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HomeMy WebLinkAbout29930-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-30977 Date: 06/10/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 63875 CR 48 GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 40 Block 1 Lot 21 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 9, 2003 pursuant to which Building Permit No. 29930-Z dated DECEMBER 9, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to EDGEWATER III LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0142 12/06/04 ELECTRICAL CERTIFICATE NO. 110648 08 05/04 PLUMBERS CERTIFICATION DATED 08/15/04 EJT PLUMBING Author if Sig ture Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30978 Date: 06/10/05 THIS CERTIFIES that the building ACCESSORY Location of Property: 63875 CR 48 GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 40 Block 1 Lot 21 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 9, 2003 pursuant to which Building Permit No. 29930-Z dated DECEMBER 9, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ACCESSORY THREE CAR GARAGE AS APPLIED FOR. The certificate is issued to EDGEWATER III LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 110648 08/05/04 PLUMBERS CERTIFICATION DATED N/A "Z' / f Author/ Si atu Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30979 Date: 06/10/05 THIS CERTIFIES that the building ACCESSORY Location of Property: 63875 CR 48 GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 40 Block 1 Lot 21 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 9, 2003 pursuant to which Building Permit No. 29930-Z dated DECEMBER 9, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ACCESSORY TENNIS COURT AS APPLIED FOR. The certificate is issued to EDGEWATER III LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 110648 08/05/04 PLUMBERS CERTIFICATION DATED N/A ,---L �- /,44,e Author' a Si atur Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BLUDING DEPARThIEN'I' TORN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application mast be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: Final aufvey 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 sewetage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwdtas. 4. Sworn statement from plumber ratifying that the&older used in system contains less than 2110 of I%lead. Commesoial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. Submit tlmft Board Approval of completed site plan requirmants. B. For existing bolidkW(prior to April 9,1957)non-conforming uses,or bufldlns and Opraesls ft"land uses: 1. Accurate survey of property showing all property linea,strata,building and unusual natural or topographic features: 2. A properly completed application and consent to inspect signed by the applicant.if a Certificate of Oceupenoy is denied,the Building Inspector shall two the reasons therefor in writing to the applicant. C. Fees 1. Certitleate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool425.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Ooougancy on Pro-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated:Certifleate of Occupancy- $50.00 S. Temponiry Certificate of Occupancy-Residential$15.00,Caumerciai$15.00 Lo Date. New Construction X P Old or Preexisting Building: (check ono) Location ofpropertr. 63875 County Road 48, Greenport, New York House No. Sh-M hamlet Owner orOwnaaofpropaty: Edgewater III, LLC rmffolk County Tax Map No 1000,Section 40 Block 1 Lot 21 Subdivision _ Filed Map, 473889 Lot: Permit No. 29930-Z Dateofpermit. 12/9/03 Applicant: Ilealthlkpt.Approval: R10-01-0142 UndewritenApproval: 110648 Planning Board Approval: Request for. 'Temporary Catificate Final Certificate:_ �_ (chak Dote) Fee Submitted:S 25.00 Applicant Signatu Gtr. LS 3 -QL2 Co � 3aq ? 7 04 Town Nall,53095 Main Road fax(631)765.9502 P.O Box 1179 Tekphou(631)765-1802 Southold,New York 11971.0959 41 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Z5, Z BuitdirlgrPermit No._ (Please print) Plumber: Fr)wAeD \7-. T/A A, ET% Pz6- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plum igaat=) Swom to before me this J� day of — C Notary Public,_ �Lcounty LINDA URBAN Notary Public.State of New York No 4673061 Qualified in Suffolk County Cnmmissrnn Expires June 30, 20�-6 2 'd ES22 2GS tTE9) dSb :20 40 IT 2ru LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. 670 MIDDLE COUNTRY ROAD Application No.: 110648 Permit Number: ST. JAMES, NEW YORK 11780 Block: 1 Lot: 21 (631) 265-3075 Fax(631) 265-6057 section 40 Owner: George Cohen Agent: F O'Brien Elecrtic Address: 63875 County Road 48 Address: Post Office Box#818 Municipality :Greenport NY Commack NY 11725 License#: Mo OwnerPhone Agent: No. ITEM SIZE No. ITEM SIZE No. ITEM SIZE 40 Switches: 0 SubFeeds: 0 PoolsAbvBlo: 80 Receptacles: 0 Timers: 0 PoolslnGround: 24 GFCI Devices: 0 Transformers: 0 Pools Filter: 11 Dimmers: 0 ACEquipmentCentral: 0 Pools Lights: 138 MediumBaseFixtures: 0 ACEquipmentWindow 0 CO Detectors: 20 FluroescentFixtures: 0 MotorebyHP:. 0 Disposal: 0 HID: - - 0 Generators: 0 Metal Halide Lamps: 0 RangeOvenCookTop:. 0 WhlrlpoelHotTub: 0 RefrigUnits: 0 DryerElectrici 0 Microwave: - 0 WalkInBox: 0 EkhaustFans: - 0 WaterHeaterElectric: 0 ExhaustUnit: 0 CellingFans: 0 Smoke Detectors: 0 SteamShower: 0 DW: 0 TrackLightingStrip: 0 BreadWarmers: 1 Laundry: 0 ElectricHeat:- 0 GarbageDlsp: - 10 HeatingEquipMotors: 0 PumpMotor: 0 Centrhivaq: - 0 ExltSigns: 0 Disconnects: 0 ChandelierLHts:- 0 EmergencySigns: 0 Futureoutlets: - 0 ElevatorLHts: LOCATION OF WORK: ❑Basemen QFirstFloor ❑Q SecondFloo © Outside ❑ Addition ❑ Survey ;6 New Const _ Comments Timber Frame Three Floor Garden House 6000 Sq Ft. Final 8/03104 /Additions Temporary OH ❑ UG �J' Amp: 300 Phase: 1 Volts: 240 WireType: CU Conductor 350 KC # Meters: 1 Member I.A.E.I. Electrical Certificate Certificate No. 110648 LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. THIS CERTIFIES THAT OUR LOCAL DISTRICT Certificate Issued on: 8/5/2004 INSPECTOR CONDUCT N INSPECTION OF THE Issued to George Cohen VISIBLE PORTION OF T E L TRICAL INSTALLATION DESCRI E EIN AND IS Address: 63875 County Road 48 COMPLIANT WI "fHE U T NATIONAL Greenport NY ELECTRICA ODE. F O'Brien Elecrtic Post Office Box# 818 Commack NY 11725 IAEI Certified Inspector 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. 29930 Z Date DECEMBER 9, 2003 Permission is hereby granted to: EDGEWATER III LLC 2112 BROADWAY NEW YORK,NY 10023 for CONSTRUCT 8 BEDROOM 1 FAMILY DWLG W/AGCY 3 CAR GARAGE & ACCY TENNIS COURT AS APPLIED FOR. THIS PERMIT REPLACES BP#27962 . at premises located at 63875 CR 48 GREENPORT County Tax Map No. 473889 Section 040 Block 0001 Lot No. 021 pursuant to application dated DECEMBER 9, 2003 and approved by the Building Inspector to expire on JUNE Fee $ 2 , 504 . 40 Aub orized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT 9 (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 27962 Z Date DECEMBER 13 , 2001 Permission is hereby granted to : EDGEWATER III . , LLC. 2112 BROADWAY NEW YORK,NY 10017 for NEW CONSTRUCTION OF A 8 BED. SIN. FAM. DWELLING W/ AN ACC. 3 CAR GAR. &ACC. TENNIS COURT W/O A FENCE AS APPLIED FOR W/NYSDEC & SCDPW APP. 3 C/O' S at premises located at 63875 CR 48 GREENPORT County Tax Map No. 473889 Section 040 Block 0001 Lot No. 021 pursuant to application dated OCTOBER 18 , 2001 and approved by the Building Inspector. Fee $ 1 , 974 . 60 Authori d Signature ORIGINAL Rev. 2/19/98 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Ord /�f/c2 Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 27962 Z Date DECEMBER 13 , 2001 Permission is hereby granted to : EDGEWATER III . , LLC. 2112 BROADWAY NEW YORK,NY 10017 for NEW CONSTRUCTION OF A 8 BEDROOM SINGLE FAMILY DWELLING WITH AN ACCESSORY TENNIS COURT W/O A FENCE AS APPLIED FOR W/NYSDEC & SCDPW APP. 2 C/O' S at premises located at 63875 CR 48 GREENPORT County Tax Map No. 473889 Section 040 Block 0001 Lot No. 021 pursuant to application dated OCTOBER 18 , 2001 and approved by the Building Inspector. Fee $ 1, 974 . 60 Auth6xAzed Signature ORIGINAL Rev. 2/19/98 IRA HASPEL ARCHITECT, P.C. 126 EAST NUaN STREET BAY SHORE, NY 11706 PHONE: (631) 665-7525 FAX: (631) 665-7595 March 21, 2003 r Town of Southold Building Dept. 53095 Main Road Box 1179 Southold, NY 11971 Attn: John Boufis Re: C of 0 ���.30 ✓A-2�4' Application No. 27962Z Cohen Garage To Whom it May Concern: This is to certify that the height of the garage does not exceed the maximum 18' from the existing grade. If you have any questions, please call. Sincerely, IRA HASPE RCHITECT, P.C. IW 6H s 1IH:lm Enclosure: Framing Inspection cc: John Petrocelli, Jack Petrocelli, Danny Kreskowski, KK Haspel L'Residentiel Cohan Miscellaneous Gardm Nouse LoOI'_103-Frammp CmVicatioo doe EM I_ t�l Ao t � _i m��c�A[11J1� e.mk i MR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSUL N [ ] FRAMING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: LZ DATE �a ✓�� INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ /r7INAL [ ] FIREPLAC CHIMNEY �Y/I•'% REMARKS: DATE INSPECT L 0lcc, its-lW2 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: Q/ Ab 6� l-�0-t -- T - DATE INSPECTO 7 �,2 M-1802 BUILDING DEPT. INSPECT [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ) FIREPLACE & CHIMNEY REMARKS: DATE Z ,?-,-lfNSPECTOR 765-1802 BUILDING DEPT. NSPECT [ UNDATION 1S [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY / ) REMARKS: � /� XA, IAT INSPECTOR c xld M-1802 BUILDING DEPT. INSPECTION l [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION �' t [ FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: �/ C U6 CD " /tib L 1-Ac 0-t ✓rt,. l DATE 43- INSPECTO IRA HASPEL ARCHITECT, P.C. 126 E MAIN STREET, BAY SHORE, NY 11706 r� Q� D PHONE: (631)665-7525 FAx: (631)665-7595 d l 3 Fax Transmittal Sheet 4�r� Date: December 13`h, 2001 D `yam Number of Pages, Including this Page: 1 DEC To: Bruno BtOG :nCCjpT. JCompany: Southold Building Department f S Fax: 765-1823 From: Ira Haspel Job Name: Edgewater III -Cohen Residence, Greenport Garden House Tax Map #1000-40 2j21 —� Job Number: 108300 - 1- Re: -Re: Omissions/Revisions to Building Permit Application Comments: Dear Bruno, Please omit the below listed items from the Construction Drawings & Building Permit Application for-Garden House" @ Tax Map #1000-40-2-21. - 6'-0" High Fences Surrounding the Tennis Court . - (3) Car Accessory Garage Please revise the below listed items shown on the Construction Drawings & Building Permit Application for "Garden House" (ci) Tax Map #1000-40-2-21 - Change Overhang a Western Entry to 24" in lieu of 48" 1. Ira Haspel, Certify, that the Construction Documents attached to the Building Permit Application for"Garden House' (@ Tax Map #1000-40-2-21 are in compliance with NYSBC Part 705.4 6gSV Ake. f L'Rosldenia)Cob on AI cohail e us%F a a l:l[,o 1 apvlwoionre.lson s doo c'u ai TOWN OF SOUTHOLD PROPERTY RECORD CARD O NE STREET "3`j 7 6-, VILLAGE DISTRICT SUB. LOT Vic✓ e � .� L L G � 4 �!: � :��a � — FORMf R OWNER Er ACREAGE VY s Pa amts s ' y� „ � � , TAC S t W �7 TYPE OF BUILDING -�C' "!"%-'�4 �✓ !/Vlll-�-'I�✓° �1�--,' .c; .it' I�YC-'Ycl RES. SEAS. I VL. FARM COMM. IND. I CB. I MISC. I — LAND IMP. — I--TOTAL DATE REMARKS �— - — - - 47 – a - L /Z/l rS fo Ed ewo r 70j E r AGE BUILDING CONDITION NEW NORMAL -- — BELOW – ABOVE � -�- Farm — _ Acre Value Per Acre Value -- — Tillable I Tillable 2 Tillable 3 - — ------- — ---- - -- Wcodland — --- -- -- -- Swampland Brushland -- �— --- ------ ---- Nouse Plot �-- � — — — -- Toto I _ .2,1. 1 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET f� r VILLAGE DIST. SUB. LOT ��+2rT LLQ -- FRRRMER OWNER / N ACR. F'i r f Pr �i r��a �i , ,{y d r..,r,,; '. �c t.f L�Pi' a �� nik, / L • I Sh.orPS SW TYPE OF BUILDING 1 , ,� J •" IES SEAS. VL 3 FARM COMM. CB. MISC. Mkt. Value — — LAND IMP. TOTAL DATE REMARKS �c r.� U – fir.• o �� , ,,a G' . '•�-� -r' � � d — — ' � / /.s' 8 _'�5r,Od0 (3Ahlk>° to L T Sal. AGE BUILDING CONDITION _(_ 5.