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27019-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30179 Date: 05/12/04 THIS CERTIFIES that the building NEW DWELLING Location of Property: CRESCENT AVE FISHERS ISLAND (HOUSE NO.) (STREET) (HAMLET) County Tax Map No_ 473889 Section 6 Block 1 Lot 4 .3 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER .18, 2000 pursuant to which Building Permit No. 27019-Z dated JANUARY 18, 2001 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH SECOND STORY BALCONY, SCREENED PORCH, DECK, COVERED PORCH AS APPLIED FOR. The certificate is issued to LAWRENCE G CREEL & WF (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-00-0255 04/15/04 ELECTRICAL CERTIFICATE NO. 1195199 03/09/04 PLUMBERS CERTIFICATION DATED 06/19/03 TOM RAVING Au h riz Sig ture Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 27019 Z Date JANUARY 18, 2001 Permission is hereby granted to: LAWRENCE G CREEL &' WF 155 E. 72ND ST NEW YORK,NY 10021 for NEW CONSTRUCTION OF A 3 BEDROOM 1 FAMILY DWELLING AS APPLIED FOR W/TRUSTEE & DEC APPROVALS . $100. 00 FLOOD PERMIT FEE INCLUDED. at premises located at CRESCENT AVE FISHERS ISLAND County Tax Map No. 473889 Section 006 Block 0001 Lot No. 004 . 003 pursuant to application dated DECEMBER 18, 2000 and approved by the Building Inspector. Fee $ 1, 471 . 00 Authorized Signature ORIGINAL Rev. 2/19/98 Form No 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT v TOWN HALL 765-1802 ' 'APPLICATION FOR.CERTIFICATE OF OCCUPANCY -- A. Th-i&-application must bq filled in by typewriter OR,ink and submitted to the building inspector with the fo31-t�wing: for new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, ,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form) . 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. . Submit Planning Board Approval of completed site plan requirements. 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 $25100, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $5.00 over 5 years - $10.00 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date . . . . . . . . .APRIL 28, 2004. . . . . . . . . . . . . . . . New Construction. .. . . . . . . . Old Or Pre-existing Building. . . . . . . . . . . . . . . . . TLocation of Pro^er* CRESCENT Al ENLFR e T TSHERS ISLAND, NY * ' r _y.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . House No. Street Hamlet Onwer or Owners of Property. . . . LAWRENCE .G:. .CREEL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . 43 County Tax Map No 1000,Section. . . . . . . . . . . . .Block. . . . �. . . . . . . . . . .Lot. . . . .. . . . . . . . . . . . . . . . . Subdivision. . . . . . . .. . . .. . . . . . . . . . . .. . . . . . . . . . . .Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . . . 27019-2 1/18/01 RINLIN DESIGN PermitNo. . . . . . . . . . . . . . . .Date Of Permit. . . . . . . . . . . . . . . .Applicant. . . . . . . . . . . . . . . . . . . . . . . . . . . . . TTACHED Health Dept. Approval...A. . . . . . . . . . . . . . . . . . . . . . .Underwriters Approval. . . ATTACHE,. . . . . .HED Planning Board Approval. .. . N/A. . . . . . . . . . . . . . . . Request for: Temporary Certificate. . . . . . .. . . . Fin 'Certiccaatcee..�. .,Xe . . . .y. Fee Submitted: $. . . 2 . . . .5. . . . . . . . . . . . . . . . . . . . . D �a�z�`a�Btom? . .� ( � � Uhl . . . . . . . . .. . . . . . . . . . . . APPLICANT TEL.765-1802 Four TOWN OF SOUTHOLD �< OFFICE OF BUILDING INSPECTOR ® m P.O. BOX 728 TOWN BALL SO TTTHOLD, N.Y. 11971 C E R T I F I C A T I O N Date VI—/-fz0--3 Building Permit No. $'2 27 C 17 -- Owner IA please print) Plumber el�, c, t` -� (please print) I certify that the solder used in the water supply system contains less than 2110 of 1% lead. (plumber's signature) sworn to before me this day of 063r� _ Notary Public Notary Public, County VERONICA HAMILTON NOTARY PUBLIC STATE OF NEW YORK NO-01 HA6067785 QUALIFIED IN SUFFOLK CC)U TERM EXPIRES... /r,?-1i -71 L9 0 rJ�rJrJrPrP�nrlJrJrJ�r�r_drJrJ�rJc!?r rrr?Jr1'rJ�rJrJcPrssr3t@PrJ�r�PrrrJ�rJal�rJrJPEJ arJPrJ�rSr�rJ�r�r�r�rJ�rJp Pr Pr rrrrr PLjr3 Jr nrJ'r nrfc CPrr PCC Im BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD F FIRE UNDERWRITERS SBUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 1003 CERTIFIES THAT Upon the application of upon premises owned by WALL ROBERT E. LAWRENCE CREEL 11 ALPINE AVENUE NORTH HILL ROAD FISHERS ISLAND, NY 06390, FISHERS ISLAND, NY 06390 Located at NORTH HILL ROAD FISHERS ISLAND, NY 06390 Application Number: 1195199 Certificate Number: 1195199 r� Section: Block: Lot: Building Permit: BDC: nsl1 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: d Basement,First Floor,Second Floor,Outside, was inspected in accordance with the National Electrical Code and the detail of the installation,as set forth below,was found to be in compliance therewith on the 9th Day of March,2004. 5 I Name QTY Rate Rating Circuit Type I Appliances and Accessories Furnace 1 0 Oil S Dish Washer 1 0 1.2 KW Disposal 1 0 1 H.P. Exhaust Fan 4 0 F.H.P. p Waring and Devices % ! Receptacle 75 0 General Repose ra Switch - 64 0 General Purpose Fixture 62 0 Incandescent HE Fixture 4 0 Fluorescent .. Receptacle 1 0 20 amp Laundry Receptacle 1 0 30 amp . .Dryer Receptacle 13 0 GFCI Service ' 1 Phase 3W Service Rating 200 Amperes Service Disconnect: 1 200 eb Meters: 1 seal LU' 1 of 1 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. � [JaCf[.I�C.I�C.frSClea[d]ePLf�r�.icl�[P[!'a[J�C.f7C.l?[.17rSrP[1�[S7[.11��el'[J7e9'o[SCSC.fC.[�Pr.Pyr_rrJJ�[_r]r�r�el-]r.f][J7C7.n[.I[.fa[J7JrfrJ�[11?r3[.I,r�[l3[.rrJ�r.r1[.ffG�Sr_i7[_fr_r3r_r7CJ7J?raLfJ � 05/18/2004 10:10 FAX 831788 7798" FT.LEL,,MNE X002 FIELD IMSP£CTION REPORT --DAT�E= TS FOCEP7DATI®Ed ( EST) � s ' MATIOHUND) II H [n __a _pL—� a '. • - �� if All" ROUGZ FRAME PLUM A (�, Inc yyyyyy: ___ I��Ii fy I INS TION PER M- Y- STATE ENERGY I CODE ifH 11 IIII 0 FaFFATif (� -- m_ ADDITIM&L C S: I [� 6 w P.O.H.P. BROOM - HOUSEWMGHT, MC. BOX 70- 162 FERRY RD. HADLYME,CT 06439 (860)526-9836 FAX (860)526-2647 TO: Southold Build. Deft - Connie FROM: Toxaga Broom DATE: 5/6/0 . Creel — C of 0 ®mm0¢16mmH®m¢m¢m¢mm®mmmm¢m0®mm0¢m0m®®®mm®®®m®mm¢¢mm0®¢mm¢mmmm®®®¢mmm¢m¢m¢fl No. OF PAGES (INCLUDING THIS PAGE) 1 PLY REQUESTED NO REPLY REQUESTED ¢¢mmm¢mm®mmm¢mm¢m¢¢mmmmmmmmmmm¢mmmmm¢¢¢mm•mmmmmmm¢mmmmmmmm¢msmm¢¢¢mmmmmme. SSAGE Connie, Thanks for your phone call regarding the absence of the reference number on the Health Dept. approval stamp. Enclosed you will find a stamped and reference numbered site pian. I hope this completes the process . Any questions please feel free to give me a call. I want to thank the Southold Building Department for being responsive and communicative regarding minor glitches in the permitting process and generally helping the process along. This is particularly helpful to those who do business on Fishers Island and are not located near Southold. Thank you. Anthony roan VQg H.P.BROOM-HOUSEWRIGHT,INC. P.O.BOX 70- 162 FERRY RD. HADLYME,CT 06439 (860)526-9836 FAX (860)526-2647 LETTER OF TRWcMTTAL Date: 4/28/04 To: TOWN OF SOUTHOLD BUILDING INSPECTOR P. O. BOX 728 TOWN HALL SOUTHOLD, NY 11971 .....BUB&DING.. T 0`'..27019 ATT: Re: CREEL RESIDENCE FISHERS ISLAND, N.Y. WE ARE SENDING YOU X Attached _ Under seperate cover via the following items: _ Shop Drawings _ Prints Plans _ Samples _Specifications Copy of Letter _ Change Order _ Other Copies Date No. Description 1 4/28/04 Application for Cert. of Occupanc 3 7/5/03 As-Built Site Plan 1 3/9/04 Cert. Of Compliance N Y Brd. Of Fire Underwriters 1 4/15/04 Health Dept. Approved Septic &Site Plan 1 6/19/03 Lead Free Solder Certificate 1 Check #12930 in the amount of $25.00 THESE ARE SUBMITTED as checked below: — For approval _ Approved as submitted , Resubmit_ copies for Approval X For your use _ Approved as noted _ Submit _ copies for Distrib. As requested _ Returned for corrections _ Return_ corrected prints For review and comment FOR RIDS DUB PRINTS RETURNED AFTER LOAN TO US RFA-=XS: ENCLOSED YOU WILL FIND THE DOCUMENTS LISTED ABOVE TO SUPPORT THE REQUIREMENTS FOR A CERTIFICATE OF OCCUPANCY. SHOULDTHERE BE ANY QUESTIONS PLEASE DO NOT HESITATE TO CALL H.P. BROOM-HOUSEWRIGHT, INC. , AT 860-526-9836. THANK YOU, ANTHONY OM OM SOUTHOLD TOWN PLANNING BORRD FAX NO. a 631 7653136 Jae,, 18 2601 09 44HM P1 Ahl'lL.1Gl6 1 1f JIv s -GOWN olt SOUTHOLD- r!L,00 3I'LAJN DEV I-OI'MEN'f ntmiT A.I'PL,ICA." 10N Tltis form is to be filled out in dupiaCa4e. aZ=Qv l; cF wd� PR�vlsl l� t�APP lcr.r fn ��sa ana i�te L No work array start until a permit is issued. 2 Tmme pernak may be-revoked if any false stat=cets are made here- 3. If revoked, all work must cczSc until permit is re-issued- a, Development shall not be used or occupied until a Ccr,i_r:eate of Compliance is issued. S. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby iotormed that other permits way be required to local,Azte and federal regtrlatary requirements. 7. Applicant hereby conscut to the Local Adffituistrator or basher representative to make'iessonable specaious reqtlined to verify corupuance. �. I,THE A PPLI TKAT ALL,STATEMZN7S HEREIN AND IN A-rTACHMENTSTO THIS APPLICA71ON AM TO TliE BEST OF MY KNO%VLEDGF,TRUE AND ACCURATE., ' (APPUCANrS 5 6 . A E) 17�f �% IC P DATZ 1 ,. s SECUON 2° PROPOSED T3 >• Ph=CIU-e-mule ed by APPLIC X13 NAMF ADDRESS TF=HONE APFLICA.NZ �t2 9 aS- 33f� BUILDEtR 00stwiv. ENGINEER Di S$cs rT Pa��,>a � g lP� G3co ¢c ti ltlorc 'cf^ ( ©�3Co 5 °t 3'35 a ��® cr LcsCA t�l�: To"avoid delay In the appgmdou,please proAde e®oug6 idorunation to camlysdeasyfy the�rmjeet. locadon. ProAde lite street address, lat number or.legal descriipdon-Ca ) aud. atutaida arbahr ahm, the d=azes to the nearest intersecting road or veU-knaum landmark. A skucb atta d to this application- ppplicati iboA •$, the project location Woe d be helpful. C{rL� �zsr J e - is s Ess ® (o l - I .3 Past-Ir Fox Nm 7674 ®exa 9 sg To �oife i, rwaae FDP(93) fhaae# Phone F _ Fax 4 I FROM t 'S0 D TOGF9 PLANNiN6 PARD FAX N0. e 631 755 3135 Tara. 16 ` t oqa p APPYLI'CAT20N r. PACE 2 Cal' d ox-,-SCR1D°'F ON Or WORK heck ail applicable boxes): A, 5-RUCTURAL DEVELq PMENT q New sYnsgaassc�' Residecoat (%-A Family) 0 Addition 0 Residential (More tbzn 4 F Uy) 0 A3ierata®a 0 Nan-resideoiial (Floodproormg2 0 Yes) Relosatioas ® Combned Use (Residential & Caesl} 0 De nd dod ' 0 Mamutaetured (Mobile) I•Iome (la Mimu- 0 Replacement IIN (aetaased Rome park? 0 Yes) COST OF' PRC"JSECT !