denton Architect — Gibble Norden Champion Structural Engineers BH. P. Broom - Housewright ck Chimney General Contractor Chimney r Play m FF+66'-11" I I — White Cedar Shingles ^ u v 59'- r 4" Copper gutter (Typ.) _ _ -- - - - Red Cedar Shingles FF+ �' - _ - Removable Screen ) - I Cedar Shutters MAP. = _ _ _-_ _ (Typ.) b o i io fOI - - — 0„ - -- White Cedar Shingles m ------ .--_—__-- —_---- ------- - ---- First Floor FF+50'-0" i Cedar fence enclosing Outdoor shower �u �m Cedar Latfice - - -_ II - ,)- I I I I I Note: See structural drawings for foundation details West Elevation West Elevation — North (Bedroom) Wing South (Main) Wing I FF+66'-11" - _ -- -- `O ARC — — - FF agE uEaH�rR +59'-4.' vA/ C.A la I ao o Jj "o" "1111 �P OFCAUF��� Porch FF 49'-8" FF+601-01 _ _ I (Cagine ;o ml Deck FF 49'-8" (Bench) _ FF —_ +50'-0" Construction Documents � I Elevations: East, West t-'-' -- - - - - - - - - - - - - - - - - - -- - -- --lt � I Scale: l/4" _ 1'-0�, 4-- --- - -- -- - - - - -- - - - - - - - - - �. t� - - - - - - - - - - - - - - - - - __ _ _ _ _ ____ A5 East Elevation - -- ----- - - - -- -- - - - --- _ — South (Main) Wing East Elevation - March 17, 1997 North (Bedroom) Wing 12Bryan Residence 12 Fishers Island, New York 6� 6 Mark Denton Architect \ Gibble Norden Champion 12 1a — Structural Engineers 6 _ ( Brick H. P. Broom - Housewright 6 h• White Cedar Shingles l Chimney �� General' Contractor Playroom ° - 72 ' j FF+66'-11 _ _ - -_-,- _ -- o 8 Cedar Shutters (Typ.) 12 12 12 12 Second Floor N - , _ _ - �6 �6 6 6 I� FF+59'-4" o Red Ceder Shingles _ I _- __ - _ ___ White - Copper gutter (Typ ) �' - -�.' Ced White Cedar Shingles c � - M -T Cedar Lattice , I ro v First Floor -- Cedar fence enclosing FF+50'•0' -- - 50First Floor Outdoor shower FF+ --0_" VVV���f��� Q a F+50'-0" I, Porch FF 49'-8" II I I I ILLI >rt I I North-- - - - - - -- - - - - - - - - - - - + I ElevationNote: See structural dr wings for foundation details North North (Bedroom) Wing I . Elevation i South (Main) Wing - -- - - -- �- — - - --- t r- - - - I 12 12 8 8 Mid-roof 12 � 8 12 m Co 6 12 -- \ 2._0„-. 12a . \ 12 6 \\ � 6 -12— 6 Z White Cedar Shingles \� 6 �S re n \ \ 12 \ w '�---- � 5Ep AR CIV, Removable ) .Cf a Hca q Screen (ioy y v 1 ..