-j�/o�_ — NEWNOI RMAL BELOW ABOVE FARM Acre Value Per Value Acre c—� n Tillable 1 I I 1 _ 5 .�j x 'Y6. /Y') Tillable 2 Tillable 3 ,Noodland Swampland FRONTAGE ON WATER 3rushland FRONTAGE ON ROAD z douse Plot DEPTH ' �7 — -- BULKHEAD fatal DOCK TOWN OF SOUTHOLD PROPERTY RECORD CARD IF OWNER STREET3 35 VILLAGE DIST. SUB. LOT er aser LLC �C;�<� ,�+ I � r Zoo ACR. REM RKS TYPE OF BLD. PROP. CLASS 3 -- LAND IMP. TOTAL DATE on sc9 51a+ r 4tr i wz sa An (-e 44X�pg) I I _ FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD I WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL New York State Department of Environmental Conservation _ Division of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 v Phone: (631) 444-0365 FAX: (631) 444-0360 Erin M. Crotty Acting Commissioner LETTER OF NO JURISDICTION Edgewater III LLC April 30, 2001 by George M Cohen 2112 Broadway New York, NY 10017 Re: 1-4738-02860/00001 Route 48, Geeenport SCTM 1000-40-01-21 Dear Sirs, Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The building envelope as shown on the survey by John C Ehlers,dated 2/20/2001,is landward of the crest of a bluff. Therefore,in accordance with the current Tidal Wetlands Land Use Regulations(6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however,that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15'to 20'wide construction area) or erecting a temporary fence,barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Vtruly e7ours, lo a Evans S f R Dep ty Regional Permit Administrator cc: file P C Moore MHP SENT BY: MOORE; 631 765 4643; NOV-26-01 10:10; PAGE 2 COMMON DRIVEWAY AND UTILITY EASEMENT This agreement, made the 2 D day of November, 2001,between Edgewater I, LLC, c/o George M. Cohen, Managing Member having an address at 27 West 96'"Street,New York, New York 10025, hereinafter referred to as Edgewater I, and Edgewater II, LLC, c/o George M. Cohen,Managing Member having an address at 27 West 96d'Street, New York, New York 10025, hereinafter referred to as Edgewater II, and Edgewater ill, LLC, c/o George M. Cohen, Managing Member having an address at 27 West 96° Street, New York,New York 10025, hereinafter referred to as Edgewater III, WHEREAS,the said Edgewater I is the owner of a parcel of land in the Town of Southold, County of Suffolk, and State of New York, known as 63615 County Road 48, Greenport,New York 11944(SutYolk County Tax Map No. District 1000 , Section 40.00,Block 01.00,Lot 20.001), and the said Edgewater IT is the owner of a parcel of land in the Town of Southold, County of Suffolk, and State of New York,known as 63735 County Road 48, Greenport, New York 11944(Suffolk County Tax Map No.District 1000 , Section 40.00, Block 01.00, Lot 20.002), and the said Edgewater III is the owner of a parcel of land in the Town of Southold, County of Suffolk, State of New York known as 63875 County Road 48, Greenport, New York 11944 (Suffolk County Tax Map No.District 1000, Section 40.00, Rlpek 01.00, Lot 21) WHEREAS Edgewater I and Edgewater II are contiguous so that the easterly line of Edgewater I is identical and coextensive with the westerly line of Edgewater 11, and the easterly side of Edgewater 11 is identical and coextensive with the westerly line of Edgewater III, WHEREAS each of the said parties is desirous of improving its respective parcel by the erection of a one-family dwelling house and accessory structures thereon and of building and maintaining a single common driveway entering off of County Route 48 on the land of Edgewater II, tax lot number 20.002, and partly on the land of Edgewater 1 and Edgewater III, for ingress and egress and utilities thereto and therefrom, from County Route 48 to Edgewater I, Edgewater IT and Edgewater III,Now, therefore, WITNESSET3: That,in consideration of the mutual promises herein contained, and one ($1.00) dollar each to the other in haard paid, receipt whereof is hereby acknowledged, and other good and valuable consideration,the said parties hereby agree as follows: The parties hereby mutually grant and convey to the other an easement, for common ingress and egress, and utilities, beginning from County Route 48 and entering onto the land of Edgewater Ii, SCTM No. 1000-40-1-20.002,then running north along the common property line of Edgewater I and Edgewater IT, SCTM No.1000-40-1-20.001; and thereafter circling towards the east to the land of Edgewater ill, SCTM No. 1000-40-1- 21, said easement is more particularly described on the attached plan attached as Schedule"A" . Each of the parties hereby covenants and agrees as follows: SENT BY; OWE; 631 765 4643; NOV-26-01 10:11 ; PAGE 3/5 (1) That neither of the said parties,their respective distributees, devisees, personal representatives, succee sors or assigns, upon whom this agreement and conveyance shall be binding and to whom its benefits shall inure, shall in any way impede or obstruct the other party in the free use of the said portions of the said lots for the purposes set forth above. (Z) That this a€Teement shall run with the land. (3)That each of the parties hereto is seized of an estate in fee simple in its respective parcel and that the same is free of all encumbrances. (4) That said access may be relocated by either party, as they deem appropriate, as long as the access is not impected or obstructed. IN WITNESS 'WHEREOF we have hereunto set our hands the year acid date first above written at x(12 w Yo�,New York. In presence of: Edgewater I, LLC By: rge M_ Cohen,Managing Member Edgewater 11, LLC By: George M. Cohen, Managing Member Edgewater III, LLC By: George M_ Cohen,Managing Member SENT BY.: MOORE; 631 765 4643; NOV-26-01 10:11 ; PAGE 415 STATE OF NEW YORK ) ss.: COUNTY OF �-\A ) On the day of November,2001,before me,the undersigned, a notary public in and for said State,personally appeared George M. Cohen personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument,the individual, or the person upon behalf of which the individual acted, executed the instrument. M" kL Somme fl�tWY Prmik,State or .^. W Y, 'ZA NO. 31.5024477. SS-WW AA Quallfb0 fn New YorK - 00 ! °A4.2d Ndtary P blic SENT BY; MOOPE; 631 765 4643; NOV-28-Oi i0:ii ; PAGE 5i5 I DRIVEYvAY_$ IirILiN r r ova fl76ElNAT�R I, I I t i I I —---`-- ---__ _. .._-- _• _. _—.—..� I SITUATE: 6RE6ypCg;rr i SOUTHOLD % oiL< Comy, lr 10ATEo n-I j /N I 0.K iger,Y TAX• wy I Phar OP IOOOrO•I-]p.6 203 a 21 jJ�`.•� I I I m � I V;• .J I 194 30 i 61 1 s no l 'Al _ I Q1 , Jk 0 P s a JOHN C. E'HLERS LAND SURVEYOR 6 O� MAN ST=T N.V,3.LIM No']a= APMIG§GALE I'a$Q' ENosimAp•N.Y.11901 9$O.WIP SERVFRDvaOSSGGEWSTEREASd TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN BALL �� C �J �. Board of Health SOUTHOLD,NY 11971 3C� 3 sets of Building Plans ✓ TEL: 765-1802 Survey �-4 PERMT NO.-2 check Septic Form ✓ N.Y.SD.E.C. Trustees � Examined /2 204L_ Contact: Approved /L /3 .20�_ Mail to: lva NbSea—A kvrc e4r4 Disapproved a/c iZb E tsakr Sf. ?S�,q SYwre- al l lab Phone: b 3 t - Vcg • -152-5;' Building Inspector APPLICATION FOR BUILDING PERMIT. Date 0//(e 20a I INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupancy is issued by the Building Inspector. APPLICATION IS B EREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions,or alterations or for removal or demolition as herein described The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and r gulations,and to admit authorized inspectors on premises and in building for necessary inspections. o li us=,if a corporation) 12(e E NA S _ 314 Ste_ or/`/ I l7o(e QAailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder AN-c�\•V t ok Name of owner of premises C� G�W��1 ✓ L —C— (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: Vacc�-,yic LNo-A 2,t 4k 6-1r<e.nRor�- House Number Street T Hanilet County Tax Map No. 1000 Section 40 Block I Lot 2- 1 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy It z� .1_ �F vc) L —_-- ---- _-_ b. Intended use and occupancy --_--- 3. Nature of work(check which applicable): New Building 2S Addition __,alteration._- Repair Removal_ Demolition,_ Other Work_ (Description) 4. Estimated Cost (,titi Fee (to be paid on filing this application) 5. If dwelling, number of dwelling units I Number of dwelling units on each floor_______. If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front ( S Q­�- )s�° u\) Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 5�Rear Depth Height Number of Stories 9. Size of lot: Front__JS S Rear X13 " Y Depth q- , t 10. Date of Purchase 2-u-1 Name of Former Owner Pe- 11. we11. Zone or use district in which premises are situated Cts tdt 1 �X 12. Does proposed construction violate any zoning law, ordinance or regulation: v-,o 13. Will lot be re-graded Will excess fill be removed from premises: YES NO t� zwa "-t-✓ IT LLC -2-t I L k y , 0 I V 0 11 14. Names of Owner of premises c�° C "-it C'`' ^-Address Phone No. Name of Architect Ira Flb se" Address t z V e oz,. S-tstat Phone No L 3 r-w e i' q s z s Name of Contractor Address Phone No. 15. Is this property within 100 feet of a tidal wetland? *YES NO ✓ no a �l•�n • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) Y a- t"{my-t✓t _ being duly sworn, deposes and says that(s)he is the applicant (Name of individual sighing contract)above named, (S)He is the ky l k�t J (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this /ll2 day of 20 O/ r NotaryP lic C*atqpl of Applicant ELIZABETH MARTELLUCCI Notary Public. State of New York Qualified Suffolk County Reg. No. 01 MA5058026 Comm ErPur s April 1. Flpl�'.If SURVEY OF PROPERTYIN 51TUATF: GREENPORT i TOWN: 5OUTHOLD L -� W I` E BLD .SUFFOLK COUNTY, NY ``� "� 41`1 F 3°UTHDLD SURVEYED 02-20-01 7flS PROP H5E 05-50-01, 07-1401 ( 11ae 10-OI-OI,10-19-OI,II-I2-OI, II-IS-OI, "Y 0I-24-02 SUFFOLK COUNTY TAX a C7v w� 1000-40-1-21 GERTIFIED T01 EDOENATER 111, LLG0 TITLE5ERV AGENCY OF SEPTIC, DETAIL NEW YORK CITY, INC / PHOPLSEO not Ln scale DWELLINO /' rH� ' ,cony y¢aea a / Al',' // , feooi:n9 a ___--- --- zoopalal o:Beet tank 1/1 00 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMTT FOR APPROVAL OF CONSTRUCTION FOR A eEVGLE FAMILY RRSH]ENCN ONLY DATE - HSRERNO e1 � v APPROVED _ . y m r �jp� �`a� FOR G7AXR1llM OF ,,, E RUUMS EXPIRES THREE YEARS FROM DATE OF APPROVAL MF TION INSPECTION R20UIREDR SANITARY SYSTUA HEALTH OEPAR . NT ®r$ v clay �2- ¢a �0 ®� 3k V A ro T B4 2 E N \ 1 � � 1 . 1 \ 1 \ , 1 1 \ Q Do A NO W 11 c \ a Z�YZO FZ�i /111 eYl w Q i 9 I / 1. NOTES. ELEVATIONS REFERENGE M5L NGVO '29 .e�... CIO ■ MONUMENT FOUND / / * OF .�om.�......o..M,.„.y,ti e ,' • STAKE FOUND PROPOSEDRAIIB HOUSE ,738 EFOR 2 3 ACRES D IN FEMA FLOOD ZONE X A p 5 w '• R®"N � •' r R SRAPHIG 5cAL.E I.. 5UFF. CO. DEPT. HEALTH SERVICE # 6 EAST MAIN STREET N.Y.S.LIC NO.50202 R10 - 01 - 142 RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.-\\HP SERVER\D\PR0S\20-3226.pr0 N SURVEY OF PROPERTY SITUATE: OREENPORTW ' E � ` TOWN: SOUTHOLD SUFFOLK COUNTY, NY ®� S SURVEYED 02-20- ��f PROP HSE OS-30-OI,1, 07-1401 10-0I-0I,10-19-OI SUFFOLK COUNTY TAX H 1000-40-I-21 Pe h CERTIFIED TOi J ED6EWATER III, Ll TITLESERV AGENCY OFETAIL Iso NEW YORK CITY, ING 'F� / 5EPTIG DPROPOSED / ✓101 LO 5GL12 Dxeutxs ,n9 grade -- i 77, laoolsng m[o er __ 9Dea ef] n. per slt =� ataY:In Ian ` m,n. 3' / eeoar.unn /1 ground ..ear 0 a' ; �og G O A \ o 0 .I � 9 pp'✓�, .- is 370 .,a O ✓f r o�m \ ao 1 Pv ti Ail o� .o � SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A \ SINGLE FAMILY RESIDENCE ONLY I SIL 5 \ v, \, \ s '0 H.S. hCO O� O\yam s c \ DATE 1l APPROVED FOR MAXIMUM OF O BEDROOMS q� �� , EXPIRES THREE YEARS PROM DATE 7F APpRONAt q q\ p0 F b� 9 p`G % � Tc,PN s o sT 9m m C�' a A � 9 0 1 OCT 2 3 �nnl EXCAVATION I SPE TION REQUIRED l % SLOG.EppE FOR SAN TARSTENT i YH EP{ / 1 I � � NOTES. q''�. , '� „ ELEVATIONS REFERENCE M5L N&VD 29 ' '`/} G E lop co ■ MONUMENT FOUND A STAKE FOUND f � n0 5 ,a ., n. JO ',j i'-SUP, cy .," oOD ZONE X r 7 q Y6, D IN FEMA FL C. � T 7T^� Ic yly OP05ED HOUSE TO BE LOCATE �I Ol yJ Jpi�� L AREA = 118,738 5F OR 2.13 AGRES / ���M l SUFF. CO. DEPT. HEALTH SERVICE # 6 EAST A'wN STREET NY. . 