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HomeMy WebLinkAbout30323-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31793 Date: 09111106 THIS CERTIFIES that the building NEW DWELLING Location of Property: PVT RD OFF E END RD FISHERS ISLAND (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 3 Block 3 Lot 7.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 17, 2004 pursuant to which Building Permit No. 30323-Z dated MAY 17, 2004 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 SINGLE FAMILY DWELLING WITH ATTACHED GARAGE AS APPLIED FOR. The certificate is issued to GEORGE C. & STALEY C. SEDNAOUI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0016 05/22/06 ELECTRICAL CERTIFICATE NO. 2017615 07/26/06 PLUMBERS CERTIFICATION DATED 03/24/06 TOM RAUINO //Auttiorized Signature Rev. 1/81 Form Nm 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT – -� TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY MAY 6 This application must be filled in by typewriter or ink and submitted to the Building Department wiW.Ae following: J A. 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 forth). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Swom 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. 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-$25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00,Commercial$15.00 Date. MAY 15, 2006 New Construction: X Old or Pre-existing Building: (check one) Location of Property: EAST END ROAD FISHERS ISLAND House No. Street Hamlet Owner or Owners of Property: GEORGE CARTER & STALEY CAYCE SEDNAOUI Suffolk County Tax Map No 1000,Section 003 Block 'k_ Lot "]. Subdivision Filed Map. Lot: Permit No. 30323x DateofPermit. 5/17/04 Applicant: GEORGE C SEDNAOUI Health Dept.Approval: Underwriters Approval: Planning Board Approval: NA Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted:$ 25 .00 Applicant si atu e ANTHONY Om OM coje ;1?" FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31796 Date: 09/11/06 THIS CERTIFIES that the building ACCESSORY Location of Property: PVT RD OFF E END RD FISHERS ISLAND (HOUSE NO.) (STREET) (HAMLET) County Tax Map No_ 473889 Section 3 Block 3 Lot 7.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 17, 2004 pursuant to which Building Permit No. 30323-Z dated MAY 17, 2004 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 ACCESSORY NON-HABITABLE BATH HOUSE AS APPLIED FOR. The certificate is issued to GEORGE C. & STALEY C. SEDNAOUI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2017879 07/26/06 PLUMBERS CERTIFICATION DATED 03/24/06 TOM RAUINO or'zed,, gnature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL r f 765-1802 r i APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Departmenf with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,an 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. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"laud 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-$25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00,Commercial$15.00 Date. MAY 15, 2006 New Construction: X Old or Pre-existing Building: (check one) Location of Property: EAST END ROAD FISHERS ISLAND House No. Street Hamlet Owner or Owners of Property: GEORGE CARTER & STALEY CAYCE SEDNAOUI Suffolk County Tax Map No 1000,Section 003 Block — Lot �. Subdivision Filed Map. Lot: Permit No. 303239 Date of Permit. 5/17/04 Applicant: GEORGE C SEDNAOUI Health Dept.Approval: Underwriters Approval: Planning Board Approval: NA Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted:$ 25.00 Applicant Si rata e ANTHONY Om OM FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30323 Z Date MAY 17, 2004 Permission is hereby granted to: GEORGE CARTER SEDNAOUI BOX 213 PRINCETON,NJ 08542 for CONSTRUCT NEW ONE FAMILY DWELLING W/ACCESSORY BATH HOUSE AS APPLIED FOR. 2 C/O' S REQ. SIMULTANIOUSLY. THIS PERMIT REPLACES BP#29426 . at premises located at PVT RD OFF E END RD FISHERS ISLAND County Tax Map No. 473889 Section 003 Block 0003 Lot No. 007 . 001 pursuant to application dated MAY 17 , 2004 and approved by the Building Inspector to expire on NOVEMBER 17, 2005 . Fee $ 2 , 243 . 40 ' u orized ure ORIGINAL Rev. 5/8/02 O cP�cPr!rJrJ�rJ@Pr�rJ�rJ�rJ�r�rJ�rJ�rJ�r1rJ�rJrJ�rJ�cPcPcPrJ�rJ�rJ�rJ�rJrJ�rJR �rJ�rJ�rJ�rJ�rJ �rJ�rJ�rJrJrJ@PcPrJPJcPrl arJrlr�rlarJ�rJ�rJ�rJ�cPcPrJ� r�r�+ 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS S 5 BUREAU OF ELECTRICITY C5 55 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 ZELEK ELECTRIC CARTER SEDNAOUI S 187A BOSTON POST ROAD PRIVATE RD, 5 c55 OLD LYME, CT 06371-1384, OFF EAST END RD. 5 FISHERS ISLAND, NY 06390 e5 5 Located at PRIVATE RD. OFF EAST END RD. FISHERS ISLAND, NY 06390 5 C7 5 Application Number: 2017615 Certificate Number: 2017615 c� 5 Section: 19 Block: Lot: 1B Building Permit: BDC: ns11 �S Described as a Residential 3000-4000 square ft. occupancy, wherein the premises electrical system consisting of S 5 electrical devices and wiring, described below, located in/on the premises at: 5 fj Basement,First Floor, Second Floor,main house,Attached Garage,Outside,Attic, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed f5j 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 26th Day of July,2006. 5 5 Name OTY Rate Ratine Circuit Type 5 5 Alarm and Emergency Equipment 5 fj Sensor 2 0 Carbon Monoxide S 5 Generator Permanent Installati 1 0 15 KW 5 5 rj Transfer Switch 1 0 200 amp rj Appliances and Accessories 5 Exhaust Fan 5 0 F.H.P. 5 5 Pump Motor 1 0 1 H.P. 5 Air Conditioner 4 0 30 Amps 5 5 Air Handler 4 0 5 Dish Washer 1 0 1.2 KW 5 Disposal 1 0 1 H.P. 5 5 Oven 2 0 40 Amps 5 Furnace 1 0 Oil 5 5 Panels r5+ 5 1 200 11 5 Wiring and Devices 5 Receptacle 91 0 General Purpose seal 5 Switch 110 0 General Purpose 55 Continued on Next Page 1 of 2 e� This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 � rJ'� rJ'� rJ�rJ�cPrJ�rJ�[PrJr�frJ'rJ� r�c.t'r�cPrJ'c.P rJ�tPcPcPr�rJ�rJ�rJ'cPcPcPcPrJ�rJ'rJ�rJcPrJ�cPcPcPrJ�rJ�cPr1'rJ'rJ'�r�r I�rJ� o �D rJ�rJr�iJ'aiJ'cPiJ�rJ�rJ'ar.PcnrJ�r.PrJ'r.J��.nrJ'arrr-P�nr.PiJ'c.ncrrJ�r:1�rJ�rJ'arJ'rJ'r��nrJ'rJ'arJ'acnr.�en�t�r�i1'ar.PrJi:nrJ'ar�rJ�rJ'arJ'arJ'arJ'arJ'aiJ'rJ'iJ'iJ'iJ'iJ'iJ'arJ� o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 55 40 FULTON STREET — NEW YORK, NY 10038 tc5 5 CERTIFIES THAT 5 Upon the application of upon premises owned by C� S5 ZELEK ELECTRIC CARTER SEDNAOUI e5 187A BOSTON POST ROAD PRIVATE RD. 5 S5 OLD LYME, CT 06371-1384, OFF EAST END RD. S FISHERS ISLAND, NY 06390 5 5 Located at PRIVATE RD. OFF EAST END RD. FISHERS ISLAND, NY 06390 5 C�c5 5 Application Number: 2017615 Certificate Number: 2017615 C5 Section: 19 Block: Lot: 113 Building Permit: BDC: ns11 r5 5 Described as a Residential 3000-4000 square ft. occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 55 Basement,First Floor, Second Floor,main house,Attached Garage,Outside,Attic, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed S herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 5 authority having jurisdiction, and found to be in compliance therewith on the 26th Day of July,2006. [' Name OTY Rate Racine Circuit Type 5 5 5 Fixture 89 0 Incandescent 5 Fixture 11 0 Flourescent 5 5 5 Receptacle 38 0 GFCI e5 Paddle Fan 5 0 S 5 Receptacle 1 0 20 amp Laundry 5 5 5 Receptacle 1 0 30 amp Dryer 5 GFCI Circuit Breaker 2 0 20 amp 5Service e 5 I Phase 3 W Service Rating 400 Amperes 5 Service Disconnect: 1 cb 5 Meters: 1 5 5 5 5 5 seal 5 2 of 2 c5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 t7rU3 t n cPtJ� rJrJtJ arJ�rJ�rJ�rJ�tJcPtJ�rJ�rJ�tJ�r��farla�PcPrJ�rJ�iJ 3r nrJ7c.PLr PLPLPLPLPLLr PL P O rl�rJ��JA1rJcPr�rJ�rJ�rJ�cPrJ�rJ�r1rJ�rPrJ�r�r1rJrJ�rJcPcPrJ�rJ�rJ�rlacnr�LpLpLpLLpLPLrPcPLPL Pr0MIEUEPrJMM M M M�PcPrJ�rJirJLd33rJcd3PL3'frL3r� o 5 BY THIS CERTIFICATE OF COMPLIANCE THE S 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 TY STREETBUREAU40 FULTTON F C NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 ZELEK ELECTRIC CARTER SEDNAOUI 5 �j 187A BOSTON POST ROAD PRIVATE RD. 5 OLD LYME, CT 06371-1384, OFF EAST END ROAD. FISHERS ISLAND, NY 06390 5 Located at PRIVATE RD. OFF EAST END ROAD. FISHERS ISLAND, NY 06390 5 Application Number: 2017879 Certificate Number: 2017879 �S SSection: Block: 19 Lot: 1B Building Permit: 8DC: ns11 S 5 Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of S 5 electrical devices and wiring, described below, located in/on the premises at: S 5 First Floor,bath house,Outside, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 Sherein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 26th Day of July,2006. Name $QTY Rate Rating Circuit T 5 5 Miscellaneous 5 5 bath house S SAppliances and Accessories 5 S Dish Washer 1 0 1.2 KW 5 5 Water Heater 1 0 4.5 KW 5 5 tj Panels 5 1 200 12 5 5 5 Wiring and Devices C5 Receptacle 14 0 General Purpose 5 5 Switch 11 0 General Purpose 5 Fixture 14 0 Incandescent 5 Receptacle 3 0 GFCI Paddle Fan 2 0 5 sea/ 5 S I of I 5 c� This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. S 5 o sss�LPLrnsLsss�rs o James F. King, President ��OF SOV jy� Town Hall Jill M. Doherty,Vice-President 53095 Route 25 P.O. Box 1179 Peggy A. Dickerson # Southold,New York 11971-0959 Dave Bergen John Holzapfela Telephone(631)765-1892 �yCOUNTY Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0130C Date July 21, 2006 THIS CERTIFIES that the single-family dwelling, patio, garage, boat house and SLoue revetment At Private Rd. , Nodi, Fishers Island Suffolk County Tax Map # 3-3-7. 1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 11/25/02 pursuant to which Trustees Permit# 5683 Dated 2/5/03 Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for a single-family dwelling, patio, garage, boat house & stone revetment The certificate is issued to GEORGE CARTER SEDNAOUI & owner of the STALEY CAYCE SEDNAOUI aforesaid property. )Xp'" Authorized Signature Town 110,53095 Mslo Road111 Fax(611)765.1323 P.O.Boa 1179 quo Tawhow(631)76d-1$02 Sou"d,New York 1197149" BUILDINO DEPARTME]•1T TOWN OF SOUTHOLD CERTIFICATION Date: iR Al l°R PA?A, .T :t 3 b 3 2 3 - Building Permit No. Ownerz;eao�r7c—�- �EJA)Aov l� (please print) Plumber:LDM V J /JCp (please print) I certify that the solder used in the water supply system contains less than 2/10 of I%lead. 40e�w e;k& (Plumbers Signature) Sworn to before me this 0?0 dayofA&rM —, 2064P Notary Public, , County ROXANNESPAULDING NOTARY PUBLIC,STATE OF NEW YORK No.O1SP6113912 QUA1 II II Il IN SUI 101 K COUNIY MY COMMISSION EXPIRES AUG 9, 7009 08/23/2006 09:51 FAX 631 788 7798 FITFEPS:O'..;E 2002 FIELD.HTWECIPM CST DATE in COMMENTS . FOUNDATION(ar, -` .• •� . a m FOUNDATION(X:.M ` O a rLu�vc -Y nT6Ci.nala3rrE4 V..y_ ... y sTeTP SN'S�GY�R`•,E F94AL AMMONAL cotes . --- a - . E F m gUFFO(,� Albert J. Krupski, President �� C� Town Hall James King,Vice-President ? zy� 53095 Route 25 ; Artie Foster o P.O.Box 1179 CODKen Poliwoda Southold,New York 11971-0959 Peggy A. Dickerson �.fi Telephone(631) 765-1892 Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD GEORGE CARTER SEDNAOUI #S� p 2 STALEY CAYCE SEDNAOUI UJ PRIVATE ROAD, NO#, FISHERS ISLAND SCTM#3-3-7.1 Wetland Permit to construct a single-family dwelling, associated sanitary system, patio, garage, pervious driveway, and truck in+/-500 cy. of clean fill for grading. To renovate the existing boathouse, reconstruct existing stone revetment and to extend revetment+/-65', to remove existing impervious driveway leading to the boathouse, which would reduce the existing coverage from 6.8% to 5.6% and to create a 50' natural buffer zone by planting disturbed areas with native species, all with the condition that hay bales are placed down along the buffer line before construction and maintained throughout construction, and drywells and gutters are installed to contain the roof run-off, all as depicted on the site plan dated September 20, 2002 and last revised January 14, 2003. 3. Board Of Southold Town Trustees SOUTHOLD, NEW YORK r PERMIT NO. . _ �*3.. DATE: ..Feb,....5.,..,_2.0.03 GEORGE CARTER SEDNAOUI & ISSUEDTO .................................... . . ._. . .............................................. : v STA EY �� � YCE.SED 4OUI �- ,�unrt�tttvtt Pursuant to the provisions of Chapter 615 of the Laws of I ;< the State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance en- titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;'.': and in accordance with the Resolution of The Board adopted at a meeting held on .....Dec. 18, 2002 : and in consideration of the sum of =....208...0.0_..... paid by .... .. .. .. ....................._.. . George & Staley Sednaoui Fishers Island N. Y. and subject to the of ... ........ . .. .... . .. . . Terms and Conditions listed on the reverse side hereof, t s of Southold Town Trustees authorizes and permits the following: � 3 SEE ATTACHED ,.. all in accordance with the detailed specifications as presented in the originating application. d / IN WITNESS WHEREOF, The said Board of Trustees hare- a. by causes its Corporate Seal to be affixed, and these presents to " be subscribed by a majority of the said Board as of this data. Trustees ? a�ptp �r� "4 ��� f �' �' Kf•�' Vie%.. e�3 TERMS and CONDITIONS Ilse Permittee George Carter Sednaoui & Staley Cayce Sednanui residing at 125 Rolling Hills Rd. , Skillman, NJ 08558 N. Y, as part of the consideration for the issuance of die Permit does understand and preatrlbe to the fol- lowing: 1. That the said Hoard of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly at Indirectly a a result of any opet- sdon pedormed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete emdusion of the Hoard of Traarta of the Town of Southold 2. That this Permit is valid for a period of 24 mos. which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Hoard at a lata date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that auth- orization was originally obtained 4. That the work involved will be subject to the inspection and apptoval of the Board or its agents, and non-compliance with.the provisions of the originating application, may be cause for revocation of this Permit by resolution of the said Board 5. That there will be no unreasonable interference with navigation as a result of the wosk herein authorized. 6. That there shall be no Interference with the right of the public to pan and repass slang the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or altemdoos in the location of the work herein authorized, or If; in the opinion of the Board of Trustees, the. work dmn cause unreasonable obstruction to free navigation, the odd Permittee will be required, upon due notice, to remove or alter this work or project herein stated without expenses to the Town of Southold 8. That tht said Board will be notified by the Permittee of the completion of the work antic- orized. 9. That the Permittee will obtain all other permits and consents that may be required sup- plemental to this permit which may be subject to revoke upon failure to obtain sante. x.y. s. ri s T asdt tiac v«w.° .+t °i• ",'ria. yw J"""'Y ��� rt« � s.,r.3 syr+....cz a s,ce»".�x ett- aK'.r+..�.m '�"y' '" e•' n 'i�n ,`a`1s it r1' S;3 ° i`a �.h�J a. .�2,'"d '�*" p •T �r 9 C.< R � "�""'� 6 �`t P� �+ T '��f�}k�..�"�e�" •"'"}"� -�v .t�+tr.��. ,, .,r �5 x �'• '�} 2+�}�,,�p�"t )._, y,d F l +� iCN >�"�" � -�<-.. ��Eb"i" `s=t+. ,`_ � - ^•`' yc xs'•£r*a3eee'� '^ST i-'y`^'h` ,�� y � `AF` � ��� as `w -wxc•'� .' w3. '�.4�� $ �� -.t �"�„d"Y's 1,. �r� � "" `� •yam '*'1e�4 *� * x. ,wt may,. _Y3:. • S _A t �F �w^ X '3 ti :w k 4^eL e..� •X.'"-r." 'e+tr9'+t�'"'%-RF'�f^rYlb�3.'n...'+'TE"�nq� v ��a„r.' R 3ji x - ;.. m�t�+�avv.a.x � fi�zr t 1 .e c 6u. r•� -3z x r �' s � r � x V - ...�+-+a'3 ri61v.V ;zeyiu✓ _ ya y w 'f-:.Y��.....,r.•�t � ♦ � - '. .•s .cru.a_ ..,_,.�. .�.�s,-.c �._ L. :.-;mac,,--+.s,=.•a- _. . . . - ;, ..�... ..ems., „,.: '."„ __'�"""s.••w�r��=: f �,J+cS+.+�9:+n�4-...s r.. 4• TOWN O;SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILL'NG DEPARTMENT Do you have or need the following,before applying TO Vv 11 ,3ALL Board of Health _ SOUTHOLD; NY 11971 3 sets of Building PI ns TEL: 765-1802' Survey PERMIT NO. �OaJo ��^p/� e� Check Septic Form N.Y.S.D.E.C. / Trustees Examined 120 r—� i. Contact: /�� _ / Approved 20_ 4' Mail to: ( rlN zCIW6, nJ/ Disapproved a/c MAY 1 3 LUOt Phone: 631- 798--76YS-- Building Inspector APPLICATION FOR BUILDING PERMIT MAR Date 2 20 03 INSTRUCTIONS a'-Tiisapplication MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for'any purpose what-so-ever until a Certificate of Occupant is issued 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 code, and regulations, and to admit authorized inspectors on premises and in'ouilding :or 1 accessary inspections. (Signature of applican or name, if a corporation) (Mailing address of applicant) CiG J90 State whether applicant is owner, lessee, argent, architect, engineer, general contractor, electrician, plumber or builder n Name of owner of premises 6266 Car kez -C-et4c dy; o.cl Ale-4 e-4 Cia S CC -5 to OJ (as on the tax roll or latest deed If applic corp tion, s' ure of duly authorized officer (Name ant/le of corporate o _icer) Builders License No. / 3— 2 702 J4 T Plumbers License No. S S t/- Electricians License No. y 7 19M Other Trade's License No. 1. Location of land on which rop) oseed work/nwill b done: <�C.�-t CNN 9 0O j House Number Street Hamlet County Tax Map No. 1000 Section 0o3 Block 3 Lot 7. Subdivision Filed Map No. Lot (Marne) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy L.A"b b. Intended use and occupancy I/ P /- 1 17 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 5�0o. (� Fee (to be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor [f If garage, number of cars —2- 6. 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. (1 la- 7. Dimensions of existing structures, if any: Front Y\ 16 Rear yl 1 Q Depth n0, Height y1��� Number of Stories_-n Dimensions of same structure with alterations or additions: Front a'- Rear Depth Height L0, Number of Stories t0 to 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front_ .2 Y4 rS-� Rear (,2`_1 i O/M Outerbridge/Morgan Architecture _ 4 and Space Planning,LLC P.O.Box 427 10 Princeton Avenue Rocky Hill,NJ 08553 Phone: (609)497-3900 Fax: (609)497-3909 August 2,2004 Damon Rallis Building Department 53095 Main Road PO Box 1179 Southhold, NY 11971-0959 RE: Sednaoui Residence Fishers Island, NY-Block 19 Lot 1 B, Permit#30323 Dear Damon, With regard to the Sednaoui Project on Fishers Island that we discussed on the telephone, I confirm the finished grades that we proceeded with per your approval for your records. 1) Finished exterior grade around immediate house: 14'f" 2) Finished first floor elevation: 15-8" 3) Finished grade at top of basement slab: 7'-10" Again,thank you so much for being so responsive on this matter as the contractor and excavator were on site and ready to proceed. Sincerely, A Outa 'dge, B.E.D.PI. Peter S. Morgan,A.I.A. Cc: Carter Sedna i, Skip Broom, O/M File ,� Albert J. Krupaki, President SofFO( O�0 C49 Town Hall James King,Vice-President ,LZ` Gy 63095 Route 26 Artie Foster P.O.Box 1179 Ken Poliwoda o Southold, New York 11971-0959 Peggy A. Dickerson � Telephone(631) 765-1892 Fax(631) 765-1366 BOARD OF TOWN TRUSTEES February 5, 2003 TOWN OF SOUTHOLD Mr. Glenn E. Just J.M.O. Environmental Consulting Services P.O. Box 447 Quogue, NY 11959-0447 RE: GEORGE CARTER SEDNAOUI STALEY CAYCE SEDNAOUI PRIVATE ROAD,NO#, FISHERS ISLAND SCTM#3-3-7.1 Dear Mr. Just: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, December 18, 2002 regarding the above matter: WHEREAS, J.M.O. Environmental Consulting Services on behalf of GEORGE CARTER SEDNAOUI & STALEY CAYCE SEDNAOUI applied to the Southold Town Trustees for a permit under the provisions of Chapter 97 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated November 25, 2002, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council for their findings and recommendations, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on December 18, 2002, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 97 of the Southold Town Code, 2 WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees approve the application of GEORGE CARTER SEDNAOUI & STALEY CAYCE SEDNAOUI to construct a single-family dwelling, associated sanitary system, patio, garage, pervious driveway, and truck in+/-500 cy. of clean fill for grading. To renovate the existing boathouse, reconstruct existing stone revetment and to extend revetment+/-65', to remove existing impervious driveway leading to the boathouse, which would reduce the existing coverage from 6.8%to 5.6% and to create a 50' natural buffer zone by planting disturbed areas with native species, all with the condition that hay bales are placed down along the buffer line before construction and maintained throughout construction, and drywells and gutters are installed to contain the roof run-off, all as depicted on the site plan dated September 20, 2002 and last revised January 14, 2003. BE IT FURTHER RESOLVED that this determination should not be considered a determination made for any other Department or Agency, which may also have an application pending for the same or similar project. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$5.00 per inspection. (See attached schedule.) Fees: None Very truly yours, Albert J. Krupski, Jr. President, Board of Trustees AJK/Ims e gc 1p5 if ini Inc NEW VOnK STATE DEPAniME NT OF ENVIRONMENTAL CdNSERVATION APPLICATION FOA PERMIT TRANSFER Illegal" (In Accordance with Uniform Procedures, Part 621.79) Phan mad ALL Instructions On Deck before Completing this Soolleatlon.Please TYPE or PRINT Clearly In Ink PART 1—TRANSFEREE(NEW OWNEFIMPERATORILESSEQ COMPLETES 1. LIST PERMIT HUM11i AND THEIR EF=ECTIVE AND E%PIPAtION DATES, 1-4738-01731/00005; Effective Dates February 21, 2002; Expiration Date: February 28,2006 2. NAME OF YTIANSPEREE 11 other then an individual,Provide Taapaver 10 George Carter Sednaeui and Staley Cayce Sednaoui Number STREET TELEPHONE NUMBER III &4=we - P.O. Pox 213 1609 1683-7840 -201 clTr b8 5 BurE zlP coos Princeton NJ 08542 1 TMNSPIR IS ARAN: Is owner Qoperata ❑Lessee a. NAME OF FACILITYIPROJECT Thatcher Pro ert - STREET — private road off East End Road CITYBTATE 21P CODE Fishers Island NY 06390 COUNTY TOwN Suffolk Southold 3. HAS WORK BEGUN ON THE PROJECT? ❑Yes IN No It no,0,00oled starting date: Apn,Oafmate completion date. .. _ If there will ber any modifications to the current Operation,the nartslnree mutt atfach A Sfalamenl specifying the details S. CERTIrICAT10N: This Certllles IMI the hnnslAre§la toe current Ownerlopereloffleenes of the named facilityhes s copy of file permit.undemfandn And will cmeply with MI eondltlo6% In the referenced permit. Facility oomallonsfp,ejecr ncom/dHeherpeslemisslone will remain the some. Further, I hereby affirm Ibsi finds,penalty of perillry That Information provided On this form and all ottachments Submitted herewith Is flue t0 the beat of my knowledpa and belief.False statements maddee herein are punishable no A Clnss A mledemaanor pumuant to Section 2m.AS of the Panel Law sgearorc sena line DateMarch . ,2002 PART 2—TRANSFEROR(FORMER OWNEMOPERATOR)LESSEEI COMPLETES: 1. NAME OF TRANSFEROR It tither Man an Indlwdual,provide TevpgN 10 Richard E. Thatcher and M. L1ewellyn. Thatcher Number STREET •�^ TELEPHONE NUMBER 249 Southdown Road 1631 1692-4712 CITY STATE zIP CODE Huntington NY 11743 2. NAME OF FACILITYIPROJECT,IF DIFFERENT FROM NAME IN PAP?/: 3. CEnTIrICATION: This Certifies that the facility reteronced in Part t M IM,form*"I bahvas tronsla n d t0 the party Identified as Ins new Imeelar s IownerleDeratodlcesee nMarch ZOPW low) Signature and T .aa �G oeleMar.ch , 2002 1 PART d—PERMIT TRAM FFR VALIDATION SECTION—DEPARTM 1 OF ENVIRONMENTAL CONSERVATION COMPLETES: U Transfer of permit spmeved frontier**subject to conditions of permit,w11h0uf exceDllon. �Ansfal of permit approved, with Iha following modlllcallong: ❑See attached revised permit psge(s)_--... ❑New application reOVlrad.Msaae C Isis nClosed Permit epolieelten and return It to the undersigned Regional Permit AdminNfrMer.Olvlston of Regulatory Senices.N the a Vista 1 a of the Department(sae mop On reverse). '--`1--- signature bels __T- ep one 7ITm n rs or _"'_".. ' New York State Department of Environmental Conservation Building of En itonmentalSUNY, Ston Brook, Building 40 - SUNV, Stony Brook, New York 11790-2358 Telephone 1831) 444-0385 Facsimile (831) 444-0380 grin M. Crotty commlealontlr February 21, 2002 Richard and M. Llewellyn Thatcher 249 Southdown Road Huntington, NY 11743 RE: 1-4738-01731/00005 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit. Please read all conditions carefully. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather. Sincerely, Carol A. Farkas Environmental.Analyst CAF/Is Enclosure NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738.01731/00005 February 21, 2002 FACILITY/PROGRAM MUMBER(S) PERMIT EXPIRATION DATES) Under the Environmental _ Conservation Law February 28, 2006 TYPE OF PERMIT ■ New ❑ Renewal ❑ Modification ❑ Permit to Construct ❑ Permit to operate I ❑ Article 15, Title 5: Protection ❑ 6NYCRR 600: Water Duality ❑ Article 27, Title 7; 6NYCRR of Waters Certification 360: Solid Waste Management ❑ Article 15, Title 151 Watar ❑ Article 17, Titles 7, 81 SPDES EI Article 27, Title 9; 6NYCRR Supply 373: Hazardous Waste Management 11 Article 19: Air Pollution ❑ Article 15, Title 15: Water control ❑ Article 34: Coastal Erosion Transport Management ❑ Article 23, Title 27: Mined ❑ Article 15, Title 15: Long Lend Reclamation ❑ Article 36: Floodplsin Island Wells Management ❑ Article 24: Freshwater Wetlands ❑ Article 15, Title 27: Wild, ❑ . Articles 1, 3, 17, 19, 27, 37; Scenic and Recreational Rivers ■ Article 25: Tidal Wetlands 6NYCRR 380- limitation Control F UED TO TELEPHONE MUTTER M. LlewellynThatcher PERMITTEE own Road Huntl ton MY 11743 SON FOR PERMITTED (KIRK TELEPHONE HU115ER ing, P.O. Box 447 Quogue MY 11959-0447 (631) 653-0607 NAME AND ADDRESS OF PROJECT/FACILITY Thatcher property, East End Road Fishers Is., NY 06390 LOCATION OF PROJECT/FACILITY SCIN 01000-003-3-7.1 COUNTY TOWN WATERCOURSE MYTH COORDINATES Suffolk Southold DESCRIPTION OF AUTHORIZED ACTIVITY: Construct a single family dwelling,sanitary system and gravel driveway. The proposed project Is greater than 100'from Slate regulated Freshwater Wetlands and Is beyond jurisdiction for Article 24. All work must be done In accordance with the attached plans stamped NYSDEC approved. By acceptance of this permit, the permittee agrees that the permit is centingerit upon strict compliance ulth the ECL, all applicable regulations, the General Conditions specified (see page 2 ti 3) and any Special Conditfons included as part of this permit. EGeorge ADMINISTRATOR- TE DMINISTRATOR: ADDRESS W. Mamsarth (CAF) Bl g40 SUNY St Brook NY 11790-2356 IZEDISIGNNAATTUURE DATE Page I February 21 2002 NEW YORK STATE DEPARTMENt OF ENVIRONMENTAL CONSERVATION NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to indemnification The permittee expressly agrees to Indemnify and hold harmless the Department of Environmental Conservation of the State of New York, Its representatives,employees,agents, and assigns for all claims, suits, actions,damages, and costs of every name and description, arising out of or resulting from the permittee's undertaking of activities or operation and maintenance of the facility or facilities authorized by the permit in compliance or non-compliance with the terms and conditions of the permit. Item B: Permiltee's Contractors to Comply with Permit The permittee Is responsible for Informing Its Independent contractors, employees, agents and assigns of their responsibility to comply with this permit, Including all special conditions while acting as the permlltee's agent With respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits,approvals,lands,easements and rights-of-way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or Interfere with the riparian rights of others In order to perform the permitted work nor does It authorize the Impairment of any rights, title, or Interest In real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site or facility,Including relevant records,is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL.Such representative may order the work suspended pursuant to ECL 71-0301 and SAIDA 401(3). The permittee shall provide a person to accompany the Department's representative during an Inspection to the permit area when requested by the Department. A copy of this permit, Including all referenced maps, drawings and special conditions, must be available for Inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative Is a violation of this permit. General Condition 2: Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, Issuance of this permit does not modify,supersede or rescind any order or determination previously Issued by the Department or any of the terms, conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for renewal,modification or transfer of this permit. Such application must Include any forms or supplemental Information the Department requires. Any renewal, modification or transfer granted by the Department must be In writing. The permittee must submit a renewal application at least: a) ISO days before expiration of permits for State Pollutant Discharge Elimination System (SPDES), I lazardous Waste Management Facilities(HWMF), major Air Pollution Control(APC)and Solid Waste Management Facilities(SWMF); and b) 30 days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator, Region 1, SUNY Bldg#40, Stony Brook, NY 11790-2358 General Condition 4: Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a) the scope of the permitted activity is exceeded or a violation of any condition of the permit or provisions of the ECL and pertinent regulations Is found; b) the permit was obtained by misrepresentation or failure to disclose relevant facts; c) new material Information is discovered; or d) environmental conditions, relevant technology, or applicable law or regulation have materially changed since the permit was Issued. DEC PERMIT NVMDEn PAGE 2 OF 4 1-4738-01731/00005 NF_W YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15 (TITLE 5), 24, 25, 34 AND 6NYCRR PART 608 ( TIDAL WETLANDS) 1. If future operations by the State of New York require an alteration In the position of the structure c•r work herein authorized, or If, In the opinion of the Department of Environmental Conservation It shall cause Imreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or Welfare of the people of the Slate,or cause loss or destruction of the natural resources of the State,the owfler may be ordered by the Department to remove or alter the structural work,obstructions,or hazards caused thereby without expense to the Stale, and If, upon the expiration or revocation of this permit, the structure, 811, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the Slate,and to such extent and In such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or 811 and restore tc Its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 2. The State of New York shall In no case be liable far any damage or Injury to the structure o• work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or Improvement of navigation,or for other purposes,and no claim or right to compensation shall accrue from any such damage. 3. Granting of this permit does not relieve the applicant of the responsibility of obtaining any other permission, consent or approval from the U.S.Army Corps of Engineers, U.S.Coast Guard, New York State Office of General Services or local government which may be required. 4. All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 5. Any material dredged in the conduct of the work herein permitted shall be removed evenly,without leaving large refuse piles, ridges across the bed of a waterway or floodplain or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 6. There shall be no unreasonable interference with navigation by the work herein authorized. 7. If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore the site to Its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 8. If granted under 6NYCRR Part 608,the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301, 302, 303,306 and 307 of the Clean Water Act of 1977(PL 95-217)provided that all of the conditions listed herein are mel. 9. At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and under stand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work and, if required, a survey. 10. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved plans were prepared by: Chandler. Palmer&King 10/12/01 DEC PERMIT NUMBER PAGE 3 OF 4 1-4738-01731/00005 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS I . debris or excess material from construction of this project shall be completely removed from the adjacent area ) and removed to an approved upland area for disposal. No debris Is permitted In tidal wetlands and or ed buffer areas. re shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted storage of construction equipment and materials shall be confined to within the project work site and or upland reater than 100 linear feet from the tidal wetland boundary. e shall be no discharge of runoff or other effluent on, in or down the bluff face or onto the beach. rotect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 70 linear feet landward of the tidal wetland boundary. 6. A row of staked hay bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 70 linear feet from the tidal wetland boundary, or as per NYSDEC approved plan, of commencement of regulated activities and remain in place until project Is completed and all disturbed areas stabilized with vegetation. 7. Necessary erosion control measures Le., haybales, silt fencing, etc. are to be placed on Ilse downslope edge of any disturbed area. This sediment barrier is to be put In place before any disturbance of the ground occurs and Is to be maintained In good condition until thick vegetative cover is established. DEC PERMIT NUMBER 1-4738-01731/00005 PAGE 4 OF 4 9sx.,Caen—ee . New York State Department of Environmental Conservation - Aft W NOTICE 1-ft The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please refer to the permit number shown when contacting the DEC. Regional Permit Administrator Permit Number /�/�� c T^Y �, ==nn E % �CCC�J _ �.-Siri4� Expiration Date NOTE. This notice is NOT a permit I -+e Esc �••: G� ..:: ::• n-w+ +•_u a-4e n-e n-r n-+e • +s_r� n-a 19-r 1 - ea+ea+ " ra" +r-2 +h7 — n-s #ESH SH +r-r -F B 19-3 e + TDUTLET / N t e n E c' - - - - - - - --— - - - - - - - - ,Arrrt0vr•.n A9 rr.R —3• AND Co NDrT1ON' DP — — . LOCATION MAP rcniuT No. SCALE: 111 = 4001 DATT3.--- - NOTES 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND TETE PURPOSED AGREED TO BETWEEN THE CLIENT AND TETE SURVEYOR EXCEEDS TI4E SCOPE OF THE ENGAGEMENT. 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR AN t' PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSE-) LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. I ENDCAP TYPE 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S LEVELING DEVICES SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND :. GEODETIC SURVEY TRIANGULATION STATION "CHOCOMOUNT 2" 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK. TAX MAP 1000, SECTION 003, BLOCK 3, LOT 7.1 749 SOUmnOWl1 ROAD HUNIINGTON, I,IFW YORK, 11743 (631) 788-7437 9.) SITE IS TO SERVICED B•1 MUNICIPAL WATER AND 014 SITE SEWAGE DISPOSAL SYSTEM. 10.) BASE FOR LEVELS: NGVD 1929. f , a LEGEND END. ; e" DIA. KNOCKOUTS 1' ' FND. FOUND F.F. FIRST FLOOR' ELEV. ELEVATION { N/F NOW OR FOR ERLY S.F. SQUARE FEE p — — 20 — — EXISTING CO { OURS CO 20 PROPOSED NTOURS t MIN. MINIMUM } —�— BUILDING SE TACK LINE TEST HOLE j 13.0 INVERT. ELEW hON I . L.S. — „be`-- -- SITE PLAN I PREPARED FOR 1 J RICHARD B, THATCHIR M . LLEWELLYN THATCHER ?0 0 40 mi BLOCK 19 -- LOT 18 1PHIC SCALE IN FEET FISHERS ISLAND, NEW YORK ', r aeu '#2001240 �A CME, __ 110 Bmndway,1406fleh,Cr 06360 CHANDLER, f AI MER AI KIND R.H.S. A Mdsion of CNC A,,ockdes. Inc. 860-889-3397 lidk 860-996-7801 Offices obo in Woodstock, Cl www.cmeenjoeedn. --- and Southhrid0•. m% 2001240_THATCHER.DWG Archi4.ecttu'e, 112nBineexinB+ EnArOnment8l Scied0c & Surveyin_ .,r MAY 4, 2001 PROPOSED 4 BEDROOM RESIDENCE 1" = 40' TOWN OF SOUTH_ OLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT FORMER OWNERCR. N E A I S W TYPE OF BUILDING rr,SI(, RES. SEAS. VL. FARM COMM. CB. MISC. Mkt. Value ?Ltz�oa P LAND IMP. TOTAL DATE REMARKS cc a el) / a _ Lf ., _F reSa�iP,est fa 7tc fc�rzP r3do CXX` 517-0 Ij S93 yet jC•"' G4a)neka� I1 COCAIL G1400 ( 1 '7 ^"G(a 76,r cKo I DING C DI�I NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 Tillable 2 tillable 3 Mood l a nd -� swampland FRONTAGE ON WATER 3rushland FRONTAGE ON ROAD louse Plot DEPTH BULKHEAD — — awl -otal DOCK a R R Milk 3 -3-7.1 boathouse 2/01 M. Bldg. J Foundation Both Dinette Extension c�p� 2aa gBasement Floors K. Extension Ext. Walls , Interior Finish LR. Extension Fire Place Heat DR. Type Roof _; Rooms 1st Floor BR. Porch Recreation Room Rooms 2nd Floor FIN. B. Porch Dormer Breezeway Driveway GsI �' i Y 0 3 3 10 72 Pvkfa o a 1 rL O D L7 too°to T5Z — Total 0Q, � Na a ceras c9oIII`� 1 °.',�) j / 0 Fal 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 WORK AUTHORIZED) PERMIT NO. 29426 Z a3 Date MAY 27 , 2003 Permission is hereby granted to : GEORGE CARTER SEDNAOUI BOX 213 PRINCETON,NJ 08542 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH AN ACCESSORY BATH HOUSE PER TRUSTEES/DEC. TWO COS REQUIRED SIMULTANIOUSLY. at premises located at PVT RD OFF E END RD FISHERS ISLAND County Tax Map No. 473889 Section 003 Block 0003 Lot No. 007 . 001 pursuant to application dated MAY 13 , 2003 and approved by the Building Inspector to expire on NOVEMBER 27, 2004 . Fee $ 2 , 243 .40 i Auth ed Signature ORIGINAL Rev. 5/8/02 o � SUFFOLK C"'; s «. �. / ' + Gp a < e 0a _ a 2_2008 :sacs MAY � . . . .. , �zLQG�-- ca 16 - - d . \ j m( En =zn (gyp sr .r..found to (Jlko al, be / eOP App F Y ❑ € 9 LOCATION MAP SCALE 1"=400' U CHOCOMOUNT COVE - MAR REFERENCES OFEtD lx[ 98.WTIL YgYW MMALE UIE 1.) SURVEY MAP PROPERTY TO BE CONVEYED TO M. LLEWELLYN 6 FYI WMR NWIM WWA Me .._- MATCHER AND RICHARD THATCHER; BLOCK 19 LOT-113; FISHERS \°� 18811 Q>QIIxRp'tNiFB4%9gMF MILANO. NEW YORK; DATE: JANUARY 3. 1997; SCALE; 1-=40'; IALµ11pIYp CHANDLER• RAWER h KING; NORWICH, CONNECTICUT. WK a BFA MATCHER hED LOT LINE M. LLEWELLYN AMATCHER BLOCK 191CH LOPERTY OF RROT /1A, 11B �/ \\ ♦ k PORTION p2; FISHERS ISLAND. NEW YORK; DATE: SEPTEMBER 6, 1999: SCALE: i'=100'; CHANDLER. PALMER 4 KING; NORWICH, CONNECTICUT 5 0 2 —DDI tAA NOTE$ N 4yl WNN 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE W tE N)IM INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE U PURPOSED AGREED TO BETWEEN ME CLIENT AND THE SURVEYOR Y' JOSEPH EXCEEDS THE SCOPE OF TIE ENGAGEMENT. PAaLMU)9 ,��. \ 2.) R Ll IS A VIOLATION OF ME STATE EDUCATION LAW FOR ANY o LOT f \\ PERSON, UNLESS ACTING UNDER ME DIRECTION OF A LICENSED m Y �` 4� �� LARD SURVEYOR, TO ALTER AN REM IN ANY WAY. K Z O 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND a - N/F SURVEYOR'S SIGNAMRE AND AN ORIGINAL EMBOSSED OR INK SEAL O ab 1 o P- RVIARD B. ARE ME PRODUCT OF THE LAND SURVEYOR. a O1 U THATCHER R M. LLEWELLYN 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND HATCHER GEODETIC SURVEY TRIANGULATION STATION 'CHOCOMOUNT 2' a O VI (BLOCK f/9 do LOT fiC) FOR 6!f DRlWELI_S DRAINS +41' M�S1TE IS IN ME 000, SECTONTDOJNOF, BL sauCK 3nwLor COUNTY OF SUFFOLK TAX In Z 1xe ,wa 6.) TOTAL AREA = 1.863 ACRES. W LI- MY;0J<¢f18HeMLf11 ' we, T.) SITE IS LOCATED IN R-120 ZONE. eLWAY 60MIp11Y Af BEIAElBD A R p.ABA911,R 8.) OWNER: GEORGE CARTER SEONAOUI W 6/>MZWa b. STACEY CAYCE SEONIX)UI U' LY 9.) STEE IS TO SERVICED BY MUNICIPAL WATER AND ON SITE W b SEWAGE DISPOSAL SY51EM. � 3 10.) ANY DISTURBED AREAS WIMN THE 50' NATURAL BUFFER ZONE TO BE REPLANTED WITH NATIVE SPECIES. MINIMUM 2-3 GALLON POT pCA c 1 PENSYLVANICA), GROUNDSEL(BAGCIWRIS HAIMFOLM), MNTERBNTAINERS. FOUR FEET ON CIENTER, INCLUDING ERRY (ILEX VERRGLLATA) ANO/OR CHOKESERRY(ARONA MELANCARPA) ,A WAYJ IKerct, n 11.) LOT COVERAGE OF IMPEIMOUS STRUCTURES: EXISTING 6.BX �� aw PROPOSED 5.6% O , TI•'RSimMER O N 4_� �V n lEfd9 ♦ ® r Pt1'R N W/ N/F NOW OR FORMERLY u M B nw' M lJ V„ oo SF bDUIRE FF£F a 6' ORYWELL M —E— 81%U)NG 6EIBACN DIVE -- �\ \ FOR ROOF GRAN �\ i \\ ,av �M• SEPTIC y \ TANK t 4j « . by DRYWEL , '•n _ _ < FOR RttOF GRAIN 20 140N h8 Z I AIIN �0 W � lz d Bo' I �F �o, 9� O .>� v es 1 2 DATE: 04/15/06 OYW RLMLRD 1M1E I. ` SCALE: 1"=60• OUALrrY CONTROL CERWICATIJN LEACHING POOLS O '0A13-010 ^^�"•^�' '\ T ; ' uP�� SHEET ASBUILT MEASUREMENTS SCALE 14-20' � - 1 OF 1 FILE 3 Project Manual Sednaoui Residence Fishers Island, NY 4 FOR PERMIT RESUBMISSION 08 June 2004 Outerbridge/ Morgan Architecture and Space Planning, LLC 10 Princeton Avenue Rocky Hill, NJ 08553 (609) 497-3900 Project Manual Page 1 of 25 10000 - INSTRUCTIONS TO BIDDERS 1. Qualification of Contractor: Each bidder is requested to attach to the proposal: A list of two major material suppliers with whom an account is maintained. Two references of previous jobs completed with names, addresses Name and phone number of contact at bank. 2. By submitting a bid, contractor is certifying that their organization has never failed to complete work awarded to it, that there are no judgments, claims, arbitration proceedings outstanding, (or explain them briefly if they exist), and that the contractor has not filed suit or requested arbitration in the last two years ( if so explain status). Contractor shall submit a schedule of values, as outlined in the General Conditions upon acceptance of the proposal. 