#:C187C187 PENEW�L' First Floor FF+50'-0” ;�', Of CKNV1 �\p L3 T- - - �— - Paulope Porch decking and stairs Porch - - - ----- - -) - 9'-8" 1 [-J Porch FF 4 PF 49'-8• 12' - ��" ISI « _—Cedar Lattice - I Construction Documents II I II II ,� L, rl I i _LElevations:i North, South Scale: 1/4" = 1'-0" SoutA6 h Elevation South Elevation — Inside Screened Porch Outside Screened Porch March 17, 1997 F ryan Residence hers Island, New Yorkrk Denton hitect Gibble Norden Champion Structural Engineers it L Playroom H. P. Broom - Housewright General Contractor I II ----- --- -- - --- _. - — — --- Playroom FF+66-11 atch --- - ---- LMeh/Sjtor [__" ---- -- . Living/Dining Screened Porch I � Entry I / h Kitcen I Living/Dining - — / _ i First Floor — — Porch FF 49'-8' Deck __T Crawl Spacei 7Basement Hatch to Crawl Space I Crawl Space I L Basement I i I Basement FF+41'-O" , I L__1 r4 � rJL � --' � I r-JL -I r- JL7 N-S Section through Main Wing Looking East E-W Section through Main Wing g Mid-roof+77-0" Looking North through Kitchen and Living Room J Playroom Playroom - --- - - - - FF+66-1 �H L y i Hall Studio �` Landing Landing Mech./Stor. i Second Floor Studio �., Exhaust System SIL 1111 L I Q rA _ Guest Bath I ` (r-- I --- Hall Guest Bath \ `� LFD1 5EDARCy7�, Master Bath Master Bedroom I �U�a �4 87IFF+50'-0"Porch Covered Entry First Floor ---------_--- / Ca met / -- DAM .._ Deck --- -- -- -- am Z Porch FF 49'{8.1 ------"— -- — Deck fin!`OF CAUF���\� Ba'II�ment Imo- - .— _ Crawl Space I Crawl Space / 11 Crawl Space I � I Construction Documents iL � Basement t II - I I r FF+41' � -"- -r _Sections Scale: 1/4" = 1'-0" E-W Sed#ion thr60gh Entry E-W Section through North Win E-W Looking North L — g Section through North Wing A7 Looking North through Guest Bath and Landng Looking North through Master Bedroom and Studio March 17, 1997 - _3 r 40 DIA 36 QIP \ I6 DIA 16 AIA if, IA �` J w• / _ ti a d b• 2'-011x2' o"xl'-o" GONGRETe p kabala BeuCh Road \ m Flntlere lewd, Naw York FOOTINS(24 LEDGES) 36 DI ' tQA" yy^ REINF. WITH 3- •5 BOTTOM _____ EACH WAY. -' Mark Dayan CONT BOTTOM BARBS IF Archlla WALL REII-F - / h y \ TYPICAL HOOK ALL, H WN ry,.�,npim \ ','' / ' WNF PROVIDE HOOKED � `,^�'��"'�''^^' SPLICE BARS (TYP) BIOrB FTG " WALL NnegsEGTIdJE b, y\� y1 y�' G' \\ • \ ` Z4' _ _ 9 E MINI IA4LL Lre.ioe4 I'1R B1'OWO -{ ��,, � / / \ 12" CONCRETE CONT WALL General Cgor tract� �t \ FIER TYP, I F OTING 'U' BARS TO HORIZ REINF .9 ' �y ,� \ \ 2 O Q MATCH HORIZ CONT THRU JT P // \ 36 DIA gpTTOM FTG EL O REINF 7/ p y BEAM \' \ \ 2-5 VERT H, POCKET \ eX _ \" /� \ �>•. A b. 11PIC.4_ STE n =/YftI r ON DUY,5 AS 9F ENDO Q WALLO C4146T161CT10N JOINT \ \ O \ .q 4" CONCRETE