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HomeMy WebLinkAbout31546-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33068 THIS CERTIFIES that the building ALTERATIONS Date: 06/02/08 Location of Property: ORIENTAL AVE FISHERS ISLAND (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 9 Block 12 Lot 7.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 12, 2005 pursuant to which Building Permit No. 31546-Z dated OCTOBER 21, 2005 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 ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to 1499 ORIENTAL LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL NO. PLUMBERS CERTIFICATION DATED Rev. 1/81 N/A 2082093 10/22/07 02/09/08 GLENN GELLO Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT ' z TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1 % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Date. Old or Pre-existing Building: (check one) Location of Property: ®V I t,,�-,47LX House No. Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Ave, Street Block Hamlet i'L Lot ? ` Subdivision Filed Map. Lot: Permit No. 318 (D —Z Date of Permit. 0 2/ DS Applicant: Z+� e4A-�,4Y� Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ 2 St a O 6j 0330 (ZaGI`i3o Final Certificate: (check one) Appli t Signature 2,t 5 ��. BY THIS CERTIFICATE, OF COMPLIANCE THE 315 i NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 Upon the application of Z & S CONTR. INC. PO BOX 202 FISHERS ISLAND, NY 06390-0202, Located at ETTRICK FISHERS ISLAND, NY 06390 Application Number: 2082093 Section: Block: upon premises owned by JOHN RIEGEL ETTRICK ENTE 6390' Certificate Number: Building Permit: 2082093 BDC: ns11 Described as a Residential 1800-2399 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and .Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 22nd Day of October, 2007. Outlet Name OTY Rate Raine Circuit Type Amount Alarm and Emergency Equipment 0 Incandescent $0.00 Fixture Transfer Switch 1 0 200a $0.00 $0.00 Sensor 3 0 General Purpose Carbon Monoxide $0.00 Appliances and Accessories 0 General Purpose $0.00 Exhaust Fan 7 0 F.H.P. $0.00 Furnace 1 0 Oil $0.00 Oven 2 0 40 Amps $0.00 Dish Washer 2 0 1.2 KW $0.00 Air Conditioner 1 0 40 Amps $0.00 Air Conditioner 1 0 50 Amps $0.00 Panels 1 100 13 $0.00 1 100 14 $0.00 Wiring and Devices Outlet 82 0 Fixture $0.00 Fixture 73 0 Incandescent $0.00 Fixture 9 0 Flourescent $0.00 Outlet 180 0 General Purpose $0.00 Receptacle 120 0 General Purpose $0.00 Continued on Next Page 1 of 2 BY THIS CERTIFICATE OF COMPLIANCE THE 3 J l� NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Jpon the application of upon premises owned by Z & S CONTR. INC. PO BOX 202 FISHERS ISLAND, NY 06390-0202, JOHN RIEGEL ETTRICK ORIENTEL, NY 06390' Located at ETTRICK FISHERS ISLAND, NY 06390 Application Number: 2082093 Certificate Number: 2082093 Section: Block: Lot: Building Permit: BDC: ns11 Residential 1800-2399 square ft. Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 22nd Day of October, 2007. Name TY Rate Rating Circuit Type Amoun Switch 78 0 General Purpose $0.00 Dimmers 13 0 $0.00 Paddle Fan 5 0 $0.00 Receptacle 2 0 20a Laundry $0.00 Multi Outlet System 5 0 ft $0.00 Receptacle 14 0 GFCI $0.00 Service I Phase 3W Service Rating 400 Amperes $65.00 Service Disconnect: 2 200 cb Meters 2 of 2 Invoice Total $175.00 TEL. 765-1802 TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR P.O. BOX 728 TOWN HALL SOUTHOLD, N.Y:. 