119 N.Y.S.LIC.N0.50202 GRAPHIC 5G/SLE I"=50' R10 - 011 - 14'`2 R 9-9298 A P 369-9 1901 - 369-8288 Faz 369-8287 REF.—\\IIl'SERVER\D\PROS\2U-3226.pm _ � -s 200 ��` SURVEY OF PROPERTY N 51TUATE: GREENPORT TOWN: 5OUTHOLD SV q W- E SUFFOLK COUNTY, NY co SURVEYED 02-20-01 1 1 1 S PROP HSE 05-50-0I, 07-19-01 J 10-OI-OI,10-19-OI,II-I2-OI, II-IS-OI, 0I-24-02, FND LOG. 0I-29-02 vA) SUFFOLK COUNTY TAX w 1000-40-I-21 CERTIFIED TO: EDGENATER III, LLG TITI-E5ERV ACENGY OF NEW YORK CITY INC / 8/ I I L -" O UN S `Gm pL �L I 'O O w®, �o To� o� Yea` cco 64.2544"' 0 ql E - - - -'bi � ry ac � 9 pmryP 3p, N` O 0 m v � sa 7t m � a m7 r o GY Fye NN, T In- FG v o m v 1• ION � T O � SC , P v ` pwl� P� ` S NW - - 1roro�^r�' 9 r ®° II o� 9F NOTES /A�� OF Nc ELEVATIONS REFERENCE MSL H6VD 29 G. Eti��/� a. .,.>. y @ ■ MONUMENT FOUND STAKE FOUND - o �o Fry 02 s 5 NC .am PROPOSED HOUSE 70 BE LOCATED IN FEMA FLOOD ZONE X AREA = 116,735 SF DR 2l ACRES GRES JOHN C. EHL S LAND wSURVEYOR 5UFF. CO. DEPT. HEALTH 5M ICE # 6 EASTMAIN STREET MY S.LIC.NO.50202 6FAFHIG 5CALE "=50' R10 - Ot - 142 RIVERHEAD,N.Y. 11901 r= 369-8288 Fm 369-8287 REF.-\\BP SERVER\D\FROS\20-322C.pro SURVEY OF PROPERTY N SITUATE: ORT TOWN: SOUTHOLUTHOLD W - E SUFFOLK COUNTY, NY SURVEYED 02-20-01 q,OIROP PS NSE 05-30- 01-19-OI / ROF01,10-19-OI -01, 01-24-02, FIND LOG 01-29-02, UNDERGROUND UTILITIES ADDED 10-15-05, FINAL SURVEY 06-21-20041, 01-14-2004 Gv�® y SUFFOLK COUNTY TAX n 1000-40-1-21 / CERTIFIED TO: EDGEWATER 111, LLG TITLESERV AGENCY OF NEW YORK CITY, ING co 6 � i L ;c q GI POOH a Z�o�P ell s 0 12 0 y12 G°nq�ey �o Ar �o \ p \ In p � arn� . 7, N ,. o vurl SF \\ `1 8, d 4 , a i x. . 19 G ELEVATIONS REFERENCE MSL N6VD '29 i ��;,d• °—t'+�" ■ MONUMENT FOUND I STAKE FOUND PROPOSED HOUSE TO BE LOCATED IN FEMA FLOOD ZONE X AREA = 115,,58 SF OR 2 13 ACRES / JOHN C. EHLERS LAND SURVEYOR 6RAPHIG 5GALE 1"=50' SUFF. CO. DEPT. HEALTH SERVICE # / 6EAST MAIN STREET N.Y.S.LIC.NO.50202 R10 - 01 - 142 RIVERHEAD,N.Y. 11901 369-8288 Paz 369-8287 REF.-\\Hp server\d\PR0S\20-322D.pro 126'-8" F� WALL LEGEND - GARDEN HOUSE `�_2 12"CONC.WALL-4000 PSI W/DAMPROOFING F I 4"STONE LEDGE TO 1'-0"BELOW FINISHED GRADE 2X6 CCA SILL PLATE a SILL SEALER Line of ALUM.TERMITE SHIELD — — — — 112"ANCHOR BOLTS @ 48"O.C. Side Yard Setback �0 24"X12"POURED CONCRETE FOOTING .. _ — W!(3)#5 LONG- (1)#5 TRANSVERSE @ 24"O.C, — #301 DOWEL TO SLAB @24"O.C. 440 REBAR @ 12"O.C. HORIZ 8,VERT ` I #40 DOWEL TO FOOTING @ 24"O.C. 12"CONC. CHEEK WALL-4000 PSI-TO 36'BELOW FG FINISHED GRADE 4"STONE LEDGE TO V-0"BELOW FINISHED GRADE ') 12"POURED CONCRETE CAISSON ') F3 BOTTOM SET @ T-0"BELOW GRADE MIN. EXPANSION JOIN ❑ 10"P.C, RETAINING WALL-4000 PSI #40 REBAR @ 12"O.C. HORIZ 8,VERT 4"STONE LEDGE TO 1'-O"BELOW FINISHED GRADE I 24"X12"POURED CONCRETE FOOTING B W/(3)#5 LONG-(1)#5 TRANSVERSE @ 24"O.C. A3-I 8"P.C.AE LT04 00 PSI NW/DAMPROOFING #40 REBAR @ 12"O.C.HORIZ 8,VERT 24"X12"POURED CONCRETE FOOTING LJ I m W/(3)#5 LONG-(1)45 TRANSVERSE @ 24"O.C. SLAB ON GRADE I ? I #40 DOWEL TO FOOTING @ 24"O.C. +, 1X8 R.S.CEDAR CHANNEL GROOVE v,I F.1 L I IFF ❑ "TYV CX SHEATHING HOUSE WRAP G.J. L I I MIN2XGERAL @ O.C. MINERAL WOOLL INSULATION ,• I 3!4"Xe"SHIP LAP Na 2 PINE-PLANED NOT SANDED FIRESTOP AS PER CODE 3/4X8 SHIPLAP No.2 PI E-PLA'KNO ANDE II�� B 2X4 @ 16"O.C. d-� — — — — — — ❑ (2)2X4 TOP PLATE AND SOLE U I I o I FIRESTOP AS PER CODE 314X8 SHIPLAP No.2 PINE-PLANED NOT SANDED I— { C 2X6 @ 16"O.C. `.I ' m (2)2X6 TOP PLATE AND SOLE '^ FIRESTOP AS PER CODE aa IL-I� 1X8 R.S.CHANNEL GROOVE CEDAR 3/4"COX PLYWOOD SHEATHING E.J. 1 (2)2X6 TOP PLATE AND SOLE FIRESTOP AS PER CODE \ F.1 / . . .': / '.:,.' \ STEP P.O. FOORT6 - 24" EXPANSION JOIN \\ • \ / .: :., / \ \ '�� / ,,�" / Ra, ` a PERIMETER (TYP) \ ` ,\ w \ �•,\ LOCATION OF 1NALLS ABOVE \ / / �� / �/ FLOOR DRAIN IPE TO BE LOCA= UNVER WALLS - \ / \ '" \ ;.fir'"/ TO DRY / 4 P WARNING: (TMP) \ ' \ / i \,,` '\ / '.• F.4 It is a violation Of the law for any person,unless acting under the direct supervision of 1 / \ \ / /' /� a licensed arclvtecq to alter any item in any way bearing the seal of an architect. If an \> / \ �•�'10" alteration is made,the alteringarchitect shall affix to his item the seal and the notation \ / �, • :�� \ / \ ,/ � \ / / ��,• _ Altered b1:"followed by his signature,the date of such alteration,and a specific descriptton of the alteration._ EXPANSION JOINT 0 PERIMETER (TYP) TYPICAL SLAB OONSTRUGTION \ / - 4 P.O. SLAB \ / / '. —I— — -� .:. I Ira Hb asel - 2" RhSID INSULATION UNDER A4-I \ / W/ REFLECTED TOP SURFACE ENTIRE S -Haspel PROVIDE G.J. 0 400 S.F. MAX (TYP) 1 •: I I :' / \/ xPAN5[ON JOINT Architect, P. C. .,,•' - 8 MIL. VAPOR BARRIER I — / / E PERIMETER (TYP) S VENT THROU61H 0 I 126 E ROOF I _ BAY SHORE,NEW YORK 11706 r _j SLAB ON 6RADE ,L'' I _ 6.F. BOILER I I TEL: 631.665.7525 - FAX: 631.665.7595 '1' _ NWH I - www.irahaspel.com F.1 SLAB ON GRADE F.1 SLAB ON GRADE !L Copyright ©2001 Ira Haspel All Rights Reserved. G.J. `' EXP. JT. G.J. I UTILITY / STORAGE G.J. I I : _ G.J. F — — _ 0�-F.F. ELEV= +25.00' 001 1: 1 —I/ J (VERIFY WITH ARCHITECT PRIOR TO FOUNDATION \ CONSTRUCTION 114 ® 12" O.G, — .,` /35 LL / ✓�` . : \ (TYPICAL O PERIMETER) _j ? F.1 / v / \ ptY / , e:>F/ / �• / \ \ / / \ — — — — — — -- �' Pmjett name amllaamn: / \ / STEP F.O. FOOTING - 24" COHEN RESIDENCE XHORIZ 121, VERT Garden House 63875 County Road 48 (North Road) Southold, New York CONSTRUCTION DOCUMENT DATE \ ~' ;;• \ / : / \".',':\ / ,"' / \ : : \ �..6::. .. # D�SDevelc meat DATE 12/22/00 \ ' \ 0,.•j nstmcnon Documevts-Pnsmas Set OB/10/01 \ /. •,, / ' ' / �:.\ / 4 Consrxacfion Documents-Pro rss Set 0A 17/01 / �„ \,O \ \ / ., '„ / 5 Construction Doevearnts-Comlete 09/05/01 I\I -"� �i \ � / / 6 Conshucdoa Donument Set-Revised 09/14/01 j:' / Ld 30 }' 7 Construction Document Set-Bulltlin De tSubmission b� 9 Constmcdon Dacusneve Sea- P ogress Set 110/02/01 \ v \ 11/30/01 10 Coneuvcdov Document Sev Revision to F...dau'ov&Eust Floor Plaes 12/14/01 C.roaucdan Dac:ml.nt Set-Tennis Court Fevice 5ubra seiov Ol / /10112 13 Sit.Plu,�on Docroscvx 5ct-EJevrtloo/Wiodowoc o&Lgh, 01/18/02 Pu rmt Suhmissiwl fox Terme Court Fevice 4I]gha 01/29/02 t� 14 Cooetruction Documents-Elevuroo/Wmdxuv&Door Review 2/08/02 ' L \ryty 15 Cooeuucm.e'U cun:cntc-Co:u�lem Scx Acvuioos __ ]2/15 92 16 Covmxuttinn:;acumeaa-GclpletcS PRevisions L_ \ Canenucdon Doc mos2/20/02 - SrvttuxW Chmgee Q First Floor aver Utility Stang. 3/1/02 - \'/ 1 _ Line of 4 — —Side Yard Setback Omwmg ud Floor Plan Tax msp m.. 2C� 1000-40-1-21 FOUNDATION PLAN P„x SCALE:1/4"= V0" Construction Documents seal down 6P ]ob No.: I 1) 4 x 4 R^\ 108300-B t &s a C I;4 A * ReEa to Rev, • I! 41 amwl"g"o.: e9Al -0 \ estatepfd _.__l L"• C I I In . _ ,r _ , ,0 a a _ t _ t _ a _ a _ a _ a _ a _ a _ a _ t - � - � - � - � - � - � - � - � - � - , _ , Key Notes O EI=37it O A PROPERTY LINE O O F 36"H WALL =3 5$ 0 i \ / \ O EI=3 / O jEP IN WALL iEl= NEW EVERGREENS - NEW EVERGREENS ENDO LL - lss - to p WA $EI=32.97 - / 18' HIGH WALL- _ \ /SEAT PROPOSED EMBANKMENT \ BA DUE - - - - - 7Jrmo \ (LOW SIDE) PICNICTABL 3R"XBfi") Ir CENTERLINE 'EI=31.13 VER BETWEEN WINDOW P=34.30 AND DOOR AND OF EXISTING EMBANKMENT BARBEOUE F7: I (LOW SIDE) °w p BLUESTONETREADS BRICK BRICK RISERS s WAL WIDE ERIC TIO - . I BLUESTONETREADS '\ NCRETE P- 1B BRICK RISERS � � PEBBLE $EI=29.99 IC TAB / -32.7 DRAIN 316 EXISTING DRAINAGE PATH . PIPE VOOD yp, / 9 PZARTING 1=32.0 _ \ \ 3=35. 2$ / � INL \ =33.1 \ COV P=3,,.. 9 / \E =31.70PATIO B 3 BRICK-RUNNIN // \\ / \ 3 / I=32.08 BOND PATTERN EI=36.84 \ / E 8.81$ / V.I.F.RADIUS ALIGN // t EI=3 ePROVIDE IRRAGATION SLEEVES 3" TO ALL PLANTING EXISTING TREES z � \ / OF RADIUS ALIGN / _ EI=31. EXISTING TREE EI=3 . gi \\ P 3 w/DOOR/OrP\NINGS / ' �\2 � \� AREAS & ON EACH SIDS OF RETAINING WALLS 37-0" - 31-10" Genera Notes / \ P=24.31 0 INLET COVER-AREA J` - 28 Lvvdscape design-Pmgress Set 7/01/03 CHAT CATCH BASIN AND q EI-29. pc _ / DRMELL-PIPE TO 29 Landeca deli Pm ess Set 7/03/03 / / \ OTHER DRMEL O / 30 Landmape design/Drainage Plan-Progress Set 7/09/03 01/ �\ - - - +- - - Ansil Ey Atl'a 1" O / 31 Landscape devgn/Drainage Plan-Progress Set _ 7/10103 TO'- / \ / /PATH EI=29.18* 32 Landscape design/FILRUNGBONP AND RUNNING BOND ALTERATIONS 7/23/03 / EI=33.69 (@ FIN. FL�pOR)ep / ELEC. Q $E_ /� 33 Landara design/,CANTING Br.D SlzsiG 8/06/03 / \ _ ie'X18'STEPPING O pe gn/ SAN O STONES IN MULCH O / 34 Landscape design/PLANTING BED SIZING-WALL CURVE REDESIGN 8/07/03 ~ O ❑ ❑ ❑ ❑ ❑ 0 35 Landscape design/PLANTING BEI]SIZING-WALL CURVE REDESIGN 8/12/03 2.18 - , S7'-7" t _ /� \ D r PLANTING EI- 19 / EI=37.44 $ � SCULPTURj � �� J B � �- / GARDEN / -33.19 \ EI=33.44(@ SUB m 1 � INLET COVERFLOOR) Ira Has el Architect, P. C< > -4,rEESANITARY (sDING\ 126 EAST MAIN STREET 3 EI=32.50$ ° \ .A 0 EXISTING RETAIN BAY SHORE,NEW YORK 11706 TEL: 631.665.7525 - FAX: 631.665.7595 WEB: W W W.IRAHASPEL.COM ---- a PLAN / I I Copyright ©2001 Ira Haspel All Rights Reserved. EI=30.44 - $ EI=36.95 GATE o � p � ._ 0 5� =32.32 1= a s�Tr 18" HIGH WALL o yFT� GATE WFA /SEAT c BASKE ' S WEAVE �-__- $ EI=35.27 ryo do O Pm)ea°nate ono l°run°°: I=36.86 <® H GES R EDGES LAVENDER COHEN RESIDENCE 60" HIGH WAL o o O CAST IRON U ' I "( $EI=31.59 0 Garden House DRAINAGE > O 63875 Country Road 48 (North Road $ 7 38 =35.25 INLET(TYP.) O O O Southold, New York m 4 O I CONSTRUCTION DOCUMENT DATE EDGE OF DRIVE PATH EIMe # ONS DATE \ W_32 "'STEPPING ro a a a a a BTONESI 1 Dcsilm Development 12/22/00 �� a s 2 Design Review 01/09/01 INLET COVE R `� 'P a a I $1'E(=3T.99a a a r a a a �- a a a 3 Construction Documents-Pro ss Set 08/1001 PROPERTY LINE EI=32.24 4 Cmenucnon Documents-Pm ess Set 08/17/01 EI=33.56 PEACH TREES EACH TREES PATH 5 Comtruetion Documents-Cam lete 09/05/01 5.08 AT 12'-0"O C. El= 2. AT 12'0'OC. 13"XW STEPPING 6 Construction Document Set-Revised 09/14/01 111 El 32.55 STONES IN MULCH $EI=33.00 El= EI 32.43 7 Construction Document Set-Buikk Dem.Submissmn 101601 $ B Constaumnn Document Set-Pmgmss Set 11/02/01 i7 EDG OF NATURAL VEGETATION 9 Construction Document Set-Revved in include basement 11/30/01 $ EI=31.98 EDGE OF DRIVE 10 Construction Document Set-Revision to Foundahon&First Floor Plans 12/14/01 EI=32.83 EDGE OF DRIVE fe q 11 Construed..D.eum,ea SmTerm as Ters Court Fence rrus Subvon 01/10/02 - - 12 Construction Document See-Elevation/Window&Door Review 07/18/02 13 Site Plsn-Perms Submissmn Ba T.Court Tenor&Lights 01/29/02 14 C.memodmi Documems-Elcvatioo/Window&Door Review 02/0/02 GRAVEL DRIVE 15 Corismucdon Dammcnts-Cnmplere Set Revsemos 02/15/02 $ EI-32..7 33.860 0 $ E1=34.20 16 Coturnetion Docmnems-Complete Set Revisions -_ 02/20/02 p NEW TREES 0 17 Construction D°cumenas-Simon"Changes Q Ftrst Boor over Balky Storage 03/01/02 $ EI=33.83 18 Constmcaon Documcros-Shuctural Revtsinm 03/05/02 $EI=3453 19 Constmcoon Docume,as-Fins,Root Plan R... 03/13/02 . O 20 Construction Documents-Complete Set Revistmu 03/28/02 O 21 Consorted..Documents-Cnmplem Set Revisions 04/10/02 $ 22 Construction Documents-Complete Set Rormose 04/25/02 E=3 3 O 23 Constriction Documents-Site Plan Renetons(Perris Court) 05/02/02 9' EI= .97 24 Comtructian Dnarmcors-sic Plan Revisions(fenms Caurr) 06/05/02 EI=35. $EI=35.35 $EI=35. 25 CoomucuonDonnmems-Sao Plan Revimnns(I'enois Coua-Revised) 06/06/02 26 Constnrlwn Documeo¢-Landscape Plan/Details-Foe Pauog ONy 06/25/03 27 Conshuctinn Documents-Landscape Plan/Deta3E Reviard Planters and 73nek Pattern 06/27/03 D.a,aa°a°. GARDEN HOUSE Landscape Plan EI=35.33$ $EI=37.10 rax map n°.: Pease e�E1=36.67 1000-40-1-21 Construction Documents KEY WARNING: s 8�S p+ $ EI=00.00-EXISTING GRADE SPOT ELEVATION $ c a�aa by Jnh No. It is a violation of rite law for any �Oti @� „ s, 8�� T�,O JMmI/NCE 108300-0 $ G=00.00-NEW GRADE ELEVATION P gdirecta n ads date ,V P=00.00-NEW PATIO ELEVATION person,unless actin under the supervision of a licensed architect,to * w $ W=00.00-NEW WALK ELEVATION alter any item in any way bearing the y SEE REVISIONS tp TOW=00.00-NEW TOP OF WALL ELEVATION $ EI=38.09 seal e, the architect. If to alt hall a made,the altering architect shall x PITCH 1/4" PER FOOT to his item the seal and the Horatio PART LANDSCAPE PLAN @ RESIDENCE the date fnRowedhyionhis anasignature,, ° ' L1 - 1 the date of such alteration,and a specific description of the alteration. KeyNotes II II NCED DO UN �- POURED WHITE PORTLAND CEMENT CAP W/BULLNOSE EDGES l • aa1 I' �"4.