�?C�aoOs�.oD B. OTHER DS PME 'Y`A _ 0 F.SlIO Sd xaxiiaso D m , g 0 Orad-seg U Excavation (kepi r Stoetural Davelopmetit Checked Above) C1 Waterer Altera on (Imisludiaag Dredging and Ohaaaael Mad'afasations) 0 Dramage Imp � ,(Induding Culvert Werk) 0 Road, Street or grid§10, o pion ®Subdivision (t< _1w caraussi®n) ID41vidual 1w os' r System U Other(Please Spe r After coaapleting SE O 2,APPLI shoWd submit Car to Adffisniraacor a®e reds o t 3: DP 7 D Y fl I P! y r hg Time prodc"I is 1 ed ®e< Pani mo, , Dated The Proposed Degadlopm 0 U aired is a Steal Flood 23 d Area� (At DO=€tai zhe npp' si® r is plot@ and NO PWODFLAIN DEVEL0FhW4T P. 3- TA no do0pation is IIXYsRoad elantion at tlae Site is: Ft. N (Msp ® Unavailable 0 The pa posed development is lowed in a floodway, .. F 4 i No. Dated 0 See Se Soca for adeliPionhl instructions. SIONED- DATE APPLICATION Y. PAGE 3 OF 4 SECTION 4: ADDITIONAL INFORMATION REOUiRED CTo Abe completed by LOCAL ADMYNISTRATORI The applicant must submit the documents checked below before the appbcauon can be processed: ❑ A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑ Development plans,drawn to scale, and specifications,including where applicable:details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the first floor,details of floodproofmg of utilities located below the first floor and details of enclosures below the fust floor. Also ❑Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant must provide 100-year flood elevations if they arc not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. Top of new fill elevation Ft. NGVD (MSL). 0 Floodproofmg protection level (non-residential only) Ft.NGVD (MSL). For fiooii?roofed structures, applicant must attach certification from registered engineer or architect. ❑ Cerif icatrou from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting phis finding must also be submitted. 13 Other: SECTION 5: PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A. 0 Is B.O Is not in conformance with provisions of Local Law 19 . The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the Board of Appeals. ., APPLICATION a PAGE 4 OF 4 APPEALS: Appealed to Board of Appeals? ❑ Yes ❑ No Hearing date: Appeals Board Decision -- Approved? ❑ Yes ❑ No Conditions SECTION 6: AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete I or 2 below. 1. Actual (As-Built)Elevation of the top of the lowest floor, including basement (n Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FI. NGVD (MSL). 1 Actual (As-Built) Elevation of floodproofing protection is FT- NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7: COMPLLA.NCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMIMSTRATOR will complete this section as applicable based ou-inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? Q YES 0 NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? OYES ® NO SECTION 8: CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE: BY: Attachment B SAMPLE ' CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HA7ARD AREA (OWNER MUST RETAIN THIS CERTIFICATE; PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 11 NEVE' BUILDING I7 EXISTING BUILDING ❑ VACAN'T LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_ SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # 19_ AS MODIFIED BY VARIANCE # DATED SIGNED. DATED: C/C(93) FROM : JmO CONSULTING PHONE NO. : 653 0607 Sep. 06 2000 01:08PM P02 Albeh J,Krupski,President %o��oe�� Town Hall James King,Vice-President y� �f� 63095 Route 25 P.O.Box 1179 Smith Henrynr S ter Southold,Now York 11971-0959 Arti Ken poliweda V� 'Telephone(631)765-1892 Fax(631)7e6-1866 i3OARD OF TOWN TRUSTEES TOWN O1' SOUTHOLD August 29 , 2000 Mr. Glenn E. Just J.M.O. Environmental Consulting P.O. Box 447 Quogus, NY 11959-0447 Re: LAWRENCE G. CREEL SCTM 6-1-4 .3 Dear Mr. Just: The following action was taken by the Board of Town Trustees during its regular meeting held on August 23, 2000 regarding the . above matters WHEREAS, J.M.O. Environmental Consulting on behalf of LAWRENCE G. CREEL applied to the Southold Town Trustees for a permit ander the provisions of the Wetland Ordinance of the 'Town of Southold, application dated May 3, 2000, 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 August 23, 2000 at which time all interested persons were givers an opportunity to be heard, and, WHEREAS, the Board members hive 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 standard set forth in Chapter 97 of the Southold Town Code, FFOM JmO CONSULTING PHONE NO. : 653 0607 Sep. 06 2000 01:08PM P03 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 LAWRENCE G. CREEL to construct a single-family dwelling, sanitary system, driveway, decking, gazebo, pool, pool fence, pool back-wash, public water hook-up and to install and maintain continuous erosion control barrier throughout construction. 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 it is signed. Fees trust be paid, if applicable, and permit issued within six months of the date of this notification. Two inspections are required and the Trustees are to be notified upon completion of said project. Fees .- None Very truly yours, ® o Albert J. Krupski, Jr. President, Board of Trustees AJK/lms cce DEC Health 'Dept. Building Dept. Y "� •ry yg#^ �i 0 1F'(�S •F P f y . . . s • 7� c. �� e% - '�i� •.� �'i •� s s. Y�f . by k � t ° t ilk/ #'� ✓ �� ° /s _ _../ ; �� s r, � C rc a • y'1�. ?� 1�� • . #� ! �� Fr r r � f t f� L / � s / 1 j f s � .� STATE OF NEW YORK ) ) ss COUNTY OF SUFFOLK ) Michael Ge Fahey being duly sworn, deposes and says That deponent is over the age of 18 years and resides at 5 Great Jones Street, NYC, NY That on the 9 day of January 2000 deponent amhitect/engineer, licensed by the State of New York, hereby states that a/he accepts full responsibility for the accompanying plans compliance with the New York State Fire Prevention and Building Code (9 NYCRR); said plans pertain to property located at SCTM# 1000- section 6 , dock :1., I,ot 4 .3 street address Crescent Avenue, Fishers Island, NY Michael Gm Fahey Architecf/Engineer � Sworn to before me this ' day of D ajn,�, 2000. 14 Notary Public ( PIACs.MALKANI Notary Public,State of New York No. 3 1-4962171 Qualified in New York Gars Commission 6xplres February 82,2 cc: Applicant NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER. EFFECTIVE DATE 1 4738-01675/00001 November 3. 2000 FACILITY/PROGRAM NUMBER(S) T-r EXPIRATION DATE(S) P E 1�I�RM I I March 31, 2003 .Under the Environmental Conservation Law TYPE OF PERMIT ❑ New C Renewal Im Modification. IM Permit to Construct ❑ Permit to Operate ❑ Article 15, Title 5: Protection ❑ 6NYCRR 608: Water Quality ❑ Article 27, Title 7; 6NYCRR of Waters .Certification 360: Solid Waste Management ❑ Article 15 Title.15: Water ❑ Article 17, Titles 7. 8: SPDES ❑ Article 27, Title 9: 6NYCRR Supply 373: .Hazardous Waste Management ❑ '.Article 19: Air Pollution - C Article :.S. Title 15. Water Control . C Article 34: Coastal Erosion Transport Management El Article 23, Title 27: Mined C Article 15, Title 15 .Long Land.Reclamation : ❑ Article 36: Floodplain Island Wells Management IM Article 24: Freshwater Wetlands C Article 15, Title 27: Wild. IS Articles 1, 3. 17, 19: 27: 37; Scenic and Recreational Rivers M Article 25: Tidal Wetlands 6NYCRR 380: Radiation Control PERMIT ISSUED TO TELEPHONE NUMBER Lawrence Creel (212) 687-7480 ADDRESS OF PERMITTEE 155 East 72" Street, New York, NY 10021 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Glen Just, JMO Consulting, PO Box 447, Quogue, NY 11959 (631) 653-0607 NAME AND ADDRESS OF PROJECT/FACILITY Creel Property, Crescent Avenue, Fishers Island, SCTM $ 1000-006-1-413 iOCATION OF PROJECT/FAC'LITY COUNTY TOWN WATERCOURSE & WETLAND NYTM COORDINATES Suffolk pg South(olld ®p§ p9Hay Ha®rbor/pNL-p14 � ®� pig 9/ �q�pV p pip € ESCRIPTION OF AUTHORIZED ACTIVITY: CONSTRUCT A DWELLING, DECK, DRIVEWAY, POOL, AND SEPTIC SYSTEM. ALL WORK SHALL BE DONE IN ACCORDANCE TO THE PLANS PREPARED BY RICHARD H. STR®USE LAST REVISED ON 10/13/00. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL. .all applicable regulations. the General Conditions specified (see page 2 & 3) and any Special Conditions included as part or this permit. PERMIT ADMINISTRP,TOR: ADDRESS } Mark C Carrara Bldg. ;'r40, SUNY, Stony Brook, NY 11790-2356 AUTHORIZED SIGNATURE DATE November 3, 2000 Page l of 4 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permiittes 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: Permittee's Contractors to Complywith 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 :he permittee'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 forobtaining 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. iters D: No Bight 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 j 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 orfacility,including relevant records,is subjectto inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department)to determine 1 whetherthe permittee is complying with this permit and the ECL.Such,epresentative may order the work suspended I pursuant to ECL 71-0301 and SAPA 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) 180 days before expiration of permits for State Pollutant Discharge Elimination System (SPDES), Hazardous 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 Brock, NY 11790-2356 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 NUMBER PAGE 2 OF 4 1-4738-01675100001' NEW 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 or work herein authorized, or if,In the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood lows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered bythe Department to remove oralter the structural work,obstructions,or hazards caused therebywithout expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State,and to such extentand in such time and manneras the Departmentof Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore ':o 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 for any damage or injury to the structure or 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 ho!es 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. 1f 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 thatthe 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 met. 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 understand 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 stamped approved on 11!3!2000'. DEC PERMIT NUMBER PAGE 3 OF 4 1-4738-01675,/00001 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL.CONDITIONS 1. To protect the values of the tidal wetlands and freshwater wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography seaward of the limits of clearing as shown on the NYSDEC approved plan. This buffer area varies from between 50 and 60 feet in width. 2. Necessary erosion control measures i.e.,haybaies, silt fencing, etc. are to be placed along the limits of clearing as shown on the NYSDEC approved plan. 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 a suitable vegetative cover's established. 3. Suitable vegetative cover is defined as a minimum of 85% area vegetative cover with contiguous unvegetated areas no larger than 1 square foot in size. 4. There shall be no disturbance to vegetated tidal wetlands,freshwater wetlands or protected buffer areas as a result of the permitted activity. 