11971 sar ,�i TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR P.O. BOX 728 TOWN HALL SOUTHOLD, N.Y:. 11971 Date Building Permit No, �p Owner l y oV/'u-x4r .// (please print) Plumber (please print) I,certify that the solder used in the water supply system contains less than 2/10 of l%.lead. A�' (plumber's signature) Sworn to before me this IqL day of ebr✓wry /���g� Air 2"8. �4 Notary t Public Notary Public, /J/rw G..v{en County JUSTIN KABAT XOTANT PUBLIC MYCCMIMS MD(PMWN.80,2M2 E C E R T I F I C A T I O N Date Building Permit No, �p Owner l y oV/'u-x4r .// (please print) Plumber (please print) I,certify that the solder used in the water supply system contains less than 2/10 of l%.lead. A�' (plumber's signature) Sworn to before me this IqL day of ebr✓wry /���g� Air 2"8. �4 Notary t Public Notary Public, /J/rw G..v{en County JUSTIN KABAT XOTANT PUBLIC MYCCMIMS MD(PMWN.80,2M2 E TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �L DATE O W 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. 31546 Z Permission is hereby granted to: for Date OCTOBER 21, 20 TRUST CO WILMINGTON 1100 NORTH MARKET ST WILMINGTON DE, 19890 ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 009 pursuant to application dated OCTOBER Block 0012 FISHERS ISLAND Lot No. 007.001 12, 2005 and approved by the Building Inspector to expire on APRIL 21, 2007. Fee $ 721.80 Rev. 5/8/02 ORIGINAL Authoriz'ed Signature FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) � �y m -------------------------------------- ---------------------------------- FOUNDATION (2ND) FOUNDATION t ROUGH FRAMING & PLUMBING O rn� y � INSULATION PER N. Y. STATE ENERGY CODE r y --t FINAL fi `r• Li ADDITIONAL COMMENTS Q � • ! cf./ o z g� X U oz y °z J �d TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: 765-1802 Examined G z 20 Approved / ° 2 1 , 20 Disapproved BUILDING PERMIT APPLICATION CHECKLIS' PERMIT NO. 3. t `4 6 t - Building,Inspector 2 ' PPLICATION FOR BUILDING PERMIT Date (i� % 7 , 20015' 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 Occupant is issued by the Building Inspector. Do you have or need the following, before applying Board of Health 3 sets of Building Plans ✓ 3 Survey ✓ 3 Check ✓ Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: zi« L M"./ Z. - PC, 30X o70a /sus .%k..P Rhol re 9-X- a 390 G3/ -7F -F -7,F6-7 APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, }rousing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant r name, if a corporation) ;2e). &t aoa r;4!,e .4;4�l, aG3Ri (Mailing address of applican State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises If of corporate Builders License No. / Jo7L%7 Plumbers License No. 3yy8s Electricians License No. 5/72F Other Trade's License No. ll%�14 /Rar 44o oony As 7e—wi we– /.%a n r A"c Oer (as ori the tax roll or latest of duly authorized officer 1. Location of lando which proposed work will be done: e'�ck t 0/:C4 ✓4/ Ove House Number Street County Tax Map No. 1000 Subdivision (Name) Hamlet Section Block /,2 Lot Filed Map No. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Skle b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 7C1W.