�a (2)#4 DOWELS 01"Ii Ii s� V • (2)#4 LON 1,_2,. `� � / \ I d Id I GARAGE : q� I" v / v �� 0 �+ ITCHI I I, il',JI Ai/ /T el A '" 6p6 fPL l,11 ��p "i;r' 2X4 KEY WAY o00 / TENNI OUR i t � rl o II Il ' �^ z �0 0p000000ao u J 1 _� +I� ++ I / w 11jIp O \ a a r VI @R'-0 "O.C., E.W. Y • is ��II+IIjII+Iiil++rrrrl + 3TU CCOWdCK AGGREGATE PITCH BRICK CH -------= I PROP----- o -Jr ' ' — ' — ' � ° I `PROPOSED GRADE o z d � 1 1 � 1 � 1 � 1 � 1 —• 1 � 1 , I - 1 1 I J 15, I 0 • � i �8"P.C.WALL � /�(2)#5 REBAR PROVIDE IRRAGATION SLEEVES 3" TO ALL PLANTING I.a I / AREAS & ON EACH SIDE OF RETAINING WALLS LAND APE KEY PLAN ODETAIL @ 42" WALL W/ SEAT General Notes POURED WHITE PORTLAND CEMENT N.T.S. I 28 L MII epe design-PrI set 7/01/03 CAP W/BULLNOSE EDGES SCALE: 3/4"=1'-0" _ 29 Lade ndscape sign-Progees Set 7/03/03 (2)#4 DOWELS 30 I.andsc.pedemgn/Ihainge Plan-&ogres,Set 7/09/03 (2)#4 LON 31 Landsc.pc demp/Dr..W Ph.-Progress Sc, 7/10/03 SLOPING BACKFILL 32 Lana...pe dcsigo/ ,RRINGBONE AND RUNNRJG BONDALTERATIONS 7/23/03 POURED WHITE PORTLAND CEMENT 33 Landscape desrgn/WANTING BED SIZING 8/06/03 CAP W/BULLNOSE EDGES POURED WHITE PORTLAND CEMENT bT.O. RETAINING WALL A EMBANKMENT ITCH CAP W/BULLNOSE EDGES 34 Landstnpe aesigo/PLANTING BUD 51zRVG-WALL C[mVE REDESIGN 9/a7/o3 (2)#4 DOWELS 35 L Mscv d u r (ELEVATION VARIES- SEE LAYOUT PLAINj, (2)#4 LON (2)#4 DOWELS pe a gn/PLANTING BED SIZING-WALL CURVE REDESIGN 8/12/03 \�\ -2X4 KEY WAY SLOPING BACKFILL (2)#4 LON //\/\\�/ /\ / /��j� LEVEL BACKFILL �j\'�///T/\ \ •I • a•.I" #4 REBAR @ TI O.C, E.W. 1,-0" T T AGGREGASTUCCO TE ROCK ITCH ITC T-/r�7 1�aspe1 Architect tect P. C 1Cil� � T.O.-RETAINING WALL @EMBANKMENT � Ira 1 1l L L) a o (ELEVATION VARIES- SEE LAYOUT/\P�, �\{,//\ � : � ' 126 EAST MAIN STREET `,\/\ \ 2X4 KEY WAY 2X4 KEY WAY BAY SHORE, NEW YORK 11706 #4 REBAR @ 1'-0"O.C.,E.W. 4"BRICK PAVER BORDER I I LEVEL BACKFILL \ \/ // //\ 1I I' 'G TEL: 631.665.7525 - FAX: 631.665.7595 io CONCRETE EDGE 'I STUCCO W/ROCK v II ' -/�3 •I d _�+ - - aII d ---- " gIlIl , BWWWIRAHPEL. O GEO-TEXTILE FILTER FABRIC GEOXFILTER FABRIC AGGREGATE Copyright HP Reseved. PITCH PITCH GRAVEL FILLBRICKPAVING GRAVEL FILL -TEXTILE FILTER FABRIC _PROP OGEOOSED GRADE GEO-TEXTILE FILTER FABRIC E o z i J 2"O WEEPS @24.O.C. -SLOPE TO 2"O WEEPS 24"O.C.-SLOPE TO II , LOWERGRADE I •� II o LOWER GRADE Jq'1 d I •I 181.40 1 6"P.C.WALL M �I 1' -6" Pmlectname and MuJoa a6"P.C.WALL I°r IICOHEN RESIDENCE -----�- (2)#5 REBAR I a /_(2)#S REBAR Z I ° -T D Garden House DETAIL HERRINGBONE I a { OW/ROCK AG REG y 63875 Country Road 48 (North Road) @ DETAIL @ 18" RETAINING WALL STUCCO WI ROCKAGGREGATE Southold New York DETAIL @ 36" RETAINING WALL S _----- PITO Ii _PITCHr PATTERN WALK O ) SCALE: 3/4'=1'-0 @ ��_ CONSTRUCTION DOCUMENT DATE SCALE: 3/4"=1'-U. @ BERM BERM '� ' ° PROPOSED GRADE o Z # REVISIONS DATE. POURED WHITE PORTLAND CEMENT 1 DemciDeveloptincrit 12/22/00 CAP W/BULLNOSE EDGES I 2 DI Review 01/09/01 POURED WHITE PORTLAND CEMENT (2)#4 DOWELS R°I " 3 Conswctiov Documents-Pio ns Set 081001 CAP WI BULLNOSE EDGES z (2)#4 LON I 4 Conswedov Documents-Pmacess Set 09/17/01 O2 ik DOWELS 1-2• 09 05/01 4 5 Corewcuon Documents-Com tete (2)#4 LON ITCH ' ' I ° 8"P.C.WALL G Conwcvon Document Set-Revised 091¢/07 1'-2" " I �� 7 Construction Document Set-Buddin Dept Submission 10/16/01 ITCH `a 9I 8 Conswemn Document Set-Progress set 11/02/01 2X4 KEY WAY I /x(2)#5 REBAR 9 Cntutordnn iksument 5a-Revised to include basemen 11/30/01 10 Cocsnucdon Document Set-Rcvi,ion to Fouodauon&Fier Floor Plans 12/14/01 2X4 KEY WAY I 1 11 Canwctian Documen Set-Tetlnle Cont Fence Submission 01/10/02 12 ConMWI Documen Set-Elcvvdan window&Door Revicw i14 REBAR @ 1'10.C, E.W. I / 01/18/02 �� 13 sine Plan-Pam¢suhmission foe Tetmts Court Fence&Lighb 01/29/02 u _ ODETAIL @ 60 WALL W/ SEAT ,4 Construction Documen-F1roation/winanw&Door R Jv 02/08/02 1'-6' STUCCO W/ROCK d C 15 Construction Documen,-Complexe Set Rendon 021 SCALE: 3/4"=1'-0" 5/02 CI 2"BLUESTONET DS AGGREGATE WALL BEYOND STUCCO W/ROCK AGGREGATE 16 ConstroI d..Documem-C.nI S&Revistan 02/20/02 .1 17 Construction Documents-Structural Changes@FRet Ooocnvc Uality Stoxnge 03/01/02 18 Conetru ...Domments-Swctood RI roo. 03/05/02 �„--" BRICK RISERS 174 REBAR@1'-0"O.C.,E.W. 4 19 Construcnnnlbcumcnb-Brat Floor Pim Revision 03/13/02 1" STUCCO W1 ROCK q Ipf 20 Consmmdon Documen-Complete Set Revisions 9 AGGREGATE n. 1 21 Conswcnon Documen-Complete Set Revision 03/28/02 02 ITCH TO STAIRS ,PITCH TO STAIRS I 22 Covsmucoon Doeutoo.-rnm I p etesetxevssmn 04/204 5/02 ^•I 23 Corrmennn Documents-Sire Plan Remuons(Temas Court) 05/02/02 cu 24 Coretcunn D cumem-sin Plan Remus msion(IeC ..1) 06/05/02 1'-2"TYP PITC 25 C. I,.on Documen-sste Plan Roo.. ons cron,_Revs 1 W I e I 26 Conswexron Documen-L.ndua ,Plan Dexads-For Pa Ovl 06/06/02 K PITCH a I ROWLOCK CAP 2] Connueuon Documen,-Landec.pe Plot Dermis Revised PPIvnas nod Buck Pavan 06/25/03 PROPOSED PATIO PAVERS ¢ o _ PROPOSED PATIO PAVERS „ P / 06/27/03 `� > /— 4" EXPANSION JOINT dUSED BRICK WALL IN 4"P.C.SLAB-PITCH TO STAIRS NZ P,Y 4"P.C. SLAB-PITCH TO STAIRS PITC JJ 4"DRAINABLE FILL P!T�- 4"DRAINABLE FILL PITO __PIPyCH CONCRETE EDGEGARDEN HOUSE " `I iIII4'x6"BRICK 11 1/2"EXPANSION JOINT 7 I I RUNNING '-WALK LMNTING Landscape Key Plan / Details < f14 I 14 PROPOSEO GRADE o z BOND WALL BED ,�#4RE13AR@VI O.C., E.W. ° ' I ` BRICK PAVING IN m /\\//\\/ /�//� Tax mapnn.. I a HERRING BONE %/%/% %\/%G z Iz ' I z 1000-40-1-21 Construction Documents 6" P i- .C.WALL 19 I / B,:P.C.WALL g PATTERN q 14 N I r o WATERPROOF /j\/j\/j\/� WARNING: seal _ —by Job Na.. ptI -- It is a violation of the law for any / �,R A(t Naf 108300-B I. I B" P.C.WALL GEOTEXTILE FILTE \ \ ~ \ \ d O I e I person,unless acting under the direct N •. �fT de, "I (2)#5 REBAR I I (2)#5 REBAR FABRIC B' supervision of a licensed architect,to ° I I I (2)#5 REBAR It al. d a1 I DRAINABLE FILL F4 alter any item in any way bearing the # f Oa SEE REVISIONS, I seat of an architect If analteration is made,the altering architect shall affix 4 dtaw,sR DETAIL @ RAISED PATIO 3611 TYP. DETAIL @ STAIRS DETAIL @ 60" WALL ohsitemthe sealdby and the notation s ;• DETAIL @RAISED "Altered by:" followed by his signature, T � - (/ \I G p z � L OSCALE: 3/4"=1'-0" WALL W/ SEAT ` E / SCALE: 3/4"=1'-0" OSCALE: 3/4"=1'-0' SCALE: 3/4"=l'-Ir the BED the date of such alteration,Anda o1$ specific description of the alteration. a 9t Ke Notes — ' — ' — ' — ' — ' — , — , — , — , — , — , — , — , — , — — — — — — — — — — 1 ) HAND EXCAVATE GAS LINE IN AREA w �- d EQ. EQ AVOID BRICK PAVER LINES SCUPPERS(TYP.) Xm 1('DIA.x B'DEEP(TYP.)� F`O / \ Fo \ CIRCULAR GRATE;&TRENCH DRAIN; BRONZE W/CAST IRON IN ANCHORS AND TRENCH LINES 7r — AGL.600S;PIPE TO ORY WELL CONICBASE FOR / FOR INLE / \ gB° +z.,. PROVIDE IRRAGATION SLEEVES 3" TO ALL PLANTING AREAS & ON EACH SIDE OF RETAINING WALLS -- - Genera Notes / 28 Land,eape dengn-Pmgeees Set _ 7/01/03 29 Landscape design-Pmgeess Set 7/03/03 / \ ° ❑ �" G M Landscape deeige/Dromge Plan-Progress Set 7/09/03 31 LandscePc des��/Dmimge Plan-Pmgcese S¢ g / \\ ` 32 Utid,ca dcd HERRINGBONE AND RUNNING BOND ALTERATIONS 7/2 /03 — i — — — / EO. 33 Landsmpe desgn/PLANTING DED SIZING 8/06/03 34 Landuape devgn/PLANTING SEDSIZING-WAi-L CURVE REDESIGN 8/07/03 35 Landscapedesign/PLANTING BED SIZING-WALL CURVE REDESIGN 81203 ILL — — — — \\�'' \I °° O ❑ ❑ ❑ ❑ ❑ ° °° - - - - - - _ Ira Has�26 EAST MAIN STREET el Architect P. C. 14, , \ \ 6"P.V C.PIPE(TYP.) / \ / y `� 1 -r BAY SHORE,NEW YORK 11706 // \ /,)s'%$H4, \ \ \ TEL; 631.665.7525 - FAX: 631.665.7595 1 WEB: W W W.IRAHASPEL.COM Copyright c2001 Ira Haspel All Rights Reserved. P.V.C.PIP LOOK AT KEY NOTES(41) \ �4' � / \ \ 11 FO EO_ CROWN 4-P. C.PIPE \ \ Pmjeer name ova bnuon. WALK l � COHEN RESIDENCE Garden House ^ _PITCH GRACE PITCH GRADE 63875 Country Road 48 (North Road) �- CROWN �- \ J Southold, New York O WALK CONSTRUCTION DOCUAIENT DATE. ❑ # REVISIONS DATE a ❑ 1 Design Development 12/22/00 2 Design Remew 01/09/01 3 Construction Documents-Pro css Set 08/10/01 4 Consuattian Documents-PrDPXUS Set 08/17/01 5 Construction Do...%-Comolete 09/05/01 6 Ceastmetim Document Set-Rerised 091401 7 Caastmcnon Document Set- / ➢undine Dept Submission__ 10/16/01 tl Cnnstmenon l]ncument Set-Pmgmss Set _ _ ___ _ _ 11/02/01 9 Covstmctwn Documevr Set-Revised mmdude baumem - /30/01 10 Conetm<mn Document Set-Revieion m Fvundamest Fl n&Finor P1. 2 2/1 /01 11 Constmenon lJncumevt Set-Teo,ds Couxe Fence Submission U1/100/02 _ 12 Construction Document Set-Nevaaan/Window&Dori Review 01/18/02 13 Site Plan-Penwt Submission f Temue Court Fence&Lghcs 01/29/02 14 CovenucOon Oocumenm-Elevation/Wmdow&Dmc Review 02/08/02 15 Conwacunn Documems-CompRte Set Revisiom 02/15/02 16 Cmsteucmnl ocumem-Complete Set Revisions 17 Ca02/20/02 mmurnov 1]ncumevts-Structural Changes Q Dnst Door oven nNiry$ravage 03/01/02 18 Canstrucmn Documents-Smvetural Revis=oas 03/05/02 y� 19 Consnucmv Documcvm- lust P. Rev�sivns 03/13/02 �S 201 C..crion Documents-Complete S.Revisions 03/20/02 ,I Cwstmevnn nacuments-Complem Su 04/10/02 22Cnnstmcuon Documents-Complete Set R m ns 04/25/02 DRAINAGE PLAN @ RESIDENCE 23 Coueunction Documms-Site Plan Revidom(Tenns Coact) 05/02/02 SCALE: 1" = 10'-0"' 24 Q.rimtutu..Dncu.,av-Site Pm.Re...(re.,coat) 06/05/02 zs cnmuu<tinn nnenmems-s,te rlan Revss,nne(I'enme cnmt-Review) 06/06/02 26 Comtmcuvn Documents-Landscape Plan/DuniLs-For Pricing Only 06/25/03 LEGEND 27 Coostm<mn Documents-Landscape Plan/Details Revu¢I Plunmee and Bride Panern 06/27/03 o� mtlude GARDEN HOUSE / DRAINAGE PLAN I O 10' DIA x B' DEEP-CONC. LEACHING POOL rax map°° rl�e � J 1000-40-1-21 ConstrucuonDocllments WARNING: seal ED daw°by. I°b N. 4 ARp F- — l _ It is a violation of the law for any 8 ® SS2D411L-SSG24 by Me. K NLEYON INLET GRATE AND FRAME- person,unless acting under the direct A. LIGHT DUTY CAST A6�@11 04 ,A f�,`p NCE 108300-B — supervision of a licensed amhitecL,to alter any item many way bearing the tF SEE REVISIONS L -18" DIA. LIGHT DUTY CAST IRON INLET GRATE AND FRAME- seal o£an architect. If an alteration is C y ® made,the alteringarchitect shall affix L L SS16L-SSG1fiL by M¢ KINLEY to his item the sal and the emanon a Ro "Altered to followed by his signature, 42 — — -GUTTER DOWNSPOUT w/CAST IRON DOWNSPOUT BOOT TYPE DS2 the date of such alted by s ands by Me. KINLEY-4"x6"FOR 6'PIPE specific description of the alteration. "'- 0 fq�7 tE Key Notes ryCCUE°Au10Y OR • (j-1,F IS UZAAWFUL t,,RTdJOUT CERTIFICATE OF orCUPANICY UNDERWRITERS CERTIFICATE REQUIRED DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. LAND NOW OR FORMERLY OF PROPOSED ROOF DRAINAGE: VILLAGE OF GREENPORT (4)10'2 DRAINAGE RINGS-RESIDENCE I W (1)10'2 DRAINAGE RINGS-GARAGE O - VACANT S I ° 529-99-' - ¢ ----------------- LAND NOW OR FORMERLY OF ' jY'1 _ ______--- - - � -- RICHARD PETRCY VACANT 0W W a /� N N �, ZS 9E0 2"WATER LINE _ a Ln ________ ___________N_ ___ _�__/_____ 10 _90.0' N 9 O 1 - ti S26010'42"E 447.79' z t PROPOSED — --�- -- UI) it \ r, 3CAR GARAGE _ ,_ _, , �1 ; GeneralNotes 26-6r � + � 4 IFNRO 280' fi0'-0„ \ \ ` oZ\�• .`t `,`.\ \ ` `, ai""11,1`t t,i,`nn� t ttt�.