3. Examination of Contract Documents and Premises: A. Bidders are required to examine the visible or accessible locations of all proposed work at the premises and infer any additional details, and judge for themselves all of the circumstances affecting the cost of the work and the time required for it's completion. Failure to take this precaution will not relieve the contractor of any obligation to complete the work without additional compensation. B. During construction, contractor shall verify all existing conditions as represented on the Drawings and shall notify Architect immediately of any discrepancy found including existing conditions, known laws, and codes, and shall bear all costs arising from rectifying work knowingly performed contrary to law or best accepted trade practice. Contractor shall not make any changes without approval of the Architect. 4. The bid should include sales tax on all materials and labor as required by the State. In addition, all permit fees, use tax, and other fees shall be included in the contract. All rental charges, safety, protection and maintenance of rented equipment shall be contractor's responsibility. 5. The bid shall include all shipping costs of materials to the jobsite. 10005 - GENERAL CONDITIONS 1. Contractor shall obey all laws, ordinances, and codes, obtain all permits, inspections certificate of occupancy, and shall provide copies of all warranties, guarantees and instructions for operation and maintenance for all equipment and materials installed. 2. Specifications: These specifications are abbreviated in nature and it shall be understood that it is the intent of these specifications and Drawings that a complete, and finished house, with all utilities, fixtures and connections complete and in normal operating condition at completion of the project. Damaged materials occurring during the construction shall be repaired or replaced at no additional cost to the Owner. The following general requirements apply to all materials: A. Deliver and handle products in accordance with manufacturer's recommendations and by methods and means which will prevent damage, deterioration, and loss, including theft. Control delivery schedules to minimize long term storage of products at site and overcrowding of construction spaces. Project Manual Page 2 of 25 B. Apply suitable protective covering on newly installed work where reasonably required to ensure freedom from damage or deterioration at time of substantial completion; otherwise, clean and perform maintenance on newly installed work as frequently as necessarily through remainder of construction period. C. Adjust and lubricate operable components to ensure operability without damaging effects. 3. Substitutions: For the entire duration of this project there shall be no substitutions except as approved by Architect. If the bidder has an equivalent item or any other suggestions regarding the design, and wishes to submit a proposal to substitute for a specified item, he should first contact the Architect. Do not contact the Owner with these suggestions. Bidders shall submit a memo explaining the reason for the substitution, with specification data on the original and the substitute indicating the equality of the substitution. Burden of proof is the Bidder's responsibility, but final decision will be made by the Owner with the Architect's recommendation. All requests for substitution must be made not less than 10 calendar days prior to bid due date. Upon approval, the substitution shall be distributed to other bidders and contractors as necessary. After contract is awarded - all substitutions shall be approved by Architect. For the purposes of bidding assume the work as specified. Changes may be made during contract negotiations. 4. Contract Documents: The conditions of the contract include these conditions, the drawings, specifications, and Owner/Contractor Agreement A.I.A. Form A 107 1997 ed. and General Conditions for Contract for Construction Form A.I.A. 201 1997 ed.. Contractors should review the conditions contained therein as they are part of the project documents upon which the base bid shall be based. 5. Compliance with all laws and regulations: In the execution of the contract, the contractor shall keep himself fully informed of and shall comply with all Federal, State and Local ordinance requirements of Bureaus, public utilities, as such may apply. 6. Time of Completion: The work on the site shall commence approximately May 2003 and shall be completed by May 2004. 7. Insurance: Contractor shall maintain and provide certificates for adequate "Builders Risk" insurance (for general contractor as well as any sub-contractors not covered under General Contractor's policy) for protection of all work and property of Owner from injury or loss except for hazards covered by Owner's "hazard, fire insurance". The Owner shall be listed on the certificates as additional insured. This general liability policy shall have the following limits: Combined Single Limit for Personal Injury and Property Damage$1,000,000/ $2,000,000. "Excess Lines"or"Umbrella" policy for $1,000,000. Automobile/Truck insurance for $100,000/$300,000. Workman's Compensation or"Employee Liability" $100,000 / 500,000.00 or required by state statute. 8. Contractor shall submit certificates of insurance to Owner and Architect prior to starting work listing the Owner as an insured for this project. Failure to do so will be considered breach of contract. Project Manual Page 3 of 25 9. Contractor shall coordinate all scheduling of sub-contractors and allow for full cooperation of the trades. 10. Winter protection, heat, and snow removal shall be the contractor's responsibility from start of work on site until Substantial Completion. 11. Where the term "or approved equal" is used, it shall mean that the approval of substituted materials must be obtained from the Architect prior to use. 12. In general, all materials shall be of highest quality, premium grade or manufacturer's best quality. 13. All work shall comply with the 2002 International Building Code (IBC Code). 10008 - OWNER SUPPLIED ITEMS 1. The Owner will purchase the following items and have them shipped to the jobsite. Unless otherwise indicated, the Contractor shall receive items, assist in unloading, store, unpack and install all materials delivered to the project site. Contractor shall inventory items as delivered and determine any items missing or damaged and notify the Owner and Architect immediately. Items delivered to the jobsite shall be protected by the Contractor against damage, theft or vandalism until installed in the project and accepted by the Owner at substantial completion. Any damaged, vandalized or stolen materials shall be replaced at the Contractor's expense. A. Foundation System: Contractor is to familiarize himself with the Superior Wall Foundation System and excavate and prepare grade for installation of same. Superior Walls as agent to the Owner has been contracted to supply, deliver and install the Superior Wall Systems per the contract documents. It is the Contractor's responsibility to set all final grades in accordance with documents. B. Exterior Doors and Windows: All windows and doors will be delivered to the site after six weeks notice is given to the Owner by the Contractor. The Owner will supply all exterior windows, doors and locksets for same. The Contractor will be given all window and door specifications, ratings and certification from the Owners agent Tower Windows contact, John Armstrong (telephone: 800- 490-1011 ext 105), inclusive of a schedule for rough opening sizes for framing and install in accordance. 1. All exterior trims shall be supplied, installed and painted to match pre finished exterior window/door color by Contractor. 2. All interior trims shall be supplied, installed and painted by Contractor. 3. Interior trim color to be selected by Owner or Architect at time of construction. C. Kitchen Cabinets and Laundry/Bar/Mudroom Cabinets: Owner's agent, Spyglass Design, will supply and install all kitchen cabinets in accordance with drawings and specifications prepared by same. D. The Contractor is to prepare the kitchen in accordance with the drawings and is responsible for all other aspects of finishing the kitchen including, but not limited to: 1. Granite Tops (Owner to select) 2. Installation of all appliances 3. Electrical Project Manual Page 4 of 25 4. Plumbing 5. Tiling 6. Painting 7. Trim work outside those specifically provided by Spyglass Design E. Appliances: All appliances will be supplied only by Owner. Installation of same shall be by Contractor in accordance with manufacturers specifications. F. Plumbing Fixtures: All plumbing fixtures and fittings will be Owner supplied inclusive of following. Contractor to install in accordance with manufacturers specifications 1. Tubs 2. Toilets 3. Sinks 4. Faucets 5. Towel bars and accessories G. Tile: All the will be supplied by Owner to site. Contractor to install per Architect's instruction at time of installation per industry standards. H. Wood Flooring and Beams: All wood flooring and beams will be supplied to site by Owner. Contractor shall install and finish per Architect's instructions at time of installation per industry standards. Wood shall be properly stacked in climatized space for a minimum of two (2) weeks prior to installation. Contractor shall provide final finish sample for client approval prior to finishing floors. I. Electrical Lighting Fixtures: All recessed and surface mounted fixtures will be supplied by Owner. Contractor shall install in accordance with manufacturers specifications. 10010 - SUBMITTALS 2. Among others specified, the contractor shall submit for approval the following: m. C$4117 B. Overhead garage doors, track and operators. C. All door hardware. D. All windows. E. Glass Shower enclosures. F. HVAC Drawings and product literature G. Electrical items H. Plumbing fixtures. 1. Any other unusual items or anything that the contractor is not sure of. J. All substitutions to materials specified herein or on the Drawings. 3. Submittals and Approvals: Where any products, materials or colors etc. have not been specified, contractor is required to obtain Owner approvals. As a general principle, any changes to the construction contract will be approved by the Architect and Owner prior to execution. Any changes will be confirmed in writing including cost of the change and the time required for it's completion. Contractor must submit samples, catalog cuts, and seek Architect and Owner approval for all finishes. Contractor shall verify in the field all dimensions given and verify the existing Project Manual Page 5 of 25 conditions as represented on Drawings. If any discrepancy is found notify Architect immediately. Contractor shall not make any changes without approval. 4. Mockups: Provide the following mockups and obtain Architect's approval prior to installing work on building. Maintain mockups until Architect orders them demolished. Completely remove mockups from site and dispose of by legal means A. Typical eave detail, minimum 24" long. B. Typical base detail at water table trim. C. Stone masonry chimney minimum 2'-0" x T-0". 10015 - SCOPE OF WORK 1. The work shall be included in a single contract for all site work, mechanical, building, electrical, plumbing, telephone, cable, and all other work necessary for construction except as noted. A. Part of this contract requires submittals of catalog cuts, samples, or shop drawings. B. Prior to commencing construction submit a schedule to Architect for the progress of the work, all payments, and schedule of all submittals required. (Anticipated dates of submission.) C. Approval of Shop drawings shall not relieve contractor of any contract requirements, even if such items are not shown on the shop drawings. All revisions to shop drawings after first submission must be so identified on subsequent submissions. D. Temporary facilities for protection of tools and equipment shall conform to local regulations and shall be the contractor's responsibility. Appropriate barriers shall be erected to protect pedestrians and workers per OSHA and any other jurisdictions. E. Drawings are not to be scaled. Contractor shall verify all dimensions, elevation, existing field conditions and that all specified materials are currently available and he shall notify the Architect of any discrepancies between the drawings and actual conditions before beginning construction. F. All materials shall be installed per manufacturer's specifications. G. Contractor shall be responsible to contact the Architect for any clarification of drawings or information needed, two (2) weeks prior to construction or ordering materials of same. H. Based on experience, Contractor shall visually verify soil bearing capacity per structural design load requirements. If concerned, contact Architect who will request soil certification from engineer at Owner's expense. I. All notes are typical unless otherwise noted. (U.O.N.) J. Notes and details shown in any section apply to all similar sections, U.O.N. 2. STRUCTURAL DESIGN LOADS: Soil Bearing Capacity: 3.000 PSF Floor: 40 PSF (L.L.) 10 PSF (D.L.) 50 PSF (Total Load) Ceiling: 20 PSF (L.L.) 10 PSF (D.L.) 3030 PSF (Total Load) Roof: 30 PSF (L.L.) 10 PSF (D.L.) 40 PSF (Total Load) Deck/Terrace: 40 PSF (L.L.) 20 PSF (D.L.) 60 PSF (Total Load) Balconies: 60 PSF (L.L.) 20 PSF (D.L.) 80 PSF (Total Load) Project Manual Page 6 of 25 3. Demolition and Clean Up: The site shall be maintained in a reasonably neat and broom clean condition. Remove trash each day. Prior to Owner's acceptance, the building shall be cleaned of all labels, stains, fingerprints, dirt and protective coverings. The general contractor shall be responsible for the performance and the compliance of all subcontractors working under his subcontracts including the cleanup. 4. Close Out: The contractor shall provide the manufacturer's guarantees, all equipment literature and instructions, recommended maintenance procedures, owner's manuals and other manufacturer-issued literature to the Owner. At the completion of the Job, before final payment, Contractor shall provide the Owner with a document stipulating a one year guarantee of all labor and material by the Contractor and all subcontractors and suppliers, and that Contractor has conformed with the Contract Documents, all building codes, and all manufacturer's printed instructions. Where specific products carry a longer guarantee, these are to be turned over to the Owner. Instruct Owner on all require maintenance. 5. Temporary facilities: Contractor to provide and pay for service charges for all temporary utilities, including water, telephone and electricity. Provide portable toilet for construction workers, serviced regularly. Provide all work required to install temporary facilities and utilities. 02000 - SITE WORK 1. Remove all topsoil from area of new house. Spread where directed by Owner or stockpile for later use. 02300 - EARTHWORK 1. Excavation consists of removal of all material encountered to subgrade elevations indicated and subsequent disposal of materials removed. Excavation is unclassified. 2. Backfill and Fill Materials: Satisfactory soil materials free of clay, rock or gravel larger than 2" in any dimension, debris, waste, frozen materials, vegetable and other deleterious matter with less than 15% by weight passing a U.S. Standard No. 200 sieve. 3. When footing excavation has reached required subgrade elevations, notify Local Code Official who will make an inspection of conditions. 4. Slope sides of excavations to comply with local codes and ordinances having jurisdiction and OSHA requirements. Shore and brace where sloping is not possible because of space restrictions or stability of material excavated. 5. Prevent surface water and subsurface or ground water from flowing into excavations and from flooding project site and surrounding area. & Place backfill and fill materials in layers not more than 8" in loose depth for material compacted by heavy compaction equipment, and not more than 4" in loose depth for material compacted by hand operated tampers. 7. Compact top 12" of subgrade and each layer of backfill or fill material to not less than 95% maximum density. 02400 - FOUNDATIONS 1. Excavate for foundations. Do not blast without permission from Township officials; use only qualified experienced firms to do work. Place foundations on undisturbed soil or Project Manual Page 7 of 25 compacted clean sand. Verify that soil bearing capacity is minimum 3,000 psf. Remove all soft soil and replace with compacted clean sand as required. 2. No footings shall be placed in water or on frozen ground. After footings are placed they shall be protected against frost. 3. All footings below frost line must be in accordance to depth required by local code officials. 4. Fill and backfill material shall be free of deleterious organic matter. Backfill for precast concrete foundations shall be gravel as indicated on Drawings. 5. All footing excavations are to be finished by hand. 6. Backfilling of foundation walls shall not occur until first floor framing is complete. 7. Site storm drainage shall be perforated PVC with synthetic drainage fabric per ASTM- C-444. Pitch to lower level to carry water away. All pipe more than 5' from building shall be solid PVC, schedule 40 pipe. Tie all downspouts into perimeter drainage piping with schedule 40 PVC risers to 4" above grade and connected to downspouts. If gravity outlet is not feasible, connect outlet to the side of a sump pit and provide a 2" line from pit to rip rap or storm drain. 02754 - BELGIUM BLOCK CURBS 1. Granite curb blocks shall be white in color. Provide units with edges and faces thermal cut exhibiting no machine-finishing or dressing. 2. Setting Materials: Concrete and mortar shall be as specified herein. 3. Pour foundation for curbs as specified in Division 3, to proper elevation as shown to provide top of curb elevations indicated on the Drawings. Provide smooth vertical and horizontal curves between point elevations noted. 4. Install granite blocks by setting in mortar with 5/8"joints finished with a grapevine joint tool. Provide expansion joints spaced not less than 20'-0" on center, constructed of premolded joint filler and sealant. 5. Sealants shall be as specified in Division 7. 03000 - CONCRETE 1. Provide normal weight concrete consisting of portland cement, aggregate, water reducing or high range water reducing admixture (super plasticizer), air entraining admixture and water to produce the following properties: A. Compressive Strength: 3000 psi, minimum at 28 days. All footings shall be a minimum of 3'-6" below finished grade, bearing on virgin ground with an assumed minimum bearing capacity of 2000 pounds per square foot. B. Slump Range: Not more than 8" for concrete containing high range water reducing admixture (super-plasticizer); 3" for other concrete. C. Air Content: 2% to 4%. 2. Under no circumstances shall calcium chloride be added to the concrete at the plant or on the jobsite. The following admixtures may be added where required or as required by the Contractor: A. Air Entraining Admixture: ASTM C 260, certified by manufacturer to be compatible with other required admixtures. Subject to compliance with requirements, provide one of the following: Project Manual Page 8 of 25 Air-Mix; Euclid Chemical Co. MB-VR or MB-AE; Master Builders. Sika Aer; Sika Chemical Corp. Darex AEA; or Daravair; W.R. Grace. B. Water Reducing Admixture: ASTM C 494, Type A, and containing not more than 0.1% chloride ions. Subject to compliance with requirements, provide one of the following: Eucon WR-75; Euclid Chemical Co. Chemtard; Chem-Masters Corp. Pozzolith Normal; Master Builders. WRDA with Hycol; W.R. Grace. Plastocrete 160; Sika Chemical Corp. C. Water Reducing, Non-Chloride Accelerator Admixture: ASTM C 494, Type E, and containing not more than 0.1% chloride ions. Subject to compliance with requirements, provide one of the following: Accelguard 80; Euclid Chemical Co. Pozzolith High Early; Master Builders. 2. Reinforcing Bars: ASTM A 615, Grade 60, deformed. 3. Welded Wire Fabric: ASTM A 185, welded steel wire fabric. 4. Vapor Barrier: Provide moisture barrier cover over prepared base material where indicated. Use only materials which are resistant to decay, consisting of polyethylene sheet not less than 6 mils thick. 5. Perimeter Insulation: Dow extruded "blue board" polystyrene styrofoam plastic board insulation, rigid, closed cell, with integral high density skin. 6. Use water reducing admixture in all concrete. 