SLAB ON 6RADE \ b TYPICAL wel 1 netnll a ADD 2-r4 TOP �./ EXTEND 2'-m' PAST EACH END SAW CUT AS SOON Z Q EQ OF OPENING mt2- AS CONCRETE WILL NOT \ \ b DEPTH c i p RAVEL (24 HRS MAX) NJ OW 1 - AT JOINT d WWF 3/4" STOP MESH LEAR D/3 O4k. 6" DIAW. PERFORATED -N WILF 1 1/2° BRICK PAINT WITH -- _ - APPROVED VAPOR - \K _ FOUNDATION DRAIN CLEAR OR BLOCK CURING COMPOUND \ / \ `� SEE SITE DRAWING FOR - SUPPORTS 5A�SER INTERIOR 2A \ �' \Q \ BEFORE ADJACENT ONLY 52 \ \ >JJ \� \ ° ELEVATIONS.INVERT FND BUILDING PAPER SLAB IS PLACED 4" DIAM. CONCRETE \ �. BOND BREAKER TYPICAL TYPICAL FILLED PIPE COLUMN \ ` SLAB ON GRADE FI LEDGES) \ m TYP DETAIL at $Lap ON GRADE \\ \ \ \\ b. &7DOORWAYS CONTROL JOINT SEE ARCH DWGS FOR LOCATIONS CONSTRUCTION JOINT \ /) INDICATED ON PLAN AS CJ \ 6 GOA \ ) \ � IF USED LOCATE AT CONTROL \0 GAY � `6. 3'-011x3'-011x1'-O" CONCRETE \ a \ JOINT LOCATION INDICATED ON PLANS CJ Z IN65 FOR b A� c FDOTIN& (4 PLACES) \ o, VENTS TYPICAL p• �- / . \'✓ REINF. WITH 4411 6.C. TO COORDINATE ��, \ \ BOTT EACH WAY bJ \ INDICATES + , a• T.O. PIER CON7J'10'PIGA�L �/ O \\ Ol� ° b, 12" CONCRETE EL. 49'-0" _ /) l \ PIER TYP. U.N.O. , all \ b \ A \ 52 \ �c• o' BEAM 4A \\\\ POCKET �\ - ^ 4-10' Fh?\\\ (42'-0" (44'-0") (441-0'7 9 (44'-0") a(44'-O'9 D(44'-O") (44'_0„) y .1 ` T.O.W. EL. \� // J \\ I I r------- 9q'-D” _ _ -- _•_ - 52 (43'-0") 49'-O" T _ _ T.O. PIER INDICATES FOOTING \� \v/ / \ I I T.O.W. EL. \-�_� ¢� • I I 0. ° I (44'-0'9 STEP TYPICAL \ .0°) 5 l I 16, 44'x," L'� i 1"1 N N_ _ a b" r I IL l ` ° ✓ ° \�� -=J I J WALq L 52 i I I T.OJN. EL. I 4" CONCRETE SLAB ON GRADE l a' 4O N F-L at' 4" CONCRETE SLAB ON GRADE I I T. 4 T.O.G. EL E SLA -O" _ I i V i 2 SIM. O INDICATES BOTTOM < l 4 y OF FOOTING ELEVATION I 52 U Q I I 2'-611x2'$11x1'-O" CONCRETE I 52 TYPICAL ( I I SA 3 FOOTIN6. (5 PLACES) REINF. TOyJ. I BEAM I 52 W/ 3- w5 BOTT. EACH WAY , Y ' 49'-O" q^ I POCKET � l I I S2 __ BEAM F.S. I .° T.O. PIER I G.J. _ O I G.J. - I O I _G.J. r- G.J. ! ' POCKET ,(42'-O") ff EL. 40'-0"L__J(By_o ) (59'_0") Io \\\ L- .J L..- Jl39'_O") L--Jl42' ") I --x(42,_0") F.S.q I0" GONG. I I I WALL 4" DIAM. CO RETE 6 z I (43'-0'7 (43'-0") 52 I FILLED PIPE COLUMN I WAS CNG. -j = I t(40'-O") . O (q PLACES)" a L- -------- 44-4 EL. I (39'-0')4 I L--- -----� - - ------ Y Q ' BEAM - (59'_O'.) Q 4 _ 2 - 44� EL. - I PO:' 52 52 POCKET I 10" GONG. 12" DIAM. 52 f— -.1 f�"'����.� WALL PIER TYP. I 1.- ...1 �.