`.t,,�,t\� +2� }0..'od '(I' '' \ / / L - / Ne 0 �2 t1w00, :,AN--------------------- ` / SM V SCTM# 1000-40 I li , /\\ //\ , PROPOSED Ol oe It I}t l 63875 County Rd. 48 m€� o t��l t t ,t \ a , s• +a,, ,t / ROpOS u/ C \ SYSTEM v VACANT tg M , LAND NOW OR FORMERLY �1 �,,,;`,g,\;;� \���� S24°56'30''EF------------------------------- - spoon -- --� - -- -------------------- ----- - ---------- s Ira Haspel Architect, P C -_-_ F-_- i EDGEWATER III, LLC o I } -- - I - ----------t v ` 26 EAST MAIN STREET ' v 976.7 1 y °+1 BAY SHORE,NEW YORK 11706 2 TEL: 631.665.7525 - PAX:631.665.7595 PROPOSED 1 STORY WOOD FRAMED RESIDENCE WI FINISHED FLOOR® WEB: WWW.IRAIIASPEL.COM +37.00 ELEV. Copyright ®2002 Ira Haspel All Rights Reserved. Note: All electrical SBNIEe and telephone Anes N be underground Proposed Site Plan - Garage Scale: 1" = 50'-0" BASED ON SURVEY BY: JOHN O. EHLERS LAND SURVEYOR 6 MAIN STREET RIVERHEAD, NY 11901 TEL 631/369-8288 COHEN RESIDENCE FAX 831/369-8287 Garage 63875 Country Road 48 (North Road) Southold, New York CONSTRUCTION DOCUMENT DATE # REVISIONS DATE I Dengn Develo mcnt 12/22/00 T-Demkn Review 1/9/01 3 BuDdin Dc ambvnt Subaussion 04/18/01 4 C.,aruLtian Dacumeots-Pio ess Set 08/10/01 5 Constmenon Doccauents-Progbe5s Set 08/17101 6 Constmcuon Documents Set 100% 09/05101 7 Construction Documents Set Revised09 14 01 8 Constraciont m Docuents-Gaza a 10/04/01 8 Buildin Permit Submission- 01 04/02 Deq�dd` GARAGE Site Plan Tax mep nc.: Pluee: 1000-40-1-21 Construction Documents dnwn by Jab N°.: WARNING: seal *,p It is a violation of the law for any 1 108300-B person,unless acting under the direct 01 M •w it "I - eeb: dau GI N supervision of a licensed amhitect,to alter any item in any way bearing the See Revisions L"`' seal of an architect. If an alteration is 2 made,the altering architect sball affix 4�• �"'°e°°'' to his item the seal and the notation _ S1 - 1 "Altered by:"followed by his signature, a - the date of such alteration,and a= \4�ie4vol}' L spedfic description of the alteration. Ke Notes 24'-10" 24'-0" LINE OF STONE ABOVE-SET 6'-0" 12'-0" V-0" STONE ON TOP OF F DOTING (TMP) -- -- — ---- -- -- . : r -- - - - WA N2860- - - - - - - - - WA N2860 — - - _ _ _ _ _ _ I (�' (2)2x10 �� .. (2)2x10 b� I 24'4" 32" 23'-5" z,. I WALL LEGEND - GARAGE ,• .`a I I 1/2"PERIMETER EXE.JT. A 8"CONC.WALL-4000 PSI w/DAMPROOFING A F1 4"STONE LEDGE TO 1'-0"BELOW FINISHED GRADE 2X4 CCA SILL PLATE A PITCH SLAB @ 1/4"PER FOOT °' I A3-1 = SILL SEALER A3-1 TO O.H. DOORS l] > T"PICAL SLAB CONSTI N ALUM.TERMITE SHIELD P.C. SLAB o ANCHOR 72"O.C, F U X - ROVIDE C.J. @ 400 .F M P) z 24"X12"POURED CONCRETE FOOTING m II � U DROP TOP OF FOUNDATION @ I o N 3 1X8 R.S. CHANNEL GROOVE CEDAR ELEV. +35,00' DOORS I m W -• �'CDX PLYWOOD SHEATHING ELEV.+35.2 ' I 2X4 @ 16"O.C. A3 1 ' FOLE IRESTOP AS PER CODE I I I I I I PITCH SLAB @ 1/4"P ER FO T : I TO O.H, DOORS I F GYP. BD. B.S. In • i I 4B 2X4@16"O.C. (2)2X4 TOP PLATE AND SOLE 1/2" ! I v I EXP.JT. FIRESTOP AS PER CODE 9General Notes I > I TOP OF SLAB ELEV=+35.00'(@O.H, In DOOR)PITCH @ J^PER FT TO DOORS I o I F o 3 CAR N N GARAGE v Q I TYPICAL SLAB CONSTRUCTION w O I 5"P.C.SLAB w 101 3 ELEV. +35.00' -PROVIDE C.J.@ 400 S.F. MAX(TVP) �I +35.00' Ira Hp as el Archl tect P C. +35.15 j /2"EXP.JT. �- , I 1 I 126 EAST MAIN STREET as DROP TOP OF FOUNDATION @ I DOORS I :' I I I I :- BAY SHORE,NEW YORK 11706 JS I 11-71&'X 1-3/4"LV� TEL: 631.665.7525 - PAX: 631.665.7595WW @ 12"O.C. WEB: W ,IRAHASPEL.COM Copyright 0 2002 Ira Haspel All Rights Reserved. I I u: 4 I 0 m I HAUNCHSLAB '� I I U x (2)11§"x Ir LV �f /008sFXL= m I I TRIMMER U mK N ¢ I p w I . 2 .• I Zen sw " yOiL_r{� A31 ' I ' " r�<avw<am ..... ELEV. +35.001 ELEV.+35.2 LVLHEA ER I B 11-7/8"X1-3;4" VL r- - I COHEN RESIDENCE • L - -- — g:I r:. IIII I (2) P 4@ @12"o.C. r I iII I B2 " i Garage7. ------ (2) x10 O CODE ----- __ ii 63875 Country Road 4 8 (North Road) 14.-8„ { 36X84 B Southold New York -ELEV�3506' -- - J CONSTRUCTION DOCUMENT DATE 2x1047 x REVISIONS DATE, _._.- ----------------------- 36 84 .. WA 2860 11/22/00 L --- --- - - - - - - - -- - - - - - - -- - -- - - - - - L - - J z Ds nviewment — — — - - - - - - - - - - - - - - - - - - - - - - - — ,7V 4 3 BuMa De aranent Su6missim 04/18/01 3'-3" 19'-5" 3' 1B.A., 3'-0" 4 Coostmctlon Documents-Pro ss Set 1 0810/01 5 Consrmen ucdon Documents-Pro ess Set 24 0" 24'-0" 6 Consttucd.n Documents Set 100' 08/17 01 09/05/01 Garage - Foundation Plan /�� 7 ConstruontrranDocaree Set Revised U914 B1 •y B Coasttudont Documenxs-Gua 10/04/01 Scale. 1/4"=1'-O" � Garage - First Floor Plan 8 Buildin PennitSubmission- Gaza 01,04,02 Scale: 1/4"=1'-0" no�ag a� GARAGE Plans Tu mep vv: pbye. 1000-40-1-21 Construction Documents WARNING: seal — a.by: I°b N., It is a violation of the law for any . )�iU \ 41 108300-B person,unless acting under the direct 6440'. �y supervision of a licensed architect,to �! � alter any item in any way bearing the 41 :i See Revisions sea]of an architect, If an alteration is made,the altering architect shall affix to his item the seal and the notation 4 "Altered by:" followed by his signature, A 1 1 the date of such alteeation,and a specific description of the alteration. et�p N,ey Notes TYPICAL ROOF CONSTRUCTION - 18"RED CEDAR PERFECTIONS W/5"TO THE WEATHER -5/4 X 3 STRUCE STRAPPING -2X10 DOUG FIR @ 16"O.C. -3"RIGID INSULATION W/AIRSPACE&REINF.VAPOR BARRIER 24'-0" -36"WEATHER GUARD @ ALL ROOF EDGES a VALLEYS -20 OZ. L.C.C. ROOF EDGE W/DRIP EDGE @ ALL ROOF EDGES 4'-6" 7'-6" 7'-6" 4'-0" -SOLID STRAPPING @ ROOF EDGES&VALLEYS FOR 18" — — — — — — — — — — — — — — — — — _ WC 2840 N (2)I x6 14'141 32 � 12 � 32 m D A I — I — A3-1 WALL LEGEND - GARAGE I I 'o I of I I 8"CONC.WALL-4000 PSI W/DAMPROOFING 4"STONE LEDGE TO V-0"BELOW FINISHED GRADE IzI I 2X4 CCA SILL PLATE SILL SEALER ALUM.TERMITE SHIELD I 1/2"ANCHOR BOLTS @ 72"O.C. 24"X12"POURED CONCRETE FOOTING II• ' I 1X8 R.S. CHANNEL GROOVE CEDAR 13 " 2 ' 2" I I I I J"CDX PLYWOOD SHEATHING 23'-5" I 2x10 R.R.a 16"O.C.I2x10 R.R. @ 16"O.C. . 2X4 @ 16"O.C.l I I I 2x8 C.T.@ 32"O.C. 2x8 C.T.@ 32"O.C. I (2)2X6 TOP PLATE AND SOLE I wI I FIRESTOP AS PER CODE O I I I I I 2@16 � X4 O.C. I I (2)2X4 TOP PLATE AND SOLE to i d I I FIRESTOP AS PER CODE I = STORAGES M A33--1 Roof Roof enera Notes 201 I I f I r, l ' In I3/4"T&G PLYWOOD I I 'SHEATHING I I (GLUE&SCREW FLOOR I L, r--HOISTS I IIl I I Ira Haspel Architect, P. C. II ' 126 EAST MAIN STREET ' I I BAY SHORE,NEW YORK 11706 to i o1 I I TEL: 631.665.7525 - FAX: 631.665.7595 Igo �I WEB: WWW.IRAHASPEL.COM Copyright 02002 Ira Haspel All Rights Reserved. �a V I V QI 13 I 3� to H.R.TO CODE L J • I' I --------------- --- ------------ Pmjea name vvd]ocatlw: —I 2110 R.R.Cal 16"O.C. , 2x10 R.R. a 16"O.C. COHEN RESIDENCE I n I 2x8 C.T. @ 32"O,C. 2x6 C.T.@ 32"O.C. I Garage (2)2 L — — _ _ _ w( 2840 _ _ _ — — — J 63875 Country Road 48 (North Road) — — — — — — — Southold, New York CONSTRUCTION DOCUMENT DATE LINE OF WALLS BELOW(TYP) # REVISIONS 4'-6" 1 Des' nDevdo went DATE 2/22/00 2 Deei Reofew 1 9/01 Garage - Roof Plan 3 Bondi. De azment Submission 0418/01 24 0 4 Constmcd.Documeon-Pro ess Sct 08/10/01 AA-- Scale: 14"=1'-0" 5 Consnuttion Documents-Pm ess Set ' V � 6 CmArcetton Documents Set 100°/" 08/17/01 TYPE'B'ZINC GUTTER w/4X6 SQ 7 ConamItion Documents Set Revrsed 09/05/01 Garage - Storage Plan ZINC LEADER-PIPE TO DRYWELL 8 Construdotn Dornments-Gar 0914/01 Scale: 1/4"=1'-0" (TYPICAL) 8 BuildingPermit Submission- 10/04/01 01/04/02 Dawivg tldc GARAGE Plans Tv vup no.: PWm: 1000-40-1-21 Construction Documents WARNING: seal *� d.by lib No.: It is a violation of the law far any MJI 108300-B person,unless acting under the direct P M 411 iy supervision of a licensed architect,to `4' ♦ S� °`°�` a"= alter any item in any way hearing the * See Revisions seal of an azchitect. If an alteration is * made,the altering azchrtect shall affix to his item the seal and the notation 4 A 1 _2 "Altered by:"followed 6y his signature' the date of such alteration,and a d/ spedfic description of the alteration. ��i�t�p. Ke Notes TYPICAL ROOF CONSTRUCTION - 18"RED CEDAR PERFECTIONS WI 5"TO THE WEATHER -5/4 X 3 STRUCE STRAPPING -2X10 DOUG FIR @ 18"O.C. -3" RIGID INSULATION W/AIRSPACE 8 REINF.VAPOR BARRIER -36"WEATHER GUARD @ ALL ROOF EDGES 6 VALLEYS DRIP CAP FLASHING (TYP) -20 OZ. L.C.C. ROOF EDGE W/DRIP EDGE @ALL ROOF EDGES -SOLID STRAPPING @ ROOF EDGES 8 VALLEYS FOR 18" I � HEIGHT FROM GRADE TO AVG. DORMER ROOF � I I li it I � y WALL PLATE HEIGHT +46.25' /tNAWN 4048\ NJAWN 40481 NVAWN 4048\ ASTORAGE FLOOR F.F. ELEV. +44.00' +TYPICAL EXTERIOR WALL CONSTRUCTION: 4 -1X10 R.S.CHANNEL GROOVE CEDAR -1/2"COX PLYWOOD SHEATHING -2X4 STUDS @ 16"O.C. -FIRESTOP AS PER CODE 4 m DRIP CAP FLASHING(TYP) TRIM AS SELECTED BY ARCHITECT(TYP) - _ - STONE BASE TO TOP OF FOOTINGPITCH PITCH - GRADE y GARAGE SLAB ELEV. +35.00' LINE OF FOUNDATION WALL AND FOOTING BEYOND------ EYOND I Y CONCRETE APRON E L- - - - - - - - - - - - - - - - - - - Garage GARAGE West Elevation GE OVERHEAD GARAGE Oi00R(typical) Scale: 1/4"=1'-0" General Notes Ira -Ha spel Archi tect, P. C. 126 EAST MAIN STREET BAY SHORE,NEW YORK 11706 TEL: 631.665.7525 - FAX: 631.665.7595 WEB: WWW.IRAHASPEL.COM TYPICAL ROOF CONSTRUCTION Copyright c 2002 Ira Haspel All Rights Reserved. -18"RED CEDAR PERFECTIONS W/5"TO THE WEATHER -5/4 X 3 SPRUCE STRAPPING -2X10 DOUG FIR @ 16"O.C. -36"GAF"WEATHERWATCH"@ ALL ROOF EDGES 8 VALLEYS -20 OZ. L.C.C. ROOF EDGE W/DRIP EDGE @ ALL ROOF EDGES -SOLID STRAPPING @ ROOF EDGES 8 VALLEYS IFOR 18- HEIGHT FROM AVG, GRADE TO MIDPOINT OF DORMER ROOF 72 L.C.C. DRIP CAP FLASHING q (TYP) e�j«ovm<avd l<c.voa ' COHEN RESIDENCE Garage ` 63875 Country Road 48 (North Road) TYPE'B'ZINC GUTTER W/4X6 SO ZINC LEADER-PIPE TO DRYWELL / E Southold, New York (TYPICAL) 12 / 12 ,-, 1,WALL PLATE HEIGHT +46.251 lir CONSTRUCTION DOCUMENT DATE Y-- 2E 0 � t # REVISIONS DATE 1 Design Development 12/22/00 STORAGE FLOOR F.F. ELEV. +44.00111 2 De' Revlew 1/9/01 Y— 3 Buildin D< umneat Subadssion 04/18 01 m4 Construction Documents-Pro en Sct 081001 A N2 60 28 0 5 Construction Documents-Pro Progress Set 08/17/01 --- 6 Constmoda.Documents Set 100% 09/05/01 TYPICAL EXTERIOR WALL CONSTRUCTION: 7 Construed..Documents Set Revised 09/14101 -1X8 R.S.CHANNEL GROOVE CEDAR / /1 a 8 Construclonc Documents-Gam 10/04/01 q -1l2"CDX PLYWOOD SHEATHING / I 1 E d 8 Buddin Permit Submission- Gar 01/04/02 5s -2X4 STUDS @ 16"0.C. -FIRESTOP AS PER CODE a L.C.C. DRIP CAP FLASHING (TYP) I I I I L }X4 R.S.CEDAR TRIM(TYP) F STONE BASE TO TOP OF FOOTING PIT - _ - - - - - - PITCH GARAGE SLAB ELEV. +315 00' GRADE GRADE 4 STING GRADE ELEV. +35.03-- " GARAGE LINE OF FOUNDATION WALL AND FOOTING BEYOND � L E Elevations L — — — 5"CONCRETE APRON — — — — — — — — Tu map Pbvee Garage - North Elevation 1000-40-1-21 Construction Documents d¢wn by Job No.: Scale: 1/4`=V-O" It is a violation of the law for any seals MJI 108300-B person,unless acting under the direct �, M supervision of a licensed architect,to alter any item is any way bearing the * See Revisions seal of an architect If an alteration is made,the altering architect shall to his item the seal and the notation 4 "Altered by:" followed by his nda signature, e1 a n the date of such alteration,and a Y �bM� 1/-'`1 specific description of the alteration. • - -. Key Notes TYPICAL ROOF CONSTRUCTION - 16"RED CEDAR PERFECTIONS W/5"TO THE WEATHER -514 X 3 STRUCE STRAPPING -2X10 DOUG FIR @ 16"O.C. -3"RIGID INSULATION W/AIRSPACE&REINF.VAPOR BARRIER -36"WEATHER GUARD @ ALL ROOF EDGES&VALLEYS DRIP CAP FLASHING(TVP) -20 OZ.L.C.C. ROOF EDGE W/DRIP EDGE @ ALL ROOF EDGES -SOLID STRAPPING @ ROOF EDGES&VALLEYS FOR 18" I I AHEIGHT FROM GRADE TO AVERAGE DORMER ROOF I ' Ea / \ EAWN /WAWN 4048\ 048\ WALL PLATE HEIGHT +46.25' o � na . m M ' L V STORAGE FLOOR F.F. ELEV. +44.00' � 4ICAL EXTERIOR WALL CONSTRUCTIO-- f' - 1X10 R.S. CHANNEL GROOVE CEDAR - 1/2"CDX PLYWOOD SHEATHING -2X4 STUDS @ 18"O.C. 9 -FIRESTOP AS PER CODE ON� 82 EDRIP CAP FLASHING (TYP) A 62 A N 82 a° TRIM AS SELECTED BY ARCHITECT(TYP) IT 1 11 1 1r STONE BASE TO TOP OF FOOTING _ _ _ �• _ _ L _ PIRADETCH G �GARAOE SLAB PITCH ELEV. +35.00' G� -__ ___ __ ___ __ ___ __ ___ .