7. Use non-chloride accelerating admixture in concrete slabs placed at ambient temperatures below 50°F. 8. Place reinforcement to obtain at least minimum coverages for concrete protection. Arrange, space and securely tie bars and bar supports to hold reinforcement in position during concrete placement operations. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. 9. Protect porous fill under concrete slabs on grade with vapor barrier installed with joints lapped a minimum of 6". 10. Provide ready-mixed concrete as specified above. All concrete shall be designed, mixed and placed in accordance with the latest recommendations of the ACI. 11. Install welded wire fabric in as long lengths as practicable. Lap adjoining pieces at least one full mesh and lace splices with wire. Offset end laps in adjacent widths to prevent continuous laps in either direction. 12. Before placing concrete, inspect and complete formwork installation, reinforcing steel, and items to be embedded or cast in. All forms shall be coated with form release agent prior to placing concrete. 13. Water shall be removed from excavations before the concrete is deposited. 14. Deposit concrete continuously or in layers of such thickness that no concrete will be placed on concrete which has hardened sufficiently to cause the formation of seams or planes of weakness. If a section cannot be placed continuously, provide construction joints. Deposit concrete as nearly as practicable to its final location to avoid segregation. 15. Consolidate placed concrete by mechanical vibrating equipment supplemented by hand spading, rodding or tamping. Use equipment and procedures for consolidation of concrete in accordance with ACI recommended practices. Project Manual Page 9 of 25 16. When air temperature has fallen to or is expected to fall below 40°F, uniformly heat water and aggregates before mixing to obtain.a concrete mixture temperature of not less than 50°F, and not more than 80OF at point of placement. Discontinue concrete work when temperatures are expected to drop below 300F. Protect all concrete for a period of 7 days whenever temperatures are expected to drop below 35°F. Use salt hay and provide supplemental heat as required. 17. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials. 18. Apply steel trowel finish to all monolithic slab surfaces. Consolidate concrete surface by final hand troweling operation, free of trowel marks, uniform in texture and appearance, and with a surface plane tolerance not exceeding 1/8" in 10' when tested with a 10' straightedge. 19. Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Start initial curing as soon as free water has disappeared from concrete surface after placing and finishing. Weather permitting, keep continuously moist for not less than 7 days. 03440 - PRECAST CONCRETE FOUNDATION SYSTEM 1. foundation wall system shall be Superior Walls fabricated by W recast (717) 7 System shall be prefabricated of 5,000 psi fibr oncrete with air entrainment an range water red4Wrs and cure controlled atmosphere. Panels shall ra ro fing. 2. Panels sha a pre- br ted d oo and other openings, and shall accommod plumbi a sh I be fabricated to receive drywall. Panels shall I s wn Drawi 3. System shall be s ' o jobsite, unloaded and erect e anufacturer's trained installers. 4. Joi all be waterproofed with Bostik polyurethane sealant. 5. anels shall be set on compacted gravel as indicated on Drawings. 03500 - EXTERIOR COLUMNS 1. Provide Glass Fiber Reinforced Concrete (GFRC) columns where shown fabricated by a manufacturer specializing in such work and having at least 5 year's experience. 2. Columns shall be set in place and filled with concrete as specified in Section 03000 above. 3. Columns shall have smooth paintable finish, free of pinholes, pockets, sand streaks, and other blemishes. 04000 - UNIT MASONRY 1. Concrete masonry units shall be installed per National Concrete Masonry Assoc. (NCMA) 2. All hollow load bearing concrete masonry units shall be type N-1 normal weight concrete units ASTM C-90 Type 1, Grade N. Provide special shapes as required. 3. Reinforce all concrete masonry units with Dur-o-wall 9 gauge galvanized truss-type wire reinforcing installed every other course where required by code. Assume that it is Project Manual Page 10 of 25 required unless noted. Seek Architect's written approval if it is to be omitted. Architect will inspect cells from above. 4. Masonry Mortar: ASTM C-270 Below grade, Type "M", Above grade Type" W. 2500 psi; approximately 3:3/4:10 Portland Cement, Lime, Sand. Color as selected by Architect. Calcium Chloride shall not be used in mortar. 5. Coordinate location of anchor bolts and work with masonry trade to cast 1/2" diam. X 20" anchor bolts in concrete or masonry for sills per locations required by code. 6. All brick ledges shall be 8" minimum below finish grade. 7. All masonry opening shall have appropriate masonry lintels full block width with 8" minimum bearing each end. B. All stone veneer shall be tied to wall with 16 gauge galvanized metal ties @ 16" O.C. each way. 9. Stone shall be Canadian River Stone 6-8". 10. Cut stone and CMU with motor driven saw designed to cut masonry with clean, sharp, unchipped edges. 11. Perform the following construction procedures while masonry work is progressing. Temperature ranges indicated below apply to air temperatures existing at time of installation. In heating mortar materials, maintain mixing temperature selected within 10°F. A. 40°F to 32°F: heat mixing water to produce mortar temperature between 40°F and 120T. B. 32°F and below: Discontinue masonry construction. C. Do not lay masonry units which are wet or frozen. Remove all masonry determined to be damaged by freezing conditions. 12. Mortar: A. Portland Cement: ASTM C 150, Type I, except Type III may be used for cold weather construction. Provide natural color or white cement as required to produce the required mortar color. B. Hydrated Lime: ASTM C 207, Type S. Do not used lime with air entraining additives. C. Aggregates for Mortar: ASTM C 144, except for joints less than 1/4' (6 mm) use aggregate graded with 100% passing the No. 16 sieve. D. Mortar for Unit Masonry: Comply with ASTM C 270, Proportion Specifications,for types of mortar required, unless otherwise indicated. Air entraining is prohibited. Total air content shall not exceed 8%. Use Type M mortar for masonry below grade and in contact with earth. 13. Firebox Brick: ASTM C 1261, size required to produce lining thickness indicated. 14. Clay Flue Lining Units: ASTM C 315. 15. Plaster for Parging: First coat shall be mixed 1 part portland cement, 1 part lime and 3 parts sand with addition of an air-entraining agent. Second coat shall be mixed 1 part portland cement, 1 part lime and 4 parts sand. 04800 - STONE PAVING 1. Provide bluestone pavers where indicated in random ashlar pattern and thermal flamed finish. Border shall be 2" thick with 1" thick infill. Project Manual Page 11 of 25 2. Bluestone shall be mud set over concrete slab in accordance with Tile Council of America installation method F101. 05000 - METAL 1. All structural steel details, including installation, shall comply with the latest edition of American Institute of Steel Construction (AISC) Construction Manual. All structural steel shall be ASTM A36. All tubes shapes shall be ASTM A500, Grade B, FY=46 ksi. 2. All 3-'/2" lolly columns to have 15,000 pound rated load capacity. All columns shall have '/�" thick base plate with (4) '/2" diam. anchor bolts and top framing connections. Columns supporting wood beams shall have Simpson LCC column caps with (8) 16d nails. 3. All structural steel shall be accurately set and properly held in position with suitable temporary braces and stays until permanently secured. The building shall be true and plumb before connections may be finally welded or bolted. 4. Anchor bolts, base plates, bearing plates and weld plates shall be located and built into connecting work, preset by templates or similar methods. 5. All bolts, nuts, and washers shall conform to ASTM A325. 6. All welds shall be E70XX Electrodes. 7. All connections shall be full depth with a minimum 2-3/4" diameter A325 or equivalent weld. All connections shall be designed to develop the full strength of the member over the required span. 8. All anchor bolts and thru-bolts shall be A307. 06100 - FRAMING LUMBER 1. All dimensional framing lumber shall be a minimum Douglas Fir grade #2 (Fb=1,200psi) or better as graded by WCLIB or WWPA. Parallel Strand Lumber (PSL) shall be Parallam PSL by Trus-Joist MacMillan. PSL lumber shall be rated Fb=2,900 psi, Pv=290psi. Laminated Veneer Lumber (LVL) shall be Microllam LVL by Trus-Joist MacMillan. LVL Lumber shall be rated Fb=2,600 psi Fv=285psi. Prefabricated wood joists shall be TJI/Pro 250 joists by Trus-Joist MacMillan. Provide shop drawings of TJI & PSL layout for code official review and approval. All structural glue-laminated lumber shall be Southern Pine with 1-3/8" laminations and architectural appearance grade. Glue-laminated lumber shall have the following minimum rated values: Fbx=2,400psi, Fv=90psi, Fc=650psi, E=1,800,000psi. 2. Studs shall be equal to Hem Fir construction or better as grades by WCLIB or WWPA. 3. Where joists are called for at double headers use Simpson HUS2X-2TF or approved equal. 4. Where joist hangers are called for, use Simpson LUP28 with (8) 10d nails for dimensional lumber and Simpson ITTX with (8) 10d nails for TJI joists, except as otherwise required by other notes. Provide 2x wood blocking for joist hangers on steel beams. 5. Provide hurricane clips for all rafters as manufactured by Simpson, or approved equal. 6. Where reinforcing angles or nail plate angle connectors are called for, use Simpson L90 reinforcing angles with (10) 10d nails or equal connection. Project Manual Page 12 of 25 7. Where multiple member posts or beams are called for, they shall be spiked together with min. (1) 10d nail 9" on center between every member. 8. All 44 posts shall be supported on Simpson LCB66 with #3 x 24" long hairpin reinforcing bar tie. LCB and tie shall be grouted together into masonry or embedded into concrete. 9. All door and window lintels shall be (2) 2 x 8" U.O.N. 10. Provide treated lumber where conditions require. All sill plates and wood members in contact with masonry shall be preservative treated. 06105 — SHEATHING 1. All plywood sheathing shall comply with APA. Plywood shall meet C-D interior APA. Structural I and II C-D interior APA, or Structural I and II C-C exterior APA. 2. All floor sheathing %" thick 48/24 and shall be glued and nailed to supporting joists. Nailing shall be 8d nails 6 on center at all edges and interior supporting joists. Glue shall be as specifically recommended by the manufacturer for this purpose. 3. All roof sheathing shall be %" thick 32/16 plywood nailed to supporting rafters. Nailing shall be 8d nails at 6" on center at all edges and interior supporting joists. 4. All wall sheathing shall be 5/8" thick 32/16 plywood nailed to studs. Attach per IBC code. 5. Attachment to be in accordance with BOCA requirements. 6. All plywood to have exterior glue. 7. Roof sheathing paper: 30 pound asphaltic felt paper. 8. Provide "Water and Ice Shield" at hips, valleys, crickets, and roof pitches less than 4:12 pitch or as required for proper waterproofing of building. At all low slope roof to wall joints, flash 12" high on wall with ice shield or similar welded product. 9. Wall Sheathing Paper: Tyvek building wrap. 06200 — FINISH CARPENTRY 1. All running trim shall be clear cedar for paint finish. All soffits shall be beaded board for paint finish. 2. All exterior trim shall be prime painted all sides and edges prior to installation. 3. Provide all necessary interior wood trim for paint finish, as indicated on drawings. Wood to be clear pine or poplar; no finger joints. 4. Stair components custom fabricated for paint finish. 5. Pull-down stair to attic shall be Model 40 by Bessler Stairway Co., or approved equal rated for 600 lbs. capacity, with a 57 degree angle to floor. 6. All exterior decking material shall be Ipe tropical hardwood, painted. 7. Exterior handrails and spindles shall be mahogany painted. 8. Interior paneling shall be paint grade poplar wood and plywood. 06317 - SIDING 1. Western Red Cedar, clear No. 1 vertical grain hardwood with 7 '/2" max. exposure. 2. Corner boards shall be Western Red Cedar, factory prime painted. 3. All other exterior exposed wood shall be Western Red Cedar, factory prime painted. Project Manual Page 13 of 25 06750— FIBERGLASS WATERPROOFING AT BALCONIES 1. Provide field fabricated fiberglass membrane at balconies as indicated. Membrane shall be built up from fiberglass cloth and UV resistant resins to produce a monolithic molded sheet formed to the shape of the balcony and surrounding walls and sufficient to provide a complete waterproof tub to exclude water from the interior of the building below. 2. Field fabricator shall have a minimum 5 year's experience in field fabricating similar work. 3. Seal fiberglass to drains as indicated and slope to drains so that no standing water occurs. 07100 — DAMPPROOFING 1. Furnish and install one heavy trowel coat of Tremco 60 with Tremboard protective boards. Trowel mastic on all below grade masonry walls over clean parging. Trowel on according to mfr.'s instructions, at least 60 mils thick over surfaces. Include cant strips, asphalt felt reinforcing strips and fillers at all penetrations of the wall. Dampproofing is not required on precast concrete foundation system. 07210 - BUILDING INSULATION 1. Mineral/Glass Fiber Blanket/Batt Insulation: Inorganic, nonasbestos fibers formed with binders into resilient flexible blankets or semi-rigid resilient batts; ASTM C 665; type as indicated, densities of not less than 0.5 Ib. per cu. ft. for glass fiber units and not less than 2.5 Ib. per cu. ft. for mineral wool units, k value of 0.27; manufacturer's standard lengths and widths as required to coordinate with spaces to be insulated; types as follows: A. Provide Type II nonreflective vapor barrier faced units where indicated, with integral nailing flanges; barrier rating of 0.5 perms, other face with rating greater than 5.0 perms. B. Flame spread rating; provide units with rating of 25, ASTM E 84. C. Subject to compliance with requirements, provide products of one of the following: Certain-Teed Products Corp.; Valley Forge, PA Manville Corp.; Denver, Co Owens-Corning Fiberglas Corp.; Toledo, OH 2. Extend insulation full thickness as shown over entire area to be insulated. Cut and fit tightly around obstructions, and fill voids with insulation. Remove projections which interfere with placement. 3. In general provide unfaced R-13 at precast foundation walls, vapor barrier faced R-19 exterior walls and R-30 at ceilings, and vapor barrier faced R-21 at underside of floors above crawl spaces, unless otherwise indicated. 4. Provide Eave Ventilation Troughs consisting of preformed, rigid fiberboard or plastic sheets designed and sized to fit between • roof framing members and to provide cross ventilation • between insulated attic spaces and vented eaves. 5. Provide sound batt insulation at all interior walls. Project Manual Page 14 of 25 07316 - SLATE SHINGLES 1. Slate shall be classified as an unfading slate in U.S. Geological Survey Bulletin No. 586, "Slate in the United States". Slate shall show little deterioration under corrosion tests, 'The Resistivity of Slate against Acids and Alkalis", R. Notvest and Dr. H.S. Booth, Western Reserve University, Cleveland, Ohio. 2. Slate shall have absorption of maximum 0.02%, U.S. Department of Commerce, Bureau of Standards, Journal and Research, Vol. 9, September 1932, Research Paper No. 477, Kessler and Sligh. Slate shall have mechanical strength with and across grain complying with National Slate Association, Report No. 3, May 1926, "Tabulation of Essential Physical Characteristics of the Commercially Important Slates in the U.S.A." Submit test certifications from quarry site indicating that material has been tested and passes these criteria. 3. Slate: Hard, dense, sound rock conforming to ASTM C 406, Grade S1, of the following characteristics: A. Size; 12" x 6". B. Thickness; 1/4". C. Texture: natural. D. Color; blue/black. E. Factory punch or drill each slate with 2 nail holes. 4. Nails: Large head slater's hard copper wire nails, cut copper, cut brass or yellow metal slating nails, of lengths and gauges are required for each type of slate. 5. Ridge caps: pre-formed 16 oz. lead coated copper. Fabricate to allow venting of attic area. 6. Snow guards: Copper or brass, cast fan shape. 7. The entire surface of all roofs and all other surfaces, indicated on the drawings, shall be covered with slate in watertight manner. Do not use cracked slate. All exposed corners shall be practically full. Broken corners on covered ends which 8. sacrifice nailing strength or watertightness will not be accepted. 9. Install metal flashing, vent flashing, snow guards, etc., as shown and in compliance with details and recommendations of the NRCA Steep Roofing Manual. 10. Slate at eaves and cornices shall be doubled using same thickness of slate for under- eaves as first exposed course. Under-eave slate shall be approximately 3" longer than exposure of first course. Project slate 2" at eaves and 1/2" to 1" at all gable ends. 11. Lay slate in horizontal courses with 3" headlap. Each course shall break joints with the preceding by 3" minimum. 12. Place nails on slates overlapping sheet metal work to avoid puncturing sheet metal. 13. Exposed nails will be permissible only in top course, where unavoidable. Cover all exposed nail heads with clear elastic cement. 14. Provide maintenance stock of not less than 5% of each type/color/texture shingle used in the work. Provide in unopened clearly labeled bundles or containers. 15. Provide open valleys. Project Manual Page 15 of 25 07600 - FLASHING AND SHEET METAL 1. Copper: ASTM B 370, cold rolled except where soft temper is required for forming; 16 oz. (0.0216" thick), except as otherwise indicated. Where required, provide lead coating of 0.06 lbs. per sq. ft. on exposed copper surfaces. 2. Valleys and ridge caps shall be lead coated copper. 3. Gutters and downspouts shall be lead-coated copper. Gutters shall be 5" diameter half-round held in place with rigid brackets spaced as recommended by manufacturer. Downspouts shall be 3" diameter lead-coated copper. 4. All flashing over doors, windows and other openings shall be lead coated copper, with hemmed exposed edges. 07900 - JOINT SEALERS 1. Apply sealants at all penetrations and other openings in building envelope that are sources of air leakage. 2. Do not install sealants when joints are wet. 3. Sealant Subject to Foot Traffic: Shall be a 2-component self-leveling polyurethane, meeting Federal Specification TT-S-00227E, THC-900 by Tremco, NR-200 by Pecora, or approved equal. Colors will be selected by Owner from standard colors available with "Multi-Systems Color-Pak". 4. Sealant for Exterior Vertical Use: Shall be a 3-part epoxidized polyurethane terpolymer Dymeric by Tremco, Sikaflex-2c by Sika Corporation, or Dynatrol II by Pecora Corporation. Sealant shall be capable of withstanding 40% extension and 25% compression. Colors will be selected by Owner from manufacturer's standard colors. 5. Interior Nontraffic Sealant: Acrylic latex fast-drying sealant designed for minimal joint movement (+/- 7-1/2%), Tremco Acrylic Latex Caulk, or approved equal. 6. Expanded Polyethylene Joint Filler (Backup): Provide flexible, compressible, closed cell, polyethylene of not less than 10 psi compression deflection, 25%; except provide higher compression deflection strength as may be necessary to withstand installation forces and provide proper support for sealants; surface water absorption of not more than 0.1 lbs. per sq. ft. 7. Clean metal, glass, porcelain enamel, glazed surfaces of ceramic tile, and other nonporous surfaces by chemical cleaners or other means which are not harmful to substrates or leave residues capable of interfering with adhesion of joint sealers. 08000 - DOORS 1. Exterior front doors shall be custom 2" thick doors by Hendricks, as shown on Drawings to meet New York Code for Hurricane prone Region. 2. Interior doors shall be 6 panel solid wood paint grade. 3. Install doors with not more that 1/8" clearance at top and sides, 1/4" at bottom and higher as required for finishes. Seal all exposed wood and prime entire door with a primer sealer as specified in Section 09900, prior to hanging door. 4. Access doors to attic spaces shall be solid core flush paint grade wood doors. 