- e 4. Estimated Cost �(Description) . OO Fee (to be paid on filing this application) If dwelling, number of dwelling units 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. Dimensions of existing structures, if any: Front Rear Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Depth 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation: 13. Will lot be re -graded /VO Will excess fill be removed from premises: YES NO 14. Flames of Owner of premises, Jan Re4W Address w/ M"�vWk1w;,? be. Phone Name of Architect A/(xrr, -Ok- tTlAl a4nr/ Addresses [Jonr+r � .t?esdw wfaiPhone No 4/7--y5'/- S -7 Y4) Name of Contractor, -.A5 6.,t{iwt4. Tn-C Address 70 &K moa Phone No. 6J/ -M -73'S7 v 15. Is this property within 100 feet of a tidal wetland? *YES NO / • 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 O 0 C. being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the CW (Contractor, Agent, Corporate , 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. 011 day of 200,�- Notary P blic ROXAN',E S?AULDING NOTARY FUBLIO. ;TATE OF NEW YORK NO II I sill; 113947 GIIAI II II 11 IN :; 11111)I h COIINIY MY I:iiI Vi Iil5,1111;. ill 20ux of Applicant BUILDING PERMIT EXAMINER CHECKLIST _ DATE REVIEWED: ri: l z i /05 APPLICANT:, DATE SUBMITTED: i c; / , /OS SCTM# DISTRICT: 1,000, SECTION: `1 , BLOCK: , LOT: -, I SUBDIVISION: A)Al ADDRESS: -�;� Lj,�a . CITY: -� ZONING DISTRICT: CONFORMING?J BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N ,- BP -Z / C/0 Z- , INFO BP -Z / C/0 Z- , INFO Bp -Z / C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION -REQUIRED NOTES: LOTS 40,000SF -100-24. Lot recognition. (CREATED before June 30, 1983), UNDERSIZED LOTS FROM JAN.1997 100-25. Merger. (A nonconforming at anytime after 7/1/8. REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. ACT. LOT COV. REQ. FRONT (D PROP. FRONT RE SIDE -G/ ACT. SIDE REQ. REAR PROP. REAR—27-7 HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: f ~ ESTIMATED PROJECT COST: ? -Cnl�T T/ENGINEER: WATER FRONT? DESCRIPTION: X7PANEL # FLOOD ZONE: BULKHEAD? DISTANCE? '' APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YE o'r 0, BED #): PT PERMIT #: TOWN SEPTIC RECEIPT: Y 01�-&EPTIC CERTIFICATION: Y O NEW YORK STATE DEC: PR /75 YES or TY DTE: / / PERMIT #: SOUTHOLD TOWN TRUSTEES: YES or _ DTE. / / PERMIT #: TOWN ZONING BOARD APPROVAL: YES DTE: // PERMIT #: TOWN PLAN. BOARD APPROVAL: YES or DTE / / PERMIT #: TOWN HISTORICAL PRE (SPLIA): YES NEW YORK STATE CODE COMPLIANCE (SEE PAGE•YES )NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: i ��- SF SECOND FLOOR: o u SF OTHER: SF TOTAL: SF L( %73Z' SF)- Sj y SF)= SFX $ 7c Z. ( SF)- (SF)=. 3.( SF)- (SF)= SFX$ =$ 1NIT FEE 11 o OTHER TOTAL FEE FEE _$ `22� _$ SFX$ =$ FINAL TOTAL: NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN' CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M -H Decay: S -M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N - HEADERS: Y/N WALL STUDS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: UN EGRESS 5.7 S.F.: Y/N LIGHT 8%: UN VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N GIRDERS: Y/N ROOF RAFTERS: Y/N WIND: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) 0 APFf' -'/ED AS NOTED _ DATE:.b -Z )-�B.P. >r FEE. NOrY BU'LDING 'DEPARTMENT AT 769-1602 s AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUN ATION - TWO