� • -__ _. -__ _. -__ _ ___ __ ___ __ __ ___ _ �� . LINE OF FOUNDATION WALL AND FOOTING BEYOND m E L - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - Garage - East Elevation Scale: 1/4"=1'-0" General Notes Ira Haspel Architect, P. C. 126 EAST MAIN STREET BAY SHORE,NEW YORK 11706 TEL: 631.665.7525 - FAX: 631.665.7595 WEB: WWW.IRAHASPEL.COM Copyright c2002 Ira Haspel All Rights Reserved. TYPICAL ROOF CONSTRUCTION - 18" RED CEDAR PERFECTIONS W/5"TO THE WEATHER 514 X 3 SPRUCE STRAPPING -2X10 DOUG FIR @ 18"O.C. -36"GAF"WEATHERWATCW @ ALL ROOF EDGES&VALLEYS -20 OZ.L.C.C. ROOF EDGE W/DRIP EDGE @ ALL ROOF EDGES -SOLID STRAPPING @ ROOF EDGES&VALLEYS FOR 18" 12 AHEIGHT FROM GRADE TO AVERAGE DORMER ROOF 4F-- 12 4 rmicctn n a dla doa COHEN RESIDENCE TYPE'B'ZINC GUTTER w/4X6 SO j Garage ZINC LEADER-PIPE TO DRYWELL (TYPICAL) -\-- 63875 Country Road 48 (North Road) o Southold, New York 12 12 g CONSTRUCTION DOCUMENT DATE L PLATE HEIGHT+46.25' Br �8 a -o # REV WALISIONS DATE C 2 0 7 d 1 Desi me Devela nt 12/22/00 n 2 Desiw Review 1/9/01 Cn P1 STORAGE FLOOR F.F. ELEV. +44.00' 3 Building Deparrent Submission 04/18/01 �4- 4 Construction Documents-Progress Set 08/10/Ol 45 Construction Docutnmts-Pross Set 08117/01 TYPICAL EXTERIOR WALL CONSTRUCTION: -1X8 R.S.CHANNEL GROOVE CEDAR W 26 0 7 Construction D.o,tumts Set IDG% 09/05/01 -12"CDX PLYWOOD SHEATHING 7 Canstmcdon t Docu encs Revised 09/14/01 -2X4 STUDS @ 16"O.C. / 8 Coostrncioot Documents- - G 10/04/07 -FIRESTOP AS PER CODE / 11 8 Buildin Pesmit Submission- 01/04/02 o / z � L.C.C. DRIP CAP FLASHING (TYP) }X4 R.S. CEDAR TRIM STONE BASE TO TOP OF FOOTING GMICHRADE \ - GRADE n�wms aa` A p L GARAGE SLAB ELEV. +35.00' �— •_-- \ - - - - GARAGE EXISTING GRADE . + 5.00' 5"CONCRETE APRON III PITCH+� I o c Elevations LINE OF FOUNDATION WALL FJ vu A.e ebax: AND FOOTING BEYOND L — _ _ _ _ — — — — — — — — — — — � 1000-40-1-21 Construction Documents WARNING: seal s*per d .b, Job No.: Garage - South Elevation It is a violation of the law for any Mii108300-B Scale: 1/4"=1 -0" person,unless acting under the direct N &• � supervision of a licensed architect,to Ir alter any item in any way bearing the * See Revisions seal of an architect, If an alteration is Q made,the altering arclutect shall affix to his item the seal and the notation fit' "Altered by:"followed by his signature, a d'�'r A2 2 the date of such alteration,and a ChM specific descnptton of the alteration. Key Notes 2x12 RIDGE TYPICAL ROOF CONSTRUCTION - 18"RED CEDAR PERFECTIONS W/5"TO THE WEATHER -5/4 X 3 SPRUCE STRAPPING -2X10 DOUG FIR @ 16"O.C. -36"GAF"WEATHERWATCH"@ ALL ROOF EDGES&VALLEYS -20 OZ.L.C.C. ROOF EDGE W/DRIP EDGE @ ALL ROOF EDGES -SOLID STRAPPING @ ROOF EDGES d VALLEYS FOR 18" 2 X 8 COLLAR TIES @ 36"O.C. 12 4(— HEIGHT FROM GRADE TO AVERAGE DORMER ROOF DORMER PLATE HEIGHT +50.33' _ 12 �8 v STORAGE 3/4"T&G PLYWOOD SHEATHING GLUE&SCREW KNEEWALL PLATE HEIGHT +46.25' FLOOR JOISTS(referto plans for T+i�it structural Information) N STORAGE FLOOR F.F. ELEV. +44.00' TYPICAL EXTERIOR WALL CONSTRUCTION: (2) 1}"xl1j"LVL HDR - 1X8 R.S.CHANNEL GROOVE CEDAR 4-1/2"COX PLYWOOD SHEATHING -2X4 STUDS @ 16"O.C. -FIRESTOP AS PER CODE § GARAGE PITCH}"PER Fr. �,GARAGE SLAB ELEV. +35.00' 000, EXISTING GRADE ELEV. +35.00' _ TYPICAL FOUNDATION WALL CONSTRUCTION: 7 12"CONCRETE WALL W/STONE FACING TO BEL OW FINISHED GRADE x' 24Genera Notes SECTION 1AI t 24"x12"Op. P.C. FOOTING 2x8 CCA SILL PLATE SCALE: 1/4" = 1'-0' SILL SEALER TERMITE SHIELD MEMBRANE WATERPROOFING 1/2"ANCHOR BOLTS @ 4'-0"O.C. MAX Ira Haspel Architect, P. C. 126 EAST MAIN STREET BAY SHORE,NEW YORK 11706 TEL: 631.665.7525 - FAX:631.665.7595 WEB: WWW.BiAHABPEL.COM Copyright C2002 Ira Haspel All Rights Reserved. WALL BEYOND DISTANCE VARIES DEPENDING TYPICAL INTERIOR FRAMING ON GARAGE DOOR TRACK 4'-0"Apron SRE(TYP) COUNTROL JOINT Pm�ect wne°vd 1°cad°a 6"REINFORCED PITCH BLAB 114"PER FT.r4' . CONCRETE SLAB COHEN RESIDENCE CONC.APRON f HAUNCH SLAB Garage "a, •'• TYPICAL SLAB CONSTRUCTION (3)#4REBARS 63875 Country Road 48 (North Road) 5'CONCRETE SLAB 6xsm/16W.W.F, Southold, New York #4 REBAR-12' -PROVIDE C.J.400 S.F.MAX. dBEYOND FOUN .Wd d -a CONSTRUCTION DOCUMENT DATE 8" 4" ETYPICAL FOUNDATION WALL CONSTRUCTION: qQ # REVISIONS DATE 12"CONCRETE WALL W/STONE FACING 1 Desi Develo mens2 22/00 TO V-0" BELOW FINISHED GRADE d2 Desi Rcviee' 1 9/0112"dx24"P.C. FOOTING w/2x4 KEY o3 Blldin De artnent Subission 04/18/01 B #5 REBAR2x4 CCA SILL PLATE d 4 Construction Documents-Pro ess Set 08 10/01 BOTTOM -SILL SEALER 5 Construction Documents-Pro ess Set 08 17 01 -TERMITE SHIELD G Construction Dcuments Set(100 09/05/01 7 Consnucvon Documents Set Revised 09 14 01 #4 REBAR @ 12" 2'-0' D 8 C O.CNERTICAL oaatmciont ocuments-Gars e 10/04/01 (3)#4 REBAR 8 BuEdin G Permit Submission- ax 01/04/02 FOUND.. DETAIL @ GARAGE ENTRANCE Section @ Haunch Slab SCALE: 1{2"=1'-0° 2 SCALE: " awing ddc GARAGE Sections and Details =Pm.: PI-e 1000-40-1-21 Construction Documents WARNING: seal D drown hp Job N°.: It is a violation of the law for any MJI 108300-B person,unless acting under the direct- supervision irectsupervision of a licensed architect,to �. alter any item in any way bearing the * See Revisions seal of an architect If an alteration is made,the altering atchitect shall affix dowlvs°°'' to his item the seal and the rotation /—� 3 1 "Altered by:"followed by his signature \ ;, 1 1 the date of such alteration,and a A�p�� specific description of the alteration. WALL LEGEND - GARDEN HOUSE 30'-4" 12"CONIC.WALL-4000 PSI w/DAMPROOFING 48'-2" 48'-2" [Fl] 4"STONE LEDGE TO T-0"BELOW FINISHED GRADE 2X6 CCA SILL PLATE SILL SEALER ALUM.TERMITE SHIELD Line of 10 ANCHOR BOLTS @ 48"O.C. Side Yard Setback 24"X12" POURED CONCRETE FOOTING W/(3)#5 LONG-(1)#5 TRANSVERSE @ 24"O.C. — -- .. : . ,... .. . •- . #30 DOWEL TO SLAB @24"O.C. 77 .1; ,tr ,,,,.; •.,;.;. ,..,,":.; I ',.;::'...,, : '. . :: ..; '.'.:.'i^ -:'• n ', .".: » ...,:•:,:.,... #40 REBAR@12"O.C. HORIZ&VERT _ _ #ofd DOWEL TO FOOTING @ 24" O.C. 12"CONC.CHEEK WALL-4000 PSI -TO 36" BELOW FINISHED GRADE 4"STONE LEDGE TO T-0"BELOW FINISHED GRADE q 12"POURED CONCRETE CAISSON FJ BOTTOM SET @ T-0"BELOW GRADE MIN. EXPANSION JOINT 10" P.C. RETAINING WALL-4000 PSI '. ® PERIMETER (TYP) Y? F4 #40 REBAR @ 12"O.C. HORIZ&VERT 4"STONE LEDGE TO V-0"BELOW FINISHED GRADE 24"X12" POURED CONCRETE FOOTING W/(3)#5 LONG-(1)#5 TRANSVERSE @ 24"O.C. B #40 DOWEL TO FOOTING @ 24"O.C. V5 A3-1 8"P.C. WALL-4000 PSI W/DAMPROOFING ''II F5 #40 REBAR @ 12"O.C. HORIZ&VERT 24"X12"POURED CONCRETE FOOTING W/(3#5 LONG-(1)#5 TRANSVERSE @ 24"O.C. ' F_F— #40 DOWEL TO FOOTING @ 24"O.C. LJ 1XB R.S. CEDAR CHANNEL GROOVE n ; . SLAB ON GRADE A 3/4"COX PLYWOOD SHEATHING .'� - - - 'TYVEC" HOUSE WRAP .•{ F.1 fT FFMINERALWOOL INSULATION — 3/4"XB"SHIP LAP No 2 PINE-PLANED NOT SANDED FIRESTOP AS PER CODE C.J. ..••� D NO 0 @ 2X4 TOP PLATE AND SOLE SANDE FIRESTOP AS PER CODE I b — - 314X8 SHIPLAP No.2 PINE-PLANED NOT SANDED 2X6 @ 16"O.C. to _ v (2)2X6 TOP PLATE AND SOLE LJ 7I ;y ❑ FIRESTOP AS PER CODE = 1 L — 1X13 R.S.CHANNEL GROOVE CEDAR L 3/4"CDX PLYWOOD SHEATHING p 2X4 @ 16"O.C. I , (2)2X6 TOP PLATE AND SOLE E.J• FIRESTOP AS PER CODE TEP P.C. FOOTING — 24" ORIZ / 12" VERT EXPANSION JOINT ® PERIMETER (TW) \\ \\ .� F.1 ti �•/ \ \ \ �� / / -'j// / •r J o \ \ \ '''•, \ tiff / \ \ 2• / . �/ FLOOR DRAIN- IPE / 1 -� WARNING: TO DRY W / It is a violation of the law for any person,unless acting under the direct supervision of LOCATION OF WALLS ABOVE \ \ \ / / Q FA - a licensed architecq to alter any item in any way bearing the seal of an archttect. If an C.J. TO BE LOCATED UNDER WALLS / ,"y/ \ / /�; ," alteration is made,the altering architect shall affix to his item the seal and the notation \ \ (T1•P) \ \ / \ / / •t:' "Altered hv:" followed by his signature,the date of such alteration,and a specific `, -/ \ +.'': 10 description of the alteration. EXPANSION JOINT — — — — — \\ \ / / U U ® PERIMETER (TYP) \ \ / / / — — Ira Haspel TYPICAL SLAB CONSTRUCTION / !35• - 4" P.C. SLAB \ ' Architect- P. C. — 2" RIGID INSULATION UNDER ENTIRE SLA \ r / J� A4 t W/PRREFLECTED J.TOP 4SU S.F. MAX (TYP I / / EXPANSION JOINT — — / ® PERIMETER (TYP) J - 8 MIL. VAPOR BARRIER r VENT THROUGH 126E MAIN STREET J BAY SHORE,NEW YORI{ 11706 C,J• ROOF TEL: 631.665.7525 - FAX: 631.665.7595 C.J. C.J. C.J. . ' - _ G.F. BOILER w Jrahaspel.com SLAB ON GRADE •, F' 1 SLAB ON GRADE ', F,1 SLAB ON GRADE :4 _ HWH `i Copyright ®2001 Ira Haspel All Rights Reserved. L i UTILITY / STORAGE — C.J. C.J. C.J. ExP. Jr. C.J. * ool TTT "� . (V ELEV= +25.00' ( ''t (VERIFY WITH / I` ARCHITECT FOUNDPRIOR TO ION • .' I— .'..d• CONSTRUCTION ® 12" D.C.ON $ (TYPICAL 0 PERIMETER) 135, LL00r/ j / \ • \ / - / — / . s — — — F.1 \ \ 1 COHEN RESIDENCE / •'✓ / / / / 'o \' \ \ �, STEP P.C. FOOTING — 24" Garden House a / . ,/�/ 'y, / \ / HORIZ / 12" VERT �• / - j / \ ' 63875 County Road 48 (North Road) / . ;. '' / / \ / ;:•,:� \ \���: \ Southold, New York CONSTRUCTION DOCUMENT DATE # REVISIONS DATE 1 DaiI Development 12/22/00 2 Design Review 01/09/01 3 Coastvuaioa Documents-&o ass Set 08/10/01 4 ConstormaProgress Documents Set 08/17/01 \ / S Co¢stmcdoa Documents Com Ietctc 09/05/01 \ \ y fi Cvosmuyion Document Set-Revised 09/14/01 / / \ 7 Commusuon Document Set Building Det Submission 10/16/01 8 Cuvaracuvn Document Set Pmgtess Set 11/02/01 u \ / 9 Commonov Document Set Revised to include basement 11/30/01 �� ,\ / - 'v� 10 Constmmon Document Sec Revi km on Foundation&Fust Floor Plans 12/14/01 11 Co¢etmetlo¢Doc..L Set-Tetuus Court Fenn Subtmenan 01/10/02 t• 12 Conetmetion Documevt Set-Mevadcn/Wmdow&Door Review 01/18/02 ." / ': •" 13 Site Plm-Permit Submisvoo for Terris Co.Fcn<e&Lights 01/29/02 14 Cmatmmon Domments-Elevation/Window&Door Review 2/08/02 \ '• / / , / T I 15 Cooanno m.Dornmew,-Complete Set Rrnsions 2/15/02 I—I \ ;, lfi C.mautiv¢Docume¢ts-Complete Set Revisions 2/20/02 1 17 Constmmoc Documents-Sim al Cbangn @ Fuet floor over Ut lity Smnge 3/1/02 I— \ \ \ 18 CaysLxumav Documenrs.5tmrnuel Revisions 03/05/02 J• - 0 Line of Side ).'ard Setback ° a° -- Floor Plan 1000-40-1-21 2� FOUNDATION PLAN Construction Documents SCALE: 1/4" = 1'-0" • •6 Seal �18D A� dmw"by I°b N".. rtig „ a ;\ MJI 108300-B r0I -I��R r� I, _I�"_It_ I'i_,P_:�__ r s Rcfer to Rev. i pi"'R 2 1 2002 ��J ,tea e T. rl, Al - 0 1zs'-o" 48'-2" 29'-B" 48'-2" 3'-22' S,-4„ 12, S' 5-4" 3,-22 5_°" WALL LEGEND - GARDEN HOUSE I— _ L� f F1 4"STONE EDGE TO -0 BELOW FINISHED GRADE 00 PS _ _ _ _ _ _ _ _ _ Q 1: :, O e O 2X6 CCA SILL PLATE Side Pard SCtbaC SILL SEALER — ALUM.TERMITE SHIELD 1/2"ANCHOR BOLTS @ 48"O.C. - -� 24"X12" POURED CONCRETE FOOTING 52 11'-10" W/(3)#5 LONG-(1)#5 TRANSVERSE @ 24" O.C. _ I I #30 DOWEL TO SLAB @ 24"O.C. v 4x10 )ti 4X1 p o #40 REBAR @ 12" O.C. HORIZ 8 VERT #40 DOWEL TO FOOTING @ 24"O.C. N 0 1 B� 12"CONC.CHEEK WALL-4000 PSI -TO 361`BELOW N EARI GA3-1F2 FINISHED GRADE —� WALL _ 4"STONE LEDGE TO T-0"BELOW FINISHED GRADE _4x10_ _ 4x10 S T is . — ' — ' — ' 12" POURED CONCRETE CAISSON Oq I�Fi — B2 F3 BOTTOM SET @ 3'-0"BELOW GRADE MIN, BUNK �� •�il � A3-1 ROOM I; L BE.DROOM4 & 10" P.C.RETAINING WALL-4000 PSI 4x10 118 gXtp N 44 STONE EDGE TO V-0"BELOW FINISHED GRADE — ' — 0— . — . F4 T o 24"X12" POURED CONCRETE FOOTING SD 'o W/(3)#5 LONG-(1)#5 TRANSVERSE @ 24"D.0 Y #40 DOWEL TO FOOTING 24"O.C. 4x10 52 :ri 4x10_ _� _i I C #40REBAR@12"D.C�HORIZM&VERT ING " 2 1" F5 W/(3)#S LONG E(1)#5 TRANSVERSE D CONCRETE I@24"O.0 t NG �� O z 2x6 a #40 DOWEL TO FOOTING @ 24"O.C. a A I . 3 82 7'-8" = "' 1X8 R.S. CEDAR CHANNEL GROOVE 4x10_ 51_ . 4x10 314"COX PLYWOOD SHEATHING 2 I r— 2 —�. "TYVEC" HOUSE WRAP ro MINERAL WOOL INSULATION }v I IN 1 I 3/4"X8"SHIP LAP No 2 PINE- PLANED NOT SANDED J - 4x10 _�J to rO FIRESTOP AS PER CODE ~ II x1 —BAT-}iik00 N -A 3/4X8 SHIPLAP No. 2 PI E-PLA ONO SANDE 2X4 @ 16"O.C. X (2)2X4 TOP PLATE AND SOLE FIRESTOP AS PER CODE _ 4 0 3/4X8 1 SHIPLAP No.2 PINE-PL . N I 4xt� i PINE-PLANED NOT SANDED PATIO N 'I - _ 'r; I -„"'-, ZX6 @ 16"O.C. ( )2X6 TOP PLATE AND SOLE 122 I AVJ FIRESTOP AS PER CODE FAST Y+33.50 n GALS•RY 9�\0 1X8 R.S. CHANNEL GROOVE CEDAR r - 4x10 '9 I75 1- ATHR nX44 4x10 / 3/4"CDX PLYWOOD SHEATHING ©D 121 � (2)2X6 TOPLATE AND SOLE SPA ;� �,{� / _� FIRESTOP AS PER CODE EX` +32.25' /\ 4x10D L T SOX 4x10 �, - / HOT' ; ,5d// , 4- +/� \ � .J° 2 ?