5. During construction, concrete or leachate shall not escape or be discharged, nor shall washings from transit mix tacks,mixers, or other devices enter tidal wetlands and or protected buffer areas. 6. Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permittee in tidal wetlands and or protected buffer areas. 7. All disturbed areas where soil will be temporarily exposed or stockpiled for longer than one (1) week shall be contained by a continuous line of staked hay bales/silt curtain (or other NYSDEC approved method) placed on the seaward side between the fill and wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 8. All fill shall consist of"clean"sand, gravel, or soil (not asphalt, flyash, broken concrete or demolition debris). 9. Driveways and parking areas shall be constructed of pervious material. 10. Roads,driveways, and/or parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 11. Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2° above seasonal high groundwater. 12. All areas of soil disturbance resulting from this project shall be seeded with an appropriate perennial grass,and mulched with straw immediately upon completion of the project,within two(2)days of final grading,or by the expiration of the permit,whichever is first. Mulch shall be maintained until a suitable vegetative cover is established. If seeding is impracticable due to the time of year, a temporary mulch shall be applied and final seeding shall be performed as soon as weather conditions favor germination and growth. 13.The permittee shall incorporate the following language as a notice covenant to the deed: "Regulated freshwater wetlands and tidal wetlands associated with NL-14 and Hay Harbor are located on or near The properties of Lawrence Creel and his heirs, assigns or successors. This property is subject to the provisions of Environmental Conservation Law (ECL)Article 24 and Article 25, and the conduct of regulated activities may occur only pursuant to ECL Article 24 and Article 25 if prior approval, is given by the New York State Department of Environmental Conservation(NYSD EC)or its successor(s). Regulated activities include,but are not limited to clearing of vegetation; application of chemicals; excavation; grading and filling; and erection of any structure(s)." This deed covenant shall be recorded with the Clerk of Suffolk County within 90 days of the issuance of this permit. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be sentwithin one calendaryearof the issuance of this permitto:NYSDEC,Regional Manager Bureau of Habitat and the Bureau of Marine Habitat Protection , SUNY Building 40, Stony Brook, New York 11790-2356. D 1-4738-01675/00001 EC PERMIT NUMBER PAGE 4 OF 4.. Permit Number MECcheck Compliance Report MECcheck Software Version 3.0 Release la Checked By/Date 1992 MEC Edition TITLE: Creel COUNTY: Suffolk STATE:New York IaIDD: 5499 CONSTRUCTION TYPE: Single Family DATE: 01/09/01 PROJECT INFORMATION: Creel Residence Crescent Avenue Fishers Island NY district 1000, section 006,blocks,lot 4.3 COMPANY INFORMATION: Kinlin Design 75 Varick Street New York,NY 10013 (212) 925-8316 NOTES: Architect of Record: Michael G. Fahey 5 Great Jones Street New York,NY 10012 COMPLIANCE: Passes Maximum UA=953 Your Home=936 1.8%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1 (Roof ommels)))): Structural Insulated Panels 3556 33.0 114 Ceiling 2(Central Hall)))): All-Wood Joist/Rafter/Truss 432 24.5 0.0 18 Exterior Walls(NORTH)))): Structural Insulated Panels 1102 22.0 49 Window 112:Wood Frame,Double Pane 16 0.520 8 Window 113:Wood Frame,Double Pane 16 0.520 8 Window 209: Wood Frame,Double Pane 14 0.520 7 Window 210: Wood Frame,Double Pane 10 0.520 5 Window 211: Wood Frame,Double Pane 10 0.520 5 Door 112: Opaque 21 0.510 11 Exterior Walls(SOUTH)))): Structural Insulated Panels 1003 22.0 43 Window 103: Wood Frame,Double Pane 49 0.510 25 Window 104: Wood Frame,Double Pane 10 0.520 5 Window 105:Wood Frame,Double Pane 19 0.520 10 Window 203: Wood Frame,Double Pane 10 0.520 5 Window 205: Wood Frame,Double Pane 10 0.520 5 Window 206: Wood Frame,Double Pane 10 0.520 5 Exterior Walls(EAST)))): Structural Insulated Panels 1292 22.0 50 Window 101: Wood Frame,Double Pane 9 0.520 5 Window 102: Wood Frame,Double Pane 16 0.520 8 Window 114: Wood Frame,Double Pane 16 C.520 8 Window 115: Wood Frame,Double Pane 9 C.520 5 Window 116: Wood Frame,Double Pane 32 0.520 17 Window 201:Wood Frame,Double Pane 10 0.520 5 Window 212: Wood Frame,Double Pane 14 0.520 7 Window 213: Wood Frame,Double Pane 7 0.520 4 Window 214: Wood Frame,Double Pane 14 0.520 7 Window 215: Wood Frame,Double Pane 14 0.520 7 Window 216: Wood Frame,Double Pane 19 0.520 10 Window 217: Wood Frame,Double Pane 36 0.520 19 Door assembly 101: Glass 51 0.470 24 Exterior Walls(WEST))): Structural Insulated Panels 1584 22.0 47 Window 106: Wood Frame,Double Pane 20 0.520 10 Window 107: Wood Frame,Double Pane 20 0.520 10 Window 108:Wood Frame,Double Pane 20 0.520 10 Window 109: Wood Frame,Double Pane 20 0.520 10 Window 110: Wood Frame,Double Pane 16 0.520 8 Window 111: Wood Frame,Double Pane 16 0.520 8 Window assembly 208: Wood Frame,Double Pane 51 0.350 18 Window 207: Wood Frame,Double Pane 9 0.520 5 Window 204: Wood Frame,Double Pane 26 0.520 14 Window 218: Wood Frame,Double Pane 23 0.520 12 Window 219: Wood Frame,Double Pane 33 0.520 17 Door assembly108: Glass 35 0.460 16 Door assembly 111: Glass 98 0.470 46 Door assembly 216: Glass 51 0.470 24 Door assembly 217: Glass 61 0.470 29 Door 119: Glass 41 0.470 19 Door assembly 104: Glass 73 0.470 34 Exterior Wall(basement stair)))): Wood Frame, 16" o.c. 350 15.2 0.0 22 Door(basement)))):Opaque 21 0.510 11 Floor (First)))): All-Wood Joist/Truss,Over Unconditioned Space 2494 41.3 0.0 62 Floor(room 206,over porch)))): All-Wood Joist/Truss,Over Outside Air 161 41.3 0.0 4 Floor(room 104,cantilever)))): All-Wood Joist/Truss, Over Outside Air 27 41.3 0.0 1 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed.building has been designed to meet the 1992 MEC requirements in MECcheck Version 3.0 Release la. Builder/Designer d Date 13ENSON WIDWORKINCI ® COMPANY, I 1\ C . 224 Pratt Road, Alstead Center, New Hampshire 03602 (603)835-6391 Fax:603-835-2544 ® E-Mail:ben@bensonwood.com January 10, 2001 Bruno Semon,Building Inspector Building Department,Town of Southold Town Hall, 53095 Main Road P.O.Box Southold,NY 11971-0959 , Re: Creel Residence;Crescent Avenue,Fishers Island,NY' F Dear Mr. Semon, I am writing, in partial response to your letter of 13DEC00, to Bruce Kinlin. He is the designer for the proposed New Single Family Dwelling for the Creel family, located on: County Tax Map Number 1000— Section 6 Block 1 Lot 4.3. Specifically, I am writing to address your third request in that letter: "Engineer's certification on point load engineered wood products." I am the principle engineer with the firm that is designing,fabricating,and installing the superstructure for this proposed home. Most of the building is framed as an internally exposed frame of heavy, exposed timbers. These timbers are enclosed with our foam-core, or"sandwich,"panel enclosure system. The timbers carry gravity loads and lateral loads are carried in the panels and partitions. The only large, engineered wood product in the structure is the ridge beam in the main wing of the home. I designed that beam, and it will be fabricated in a certified glue-laminating plant. The remainder of the posts and beams shall be solid-sawn,high-quality timbers,fabricated in our facility and under my direct supervision. I am,respectfully,asking that you accept my certification for the point load carrying capacities of these timbers. While I am a licensed engineer in nearly a dozen states, we have never done enough projects in the Empire State to make it worth the effort to get that particular license. I am affixing my Connecticut (the closest of my licensed states to the project site) stamp to this, as well as enclosing some more particular information about my company and myself. I greatly appreciate your time and attention in this matter. The client is quite eager to get this project going (as are we,given market uncertainties). We all appreciate your flexibility in considering this certification and hope that you feel to call me, with any questions that you may have about the project and our efforts. in ely, Q 3Rsae, �s3 y00 R.0 JII tr f1[�pgOiee O � i obert ` . ("Ben")Brungra er,Ph.D.,PE, t Operation Director, �'e, F, Benson Woo orking Comp y, Inc. Pp �W o� ; Enclosures amen°"�ana.aosaaaam@�®Q CC:Bruce$inlin ROBERT LYMAN (BEN) BRIUNGRABER, Ph.D., P.E. 42 Hurricane Road Keene, New Hampshire 03431 home: (603)352-0395 work: (603)835-6391 fax: (603)835-2544 e-mail: ben@bensonwood.com WORK EXPERIENCE 1986-present Operations Director, Benson Woodworking Co., Inc., Alstead Center, NH. Management and ownership role in a 30-member firm designing and building some of the finest heavy timber frames in the US. Responsibilities include: engineering, designing, estimating, scheduling, writing contracts, new product development, and sales. 1978-present Principal, B&B Engineered Timber The sole proprietor of an engineering consulting concern, specializing in traditional heavy timber framing. Performed repair work on several covered bridges in Pennsylvania, including the longest (Wertz Mill-200') and the oldest (Rishel-1826). 1985-86 Assistant Professor. University of Connecticut Established a construction management program, pursued timber structures research, advised undergraduates, taught undergraduate and graduate courses in structures and mechanics. 1982-85 Instructor, Stanford University Taught and administered the surveying course while pursuing advanced degrees. 1980-82 Instructora Bucknell University Taught structural analysis,timber design, surveying, statistics, dynamics, and mechanics of materials. Advised two student projects involving building and restoring authentic covered bridges. 1978-80 Senior Engineer,Steven Winter Associates'Structural engineer for an architectural and engineering firm serving the manufactured housing industry, including many log home builders and timber framers. Involved with value engineering, structural analysis, and building code approval projects. 1976-78 Teaching Assistant, Colorado State University Taught: material science labs, and steel design and dynamics recitation sessions. Summer 1977 Field Engineer, Colorado Sunworks Designed,tested,fabricated and installed solar heating systems and"Bead-Walls' in Boulder, CO. 1974-76 Field Engineer, American Bridge Division of US Steel Provided technical supervision for steel erection at: a 30-story Hilton in New Orleans, a B.O.F. replacement in Ohio, and a steel mill expansion in Texas. 