5. Door to basement shall be custom built of Ipe wood fabricated in a manner to drain water to the bottom of the door and out to grade. Project Manual Page 16 of 25 08360 - GARAGE DOORS 1. Provide overhead sectional door of size and design shown on Drawings. Door shall include single laminated glass vision panels. Doors shall be wood and shall be factory prime painted. Doors shall be designed to withstand 55 lbs. per sq. ft. wind pressure. 2. Include low headroom galvanized overhead track and mounting brackets. 3. Provide torsion springs as required for proper operation. Doors shall be set to operate with no more than 35 Ib. pull. Provide disconnect to allow manual operation upon power failure or failure of operator. 4. Provide minimum 1/3 hp operator for each door. Include all safeties to reverse door direction upon encountering obstructions. 5. Provide push button switches for each operator, located where show on Drawings or as directed by Architect. 6. Provide remote operator transmitter for each door. 08510 -WINDOWS AND FRENCH DOORS 1. All windows and French doors to be Storm Plus by Marvin. 2. Exterior flat casing shall be 3-1/2" and factory prime painted. 3. Interior wood shall be factory prime painted. 4. Glass shall be 7/8" Insulated Impact Glass with Low-Ell with Argon Gas filled airspace. Providing a tested R-value on a 36" x 60"window of 2.56. 5. Provide seacoast hardware. All exposed hardware and storm clips shall be bright brass. 6. Where required by IBC code, provide tempered glass. 7. Provide jamb extensions for 2x6 framing. 8. Provide "Historical Sill" — 1-5/8" thick at all windows. 9. Provide roll screens on the interior of all French doors. Screens shall be fabricated by Phantom (888) Phantom, or approved equal. Screens shall consist of extruded aluminum housing and tracking system with fiberglass mesh coated with PVC. Provide in classic white color. 08710 - DOOR HARDWARE 1. Interior hinges shall be Stanley CB 1900 mortised, square corner, 4-1/2" x 4", polished brass finish except brushed chrome plated for all hinges for doors swinging into bathrooms. 2. Hinges for doors swinging out to exterior shall be Stanley CB1900 mortised, square corner, 4-1/2" x 4", brushed stainless steel (US32D). 3. Provide two hinges for doors up to 5' high, three hinges for doors over 5' high. 4. All outswinging exterior doors shall have Glynn Johnson (IVES) concealed overhead stop/hold-open Series 100H of sizes required to match door size. 5. Lock for entrance door (Door D-1) shall be Baldwin 6001 mortised lock with Wilmington 6546 trim. Lock shall have lifetime warranty on finish. 6. All interior doors shall be fitted with Ives No. 70 hinge pin stop, adjusted to stop the door before the knob strikes adjacent walls. Project Manual Page 17 of 25 7. All interior doors unless otherwise noted shall have Schlage A10S latchset, in polished brass finish, with Plymouth knobs. Doors to bathrooms and bedrooms shall have Schlage A40S privacy set in polished brass with Plymouth knobs. Knobs and trim on bathroom side of door shall be brushed chrome finish. 08800 - MIRRORS 1. Wall mounted mirrors shall be 1/4", Quality q2 clear float glass; full silver coating, copper coating and organic coating. Provide polished edges on all exposed edges. 2. Mirror Adhesive: Mastic for spot application, approved by mirror backing coating manufacturer and mirror manufacturer; "Super Set Mirro-Mastic" by Palmer, or approved equal. 3. Hang wall mounted mirrors using adhesive in strict accordance with adhesive manufacturer's instructions. Provide 50% more adhesive than the amounts recommended by the adhesive manufacturer. Brace mirrors in place until adhesive sets. Mirrors shall be set 1/8" above backsplash. 09250 - GYPSUM DRYWALL 1. Provide 5/8" thick drywall for all walls and %z" on ceilings. Drywall in bathrooms and basement shall be "green board" water resistant. 2. Provide Tile Backer Board where tile is applied to wall, Georgia-Pacific Dens-Shield 5/8" paperless sheet fabricated with water resistant core, fiberglass surface mats on both faces and coated with water and vapor retardant coating. Provide fiberglass mesh joint tape and water resistant joint compound as recommended by board manufacturer. 3. Drying-Type Joint Compounds for Gypsum Board: Factory-packaged vinyl-based product requiring no field mixing. Use all-purpose compound formulated for both taping and topping compounds. Provide water resistant compound for water resistant drywall. 4. Provide corner beads, edge trim, and control joints complying with ASTM C 1047 and requirements indicated below: A. Material: Formed metal or plastic, with metal complying with sheet steel zinc- coated by hot-dip process. B. Shapes shall be type designed with flanges for concealment with joint compound. Provide smooth curves on curved surfaces, free of kinks and of longest length possible to avoid joints. 5. Levels of Gypsum Board Finish: Provide level 4 for gypsum board surfaces unless otherwise indicated. All drywall shall be fully sanded and completely smooth ready for painting. 6. All interior walls shall receive Sound Attenuation Blankets: Unfaced mineral-fiber blanket insulation produced by combining mineral fibers manufactured from glass, slag or rock wool with thermosetting resins to comply with ASTM C 665 for Type I (blankets without membrane facing). Thickness shall be 3". 09300 - TILE 1. See Drawings for sizes and types of tile. Project Manual Page 18 of 25 2. Wall tile shall be installed in accordance with Tile Council of America Installation method W245, thin set over tile backer backer board. 3. Floor tile shall be installed in accordance with Tile Council of America Installation method F146, thin set over tile backer backer board, unless otherwise noted. 4. Floor tile in wet areas (shower) shall be installed in accordance with Tile Council of America Installation method F141, mud set over plywood. Provide waterproof membrane. 09500 - WOOD FLOORING 1. Provide quarter sawn tongue and groove 8" wide and 12" wide 25/32" thick pine flooring in random lengths not less than 6-0". Submit samples for Owner's approval. 2. Make sure flooring is stored in rooms conditioned per final conditions for a minimum of 96 hours to allow time for equilibration. 3. Install all wood flooring according to manufacturer's recommendations and to provide a tight top quality finish. 4. Flooring shall be sanded, and site applied sealer, and 2 coats alkyd base polyurethane finish. All laws concerning VOC content shall be followed. 09680 - CARPET 1. All carpet will be provided under separate contract with Owner. 2. All floors not scheduled to receive other finish shall be properly prepared for carpet installation under this contract. 09900 - PAINT 1. Acceptable manufacturers: M.A. Bruder & Sons, Inc. Benjamin Moore & Co. PPG Industries, Inc.. 2. Provide primers and other undercoat paint produced by same manufacturer as finish coats. Omit primer on materials that are factory prime painted. 3. Use only thinners approved by paint manufacturer and use only within• recommended limits. 4. All materials used shall comply with current regulations pertaining to. lead and heavy metals in paint as well as all air pollution laws. (Hydrocarbon Solvent Emissions). 5. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions otherwise detrimental to formation of a durable- paint film. 6. Apply water base paints only when temperature of surfaces to be painted• and surrounding air temperatures are between 50 deg. F and 90 deg. F, unless otherwise permitted by paint manufacturer's printed instructions. 7. Where previously painted areas show evidence of cracking and chipping,- fill all cracks and chips with compatible spackle or other filler and- sand smooth, leaving no evidence of previously existing cracks and- chips.. 8. Sand or chemically etch existing gloss varnished surfaces prior to. painting to provide proper bond of new paint to existing varnish or other gloss finish. Project Manual Page 19 of 25 9. Where renovations or patches are made to wall, ceiling or other previously painted surfaces, entire surface to nearest change in plane shall- be repainted, unless otherwise shown on the Drawings.- 10. Perform preparation and cleaning procedures in accordance with paint• manufacturer's instructions and as herein specified, for each particular substrate condition.- 11. Remove hardware, hardware accessories, machined surfaces, plates, lighting fixtures, and similar items in place and not to be finish painted, or provide surface applied protection prior to surface preparation and painting operations. Remove, if necessary, for complete painting of items and adjacent surfaces. Following completion of painting of each space or area, reinstall removed items. 12. Clean surfaces to be painted before applying paint or surface treatments. Remove oil and grease prior to mechanical cleaning. Program cleaning and painting so that contaminants from cleaning process will not fall onto wet, newly painted surfaces.. 13. Apply paint in accordance with manufacturer's directions. Use applicators and techniques best suited for substrate and type of material• being applied. 14. Apply additional coats at no additional cost when undercoats, stains or other conditions show through final coat of paint, until paint film is of uniform finish, color and appearance as directed by Architect. Give special attention to ensure that surfaces, including edges, corners, crevices, welds, and exposed fasteners receive a dry film thickness equivalent to that of flat surfaces. 15. Upon completion of painting work, clean window glass and other paint spattered surfaces. Remove spattered paint by proper methods of washing and scraping, using care not to scratch or otherwise damage finished surfaces. 16. Schedule Of Coatings For Interior Nontraffic Surfaces- A. General: Provide the following paint systems for the various substrates, as indicated. B. Gypsum Drywall Systems: Walls— Eggshell Finish Vinyl Acrylic Latex: 1) Primer: 1 coat Regal FirstCoat (216). 2) First and Second Coats: Regal AquaVelvet (319). 3) Total dry film thickness (DFT) not less than: 3.8 mils. C. Gypsum Drywall Systems: Ceilings— Flat Finish Vinyl Acrylic Latex: 1) Primer: 1 coat Regal FirstCoat (216). 2) First and Second Coats: Regal Wall Satin (215). 3) Total DFT not less than: 3.6 mils. D. Wood Trim and Doors Latex semigloss: 1) Primer: 1 coat Regal FirstCoat (216). 2) First and Second Coats: Regal AquaGlo 333. 3) Total DFT not less than: 3.6 mils. 17. Schedule Of Coatings For Exterior Nontraffic Surfaces A. General: Provide the following paint systems for the various substrates, as indicated. B. Wood trim: Gloss Finish: 1) Primer: Moorcraft Super Spec Alkyd Exterior Primer (176) 2) First and Second Coats: Moorcraft Super Spec Gloss House Paint (175) Project Manual Page 20 of 25 10800 -TOILET ACCESSORIES 1. Provide and install the following toilet accessories where indicated on the Drawings. If exact location is not shown, request information from Architect. Toilet Accessory Schedule Location Item No. Description Quantity Powder Room SP-KP30902-OOCP 12" Towel bar 1 KP-30908-00-CP Tissue Holder 1 Bath #1 KP-30908-00-CP Tissue Holder 1 KP30901-00-CP 24" Towel Bar 2 Bath #2 KP-30908-00-CP Tissue Holder 1 SP-KP30902-OOCP 12" Towel bar 1 KP30901-00-CP 24" Towel Bar 1 Master Bath KP-30908-00-AD Tissue Holder 1 KP-30901-00-AD 24" Towel Bar 2 SP-KP30902-OOAD 12" Towel bar 1 10824 - SHOWER ENCLOSURES AND DOORS 1. Enclosure shall consist of frameless V thick fully tempered clear glass with Pinnacle Series hinges and accessories by C.R. Lawrence, or approved equal as required for complete installation. Wall mounts shall have offset backplate. All mounting hardware and hinges shall be brushed chrome finish. 2. Provide u-shaped back-to-back door handles. 11450 -APPLIANCES 1. Provide and install the following appliances where shown on the Drawings. Provide all rough-in of utilities as required. Make final connections and remove all packing materials after units set in place. Turn over all literature packed with the appliances to the Owner. 2. Appliance Schedule Item Model # and Description Rangetop Wolf#RT366 36" 6 burner Stainless Steel gas pro range-top Rangetop Trim Wolf 36" island trim, Stainless Steel Kitchen Exhaust Continental #AXC315B In-line duct fan with mounting Gips for duct and backdraft damper and speed control unit. (Unit in attic) Wall Ovens Dacor #ECS230S-CH 30" double electric convection, Stainless Steel w/ chrome trim on handles Microwave Sharp R530ES Stainless Steel, non-convection. Microwave Trim kit not required Warming Drawer Dacor#JOW27 full integrated. Provide deco panel Exhaust Hood Best#PK2238SS, 1100 cfm, 4 halogen lites Dishwasher Miele #G863SCV "Incognito" Cabinet panel required Kitchen Refrigerator Subzero 650L-SS Left hinge, factory Stainless Steel with handle, provide 90 degree stop at door Hall Refrigerator Subzero 680-SS, factory Stainless Steel with handle, w/ dispenser. Project Manual Page 21 of 25 Undercounter Ref. U-Line #2075-RP White, right hinge. Provide panel prep kit. Provide deco panel Ice Maker U-Line #CLR2060, Stainless Steel, 15" wide, right hinge. 60 lbs. production, 30 lbs. storage. Provide panel prep kit. Provide deco panel. Clothes Washer Frigidaire #GSTF1670AS, white, under counter front loading. Clothes Dryer ___ Frigidaire#GLGQ332A, white, under counter, front loadin gas fired. 15400 - PLUMBING flo5c' 1. The Plumbing Subcontractor shall furnish all labor, materials, equipment, appliances, tools, and accessories, required, for providing, installing, connecting and testing all plumbing systems in accordance with these specifications, and in the applicable drawings. See schedule for fixtures. 2. The work includes but is not limited to: Plumbing fixtures Sanitary Vent and waste piping Hot and Cold water piping Hot water heater. Gas piping. Insulation Connections to existing utilities. 3. All lines shall be concealed unless otherwise noted or approved. Exposed piping shall be chrome plated. 4. All copper tubing shall be type "L". 5. Waste and vent pipes shall be Schedule 40 PVC. 6. Install all necessary flashings for wall or roof penetrations. 7. Install shut off valves at all fixtures and branch connections. Provide air chambers for each hot and cold water valve, on all fixture braces, and top of all risers. 8. Insulate all hot and cold water lines with 1" thick pre-molded Armorflex or approved equal appropriately sized for the pipe. Insulate all drains and other necessary lines exposed in crawl space with 1" thick fiberglass one piece pipe insulation with a factory applied jacket and pre-molded fitting covers. 9. All hot and cold pipe shall be minimum %" diameter with %" at fixtures only. Hot water system shall be recirculating to provide instant hot water at all fixtures. 10. Provide a water filtration system. Locate unit in basement. 11. Provide 1 gallon hot water heater exchanger, Weil-McLain Model Plus 120, 120 gallon dtic water capacity, 30 gallon boiler water capacity. Provide all required Gonne ns' to boiler and water supply including circulating pumps. 12. All ext- or hose bibs shall be frost-free type. 13. At bathe provide sewage ejector pump of cast iron with minimum 4/10 HP motor and mold nylon glass filled impeller. Pump shall be installed in a polyethylene black basin18" 'a. X 30" deep with 4" inlet and 2" discharge, Model 4Nxo1 by Teel, or approved eq al. 14. Provide drain 'n exterior shower with trap below frost line (T-6"). Connect to septic system. J' F/'tMZ /I C,, Project Manual Page 22 of 25 6A/LIyTo/z f I Ce AtAYe-6P-_ 15. Plumbing Fixture Schedule Note: Fixtures are Kohler unless otherwise indicated. Provide additional accessories as required for complete installation. LOCATION ITEM MODEL# SUPPLY/FAUCET ACCESSORIES Powder Rm. Pedestal Lav K-2268.8 White P22600-LV-CP K-7605-P supplies K-8998 P-trap Toilet K-3439 White K-7637 K-4712-T Seat Mud Room Underctr Sink K-3325 SS P22600-LV-CP Master Bath Underctr Lay. K-2210 White P22600-LV-AD K-7605-P supplies K-8998 P-trap Bathtub P50014-BA-00 P22603-LV-AD P22620 P21573-00 Waste & overflow P19010-00-00 Deck Diverter for hand-held Shower K-8548 diverter valve K-8502-AD shower K-9514 hose Shower P21432-00-AD P22617-00-AD P19301-BB Toilet K-3439 White K-7637 K-4712-T Seat K-9439 handle Bath #1 Bathtub P50014-BA-00 P22603-LV-AD P21573-00 Waste & overflow P21432-AD Showerhead w/ arm P22617-AG Pressure Balance K-1179 vinyl beads Toilet K-3439 White K-7637 K-4712-T Seat K-9439 handle Pedestal Lav K-2268.8 White P22600-LV-CP K-7605-P supplies K-8998 P-trap Bath #2 Bathtub P50014-BA-00 P22603-LV-CP P22620 P21573-00 Waste & overflow P19010-00-00 Deck Diverter for hand-held Shower Project Manual Page 23 of 25 K-8548 diverter valve K-8502-CP shower K-9514 hose Underctr Lay. K-2210 White P22600-LV-CP K-7605-P supplies K-8998 P-trap Toilet K-3439 White K-7637 K-4712-T Seat K-9439 handle Kitchen Main Sink Whitehaus #WHO 536 36" x 20" x 10" Porcelain Faucet Fanke#OE 980 satin nickel pull-out head Strainer Franke#980 satin nickel Soap Dispenser Franke*SD 180 satin nickel, traditional Island Sink Franke#BBX-160 "Beach" single SS bowl undermount with accessories Faucet Fanke #OE 980 satin nickel pull-out head Strainer Franke#980 satin nickel Soap Dispenser Franke #SD 180 satin nickel, traditional Bar Sink Franke #PCX 110-7 SS undermount Faucet Franke#BFT 280 single hole satin nickel Strainer Franke#980 satin nickel Soap Dispenser Franke #SD 180 satin nickel, traditional 15600 - HVAC 1. Provide new oil-fired boiler, Weil-McLain Model WTGO-6,with I-B-R burner capacity of 1.75 GPH, DOE heating capacity of 212 MBH with a DOE Seasonal Efficiency of 85.0%. 2. Provide double-wall zero-clearance twist-lock vent piping for boiler, by Metal-Fab, Inc., with outer casing of stainless steel. Provide proper size for boiler. 3. Provide humidification system for winter operation. 4. HVAC subcontractor shall design air handling units and ductwork system and submit to Architect for review prior to installation. Provide separate controls for first and second floors. Include thermostats and other controls as required. 5. All ducts shall be galvanized steel with all joints, seams and connections welded or gasketed. Duct tape is not permitted. 6. All supply ducts shall be insulated in basement and crawl spaces with R-8 insulation, minimum. All return ducts in basement and crawl spaces shall be insulated with R-4 minimum insulation. 7. Avoid running ducts in outside walls wherever possible. Design shall be per best trade practice including appropriate number of returns, one in each major room minimum, balancing devices etc. 8. Provide two 500 gallon oil storage tanks in basement. Include all required supports. Project Manual Page 24 of 25 16000 - ELECTRICAL 1. All work and materials shall be in full accordance with the National Electrical Code and shall be Underwriters labeled. The Contractor shall procure all necessary certificates for all work installed by him, pay all fees and charges connected therewith and deliver all certificates and inspection approvals to the Owner. 2. Branch Wiring: In general, all interior branch wiring shall consist of type NM-B, non- metallic sheathed cable. All 20 ampere branch circuits shall be No. 12 AWG/2 conductor with ground, 15 ampere branch circuits shall be No. 14 AWG/2 conductor with ground. For larger circuits provide conductor size as required by,code with ground wire. 3. Outlet Boxes: Outlet boxes shall be galvanized steel type of proper size and design to satisfy the specific condition for each outlet. Fittings required for making up conduit runs, shall be cast metal with threaded hubs integral with fitting and of the size most suitable for the outlet use fitted with appropriate cast metal covers and neoprene cover gasket. 4. Receptacles and switches shall be Claro Family by Lutron. 5. All outlets in wet areas, including kitchen, baths, bar area and on exterior of building shall be GFCI type. 6. All splices shall be made in junction boxes. All other work shall be performed in strict accordance with NEC. 7. Provide electrical service to building from public utility. Main shall be 300 amp minimum. Provide 200 amp service panels on each floor and 100 amp panel for site and bathhouse. 8. Smoke detectors shall be interconnected, and hardwired with battery backup. 9. Provide minimum 15KW liquid cooled propane fired generator with transfer switch. Provide Generac Model 04721 by Guardian, or approved equal. Unit shall have proper air intake and exhaust as recommended by generator manufacturer. 10. Recessed lighting fixtures installed in the building envelope shall meet one of the following: A. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity, and sealed or gasketed to prevent air leakage into the unconditioned space. B. Type IC or non-IC rated, installed inside a sealed box constructed from a minimum 0.5" thick gypsum wallboard or constructed from a preformed polymeric vapor barrier, or other air-tight assembly manufactured for this purpose, while maintaining required clearance of not less than 0.5" from combustible material and not less than 3" from insulation material. C. Type IC rated, in accordance with ASTM E 283 no more than 2.0 cubic feet per minute (cfm) air movement from the conditioned space to the ceiling cavity. The lighting fixture shall be tested at 1.57 psi pressure difference and shall be labeled. END OF SPECIFICATIONS Project Manual Page 25 of 25 e-v e roNnax 1e-M mr J pE N U O'BPIEN l? m 9N9NVISION LW w- C x m � 1e-se `1. o m GO a to-sc 17-5 w O 7-4 0a �Ar SRE � 8 17-49 J z° b 1p-pT 10-u 17-4. 3 d u-m 2 a 7-1 U m ,CXnIXI KRr v-x m-z wIY-4 19-J e_I e-1 rr ll LOCATION MAP SCALE 1 "=400x V CHOCOMOUNT COVE PIER MAP REFERENCES tis DEED LINE 1.) SURVEY MAP PROPERTY TO BE CONVEYED TO M. LLEWELLYN PER COASTAL O�RHA7AR0 MAP ,�_ THATCHER AND RICHARD THATCHER; BLOCK 19 LOT-1B; FISHERS •S� �, TOWN OF SOUTHOLD, SUFFOLK COUNTY ISLAND, NEW YORK; DATE: JANUARY 3, 1997; SCALE: 1 "=40'; F NEW YORK. PHOTO NO. 38-866-83 CHANDLER, PALMER & KING; NORWICH, CONNECTICUT. BACK OF SHEET 44-Fl OF 49, 6/29/68 Og�gO W BEACH / / `\ 'i ' - 0 2.) PROPOSED LOT LINE CHANGE; PROPERTY OF RICHARD B. THATCHER & M. LLEWELLYN THATCHER; BLOCK 19 - LOT #1A, #113 & PORTION #2; FISHERS ISLAND, NEW YORK; DATE: SEPTEMBER 6, 1999; SCALE: i "=100'; CHANDLER, PALMER & KING; NORWICH, N ` �h ,� 0.00 m CONNECTICUT Z i 14 ,,5, f �� 5^00 S Z3 X30' w p 1 Q eek z f Dr Be cp NOTES W X11 ron N BATH 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE W ro SSE INDICATE) HEREON. ANY EXTENSION OF THE USE BEYOND THE V,� 4 PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR N/F ��\\ \ EXCEEDS THE SCOPE OF THE ENGAGEMENT. U Z JOSEPH JQ PAGLIARULO .>> 0 1� 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY (BLOCK #19 PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED J ro LOT #1A) / �� �•�� -- �� 3 LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. z CL Ld 3J ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND [il Z O N F SURVEYC:'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL Lo 'r- v / RICHARD B. ARE THE PRODUCT OF THE LAND SURVEYOR. Of _ z U sir THATCHER 0- & M. LLEWELLYN 4) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST ANDN c) y O THATCHER GEODETIC SURVEY TRIANGULATION STATION "CHOCOMOUNT 2" d Z UO D J (BLOCK 1119 6'0 DRYWELLS 0 OD = J ^ 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX W 0 Q `rJ('_'l LOT JIC� FOR ROOF DRAINS t5.t' MAP 1000, SECTION 003, BLOCK 3, LOT 7.1. N Z 6.) TOTAL AREA = 1 .116± ACRES. W ,t�i 13.0' �a� ,EL$z .'R�' aTF .q a_a, 7.) SITE IS LOCATED IN R-120 ZONE. Q N.Y.S. D.E.C. FRESHWATER WETLAND BOUNDARY As ; - F�,-1t ^I ,,.� 8.) OWNER: GEORGE CARTER SEDNAOUI DEONEATED BY R. JACOBSON, JR. ttyyp 'i;kr5� Tgm Sa s� & STALEY CAYCE SEDNAOUI W 5/26/94 a hV '' rS 9. SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON SITE O 3cTka�,,.a-- SEWAGE DISPOSAL SYSTEM. LLJ kat{@: xn wx ,a: rli7 lA+wsX1~r t r 41, U / '��_ py `N PjC1+ SF-{tV\WF'E �.}vrrratz, +> t. ri`� j4_n,• ��df3Tr.7 g '`11Y\�tIkr�nl� . Q'Sr �wV1 . r":Y>" 10.) ANY DISTURBED AREAS WITHIN THE 50' NATURAL BUFFER ZONE "*tBE REPLANTED I IV MINIMUM OT ,vw,w CONTAINESF R FEET ONCENTER, INCLUDING BAYBERRY(MYRIC PENSYLVANICA), GROUNDSEL(BACCHARIS HALIMFOLIA), WINTERBERRY uZkk"\� y �"+ ,¢s. •"x �k ,� � +i IIa ��� (ILEX VERTICILLATA) AND/OR CHOKEBERRY(ARONIA MELANCARPA) p EXISTING WELL \ �v d .-Ei'at ,h v°j(aK.- � 'ea„ �J�<<•+.d'�Uviu:�lf,l p, Z rL IRON PIPE DOMESTIC USE) `' ( t " e 1,2 zy s.� �� g` y'( nR ', k � 11 .) LOT COVERAGE OF IMPERVIOUS STRUCTURES: EXISTING 6,8� t ¢ )� v �+� c�!vl+� 3 )'r PROPOSED 5.6% 0 N lFNDJ 1 h SE azo' n o TRANSFORMER tt / ry^'JI• L4kfi vl �t _ 1 �' zD' AGES ��Fx s 104 , ' �1 c�Rl W E dNst 'qg w lEGEN) > T �O•�, 37.4' N N/F NOW OR FORMERLY w a. SF SQUARE FEET p o ,} aBUILDING SETBACK LINE d'T'� '0 tzs' 6' DRYWELL 7.,� —�-- FOR ROOF DRAIN r ,o 10.0' 24.52e.5' SEPTIC y \ ` ¢ 3 IT 1,$0 1 1 1- 0. , / / 6'� DRYWELL 32.0' P , ¢ a FOR RI OF DRAIN 1 / 20' �� � 51.5' � O 1 /43.0'/ � \ � 'llil� �� in 40' t KION. 1 1 - o I� 0 0 0 (PND.) 60, 59.D'116.0' i I ql �V' 3 O w d 2 O 3[.D. I �. m 0 C] U U E DATE: 04/15/06 65.0' I I 1 �O SCALE: 1 "=30' _ QUALITY CONTROL CERTIFICATION / LEACHING y 1 _ GROUP REVIEWED DATE I POLE POOLS I 11 O —RT:mLLTMANAGER ,z < o /9s, SHEET �irvi URVENTAL nt N , 30323 - �' cVt ASBUILT MEASUREMENTS SCALE 1 =20 1 OF 1 STRJCTUL CRC R I(ECTURAI. ' FILE J _ oo, m , B,_6.. S KNOCKOUT INLET AND `\ OUTLET OPENINGS RIBS INSIDE GRID t�OF'TH .--- ON \f O� e-lo o 7 G .tis ti.... . 17-414 CAST 17-.e CONCRETE COVERS 19 u 19-9 Iv-e PLAN 9-la 1v-en COVER LOCKING CASTING W-7 Iv-,A TO GRADE TO GRADE— F DROP 'T' POORON PORI. IS USED FINISHED GRADE 19-z t9_s 9-J 4-IJ —CHIMNEY a x5C 4 x 4 12 6/12 fi G WIR ESTI RE p0^ 6 r 6 6/fi GA WIMEShI Is-s 1e-a FISHERS ISLAND SOUND min IF _LF 6 INLET �-3, VENT—�-RJ vLr1 GU TLET - - JOWaaOWO CONTINUOUS HOT/ ASPHALT SEAL- BAIILE j LINED .1 4SCHHOILE R4INLET rd AFFLE fig' cA5 - • #41LPvc 1/e' \\� / PIER I 1 Der ucToa _ _ _ _ __ _ _ _ _ _ _ _ _ _ \��� 1 / EXISTING TI - \ \\ \ HOUSE CROSS SECTION LOCATION CALE: 1 — Moo' 1000 GALLON J m 2 COMPARTMENT SEPTIC TANK T�/���p \ {{������ / I NOI TO SCALE NOTE BERET 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE _ \ \/o P-\ \ / I DEED PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT N67'33'45"E N08'46'21"W 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY \ \ \ \ 1 68.57' COASTAL EROSION HAZARD LINE 25 58' PERSON, UNLESS ACTING UNDER THE DIRECTION of A LICENSED LAND PER COASTAL HAZARD AREA MAP LOCKING CASTING TO GRADE PRaroseo GRADE SURVEYOR, TO ALTER AN ITEM IN ANY WAY -TOWN OF SOUTHOLD, SUFFOLK COUNTY _ i NEW YORK PHOTO NO. 38-886-83 \ \ \ \ SHEET 44-FI OF 49, 8/29/88 ENDCAP TYPE 3 ) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S N30'03'10"W ORIGINAL IEvh_IiNr. DEVICES PRODUCT OF THE ANAND SURVEYOR. SLED OR INK SEAL ARE THE �36541 003 30 E N32'02'39"E 70 86 4' MAX. 143.75' MIN 4' INLET 4 ) COORDINATE DISTANCES ARE MEASURED FROM U S. COAST AND GEODETIC SURVEY TRIANGULATION STATION "CHOCOMOUNT 2" 2" MIN ABOVE 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 0 1 -- 2�MIN I — `. 1000, SECTION 003, BLOCK 3, LOT 7.1 6.) TOTAL AREA = 1.86t ACRES. JOSEPI P GLXARUIiO / 11 ; " 6 525'46'30"W RAFFLE REQUIRED \ BOAT 1000, IF INLET PITCH EXCEEDS BLOCK \#1L071A// / f . \ /2" PER TOOT 7.) SITE Is LOCATED w R-120 ZONE.-6— \ Y 8� OF PATH � -IOU E OENTERLINE 8 ) OWNER: RICHARD B. THATCHER \ / / \� „ / TYPICAL DISTRIBUTION BOX MI LLLlrELLIN IHATCHLR ( / \ \ / / NIDI To SI-ALE 249 SOUTHDOWN ROAD '( HUNTINGTON, NEW YORK, 11743 N.1 1 ;� (631) 788-7437 MI S_ cO LEAR�NG1 M 9.) SITE IS TO SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL SYSTEM. r \ 1 .) AR LEVELS NGVD 1929.\ 10BSE FOR o N1 I s ' BLOCK 19 i LOT #113 W �l (DISTRICT 1000, SECTION 003, BLOCK 3 LOT 7. 24" op m _ CENTERLINE 6], �\ �' <i 700• / y. EXISTING 20' _.-. zJ,_�. J — - _S-S-D:L-E fRESHwaTE� — _ 0 Mi i —4Q ` ( ra PERMANENT LEGEND: ` WETLAND BOUNDARY AS vN0 0,o J� EASEMENT 1 �J " "i 4" DIA KNOCKOIJFS " DFLINEATED BY R JACOBSON, JR OjSry 9 522'00"E JBERE 0865P356 F u o a r� - - 92'.52 ABANDONED) N/FI _ FNo FOUND '- / F.F. FIRST FLOOR/ PROVIDE SILT FENCt-Wi'l - rte+ T1 B. p ,� o r, I� APPROX. LOCATION OF� HAYBALES AND MAINTAIN �—`k0 RICHARD . THATCHL' R & ELEV. ELEVATION FLOOD LIMITS PER FI THROUGHOUT CONSTRUCTION CK - EXISTING 24" MIN ^ -n B'-D" DIA _ PAVED M. LLEWELLYN THATCHER NSF NOW OR FORMERLY ` ROOPORES DRIVEWAY ,q gE()ROOM RESIDENCE N BLOCK #19— LOT TO7r f(�/7 GROUNDWATER IJL Li I1 �T/ c7 L 1 TF li S,F. SQUARE FEET 1fi.5 R LAWN OF N3454'09"w � , / F.F. EIFL= �C — 20 EXISTING CONTOURS \D =' POLE9e3 _ IRON PIPE 115 9a ' 13a / LEACHING POOL / 11 ' l CROSS SECTION 20 PROPOSED CONTOURS \ ✓ - —1z $s 2 O So 73p // NOT ro ,LACE MIN. MINIMUM BUILDING SETBACK LINE 151 `/ p TEST HOLE W668 W 1868.40 �Z PaHE \ / Q ti 3.0 INVERT ELEVATION 1s.ox #991 ` Sex- E ANSIOW TEST HOLE DATA S17' 7 IF NECESSARY o NO o PROPOSED UTILITIES 70• 00• yrQ WITNESSED BY RICHARD H. STROUSE P.E., LS EXISTI PROPOSED WATER SERVICE z']•ly NG oRVEwgY 0"- 8" TOPSOIL SITE PLAN Ra e"-27" SANDY SUBSOIL PREPARED FOR O 27"-74' SANDY TIL[ 74"-14' SAND (FND) WATER 115 RICHARD B . THATCHER PO SJFFULr(COUNTY DELE PARTMENT OF IAyZALTN SGRJPCrO t}BBO ORAPPITOVAL Or EI:MiTh'NGLEFAMILYRE II ISTRCCTIONFOtaA M . LLEWELLYN THATCHER pSIIJGl,E, FAMILY RL5IULNCE OPJLY DATE p � -3: F IO. 0110 - 1001 . 60// 40 2a � _ 40 APPRovEc, --- GRAPHIC SCALE IN IEET BLOCK 19 -- LOT 1 B FOR imAxrMura QF t _©�DRaorRs FISHERS ISLAND, NEW YORK EXPIRES Tr 117E YEARS f•If•RON",_A�c OF ',Frr?rjlAL R E V I S I O N_S_ _ J 0 _B D A T A � � _ := _ _ CME/CPK Design Group PROJECT #2001240 NO DATE OESCRIPTI ON �. . 1 07/03/01 rtEwsrD _ BOOK NoCIME 110 Broadway,Norwich, CT 06360 2 08/17/01 REVISLD DESIGNED R-H :; CHANDLER, PALMER & KING I em familiar with the standards faro approval and - - --- - - A Division or cue As:a�,°m°, Inc. 860-889-3397 Fax 860-886-7801 QUALITY CONTROL CERTIFICATION _ PP 10/1//01 ADDITIONS/RFV I LIONS DRAWN J J N i ar0=�. °Iso �" woad:moo-, CT construction of subsurface sewage disposal systems V5 ---- - - a„d s°°I.. in .d www.emeengineering.coin MA (GROUP REVIEWED DATE for single (amity residence and will abide by the CHECKED -- - 'A RVEYT MANAGE(. _ conditions set forth therein and on the permit to FILE 2001240-THATCHI'R DWG Architecture, Engineering, Environmental Science & Surveying TrIVIROPIM ENTAL construct. D/IL - -- - " DATE' MAY 4, 2001 1=T RAL _ APPLICANT - SCALE: 1 " = 40' PROPOSED 4 BEDROOM RESIDENCE ARCHIIECIURAL -- --- -- SHEET 1 OF 1 e-5.k P9RIIGX te-,A Lm ] E 9'eRicx ,� <? � sue1987'9x YeI IN . v Lm x C7 w rn Ole-se U m G v) l rami i—� 0 'M a E V� lex 17-5 � o14 \ / • o-l" BMTwsr v-,x _ ta``"� IPP°.(PY"^"�` J € ai Z o 17 4M M 19-IA m \v\/ w1 le-a to-la • n- m 12 o 12 O N v19-2 19_z t -z 19-] -3-1J rte\ 0-4 to-s a-1 e-t LOCATION MAP SCALE 1 "=400' u CHOCOMOUNT COVE PIER MAP REFERENCES S 'oF NEW,, y DEED LINE •Cr N.g) r, ° COASTAL EROSION K2MD LINE 1.) SURVEY MAP PROPERTY TO BE CONVEYED TO M. LLEWELLYN •' s� �� PER COASTAL HAZARD AREA MAP .— THATCHER AND RICHARD THATCHER; BLOCK 19 LOT-113; FISHERS TOWN OF SOUTHOLD, SUFFOLK COUNTY ISLAND, NEW YORK; DATE: JANUARY 3, 1997; SCALE: 1"=40'; ll NEW YORK. PHOTO NO. 38-886-83 ancK of SHEET 44-11 OF 49, 8/29/88 a CHANDLER, PALMER & KING; NORWICH, CONNECTICUT. BEACH / 4 2.) PROPOSED LOT LINE CHANGE; PROPERTY OF RICHARD B. 0 THATCHER & M. LLEWELLYN THATCHER; BLOCK 19 - LOT #tA, #1B & PORTION #2; FISHERS ISLAND, NEW YORK; DATE: SEPTEMBER 6, 1999; SCALE: 1 "=100'; CHANDLER, PALMER & KING; NORWICH, /) \\ N 3>.` /7 6 0.00 y CONNECTICUT NOTES W 11 , \ \ roF OF QOp BOAT / 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE LL1 HOUSE INDICATED HEREON, ANY EXTENSION OF THE USE BEYOND THE V PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT. U Z \ \ / JQ 2) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY N/F _ fix) \ PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED J m -A). \ LAND ;URVEYOR, TO ALTER AN ITEM IN ANY WAY. JOSEPH PAGLIARULO '� _ 't'�� H- Z (BLOCK #19-LOT #lA) /. / a a L) o C 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND _d SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL o M I p 1"' ARE THE PRODUCT OF THE LAND SURVEYOR. �I � _ rn U K E5 - 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND of O y rn N/F GEODETIC SURVEY TRIANGULATION STATION "CHOCOMOUNT 2" o o J OL Z -_._ -• RICHARD B. THATCHER p I -J w J& M. LLEWELLYN THATCHER 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX LSI (BLOCK #19-LOT #IC) MAP 1000, SECTION 003, BLOCK 3, LOT 7.1. N LN Z 6.) TOFAL AREA = 1.86f ACRES. WQ LL- FW- N.Y.S. ' N.Y.S. D.E.C. FRESHWATER ' 7.) SITE IS LOCATED IN R-120 ZONE. WEILAND BOUNDARY AS _� U DELINEATED BY R. JACOBSON. — OPSEO 8.) OWNER: GEORGE CARTER SEDNAOUI LLJ o & STALEY CAYCE SEDNAOUI C.7 cr F00111P12116104 9.) SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON SITE =]OF�\ - — . —_ _ LLJ / SEWAGE DISPOSAL SYSTEM. APPROX. LOCATION CD FLOOD LIMITS PER FIRM —� �- 10.) BASE FOR LEVELS: NGVD 1929. ZONE AE ELEV. 11 20' 11 .) ANY DISTURBED AREAS WITHIN THE 50' NATURAL BUFFER ZONE TO BE REPLANTED WITH NATIVE SPECIES. MINIMUM 2-3 GALLON POT \ to CONTAINERS, FOUR FEET ON CENTER, INCLUDING BAYBERRY(MYRICA Z \ =] PENSYLVANICA), GROUNDSEL(BACCHARIS HALIMFOLIA), WINTERBERRY F POLE \ d99' IRON PIPE (ILEX VERTICILLATA) AND/OR CHOKEBERRY(ARONIA MELANCARPA) Z a TFNDJ y O N 12.) LOT COVERAGE OF IMPERVIOUS STRUCTURES: EXISTING 6.8% - o as PROPOSED 5,6% $ 101i LFS > .ENQ t)�7p•W 0LLI +E ISTING / �.N /F NOW OR FORMERLY WEL60 SF SQUARE FEET o —� BUILDING SETBACK LINE MANHOLE O m Z \ m \ n y` 7601p \ ( H o \ 0 \ + a UP \�\ R M Oq� \ n m 0 � I \ 40" MON. a, M O o vUL z w a90 O O VI Q W LJJ !1 m a a0' U OU 4. �\ DATE: 01 /03/05 \ 1^ SCALE: 1 "=30' DUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE N \\ PROJECT MANAGf.R / .l,e �\ SHEET SURVCY 1� � NIAL ENARUNMEr O CML STRUCTURAL ARCHRECIURAL FILE J ISSUES: LO'13 Itl-i4.t` PORTINIT It, til —PIER NO DATE REMMK'. I LUT] ISO 1 06/07,02 REVISIONS � CHOCOMOUNT COVE SNI 2 06/11/02 ADDITION OF DIMENSIONS 3 07,10,02 REVISIONS rss \u6F, NOS°46'21" W CI-IOCOMOUNT COVE. tl, I i � 25.58' � lssc i 7 5 �DEED LINE / 4 09/06,02 REVISIONS/PER O/M BACK OF�� Talo � 5 IUr01/02 REVISIONS/PER ON 1 / 19 BEACH /1 �( N 30°03'10" W ./ 17.,0 70.86' B 6,l°15'30" E /' /i,. 1 / / PROPOSED RECONSTRUCTION 36.00' /�//' �yaoi/ E 12x05/02 REVISIONS OF EXISTING REVETMENT ��/�� _-. 1' 'SITE. //; UTILIZING EXISTING STONE y Q / la ni n,n 7 12/06/02 liEV13iON8 ON PROPERTY (DUE TO EROSION) COASTAL EROSION HAZARD LINE s 03,31REVISIONS PER OM BID SET / / \ PER COASTAL HAZARD AREA MAP �\32-O2 / P Ilan I7-le -o3 TOWN OF SOUTHOLD_ SUFFOLK COUNTRY 1 39" ` PROPOSED U WALKWAY "" v NEW YORK PHOTO No 38-886-83 43.5E (CANTILIVEREDIPE)) 9 02/14/03 FOR PERM, O SHEET 44-FI OF 49 8129/88 PROPOSED RECONSTRUCTION / to o2r2e/o3 REVISIONS 17-IF OF FNREVETMENT \ UTILIZIRINGGEXISTING STONE / 1 /L--1000, _S 25°46'30" W - / �/ � ) ON PROPERTY (DUE TO EROSION) � \ / 1 O 00' 11 03,06103 REVISED FOR PERMIT Iw; s'--li �L � \\ /�� �� Q PROPOSED I 1 1 '/. / ./ �\\\� \\ 12 o5/ovo3 REVISED PER o/M Itl, �/ / / �..�.. HANGING- Ing _ / %ij'i �i/��'i I �� �\, f B.AI' 1 ,%,/ / %j ij a A \:` ���� 13 05,06,03 FOR PERMIT PROPOSED EJECTOR PUMP 01 _ EX'G BATH 14 06/01/04 FOR PERMIT-RESUBMISSION 1� \\ HOUSE TO SEP'T'IC TANK LOCATION MAP SITE PLAN BASED ON THE SURVEY DATED BY 09/20/02 I N, 1-111 1N MAP AND PROVIDED BY CME'CPK DESIGH GROUP \ _ SCALE- I"=400'-0" M \NN \ \\ \ E� - 110 Broadway.Non,mh,CT 06360-4-{52 \ -- - I rot 960-889-3597,tin 86(1-886-7801 I_ _ PROPOSED f HANGING C'ENTERLING BAY OF PATH q�N,' �, - - - - -- / CODE ANALYSIS �' .� --- - ` / _ _� CONTINUOUS LINE OF STAKED HAY BALES � � - WITH FILTER FABRIC SHALL BE [FIST AILED Al L NEW IVUPJti MUST CUMI'1_Y wl rH'fI-fl-FOLLOWING CODE STANDARDS PRIOR TO AND BE MAlivTAINED DURING ��, �� -- -- - ALL PHASES OF CONSTRUCTION OECN C' 01-1 IC I ION OF CODES.RULES AND REGULATIONS OFTHF STATE OF V -� - ,. NEW YORK (NYCRRI I N/F I JOSEPHIACLIAR LO � IuematamalEuddmd ) BCI. �o a 'Oil' 1ntemadonal Flre Cudc JR-) (BLOCK #19 - LO #1A) 0 2 Imemmieiiau esident,al aide(URC) JLNI C) S L INGTO N/F J e_UUa_ Intemuhunal Phllnhmg('ndc lll'C'I. _ PROV Q Id RELINE n c -nu11n1cmmlonal Mmhmucal Cudc(IMC), po - i h 6 ?1112 international Told ropeTnGil,Cid, iunc), - PROPOSED STONE BORDER see :. LISTQ 1 r RICHARD B. THATCi LER t� 7.211011ntcmmutnuL Propum Maintenance Code((PMC) Q (USING EXISTING o PRoposED & M. LLEWELLYN THATCHER 8 200' brlemallanalFact,, Censel,anon Code IIECC. STONE OF PROPERTY) a (BLOCK #1 9 - LOT #IC) BLOCK 19 a GRASS AREA \ � u7l hue kllGULAnoN MAY APPLY I LOT41B 1 -- I PROPOSED (DISTRICT 1000, SECTION 003, I $ i' COVERED PORCH \ DcslBnonteriahasrduncnemmnnpdes Budd ngloca[edinexposmuCa133GTaboveground- a � - � Secllan R 301 1 3 BLOCK 3 LOT 7. 1 ) ) —T EL +ls'-a" - � � Scismm pmvimons nal apphcuhlc d„c!]mg located in seismic design category D l Scotian R 301 2 1 o I � EXISTING PAVED All „endo,,,nee tem I In e,t,c,S- pun es- Soch at in 308 4, humoavepmne lBguvi nieahug I DRIVEWAY -� I � FF.=+16'-1" � EXISTING sulutr rex u'remenLs ut huzaldnus le.aborts-Section K3084. / ) COP, (TO BE REMOVED) -'I /; W �-VEGETATIONIN Y I i WEE DEC. FRESHWATER T (A I- ' O TO REM AIN pr Id -sc an notal lo, h X GWI3 in started ou ara ide Sone la it WES DE BOUNDARYER�/ OF OCC CNj ii/ D P" (_,rage one ,s .pe g. ge. y / 7 Cj �7(j•. - / i //, I� 1 ill Li pe ACrWB msmllod, i pp,.ne vde sermon3092 0 D RLINEATED BY R.JACOBSON_FR_ FJ S _ _ _ ' / /�,./// 5/26/94 RfNf' %� ///L ` E,,,, Slee mL loco i ill hmv,I Lilt.,in o tenable cring,cray esca c and mscuc i icon+„d sdl 1 Uj 111 m t nal a dean 44 mob eh we Ell m min nil clear npaumg 5.7 SC,mm, net clear opening,u,dlh - P120POSEDncl clear HT 'a mah necuon a l0. Outecbrid a *11 cluteentl'e - +T 4BEDROOM RESIUENCL � 21.1 p / � � \ PROVIDE SILT FENCE WITH P....ide silk lolnc, par NAPA 71 Scuhon R317 I and Spa LLC -/ FF LL 16'-7 I_ -/ `HAYBALES AND MAINTAIN PROVIDE SILT FENCE WITH x / „ / 10 Eunice I27, % �4 / / - - - - - THROUGHOUT CONSTRUCTION wall R amhng lnii,hc,+h'dl have e pane,spread classification of not Saudi than 200-Section R 319 1. HAYBALE$ AND MAINTAIN—. '"TY`� _ _ -- _ Rich,Hill NJ 08553 THROUGHOUT CONSTRUCTION 5- /' (�� _ Phone 609/-19;3900 _ L�i�' In,u lahon shall have a Ilam,,prcad aides not to exceed 25 d accomparning smoke-developed codes P:e, 609,i97 3909 u, Ic cSceed d,U ni ac,nrdal ve„/A4 fM E M-Section R 320 1 L-mail mt°Cn°-anti-el APPROX LOCATION OF a' s / - FLOOD LIMITS PER FIRM—'' J 1 EXISTING VEWA PAVED Monwrc e of Ho al all fl-axed IIII"all,k Odors mid root/codings a vapor retarder shall be urstalled mi the warm m ZONE AE ELEV. 11 ' J N DRIVEWAY „mtet side of msulatu,n-Sninun R 3_'_^ I (TO BF_REMOVED) Pm,Ida pressure prc,rn nn,cry treated wood m accordance w/AWPA m areas subject to decay-SectionR323.1. 142' '`env O) L G� .F'F"' F G +15 = '-3" LEDGE OF /iyPROPOSED —LAWN \ 001089 RUCTION 1lTl: l YPC V \ d -- j GARAGE j; C-ASSI17 CATI ON DETACHED SINGLE FAMILY-123 ON SLAB j; � uLnch ry /1 E IRON PIPE s2' FFG -+13-G" "'�I ,,, BLUESTONE WALK Lrll 113 / ,� Ar� PROPOSED _ �/' 1� PROPOSED GRAVEL ',S ZONING ANALYSIS / PARKING i —DRIVEWAY WITH sH;�LANO SIaNarlme. GRAVEL W/ /F , STONEBORDER TIIWNOFSOUI'I-IOLD-C(IUNTY1)f SUFPOLKZONINGDISI'RICT STONE BORDERR v 1 - Llcrosarvo: -p _ 1- S (WIND-BORNC )1RRIS IZI CION AVD 120 MPH El RRICANE PRONL REGION) NY#025567 �,-, 10110 GAL. 0'- „ L I MINIMUM REQUIRED PROPOSED U\\I / / E SEPTIC' TAN " - I - aaom \ \ III-�i.oil - 0 f � (=I IA �4' Lu ARIA 31.035 52 S.P. / y /� + / LEACHING POOL 1 (� �T� RU11 MING 3E9'BACKB FRONI YARD 60' 684' RESIDENCE U ( - �b VAS �� COMBINED 'IDL,} YARUv 45' 163P 1 ESIDEIVCE T SMALLER slog,rnuD 4o' 21 F Fishers Island, NY III Ali YARD 75' 995' f _ LO COVERAGE- -- 12"fi 6,14% PROPOSED SETB CN 01UNDERGROUND UTILITIES -- - - F„ Euzs'I mDORARIAnE U1LHOU6I_ 2, 144SI, SUET TITLE. _ �. E IRS I EI OOA AREA t IE I HE GARAGE 717 S F. C1 SEI ONDFWIiRARrAO1711IEIIO11SL 2,305SY. �50°/a EXPAN � N "f(EALFIRS'I I-LOORARLA 2,869 SF 4/c SIF NECCE. ARY o PROPOSED WATER SERVICE 10' ^I SITE-1 PLAN 1 t u,aL SECOND FLOOR ARI A z,305 s.F. SITE PLAN �� E SCALE: GROSS FLOOR ARCA 5, 166 S.F. /E' I STING PAV ED ��11fe11:P n PC THE COVEREDI'OI:CHES 1,000 3 F DRIVEWAY (TO BE REMOVED) ATAS0, 1 OT,U,VOLUME 40,045 C P. LEGEND : lit ILDI NG HEIGHT 23-0" DATE EFIHHTNO. , 0o 0 NE.WADUITION I'IKI_AREA 2, I44 sF. 01/07/02 I EXO BUH KING'Po RI MAIN I AREA OF F_CIS'I'ING DRIVEWAY TO BE REMOVED -5,247 87 SF SCALE; AS NOTED A-0 PROPOSED 4"HIGH /> 2 LOT COVERAGE OF EXISTING - PROPOSED Dom , LANDSCAPE BERM /, 22 /.fFF,r.r F_MOV � ALLIMPERVIOLIS _ zD SRUCTURE$ 7.64%3 614% etEc®. AWO/PSM ISSUES: I 1 NO', DATE. RLM.11tR -_- _ - � L 10/04/02 REVISIONS -- n , '" - - - -- -- - ---- - �- - -- - 2 I0/10/02 REVISIONS PER O/M ' PIPP VIN'I I LINE Of A-IJ I - 3 10,17,02 REVISIONS �D COT LMNABOVIj.- __________-______\ 4 10/29/02 REVISIONS 1 a -��- - - •� I CMII EDN WAIT % .. O 5 INI102 REVISIONS wv L J �__ 6 1121/02 REVISIONS PER J"PVC DRAM TO 4" PVC DRAM'f0 ❑OISINOTON ENCMEEIllNG OUT FALL I_"CMLI FDN WALL UT FALL INN IN, r., r_e % - 9 12/04/02 REVISIONS PER O/M 8 12,13,02 REVISIONS IN INI I I9 0128/03 REVISIONS S� v I � II -SLAB ON GRACE '-SLAI1 ON bRAUF INN, ,i �� 1% 10 01/30/03 REVISIONS BID SET [ \ h�}xJ v 'SII I- 'N' 11 02/14/03 POR PERMIT �s`A7 III 1 vvvvvv i' Gns '�/` Jd'' .