• / WATER T, K � A +33.5 / \ — i +33.50' MORNING �J 9\ DECK _ \\/1 � `e. o /'/� DOWN `o\\ /' \ \ \ +30.00' \\5"1, 1. co+&, / - / .b'I' \/ / / i\ry ^ p \\�'l\C' BHDROOi `5 / . O ♦ \ 1 \ LAI- 15'-5' \ BEDROOM 3- - — 5_s'— - - - _ - - - - - \S / , iv \\ //� \R+/p �` IIS / �� +,O / / 90 ,// � � \ ®. \ \ . a"' 15_5° nFrrc _ 'i WARNING: / +37.00 / \j \ \ / B FAM LI' \I/ G B \ /\ L y— _ — _ — — _ — — — _ it is a violation of the law for any person,unless acting under the direct supervision of / �`+ "• / ROOM \ m 2 / DINING \ I a licensed architect,to alter any item in any way beating the seal of an architect. If an O „ 2 \ - \ ` •' \ \ / / +: O 1; alteration is made,the altering azdutect shall affix to his item the seal and the notation l06 / \V a4 ROOM IN A v+ - f >, ." O v: "Altered by:"followed by his signature,the date of such alteration,and a specific .-�N 2 2X12 ❑� + / sr \ / ':o \ N\ y g P _ ,n D J �, 4 ,o \+/ , 1 107 +� / \� \ description of the alteration. x Ba�rxSooms Y I �+ 1 D �+ / \ s•. ,0 1 POST DOWN 1 0l of of 0 t25 O \'r+o z \ /+,c/ B . I . 'h &, tv i J \ / / O \ o BATxaoOnlz \ \1 FROM HIP t}5' try+`O y.� ;";�ty`o X55 I I ) til Ira Haspel N a ry 2 2 9 / '. r o } /\ Fo. 2 52 .W .,a Io to to x X x x - - /6 .arY Ix bjh \ / . k o N I q/ \ \ a\ Y POST Do x x N IC �m / "/J� 9h \ 1 ROM HIP 0 4 0 1 9 la is i Architect, P. C. M N' BE ODDS G 10x12 — — . s ry 2xl NORTH E 2) 2xC \/ \ \ / ' +- 6 6x10 .i \ / PLYWOO ` PLYWOOD A x 'na-t II - — — — ACH SIDE o N K SOUTH .N- ra (/91 126 E bIAIN STREET 1 v T R I ' — - - - - - - - - - - - - - - — — 8x1 Z N - 8x12 H DEGALLERY —N 0 BeDROor t 2 `� - BAY SHORE,NEW YORK 11706 ELEV= +34 ` v -< E C i 1 — I 1 x12 •{ —� "� x 1 2 2�6 _ l - (VERI� ` ©51 T- T'EL. 631.665.7525 - FAX: 631.665.7595 \ 'b PRIOR\TO FOUNDATI / Y �\ 2 110 v 5, 6 3 111 14 82 - +30.0 ' Copyright cn 2001wIrnrH spel All Rights Reserved. 6 3 , 1,. ° +� PRIORN OCONSTRU FOUARCHtiECi 7. 2 r ? 11 s / r\ w / ° 2 52" 2 52 \ +� T \� rn 5- - -- T13 +s\oC X °i I x I x +37 00 I x N a ATHROOMO C — T POST DOIIO'�J / O FROM _ ` _ N A Lux 1� 1 S� � +/� OrY+ ` p+'•° . �' +/p O N+ r/�s r ' P 1 \ \ \ \/Y, / DEN , .I - .,_,.._ " "'- _ \ \ �� a•, 105 V / +/ 104• i � �, _ - - - C� , \ - - - - — J tit 0 — — 15._5.. ; / o � . / ° / I srovE� Fv Nr <' \\ �}^ . \ nlee,":me„nd 1"enan. A BEDROOM . +\ +/ ` / 2 COHEN RESIDENCE / N O x BEDROOM] J \ IR SK O. / 108 / ys \ A \ \ \ / \ �2� a4.5s ° " nT10 / \/ \ +N Q \ Garden House s+/2 - / POS Dow Y / '`� 6+� /' '9,2. / ®o . / / `� 63875 County Road 48 (North Road) \ 2 x+/ .. // �'° +33.50' \\ FROM " u� .' l`71 / se`s,. \\ .i'� / Southold, New York \(/Q�\) \\OC \ 1'` P ,// �. CONSTRUCTIONDOCUMENTDATE \\>� 2 /�. \ `�( / /' / `C. +\O V+ •OC / V j/ / IiBVLSION3 12/22/00D X12 R / \ /// / 1 Denim Derrelo .mens °. %� 2 Desi Revsw 01/09/al \ 2+ / / // / 3 C.rm.c¢on D., m.. ,-Piores,Set 03/10/01 `Y / 4 Can,V.Ldon Documents-Pro essset 08/17/01 /Q, \ H /, 6',�, / `p , / 5 Cfeamct,..Documents-Complete 09/05/01 `p: 1 ti G Consuuouoaocumcnt Set- \ ��•_ / � \ h � A / O Revi,ed 09/14/01 \>, �o• / 5 RAGE O N - \ D / \w C.nsmw.a Docmne.t Set-Huislui De I.Su6.van 10/16/0] \6./ S Cnnsaucnan Document Ser P ogress Sec `C � ;r. ,6, / `6•• x 11/02/01 \ Bj„ / / A •m \ `O,\ f' ,p / 9 Cnvsmucvon Docvme¢t$et Aevrsed mindude 6asemem 11/30/01 EN Y M,in \ S\ t �� J h / lU Constmcuon Document Set Rernsmn to Fovnda¢on&Fust Floov Plws /2/14/01 AO R \ / ,� h \� // it Cnostncunn llocomcnt Se[ Teams Coun Fence S¢6¢usuan 01/10/02 D tser LI van../wmd..v&D., Re"l.w 01/18/02 \ y Fog s l r 1 A tp \ 13 Site IDav P r5 6mi@ c T s CourtFevca&Eagms / / '•t / 6 Ol/..9/02 ✓ �/ , 2 -+y 9 A ` � ���U' \ / 14 Cmeu o i D c nor. EI n /Ar•ndno,&Dnoi Revieio 2/08/02 1\\�j \ +32.25' ` t ... u t -i / 1, 7'-22" --� LAU j2Y \ 1G Cons¢ evon Documnts Complem Sa Revisions p/20 Op EXE "9 OOM1 1 52 1 130 \ \� P C.ns¢ucti.n Documems-Strucv¢al ChavgesQPust fln.rovex UtWry Storage 3/1/02 \ 102 / 10 Covsr_uction Documents-Stmcnmal R.,. 03/05/02 19 Consmu<von D.cvmcnw-F¢sc Rao,Plvr Rcvisi.ns 03/13/02 I Iii (3) '2x12 OST DOWN `� - FROM HIP • \ / \ / `T \ Y Line of Side Yard Setback E E y Dmn+ng tide FIRST FLOOR PLAN °_3,: 70,_3,: Floor Plan 0°`timer SCALE: 1/4" = V-0" b 20'_8" e 5285 Gross Square Footage +3p' r>x.tip nn ZOOO-40-1-2.1 Ph�.c Construction Documents seal 'SB' @C�, dnm br lob Na: �l ? M p , I` r r' n I:y Q,�' �6, Q.\` �I 108300-B 'R 2 1 2002 i� J C - �)� Refer m Rev. II� A; dowing m.: aat �� Al - 1 20 OZ COPPER FLASHING 36" WIDE 'GAF"WEATHER WATCH' UNDERLAYMENT (TYP) OPEN VALLEY 20 OZ COPPER FLASHING 36" WIDE 'GAF' WEATHER WATCH' O UNDERLAYMENT (TYP) TYPICAL ROOF CONSTRUCTION - 18" RED CEDAR PERFECTIONS W/ 5" TO THE WEATHER - 5/4 X 3 STRUCE STRAPPING - 2X6 DOUG FIR @ 16" O.C. - 3" RIGID INSULATION W1 AIRSPACE & REINF. VAPOR BARRIER ---------- _ _____ - 36" WEATHER GUARD @ ALL ROOF EDGES & VALLEYS - 20 OZ. L.C.C. ROOF EDGE WI DRIP EDGE @ ALL ROOF EDGES - SOLID STRAPPING @ ROOF EDGES & VALLEYS FOR 18- - 20 OZ. EXPOSED L.C.C. VALLEY FOR 12" EACH WAY, 4" EXPOSED EACH WAY TYPICAL EXTERIOR WALL CONSTRUCTION: - 1X8 R.S. CHANNEL GROOVE CEDAR - 3/4" CDX PLYWOOD SHEATHING - "TYVEK" HOUSE WRAP - 2X6 STUDS @ 16" O.C. O O - MINERAL WOOL INSULATION - 3/4X8 SHIP LAP NO. 2 PINE-PLANED __ - FIRESTOPASPERCODE L LJ]— P --- --- 4\ DRIP CAP FLASHING (TYP) TRIM AS SELECTED BY ARCHITECT (TYP) FIRST FLOOR F.F. ELEV. + 34.0' �ERIFY W/ ARCHITECT PRIOR TO L_ _2, -_ - - - - FOUNDATION CONSTRUCTION) I �- c t mI I STONE BASE TO 12" BELOW FINISHED GRADE 1-i ri L, L� L - - - - _ — _ - - - — - - _ —_ - - - - _ _I- - - - - - - - - - - - - - - - - - - - - - - - - - - - J- - - _- -1_ _- - - - - L - - - - - - - - _ _ _ -T - - - J ' LINE OF FOUNDATION WALL AND FOOTING BEYOND UTILITY /� STORAGE SLAB ELEV. + 25.0' (VERIFY W/ARCHITECT PRIOR TO I FOUNDATION CONSTRUCTION) L —_ - - - - - _ J— _ - - _ — - - -J WEST ELEVATION SCALE: 1/4" = T-0" - WARNING: It is a violation of the law for any person,unless acting under the direct supervision of a licensed architect,to alter any item in any way bearing the seal of an architect. If an alteration is made,the altering architect shall affix to his item the seal and the notation "Altered by:" followed by his signature,the date of such alteration,and a specific description of the alteration. Ira Haspel Architect, P. C. 20 OZ COPPER FLASHING 126 E MAIN STREET 36" WIDE 'GAF"WEATHER WATCH' BAY SHORE,NEW YORK 11706 UNDERLAYMENT (TYP) TEL: 631.665.7525 - FAX: 631.665.7595 wwwdrahaspel.com OPEN VALLEY 20 OZ COPPER FLASHING O Copyright ®2001IxaHaspelAllRghsReserved. TYPICAL ROOF CONSTRUCTION 36" WIDE 'GAF"WEATHER WATCH' - 18" RED CEDAR PERFECTIONS W/5" TO THE WEATHER UNDERLAYMENT (TYP) - 5/4 X 3 STRUCE STRAPPING - 2X6 DOUG FIR @ 16" O.C. - 3" RIGID INSULATION W/AIRSPACE & REINF. VAPOR BARRIER - 36" WEATHER GUARD @ ALL ROOF EDGES & VALLEYS \ \ O - 20 OZ. L.C.C. ROOF EDGE W/ DRIP EDGE @ ALL ROOF EDGES L - SOLID STRAPPING @ ROOF EDGES & VALLEYS FOR 18" - 20 OZ. EXPOSED L.C.C. VALLEY FOR 12" EACH WAY, 4" EXPOSED EACH WAY 2 12 TYPICAL EXTERIOR WALL CONSTRUCTION: C 5 - 1X10 R.S. CHANNEL GROOVE CEDAR - 3/4" CDX PLYWOOD SHEATHING COHEN RESIDENCE - "TYVEK" HOUSE WRAP '" - zx6 sruos @ 1s° O.C. � Garden House - MINERAL WOOL INSULATION O O 63875 County Road 48 (North Road) - 3/4X8 SHIP LAP NO. 2 PINE-PLANED -- — — — — Southold, New YOYli - FIRESTOP AS PER CODE -------- ---- -- -- ---- 0 0 ------ CONSTRUCTION DOCUMENT DAT$. F O # REVISIONS DATE 2 Dcsi Reviews ip ment 01/09 001 DRIP CAP FLASHING (TYP) 3 Cansticdoa Documents-Pro ss Set 08/10/01 4 Consumed..Daoumems-Prowess Set 081701 TRIM AS SELECTED BY ARCHITECT (TYP) 5 Cmfm,,,wnDocucaus-c"m let 09/05/01 6 Consmction Document Set-Revised 9/14/01 FIRST FLOOR F.F. ELEV. + 34.0' ` , `- "- "- "- "- - "" ""_ ."i "_ _ "" "" "" "" "- "- "" -�-1—'. Coast ctiov Document Set-Budd:a Dept Submission 100/16/01 p I �, 7 /��R FY W/ARCHITECT PRIOR TO ' �� a cansnnman Dacnmmt set-Prag,ess set a/az/o1 \" 9 Construction Document Set-Revised tomdudc hasement 11/30/01 FOUNDATION CONSTRUCTION) I I I I 10 Construceonnoc"mentSet-Rer{"nnWFn.&don&R.,RnnrPI.. 12/14/01 I I I 11 Covstumon Document Sa- Te11m6 CnR[t Fence$nbR11G6tnn 01/10/02 12 Censtucdon Document Set-Etevntion/Wivdow&Dao,Review 01/18/02 I I I I I I I I I I 13 Si.Plan-PomtSubmisuov for Tamil Court Fence&Ligbo 01/29/02 o I 1 14 Con6ttuctim Documents-Complett Window&Dvvr Aemew 2/08/02 _ � � I I t' � I � 15 Coodruction Dor°mevts-Complete SetAmeions 2/1502 STONE BASE TO 12" BELOW FINISHED GRADE - - - - - - - - - - - - - - - - - - - - - - -� _ _ - - - - - - - - - - - - - - - - - -L - - - - — — — — — — — — — — — — — - - - - - - -- -iJ - - - - - - - - - - - - - - -- - - - - - - - - L _L - - - - - - - - - - - - - - - - - - - - - -L - - - _ — L _ _ _ - - -1 16 Cms=ctionDocumem,CompletesctRrnuoos 2/20/02 LINE OF FOUNDATION WALL AND FOOTING BEYOND 17 const ceonn« men stun cn.ng sQFsss,Gnoro ,ud rysmrage 3 1/oz 18 Constucvon Documents-Svuctutal Revisions 03/05/02 BASEMENT SLAB ELEV. + 25.0' O(VERIFY W/ARCHITECT PRIOR TO FOUNDATION CONSTRUCTION) NORTH ELEVATION SCALE: 1/4' = 1'-0" nmvmg dd" Elevations CONTRACTOR NOTE: Tss map m.: WINDOWS TO BE SET A 1000-40-1-21 TYPE "A" = 8'-0" A.F.F. (top of unit) TYPE "B,C,F,J" = FLUSH W/TOP OF DOORS "A,B,C,D" Pie Construct on Documents *(except as noted on elevations for type "C") snot dnwn bp. Job No: R6DA _ - opo um TYPE TYPE ""K"H 25'-6" A.F.F. (top of unit) of unit) G �� „ e its 6, MJI 10e300-s * TYPE "L,M" = 18'-0" A.F.F. (top of unit) Refer to Rev. ode Btete�� A2- 1 20 OZ COPPER FLASHING 36" WIDE 'GAF' WEATHER WATCH' UNDERLAYMENT (TYP) OPEN VALLEY 20 OZ COPPER FLASHING 36" WIDE 'GAF"WEATHER WATCH' O UNDERLAYMENT (TYP) TYPICAL ROOF CONSTRUCTION - 18" RED CEDAR PERFECTIONS W/5" TO THE WEATHER _ - 5/4 X 3 STRUCE STRAPPING - 2X6 DOUG FIR @ 16" O.C. - 3" RIGID INSULATION W/AIRSPACE & REINF. VAPOR BARRIER - 36" WEATHER GUARD @ ALL ROOF EDGES & VALLEYS \ — \ M _ _ - 20 OZ. L.C.C. ROOF EDGE W/ DRIP EDGE @ ALL ROOF EDGES O O / \ i O\ - SOLID STRAPPING @ ROOF EDGES & VALLEYS FOR 18" - 20 OZ. EXPOSED L.C.C. VALLEY FOR 12" EACH WAY, 4" EXPOSED EACH WAY 12 TYPICAL EXTERIOR WALL CONSTRUCTION: 5 - 1X8 R.S. CHANNEL GROOVE CEDAR - 3/4" CDX PLYWOOD SHEATHING - "TYVEW HOUSE WRAP �\ - 2X6 STUDS @ 16" O.C. - MINERAL WOOL INSULATION O �� O - 3/4X6 SHIP LAP NO. 2 PINE-PLANED - FIRESTOPASPERCODE EE DRIP CAP FLASHING (TYP) f TRIM AS SELECTED BY ARCHITECT (TYP) toto 3 - - — - - 0 rM FIRST FLOOR F.F. ELEV. + 34.0' - (VERIFY W/ ARCHITECT PRIOR TO 11 11 F 11 11 I � 1 FOUNDATION CONSTRUCTION) STONE BASE T012" BELOW FINISHED GRADE r __ _ _ _ _ _ _ _ _ _ _ __ _ _ __ - - - _ - - _ _ -- - - - - - - - r _ L - -- - - - - -- - - - - - - - - - - -� —� - - - - - - -L - — — - - - - - - - -j - - - - - -- - _ _ _ _ _ _ _ _ _ _ _ __ _ _ J LINE OF FOUNDATION WALL AND FOOTING BEYOND 1 r —771 BASEMENT SLAB ELEV. + 25.0' F_ — (VERIFY W/ARCHITECT PRIOR TO r — J FOUNDATION CONSTRUCTION) - - - - - - - - - — J EAST ELEVATION SCALE: 1/4" = 1'-0" WARNING: It is a violation of the Jaw for any person,unless acting trader the direct supervision of a licensed architect,to alter any item in any way bearing the seal of an architect. If an alteration is made,the altering architect shall affix to his item the seal and the notation "Altered by:" followed by his signature,the date of such alteration,and a specific description of the alteration. 