1974 Concrete Inspector,Rummel, Klepper& Kahl Inspected reinforcing steel and concrete on Farragut North Station of Washington, D.C. Metro. EDUCATION Ph.D., Stanford University,1985, Civil Engineering. Dissertation: "Traditional Timber Joinery: A Modern Analysis" M.S.C.E., Stanford University, 1984. 'Major: Construction Engineering M.S.C.E., Colorado State University, 1978. Majors: Timber structures and solar energy B.S.C.E. (with distinction), Cornell University, 1974. Major: Structures Robert L. Brungraber page 2 of 2 PROFESSIONAL QUALIFICATIONS Registered professional engineer in: NH,CO, PA, CT, CA,WA, MA, and SC. Past Chairman -ASCE Committee on Timber Bridges. Current member-ASCE, Society of Wood Science and Technology, Structural Engineers of New Hampshire, and Oughtred Society. Past Director and Treasurer-Timber Framers' Guild of North Arr erica PUBLICATIONS `Traditional Joinery," Chapter 7 in: Timber Construction for Architects and Builders, McGraw-Hill, 1999, editted by Eliot W. Goldstein, AIA. "Conditions and Capacities of Vermont's Covered Bridges" contributed to a major investigation of all the covered bridges in Vermont. Work performed for VT DOT. Sub-consultant to McFarland-Johnson, of Binghamton, NY. "Assessing Capacities of Traditional Timber Connections", article in WOOD DESIGN FOCUS--A Newsletter of Contemporary Wood Engineering; published by The World Forestry Center, Portland, OR; V.3, N.4; Winter, 1992. "Engineered Tension Joinery% article in TIMBER FRAMING,the official publication of the Timber Framers'Guild of North America, Volume 23. "Traditional Timber Joinery: A Modern Analysis," Ph.D. Dissertation, Stanford University, Palo Alto, CA, 1985. "Bridgeport Covered Bridge", an eight-page chapter in ASCE Publication (Classic Wood Structures, 1989). Timber Design for the Civil Professional Engineering Examination, Professional Publications, San Carlos, CA, 1983 (1 st, 2nd, &3rd editions, 1990), 200+ pages. "Evaluating and Reinforcing Covered Bridges", a twelve-page chapter in ASCE publication (Evaluation. Maintenance and Upgrading of Timber Structures, 1982). AWARDS Exxon Fellowship(Ph.D. funding). Member- Chi Epsilon and Tau Beta Pi. National Merit Scholar. BUILDING PERMIT REVIEW CHECK LIST DATE REVIEWED: /4-7 /0 APPLICANT NAME: (_ e e z DATE SUBMITTED:-9 / /00 SCTM# --- DISTRICT: 1,000 SECTION: BLOCK: / LOT: 1�-ccGl PROJECT LOCATION A STREET: CITY: SUBDIV. NAME: ARCHITECT/ENGINEER: FAST TRACK: E RNO SINGLE & SEPARATE CERTIFICATION-REQUIRED: YES o OTES: ZONING: PERNIYI'Es'PIMt9 AMOUNT:_$ 2001-1— .00 ZONING DISTRICT: R40,008 „AC, CONFORMING: ES oR NO REQUIRED LOT SIZE: 6'0X SOFT. WHERE ACTUAL LOT SIZE FROM?TAY CARD S Pv a 9A, ACTUAL LOT SIZE:/69W SOFT. REQUIRED REQUIRED REQUIRED FRONT:0 ' PROPOSED: ' SIDE YD:,20 '/J$ ' PROPOSED: SS'/ /?�' REAR: 7_5 'PROPOSED::/ O' LOT COVERAGE: ALLOWED: % EXISTING: sf % NEW:-12-62- sf.z'f% TOTAL: sf % CORNER? YES R NO WAT ER FRONT? 40R NO DESCRIPTION: Jcwuo„ ��7 LOTS 40,000SF --100-24. Lot recognition. (CREATED before June 30, 1983), UNDERSIZED LOTS FROM JAX1997 100-25. Merger. (A nonconforming at anytime after July 1, 1983.) PROJECT DESCRIPTION: ADD:ALT,ACC OR N/D: � a FZ110R AGENCY PERMITS REQUIRED FOR REVIEW TOWN SPETIC PERMIT: g(VD)ED NOSUFFOLK COUNTY HEALTH DEPT: r NO, (BED #): DTE: ,;, / /o PERMIT#:R10Q^}-® NEW YORK STATE DEC: PRP-nPc 9/iii E or NO i-r7 S-C1®6 as 1t)0a©/ SOUTHOLD TOWN TRUSTEES: or N il S� TOWN ZONING BOARD APPROVAL: YES o TOWN PLAN. BOARD APPROVAL: YES o FLOOD COMPLIANCE ZONE: PRE-FIRM 3�ts�s3nsis PANEL #: /9 FLOOD ZONE:X eaFic L10/3 NYS ENER Y: YES OR NO : EG S: VENT: LIGHT: NOTES: / /3 ®c e"' /K'-s!'✓... ma 414,,- v4 hb NYS._re / �'� ' FEE ST UCT : FOUNDATION: /C) 91 SF FIRSTFLOOR 9�y02- SF SECOND FLR : .269 ` SF INIT OTHER TOTAL TOTAL: ;�3 3c SF FEE FEE FEE TOT(232 - SF)- ASF)= & �G SF X $.moo _$ >25 +$ �S +$ 160 _$ r®Ja 1' A✓d. e" �0` P�®SRC ft'/s %t.a d F� '�}C'd3 CGfi/hLJ` BOARD OF HEALTH . . . . . . . . . . . . . . . --FORM NO. 1 3 SETS OF PIANS . . J.. . . . . TOWN OF SOUTUOLD SURVEY .. - BUILDING DEPARTMENT CHECK TOWN HALL SEPTIC FORM . . . . . . . . . .. ... . . . . . SOUTHOLD, N.Y. 11971 DEC . .. ... TEL: 765-1802 TRUSTEES . .....f/.... ... ... . . .. NOTIFY% CALL �� ���`. 0C ::_ .2/.iZ. v� g MAIL Approved....� sT®' .... 7lJ®/.. Permit Db. ........../ �.d•.. .. �AAi. C k ...1. �.... ... Disapproved a/c .................................. .:-10.043...... ........................1..................... . ..... ... . .... _ (Building Inspector) APPLICATION FOR BUILDING PERMIT l Date.s� .INSTRUCTIONS a. This application mist be completely filled in by typewriter or in ink and submitted to the Building Inspector wi 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property mist be drawn on the diagram which is part of this application. c. The cork 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 . . .permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATI(N IS UELMY YAM to the Building Department for the issuance of a Building Permitpursuantto the Building Zone Ordinance of the Town of Southold, Suffolk County,.New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. r (Signature of applicant, or nam, if a corporation) c� . C S�t,CcAe i A!Y dYY .............. Mailing address of applicant) .State whether applicant is owner, lessee,ISEt, architect, engineer, general contractor, electrician, plumber or builder ..:4,�pI4C-ATd: iI..ii...��) ..in. . /. �!-�( r..................................................... limeof owner of premises ... ......................................................... (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. ......................................................... (Nam and title of corporate officer) Builders License No. .......................... nr. w xicer�a Ye. ......................... Electricians License No. ..................... Other Trade's License No. .................... gg 1. Location of land on wbich proposed wank will be done. ............... .............Gtst .. e�(vc ........... .. ...................... ................ House Rmber Street Hattilet County Tax Map No. 1000 Section Block . ®$.�® ... Int Subdivision ...................................... Filed Map lo. ............... Lot ............... (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction_ . a. Existing use and occupancy ""' . . ... g /. . ... .. b. Inteudell use and occupancy ... .l .Sn;-..$a,._,! yl as ...r��g @ :. �.... ..... 9. Nature of work (check chid¢ appdisable): New Building .... Addition .......... Alteration Repair ............ Removal ............. Demolition ............ Other „brk ...... (Description) 4. Estimated Cost ......... fee 0A A J (to be paid on filing this application) 5. if ehalling,.number of moiling units ..�..e.... thuler of dwelling emits on each floor ...~ If garage, rember of cars 5. If business,,commercial or, mixed Occupancy, specify nature and extent of each tyre of c.se...... 7. Dimensions of existing structures, if any: front................ Bear ............... Depth ........ Dwight ... .. r of Stomas ...................... Dinannsions of same structure with alterations or additions: Front ............... Rear ............... Depth .................... Height .................... Number of Stories�y.✓J.............. 8, Dimensions of entire iia construction: Front . '�.'�.°� -� Ec^-- Depth ..:.....m..®.. naigint .. � 6 �... �°9 ^��.,... Number of Storsescf 9. Size of lot: frannt :. ..�d L .. Rear � ' �� d ..... Depth ... .. b,..... � c wA �'A 10. Date of Purchase ofloner owner �v��� �'..� .......... it. zone or use district in whidm premises are situated Anown.... M Does Prorated Construction violate any zoning law, ordinance or regulation ..odic je................. 13. Will lot be regraded .................... Will excess fill he removed frw:x premises: YES NM 10 Naas of Owner of premises 70010 11 11V ...... Address _@�� .� e G� �:� .... Phone Me of Arabi tect .:Kinv p1..G..t:asL%"T......... Address .�� ��c'�ep.�?� �5. a.E1'P•..e FhME Nae of Contractor ...................................' Address .... .7........ ...............Phone No. ..—...... T5. Is this proVerty within 300 feet of a tidal vetland? * YES ... NO ......... *1F YES, SM= T9M TRUSTMS PLAY l'r RBQUMM- bate clearly and distinctly all buildings, whether existing or proposed, and indicate all setback dimensions from proposty 10cs. Give street and block or description according to oeeo, and shown street manes and indicate ubether interior or corner Pot. SPATES O MiW S -0i ,�/ j row SS -...._�v,;,tJ' ..`.aJe�. �✓a�g�p°a........... ......... ....being duly sworn, deposes and says Uipt he is the al allca t (Name of individual signing contract) above naaaed, ;fl is the ...... (Contractor, agent, corporate officer, etc.) of sale' owner or owners, and is duly authorized to perform or have performed the said work and to nuke and file this application; that all statements contained in this application are trice to the best of his knowledge and beliefj and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before us this Notary `l� NotaryPublic ° 3 a 3e . �l f Na FS45u (Signature of Applicant) Qualc€$dam QU znosa �sarm'sssnan,xgaises[b2,Y ' Gig TS NIF SAMUEL R & LAURA D. MARSHALL SINGLE FAMILY RESIDENCE MUNICIPAL WATER SERVICE HA E ON SITE SEPTIC SYSTEM \@\� HAR509 Aq \ \``-ELECTRIC BOX N 86'51'00'E \ 96.5 N 86.51'00.E e •� `.� \ 420.00' \vWs '•,;P\ LOCATION MAP SCALE 7"=400' v Jasly'[ 20 — EXISTING \ Lr��\ S -- ^— \\ LFACHINB �\ ••'ten sgPobp, \ PooLs� T EXISTING �CQ \ PUS 'fJ 4788 (su1rEY D6sE LINE) Aa a \\ +45XI a \ S M•JS'00'E zsna' LIMITS OF FRESH WATER WENANDS }(gRU 1 1" k AS FLAGGED BY NI � CONCRETE W'LN MAV P�Fm�C5 S FL OF SALT WATER WETLANDS 9 F� 3 ELECTRIC MOM 1. 5NE k SEPTIC PIAN PREPARED FON CREEL RESIDENCE:CRESCENT AVENUE A5 FLAGGED BY J.M.O. CONSULTING y l R <( NORWICH, AVENUE: FISHERS DECEMBER NEW YORK;CLE: 1L-4, PALM; SHEE &KING; i �PAh NORWICH, CT.: GATE:FISHERS 2N YO :CCA I"=R, SMELT I OF I ECK IOFNCE¢6 _ L w T,pPROX"DOE \YD/NS T� \\ i.)THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED Ld MOy a S NUMENT HEREON.ANY EXTENSION OF THE USE BUONO THE PERFORM AGREED TO �i Q �C. BETWEEN THE WENT AND THE SURVEYOR EXCEEDS T14C SCOPE OF THE /! TIMBER ENGAGEMENT, c) k} f Y/Nf ftETAININf. @ O z WALL G PROPANE 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS G'.0 I`'Z O ACTING UNDER THE DIRECTION OF A USURER LAND SURVEYOR,TO ALTER AN TANK £ `,1 REM IN ANY WET. O SIG ONLY COPIES OF THIS SURVEY MARKED INK THE UEO HE PRODUCT dp. W z U THE LURE AND AN ORIGINAL EMBOSSED DR INK 5E61 AAE THE PRWUCT OG. W U THE LAND SURVEYOR UV a Z Cy 4,) COORDINATE DISTANCES PRE MEASURED FROM U.S. COAST AND GEODETIC NI/F \ p, 6� ` SURVEY TRINVGUTAPROS' TION STATION ( J WILLIAM C. N5,) SITE IC IN THE TOWN OF SOUTHOW,COUNTY OF SUFFOLK TAX MAP 1000, � CE s'TZA. S O RESIDENCE SINGLE FAMILY RESIDENCNON 006. CLOCK 1,TAT 4.a U MUNICIPAL WATER SERVICE �sfl• W \ 0.)TOTAL AREA= 3,904 ACRES, ON SITE SEPTIC SYSTEM 7,)SITE IS LOCATED IN R-80 ZONE \\ \\ ./-EDGE OF GRAVEL ROAD xt \ S 16'4 b0•E 317.22- to 7 22 02-37s' '^c OR, IT fB44 0 s 6r6r10'w d r Y ) F9. �(7 rc �✓ V �� 0 rL 6 A MORHNEM 1 L ET s 4 N 47]9.]8 \ p IS F . IS W]64].04 /'/ \ '6a � �� ¢ Z 21 d L I uvw woo o " " DATE: 07/05/2003 j SCALE: 1" _ 9UALITY CONTROL CERTIFICATION �„ .. f. cI_��u ( 1..