REQUIRED FOR -OURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBER CERTIFICA I ION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTFM CANNOT EXCEED 2 % LSO' OCCUPANCY OR USE IS UNLAWFUL COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AND CONDITIONS OF SOUTHOLD TOWN ZBA SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES N.V.S. DEC �N OF ILu�_ dE&IONS NA REQUIREDJNS f14-VfU1flCLi. r �,NG ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING `j FLOOD ZONE COMPLY WITH CHAPT "4 " FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. WITHOUT "�PTIFICATE ALLCONSTIMMI I%IAU MEET THE FIEGUMS0ITS OF THE OF OCCvj ;�;�;,1� CODES OF NEW YORK STATE, UNDERWRITERS CERTIFICATE REQUIRED k v / STONE i OeE POLE` PARKI/N/G PN�ME� /abs �� N23fi tvr i / 01 EGGS / olW o - N/F CORNELIA DALEY - 6' STOCKADE -I s D / FORMER LOT LINE IRON \ (FOUNPIPE / D) zo, i FENCE---- IRON PIPE - (NOT FOUND) 11" ROOF OVERHANG MON._f (BURIED) 1.68' STONE WALL 3'f WIDE X 3't HIGH GENERALLY ALONG PROPERTY LINE STONE DRIVEWAY POOL EQUIPMEN N/F CORNELIA DALEY FN 1510.26 W 1554,38 MON. POLE! BURIED Tt N137 \ \ o any i\ F o \ MON. \ \ (FOUND) � \ i O \ POLE 0 6' STOCKADE o I FENCE %i \ E 4 nRIVFlV4V � \ SHED GARDEN �O WELL o� vllkG� POLE #139 o1l PATO 7 \\\ STONE WALL Yd,'WIDE X 3'i HIGH NOT ONN PROPERTY LINE N/F HAY HARBOR CLUB, INC. STONE WALL 3'f WIDE X 3"t HIGH GENERALLY ALONG PROPERTY LINE SCALE 1 MAP REFERENCES 1,) PLAN MADE FOR MARGARET BOGERT; ETTRICK STREET; FISHERS ISLAND, NEW YORK; SCALE: 1"=20'; CHANDLER, PALMER & KING; NORWICH, CONN.; JUNE 1982. 2. NORWICH, CONN.; -UEC, 27, 1979; RLVISED: -JAN. 01 1982ETfLER III AT ` FISHERS PROPERTY HERSISLAND, NEW YORK;TO BSCALLE:CONVEYED 1,'E40 FF.; O CHANDLER, PALMER & KING; \THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT, 50 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, / UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO / ALTER AN ITEM IN ANY WAY. 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF \\ -�IE LAND SURVEYOR. \ 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC SURVEY TRIANGULATION STATION "PROS" \ 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP \ 1000, SECTION 009, BLOCK 12, LOT 7.1 \ 6.) TOTAL AREA = 1.09t ACRES. 7.) SITE IS LOCATED IN R-80 ZONE. CERTIFIED TO: WILMINGTON TRUST COMPANY, AS TRUSTEE AND COMMONWEALTH LAND TITLE INSURANCE COMPANY IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS OF THE NEW YORK STATE LAND ASSOCIATION. TITLE NRH 80032307 LEGEND N/F NOW OR FORMERLY pOpp�p STONE WALL ^ ^ RETAINING WALL O/W- OVERHEAD WIRES ^rflrC�pac IRON Area or PIPE COVER SHEE UNDER WALL) Ceiling 1: Flat Ceiling or Scissor Truss 2026 30.0 0.0 71 POLE 8 SITE PLAN N273 AILBERT, RIGHTER STONE WALL LL 3'} WIDE X 3'3 HIGH Z�, ALONG PROPERTY LINE ar.- N/F CORNELIA DALEY - 6' STOCKADE -I s D / FORMER LOT LINE IRON \ (FOUNPIPE / D) zo, i FENCE---- IRON PIPE - (NOT FOUND) 11" ROOF OVERHANG MON._f (BURIED) 1.68' STONE WALL 3'f WIDE X 3't HIGH GENERALLY ALONG PROPERTY LINE STONE DRIVEWAY POOL EQUIPMEN N/F CORNELIA DALEY FN 1510.26 W 1554,38 MON. POLE! BURIED Tt N137 \ \ o any i\ F o \ MON. \ \ (FOUND) � \ i O \ POLE 0 6' STOCKADE o I FENCE %i \ E 4 nRIVFlV4V � \ SHED GARDEN �O WELL o� vllkG� POLE #139 o1l PATO 7 \\\ STONE WALL Yd,'WIDE X 3'i HIGH NOT ONN PROPERTY LINE N/F HAY HARBOR CLUB, INC. STONE WALL 3'f WIDE X 3"t HIGH GENERALLY ALONG PROPERTY LINE SCALE 1 MAP REFERENCES 1,) PLAN MADE FOR MARGARET BOGERT; ETTRICK STREET; FISHERS ISLAND, NEW YORK; SCALE: 1"=20'; CHANDLER, PALMER & KING; NORWICH, CONN.; JUNE 1982. 