20 OZ COPPER FLASHING Ira Haspel 36" WIDE 'GAF' WEATHER WATCH' ' I P. C.UNDERL VALLEY 20 OZ C Architect, P OPEN VALLEY 20 OZ COPPER FLASHING 36" WIDE 'GAF' WEATHER WATCH' UNDERLAYMENTTYP 126 E MAIN STRFET K / \ / \ ( ) BAY SHO,NEW YORK 11706 TEL: 631.665.7525 - FAX: 631.665.7595 .irahaspel.com TYPICAL ROOF CONSTRUCTION Copyright ®20 - 18" RED CEDAR PERFECTIONS W/ 5" TO THE WEATHER wnw - 5/4 X 3 STRUCE STRAPPING 01 Ira Haspel All Rights Reserved. - 2X6 DOUG FIR @ 16" O.C. - 3" RIGID INSULATION W/AIRSPACE & REINF. VAPOR BARRIER - 36" WEATHER GUARD @ ALL ROOF EDGES & VALLEYS - - 20 OZ. L.C.C. ROOF EDGE W/ DRIP EDGE @ ALL ROOF EDGES L - SOLID STRAPPING @ ROOF EDGES &VALLEYS FOR 18" - 20 OZ. EXPOSED L.C.C. VALLEY FOR 12" EACH WAY, 4" EXPOSED EACH WAY 12 TYPICAL EXTERIOR WALL CONSTRUCTION: 5 i - 1X8 R.S. CHANNEL GROOVE CEDAR - 3/4" CDX PLYWOOD SHEATHING �. - 2 2X6 X6 ST " HOUSE WRAP O P�l � COHEN RESIDENCE - STUDS @ 16" D.C. O O Garden House - MINERAL WOOL INSULATION - 3/4X8 SHIP LAP NO. COD NE-PLANED o _ _ _ _ _ _ _ _ O _ _ _ 63875 County Road 48 (North Road) FIRESTOP AS PER CODE ° ° Southold, New York r � 3 CONSTRUCTION DOCUMENT DATE DRIP CAP FLASHING (TYP) ° a REEv1sloNs DATE h 1 Desi Devrla mrnt 12/22/00 TRIM AS SELECTED BY ARCHITECT (TYP) -ro' z De ' Rmew m/09/m Q _ - - - - - 3 Construction Documents-Pro se Set 08/10 01 FIRST FLOOR F.F. ELEV. + 34.0 - - - _ _ _ _ _ _ 4 Cnnem "n Do mrnts-Po eseset os 17 01 .113 4(VERIFY W/ARCHITECT PRIOR TO h - - 5 ennsu Sm Dor men -cora fete o9/0s/m _ _ - - fi Covsvucnon Document Set-Renis<d 09 14/01 I)e t Submission 0 16/01 FOUNDATION CONSTRUCTION) B ConsttucdonDocummtSet-Progress Set 11/o2/at 7 Constuctivn Dacummt Set-Bti 9 Consvucdon Documeo[Set-Revisrdmmdudeb"semevt 11/30/01 I 10 Conenvcu0n Dr..Set-Revision to Foundaann St First Floor PLvs 12/14/01 p - - - - 1 11 C.ratnttion Document Set-Tavie Cuute Fence Subrmssiov 01/10/02 bs „ CoostmcOon DocumentSa-ElaatiOo Window B:Dov[Rcview STONE BASET012 BELOW FINISHED GRADE L -- - - - - - - -- - - - - - - - - - 12 01/18/023 SiePly-PamtSuhm 0vfo[TermsCOttFeoce@Lgb 01/z9/02 - - - - - - - - - - - - -- - - -- - - - - - - - - -- - - - - - - -- - - - - - - - - - - - - - - - - 14 COnstmedon Donuneva-Elevauvv/Wmdaw d[Doo[Aeview 2/08/02 15 CovstmctiOn Documents-COmplen:Set Aevuiom 2/1502 LINE OF FOUNDATION WALL AND FOOTING BEYOND fi Covnm ti"vDacumevts-CompleteSetRevisiays 2/20/02 17 BASEMENT SLAB ELEV. + 25.0'��,, Cvostmction Docu,,r."-Suucnuxl Changes @ Fust 00o[ova ntihtySmtage 3/1/02 18 ennarenetionnne„ment�-st[nanrmxa;ynnr (VERIFY W/ACH RITECT PRIOR TO 03/05/02 FOUNDATION CONSTRUCTION) SOUTH ELEVATION SCALE: 1/4" = 1'-0" nnwl"x nu<: CONTRACTOR NOTE: EleVat10ri5 WINDOWS TO BE SET AS FOLLOWS: TYPE "A" = 8'-0" A.F.F. (top of unit) T' =pm.. TYPE "B,C,F,J" = FLUSH W/ TOP OF DOORS "A,B,C,D" 1000-40-1-21 *(except as noted on elevations for type "C") TYPE "D,E" = 13'-0" A.F.F. (top of unit) Ph. .. TYPE "G,H,I,N" = 2'-0"A.F.F. (bottom of unit) Construction Documents TYPE "K' = 25'-6" A.F.F. (top of unit) TYPE "L,M" = 18'-0" A.F.F. (top of unit) sealV E.D°ko �" 6Y jab Na: 108300-B * tF I Refer to Rev. r� A2-2 �re4e fitw�ot TYPICAL ROOF CONSTRUCTION -18 RED CEDAR PERFEG I 5RS­W15"TO THE WEATHER -5/4X3 STRUCE STRAPPING -2X6 DOUG FIR @ 16"O.C. -3"RIGID INSULATION W/AIRSPACE&REINIF.VAPOR BARRIER -36"WEATHER GUARD @ ALL ROOF EDGES&VALLEYS _ -20 OZ.L.C.C.ROOF EDGE W/-DRIP EDGE @ ALL ROOF EDGES -SOLID STRAPPING @ ROOF EDGES&VALLEYS FOR 18" -20 OZ.EXPOSED L.C.C.VALLEY FOR 12'EACH WAY,4"EXPOSED EACH WAY TYPICAL EXTERIOR WALL CONSTRUCTION: -1X0 RS CHANNEL GROOVE CEDAR -3/4'CDX PLYWOOD SHEATHING "TYVEK"HOUSE WRAP -2X6 STUDS @ 16"O.C. -MINERAL WOOL INSULATION -314XB SHIP LAP NO.2 PINE-PLANED 12 -FIRESTOP AS PER CODE — B 12 5� -6 �4 0 FI� RST FLOOR F.F. ELEV. + 34.0' EXISTING GRADE •. •• . . Y . . ... ... L — — — — — — — — — — — — — — — — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — — — — — — — — — — — TYPICAL FOUNDATION WALL CONSTRUCTION: TYPICAL FLOOR CONSTRUCTION- , 12"CONCRETE WALL W/STONE FACING TO 3/4"HARDWOOD FLOORING 1'-0"BELOW FINISHED GRADE 4"CONCRETE SLAB WITH RADIANT HEAT 24"x12"Dp.P.C.FOOTING GYP-CRETE WITHIN SLAB 2x6 CCA SILL PLATE 2"RIGID INSULATION UNDER ENTIRE SILL SEALER SLAB WITH REFLECTIVE TOP SURFACE TERMITE SHIELD 8 MIL V.B. MEMBRANE WATERPROOFING 4"GRAVEL 112"ANCHOR BOLTS @ 4'-0"O.C.MAX SECTION IAL (Family, Dining & Den View) SCALE: 1/4" = 1'-0" WARNING: It is a violation of the law for any person,unless acting under the duect supervision of a licensed architect,to alter any item in any way bearing the seal of an architect If an alteration is made,the altering architect shall affix to his item the seal and the notation "Altered by:" followed by his signature,the date of such alteration,and a specific description of the alteration Ira Haspel Architect, P. C. 126 E MAIN STREET TYPICAL ROOF CONSTRUCTION BAY SHORE,NEW YORK 11706 18"RED CEDAR PERFECTIONS TTO THE WEATHER TEL: 631.665.7525 - FAX: 631.665.7595 -5/4 X 3 STRUCE STRAPPING wwwimhaspd.com -2XB DOUG FIR @ 16"O.0 Copyright c 2001 Ira Haspel All Rights Reserved. -3"RIGID INSULATION W1 AIRSPACE&REINF.VAPOR BARRIER -36"WEATHER GUARD @ ALL ROOF EDGES&VALLEYS .20 OZ.L.C.C.ROOF EDGE W/DRIP EDGE @ ALL ROOF EDGES SOLID STRAPPING @ ROOF EDGES&VALLEYS FOR 18" =20 OZ. EXPOSED L.C.C,VALLEY FOR 12"EACH WAY,4 EXPOSED EACH WAY - TYPICAL EXTERIOR WALL CONSTRUCTION: -1X8 R.S.CHANNEL GROOVE CEDAR -314"COX PLYWOOD SHEATHING -'TYVEK"HOUSE WRAP 2X8 STUDS @ 16"D.C. 12 -MINERAL WOOL INSULATION -3/4X8 SHIP LAP NO.2PINE-PLANED 6 -FIRESTOP AS PER CODE �� Pmleamme end locadom 11 COHEN RESIDENCE 12 12 Garden House B� �5 63875 County Road 48 (North Road) 2'-E' Southold, New York l \ I \ I \ l \ CONSTRUCTION DOCUMENT DATE REVISIONS DATE 1 1 Devp e,d mDent 12/22/00 2 Design Review 01/09/01 3 Consaactton Documents-Pro ess Set 08/10/01 4 Construction Documents.Progress Sec 0917/01 ., 5 Construction Documents-Com tete 09/05/01 6 Comanoction Document Set Revised 09/14/01 J \ 7 Conslmetion Document Set Budding DeptSubtr ssion 10/16/01 \ /OY B Construction Document set-Ptvessset 11/02/01 9 Canstmttio¢Dacumen[Set Aemued to include hasuncvt 11//30/01/01 p i 10 Constmcuon D.cument Set-Revision m Foundation&First Moot Pims 12/14/01 Y' It Coaetonnw.Daeument Set Tena,Count Fence Suboven.n 01/10/02 12 Construction DocumentStt-Elevanon/Wivdow&DvaxRwicw 01/18/02 13 Site Plan-Permit Suhmisv¢n for Tennis Co.Fence&LgIm 01/29/02 ".! t14 Constru<non Domme.n-Elevation/Window&Door Review 2/08/02 r " _ _ _ _ FIRST FLOOR F.F. ELEV. + 34 omplete 2/15/02 IS Constmction Docutnenu-C Set Revision ...• .... .. .. e .. ... :. , .., ... . . .. .. . . . .. - , . - - - -- - - — - - - - - - - -- IG Constmmon Docummu-Camplerc Set Revisions 22002 17 Con,tmcmn Documents-Stmcturd Change @ Frtrt Ooot Duet❑dliry Smtagc 3/1/02 KITCHEN CABINET LOCATION 16 Constmction Documents-Stmctunal Revisions 03/05/02 ?:�• �,: EXISTING GRADE TYPICAL FOUNDATION WALL CONSTRUCTION: 12"CONCRETE WALL W1 STONE FACING TO TYPICAL FLOOR CONSTRUCTION: 1'-0"BELOW FINISHED GRADE 3/4"HARDWOOD FLOORING 24"x12"Dp. P.C. FOOTING 12'CONCRETE PIER 4"CONCRETE SLAB WITH RADIANT HEAD 2x8 CCA SILLP BASE @ T-0"BELOW FINISHED GRADE(MIN.) GYP-CRETE WITHIN SLAB SILL SEALER 2"RIGID INSULATION UNDER ENTIRE TERMITE SHIELD SLAB WITH REFLECTIVE TOP SURFACE MEMBRANE WATERPROOFING 8 MIL V.IB, 1/2"ANCHOR BOLTS @ 4'A"O C MAX 4"GRAVEL nrw�ng 4de Section/Interior Elevations SECTION LDI (Kitchen View) SCALE: 1/4" = V-0" T.map no.: 1000-40-1-21 Pba.� Construction Documents SP9L- , U Air dnwnby. Job No.. 108300-B 0 � SPA arc doe: IIr Refer to Rev. dnudng no.. ®.- {` A3 - 1 12 5 TYPICAL ROOF CONSTRUCTION 4 1B"RED CEDAR PERFECTIONS W/5"TO THE WEATHER TYPICAL ROOF CONSTRUCTION A41 -5/4 X 3 STRUCE STRAPPING -18"RED CEDAR PERFECTIONS W/5"TO THE WEATHER 2X8 DOUG FIR @ 16"O.C. -5/4 X 3 STRUCE STRAPPING -3"RIGID INSULATION W/AIRSPACE&REINF.VAPOR BARRIER - .2X6 DOUG FIR @ 16"O.C. -36"WEATHER GUARD @ ALL ROOF EDGES&VALLEYS -3"RIGID INSULATION W1 AIRSPACE&REINF.VAPOR BARRIER - 12 20 OZ.L.C.C. ROOF EDGE W/DRIP EDGE @ALL ROOF EDGES -38"WEATHER GUARD @ ALL ROOF EDGES&VALLEYS -SOLID STRAPPING @ ROOF EDGES&VALLEYS FOR 18" -20 OZ.L.C,C,ROOF EDGE W/DRIP EDGE @ ALL ROOF EDGES 5 -20 OZ. EXPOSED L.C.C.VALLEY FOR 12"EACH WAY,4"EXPOSED EACH WAY - - -SOLID STRAPPING @ ROOF EDGES&VALLEYS FOR 18" - -20 OZ.EXPOSED L C.C.VALLEY FOR 12"EACH WAY,4"EXPOSED EACH WAY - TYPICAL EXTERIOR WALL CONSTRUCTION: 2-6' -1X8 R.S.CHANNEL GROOVE CEDAR TYPICAL EXTERIOR WALL CONSTRUCTION: 2,-I „ -3/4"COX PLYWOOD SHEATHING -1X0 R.S.CHANNEL GROOVE CEDAR -"TYVEW HOUSE WRAP -3/4"CDX PLYWOOD SHEATHING -2X6 STUDS @ 16"O.C. q -"TYVEIC'HOUSE WRAP -MINERAL WOOL INSULATION -2X6 STUDS @ 16"O.C. -3/4X8 SHIP LAP NO.2 PINE-PLANED -MINERAL WOOL INSULATION q -FIRESTOP AS PER CODE -314XB SHIP LAP NO.2 PINE-PLANED -FIRESTOP AS PER CODE EXISTING GRADE \ EXISTINGGRADE FIRST FLOOR F.F. ELEV, + 34.0' - - - - - FIRST FLOOR F.F. ELEV. + 34.0' 1 mA3 r-•' Aa-1 'I. r _ h ' TYPICAL FLOOR CONSTRUCTION: SECTION ' I 3/4"HARDWOOD FLOORING /� TYPICAL FLOOR CONSTRUCTION: 4"CONCRETE SLAB WITH RADIANT HEAT SECTION I B21 3/4"HARDWOOD FLOORING GYP-CRETE WITHIN SLAB 4"CONCRETE SLAB WITH RADIANT HEAT SCALE: 1/4' = 1'-0" 2"RIGID INSULATION UNDER ENTIRE GYP-CRETE WITHIN SLAB SLAB WITH REFLECTIVE TOP SURFACE SCALE: 1!4" V-O" 2"RIGID INSULATION UNDER ENTIRE TYPICAL FOUNDATION WALL CONSTRUCTION: 8 MIL V.B. SLAB WITH REFLECTIVE TOP SURFACE 12"CONCRETE WALL W/STONE FACING TO TYPICAL FOUNDATION WALL CONSTRUCTION: 8 MIL V.B. V-0"BELOW FINISHED GRADE 12"CONCRETE WALL W/STONE FACING TO 24"x12"Do.P.C.FOOTING P-0"BELOW FINISHED GRADE 2x6 CCA SILL PLATE 24"x12"Dp.F,C FOOTING SILL SEALER 2x6 CCA SILL PLATE TERMITE SHIELD SILL SEALER MEMBRANE WATERPROOFING TERMITE SHIELD 1/2"ANCHOR BOLTS @ 4'-0"C.0 MAX - MEMBRANE WATERPROOFING 112"ANCHOR BOLTS @ 4'-0"O,C,MAX WARNING: It is a violation of the law for any person,unless acting under the direct supervision of a licensed architect,to alter say item m any way bearing the seal of an architect. If an alteration is made,the altering architect shall affix to hes item the seal and the notation "Altered by:"followed by his signature,the date of such alteration,and a specific description of the alteration. Ira Ila spel Architect, P. C. 126 E MAIN STREET BAY SHORE,NEW YORK 11706 TEL: 631.665.7525 - FAX:631.665.7595 www.uahaspel.com Copyright ®2001 Ira Haspel All Rights Reserved. � 1 TYPICAL ROOF CONSTRUCTION / 6 -1 B"RED CEDAR PERFECTIONS WI 5"TO THE WEATHER -5/4 X 3 STRUCE STRAPPING / A4-1 -2X6 DOUG FIR @ 16"O.C. -3"RIGID INSULATION W/AIRSPACE&REINF.VAPOR BARRIER -36"WEATHER GUARD @ ALL ROOF EDGES&VALLEYS Ole -20 OZ.L.C.C.ROOF EDGE W/DRIP EDGE @ALL ROOF EDGES -SOLID STRAPPING @ ROOF EDGES&VALLEYS FOR 18" emleao"me nwlocodon: -20 OZ.EXPOSED L.C.C.VALLEY FOR 12"EACH WAY,4"EXPOSED EACH WAY COHEN RESIDENCE Garden House B A41 63875 County Road 48 (North Road) Southold, TYPICAL YPIC LEXTERIOLWALLCOE STRU TIOS N: ` / outhold, New York 3/4COX PLYWOOD SHEATHING CONSTRUCTION DOCUMENT DATE -'TYVEK"HOUSE WRAP -2X6 STUDS @ 16"O.C. # REVISIONS DATE -MINERAL WOOL INSULATION Q 1 De' Devd me¢t .314X8 SHIP LAP NO.2 PINEPLANED m 12 22/00 2 Den Review 01/09/01 -FIRESTOP AS PER CODE 3 Construction Documents-Pro ess Set 08/10/01 4 Construction Documents-Pio ess Set 08/17/01 EXISTING GRADE 5 Construction Documents-Com lete 09/05/01 FIRST FLOOR F.F. ELEV. + 34.0' Co 7 Dmun [SBuilding Dept Submussio¢ 1 etRevised 09/14/01 �— — — — — — — — —— — — — — — — — nstruction D e¢ ocament et_ 10/16/01 Fs 8 Canstcucaon Document Set-Etagtessbct 11/02/01 -I 9 ComstmmoaDocument Set-Revised to indude basement A., -� 10 Construcdoa Document Set-Revision to Fouadown&FLst FI-01 Plma 12/4/611 11 C.mmuctwa Document Set-Tea.Count Fence Subnusstoo 01/10/02 �{' 'tl 12 canstenumor Document Set-Elevation/Window&Dao,Review 01/0/02 TYPICAL FLOOR CONSTRUCTION: 13 Site Pim-Permie Submisuav(a Terms Comt Fence&Li bar 01/29/02 3/2"HAROWO SHEATHING 'I• 9 14 comcmcuon Documents-Elevation/Wmdow&Door Review 2/08/02 1/2"PLYWOOD SHEATHING 1-1/2"RADIANT HEAT GYP-CRETE 15 Conmucuon Documevu-Lump..8a Revu..0 _)_2715 02 3/,"PLYWOOD SHEATHING �� 16 Constmceoa Dommemu-Comlmset Revisions FLOOR JOISTS-REFER TO PLANS TYPICAL FLOOR CONSTRUCTION: P` 2 20 02 R-38 BATT INSULATION 3/4"HARDWOOD FLOORING 17 constmctum Documenu-Suuctmal Changes @Fust Ooor once Udliry Smtagc 3/1/02 4"CONCRETE SLAS WITH RADIANT HEAT stmctlon Documeau-Snuauttl Revisions 03/05/02 SECTION C GYP-CRETE WITHIN 2"RIGID INSULATION UN UNDER ENTIRE I SLAB WITH REFLECTIVE TOP SURFACE SCALE: 1/4" = 1'-0" 8 MIL V B TYPICAL FOUNDATION WALL CONSTRUCTION- 12-CONCRETE ONSTRUCTION:12"CONCRETE WALL W1 STONE FACING TO V-0"BELOW FINISHED GRADE 24"x12"Op.P.C.FOOTING 2x6 CCA SILL PLATE SILL SEALER TERMITE SHIELD Im MEMBRANE WATERPROOFING omm eke: V2"ANCHOR BOLTS @ 4'-0"O,C.MAX Sections Yc.rmp co: 1000-40-1-21 Phut Construction Documents seal dnwnbr Jab No.: �$psn°ke MJI 108300-H eche. due; f t Refer to Rev. 4 dm,,;o0 .2 A3 -2 �'�,��,