��. . GROUP RENEWED DATEURGBN RIF NOW OR FORMERLY WATER SERVICE 40 '20 0 40 SHEET —E— ELECTRIC SERVICE WNYHIO SGLE IN MO 1 OF 1 v E 0 CIO G.4 a0 wlir Ate. w I�I�I Fo% r 11111 � G N/F SAMUEL R. & LAURA B. MARSHALL SINGLE FAMILY RESIDENCE MUNICIPAL WATER SERVICE HAY ON SITE SEPTIC SYSTEM HAR50R A e �� /y \ ELECTRIC BOX P N 86'51'00" E 55't N 86'51'00" E azo.00' oF, LOCATION MAP SCALE 1 "=400' Z \ .� N 629'55" E 20' EXISTING \` Is, _�-- '—� \ LEACHING `.2�\`. 74 BQ Oy�O POOLS ` y '00• F 75 EXISTING �A 3J1 \SEPTIC TANK �0 \\ N 10'32'35" E 34.91' 47,88' e6 � (SURVEY BASE LINE) ti o 9 A, \ S 4439'00" E ry^ \ .: 262.72' LIMITS OF FRESH WATER WETLANDS CONCRETE WALK `\ MAP REFERENCES AS FLAGGED BY N.Y.S.D.E.C. ELECTRIC METER 1.) SITE & SEPTIC PLAN PREPARED FOR CREEL RESIDENCE; CRESCENT AVENUE LIMITS OF SALT WATER WETLANDS \ & FOX AVENUE; FISHERS ISLAND, NEW YORK; CHANDLER, PALMER & KING; AS FLAGGED BY J.M.O. CONSULTING = " - ��\ \ NORWICH, CT.; DATE: DECEMBER 21, 1999; SCALE: 1"=40'; SHEET 1 OF 1 \ �EXISTING ECK ) RESIDENCE ` PW PTER UNE �� L Haim J w // Q BG/�C/NC Ld MONUMEN \`� `L\ H1.EREON. ANTHIS YV EY EXTENSION OWASPF ARED THE UOSE TIES BEYOND HE TTHE PN RPOSEDO SE AGREEED TOD w SFTB L\ L`\ BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ¢ Y qCk TIMBER �` ENGAGEMENT, U x Z RETAINING , x 0 NF WALL m ` �� 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS a w O PROPANE% o £ `� �� ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN lL Z \ TANK Z �\ ITEM N ANY WAY. W w Z 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S > ¢ W z g U SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF � W U w GO O THE LAND SURVEYOR. 1n O Q J z V1 a� r T`� �` 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC [L W Z W N F �9 6� �L SURVEY TRIANGULATION STATION "PROS" U N Q / N \ V 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, w w Z WILLIAM C. RIDGEWAY Sg, s SECTION 006, BLOCK 1, LOT 4.3 Of SINGLE RESIDENCE MUNICIPAL FAMILY WATER SERVICE B4gsy°e W 6.) TOTAL AREA = 3.90f ACRES U Li. ON SITE SEPTIC SYSTEM \ 7.) SITE IS LOCATED IN R-80 ZONE. /-EDGE OF GRAVEL ROAD � L � L L � f ' \ S 16'47'00" E 317.22' m L Ln zo 0 ORi \ oNo u � 1 > 1 ` w S 67'51'10" W �` \ �� K m 28.74' 1 \ N z z PVENU� Q MONUMENT Fox N 4779.7 / Q o m0 W 2647.044 / RC M / O O I O 0] 0 O O W — Y U 7 O O In Qa W Pd M O w 2 O d 0 O O U U li DATE: 07/05/2003 SCALE: 1 " = 40' QUALITY CONTROL CERTIFICATION JEGEdQ GROUP R�IEWED D E PROJECT MANAGER SURVEY / N F NOW OR FORMERLY 40 20 0 40 —w— WATER SERVICE SHEET ENVIRONMENTAL 1 OF 1 CIVIL E ELECTRIC SERVICE GRAPHIC SCALE IN FEET 5TflUCTUFAL ARCHITECTURAL FILE J4739 --• ,. r,. ,.. �.. .!,i",.1 -rvSyT +�T LSI FSir il'.'- •.�Y"r$'H 'v✓J'R.r &'f Ib. Y.rf.,e'. 3 W R" re ' v'Et�e<wr- - . ',i .� - ', ,F2. i ,$'{ p . v. " r tr h . ww �� k $i FINISHED GRADE 6, c4 f 4" DIA INLET - - x (�- 4" DIA OUTLET KNOCKOUT INLET AND I r N o 0 0 0 0 0 0 0 OUTLET OPENINGS 0 ! o 0 0 0 0 0 o u o 8' 8" RIBS INSIDE N I HI>H SEASONAL GROUNDWATER o + o + N/F SAMUEL L. GORDON JR. LEACHING RING SINGLE FAMILY RESIDENCE CROSS SECTION MUNICIPAL WATER SERVICE -- NOT To SCALE ON SITE SEPTIC SYSTEM ._ CAST PROJECT BENCH MARK `? CONCRETE COVERS TOP OF IRON PIPE ELEV.= 11.94 \h,9 PLAN BASE: N.G.V.D. ' .p, COVER LOCKING CASTING i N 86'51'00" E I \�;q l2)-9"xC'"x 3' STAKES TO GRADE TO GRADE 55't N 86'51'00" E OF FILTER EACH BALE FILTER IIS F DROP T' f �1 01 , �\ FABRIC-�, USED FINISHED GRADE 420.Od F,P �� ,\ FABRIC Y 1 A. \;, POST i �1, 4HxM 4E 12.6/12,6 A WI E MESH N 6'29'55" E 20' --- T BA WASH N n o + p" 6 x 6 6/6 G WAR MESH S L RING POOL G o " e min m n �6" 34.91' PROPOSED LIMITS BAC YfILL TNLEt �• vENT 1 7,11 SAO --- �� OF CLE....- RESERVE na �' - ' � COMPACTED j �;� cT� 60 900' .V A RESERVE ro PS\. �'' V >�. -�"�r Y' VENT OUTLET v� 'Po• f I ' APPROXIMATE LIMITS OF AREA I t, `\ LEACHINGt ��� ArIGLE 10' UP SLOPEuowo LEVELPREVIOUSLY DISTURBED BY P00 / \HHH '� r ou eT iC FOR STABIUTY AND SILT FENCE BACKED corvn uous HOT BAFFLE\ I I EAC ING POOL',` ASPHALT SEAL 3' GRADING EXCAVATING OR FILLING i �`, \ SELF CLEANING 8Y HAYBALE BARRIER uNEF WITH 1r J SEE DETAIL tiVC J PROPOSED I I t ( ) ` T n NLET B0.pGFLE ULE A4 'eo cxs ;:, N 10'32'35" E NOT TO SCALE a PVC 47.88' I I PERIMETE POOL / \ \ mIll, (SURVEY BASE LINE) / I I S A �.`��Cd'\ oEFLEaroB .POOL FENCE AREA r .�/ � zoos vv S 44.39'00^ E CROSS SECTION 1250 GAL. \ , 262.72' . . \ LIMITS OF FRESH WATER WE - 1 0 A ?es G SEPTIC TANK \ AS FLAGGED BY N.Y.S.D.E.C. I T / O \I \ \ 1250 GALLON 2 COMPARTMENT LIMITS OF SALT WATER WETLANDS SEPTIC TANK AS FLAGGED BY J.M.O. CONSULTING ' a _ _ H �o "� '"v / � NOT TO SCALE PROPOSED SERVICE \\ MONUMENT � � e cushy T.H. 1 - 61 \ TEST HOLE DATA: yT` �� �•\ \ \ \� \!4, T H #1 0-108" COURSE SAND WITH COBBLES, WATER 4, 108" NOTES, v A\ m ao �RIDGEWAY N r 'Y " 1 . COORDINATE DISTANCES ARE MEASURED FROM U.S CO WILLIAM CAST & SINGLE FAMILY RESIDENCE Sg.*J �\ \ Y \� `, �\ GEODETIC SURVEY TRIANGULATION STATION "PROS". MUNICIPAL WATER SERVICE g ♦ �A " ' i' ON SITE SEPTIC SYSTEM K469�'N, �� w \\ \ \\ ! ` .1 \� :I PROPERP( 15 LOCATED IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, DISTRICT 1000, SECTION 006, BLOCK 1 , LOT #4.3 1 3, TOTAL AREA = 3 90t ACRES, —EDGE OF GRAVEL ROAD 4 BASE FOR LEVELS APPROXIMATE N G V , 1929. PROVIDE AND MAINTAIN '� \/ 5. SETBACK REQUIREMENTS: FRONT FEET r A CONTINUOUS EROSION � ��� \ \ REAR 5 FEET CONTROL BARRIERQ �� '.\ 6 OWNER CREEL RESIDENCE THROUGHOUT CONSTRUCTION �� \ �S 16'47'00' E FISHERS ISLAND, NEW YORK 317.22' _ CONTACT KINLIN DESIGN 350 SEVENTH AVENUE, SUITE 1603 MITS OF FLOOD ZONE AE— NEW YORK, NEW YORK 10001 AS SHOWN ON F.I.R.M. \ I w \ \ PHONE (917)-447-7603 FAX (212)-244-9055 SUFFOLK COUNTY, NEW YORK PANEL 19 OF 1026 \, �` / �� �' \ \ 7. SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON MAY 4, 1998 SITE SEWAGE DISPOSAL SYSTEM IN COMPLIANCE WITH THE REQUIREMEPJTS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH, l ' B SEPTIC SYSTEM DESIGH BASED ON 4 BEDROOMS. J S 6751'10' W \ 9. PERCENTAGE OF LOT COvERAGE= ? 68% I 28.74' \ \ , LEGEND \ I r F F FIRST FLOOR ELE� ELEVATION SITE & SEPTIC PLAN PREPARED FOR N/F Now OR FORMERLY N X MONUMENT FO % S F SQUARE FEET N 4779.78 W 2847.04i - 14 - — EXISTING CONTOURS 14 PROPOSED CONTOURS CREEL RESIDENCE BUILDING SETBACI; LINE y TEST HOLE SUFFOLK COUNTY DEPARTMENTOFHFALTH SERVICES 14 00 INVERT ELEVATION PERMI9'FOR APPROVAL OFd',OICSTRYJCT3®NFOR A ao 20 a a meow N LE FAMILY IMIDENCE ONLB GRAPHIC SCALE IN FEET CRESCENT AVENUE & FOX AVENUE DATE 1 00 ISE 0, 0 —Oa-55 FISHERS ISLAND, NEW YORK APPROVED FOR MAXIMUM OF BE 0 IS REVISIONS y�111 � CNAN OLER, PALMER Ac KING EXPIREgTHREEYEARSFROMDATEOFAPPROVAL : ,, DATE DESCRIPTION /co 1 17 00 REVISIONS ArcMteclure. Engineering and Surveying _ tta �Bdnav uartMCM m amen no-w-aM� nix �u-xe-Tani 1p � - AM FAMILIAR WITH THE STANDARDS FOP. APPROVAL AND 1/26/00 REVISIONSq CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS 10/13/00 REVISIONS FOR SINGLE FAMILY RESIDENCE AND WILL ABIDE BY THE 11/27/00 REVISIONS CONDITIONS SET FORTH THEREIN AND ON THE PERMIT TO - CONSTRUCT .,"n ns` qrr DATE. DECEMBER 21 , 1999 MIA 00°, SCALE' 1 " = 40' APPLICANT SHEET 1 OF 1 - - . F II III ILIA ,F'AI E -1L IIf I L F I - � Dla „IITI_ET - rn"cr�,o1 uw r . I�r UT, Er IREr,PI� S _ 1� HI_II _C - Il'L ll III II bVnT ER r' � I SAMUEL L GORDON JR. LEACHING RING -�- - — �- SINGLE FAMILY RESIDENCE CROSS SECTION MUNICIPAL WATER SERVICE _I ON SITE SEPTIC SYSTEM n��L rr, E,_nI E - - PROJECT BENCH MARK .T TOP OF IRON PIPE 1.14u_11HE FFS,- ELEV.= 11.94 h, BASE: N.G.V.D. \` \ 11� PLAN N 88'51'00" E cp . n� 1 - +CF I 0r ul- nu; ��''� _ r rF oL sM�re 56't N 86'51'00" E �'F IIUCF - -T-FC RL EF rr Lk R 'T 1 u E[ FIHI,H 11 FEL S 34.91' _ _ ___ _- --- _ — _._ _�- -- - 1 d F �.� " "E'rI _o" " s- „ s �" wlr�t uESH <� p F DRI, C I NAI E — S N 6'29'55" E 2D' _ - BA WASH N _ I F F eIRE TAE-H 1 9• _ I--- - - PROPOSED LIMITS L HING POOL / G' } - .? 1 py OF CLEARING a Cijy jMP,.r TEG I --_ - -_ _ - -`..-'- _^ r 7- �'• 60 p0+ I RESERVE 1 .pp, \ d Fs C L,��-I rlu - mI-FT . .` - 1 f 75'�_I \ APPROXIMATE LIMITS OF AREA ` LEACHIN i PREVIOUSLY DISTURBED BY POO FS n-IL LT In- ;LvrE �' I Eauln a EL GRADING EXCAVATING OR FILLING LEACHING POOL �� r R -Deur .nn SILT FENCE BA K D _, unuL11_�s rrr ' �I r' �' TLE' PSV114I EL- BArfF k (SEE DETAIL) BY HAYBALE BARRIER OTH N 10'32'35" E PROPOSED ` I __PERIMETE / I 1 j uoI LL _!LE -THIEL BAULr HE IL ILE pAJ i' eTI I ,I, 47,88' POOL (SURVEY BASE LINE) - .POOL FENCE AREA I anc_-F- I IF S 44'39'00" E ' - ' 1 zs 0 AL. 262.72' CROSS SECTION \ LIMITS OF FRESH WATER WETLANDS T-1 25G V AS FLAGGED 8Y i ?SI SEPTIC TANK 10 `, 1250 GALLO4. N \ \ LIMITS OF SALT WATER WETLANDS �. - ❑ T �. —� 2 COMPARTMENT __----AS FLAGGED BY J.M.O. CONSULTING - y - rn9 / SEPTIC TANK -rALF \ PROPOSED \ - ' �, ;' '16� -1 - _ 1 T +O y 11 N 9 � � � � - I WATER SERVICE o � r 7NGW \ \ -_—_ _-- /� .� MONUMENT �'Z TEST HOLE DATA: \ T H # I — I , III__F --FII r.Ill ffiLt ,E = I \ i e NOTES. N/F L WILLIAM C. RIDGEWAY SINGLE FAMILY RESIDENCE `S9• 11 \ T ` I -RLII16 TE DI-J-II ,E_ V-1 1,111; I T II I-F MUNICIPAL WATER SERVICE 47' E CETII- IF IRIfl' IL " HSTi TI "I F ON SITE SEPTIC SYSTEM 6q$s9 p,•/y - \ FF FEN I 1 D , TCC III TIIE Fi_O,H F V1n1H -ri D, IIjTI uF IFI , L - -'LT I _ D. iFI_TO II _I b, BI jil' I _,I ryi I _. FLS r•. A � / T it EDGE OF GRAVEL ROAD }, B ' C f F LL 'F _ aI 'FN • Itl-IL Il L PROVIDE AND MAINTAIN _ - A CONTINUOUS EROSION - CTb4r_h I:'U LIlEELIEI'ITL TF- AIT ESI , FLLT CONTROL BARRIER \ - J2 1 F'CAF' - -` FEE] THROUGHOUT CONSTRUCTIONS 16'47'00" E - WIJER FEEL FESIDEIICE 317.27 FI'-HER-. IST JILT, I-I L'PJ ,T,hP IHLIII [,E',I SII LIMITS OF FLOOD ZONE AE - I - 15'I SEVENTH 4 LIILII SUITE I , 1_" AS SHOWN ON F.I.R.M. _ NEN' ,,TF.I- , IIEh ,JPr I ,LOI SUFFOLK COUNTY, NEW YORK `, tr PTI)IIE IIl 'i- d1 -LL.; IE, - PANEL 19 OF 1026 - .-, I MAY 4, 1998 ITE IL ]I BE EEP!I,.ED i LIUIIT_IP<( A.