---1 l . b T.O. PIER - OF NE y J. I L.J.I I I I EL. 4T'-O" E F N w 0 T.O. PIER b .O O _G.J. O G_J. _ —._._I_ 52 ro�ct�s-^tn�oe;,Pr . EL. 43'_0" 52 I I L- J L'- ' L- -J(S9-O ) L... I (39-0") l �" 4T.0�'"EL. �39'-0") " —...J I 'F PLAN NOTES. L--.----- - � (42'-0") T.O.W. EL. - - I !42'-0'7 - - • 1 -1(39'-O") o I. CONTRACTOR TO COORDINATE EMBEDMENTS OF I b" 4T-0" MASONRY FOO x3'-011x1'-O" CONCRETE CHIMNEY I-rf4 L HEIGHT 'FOOTIN¢. (4 PLACES) REINF. I in p .; ANCHOR BOLTS, ETC, INTO CONCRETE. (42'-0") _ _ (cS4'-0" IFS TYP. SEE ARCH. DEACH OWELS W/5TD YV 4- BOTT. EACH WAY I T.O.W. EL. - , 2. SEE ARGHITEG7URAL DRAWING FCRWALLS, DIMENSIONS T•O.W. EL. 1'' DW&5. HOOK INTO FT6 NOT SHOWN. 45'_0" I iv S. 4" CONCRETE SLAP REINFORCE WITH 6x6 - W1.4xW1.4 WWF p 1'-0" THICK GONG. SLOPE FLOOR 4" CONCRETE SLAB ON GRADE i 9 3-14- ISSUED FOUNDATION PKG III PLACE SLAB ON 6 MIL VAPOR BARRIER OVER 6" MIN. COMPACTED 4 T.O. PIER T.O. PIER 4 I FOOTING. REINF. WITH TO DRAIN U ,- COARSE &RANULAR FILL, I T.O;G.EL. 41 O" T.O.W. EL. , 'r EL. 42'-0" EL. 42'-O" ttr1 M5 AT 12" O.C. E.H. BOTT. p T,O.W.,EL. I45--o" .. , 4. SEE ARCH DW65 FOR TOP OF SHELF EL. ~ ( U-I T.O.W. EL, Conetrucifon 5. ALL EXISTING FOUNDATIONS AND 51-A85 TO BE REMOVED. 12" DIAM. TO.W. EL, CONC. PIER 43b" I p 40'-6" -N EXCAVATIONS TO BE BACK PILLED AND COMPACTED WITH I, . L--------- -'� ------ -- ----- C-OAR5E GRAVEL FILL TO MAXIMUM 95% DENSITY PER ASTM D155T. - - �'� �' ��----I b. SEE ARCHITECTURAL ORAWIN65 FOR LAYOUT OF ° ., OPENIN65 FOR DOORS, WINDOWS, ETC. (Sb,_b") (38'-6') - _� �- O ` wR✓ b' T.O.W. E, - -- _ _ - T.OY'L EL. (3"I'-0) (41'_O") T.O.W. EL - _ � - - — _ - 5 - (39'-0") (41'-O'7 52 Scale, 3/4@ � W Debb PROJECT B IO-B' NORTH rOUNDATION PLAN5' I2' ' 65'-I' si SCALE 1/4'et -0" March n, W7 2x6 STUD - _ - - - I/2" GDX FULLY BLOCK AT ALL POST ABOVE - STRJJCTURAL NOTESD PLYWOOD �A f1GiOR/QIIV-Q 2x10 JOIST AND ALL JAMBS FOR OPG. EXCEEDING DESIGN LIVE LOADS a r P.T. 8b" L6. S/4" PLYWOOD RTC L'-w J, Y DE PAU-LOPE DECKING BO PSP SNOW + DRIFT �^i DECKING � " T.O. PLYWOOD ROOF FIRST FLOOR ' Mak baton SEE PLAN WIND VELOCITY qO MPH ArChi d ` 2x10 J015T GENERAL CbbIp NOrdw Chempim ShidI. ALL WORK SHALL CONFORM TO THE REQUlf;MMENT5 OF THE CODES, RULES �� 3- 2x CARRYING ftmm 3-2x P.T. - • • BEAM AND REGULATIONS OF THE STATE OF NEW YORK. Broom - 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL It CARRYING BEAM 1/b" BEARING P ATE RAW DIN&S QatEf� � . \ A `\ 3 ATOP NON-SHRINK . THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF REINFORCE w/ 2-#5 GROUT AT BM. POCKET ALL OPENING$, SL EEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADE5. eor CONT. TOP i BOTT 10" CONCRETE WALL SEE TTP. DTL. A/5-2 OPENINGS NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT. 4. FOUNDATION WALL5 SHALL BE TEMPORARILY BRACED UNTIL FRAMED 5LAB5 AND 1- #4 DOWEL AT SLABS ON GRADE BRACING THESE WALLS LATERALLY AGAINST EARTH PRESSURE, YVIV 32" O.G. O.C. EL 51 EXPLANATION OF SECTION OTHER IIAGGRAES ARE USED:IN LACE. P.M.F. CRAWL SPACE SECTION MARK WWF / BASEMENT SEE PLAN. STRUCTURAL SHEET WHERE - � - 1- #4 CONT. 5EGTION DRAWN 4" GONG. SLAB FOUNDATIONS \\� I. ALL FOOTINGS SHALL BEAR ON UND15TURSED NON- ORGANIC NATURAL MATERIAL P _ \ 2x4 KEYWAY CONTINUOUS LHAVING OAD PRESSURE.NALLKABLE BE BEARING VALUE OF 15 TONS PER SQUARE FOOT TOTAL 2. ELEVATIONS OF BOTTOM OF FOOTING SHOWN ON PLANS ARE FOR BIDDING ---� BOTTOM OF PURPOSES AND SHALL BE LONIERED IF IR NECESSARY TO THE REQUIRED BEARING FOOTING TO BEAR ON 10' 6' NOMATERIAL AS FOUND UPON EXCAVATION. IF THE REQUIRED BEARING MATERIAL 15 NO N-DISTURBED SUITABLE, NOT ENCOUNTERED AT ELEVATIONS 5HOWN, NOTIFY ENGINEER IMMEDIATELY. b' NON-ORGANIC 501LS. REINFORCED CONCRETE G sL�/►T7t1\I I/2" GDX _ 1/2" 6YPBOARD I. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES . SMTM�VL1 PLYWOOD 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (AGI 301-89) 52 5/4"=1'_O" 2. ALL CONCRETE I5 DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE 2x6 STUD NORMAL WEI&HT AIR ENTRAINED WITH A 28 DAY COMPRESSIVE STRENGTH AT Ib" c.c. OF 5000 PSI. - #4 x 2'-0"[_ S. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS ASTM A 615- T.O.G. EL. AT 52" O.G. 0F' 5- 2x BEAM GRADE b0. 1/4" GHAMFER 5/5" P.M.F. T.O.G. EL. 4. DETAIL ALL BARS IN ACCORDANCE W 196" WITH "AGI DETAILING MANUAL - 8 CRAWL SPACE SEE PLAN. 1- #4 GOVT. S SHOW ON THE PLACING DRAWINGS THE NUMBER AND LOCATION OF ALL BAR - WY'IP / WWF EE PL SPACE \ \1� y. IPLABEARING TB ESUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN -- _ - j— I- #4 DOWEL ,\ POSITIONS INDICATED. i AT 52" O.C. - -- - - �i - - - a, 5. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE / BRACE WALL UNTIL INDICATED SHALL BE, 4" GONG. SLAB \ \�• ,C(P CONCRETE POURED AGAINST EARTH 3^ ON GRADE ���� . IrmPLACED ;AMUPPBR AB 15GURED (`' \\\, 4" GONG. SLAB ,\ \ CONCRETE POURED IN FORMS BUT EXPOSED TO 7 DAYS GONG. SLAB 3/4" DIAM GALV. i\ 1- #4 DOWEL EARTH OR WEATHER: 8" GONG, WALAt ON GRADE A30T ANGH R <) AT 52" O.G. a b. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR REINF. WITH 2 _ - - _ - _ _ BOLTS x 12'� yy~N11 ° APPROVED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, TOP t BOT'T. 3" '4 0 :P 10" GONG. MOST WALL SHALL BE A MINIMUM OF 56 BAR DIAMETERS UNLE55 SHOWN OTHERWISE. MAKE AT b'-O" O.G. "' QN. - REINF. WITH 2- #5 ALL BARS CONTINUOUS AROUND CORNERS, I- #4 CONT. 7. PROVIDE 2 - #5 (I EACH FACE) WITH 2'-0" PROJECTION AROUND ALL " GONG. SLAB 2'-0" MIN. FROM EN05 iTOP i BOTTOM CONT. 4 OPENINGS IN CONCRETE UNLE55 SHOWN OTHERWISE. N 1- #4 CONT ' Q 8. 5LAB5 BEAMS AND WALLS SHALL HAVE NO JOINTS IN A HORIZONTAL PLANE 2x4 KEYWAQ d / ALL OON4T'RUCTION JOINTS SHALL BE AS DETAILED OR AS APPROVED BY THE CONTINUOUS4CTURAL ENGINEER, cOw-NUO gY9.WIURE MESH REINFORCEMENT NNST LAP ONE FULL MESH AT 510E AND END FOOTING OTTOM OTO BEAR . ,\\� --- BOTTOM OF °/ LAPS, AND SHALL BE WIRED TOGETHER, PROVIDE ADEQUATE SUPPORTS FOR MESH /\\ ii\ FOOTING TO BEAR TO INSURE ITS LOCATION AS SHOWN ON DRAWINGS. NO SUITABLE, ON SUITABLE, STRUGTIIRAL STEEL NON-DISTURBED I. 6` B' 6" b" 10' b" NON-DI5TURSED NON-ORGANIC �r-�1'- -�`-- ,r- -�F SOILS R6ANIG I. ALL STRUCTURAL STEEL 15 DESIGNED BY ALLOWABLE STRESS DESIGN (A5D) SOILS. AND SHALL CONFORM TO ASTM A56. PIPE COLUMNS SHALL CONFORM TO A5TM ASS (GRADE B). 2. STRUCTURAL STEEL.SHALL BE DETAILED, FABRICATED AND ERECTED IN SECT10N p�� ��� ACCORDANCE WITH THE LATEST PROVISIONS OF A161— MANUALOF STEEL SM� 5/4 2 S/ O1\./1�1 52 1/2"=1'-OL CONSTRUCTION. 4 ADET� S, ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN WELDING SOCIETY (AWS) STRUCTURAL WELDING CODE - STEEL 01.1, LATEST EDITION. 4. PROVIDE ALL PLATES, CLIP ANGLES, CLOSURE PIECES, STRAP ANCHORS, MISCELLANEOUS PIECES, AND HOLES REQUIRED TO COMPLETE THE 5TRUCTURE. SEE ARCH. DRAWINGS WOOD _ FOR RAILINGS r 9/4" PAU-LOPE DECKING I. ALL FRAMING LUMBER SHALL BE DRY (19% MAXIMUM MOISTURE CONTENT) 2- 2x8 -- 3JI` 1/2"x 5"x O'-10" DOUG-FIR WITH THE FOLLOWIN6 ALLOWABLE UNIT STRESSES: I/2" GDX - -- 1/2" GYPEOARD 5' 5' BASE PLATE PLYWOOD 4' DIAM. BENDING, SN6LEITUVIv USE SE 12450 PSf 2x6 STUD GONG. FILLED TENSION 650 P51 Ta - EXTERIOR DECK AT AT 16" o,c. PIPE COLUMN GOMPRE5510RN PARALLELTOLEL TO N6RAIN 1050 P51 P 5 JOIST 2/52 ONLY - 5/4" PLYWOOD .nDEGKIN6 + O + HORIZONTAL SHEAR2- 5/8" DIAM. GALV. 3/4" PAU-LOPE 95 P51 AW'l THRU BOLTS DECKING T.O. PLYWOOD " COMPRESSION PERPENDICULAR TO GRAIN 625 P51 (4 AT SPLICE) 2x6 PT _ FIRST FLOORSEE PLAN 5/4" DIAM. &ALV.P.T. POST AT ib" O.G. -' ry 1/T' A50T ANCHOR 2. PROVIDE I"x4" GROSS-BRIDbIN4 FOR ALL WOOD JOISTS AT BOLTS ill., EMBED MAXIMUM SPACING AND 2x SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS AND PARTITIONS. 