2. NORWICH, CONN.; -UEC, 27, 1979; RLVISED: -JAN. 01 1982ETfLER III AT ` FISHERS PROPERTY HERSISLAND, NEW YORK;TO BSCALLE:CONVEYED 1,'E40 FF.; O CHANDLER, PALMER & KING; \THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT, 50 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, / UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO / ALTER AN ITEM IN ANY WAY. 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF \\ -�IE LAND SURVEYOR. \ 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC SURVEY TRIANGULATION STATION "PROS" \ 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP \ 1000, SECTION 009, BLOCK 12, LOT 7.1 \ 6.) TOTAL AREA = 1.09t ACRES. 7.) SITE IS LOCATED IN R-80 ZONE. CERTIFIED TO: WILMINGTON TRUST COMPANY, AS TRUSTEE AND COMMONWEALTH LAND TITLE INSURANCE COMPANY IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS OF THE NEW YORK STATE LAND ASSOCIATION. TITLE NRH 80032307 LEGEND N/F NOW OR FORMERLY pOpp�p STONE WALL ^ ^ RETAINING WALL O/W- OVERHEAD WIRES ^rflrC�pac Glazing Area or Dreim By: CDG COVER SHEE EaOED aaa Ceiling 1: Flat Ceiling or Scissor Truss 2026 30.0 0.0 71 Checked by. JDA 8 SITE PLAN *eon°QeFy:;; AILBERT, RIGHTER & TITTMANN LL Door 2 Solid 82 W Wall 2: Wood Frame, 16" D.C. 1771 19.0 0.0 91 Window 2: Wood Frdme.Double Pane with Low -E 250 SCALE: Floor l: All -Wood Joist/Tmss:Over Unconditioned Space 2365 e `• ARCHITECTS iINC., specifications, and other calculations submitted with the permit application. �Iqd, '.,'bo •`N�� �k '8 WINTER STREET, BOSTONMA 02108 � G OL >Z I--' .....D q4� Of o1••. TEL 617-451-5740 FAY 67-451-2309 (n N THE S1 PIE Z) O o:j 30 15 0 30 iiiiiiiia GRAPHIC SCALE IN FEET 0 ¢ o z ¢ re naO n VI M 0 N In w O o z z y w Y m 3 o ui Of en o 0 E DATE: 10/12/2003 SCALE: 1 " = 30' SHEET: 1 OF REScheek Compliance Certificate 2003 IECC REScheck Software Version 3.6 Release 2 Data filename: PA4JOB-CUR\Riegel\Reschcek.rck PROJECT TITLE: Riegel House CITY: Southold STATE: New York HDD: 5572 CONSTRUCTION TYPE: Single Family WINDOW / WALL RATIO. 0.19 DATE. 09/27/05 DATE OF PLANS: 9-26-05 PROJECT DESCRIPTION: Renovation to existing two story house. DESIGNER/CONTRACT OR: 2 & S Contractors, Inc COMPLIANCE: Passes Maximum UA = 705 Your Home UA = 673 4.5% Better Than Code (UA) Permit Number Gross Glazing Area or Cavity Cont or Door Perimeter R -Value R - Valu U -Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 2026 30.0 0.0 71 Wall 1Wood Frame, 16"D.C. 2236 110 0.0 145 Window 1: Vinyl Frame:Dcuble Pane with Low -E 482 0.340 164 Door 1: Glass 39 LL Door 2 Solid 82 W Wall 2: Wood Frame, 16" D.C. 1771 19.0 0.0 91 Window 2: Wood Frdme.Double Pane with Low -E 250 z Floor l: All -Wood Joist/Tmss:Over Unconditioned Space 2365 O COMPLIANCE STATEMENT: The proposed building design described here W ,Y > specifications, and other calculations submitted with the permit application. U Lu a o G OL >Z I--' W H- z Iz o (n N C z Z) O o:j W M W e3 o w un Z v'R~ W aOQ I W 0 LD a Z r�IE: L J 0 ¢ o z ¢ re naO n VI M 0 N In w O o z z y w Y m 3 o ui Of en o 0 E DATE: 10/12/2003 SCALE: 1 " = 30' SHEET: 1 OF REScheek Compliance Certificate 2003 IECC REScheck Software Version 3.6 Release 2 Data filename: PA4JOB-CUR\Riegel\Reschcek.rck PROJECT TITLE: Riegel House CITY: Southold STATE: New York HDD: 5572 CONSTRUCTION TYPE: Single Family WINDOW / WALL RATIO. 