�'xro`rszh+• J _3,ec 1• - L LEADERS POUNDLR v_ _ 12 02Q6/0.i REVISIONS CORD, DRAINS OTT) - v`i i N°` EO _ Ell _1 V_v 1 ��� wyJ9 13 03/06/07 REVISED FOI2PERMIT \X : ` _ ti iIN i vS UONNI:C'I'TU vvv`� 4 f� I i i 14 0425/03 REVISIONS , UILVN LIN] ` � I � � � Am I 15 04/25/03 REVISIONS PEI20/M - I I i / V ' ♦ V I I r� �, --- , � 0 /06/03 FOR PERMIT LINK UI I I ',1 III t (SUMP PI CS I 1 PA 6/ S'PEllABOVI I 1 CRAWLSPACE .1 41 �` ' *` LI T >FS '77r, 1 17 19 06/0104 FOR PERMIT-RESUBMISSION A'.-A.t. _ I LT°• ______ ,N+E J"RES�N" 1 _r bS :vh IA lb'-N" Pj 8"CMU FDN � A\jA R CONC SLAB IT �� - --�- - L J JL I Lr , 3�\4ALL MIJ II DN k, WAl L E I u' In 6" > ' - `p I I LSLABON -'r.a, _ ACCESS TO UALV METAL GRADE �� ti - BASI3MENT� HANDRAII t 71' L__ _ " "el°"!'IOWEIL LA rl;„ij C NC MUUTIMG OINC FO(TI'ING _ _J••___ _ _ _ 2 s { 111 - �„ �� ) ___ .:, �� C'MI1 _ — _ !'..v 1,��PCNJFR VCMx 2'0 x141" - I I]Il i!_c 119R��NCLl6� j_�or MON�MO _____ 12"DEEP Am 1S' I _ - -; L�" WALL DN YI m 1 HP--------1 CW ::J,i. 'n / 4"RFINF I J "C v ;'4" 3 >':c CONC .SLAB L-�-'' - - 1 �' LINP OP 1" LOLLY LINE OC CONCRGCEPADnBOV1' 1 --1__I "• Y FI IO'I'INII CULUMN FOP, GENERATOR AND AC UMTS Fy _ __ Ll YI' I .� - PACE_ i I' __ F •^✓7 x -OIL FIRLD BOE.ER z 2CRAW1�18 _ IPL=-,_] ):v 1 GENERATOR 9 an d' 1 _ a Mc I _ CRAW_ LSPACE I- CE (CL -- 7 3 - 1 _ _ CRAWL SPA �./�/� .c\y LME OF OU I DOOR ABOVE. N4 1 2 �)- - _ � - ? I \ L VE srlOWER ABOVE I 1, R_______ I ` _ PACE r / _________� F___� /(Nc nl7ovE ,:xr„-� I CMA CRAWLS _ __ - - _ _ ACABu - .. al IEE-o' 9'^7 .. 1,. 1 .'•a'If,�a<<<„'r,, '' w I I I L__� ,1�” li I s ' i � _ — _ _ EI Iwr.RI nM A 3 � � I I'lli.F'. 112xfL II CRETE " III )J JAII IIS . SII A�+/-I- v -� 2 BIORAGP9'AIJli2 -.NONE MBUSTIBLE ,, c- _ _ _ a" ItL11Jf �cT _�i r ..I --WA slat' MLET� �i v f. - J r ___ -�--�_— -�_._ CUNC, .SI AH „. -�-� B PItO PUMP-OUTS IO A112 ii_S I r q D C MII FDN - I ____ '4�_-"'_ „ ? - 4 :E�17� (1 VPI `r rt ______________ rJ J v III - 1 (-71314 a117i8 NII,I,ONC 9LIAB 'CKABOb S - S% REI LAB ON MTL � s h x M1 n _________ ____ , o / I I Lex AEOVL puterbridge/Morgan Architecture i� > ` ,,r - —E- 1 - — -i li REIFF I I I 1 and Space Planning,LLC / __-_-__ ___' _ R ___-____ L1LEC 1 OIL TANK CCIDIC SLAB o n- - �i xxN G___ ___ NoN r-LI uo GL � � �� . .. <.v i °• A-IO `� i L "'�° H TI T-F" �I C _ ,,... ,�� ,- I tom— A 7 ] R ._ _ 1 `l,' ABOVE FI,Avenue,P.O. Bos 139, .Y ( 18 LL ____---------------------- -- ------ -- ---_--- m T 1 - — - , I _ 1_ 1 UWLR 1 AN _ ��� L La e 1_ CMUPDN WALL i _ 6UBPAM,L , A OiI. IANf� 13 l .A,-... ,v..,. .. _.• . .• ,,.. LINE OP SCEP f 70 GL II I 1 I -M Hll NJ 08559 + J Ph (09/i92 390u I 601/-V9C 3909 .r ` L I3" I II I _ D r- -_ _ ��,_ I owi �m��rbncl OVr INI nb CnLL�MNs ry _ � ��. . -h a" L __ __�_______J ___ 1 "( G J li'-R" � L ;{ L Ali ___-J - I --- 0 4"PVC D1tAIN IINEO18 CNIU 1 GAT NGENERAL 4I Y FI TO OUI FALL 12"CMLIIDN WN.I — TIL\NSFP,R I �S, 4 t-���{ ?h^`, y ? I ti 9 ` S £ 5•?� I `A` J SWITCH 4 PVC DRAIN AI P) ivy L _ J I ,I I R L __ FROM HOOSE(1 YP1� I _ SII 11 11 11C �� SLAB ON GI2ADI! IN 2s_I FItOPwNE t �3' OII IL1 9 8 s L_____________ _ _ _ ________ _ _ R •� I 111 / SI CVE �i4 .... ... .. -.:11 �� l INLEF i AND VENT i'-9 V _-- INI UI CUNC 1 '/ Si 1 „ :. —SLAB ON GRADE 2 1 ZINE 051 ABABOVE� I9 L 1 j(.� � I I � ,' z - Ir' LmFesRNo I' 'RI.I L SLABABOVG N.Y.N 0255fi7 MUPDN WALLITYP) e.4 i � - �� I IP9 I I U 11IIp MS' F' J. X% I I I I - I � i 1 _ _ SEDNAOUI .. :: Cr ti R• 11 .. ---- - II j �� � RESIDENCE } Fishers Island, NY LINE017P-0".••-0" 1'-P' 1'.9" Iv.ai• I'_8., hJ„ COOL FOOTING � CLINE OLUM COLUMNS MBUVF I I 1 1 ) 1 IJ:' CMU FEN WALL I i „• I � �J� II I I 19�-'. BASEMENT 2 8 ` - -_ - 94I FLOOR PLAN 11 ,A1 ' I ------ GENERAL NOTES: n BASEMENT FLOOR PLAN lrm)—� ,/ ___________________`_----_______-,_�____---_____--- n \ ` J 2) PROVIDC RFIMN FOR ROOF PITCHED AI�IAI' 1 scnLB: 7/a'•= 7,_B,. UNDERGROUND a" D i„ � � � PROM HOUSE 13'-0" NIJN .00F'LEADPRS Dors. sP®Er No. CMU EDN i \ ' WATE SYSTEM IN BASEIMENT LEGEND: 09/05/02 / 1"' CMll FDN WALL OrYI') L FOR ALL P01'A6LE WA ItiR SOURCE"S scncs. y, A.S NOTED SPPROVIDE MEC'HAN[CAI,VEN'fILLAT70N AT CRAW] =1 CN/fU FDN. WALL CE O EXTE[tIOR D ORS REFER TO QUOTE DRAWN cNI;A CARBON MONOXIDE ALARM zn _ PRIE(ED. AWOTSM ISSUES: 1 l FINISH-SCHEDULE FIRST FLOOR MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS NOTE OWNERTO APPROVE ALL FINISHES PN POUNDS PER SQUARIF 1(011 NO uare nxlruII 1200M NAAIf F'LCIOR WALLS EASE CEILING NI19(', USE LIVE LOAD - - - - ITA"G IT-6 23'�I"6 _�-- -- - - _ _ _ �I Il�r/IOJl�2 REVISIONS I NTRY WD PANEL WD WD PANEL BARRCLVAULT EXTERIOR BALCONIES 60 REVISIONS PER OIM IInLL WD GWTOT WD GWB/P Wr PANELING IJI_CEs 40 - - ------- ---I I" DIA CI ILUMN i 11'1 -- I ----- -- - 14 :VISIONS LIVING ROUx1 WD GWB/P WD GWBP PASSENGER VEHICLEGAItAGhS 50 IINI.Oh ItUUP ABUVL- AH - - - - - - - -I -----------------------_R________ ________ _ _ _ nINEVG 1tWM WD GWCi/P WD CWB/P ATTICS WIT]IOU"P SIURAGL 10 j d 1028/02 REVISIONS IN ICHEN 'I ILE GWB/P WD GWH/P ATTICS WIIH.S'rORAGE 20 .*-- i ______ ___----_______-_-___ __-____ ------------ ------__--_----_---_ _________- ---- I - o, 5 11'W02 REVISIONS n� Y�. ti„ Spar .. 3p __ __-______________-_________ ________________________________-______ 4TURAGI T11.0 GWB/P WD GWB/P ROOMS C1fH1?Ii TIL4N s1.LfPINCl I200M5 ___ LAMILYRUUM TILE GWBIP WD GWB/P SLEEPING ItOUM5 - - -�-- - - 6 1171/02 REVISIONS PER PORCH L H013INGTON ENGMEERING If RCA61 AST ROOM TILE GWB/P WIJ GWB/P HEADBOARD WAINSCfI'r 4rARt3 10 1 "y' K CEYERED _ O w I i I ] 1210-1N^_ REVISIONS PER O/M MUD ROOM TILE GWR/P UWT GWB/P GUARDRAILSAND LANDRAILS PROVIDIHOLD OPEN,, - CLOSET WD GWB/P WHO (TWIST - _� ^ (EL.=_B'-(I"') II i 8 12113.02 REVISIONS I I ALL DLII SWING DOORS POWDER ROOM WD GWB/P HW/P GWB/P PANEL WAINSCOP91-01,1 - = 1 941" _ II i II _ \ 9 01/28/03 REVISIONS COVIIRFDPORCII BLUESTONE BLnRSTONE 24"x24"s2"TIIK J �- T DOWNSPOUT 61t :OC SKIRT RFIOW LO 01/30/03 REVISIONS BID SEI DRAM PIPI2- COVERED ENfIt I' S'� I LI IRDUCH SLAB -�° - -- --- A ] 11 02,14,03 FOR PERMIT BLUGSTONP BLUESTONE 24",24"c"THK I2 02/26/03 REVISIONS RPh SLII'C GNtAGF CONCRETE GWB/P WDIP GW13iP POWER}COAT FINISH ]'-0" y 'O I ROIL 5CREITV----- --_i ----- --- - - ITYP.1 1 9 8'-9" iI 174P' 13 022]/03 REVISIONS 0 6' I - I _ _ R (IPP Rhi ROCI'I7 _ _ c,' R S' 1+I 03/06/03 REVra H.D FOR PERMIT IJNE OF SKIRL - PANP:I UNGFCW 'HTS � I=., II II DINING ROOM "" I - DoWNSPOUI' II v„ I 'll DOWNSPOUT P-9” - _ EXISTING HDG - HARDWOOD r IFlRGI5INGIE nrruANcr -Y .r___________ ------ FINE L ItOUF _ _ li 04/25/03 REVISIONS \ I"--------- , (C H.=19._9.,) - i '-ITYrI LEGEND: IIYP1 _ � - suYrlT or cnH F1 � lEL -1 -�F ) '�� �;' i I r - � I ;� s , ItOWI.FARM GARAGES Ifi 05/06/03 PCIR PERMIT GWB - GYPSUM WALL BOARD �� - ABOVE�\ q, BREAKFAST _ - -1 NI SINK NO DOOR - WD = WOOD - - wh _ IR-- � - I � ROOM � 'e � II II �I I I� ❑ 06/01/OJ FOR PEI2MFC-RESUBMISSION BIT = BITIMENUS PAVING a^s"WD Pos'I ,\ G,. \ •, _- ________ ____ ___ ____ -- - BB = BEADBOARD _ - i s ..t - - _--_ - - - _ - - _ ) _ �7 ��. i ` - _ __I-____T_ _�IJVJ� _ter____ LINE OF _/ I _ f .. $ - L____ _ P = PAINT - _ x li I �� _ :c a+ CAI CL .ING� G RItACI+ti GRANI'I'6 TOPS ----RBEAMSABO - -D1I C� SAII \°' OF � ;., i w.l _ I ___ ___ BEAM5 ABOVI_____i ��q ____________ _____ J ____ ----- 1311BLAMI ____ 1_G + t• h % STORAHE UNnce ( i lily ltlir_w � (CIHTC 9ENE") OPEN CUPBD FOR 1 ° _ lIoYCI I. __ _____ $ v T Y ACCESS TO "` ` / -- DISPLAY&BOTCH �I CUPBDW/TOP -1 CH -- --- - --- DN 1e N0 -S I BASEMENT \ , I )I A '3 --------------- _ _____ A '�L I�O T / L.D-------iARCII x o _ti'I t1Nl 'Uo IIS / BELOW —BLOCK - BU II' M 11 TC 9 ] y —SOFT RUILI'II\1 `4 ;, __---_ I---_ _--__-_-__ -- _ _ A-16 i \/I ,-r MICROWAVLFURiNG �, Cl q SING I RECYCLINGOgy _ _ - __ MW / EFE PAID b_y lllfl VlS �.� GEh ____ __ IIF.ARTII G I1UI1NGR3 - ----/ PH _ ., CANDNERTA JR I GOOD T{r^ i ifi RANGE TC)I'IN ` GSO It Ef ns kl' - I/, -_- - 13ARFS1. S J BEAM �, 3-J A 12 1 ,,.. I in 1 _ , I I I I I I WOOD OVEN sRANIT � � - CrILI N( I X I G� FOR CENFRAr(ll2 - ) I , SUHZLRI r I �^I I I / d � _ ALL LOCATION i" 1P-,,, -0" 6" , 1'-bI 6' I Il_ -- I] 0 - --- - o OPEN GUPHD g / I --1 OF A/C ON FAMILYRFIaw 11 a 3LrGGVEN - II sv asic r Too TURA E rn Bull.r-N ] LIVING ROOM III cOlac.SLAB / I / I I ECTION \ GARIJIAN BOX i 1 I coNaicrE PDD BOILEa rI,LIE II p ROOM / '^ S11 K 'I I/ _ EI t0'-0 ) urnRNHiii GENERATOR (C EI I„ w K x I "--S+N+vI+ 1„ --- --- - -�- 4-lo t IIRIN,IART, q 7�7 OUTDOOR SHOWER 1 o I/ I CLILINC7 y . 'S� I""-', • .'" U I__ j �___ 7 I � � �: 1 A-20 Y I I I_� la 6 (V' BROOM BIICLVE '§ BAR � � I � I LATTICE MODEIA4]21 «:"', - `' /'Ir SIJ fCLOSEr I ? r, o L, _ _ I - _ - GAS IGDII I I x 9TORACF KILLER r r 3 9 BENCH - A/C NC - DECORAEAM V U' a J'-0" J4) PI 6' r w _ ___ -- -_ ___ --- - _ o BEAM fiffi1 ee{D _- - ----- - ----- __ ___ 11Nba IF ROOF vu rv, Ill' HANDRAIL - ABOVI. ` _ _ __ _ ___� __ tl" BOW ARCH SOI fl"r tiUlf/I RO (+ / - rn --- MEI'I:IC F1'13 I-6" 1 6' - �A - " I - wl _ _ __ __ ., .[ ____ ,- .. - ________ 17�_�. CLOSEI'M"fERIDR BY RDI )� ItEFCR'I'06D1 (LsBPNE TOP CH 1 +ELI" r - I - I�� h 18 T OiiterUridge/Morgan,l,rchitechne MUD ROOM - II- 1'-m' O and Space Planning, LLC o e ------- '! 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LINE OF ROOF 1 • • • OI'J y it I ':(1,pnlHtR l� o,° 1 -Iv C 11 +R 1,") I - '� STONE) - Sn 'LOPE .9 - v-In '/-lu .m V CLIC ,\ c O O ;-m \_DOWNSPOUT A m T o BTHEISTONEON w Ir]I LAUsl"VhN i' A�,6 rn I 4•_6^ \ I ITYP) IN, I4") _ _ ___ n l w w I n 1 LB"PGR FT v-g I O w - IF '� -. URYIeR ss - OL 511E�yIr r. C SLAB -] N K _ /� �W!AUTO SHUTOFFNER // "I". Ic,^ a I ;P�, ,; .. I CON a P.It AI'ItCIN ---I- IINDIVIDUALLI'OPERAT"EDJ w e - T 3 11 J I '" 6'-9 LIo^ 8-I1 In, S.S S SDI h ii: 's J,n �� _ /• 1 _______________� IY SDI -r J -,r,._... BEALANO SIGNAIv!ffi: ,y 6�� 1 1-.O J-6 f� --- - � PULL DOWN ACCESS Fr - 6 B I (1 LINE GF _ L[CENSENO. G �SI o To AT SPACE = - - - 3 iAUCLI B SICIKI __ "_Ip, (�" I °'-Il" p Citi 1 J 0 J 3 COVERED S-IE� o SIII 0 LV Ill o" _ NYNU25567 ,.N J/8' TYPE X GWB Ia'GARAGE 4 6' LQ CQ _ ,, L=- _______� .4 (EL =1'-4") sIl GENTRY ) oA I P1' �_. 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FOOTING AS NOTED (3)s 5'.GRAVFI. � -- -- ___-- --- r� -----------------------------____ ___ __ - - = _ mN WALL 1 ---_ - _r-_ ---__ ___r _ _ _ _ - ___ _ CRAWL SPACE FLOOR DaswN. t __ -___ _____ -____ -____ __ I L I' CMU _ _ - - _ EL=-5'-7" An Y r - - - LME Ob CONT / IDN WALT - -- - -- - I'-0 8' 11 CONT CONC.FUO CMC b"CON( }IAB- 12"CMO F'DN WAIL CONIC 6(JOTING CEE3CRED 6 MPI.VnPUI:BARI2I F.12 AWO'P9M 5"rlv.vn. -- ISSUES: SLUING II� � - LEAD COALED III N9, ➢ATE. REI SIDING12 COPPERILASHING t �{ / SECOND FLOOR Y}yr I 10/0=l/02 REVISIONS 5/8"GWB PAINTED - 12 '� IIII I r EL =+11'-l" it I YVEK I LOUSE WRAP � 3F_ I SIDING I 2 10/10/02 REVISIONS PCR O/M= 2"a6"WALL STUDS / ��`� SI ATE ROOF ON I" > T"LAIR SFAGGER- II�� LEAD CCA CLD _ h !e,- - PROVIDEGENTLECURVL UI!l'WPGN _ 11[1 3 IWIT02 REVISIONS COPPER FLASHING- 1 i . L, o o ILADCOAI'LD II "� WP I, \-5„ -11_&1 1_BLOC6ING AS ItEQ'D = �\. - RI [tEMSC.AM(TYP.7 - - INSUIt-19LATION BATT ;y. COPPER � STARTER 4 12/13/02 REVISIONS INSULATION lfYYJ � Q I � -- CEONt I F'LASGIING `v 314" E V'r PLYWOOD -. 4"1 RIM AROUND - � ' / III i 01/30/03 REVISIONS BID 9LT 4"TRIM �� /_ 12 Fp I g, WINDOW �� - � ^"Ari".0 16 i LEAD COA ,D COI 11_R _11/4"- - 3 �— 6 02/14/03 FOR PERMIr - TYVILHUUSF. _ V �_ / =,c WRAP X \ .� �� - II N 7 03/06/03 REVISED FOR PLR EI IN FLASHG ) X 12"RAFTWi X - CEDAR 8 01/29/03 REVISIONS X X / Q 5" 1/'_ROI IND `� SIF'ob COPPER CUTTER _ WDW -,Z-'/- . . 5 \ \ J AS SPMBI I' Y 05/05/03 REVISIONS i'EI20/M INSUI. WOOD WINDOW (TYP) A-12 X / - WP _ . . 10 05/06/03 FOR PERMIT x -- I IUI2 RICAMf CLIP � ! CEDAR--- -- 11/2" 1-1/4" 11 06,01/04 FORPERMIT-RESUBMISSION 3 4' PI A W WI>—/ a Iv LINE OF EAVE — - - DETAIL @ WINDOW & DOOR y CEDAR - - mr ralM CTI 73i' 3141 TICK CEDALPASCIA 4 5 SCALE:I/2 I" HEAD-TYPICAL AROUND WINDOW �� W� 318" BEADED EDGE _ W"GPI 60 SQUASH \ - 1 I 1m 16"o/c BLOCK 3q^EXT SOFFIT � I 1 J �6 B'I'UU6 im J6 0° � � � `-, 31/2" _ - SIDING- .I 5/8"OWE PAINTED 5/9 CEDAR TRIM ASIDING !_ S]llINl1�, CEDAR 1/43 SIING a"WOOD7/8' -/8= BASEBOARD fYP)IYVI'K HOUSE WRAP It 38 BATT INSUL 1/2' GWH .mo ` -R-19 BATT (TYP ) I/2"exr PLvwOODMsuLAnoN(rm.) cGDNz-0"rINIs1-I FLUOR"�,IX II' fUGIIDITIliPI,AIIi TYVF.IC HOUSE WItAI' 'TYVEK HOUSE WRAP I/2"EXT PLYWOOD � �if1 4"1• 4"CLDAR W,BFADED IMUF S1LLPLAIELEAD COATED - WRAF' ALIGNED W/ �— 314"sun1LOOR % COPPER FLASNNG BOfTOMOFL"WOLM I'L4CEFIRSTFLOOR � % / w1sILLSEAL �._ EL.- 9'-5 ]/3"EL _ 0I0n (16'-7 ) 3 BATT LNSUL ulncKmG - l BREAK POINT N — — FOR FLAIR SIDING -- FASCIA BOARD I_FAD COATED = 0 i '` X m �- COPPERFLASHINC / 1( 16"°1c 9 (TYP,) CORNER DETAIL @ DETAIL @SECOND FLOOR x" % 117/E"TnI SMALLER BAY 3 SCALE 312"— I" BARGE BOARD (TYP") 3 CI VENT PARGING , � STONE BASE d Rs'wALLsruD _ _ s1DINa � .X _ _ I I I 51/2" _.-- 0 m T'YVEKHOUSE CLI)AIt 6IDIN6 3/4" //,' "•�; —BANGER I WRAP e n 111 u F R C s S C R E _� i,' /C./A % ' .—FLnsxlNc'IEan71TE swELD �!I I'2"EX1 Outerbudge/Morgan Architecture _ ;/ (%•:, ,. --PLYWOOD — �, _ - . _ _ _ _ and Space Planning,LLC - _ P B. -- � ////•/ . � ���ANCHOR Lf1TGALV hn 4W"oI, _ "' $/8•' � y vi - AND I-0 KRUM1ENDS Boo TAPE AND I ACI(I,P CONIIM II IIS i, ? x FLIT I'O _ _ -- - - -- e -- 10 Pmcemn Avenue,P O. Box 49.7, o/R IIiICK TYPE XOIPSLIM WALL I I -_ - _ GEN I LE FLAIR T / ' V / (2)S"CMU ITIN_ID CMII _ /I� �/ � ('--)8"CMU IDN-WALL � - - - - - - - - - - - Pho.w EGD9/+97 6900 TO UNDERSIDE OL CCII,ING III I BLOCKING -- 553 5 - J A, 609149'9909 1/4' �� � P. moo. mio alum,=]>url - Y� 1"z4"CEDAR W/ FIRST FLOOR ���iii IYVEx HCA EE � 01»� bna < ! k �I_ I BLADED BUHL N 1VRAP — i_ .. �,- __ R-19 BALL MsuL(rvP) - _ _ _ EL:�0'-0" /- / \ T �� FASCIA BOARD (EL -16'-7") 11/4" 2"x8"WOLM PLATE RV SILL SEAI - I - .( y } „ Gh.DNi WOOD BASE 0 .'� N WALL - - �� (6) 1_ CMU FD � I,PAD COATBD (" HOARD i - E COPPER FLASHING - GARAG Y 4 1K DUR-O-WALL 4"CONC STAB 7 7 SLOPE W/6x6/ 10GA � STONE BASE / K k� X va^PLRFf i GARAGEFLOOR� _ i-� 14 VERTICAL REBAR 24 ° _ 7 / __ EL. 1'-0" I � Y, -��,!'v�'' Y MATCHED TO THE FUUPMG '�` /�/ /.i i SruL.wn ataNATuxe- /\ DOWELS AND GROUTED li .� ' ' ] "� /. /;. ./ CEMENT PARGMG (EL.=1$� T1)_ RRR � Y LICENSENO �I, // / N.Y.#025567 �_X _I , ,�� �� - = DETAIL @ TYPICAL CORNER , - �. IIII AB LSH PRE SSU�RE -� ' bo WAfERPRUUFMG " / n/ / �� G°(1L I / -- I I I I I � I SCALE:1/2"= 1" SYSTEM _ A A / -I V ! A \ CRAWL SPACE 6Mfl.VAPOR HNt RILR c'GRAVEL � � �%. ' - SEDNAOUI RESIDENCE ,r >. "o ,I2 Gnlv srrrL ANcxox BOBr - _ BOND BRI;A,; I-y '/ " Fishers Island, NY n 4 0 olc AND 1-0 FROM ENDS . "a � T T� —4"GONG SLABW1REMF i (3)8"CMUFDN WALL --- / ! 777 6 MIL VAPOR BARRIRR )7 CRAWL SPACE FLOOR_, X �> k; ^ ' y SD G _ r (3) 12"cnnD FDN WALL EL. 51-7° (I F-W) / /Y/ ,�/� ✓ YSICM OFING BT TI E. A WATERPRO y I S 7 h4RPBARCON' IWREBAR IIESIa, t1 - n4 U UQ D 17 n(J LI LI N4 VISRIICA1.IiEBARlal 24 o/c MATCHED"IO _ _ A i6 o/c.AND6 s24 �II REBAR BOOK BASE aU BOO po "PEE FOOTING DOWELS ANDGROUTLD A r4 DOWELS tT 24 SHOE DETAILS (�11 / LU610°O OGG0 Go Ga �ooC�-l�� — �-IC ° 11/4" 3/4" o 1i )o i GRAVEL �-0 CONT CONC 1700 IIN(= - ° po��oOO a o �" Vo Q>o� N All C 3'-0Y' a �j --� `NH DATE. SHEET NU / \ 1'-0"6.1'-0"CONT CONC.I OOTJNG ^n ro e " I \ P�Q(�„p P I II - - 09/05/02 4"❑I4M PRIOTU131IC-GRAIN \ qq REHAR CON'1?.,F'=I REBAR PIES — — — — — — — — — — — — — " a,' a— \� — `C lTl rvc LIFE w1 F1L1 ER �O o, o / pl 3/4" 11/16" SCALE. FABRIC-DRAIN AWAY F12UM HUUSH I I a6"do AND Sial 4" #4 RCBAR AS NOTED �_ 4"DIAM PHIL-ORA ED I TOOK DOWELS=Fn bl"ac 1— PVC PIPE W/HI:I'Fit PA BR1C- 1 WALL SECTION - DETAIL Z WALL SECTION - DETAIL DRAM AWAY FROM HOUSE 9 TYPTCAL DETAIL 8 DETAIL @ 2- PIECE BASE ° A" SCALE: 1 1/2"=D-0o TYPICAL scALE: I 1/z^ = r 0- THRU GARAGE scA E I/z"= r' SCALE:1"=r' TYPICAL zD Wc® AWO/PSM ISSUES. NO ➢ATE, REMARK' I' I4 12-30 BATT INS 1 10/04+02 REVISIONS (TYP) 12 2 10/L0/02 REVISIONS PER CVM 13/4" 3 10+17/02 REVISIONS 4 12/13/02 REVISIONS i ' +�� - 3 01/27/03 REVISIONS SIA N I Op} ON I" v 4 LATHSIAGGLR- 1 11.11 L L CiF OV I" I J, L I I I,S 1.1GOER- / ) PROVIDI'.tri N LLI_CURVE BTWN / 412 & 12 [ FN LLI IN A tI WN fi 01/30/D3 REVISIONS BID SET 412 A. la,l_ 111.00K1NCASREQD wP r,, arml I3 BI UCICwr aS LLu'n /1.. 4'•5, R-30 HA F) _ ILISUL I'YL') 7 02/14/03 POR PERMIT _ - ,n - i� �� + ,4 swn � � .- ^ l PI i +w CROWN 8 03/06+03 REVISED FOR PERMIT 9 05/06103 FOR PERMIT LEAD COATED COPPE LEAD COATED COPPER X %•° 1 PLASl-IQ1G m IG"o/c � x X / FLASHING C _ -- / 10 06/01/OA FOR PERMIT-RESUBMISSION / O fPR X PCR �1 / 3 I/2 ROUND ?^X L' iM LER 5" 1/2 ROUND - ' - -- -- X18 RANI LR � -__ �4 COPPER GUT : _ � 4 OPPERGUT" E x W11 X 19"GlVll m GWB — X X BOARD Sf)I-CII - X I,,, I",orc. GO " - _- --— — --_ --_ — " c Iv ° 10 .. _ LINE or EAvr � IS . LINE OF SAVE 10. /161/4' - � 3'4" RLK 4CC CEDAR ASCICONT ALU RAVE CEDAR F ASCIAN 9" W/318"BEADRD EDGE x � 1 VENT W'1N.'ECT.SCREEN �W/3/8"BEADED \, A° EDGE ALL CLO' T&G READ BOARD SOI+PIT x x '^ WALL TRA4 \ - �— 94"CEDAR'LEM xx I� A ,14"cEDnliTRm, LINE � � w x l � w _ -L t- x � � HURRICANE CLIP-- x ill CEDAR SHINGLES R-I')BA f 1'RdS11L CEDAR SHINGLES ON LAIR 1}'p) / ON LATH LINE OF KNEE WALL 5/S`LIST PLYWOOD 5 ,9"CNI3 i; �l - � - - 'nvcfc House WIUP R-19 BATT INSUL A 19 YP.,I ' TYVEK HOUSE WRAP ' � YS" L^Xl.PLYWOOD Io 518"OWE 'I 2"X 6"WAIT,S PUD d 1A,o/u DETAIL — CORNICE (TYP.) 3 DETAIL @ 9" EAVE NOTE : 0 SCALs: r= r-a, SCALE: a/z' - r-o^ Z`YpjC�, PROVIDE SNOW & ICE SHETLD DETAIL a 12" EAVE m 6'-0" & STALL VALLEYS RIDGE && ��� RAKES 304 FELT ELSEWERE SCALE: 11/2"= 1 -a^ TYPICAL 4 5 Outerhridge/Morgan Architecture A-13 A_13 and Space Planning, LLC 10 P6,-.0 Av—,PO Box 427, -�' R-ky T ll,NJ 08553 "Vn^ WALI SCUDMAHOGANY SLAT CEDAR SHINGLES Phone,609/497-3900 1" ' \ I -^ - 6"we - �— ON i.A Pki N.:609/497-3909 5/4 _ E-vwil ,uLolnomivd,nel BUNCH \ 5 8" CAM -Ll'VDK HOUSE WRAP wmw mv.l rch ve, 4" 0" 4.. I 8 SII 1 3aI" 13/4" (TYP ) A-12 J WOIIDPOS'C --- - R-19 I EX BENCH + -- BENCH WOOD EAST W - v/B _ �— _ tiI IOI. MOIJ1 - n . 6 W1I1 STUDS 9 - --- 4" I INISII, i� ANY L i� -___I - 8 EXC. PLYWOOD * 31LOO[: _ _ (TY?) INBUL W 'IYVEK(TYP) S _ _ - 4' W()OD SLAV _ - -- - -- PosI SEALAND 510NATfIRR: TILES -g � " I S,4"SUB I7lIDR LEAD COATED COPPER LE]ENSENO' 344 GCMENPED0 _ MAHOGANY MAHOGANY - -(= R-I3HAl"I' INflUL II YP) - FLASHING WI HIM SEAM N.Y.N025561 5/e"GWI3 -- - -- - BOARD -\ _ FLOOR BOARD R-19INsu, (TYP] _ ,. .� �_ - - - - SECOND PROJECT. _� - ' ,' I,_ „ �,'e . , 'qv: r, EL.+ll'-I" 'I'- _� li - �� 1112"MunsL_T ��� _ _ -- _ °�", GARAGE - USEDNAOUI RESIDENCE I IISS - 1 1A R1M EOPE fi"CONCI2Nh BOARD 'lYi. VV l � /y1 1 �.� - _I_ - __ J� I Fishers Island, NY X1 v �� . 1 1/8" ERP'f 1 1 µI a CGNC SLAB y "� I 541 . ''.'�•, - _ - - - -- _ __- I 5/4" THK CEDAR BARGE 1' -III 6V,+ 10(IA CWBCOR - — NICF(C11 I -_ BOARD ON/CAP SHEET'tITLE' - ALIGNED W/ BOTTOM on o info OL' ;K _ _ W.A LI.lI21M(1 _ m oo o� C)c " °, I o ).,a[J aor O , L70 00 o L7 o/_I,., J ' +JO o CI fro C_o _ - ___ _ - _-__ _—_- _r _ - - OFLAVE (TYP.) �: -� L�°OC � oo OCO�� � O � O O � - I /, o I , v� I p nMLI.VAF•OI+ BARRIER U L 6"CONCRETE o � /-I'�-, L' [I�- n 0O � o I:-1`J HAT-I lNsul„ IA,1, 1 �' '�' � � DETAILS J 9;1 O 1V 2” CHIC BLUESIONE \ PITCIIAWAY rC �"��� ° r 5' GRAVEL N W . WATERPROOFING SYSTEM Y'GtAVRL8"CMU F5"GROVEL L 112 M11DS1 T / LHR HUL5'CONE PI I'CH AR+PTY 6 (TYP ) A-13 A-12 (TYP) DATE sxeerxo 09/05/02 5 DETAIL @ OUT DOOR SHOWER 4 DETAIL @ OUT DOOR SHOWER �/ DETAIL @ WALL SECTION s"�E SCALE: 1 1/2"= 1'-0" SCALE 1 1+2"= 1' -0" \/ SC—ALE 1 1/'_"- 1' -0" TYPICAL AS -ZDNOTA 13 DRAWN' _ z➢ CID cRED: AWO+PSM ISSUES: NO NATO REMARK 1 01/30/03 BID SET 2 02/14/03 FOR PERMIT 3 03106/03 REVISED FOR PERMIT 4 05/06/03 FOR PERMO 5 OniUl104 FOR PERMIT-RE9llBMt6910N INSUL DUURIINI'P 5/A" cb" TIi1M W/3/4" 13EAD MAI IUGANY CAP W/BLIND FASTI TIERS-PAINT IT MASTER BATHCEDAR SHINCI.FS UN 30"F FELT R �— &LA IFICE BIiLATJHIFR 5/S" Cil _ , , + + wAELsr — — _ - - - SEA 1FR()nrwGnNl �ar1Ll va EXT Pcvwoon + ONE as 1m 76 o/o R12 , m lb" ii RAF IFES 6" BASE BOARD(TYP ) R-19 BATT V HLK IPP WOOD DECK 1NSUI.(PYP)R IN EQUAL SIZE PALLE9 SR JJJ — A-12 RUUI SCUPPER 3!4 FINISH FLOOR (— -- - CEDAR SHINGLES ON / 6 (TYP _ _ _ -- LATTICE c ylAND1PNC SCAM I,bAD COA'PED Pol 3/4 SUB FLOOR ) - - -- - - — 3U#1 LL1'BREA T ER A-13 CONT FIBERGLASS DECK �� BREATHER FROM DUCK 'F SGA" x I; LEADER L W/CANT' I III V-6 (TYPO \ L_ __ �_ J BALCONY ROM DUCK 3 3/4'EXT I'I,YWOOD SLOPE p 2 l fu}_ 3/4"EXOVELI,IOOD R `, 1/8 PE12)T�_ _ 16 °!` W 1 SCCOND FLOOR a N ED ]1 7/S" '1.11350�l 16" G/c __ -'- _ - W/C \. nASHW PI.A'IT ON COPPER VL F. P[BERGLASS DECK - -- - - -_ '�I IILLW 1 S _' I I- G ANCHOR_A" o/c TO °° I". .0 13" do W/ _ � I, ROUND COPPIai ,. I . ' ;, IDC WN '1'UI ' ° / 2PT ANT IJP 1'�" ITYP) TAPER S Plil SOLID BLUCKINC' - IT 31/2" � 117,1 .-_. 