2" EACH B GALV. SHIMS #� 3. WHERE FRAMING CLIPS OR JOISTS HANGERS ARE USED, NAILING SHALL BE AS 2x6 PT PLATE - �� 2x10 J015T IDE PER MANUFACTURER'S RECOMMENDATIONS. n 4" DIAM. GONG. FILLED 4. PLYWOOD NAILED TO FRAMING SHALL BE SPACED 6"Oc AT EDGES, 10"oc --- .�\\ .�\ [IL /i, /i, i \ .�\. ll., PIPE COLUMN T.O G. EL. 10" CONCRETE WALL WWF CRAWL SPACE AT INTERMEDIATE SUPPORTS UNLESS SHOWN OTHERWISE. I \�-51MPSON GALV. REINFORCE W/ 2-#5 / BASEMENT 5. 1 k 5 NAILED LET-IN CORNER BRACE5 SHALL BE USED IN ALL AREAS WHERE 3/4" DIAM. GALV. -J ADJUSTABLE P05T 5/4" DIAM. 6ALV. CONT. TOP 18077 - - -- _ - SEE PLAN. PLYWOOD 15 NOT USED ON EXTERIOR WALLS, ASO-I ANCHOR -- - BASE A50"! ANCHOR -�- - 6. ALL OPENINGS SHALL BE FRAMED WITH DOUBLE MEMBERS UNLESS OTHERWISE ' 12" DIAM. BOLTS PECK SHALL Q BOLTS NOTED ON PLANS. 12„I EMBED REINFORCE NG. P`SILE 31.MIN, F ENDSEO 31- P M. �L AT T.O,G. EL. 4 j�� n ” \� ON GONG. AB SE�ODOR COMMERG AL) GNGUE AND B LINES GROOVED SOLID (OR LAMINATED) IN o F N 14,VERT AT L SCHEDULE q m I- #5 I- #4 CONT. - - - - WWF- - BASEMENT PLAN.SPACE 14"x14" GONG, E, I`] _ ' ,� 1" NON SHRINK GROUT SLE PLATE TO J015J015T TO SILL OR 0E BLOCKING, FACE NAIL NAILING ,bd AIL EACH ND 3-6d LL I- #4 CONT. -_ 'P SEE PLAN. 4- #4 DOWELS TOE _ Ibd AT I6 oc p - slsa5 Z #3 TIE AT 2 2 • PIER AT SECT. 5A TOP t �� TOP PLATE TO STUD, END NAIL 2-16d 90F 510 +/ STD \ 4" GONG. SLAB ONLY STUD TO SOLE PLATE, TOE NAIL 4-bd 3-14-q NDATION PK6. . \\ DOUBLED STUDS, FACE NAIL Q HOOK 4 \ 2x4 KEYWAY CONTINUOUS DOUBLED TOP PLATES, FACE NAIL Ibd AT 24"oc Ibd AT I6"oc TOP PLATES, LAPS AND INTERSECTIONS, PAGE NAIL 2-I6d -- - _h BOTTOM OF �1, CONTINUOUS HEADER, TWO PIECES \ - Y �./\\ /,\ `F 50NOM OF ALONG EACH EDGE C�� FOOTING TO BEAR FOOTING TO BEAR C � ON SUITABLE, CEILING JOISTS 70 PLATE, TOE NAIL ON SUITABLE, \ \\ /\� BOTTOM OF CONTINUOUS HEADER TO STUD, TOE NAIL 5-5d J NON-DISTURBED I. 6' 10' b' NON-DISTURBED FOOTING TO BEAR 4-bd NON-ORGANIC *- NON-ORGANIC SEE PLAN FOR ON SUITABLE, CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 5-Ibd SEE PLAN FOR SOILS. SOILS. FOOTING 51ZE NON-DISTURBED CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 5-I6d Q�;��� FOOTING SIZE ; ELEVATION NON-OR6ANIG