-TCF -LI _ '=ITE SEJVALE DSPOSAL I'S TE hI III I,IPI_ICI ICE ':dITII IIIL PEOUIREMEhT` ,F THE '�IIFI r,-BJllll DCE'AFIEJ[ III ,E TIL-I Ili -1U SEPTIC S1 IEIJ DL'sl?,II BASED , H 4 BI DF, I.I� 0 T 9 PERI.EI II AI.E r_,F L,-,T E— S 67'51'10" W LEGEN - 28.74' D FIRST FLOOR Lv ELlu.ad SITE & SEPTIC PLAN fl/F IIOW HIR FiRIdEF.LI PJENPREPARED FOR SF SQUARE FEC. MONUMENT N 4779.78 - 14 -- ExISTING 1.V11TQUR.. W 2847.04 _ - - 14 PROPOSED -C)E R5 BUILDING SETBPCE. LIME - - CREEL RESIDENCE TCST HOLE 14 00 II,NEFT ELEb ATI06I SLIFFOLICCOUNTYDEPARTMENTOFHEALTHSPRVICES 6.111 cF°Arw, 'sc�Lr lu Terr CRESCENT AVENUE & FOX AVENUE PERM"FORAPPROVAL OFCOIVSTI3DOT10N FORA FISHERS ISLAND, NEW YORK eIN LE FAMILY RE$EDENCE ONLY 51 DATEIz (v d LD-oO-OZSS ST.r REVISIJNS Fl F.N w CHANDLER. PALMER 8c KING APPROVED DATE DESLRIP TION FORMAXIhFL1MOF�BEDR /I' AV 1 1,/00 REVISIONS �� �i �R •�� AL0na Ay Enq,near,nDI and Suneymy C;' � i,o a�ownv xom+Icn, cr oe�eo eeo-eeu-awe T,w aea-eee-neo, I Aid FaIvIILIAF WITH THE STATID4RDS FOR APPROVAL FlbID ' ,F. 1/2'r 00 REVISIOIJS &'INSTRUCTION OF SUBSURFAI_E SEWAGE DISPOSAL SISTEM3 EXPIRES THREE YEARS FROM DATE OF APPROVAL �'' .yA rIo 1o/ -, 00 REVISIONS -- FOR SINGLE FAMILt RESIDENCE AND WILL ABIDE By THE A^kpr 11 /1 /00 REVISIONS -011DITIOLIS 'SET FORTH THEREIN AHD ON THE PERMIT TO ` ,IlA CONSTRUCT GATE GECEMBEP 21 , 1999 — SC41LE. 1 ° = 40' APPLICANT SHEET I uF 1 v 'Ikw V 'T �y n 'AIR 7 KNOCKOUT INLET AND FINISHED GRADE '--�—OUTLET OPENINGS RIBS INSID 24' 4' DIA, INLET + 4' DIA. OUTLET CAST CONCRETE COVER CESSPODL ELM N/F CROSS SECTION COVER LOCKING CASTING SAMUEL L. GORDON JR. NOT TO SCALE TOGRADE TO GRADE SINGLE FAMILY RESIDENCE IF DROP 'T' MUNICIPAL WATER SERVICE IS us'D FINISHED GRADE ON SITE SEPTIC SYSTEM 4 CHIMNEY 4 12.6/12.6 WI E MESH PROJECT BENCH MARK x ^ 2 6 6 6/6 G . WIR MESH TOP OF IRON PIPE < min ELEV.- 11.9* BASE: N.G.V.D. \\\ INLE 3- VEN 1 3- IEN OUTLET LIQUID LEV IN 86*51'00' E 0) -2'.2'X3' STAKES 4" OUTLET I '00" E 2) CONTINUOUS HO BAFFLE ASPHALT SEA 14FFLE LINED 1 55,± N BT51 FILTER EACH DAL FILTER 7 Ll LINED WITH 420-00' </ FABRIC in —1 W 4' SCHEDULE If V81 PVC FABRIC t/8, HVC ED 4 INLET BAFFLE 60' GAS 20' ry \N I uErLEC7 N 6'29'55* E 4— 7BIrAlH 34.91, PROPOSED LIMITS ,_ HI . NG POOL COMPACTED b . �V' <�' \ —�Ti�5'-8' I --� �—3- OF CLEARING ILL_*<� APPROXIMATE LIMITS OF AREA RESERVE BACKFILL— LEACHING CROSS SECTION PREVIOUSLY DISTURBED BY POO ANGLE 10' UP SLOPE FOR STABILITY AND SILT FENCE RACKED GRADING EXCAVATING OR FILLING LEAC ING POOL (SEE DETAIL) SELF CLEANING BY HAYEALE BARRIER N 10`32'35" E PROPOSED NOT TO SCALE 1000 GALLON 47.88' PERIMETE POO 1 2 COMPARTMENT (SURVEY BASE LINE) POOL FENCE AR ID; I` SEPTIC TANK S\44'39'00" E NOT TO SCALE LIMITS OF FRESH WATER WERANE) I GAL. 262.72' S \ TANK AS FLAGGED BY N.Y.S.D.E.11CS. LIMITS OF SALT WATER WETLANDS �AS FLAGGED BY J.M.O. CONSULTING WATER PROPOSED SERVICE 1901, MONUMENT T.H. I TEST HOLE DATA. Un T.H #1 0-108" COURSE SAND WITH COBBLES, WATER @ 108" NOTES N/F TIN WILLIAM C. RIDGEWAY SINGLE FAMILY RESIDENCE I COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST & MUNICIPAL WATER SERVICE GEODETIC SURVEY° TRIANGULATION STATION ?'PROS". ON SITE SEPTIC SYSTEM w 2 PROPERTY IS LOCATED IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, DISTRICT 1000, SECTION 006, BLOCK 1 , LOT #4 3 3. TOTAL AREA = 3.90± ACRES //—EDGE OF GRAVEL ROAD 4 BASE FOR LEVELS APPROXIMATE NGV.D 1929 PROVIDE AND MAINTAIN5. SETBACK REQUIREMENTS' FRONT 60 FEET A CONTINUOUS EROSION REAR 75 FEET CONTROL BARRIER THROUGHOUT CONSTRUCTION S 16'4700' E 6 OWNER CREEL RESIDENCE 317.22' FISHERS ISLAND, I\JEW YORn CONTACT KINLIN DESIGN LIMITS OF FLOOD ZONE AE 350 SEVENTH AVENUE SUITE 1603 SUFFOLK COUNTY. NEW YORK NEW YORK, NEW YORK 10001 AS SHOWN ON F.I.R.M. PHONE (917)-447-7603 FAX. (212)-244-9055 PANEL 19 OF 1026 7 SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON MAY 4, 1998 SITE SEWAGE DISPOSAL SYSTEM IN COMPLIANCE WITH THE REQUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH 8 SEPTIC SYSTEM DESIGN BASED ON 4 BEDROOMS 0 S 67*5 ;10" W 9. PERCENTAGE OF LOT COVERAGE= 2 58% LEGEND: 284' - F F FIRST FLOOR ELEV ELEVATION SITE & SEPTIC PLAN Appitov PREPARED FOR N/F DOW IDR FORMERL� E AS Pea UME AND Cc N TION,SF SQUARE FEET PERMIT CT N 4779.78 27 W 2547.04 DAIR s 14 EXISTING CONTOURS 14 PROPOSED CONTOURSeh ro BUILDING SETBACK LINE CREEL RESIDENCE A, TEST HOLE 1400 INVERT ELEVATION 40 20 0 40 GRAPHIC SCALE IN FEET CRESCENT AVENUE & FOX AVENUE 11 FISHERS ISLAND, NEW YORK REVISIONS III ELF y0',4 ff'"t p CHANDLER, PAL.MER 96 KING U DATE DESCRIPTION 1/17/00 REVISIONS A� Architecture, Engineering and Surveying I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL AND 1/26/00 1 REVISIONS no 10t[W)WAY INGIIII CT OIKII!il) Fm odo-m-ml CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE AND WILL ABIDE BY THE REVISIONS CONDITIONS SET FORTH THEREIN AND ON THE PERMIT TO CONSTRUCT, DATE: DEEMBER 21 , 1999 SCALE: 1" = 40' APPLICANT SHEET 1 CIF rrfi � r...n .r. .r....P..r �d , n.m.w..�ry n., n, q •.,1:'.^'. vv .�. ..y.y,a n,K SWI. 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' 1�° ,r j T �1 O to, 6+ KNOCKpUT' ,INtLT: ',AND OUTLET` OPENINGS ,- FINISHED GRADE i N N 4. a DIA, INLET .r kr iu a 0 0 0 o v of a -4' DIA, OUTLET ' ^v oo 0 0 0 0 0 0 0 0 CAST �1lY B CONCRETE COVER '' I• ' CESSPOOL PLAN � -'d N/F CROSS SECTIOPi ,`1d SAMUEL L. GORDON JR. ' SINGLE FAMILY RESIDENCE NOT .TG SCALLCAPACITIESA B C If MUNICIPAL WATER SERVICE , " ON SITE SEPTIC SYSTEM 1250 GAL 61 S] 46' PROJECT BENCH MARK 1500 GAL 69” 59" 56' TOP OF IRON PIPE ASE., '11.94 BASE: N.G.VA. ' N 86'51'00" E COVER SS't \ LOCKING CASTING' <Pi-2'>2•x3� STAKES TO GRADE, N 86'51'00" E FILTER FILTER m,r \ : !� O!�\,� \ FAPRIc / EACH PALE--\ IF DROP T' TO GRADE 420.00' ti W \ \ FaPRtE IS FINISHED GRADE N 6'29'55" E 20 — N t \F 9\ \ \ FGST CHIMNEY .-�--- PROPOSED' \ x I 338. 34.91' 1_— -T- �� - PROPOSED LIMITS POOLM FENCE \ nln. e' O9r OF CLEARING 4.� \ COMPACTED,/ ^n' /- V'?" I SO 00• _ �� \ i PAC APPROXIMATE LIMITS OF AREA I POOL �H \ ANGLE 10' UP SLOPE INCE .- i VENT----'r" PREVIOUSLY DISTURBED BY - \ FOR STAPILtiv AND ALT FENCE BACI EDD OUTLET GRADING EXCAVATING OR FIWNG�I AREA LEACHING POOL LEAD TNG POOL,� \ v IQUID LEVE \' I (SEE DETAIL) �\ SELF ELEAnInaGYAAI F' RAftKIER N 1 47,88' E RESERVE \ \` 47.88, I I \ NOT TO SCALE 4 ny CONTINUOUS HOT D (SURVEY BASE LINE) I ��ppp� Y / � . �•\4 \� - . w ASPHALT SEAL BAFFLE �' r n'rs � u v (p S S 44'39'00" E - f DEFLECTOR" VY' ( � q 12.35 \ \ 282.72' ;da \ LIMITS OF FRESH WATER WETLANDS '—'71.5' / \ \ AS FLAGGED BY N.Y.S.D.IE.C. 7250 GAL, SEPTIC TAN( 'z ' CRSS SE'GTIQN y \� UMTTS OF SALT WATER WETLANDS j /� u m •\ \,/�AS FLAGGED BY J,Mrb, CONSULTING \\ \ V \ •\\ \ 1250/15Q GALL©N li'"i 2 Camp fl z fl PROPOSED `•�� v s�, I l� �� �!� �;] v'v WATER •\ \ O ` ` .r 'm \ NOT TO SCALE 4' MONUMENT 1 � d � 1 TEST HOLE DATA: \ mo \ T H.#1 0-108" COURSE SAND WITH COBBLES, WATER 108" N F \ 1r 1 r" \ rLflIES WILLIAM FAMILY RESIDENCE: fys \� \ \ , \ 1 , COORDINATE DISTANCES ARE MEASURED FROM U.S, COAST & WAY SINGLE FgMILY RESIDENC 9 4 . yv v GEODETIC URV Y T - ,�r�/ S E RIAI U TIO T / 1 JG lA N S ATION "EROS". MUNICIPAL WATER SERVICE g '\ ON SITE SEPTIC SYSTEM X86 W \, / \ \ \\ I• \ 2. PROPERTY 6 LOCATED IN THE TOWN OF SOUTHOLD, COUNTY ' \ OF SUFFOLK, DISTRICT 1000, SECTION 006, BLOCK 1, LOT #4.� ~ >/ \ \•\ \\ / \1 \ .1 3 TOTAL AREA = 3 90t ACRES \1 \ /--EDGE OF GRAVEL ROAD 4 BASE FOP, LEVELS, APPROkIMATE N.G.V.D. 1929 PROVIDE AND MAINTAIN �' \\\ j/'\ \ ,! 5 SETBACK PEOUIREMENTS: FRONT - 60 FEET A CONTINUOUS EROSION \ CONTROL BARRIER 72 \� I ,1 \1 L\ REAR - 75 FEET --" -- THROUGHOUT CONSTRUCTION5 16'4 \� 1 700" E 6 OWNER CREEL RESIDENCE 317.22' FISHERS ISLAND, NEW YORK CONTACT KINLIN DESIGN S OF FLOOD ZONE AE >'� ' \ \, 350 SEVENTH AVENUE, SUITE 1603 , AS SHOWN ON F.I.R.M. fin 1 1 1 NEW YORK, NEW YORK 10001 " UFFOLK COUNTY, NEW YORKrt 1 PHONE, (9I7)-447-7603 FAX (212)-244-9055 PANEL 19 OF 1026 �\ Y �� \��J '1 MAY 7 `:ITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON 4, 1998 �9'� �• V A SITE SEWAGE DISPOSAL SYSTEM IN COMPLIANCE WITH THE REOUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. 8 SEPTIC SYSTEM DESIGN BASED ON 4 BEDROOMS. o S 6751'10" W \ \ 3, PERCENTAGE OF LOT COVERAGE= 2,689 LEGEND: 28.74' rJ y F F FIPST FLUOR EI EV ELE`/ATIi)II SITE & E SE�F NEIYY TIC PLAN N. F Nr JN IP FOF:NIEPLr * spa °Ay PREPARED FOR MONU X P`I S.F SOUARE FEET MENT F� _ � N 4779.78 i e= �nC>• rn� / I n,lrln -- — 14 '— - -- EaISTIIJG COAT OUTS W 2847.04 1r{ PROPOSED Cl-IJTOUF', P BUII_G1146 SETEACK LIIJE - � � 1�''- ° Vse`� CREEL RESIDENCE ,I 41 TEST H(-,LC "51041CV 141,YY INERT ELE/,TION 1'I' 40 20 Id 40 OPAPNIC SCALE IN FEET-1N rEcr� CRESCENT AVENUE & FOX AVENUE FISHERS ISLAND, NEW YORK REVISIONS . .._. .. Al CHANDLER, PALMER 6. KING DATE DESCRIPTION /17/00 REVISIONS � Archltetture, Englneerin9 and Surveyln9 AM FAMILIAR, WITH THE STANDARDS FOR APPROVAL AND 1 '26/00 REVISIONS 110 w VAY a WM CT "M 96o-aas M rAX ego-� 7= CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE AND WILL ABIDE BY THE CONDITIONS SET FORTH THEREIN AND ON THE PERMIT 10 CONSTRUCT DATE DECEMBER 21 , 1999 ----- APPLICANT SCALE 1" = 4'0' . SHEET 1 OF -t' �; - , _ . . ... ..,. �.._ ,. ,,., .,.,rn,-._. .:-a,,, �- a,+,T a-r:T . .-_ ^• _' _ 1'_ 'm,-., . 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X1,141 \/ p2 \ / / \ ��, of column (0 ,{ Y, ° � , \ / \ 0 �I - \V A / / / A\ _ - - i SCREENED PORCH I 330 I ", iu _ / I- ABOVE ^ (9Z , + I m \ /A/ \ - - outside edge ' '...411 \\ \ / - - - - - - - C - -I - - of column I e d i \ \ - - - - HI . r. " \ \ \ \ ❑ N _ ,r 11 \ \ i \ \ iJ�t S \ \\1 \ _ _ _ _ _ _ _ - - - - �_ _ - -_1 1 1 of ncoluter mn a' r-�iJ; �� / \ \ W f,a \ AFI ' � � \ \ 1 1 t , \ \ edge l I" / A \ - - �I N 0 Pf' „'4 4N� .X \ \ -I outside edge r \ \ ) O I _ _io J ' of column g M or a°° m° \ \ \ - '- - - - - - - - - - - - - - - - - - DO NOT PITOCEED WITH j�'1 �R \ V/ 1 . 'i FRAMING UNTIL SURVEY ridge line V A y I I \\ \� ' \ \ \ �� V A A -\\ - - - - - - - - - - _ OFFOUND 6T N LOGALI9 ' - J o%h oipmn 1 � : `r ' \-- - Q HAS BEEN APPROVED. " i'1. I V \ \ - Amit ` ' ` N, \ \ V / T.O. SUB-FLOOR T.O. sue- LOOR N M PROVIDE ANTI-SCALD AND/OR \ / '\ \ 1\ M � S� / / ELLI! 11 -0 - ELEV 12 0 - - - _ __ _ _ _ _ . M THERM&MOCN,PREVENTING _„, pL_EIM®fNh� AShIfPART, 902.61Rj , TAT IIDINGCODE: , .A, r _ i \ CONC' �- ALL PLUMBING WAIS jF,p,11� center line '" %', \ 4 / - _ __ - t � - _ - _ - ;F - &-WATER-LANES -� K I of. column, " 11 i / / TESTING BEFORE COVERING LJ ,aT,a \ / / . . r, \ '' � cE CRAWL SPACE WITH PL UMBERCERTIFICATiON , 8 / ON LEAD CONTENT aE, , ' °e i '\ / F\RE oN o 2" CONC. SLAB If copper tubing is used CERTIFICATE OF OCU' "tl V , ce°tat R`n I - ,/ \ +HR, for water distributing pc w .�, / Rpt\OE Sp{ UP \ system; piping shall 6e� _ M�; T cpvp \ / / / V 0 1� V� Cu E ! \ of types K or L only SUPPLY SYSTEM (� � w ; �\ /� o / \ p 1•jE���0\ G 1� i / UNDERWRITERS CERTIFICATE EXCEED 2/10 OF 1` k �J I REQUIRED �r N, / \ i STA T. eine �� / \ V z \N' •/ � � \ - p , - e^,�. \ / 6e-fa70/5 NOAD. ',-,ISSUE .DATE edge \ \ \ � _ i i - \ \ / : _� _ r 1 LLLJI APPR DAS,NOT DESICR t/10 .. pot4,c Wtnn \ \ / / / \ / / _ Iwl - - - - - *_ - - ,- - __ - - - A r / P B.P. 01 DEVELOPME . 2200 ;''''r of \ i / / / \ - FEE: '.'side edge 02 REVIEW 5 BMISS bN'.'-240¢ i_ro-�'I6, > \ LiFilPROVIDE OPENINGS FOR NOTIFY BUILDING DUEPARTMENT IT '' BID SET" , ?000 s' 't � N- \ \ / � / `� - 766.1802 9 AM T014 PM FORTE 03 si0 SEr 20 9 �, Gy / - - FOLLOWINGINSPECTIONS: ECTWO REQUIRED, 04 i,r_,I �� I I EMERGENCY ESCAPE AS a oD DE . 