1 _ !ON 11-1 1 CORNICE I � —L"f PX'C � _ -- 7" \ II DAR TILIM � (TYP) -I T 1 1T1� _ 5/S" GWB X1/4" ROUND CONTINUOUS �l�Tn 110'DIAD TRIM W/ 9 - - ,I II IIA" 12OLINU - alt r'o l2 u/c W/ WALT,TRIM ('EYP) ROUTED EDCBS{PA➢NT)� 'fN'I'.R I/S" PER F'C }" --•'��� CBn DIA JA-I/7" DIA a16' BUL s.; F'OR BEAM W/(71M REBAR'1'U '(• I a S PLI 11_IR 3/13"BEAD BOARD C'E1L1NG iR 1 3" -BACK PRIMED&(Pill �. I LEAD COATED COPPER —CAP FLASI-0NG(fYPJ I INSUL OUTSWING FRENCH DOOR , ' 7 W/CONCEALEDIIOLDOPF.NERe `Si(TYP.) �" 1 1 1" DIA 11OLUMN 1 FYIP ) = I 2 � I - I - �I 5/4" N6" CEDAR IRIM W/ lil j 4 �I 3/4"BEAD-PAINT) YP Outerhridge/Morgan Architecture - and Space Planning,LLC it .e R J . 11 I I I - 10 Pvlmerov Aoenue,P O.1ay+27, I / o I Rud: Hill,NJ 09553 P Loue.6U A Ti� I } I I nr 609/497-3909 E-mad iuloCn. l.nei I I i "I" - I°� wwm omasRnuc LIVING ROOM -- -- - - --- / -� I{- CEDAR WATER'I'ABLE ( � I I Id" FIBEKGLARS COLUMN- , - CU , ,SOLIDS WUN o SLIGHTLY CURVE SKIRT E'� -- .. S" BASFBOARD TYPJ I� _ _ BOARD 'f I �k 'I.OoUl" INCL a HOOK TU ( I J � L_ ISI 'd n 1, � � F'OU71NG F'INISU FLOOR CEDAR SHINGLES-6" EXPOSURE-(NATURAL) " I� 3/4"9UB FLOORSLOPE TT-Ir T ILCC() FINISHP) _ — � _ IIS ✓G�G� � I UI2rADI_ � I I (1'A[NT'1 I/S" PER E'I � II .) 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TII,F CAP-. � PRDNCf SEDNAOUI RESIDENCE � --PANEL AXIR� Fishers Island NY f LMIRItOR- LOWE MIR / - [:WB7 I20R , �'Tii.E m TII_ECM TILE -• 7 / I" HACK SPI ASII 3�4" 4'IONP BAc6 SPV1SII --� - -- - SHEETTITLE! L TILE 1 7 v STUNS T]IP WAINSCOT TILE WAMS F OTTILE i'4"TI1K SIGN] IOP - BATH 41 AND BATH #2 71 - \ nitAwllcN TOILETPAPE,R PLANS AND INTERIOR BARBARA BARRY BARBARA BARRY - ` SOAKING TUB 1 _ / SOAKING TOB \ Tub SHOWER ELEVATIONS _ 1 -TUB SHOWER / o' WnuD \ kAISED PANELS' 6"WOOD BARBAIA BARRY ILAISP,D PAN SLS PANTI BOOKS n" WOOD PANEL DCXAd REMl1VA13LE OATS: 9F®OT NO. I',nSf lllTl ISEDREMPANELS \ / BASE SOAKING IUB STONE 13r\S'T MITI TOILET PAPER- ATONE \ STONE- 09/04/02 SCALE A9 NOI ED BATH #2 ELEVATION � BATH #2 ELEVATION BATH #2 ELEVATION o scALE: vr = r-0" DRAxr: 5 BATH #2 ELEVATION 6 scALE. v2"= r -0• 7 scn>.E:TD2" F r-W' J t\ s�cALE: ZD A 19 amcm AWO/PSM ISSUES: NO DATE. REMARK, 1 01/30/03 REVISIONS BID SET 9 02/14/03 FOR PERMIT 3 05/06/03 FOR PERMIT 3 06/01/04 FOR PERMIT-RESUBMISSION ARCH A 2C1- — CROWN I I)'1' ) -- L7'caowN(rm 7 l \'P�o r LINE OFCROWN N r ABOVE 'v \ EQ Q STAINED WOOD qq TOP ABOVE 4"WOOD TRIM SHELI5911S \ / SHELVES " � 11_01 a'Y T 6 01 — - LINE OF J - \ / _ - —tr ARCH ABOVc V 2_I 1/2F1 �;',;;�7t �' FAMILY ROOM 0 _ STAIDED WOOD— OPEN - STAINED WOOD — _ - BEYOM) - -T TOP - GLY a a' o-PANEL/ - N10, R.�l. RELINE OF - - - ARCH ABOVE WOOD LWOOD PANEL PA IN'FEDLS"BASE(TYP) WUOD PANEL PANT17D LR"BASE ITYP) PANEL DOOR DOUR ELEVATION AT FAMILY ROOM r.-� ELEVATION AT FAMILY ROOM � ENTRY & PDR. ROOM PLANS G SCALE: 1/2"= 1'-O" _ `"r SCALE: 1/2"= 1'-0" 1 SCALE: 1/2"= 1'-0" 0 m Onterbtidge/Morgan Architects and Space Planners,LLC 10 Poen A PO Doe427, F R Jcy H11, NJ 08553 P IN PI 609/497-3900 PAIN TED WAINSCOI NG PAIN FED WAINSCOTING PAINTCD WANSCOTINC andy�, » ' .^Y I_'„3j 5 F' 609/49-11909 4”WOOD TRIM —RAISEDPANELSW' / RAISFDPANELSW/ — RAISCD PANELS W� ..L Irl- � � E V.mf Ca ch ner HIDDENOPERATIONAL HIDDEN OPERATIONAL I-HOORN OPERATIONAL 5 i Fes` wj�,' POWDER_ -ROOM —MIRROR Wi 2"e2"TILE SURROUND MIRROR W,'2"v2"TILE SURROUND MIRROR W/ X2" UN 7 h P _ SURROLI ➢ G A U H / o.r FAUCET ST TI IOMAS 1' S"SPREAD _ FAUCET ST.THOMAS FAUCET ST.THOMAS - - - 9"SPREAD LICENSENO: a_p \ � 9"SPREAD #025567 V ICOHLER 24 PEDESTAL r v / s PAINTED WAINSCOTING i ' W/V SPREAD(S"TAI FLY) r / ?Q 4 2" PROTECT. \ — RAISED PANEI S lV/ HID➢ENOPERAIZONAL iii -TOILET PAPER EDNAOUI RESIDENCE - -- KOHI FIt STATELI' S LLDNGAR Fishers Islancl, NY WOOD 6"WOOD -� 6"W0013 BASE(TYP) TOILET PAPER BAS UPI.R WOOD II' 1 L WS'HSfOt PRLAD(SIATFLYI —� L- AGF BELOW BASE(TYP.) I I:CI YP) ICOR II.ER24"PEDESTAL �� WCBASF TY P ) STORAGE h1AMl'S IED FAUCET W/ft"SPREAD.($I'A'I'ELY) I PAINTED WAINSCF R.1ISFD PANELSLSW W I IIDDIJN OPFRAI ZONAL � SNEET TITLE. FAMILY ROOM & 5 PDR. ROOM ELEVATION PDR. ROOM ELEVATION 7 PDR. ROOM ELEVATION Q PDR. ROOM ELEVATION POWDER ROOM SCALE. t/2"= 1'-0" ELEVATIONS ENTRY & PDR. ROOM PLANS SCALE: 1/2"=7'-0" DATE' SHEETNO 09/05/02 SCALE AS NOTED DRAW LD A-20 CRICKED. AWO/PSM ISSUES: / \ ARCH I2" CROWN —SPOTLIGHTING ARCH ARCH I"?" CROMIN SPOTLIGHTING N2 D1/10U3 ��03 ONS BID SET FERMII 3 03/06/03 REVISED FOR PERMIT DECORATIVE - -- n m PICTURE } 05/06/03 F'OR PERMIT 5 06/0IrOJ FOR YCRMIT-RRBUDMISSION 1 FF '] NO __WOOD PANELS / G (TYP) OPEN OPEN STONE TOP ` _ _ r� BEYOND BEYOND I � � le/4Q 6' RQ b" LUJ PT" F S" BASE(TYP ) WOOD PANELS / WOOD PANEL DOORS - S" BASE (TYP) S" BASE (TYP ) MAIN HALL ELEVATION re;'�MAIN HALL ELEVATION 1 0" —LINE OF CEILING a;ENTRY ARCH -7-SPOTLIGHTINGS 12" CROWN �SPOTLIGHT[NGS \ 12" CROWN / — - - ARCH 1 P 2N El Ii — _ I y � I — \ A-21 WOOD PANELS CUSTOM DOOR A SIDELIGHLS (TYP_) (HE ENDRKS WOOD WORKING) C (SEE SHOP FOR DETAIL) ,OPEN BEYOND Onterbridge/Morgan Architecfure and Space Planning,LLC LILL \ IO Poeccrou Avenn�,fl0 i2 Box 9, II[I0,NJ 08559 V� i, / �,, x Phnve.609/499-3900 Pas-609/i9i-3909 % � I / E-m"d. wfa�urnnmlxnet I \/� it .v,vw omncch nea TA" WOOD PANELS uls FOM uunR ti KSSIDI Wo ials BFYGND � W GO D PAINTED IIILNDRICIiS WOOD WORKM(3i � �h" BASE(TYP.) HIDDEN&ELE�V �8" BASE (TYP ) PANEL (TYP) (ars_snot FUR DETAIL MAIN HALATION /�MAIN HALL ELEVATION 3 SCALE1/2"= F-0" 1 A-22 —6"x8" DECORATIVE BEAM X10" CROWN S AND SIONAT _ LICCNSEND N.Y.#025569 PROI �---SPOTLIGHTINGS —BARREL CEILING SE E �... .ANTIQUE GLASS BENDHEIM \� ANTIQUE GLASS TION) IM \ - _ -- - --- DFishers Island, NY C (HEAVY RESTORATION) ` r-(HEAVY RESTORATION) v A � LME OF SHELF � \ \ '� BUILT-IN HALOGEN �� BUILT-IN HALOGEN ABOVE sxEErnTLe FIXTURE BEHIND OPEN _ ITOP FIXTURE BEHIND - � HELVES STAINEDWOODTOP BEYOND —STAINED WOOPANELED WALL a S MAINIIALLAND _ __ _ _- -LINE OF BA SE i I ju DINING ROOM ELEVATIONS EQ 5'-t" )„ WOOD PANEL DOORS \ \ / DATE. SHEETNO 09/05/02 / WOOD PANEL DOORS --8" BASE (TYP) BASE (TVP ) r WOOD PANEL DOORS SCALE AS NOTED BUILT—IN ELEVATION DINING ROOM 6 BUILT—IN SECTION SECTION — ELEVATION ° 5SCALE: 1/2"= 1'-0" �J SCALE: 1/2••= 1'_0'• ZD 0" ci@CKEII AWO:PSM ISSUES. NO DATE REMARK, 1 01/30/03 BID SET 2 02/14/03 FOR PFRMIT 3 03'06/03 REVISLD FOR PERMIT 'L _ 1 3REBAR � 1344"P:XILRIOR '\ 1034"PAPER CONC. FACE�� EXTERIOR - I-H 10 M INTERIOR - y 4 05/06/03 FOR PERMIT 2 ON IST TWO FROM FND _ VLISS WARS � - Enc119N1 - - -- --- --- - - - --= - - - CONNECTION_CTION SCHEDULE (SID1YSON S'IRONC - TIE; I100-999-5099) > 06/01/04 FOR PERMIT-RESUBMISSION O - � ' v10 EIIII IIIINLRP.ACII NIDD • ) Is SI ACING f - - - - - \❑ OIO\VEIL VBI11t C'1lNrvE01'ION C'ONIAIEN FS 3"x6" 12ECFSSNUI' -1 �- I '" DIA 90 KSI ROD - 134"x11718"MC o - I SIDE OFBOLI ��-3.J" UFA'I ED LA I'II RUUI SHI1IHM(i &IL'A[1_S o"� c FC11.LI"y8"ti4't-0'SHF,ETS STIED WALL BLUCKOUT FOR CORNER COIL LOOP INSLR IS ItA10 I I WALT SHEAT BIN(, NJ NAILS NAILER FIELD APPLIED I) 1"n-c A r MUD SILL FULL 4"x8"R 4"s4"SHEETS. I" DOW BLUE BOARD 6"ub ELSEWHERE NO 12"WIDE BAND STRIPS DETAIL OF RAFTER CONNECTION co caElE STUD AT FLOOR LINES �� BALCONY OF BEDROOM #2 SHEF�I RUCK 5d CI (1-ER NA11 S 7 dl SCALE-3/4"=1'-0" SCALE: 3/d"= L' -0" (VERICAL) — ;�t 113 RI BAR MIEU SIIL IU PBFIn�ti'I ' 01A BnLI IH'b� mh" 9 if M'rLRIOR FI)UNFJA IION WN I S I AP' 1 2"WHR 1 ROM ENDS - MIN HDGF DISTANCE S I LIDS I'"MUD SE I ESP I 8",,, AVG S I6" PLACE WHERE SHEATHING 1111"M CORNERS IS CONTINUOUS FLOORTOFLOOR SPUD IOSIUD LFIA Ih"u� AVO 4. 16' PLACE WHERE SHEATHING BUTT JOINT TO 900 OUTSIDE CORN I'NJ)FOX 11k 114 11W CORNERS IS CONTINUOUS FLOOR TOFLOOR 3 SCALE: 3/4"=1'-0" GABLFHILI_ I ST 115 a,o V IG' FM MI CORNERS RAI IFIl51U PLA I IHo In'oc 31 ' 1314"111x" CC18lCC5I4-S < ,9" DIA x@34"DIA, PI_ TUCOI LUL"I's 2"e fi"STUD WALL "x 6" STUD WALT, 5'8"c39,IG"WICB RAF TI N IURIDclI_11n1 E 13511^I, S UPFNFR EACH SIDE VERT&HORZ ANGLE "<10"UR I"' HI S£ 45' ANGLE,n,SILL L4"ISL �— II7/8"TP 35U � R)SIII 3 1 `0 L 1.350 L'S PI IO RIDGE U'45"ANGLE RIDGE , li51113� 2"x 6"STUD WALL 2"x 7sLUDL PL 11)PI AT ON ANGLE -1 REBAR IVER'UCALI 1 1 7 8".350 TA 10 TOO II I I !I / I/3"x 6•COE.BOLT 117.8"A3501311OHM ICI II -- r----< < "14"v31/2' 11/4",I17VTOBM IIII II DETAIL OF EXTERIOR BEARING WALL DETAIL OF INTERIOR BEARING WALL GL1` T'as"CLO 3OIsl 7. Im3 w / J SCALE: 3/4"= 1'-0" __ _ _ - _ uW3FTCR . ./� EALED PAT F vI"" '_]"<h" MSG N 3 REBAR ) LOOP EJSEIiS 'HT 7-03-'"+I'", ADD 1/2"FILLER BLUCBOARD p \t 3112 \1112 HI 46 TURN HORL LEG UNDER I"FIOLESTO PL "rOSILI_ SILL 131 V \ ^ '-\I," I))RICCI I' 5i1U-6` I l;3 kBdAR 1 3,4"EXTERIOR I • -8" C]G IUISI i S"'UI11 BOLT "'�G"SELL,WAIL CONIC FACE I CONCRET STUD fU RAI-F 1-P 1 RODEACH SIDE VAULT CLG R EMERIOR L OR I i4'SI 17 x"MC Ln v3 1 "'v • — lru ruMlcNv Ib"e66' s H11)wv.L ', �2" DIA.<6BOLT S 1 „y ' SPLATE 71/1'x12"PL. Outerhrid a/Mor an Archiec rure W/SILL SUAL COONIINBIIg; INIPRIOR:LALXCI85; HOI DIPAVCERPABRICATION and Space Planning, LLC CVI'FIRIOR RrA1NJFS,,Sr3W; 1}pLS16 IOPnncamn A—.,,PO Bos 437, 90- INSIDE CO R CONNEC S Rnd<y HA,NJ 08353 SCALE: 3/4"= P-O" PEO,re.609/497-3900 ,IJ'x u1rur —117/8"'1'.11390Fuc'609497-3909 E-6.1 . , on1 ioE \„rl 1-'IS"C'NIUTHIN WALL 1n'1111(1)4"S(EIDCMLI - ' X18"x05116" V / WPB 8FIFFNER EACH SIDE <1, , CONN -1 r r 11 38 161 L"CMU THIN WALL - " <,< 4, 4" LOLLYCOI (TYP) ANCHOR N "GALT STEEL AN " CH BUTT 4'-0" ANDD]'-0"FRDM ENDS 9FAI.AND SIGNAT[IRE' DETAIL OF EXTERIOR BEARING WALL ��DETAIL OF INTERIOR BEARING WALL LICENSE RP A� SCALE: 3/4"= I'-0" j J SCALE: 3/a"= 1'_0" N.Y.H 025567 PROJECT SEDNAOUI RESIDENCE �� (VER TICA u Fishers Island, NY C TE STUD I �P 3 REBAR I 5 •FXPEHOR I . BLOCK(IUT FOR G)RNEIt CONIC PACE J ' /�NAILER FIELD APPLED Ll"CMU FUN WALL — 4"LOLLY COL 1 YP IN I EI2IDR � L I I"DOW SFIL+ETTITLE RLUE BOARD A =u 4°CONO FLOOR 41 _ 4 OONO RLCi012 I" 1 OUu1IS WAI LPVC PIPE y.`r���✓} EXTERIOR \N.API\ 'I IN II.ILRFABRIC - - STRUCTURAL I'n)ilin'IIYURnIIVArI ^ e _ - - �G3RlNAR �BOL SHIs1`1 r1I. DETAILS o MA,NIMLW 1a 48 oc GATE exeeT No. 3' U" T W,2'-0"x I'-W 09/05/02 `coN'I conic F00'uNo �`0° `CONIC }'GOING 90° OUTSIDE CORNER CONNECTIONS 1 SCALE:3/4"= i'-0" SCALE AS NOTED A 23 DETAIL OF EXTERIOR O ATION WALL DETAIL OF INTERIOR FO ATI N WALL oR J SCALE' 3/4"= E-0" SCALE: 3/4"= l' -0" LD CIIECI®: AWO/PSM ISSUES: NO, DATE RP.MARR', 1 1/11 J)2 REVISIONS _ _ - ---- _—_---------_—----------—_______- --------- _ _ 2 01/30/03 REVISIONS BID SLI' ri — -- -------- 3 02/14/0.3 FOR PERMIT .! 02TI REVISIONS 5 02)27/03 REVISIONS •? q o o __ _ -- T RIM(TYP.) �(�) �L � 4"TRIM(TYPJ 6 03/06/03 REVISED FOR PERMIT I 4°T 4" _ 0 h 4^TRIM(TYr) o d � i i 4°TRIM(TYPJ ' .- ,. ! a^ITtIM(TYPJ i I 6g -^ � r _ _ _ 7 04/29/03 RGVISIONS -- --- \ }= . — —V 8 05,05/p3 REVISIONS JE 7F :1E IF \ / PLl'ED - ____ FIXED FIXED D/R _,: _ FD -- — _ -----� ' -- --------------------- —� o5/ae/o3 FOR PERMIT 3_p' �i -__—_'-6•._ —_ —'. RO-______ 2.� 2'_6" - 2" \R(2) 2 r �I 2'-10'• 0.-10•• 2• 2. 6•. 2.. 2. 5._p.. 2•• 2' __ .;' - - - R.O _ 2'-10�� 2•, m_10.� 2� IU 06/01/04 FOR PERMIT-RESUBMISSION 11,2'-Ip.. 4_4.• R.O 8'-2.• - IT Ito . R O C-ELEVATION W-3 A-ELEVATION W-1 R-ELEVATION W12 1-REQUIRED D-ELEVATION W4 E-ELEVATION W-5 E-ELEVATION R'-6 9-REQUIRED 1-REQUIRED 2-REQUIRED I-REQUIRED I -REQUIRED ry _ —______1 I iI E1_ \ _ L_ — 6"TRIM - P81/2" r-n/a.' / \. r-51/2° 4^TRmI(T'YP) i /i a'.rluM(rrel _ - -, W.P. W P _ \ Fid r 4"TRIM('I YP.) F XED TEI �� - \ 4 TRIM lrrn) F XED FIXED j -- m FD[ED FD D �+ j L �F = - LI v I� z Z2 ' 3'-41/2 p 3'-0_I/2• z•. T 2'-03/4'113/4" -0 / 2 '-1 /2"32. 1 . � RRORO! RORA). - RO R.O. L-ELEVATION W-12 G-ELEVATION W-7 $-ELEVATION W-8 I-ELEVATION W-9 J-ELEVATION W-10 K-ELEVATION W-11 v REQUIREDM-ELEVATION W-13 .I 4-REQUIRED 1-REQUIRED 10-REQUIRED 6-REQUIRED 6-REQUIRED 2-REQUIRED 0 Outerbridge/Morgan Alchitecture and Space Planning,LLC 10 R tTcetvn Avenue,P O Boz 427, PLaue 609/4923900 -` WINDOW SCHEDULE - ALL FLOORS NATURAL LIGHTING AND VENTILATION SCHEDULE- ALL FLOORS F,..'60934923909 FLOORARI/A NAIL RAL LIGHTING NATURALVRNI'ILA'PION W�ow.n mn�rE veI —_- O w Z N ROOM N-IME AREA .AREA � d j •\ [�-_' r r✓.; w 1' I LNIRY 17093 ILO 164 _ 4 TRIM(TOOT) v d V U C7 a ROW 1)] RR,OM 2935 160 161 _ ma 4"TRIM(TYP) I „{".5'2)1" Dlll A 7 3 CLUSEf 3825 123 123 2 sW \ 3'-8" 1'IXIDWINDOWS B I INTPRIOR WINDOW 4 HAI.I 1431u A NA \ / 1 ry - IJIA CIItCI I1 WINDOW L` PIXCDLNII SEAt AMJ SIGNAT �$ 3 `-S" S LIVINS' ROOIM J41a 30i 271 (1)FIXF11 UNIT LICENSENI -- - - n DINING RIVIRI 27925 874 497 N.Y N 025567 FI - 4 l0"5,5'-0" 131 WINDOW IMUS D _ [2)OPENMG UNITS 2• 3'_p^ 2" 2: TA FT 2" 5 S-O 7 SDIRAOF ^_200 MA NSA vaoIDCe. _ hIYPD WINDOW F 1 3'-0" 3'-2" (2)1 l_NIi1)UNITS S 61ICIIEN 25782 210 105 R O. _ 7 "a5'-(I" 141 WINDOW UNITS P (21 OPENINO I INNS _ _ _ R.O fi II'-l0 v MIJD ItiIOM 205 Ob 134 13.9 pI� 1�� ,I STI N-ELEVATION W-14 O-ELEVATION W-15 T-IIl"�8'-0" ILKI_U WINDOWS O 4 TGMP OL;DNAOU2 IU IAMII_V ROIM 381 G1 2)918 2yq 2-REQUIRED I-REQUIRED g a'_S^.8'�^ CUINEUWINDOWS H I CUSIONIUPLNINOUNI'I' RESIDENCE II Bid AKFASutnuNI M25 8819 504 T' ,.7 �T 9 1,B", I'-8" AWN 1 10 12 GARAGE 66700 N N l']ShPiTS Island, IVY 10 -"1N• 11, DID J 6 - Ii SFAIR 4`l 00 NSA NIA II _'-6"vT6' AWN K 6 _ `S -----_- 12 i,=11"5,8'-0" fIXFD WINlX1W8 L 2 TEMP CASED FO BE ONE I MI ON SITE 37, 50 NA NA 14 SlAllt lfALl 11944 SHEETUT F ILMI tihC11NIl Ll 3'30 13 3=6"DIA CIRCLE WMDOW M 2 HORIZUN'I Al,MING MG - - \ OPEWINNING IKEAWNrNC IL BLl1RUUM 'I 3^358 93 49 71 17 BPDI200M V' 35,0 UD 220 15 j '.� 12) 3=U"�5'-2" D'll N 2 CURVED WINDIIW -� --�. P17' OPENIND18 BAllllt(H1NI ' I nl5p 35 1.819 BAlI1RIUb1 (.411R 130 67WINDOWS . ' 7"c V-0" OPENING P 5 20 HEDROOM-3 2SI 25 1, 1 I2ISCHEDULE \ 5'-0"5,2)'3" OPENING Q L IF-MP 'I SIIIIJI" 16800 179 89 OPENING R '- 2' MA E I F R PI DRO 311474 24 222)2 M �3 A81 Eli BA A IiIUJUM '_0u 7'' 1411 20.83 / DATE SFRETNO IT a MAS ER CL11SIiT 51 UU N'A N/A 09/03/02 J 1'-7 1/2" 1.:.2" 2I' S'-0" 2" Eli 2" SCALE. GENERAL NOTES: 5-4T__ AS NOTED P-111/2" R.O R.O. l)PROVIDE TEMPERED GLASS AT EXTERIOR AND LAMINATED R.O. GLASS AT EVTE,RIOR OF EACFI UNIT TO MEET NEW YORK STATE Q-ELEVATION W-17 R-ELEVATION W-18 CODE REGULATIONS TO COASTAL APPLICATIONS CERTIFIED zD P-ELEVATION W-16 I-REQUDRED 2-REQUIRED BY WDM A TO L E V F IS THAT MEET THE N EW YORIC STATE CODE 5-REQUIRED CI[ECISEO AWO/PSM ISSUES: EXTERIORVIEW EXTERIOR DOOR SCHEDULE - ALL FLOORS z z 1 II/11/02 REVISIONS 01/30/03 EXTERIORVW EXTERIORVIEW _ ___ p ' H IEJ C z 3 02/14,03 FOR 1't'ORMI'f BID PET _ ____ r 1 O ' L \ A O m v C s J 1 I � 4 03/06/03 REVISED FOR PERMIT I i'-(i"3 9'-0" A 34" WD 1 - A ] III CUSTOM DOOR&SIDELIGHT S - (SEE SHOP DWG HENDRICKS WOOD WORKINGS) 5 05/06/03 FOR PERMIT B ' S•-0" 1 1 1 WD LV 11 111 - - } _ III6 0601/0-I FORPERMI'1'-RESUBMISSION 4"TRIM(, PYP) 4'-S',9'0" C 1 3R" W D l ^_A J I 4"TRIM(TVP) �• 4 1'-6"v8'-0" D 134" WE - 3A H HI SHOWER DOOICSLAT STR CUS"IOM DOOR& SIDELIGH'L'8 3'-6',T-O" F 1 34" lVD ] - A .II III (SCI;SHOP OWE HENDRICKS WOOD WORKINGS) ==xJ 6 ,•.10"16-8" F 134" WD 1 - A II H1 7 i'-0"c('-8" (; 114, WD L ,VL/ GI R'-4"e 8'41" H 1 3/4" WD 2 - _ _ _ GARAGE DOOR INTERIOR DOOR SCHEDULE - ALL FLOORS P/ _ L, N ' 1._3.. 2'1 3._6•• Imp V-Y Zz RO. 6 W. C O C B-ELEVATION D-2 C-ELEVATION D-3 C A-ELEVATION D-1 B S ^ 1-REQUIRED 5-REQUIRED ]-REQURRED 8 P-10"36'-8" A 134" WD 8 P 1- 12 if, 34118 MEIAL CLAD 9 S-t".6-1` A 1 14" WD I P I- J2 I C EXTERIORVIEW A 13 4" WE 9 P I E 12 _ II 5'-0"<6-8" _'A 134" WD _ 1, 21' L" IL N 3'-N"¢6'-9" 'A III, WD _ P 'b 1_ H2 EXTERIOR VIEW /i \ Ii 5'-1"e3'-6" 'A 13,4" WD 1 P 21 .P_ IL ACCESS 90 CRAWL.SPACE \�\\ EXTERIOR VIEW oo _ I4 F(1"�('-8" '.1 13-0' W❑ 1 1' 11 11 IL^ ----\ 13 Y-2 x eYfi" 2A 17.4• WD I It, 2'-8"13'-n" A 11.1" WD 1 P .p I❑ AILCCSS TO CRAWL SPACE \ / 17 2_10..36._8,• B 13,4" WD 1 1, O R FD N IV 3'S)•'3t' WD I P (} L' FC 3'.• / \ _ W❑ 1 P '_F 1^_ ]E HIDDEN OANEL DOORS AT ENTRY HAIL L8 'fi"3 6'-8" H I J [Eol ( ) TRIM(TYP.) _ I I I - �, aT \ DOOR SCHEDULE KEY 6"TRIM TYP - — a^TRIM(TYP.) k d - 1 DOORTYPE ARE SHOWN ON DRAWING 4 A-25/3 04 / • \ 3 FRAME ELEVATIONS ARE SHOWN ON DRAWING 4 A-25/a — 2 FRAME HEADS &IAMBS ARE SHOWN ON DRAWING t, A-?�l I, ,. 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II ELECTRICAL BASEMENT FLOOR PLAN ;. - SOALI3J/4" l' 0" yr.4 t" -- 1 SEDNAOLJI . , 1 I i II i 11 -------------------------------- ------------J LEGEND: SIDENCE DUPLEX OUTLET MOUNTED @ 12" U.O.N. 1''151121'$ Island, NY II I I I i I PHONE/DATA I I I I LIGHT FIXTURE (CEILING) SHEITTn6E: �T} LIGHT PIXTURE (WALL) r RECESSED LIGHT ELECTRICAL I ; BASEMENT III III d ' WATER-PROOF RECESSED LIGHT FIXTURE FLOOR PLAN _ -_____ AV RATED FOR APPLICATION OVER TUB OR SHOWER I I I 1 SWITCH GATE. SHEETNO CABLE/TV 10/10/02 SCALE' s ) HARDWIRED SMOKE DETECTOR AS NOTED SURFACE MTD FLUORESCENT 12'x4' on wNE - 1 CNIA CARBON MONOXIDE ALARM oM ca cIum AWUPSM ISSUES. NO DATE: RLMARK'. 1 10,04/02 REVISIONS 1'x12" EFIT02 REVISIONS 3 120,,02 REVISIONS PER O/M F____________________________ - - ----- -------__----____ ___ .� ---_ 4 12/13/02 REVISIONS ____________ 2" _ O1'3U104 REVISIONS BID EFT 3 1/2" _ ________________ ____—____________ G 02/04103 REVISIONS I I I I I I I I I I I 1 I I I I I I I I I I I I I I 7 02/14/93 FOR PERMIT I I I I I 1 I I I I I I I I I EQ T 1 8 03,06/03 REVISED FOR PERMIT 2 DETAIL AT PORCH SOFFIT lV 11 I I I I I I I I I I I I SCALE: 1 1/2"= V-0" ? 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IU4P IIIL3 (fYP l \B 4---J RFCPSS LT I IN'r 1 SEALAND SIGNATURE ��O ATTICSPACE ! -_ �l' "15`3, S:IL;p`✓,1” ' S4 , "=1' AR ''- '` CENT REhD nN PANEL I _______ ___________% _� I' LICENSE NO: Y 1 re N .fl 025567 / ^T ALE= ' GARAGE ELECTRICAL FIRST FLOOR PLAN PROJEU NHT - S J ' T SCALE: ]/$"=J' -0" _COVERED w,� _________1 h ENTRY ' S " ----- -------------------- LEGEND: SCDNAOiII 1 I - - 111i o'IDNI- RESIDENCE U; WAnc -7 —LUL DI QUAD I I 4 Fishers Island NY -- - I r-- � onnncE9uonor R 1 (EL =-I'4") � DUPLEX OUTLET MOUNTED @ L" U.O.N \N aOrV SHVLI IFF ' - I I i-il it lllu iR LIIXiII11G OMGIVIrIL'ALLI' 1 I GFuuTwr 1 PHONE/DA'T'A L----u LINE OC BAI CONY J ABOVE SHEET TCCL[ LIGHT FIXTURE (CEILING) I � li I - - LIGHT FIXTURE (WALL) ELECTRICAL --- --- ----------------- FIRST FLOOR 1 cE �_ EOLi LIGHT FL FJ, PLAN WATER-PROOF RECESSED LIGHT FIXTURE WP RATED FOR APPLICATION OVER TUB OR SHOWER 11 ,-F _________________________________________________J SWITCH DATE: SHEETNO * m,04/az CABLE/TV SCALE NOTE- REFER TO SPYGLASS LAYOUT' FOR til ) HARDWIRED SMOKE DETECTOR ASNOIED ELECTRICAL, REQUIREMENT AT KITCHEN Dol E 2 KITCHEN,,,," , � FAN/LIGHT - EXHAUST TO EXTERIOR ZD SURFACE MTD FLUORESCENT 12"s4' cI¢cKRD AW1"ISM ISSUES: No DATE. REMARK' 1 10,04/02 REVISIONS 2 10/17/02 REVISIONS ------1J____I___________ _____L1__________ —! __— _ _L1_ ____— �-�-_L'___——____________ -- +�L — / 3 01/30/03 REVISIONS 31D SET Ot 4 02/04/03 REVISIONS I 5 02%14/03 FOR PERMIT II IIS ' II I I I 6 03/06/03 REVISED FOR PERMIT I II II II II I II I 1 7 05/05/03 REVISIONS PER O/M I I 1 I III S 05,0603 FOR PERMIT - sr.naCE mNArc v g 06/01/04 FOR PERMIT- ___ , srnncn And 4nr - ----_- RESUBMISSION - _- a ' ...-- I� '77 ' 1 II I MASTER BEDROOM I I VI i. BALCONY RUDI_ BALCONY - DECORAII - T OPF BEAMS f, SOFT ARC OARIIFL - F I iS? �j _ _L_ FLAT _ IAS I¢ T 1 --' r FLAP } — - —— -- - ' I I I I y I I� ✓4c\=qq CLC 0 wn n'c r u , I .0 ROOF R- ooN-", �I - __ Fr +�l I I �I i � - - ;J' [3ull ri F-I I SLOPE SCOPIC. II i J I I I � m _ ry ' L-I / 'CI. SEI Ti1 Sv i ,v ry, �. -, -'=FVuE a+a; '� D.'+ ' „I LARRI'L VAULT I _ II I J MASTER BATH I 1 IA cRv r' x '11 3.1T ryN }� 51, IIIITM I j DN BF]DROOM#S MASTER W DNI / F - - �' .+ v<F. -1- ',r, + ,.,;/ - - 41 -LCI CMA yml: IF 11 l __— ___— 1� _ — - - STUDY D 11 t�� —1 r 1 F �r ry u� ,' i Ohl 1 1_ 1 I (t S; I I �— STAIR c?v i \� SD - - — - - - ALC P.STO — — ATTIC N'ACI, I 1V I II I HALL -------Y eD1 - I }-� •t,r i. /..�.,_,:I - ^ \ ? �' r r �� oo BATH#1 - r i, �\ Outerbridge/Morgan Architecture / __ _—_- 1 s lil ICT m and Space Panning, LLC _ _____- _ ____ BATH#2n o O BEDRCSOM #1 \ y_ .,, }'? I0 Pmucoan Avenue.P O 13ux 427, Radc IT,M 08553 I` t I 'iii 11h.,,,11h.,,,H601/4973900 rn cC v+ i I INtN _ _ I Pv 609/497 3909 CLOSL'I Q9 - ., Dmvw\v anmcch'Igl el f' �� 0 uU�nln�dvn L _ Y' !T f' ----------- pcl y'n ,- -_ — ------ -- w�. — II �---------- 1 siX', I I I r TTI I - 1 I I I ��tl' Lam— M -___.li _ I ✓� ' 1 I I ptA � II I I I —TRAY Ih�hILMG _ I I I I I I I I \ �+I I $SALAMI EIONAIf1RE. (' 025567 � ROOP li r, N.Y.N ii BEDROOM 92 { LICENSEN0. -4 + —, .1-. s�OPE 6Loc'E O - I �L:C:w�-6mm^n�urh ----- BA L :ONY t ELECTRICAL SECOND FLOOR PLAN SEDNAOUI $CALF: I/,,,,- ,,_N,. RESIDENCE I — I I I LEGEND: Fishers Island, NY li ( D LI PL EX OUTLET MOUNTED (4) IT' U O N. PHONE(DATA SHCE'f TITLE. I I LIGHT FILATURE(CEILING) GENERAL NOTES: w a - _ - LIGHT FIXTURE(WALL) ELECTRICAL 1) PROVIDE SURFACE MOUNTED FLUORESCENT FLRTURE SECOND FLOOR RECESSED LIGHT AT CLOSETS TYPICAL Y ,f PLAN T T W A'I'L'R-PROOF RECESSED LIGHT FIXTURE ------------------------------------------------------ __ -------- WP RATED FOR APPLICATION OVER TUB OR SHOWER SWITCH DATE SkIDHTNO $ A04/02 GA BLE/T�/ SCALE' (s[il HARDWIRED SMOKE DETECTOR AS NOT O EGRESS WINDOW DRAWN 3 zn CM.S CARBO N MONOXIDE ALARM cI¢cKHD: AWOTSM