RAFTER TO PLATE, TOE NAIL 3-8d �1NfA ! ELEVATION SOILS. EIUILD-UP CORNER STUD" Ibd AT 24"oc Saco BUILT-UP GIRDER AND BEAMS 20d AT 32"oc AT TOP .SceLw 314'. T-T AND BOTTOM AND STAGGERED SE-CMN 2A 2 SEC110N 3A 3 2-20d AT ENDS AND AT �� EACH SPLICE PLYWOOD: 5UBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING): _ 1/2" AND LE55 5/8" - 5/4' ad OR bd Mwch 14, W7 :rI d, ,t. ,, a[' r y� [ J Y 1 - n n , I r F L : 1 \ [ t 1 1 Ali Ilk1 5 I it A—R.ri r 43-a4I b qX ,I \ \\ DO NOTPRDCE ED W TH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION Y ^� �� �`• �.� � HAS BEE QQ ` .: Y + r I r Soi i . %w jyLl al'ol, 7 rG7� r' \ AT 11e gyp, r T� ►Stip 1`�, � � N� , 1 , DO NOT PROCEED VATH FRAMING UNTIL SURVEY AP70fD ASNDTED OF FOUNDATION LOCATION DATE:9 s Q s - . -, :- „� - ` S 1 •,. HAS BEEN APPROVED. FEF/ BY f Jy w N , ' ✓ � �, �,��A,ryy"✓r per. _ a -�, 'T�`,.1. '�..: .. N E IKY WN • DEFA T T AT _ v . . ` 766-7GiOd a AM TO A PM FOR THE r m IN, x �'�', > 3 • '> "� -'�lr'i,. C�j �" �. . FOLLOWNG INSPECTIONS: FOR POURED CONCRETE ' 1. FOUNDATION - " 2, ROUGH - FRAMING' w.t�irFc., 41 - 1WOREQUIRED l5' Vl \r.._ ✓'. ,` . r. \ q. tT �'� - �/ �� ' , & PLUMBING 3. INSULATION I 'i 4. BiE,COMPL TE FORC.O.ION MUST "'c' 'I ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE ,N.Y. STATE CONSTRUCTION $ ENERGY CODES. NOT RESPONSIBLE FOR ^ Y - dF" .�.ur- MMS/-�P'ICj !Id 'r r s�2 " •� ' / DESIGN OR CONSTRUCTION ERRORS Na , rO � '' ,� �i .i�� .4� 9rI ' ....�...), .�.�-•, '�„ � - ., - G.1+:-r�'Ic .�' 1�w-i',S;Kra "S�F�::4.+�h'i�_'f,�s' r�' �� ' r zn�;ia T-i .4/, .n 1 r + 'r. rl U- _. I+,rc�A: iG vt 'r,, .G .1 r .. .art k62 .�-W .,i" 'J,i'� ` wlAAI;i i , .a P 'i '1 S. .�J � t �� _'', ` � � '"�, , Y-Jm GyC1 ��IIGp��npa�i(�.,.$..,if�.,� r',. 14"�1�5 Ifii qt . - ' � .. ,�. ?7 .,;,. , � Tr ;`'•_ �,;•„� .-IirUYr.Er'-11' � ,� � �+ It}-,.d,{.!r�E . An yam/ i. A , . 124 10 Z y4 14" ..�r1 !aWS "ia'a �FcilC,yt, ' �T.�?-__�d -,_. - �_ .' w^ WI•�'�, I ''1 ., r � � � ( � COL,�.,rb�st'�,u....c'.�4.��a��, , +, 2 �^ ' Jlk L U', fl ' - : r, _ b+.ri _ -+ - � - � t r �4C,.J{ik'I h— '•�CICs` 'l'r•, nY „ 4 1 p 9 V !OWN { I , I' .._OF,.S_OUTkOLD � - , � - m- 41* tAMle C) 70 .¢ate 'i" "fir;' �aT�`f,•�N Ab,ID m>a.R.G.A,.CLcT C 77 1 �.,,IW TH ' M,� F-+1I t ura "Q.NT�Ar�:R �o-�C t: hJ M M T � I" i" b ' Y' i•' � T1-t 1:1�4V c7'�� to 5TA U, Y' "C 1 � ^ , I � -IoTll—1 if, If 1 WIT r� n• r / :. i • r- . .r i i , , ,i ..r. a .. .. r r t dr,.vl. a , . . . . , Irv, .r V