'a/D7 # t a \ \ / / - supMISSlaM . 200D A, \ \ / \ / I 1 REQUIRED BY PART. 714'OF z. flouGHURFRMCONCRETE eLUs pEPr'. 1/op \ _ _ I - J N.Y. STATE BUILDING CODE. LUI " 05 + ADDENDUM, ... 'z0 11 \ \ / / / / / - - ,. -' - - - - Y_ - -. - - - - - 3. INSULATION a \ \ �, F - - 4. FINAL =CONSTRUCTION MUS _ { F / / \ v „ THE CONSTRUCTION SHALL .,: BE O _ - 0 STRUCTI'ON SHALL MEE - 1 I OF \ _ \\ / \ / / i / / \ 461: ALARM DEVICES TING , cones; "NOT RESPONSIBLE For J' - N Q b Y c, / \ / \ / / _ 18.0- _ - - I PRNVAST PART.GCDDE STATE CONSTflUCTION & ERR R_ : : - 1 11 ' ' r r It it+' 0 " I DESIGN OFICONSTRUCTION n(�/''� " ' da ed9a o / / / / \ _ _ - ,. _ _ E .. i�Vll ;t^ It, '` 'lei put4, \am° - /\ \ � ° 1 jo? 013 02 + _ LL� .. _ _ _ cizili co 2 , / \, 1 "\,., - 21 A301 FOOTINGfgR FRONT,STEP VIDE'fA+RATION TD '\q�µED ,Q O . ,' +*m+,\ , \/ III PROe E \\ / l / PZ, T-9 k3/4 , It ,;'. I �r _ I "'. „ I 11 " _ I , 41FL L7GA��C 1 '�I� NORTN; PA TED 5I _ t ���G r ,gl,r „ aka_ Ji N.Y.'STATE BUILD (1j O ts�de edg \ X - \ - . . °°\wmo � : _ USE IS UNLAWFUL ING-CO E: . \� \ I WITHOUT CERTIFICATE v �. 11 , _: - . ',:'_ "" ss „'t. ''_ r FICATE ,„ . .I� 9 . #y%1, . -' - -',, ji� F"OC�,UPANCI �., UNOERWRlTER3CER(I o„da �y _ - \ + r it, . ' ✓Y.'„ ',i, REQUIRED QF 'r. 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SUQ FL00 ly C1 Z _ — ELEV +]U -4 �- _ ❑ ❑ -_ 6, ❑v I L I � � I i - Ul , 111 1101 — 7 ,{ I L77 : l Iy Y l� ' ` --- —ELEVTia OQ@ L����� �i ❑. �I' ,�)-- �1 _��— I�r �❑ � �{1 ❑USO EL - I: EL � • WEST ELEV�TION W I 03 1/4"=1:_011 II 0 I H G 04 03 02 01 '� - --_ ❑. K ' L 11 i-----------T9�DLNEG &10�241 L'EA4 —107/84 ��- — -- — ----- --1 _L E -- EEV x+28 -0 9 16” ❑ f L '' 1 1 � I �I❑— LI I � r- r�r ' 0 ❑ fir❑ 1 I r❑I❑11�❑1 T Z ❑ -Ir l iI 1�_�hL ,� ! �1i LI 1_C❑S� L � _ ------ 6N+1B 8� _ � �J-r 4'-I--� --=-------- :Q..2NQELR. LL&G�9,E9� . NOAD ISSUE ' DATE Q3��4 L EL-, iT� _ I_ _ 1 �L, r i _ I _ DEVELOPMENT 2000 �' L L . Li 4 J TI r 1 ❑ 1� L,—� 02 5NEIBMW sOFNISSI1a/,e 4000 em sET � B/ao x T' �O 03 SUBMISSION 2000 - Y - BLOG R . El b/07 4LJ`. �l ���� 12 � ' T[T 05 1' 9LOGi505FFI'. 12 �5 _ ADOMDuM'• -2001 5 � IEV�+10 —°a�' ' _ ELEV +10 —4' t L � � .JAN 08 Z_' � ❑❑_❑ 20011E " ' I _ �❑ ❑LL�� � � L "!r SIX^ r J� - :+d: E 1 i S C 10 D � o ' _f ❑1 11 ��r I❑J�,T _1� 11 r ,��. � I � oe , 1 �� :s �'�.�., [ . I � � 7 I J I , I 'I �, .x ss. . •�: �x � �m ❑ — � — ELEV 1 e -o +i -01. µ O Q ii I WR I , L1 ,�-��L_l,o • --��.����c� ❑ .__— _,❑ ' �JoC---' �o �' L. ,5 ELEV ^2 , 0: Li 4L t, VATIbN cc _i:. s'. 1 V 4 A� EV VATiO NORTH LE 11 � � r — _ �' . (JBhiQUE� ��. � ATION31 14 —1 0 ,,,. . n >".v ,,, ��. 41 �j 9 . 0, r -a4 �' - I �I designed by: fZ�� 1.� W0 Nw E3 � r I t T�_D1NIN��0��9FTLR B — ��1� _ 0� _ - _ u fou I �; - ___------_T-O-DINIMG R401�1�21fLG W. (n �, � �.. — ------- p ELEv +2e'-10 7 a' �. . ELEV +28 -10 7�s -- -------- - O v ^ Z — - N TIL_[ _ } � -- J IL- � J (p I ff T I�L.f_1 Z W N PHi Tu, I - �� L -I. i T7 j ELEV +1 B -6 architect of record: W 51— w 1I W - TLrI --- ---- - --T,.4. SUB� OQR N ELEV +10 -4' --- � Z 41 I I 1 r I � I � - I �', T I � 4r i _ J L 1 -- i_� I. J I1HT1 1 ' _ IT_ l_ I I I r[ 7_ � rL T 1 Tr � Ir CCl S I I1i T Z 11 rT L1-LI 1 JI ' C 11 _ rT IT I114 TTLII ( ,l I LI— ' � i 0 i L,`ii ,_IJ _ T L`iJ iL '_ _LI i L.I �L . L_! TY' L,—L I II_1 I , II _ - L-__,-i, ,-- LT - ' Lr ,. I [ - [� _.i.l - T. G L _ _I _I ' _ _ i I J. I I I [_ , _ i_ _TL1 -_i I _ . I'_ III Li ! _ i -------- - TO..L If �-T.O. SUB-FI OOR 1 1 f I_ J ET _ ELEV 18 0 +1'-0 -- - _ _ _ _ _' - - 1_,-1 -'' �J-� 1 'I _ p r'-i� r�-- , T I -rrr - T _ l I. � _1 _L,-L_ l ! -� l I 1 r1i I'''I ! I SI [ _-"___ TS B+ OR - ) / --I - - � _ _ = __ -_, LI �ri �T T' _Ll _ _ '', _ , _ _� r _ r C I_ , r, 1 ISI �� i ELEV (17 -0') 0 -0' \� _-- 1 - 1 r -- ' fll ��.I I- Cpl ll -...-._ :__ - _ L_ - - 1 - oma _ - - _ ILl Ir-i I, .-�, or-� I-1 -moi.- -rte �J • i_� � cL VIII — �' r—r-- - L J -, __- — -- — - - --- r ' �' r - -- - I � 1S -ter_ ,. r „ ' !I ' _q'�^J -J -----T9�FJNISH DR --- -- - - - GPM n _ 03 EAST ELEVA ION 1 /4'l �y PONM 01 02 - 03 04 T_0_DINING ROOM RID_G Ell _ I '' I -' ' ' L� 12 - --I; I . I J -- - - _ - ---- T.O. DINING R00�$IDG� EF iL�t ��- - -------------- T ` ELEV +28'-10 7/8 - 12 D _ ELEV +28'-10 7�/8' - _ __ _--------- L N12 _ F11r �I L- I li I� - — - -- -_ I_I � I -- rI � -LJ� �i_ _I� - _ - - - - -- T_O�ND RO-CLNG. BEAM -- -_ -_ _ I�'� �[ T - .J ��l,II �L�I�7',I_i _ [i Irl ------ T.O.D 1L`P FSB.CLNSi,•.�,EAA'� NO AD ISSUE DATE ELEV +18 -6" - -- ELLV + 10 -0 -T IT, DESIGN 1/10 I T-L 01 DEVELOPMENT 2000 1 — 1Li1 � T - -1 [,-L 1-1 Y REVIEW SET 6/18 Y "1 " - I-T i '- �2 SUBMISSION 2000 _ L l 1 BIO SET 2000 — -- I — -- - [�T Z r T r 03 SUBMISSION zaoo -� _._ � � 1 _ � _.- Lf 1 _�_��I _J_�[�J f _ T SUBMISSION DEPT. 2000 � T _ _ 20 �_ — _ � � = - 04 [ � _ � � suBMlssioN zoaB l -� - - I ___ BUD . DEPT. 1/08 -- - — �T- `ice - - 12 / =� - I' i,_��_ �1� - i..l__, 05/1\ADDENDUM 2001 5 I � . �EL�EV S+S10'Ei20R _- -_ -- _ _ - _ - ELEV +10 . I- -_ JAN 08 1L J 11HCO L+ r LII --- 2001 F L_1 I.I L, I T`' I L I [ i/ \� T L- TOP OF DECK AT ELEV. +11 r� �L[ _ �L - t04 �.jl � r4�� 11 1_L . l 1 r - F 7 gED Aq U I f � / I IT � � hl ,b I to - .[_ L -7 i 1 r .i_ 10 / i LF TIrC1 5� A I I I L -T ' r I r1 g L ' . i TI 4,41 L17� 111TLT _11 _IU F10Qjr-m I [ 1 J_ +lY�0� ELEv �a -o') +1 o I �y1 L i I Ir11Tr 1, ' — _ -- _ 4 i� C oho❑L-7�� L Or_ J . •R`F 1ELEV -2 �Q r ELEVATIONS EAST OBLIQUE ELEVATION ELEVATION / u 0 �1 SOUTH ELEV - J 1 L , designed by: Z W O �D W W °o ° �, WN � � � Qv "Z- in L1 (y IY W 0IN I JAN } Z � w` N Z architect of record: H U F L Udo . . .— ¢ to W WZ9 Qco O � � 11 FI woz g R�CC� n O I I I I I I V I 02 I A303 _ _I_ I 303 PIZ 12 / — — ----------------------T.0_ DIf�INO BOOM RAF F5[25 PEA I 2 / i �— —�� ELEV 28 -10 7/8 1 •� �, - z� _ �_T� ------------{------ --�Q�mIN�ROV *28'-1 7/ I i I i i I iil i i ELEV $28'-10 7j'� rt 1 12 12 /X' Pon" I 1I -- 12 _ ----L4.,.2UD_ LR LLN�3 AM j 'w - --� i . iL - - -r= i_i ELEV +18 —b I �1 12 ," I I I I I f JI LO 2--- N.4—FLLGJEV18EA6 , ] o -. T L I , 1T " MASTER HALL TO - �._L! . �I�1 _� �I� - —� I I t I I 1 - J _! . ,J'_': - L T BEDROOM BATHROOM Vl ----- —�—� i i 208 �� I _—TO ELEV + Iu -4 12 I I I 12 ELEV +10'-4'� I I I I � 5 I - KITCHEN s ., � - T _iQ1�Ue-F1Rp� { EATING AREA I `r�-, � � FjLEv +10 -a'� 103 1 , v - 1 -: .: NO AD ISSUE DATE DEVELAPMENi 2000 R ND y i KIT�HEN 01 DeslcN /m 1 L L -- ROOM — -- — ---- — POWDER s eMEssso iooD 104 \ I DINING 103 02 /18 -� -- -_ —_ / 105 I ROOM 03 BID SE a/ao i v /��` I 102 SUBMISD PT saoo 1 I-- - _ BLDG. I �--- 04 SUBMISSION 2000 ELEV T18' _ _ ADDENDUM 2001 .Ii/E , �. ;," :� ; ;. `"✓ z t- ELEV �8 t'' + r40�r'- ___ -ems ✓ 1 I JAN 08 �-- 01 ...�f�:$: I E V 1 0 U��� �GERAgd fj. II I�— --- —L-=' ----------- -----J-----------7 - --t- 1 ------- -- I 1 F of nIF { 02 KITCHEN EATING AREA BLDG SECTION { DIN GROOM WING B IDG S CTI BUILDING t/4"-1'-0" 0 11/4"-1'10" . ON SECTIONS A-2 11' 4 .. designed`by: 11 Wili N � } m Q �c, z E3N ZW ; Iz J (n Z � W N Z � I i architect of record: U N i N " U � c Qy to UUN � 0 ¢ � t7 � >00N W o Z U i I 1 G ( H) �) (� �) (L) 02 ' o1 l � I �� --------- - T ------A30" - - � + --- ———— --------------- - A301 QQM __! __________ _____LQ. PINh10�ELE1+28'—_QL __ jI'.�J �` _L__________________ ?9_LLVNLB09MfRL2G�� ELEVI +28'-10 _--_-- 12 ELEV X28'-0 8 16' �12� I I I I I I I ' LJ -= ELEVLN+18 8 --TSLFSf3,.�EV +8'F�8.. 1 �_-_ - i ---- -_--\ - - 1 --�-- - - - _ .� BED j I ROOM 1 B LCOl 201 Y 20=2 = HALLWAY r�— -- • -__� li \ _ \ \ _------11.0 SUB- OQR ��I12 _ 200 _ _ - ELEV +10 4 ...' I .72 , ELEV +10 4 11i 1 — - 1 NO AD ISSUE DATE LIVINGI - DESIGN 1/10 'r I ROOM 01 DEVELOPMENT 2000 106 a 02 SUBMISSION SET 2000 1 rn 1 REVIEW SET 2000 ENTRY OVERE _— - LIBRARY 1 03 BID 9E s/ao HALL PORCH 107 suEMISSION '2000 100 ( L! 112 1 SUBMISSION '2/-00 - 04 sueMlssloN zaoD 0. SUB—Fl0 R BLDG E DEPT. t/aa 1 1 ADDENDUM 2001 �� _ T.O. .��l6—E62p _ -� i ";:a. — —ELEV (1�'— 0(-0`ir "moo �- �.. � I . �; ^. ,. , . � . :��. � -, �;; . -- 1 �- J c—. s� j 1 1 1 o Iii a �� " � ' � � JAN 08 J "IP -I �EVUU�L 2001 12 -0 I V'-1---T.O11 —rtA� ( 0' 1 I 1 HRo --------- --- ------ --- -------------- 1 i---------------� -- -- -------r- ------------------ I----------- I 1 Nl 0 01950°j 0Q' p OF NP J I BUILDING 2ENTRYWAY BLDG SECTION LIVING R06M BLDG SECTION SECTIONS it 1/4"=1'-0° (NOR1H) 1/4"=1'-0" p designed by; E9 W 0" Nwaa � WN [ Qv zin Zwt m 7 El N J In } Z h W N z `j architect of record: U Uwo ¢ N >' N O O O © © O I a °QXN W I J Of Q w U' Z I I FI _rg.—D�NmS�Boo�1 RI _ DG ----------- _ — _ - L]l ELEV +28 -10 7/8 � �� I � -- FINN � - � -- CLAPBOARDS, 4" EXPOSURE AI'j __ -_— �— ROUGH CUT SIDE EXPOSED y9E ---------- ." A"/ ! ELEV +18'—S" _ l _j — �I- TT I T o. SUB—FLOOR _ L III _ NO AD ISSUEDATE -- I� - DESIGN 1/10 Ot / — - - -- OEVELOPMEM 2000 - -'--' REVIEW SET E6/16 SUBMISSION -- _ -- II -- z000 I 03 BID SEr 6/30 SUBMISSION 2000 ELEV (18' 0') +1 0 -- 04 BLDG. DEPT. e/m __ __ SUBMISSION 2000 i ELEV 17 —0 0'- 0' ADDENDUMT 2008 0I,,O_ FICII�H G��E_—_ I ELEV- 15'-0") /' - JAN 08 SLAB -- -------------- ELEV (i 1r 0'� ... ,. _ .. .. .. . . . . . .. .. .. . .. . ... ... ... .. . .. .. � 2001 � \C��,�GERA f Or- Vr of INE` BUILDING O 1 ENTRYWAY BLDG SECTION SECTION & (SOUTH) PARTITION TYPES , I designed by: �I G H Z � WWIJK W rn a D Ye Z , In - CEDAR SHINGLES T.O. VING ROOM ] - " N -------------- ------ --- ----- ------------------------------ ELEVR29 0 6-- T ' ? WF Y -- LL s1 " J > 8 1/4" ROOFING SANDWICH PANEL �� "�x 8 1/4" ROOFING - N 7 SANDWICH PANEL 1" FINISH TRIM `��=- - z v^r, CEDAR SHINGLES T.O. DORMERr / RAFTERS 2LAIL- -ELEV +25-8 1/4" 1" FINISH TRIM architect of record: IyIII1�Ip, - _i r y-+I W N N / w Z — 5 1 2" SANWICH PANEL Y U- -f W 4„ 6 1/2" SANWICH PANEL---/ ' ANEL `. `t -�/ I ZO N III/ r rl l'i CEDAR SHINGLES j Iy 2 N CEDAR SHINGLES WC7z i M, EAVE LEDGER i� EAVE LEDGER —__ 1x FINISH TRIM - T.O. BEAM -_- __ _ ____T.O._2ND_FUR._CLNG. BEAM__ 1x FINISH TRIM - ELEV 18'-6" r ELEV +18'-6 - CEDAR SHINGLES PIZ - CEDAR SHINGLES 0 POM _ - - - " CEDAR SHINGLES - -\ - FURRING ---� 3 " ,\ /4, FIN FLR - CEDAR SHINGLES 2X8 EAVE JOISTS -- �.\ �\ �� ' /� — 2x8 LEDGER - 'w I � �- 2x8 LEDGER rIl WAINSCOTTING SOFFIT � _ - 6 J Imo 44 I�1/2" SANDWICH 3/4BR CEDAR SHINGLES PANEL 2x8 COMPOSITE MICRO-LAMINATED BEAM BIT BIRD'S MOUTH CUT 2X4 CRIPPLE — V ,✓"� -I- — 2x8 EAVE PLATE M , A TO SUPPORT \ /�\� F ATTACHED TO EAVE JOISTS OR JOIST - \ 2x6 TRIM SAVE RIBS FURRING STRIP i - --- INTERIOR WOOD FINISH / i� V 1�1 2x TRIM EAVE RIBST.O. ATTACH TO EAVE JOISTS -7 TIMBER BEAM _- ------- SUB—FLOOR q - CONTINUOUS / . pEg Q"EI�R)ERIFE AS NECESS - T.0_BEAM _ TO SUPPORT FURRING S- ELEV +9'-5" - li / 1/2" PLYWOOD SHEATHING---�" /\� \ \N- �/ —- WAINSCOTTING SOFFIT BLOCKING AS REO'D— - - TIMBER COLUMN BEYOND TIMBER BEAM ' ' r, FURRING 6 1/2" SANDWICH PANEL # CEDAR S L CEDAR SHINGLES -- I ~- 1/2" GYP BD - - - — 1/2" SAND_�ICH PANEL - I_ -- SHINGLES - -� � -- -' -- - - --- - - -- -- -- � - -- - - " - - - - - -- -- --- - - ----- - NO AD ISSUE DATE 1/2"2x4 -TAPERED SHEATHING _ - - DESIGN 1010 --- _ DEVELOPMENT 2000 _ �- 1/2" GYP BD / 1/2" GYP BD \ 6 1/2" SANDWICH PANEL - 'Ih 3/ " P O SU R r 02 REVIEW SET 6076 �' - 3/4" FINISHED FLOOR I 2x4 TAPERED FIN W/ SUBMISSION zoao 3/4" FINISHED FLR /2 PLYWOOD SHEATHING UBM BION 2000 6-1/2" SANDWICH PANEL 2x1 RIM JOIST Inc DEPT `T.O. SUS 0. SUB—FLOOR _ 1 04 SUBMISSION zoao -- — --- li /0 OS I nDDENDUN ' DD _ 2x10 RIM JOIST ------ ( ) 11 , 2x8 SILL PLATES BLDG. DEPT. 1/06 W FOAM SILL SEAL .�! I ' ATT INSULA10 I 3/4" PLYWOOD SUBFLR I �� - ' A le A I I WOOD TRIM EXTERIOR DECKING 1 __ T.O. "'.".T. _T.O. FOUNDATION BOTTOM OF SKIRT 4 I OUNDATION ------------ - --- ---- _ T EL Ti —10 374 ) al o ----NG ELEV —1-1" ELEV i�f 3 4 II STONE (ACING — B" FOUNDATION WALL W/ i II �� 2 9LL PLATES 5/8" ANCHOR BOLTS, 48" O.C. 6„ II W/ FOAM SILL SEAL 1 IIII FORMED CONCRETE SHELF JAN 08 (2) #4 REBAR CONT. L� -------------------- 6„ PILASTER BEYOND CO m 2001 TOP & BOTTOM rc '. _ _ BOLT ANCHOR FINISH GRADE 3" BOLTS ® 48" O.C. 8 FOUNDATION WALL W/ _ 5 -- ELEV -2-6" (2) #4 REBAR CONT " A PILASTER BEYOND TOP AND BOTTOM " _ _ 2 4 REBAR , ( TO .SUB-FLOOR ----_-_ of c 24" O.C. _ (2) #4 REBAR y T 0 SUB-FLOOR - Eby '2�_�•�- - - - - ' 15# BUILDING -r 1 24" O.C. - - - --- ELEV (12'-0") 'PAPER j, n of °Q pQ 2" CONC SLAB - P OF NEN4 J CONC SLA 15# BUILDING B I ' p/ 6x6 #10 WWM 0 (�_ -._ 4" PERFORATED _ PAPER S 4 W/ 6x6 #10 WWM ` PITCHED DRAIN (3) $4 REBAR3" MIN. CON 4" PERFORATED 3" MIN TINUOUS REBAR CONTINUOUS' '_COVER - PITCHED DRAIN COVER WALL 41 LIVING ROOM WALL SECTION o � LIVING ROOM WALL 'SECTION sEcriorvs O2 3/4"=1'-0" AWW � . - - designed .by: ----- ----- --- TO RIDGE BEAM N I.- 03 (7 ---- ❑ -- =---------------------------==----- ---- ELEV +24'-5" W N Cl } D) - M Duzm 5-1/2" FIBERGLASS INSULATION � W Y � ZW. � oN J PQ 9" - - - -- - - ---- ---- -- -- ----- — ---- -- -- J ---- -- -- ------- - Z � W N � Ze -- - - — _—_ 1/2„ 7 1/2" 200 EOR00 BMITE � I BEAM, WRAPPED � 9 I _ ---- �� I -i-Y -- --- - - \' I W/ GYP 8D i� 2x6 LEDGER archlteet of record:' - CORNER MOLDING .�� r- N U —THREE 2X6 STUDS N ' ` \ BASE MOLDING 0 $ . i 2x12 COMPOSITE - o I'�- BELOW - ,- BEAM, WRAPPEDLu Y W Z q W/ GYP BD Q z y Y LLFIS w � Q3N 2x6 LEDGER � I �— _ wQoz - / T.0 ROOF BEAM = 4" DRAINPIPE I ,� r��--------- --------------------------- ------------------ I� - RIBBED METAL - - � j� ROOF SYSYfEM � COLUMN & DkAIN DETAIL f 03 3"={ -0" 11/2" GYP BD ---� / — 2x8 COMPOSITE BEAM I - WOOD TRIM 1/2" GYP BD LEADED COPPER 72x6 LEDGER ROOFING SYSTEM j t J� � i - 1 ------------- .---------------- ----------- ce ------- -- -- TO- � R_00_F BEAM 2x6 JOISTS 'w I\ i 16" O.C. 2x12 COMPOSITE BEAM 2x10 COMPOSITE r-- - BEAM, WRAPPED W/ FINISH TRIM04 - _ i� STICK-BUILT COLUMN { I% '1/2" GYP BD �, WITH GUTTER DRAIN IIiLEADED COPPER VENT /I / �� — GUTTER (1 OF 3 ALONG EDGE) . fi ; - WAINSCOTTING 2x10 iC0�1PO51TE i , II _ FURRING STRIPS -- WOOLI FRAMED SOFFIT -- -- { / - �� \ c I1/2" GYP BD -- � - - - --- ELEV +7'-9" WAINSCOTTING SOFFIT-----_ I yy -- I' - - - - ----- -- --- .. FURRING ST� IPS 16• OC. — �— -- -- - --- - - --- - - - - - CIRCULAR VENT (3 �1�1 ' �1 � � ALONG EACH ENTRANCE EDGE) T i it NO AD ISSUEDATE 1 O1 DESIGN 1/10 DOOR SILL - - - f 1 -- DEVELOPMENT 0 DOOR JAMB BEYOND DOOR SILL PLATED 2aD 2x10 RIM JOIST �' ��.� _� 2oNO--RfM JOIST -- - J aEvlEw 5Ei a is SUBMISSION 2000 TO. SUB-FL�R 0. S(18F%RLATION OOD SUBFLR ��� �f \ - ', W/ FOAM SILL SEAL 1 - -� � T.0_ENTRANCEWI,ANDI G 03 OZeLDCI DEpr. sDoaELEV 18'-0" +1'-0" 2x8 SItL PLATES I ---�--- - -- 04 sueMl55ioN '2ooD I� INS T.O. ( /4 ) 05 t eLDc. DErT. 1/Ds II EXTERIOR DECKING - /-- BATT T.O.0 OUNDATIO { ELEV 17 6 -- { 1 _ 1 ADDENDUM 12001 EL (16'-10 3/4") T.O. FOUNDATION___ _____- ---.- 'OUNDATION WALL W/ \�,�_ 2x8 SILL u 6'-10 3/4") POURED CONCRETE STEPS tl E, s E (1 (2) #4 REBAR CONT. ---- W/ FOAM SILL SEAL BATT INSULATION—/ �� / TOP & BOTTOM V �\ 5 STONE STEPS /8" ANCHOR 5/8" ANCHOR BOLTS, 48" O.C. III i, /— STONE FROM GUTTER BOLTS ® 48" O.C. PITCHED TO DAYLIGHT JAN 08 \ "8" FOUNDATION WALL W/ 3 METAL SHELF ANGLE 2001 (2) #4 REBAR CONT JI TOP AND BOTTOM S - ISHGRADE _ zo; -� - - SEa Eo — --- (2) #4EBAR (2) #4 REBAR I4 -- - T.O. SUB - --- 24" O.C. — — \ ELEV ( � 24" 0.0, — I q _ -_---'--------------------------- -- E0 S(B 'FLO R o 15# BUILDING - �.� 4" GONG SLAB SLAB BUILDING o PAPER 2/ 6 6x6 ##110 WWM PAPER9/�O NE ® W/ 6x6 #10 WWM - I ^ F 14E`� 4" PERFORATED 3" MIN. (3) #4 REBAR (3CONTIN000S ' ¢ ¢ ®__ 4" PEPITCHEDFORATE PITCHED DRAIN CONTINUOUS 3" MIN. DRAIN WALL 02 ENTRYWAY WALL SECTION ENTRYWAY WALL SECTION SECTIONS 3�4"=V-0" 0 r " I designed by. / Y 4 prm / -- w O wC3 C3 _ T.O. DINING ROOM RAFTERS PEAK �/� F ------^- ----------1-------------- - ------------------------ROOMI 7/8--- i� CEDAR SHINGLES -- / �''` ELEV 28'-10 N > W 8 1/4" ROOFING �V _--, �I- TIMBER BEAM [3, w SANDWICH PANEL — `� \ \' - Z Q' — N i � m I �-- CEDAR SHINGLES N x, 1" FINISH TRIM— AV �. :;;i, �� } 8 1/4" ROOFING In N SANDWICH PANEL - Z I, DRAINDETAIL N�onloent of record: 03 3"-,'-o" 0 6 1/2" SANWICH PANEL--�- III II f Ji I- --�`�� � of CEDAR SHINGLES - - - -- - Q y > N 1 W 2 0 , Se EAVE LEDGER111 w o z 2 1x FINISH TRIM T.O. 2ND FLR. CLING. BEAM _ -- -- T.O. 2ND FlR_CLING.-- BEAM --- CEDAR SHINGLES — ___ � � r ------ -- ------------- ELEV 18'-6" ' ELEV 18'-6' - ---- --- --- - -- I I - - - - CEDAR SHINGLES Il , ,a 8 1/4" ROOFING II ' WOOD FRAMED PARAPET - - -_� V- ROOF DE�K \�. ; -\ SANDWICH PANEL • pi ROOF DRAIN- - �t MODIFIED 817UMEN 3 4" FIN LR \ _ \ ---- ---- CEDAR SHINGLES ROOF 'OVER� CEDAR SHINGLES ------- SLOPED PLYWOOD - MICRO-LAMINATED BEAM 3 PSU' OD A �-. . I-IT i � FLASHING!—, / 1 , ----- BIRD'S MOUTH CUT SUB LR \ V L 2x6 TRIM EAVE RIBS / EAVE JOISTS- - V I i \ \ .; ' ''"`,.,, ATTACHED TO EAVE Jolsrs ^y ^y ELEV 10 TO;-Z;; ---- _SUB _ / T.O. _ FLOOR T.O. SUB-FLOOR / - / I � � A �/ - -------- ELEV� 10'-4"— FLOOR JOISTS —� FLOOR J IST 2X4 CRIPPLE AS NECESSARY ` TO SUPPORT FURRING STRIP rI1 II i7 ,• II � - � R - _ CONTINUOUS PERIMETER VENT -' � / � -� ��. '� --- CONTINUOUS PERIMETER VENT - --�----- �- WAINSCOTTING I 2x6 TRIM EAVE RIBS 4 1 2" SANDWICH P -- NG SOFFIT • / NEL ��� ' � ATTACH TO EAVE JOISTS Tj4PERED SLEEPERS - F - URRING STRIP WAINSCOTTING SOFFIT S',LOPE TO DRAIN TIMBER BEAM - -� -- - 2X2 PAINTED ' EDGE TRIM (TYPICAL) TO RU ( ) FURRING STRIPS N -_- -- � I � --- CEDAR SHINGLES O WAINSCOTTING • PERPENDICULART I -- - - ---- - - -- - WALL CAVITY -- T _ - - -- - - IMBER POST GYP - ----� WINDOW BEYOND !� 1/2' BD 2xB SILL FINISH FLR COPPER DRAIN COVER - -----� W/ FOAM SILLESEAL 3/4" FINISHED FLR -� ;� j, 6 1/2" SANDWICH PANEL `-�� D scNUE Iii/tG 3/4 PLYWOOD SUBFLR i � -\ 2x4 TAPERED FIN W/ 011 DEVELOPMENT 2000 ' IIS / - -- / - 3/4'• � � '7- 1/2" PLYWOOD SHEATHING Renav srr 6/15 D2 SUBMISSION 2000 LL 4" DIA METAL - 4 DRAIN PIPE 3/4" PLYWOOD \ ,i; _�- - 2x10 RIM JOIST 03 BID SET �e/aD SUBFLRt z� / 7 SUBMISSION 2000 2x10 RIM JOISTdol` 2x8 SILL PLATES ,!04� SUBMISSION 2ooD " BUOG. DEPT. 9 0� --yaw W/ FOAM SILL SEAL �- -- T U c DEPT 1/18 I _ _T.O. SUB-FLOIOR \ �/ ELEV (18'-0")+'1'-0" / _ �a -( TA. SUB=FLOOR 051 aooENouM zao� --- 77 EXTERIOR DECKING -----' I I, t� '� ,r ', WOOD TRIM j uj- ___ T.LO�f�UNDATIO � / �--- ---------------- ( _ (FOUNDAT ON ) JAN OH --^^ -- E 1fi_10 3/4-) n 5/8" ANCHOR BOLTS, 48' D.C. a , tr . I E 18'-10 3 4"�/ } Fm ---- STONE FACING , ^oo� PILASTER BEYOND - �, - L V 5/8" ANCHOR D.C. j m _,= FORMED CONCRETE SHELF ----^- BOLTS ® 8" FOUNDATION WALL W/ � I, (2)TOP AND BOTTOM L R CONT -/ -- -/- /!NQREO A _ FINISH GRADE _ 8 FOUNDATION. WALL 5 ' 77 ELEV _7_8" T1,P 10" iD" W/ (2) #4 REBAR 3" j P CONT TOP' 6 �- & 307TOM -- I ,� I (2) #4 REBAR - --- �\ /'�'✓'u --� (2) #4 REBAR --- - -- - -- - -- -- - - T •yo o �SDo yo�F F OF NEN 24" O.C. _ T.O. SLAB 24" O.C. -- -'----------^------ -�v T.$_8��� 15# BUILDING ----� - --� ELEV (11'-0") ' '- - -0 _______ 15# BUILDING ` ELEV (11' WALL PAPER \ �� 1, 4" CONC SLAB PAPER ���-/` ® 3 �"-1'-0" 2/ 8x6 #10 WWM J �� 4" PERFORATED 4" coNc SLAB SECTIONS 02DI ING ROOM WALL _ ¢ �� W/ 6x6 #,D WWM DINING ROOM WALL _ ®-- - PITCHED DRAIN 3/4'= 4 PERFORATED - �f (3) #4 REBAR 0 / (3CONTIN000S PITCHED DRAIN s-3" MIN CONTINUOUS .-3" MIN'. w03 i designed by- sage a ' utslooutside edge center ceptet loutside 9e outside- edge- outside edge aof aolumnof column aP column' of of column of olumn of column i � r- 0 13 u ,de ed9— U es 0�, 0 5; - 06 _ 0 7 O`U 10� 10 - - N N 13 '^� 171 0I r, W' F '1 .01 - it 1 01 28'-7" W edge11'-7 1 a"---�— — -- -� 1a s 18, 0„ �4 6 � I offs o\omn i,'� / -' 1/2" 13.-8.. 7'-5 1/2" / I ts�da adg �� 213 /i' 1 - ou uma /- i l / —d _ 02 �01 p FOLN'CaTICuwu_L �i '�A21, F/.. - LE v t5 - � SHE_F FOR ST&IE VENEER � I I - - __ _ _____-___ - �_,^ architect of record - v - ------- - W - 2�� �2 i W. --L ; \ 34O - �`i) center line H I. \ C- -i- _� of column r1 � N UKo 17'-1., Z 03 0 O c� f 39'-1 1/2' 11 41 ..___ _ �II 1310 iW � Z � - -- - -' h- - - ---_ - — -- --� — '- --_' - - - _. -^ --. -_- — '_ _ — -- --- --__ - -. - —. _._ '-_ -_ - _- --'.'- -__ \ outside edge Q ` -- - - - of column Z 11 $ 1 "ice �- -- - i71' _ m 12 -8� 1. �. 6' 2 1/2.� n I � � ��I I ` a \ , l .. ..lull[1 f II �i LI �`✓ �' ( 7 Fol rl "-I(.r r', L \ / m p . \` - _____._. _ _ - -- _ --� ___ _ _ _ ._ - Q SII - _ ...___. _ center line I � LL ,1 1 1800 - �� - - - —� - o - - _� ---�_ '- __ � of column ICI 13'_6" /� � � � III � � _ pte� ¢ ad9 \ IFi �o ceWm ' " rl 1p ro outside edge - ' � of column • � rt ` II 4� 7" ridge Ime _ I_.___ _. - _ center line _ of column F iEll L- I I � I I � ` r i VV ToFIE sus-FLOOR 11 r.0. SL N POEM ELEV 12 0 f 14' 3 1/2 �I1 . \ center line K,\cf column + ��__ -. I�/ canter line • \ ` 1 �) of column CRAWL SPACE WITH p I 2" CONC. SLAB at - � N. MEG ✓ / ILL OR �• � - �,-. I I l ,tom /�.� '� �� �' I I � SHELF . , L i T 0 FOLICATO'I N' LL r Ic�1 far r v�_ , eLL. ,1s=1 +) / V -r A-- L' '- b w A �. 3/4" � 1 � 6 2" - _ - - -- - NO AD ISSUE 0b7E — - - -- -- -- - �_ �—ZJ - - - - - 'I - - - - - - - - - - \ j I - -- - -r�� �� outside edge 11 DESIGN 1/10 u - _ _ o---- - - - - - DEVELOPMENT 2000 of column I 102 REVIEW SET E�1e 1 1- 0'2 7 10 1 4" 6' 6 1 2° J C_rITCR'"" SUBMISSION +200o / / -t1II —�- - - - - - - E I�' —elo s� e/ao \ '37 J1 f___ X03 BLDG. DEM 12000 _ SUBM SION n 22,_8" 13,_6'• _ 9L00. SEPT 19/07 0 104 suauirloN ISOoo 1 -4 1� rn- \� SHEIF FOR ---- - - - _ _ 5._5" n STONE `i_'IEER 105 /i eLoc. UM 1%Oa ASOENOUM 0001 _ _ �2,L'6/ 9B-01, - 20'-9 1/4' 01 1 e adg¢ \�� a\o - , y , ' �}-_�_ - 21 NORTH o't=o\ m� \ _ f = ; , _ JAN 08 o vV own ' , OP_nrl , 0�-A / °` X21 zv3' ;A30i 2001 F 11 e T-9`,3/4" - uts,ae me 1 co\o k , 3 0 06 07 08 09 1 0 �� �� `�� \..) 9TH- 10 - ip/- FOUNDATION PLAN DATION � FOUN 1 1/4"=1'-0", 1 PLAN _ li � S- 1 01