0.19 DATE. 09/27/05 DATE OF PLANS: 9-26-05 PROJECT DESCRIPTION: Renovation to existing two story house. DESIGNER/CONTRACT OR: 2 & S Contractors, Inc COMPLIANCE: Passes Maximum UA = 705 Your Home UA = 673 4.5% Better Than Code (UA) Permit Number Gross Glazing Area or Cavity Cont or Door Perimeter R -Value R - Valu U -Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 2026 30.0 0.0 71 Wall 1Wood Frame, 16"D.C. 2236 110 0.0 145 Window 1: Vinyl Frame:Dcuble Pane with Low -E 482 0.340 164 Door 1: Glass 39 0.340 13 Door 2 Solid 82 0.320 26 Wall 2: Wood Frame, 16" D.C. 1771 19.0 0.0 91 Window 2: Wood Frdme.Double Pane with Low -E 250 0.340 85 Floor l: All -Wood Joist/Tmss:Over Unconditioned Space 2365 30.0 0.0' 78 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.6 Release 2 (8rmerly MECcHeck) and to comply with the mandatory requirements listed in the REScheck Inspection Checklist, Date II CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA II TABLE R301l CLIMATIC AND GEOGRAPHIC SIGN CRITERIA - GRWNOI SNOW Wlntl SEISMIC DESIGN SUBJECT TO DAMAGE FROMI,a Wnler Oeslan IcavAleld undeday maul Flood coastline LOAD SPE O• E (mph) CATEGORYa Walhadng• depN b Termite' Decayd re abed hssardsh G -)". a. Weathcringmry rcquircahignershengN concmte rrgrade ofmasomy Nw neassarytosotisfy Neswctumlrequimmen6 ofthacode. ThcwaNmngcolumn MO .2 3)1. in w dIhcweaNe im. (i.1 . d' gbgibk; "'moderate" C 34. Crc") C 62, C 73, C 0. C I incd 216 Nc WaNaing Prrbobiliry Map [Figura She Dist)]. The grade y neat red aper shall he derermmcd fiom ASTM C 34, C 55, C 62, C 73, C 9q 111ll I C e b or C 652 b. Thefrrstlin,d, below rcquircdaperf [Ings thin indiatcd in Figura R403.t(D. Thejmsdmeon 0.11 fill in the host hoc depth column with Nc minimum depth of tooting below fimsh grade. c. Thejmisdicfion shall fill in this pert ofthe table with "wsy heavy;' "modcmte to heavy; "'short In mvdcmre;'rr "none to slight' m accerdmce with Figure 2301.2(6) Qcpa olmg on whether them has been a hkimy of local damage. d.Thcjmisdicrionahall fill in thispartafthctable wits"modentetrssevere;"shghtm mrderate;'or"nonetoalighf•in aaordanaw,N Figure R301 2(7)dcpend- Ing on wheNcr them hes ban o hismry of local damage. e. Tnejusisdiction shall fill in this partaf0mmble with the wind speed from the basic wind spend map[Figure 2301.2(4)] Wiindexpraurecategory shall bedet,r- mined on p site-specific basis in accmdan x with Section M01.2.1.4. C Bildtflaill, g TheJudedictirr shall fill in this part ofthe table with Ne Seismic Demgn Csmgmy determined Rrm Secuon 8301.22.1. h. Theauri.odicon shall £IAds Nis part of NetablewiNraps), datahe date(s) trcoon's envy mm the Nallonal Flood Insurance Pro gram(damofadoption ted b fihe -Is-,- Nmena for management of flood haaaN ares), (b) Nc date(s) ofthe currently effective FIRM and FBPM, or older flood hemrd map adopted by the RESIDENTIAL CODE OF NEW YORK STATE 25 SCOPE OF WORK: RENOVATION TO EXISTING HOUSE. LOCATION; SITE IS IN THE TOWN OF SOUTHOLD. COUNTY OF SUFFOLK, TAX MAP 1004 SECTION 008, BLOCK 12, LOT 7.1 SEE ATTACHED SITE PLAN. USE S OCCUPANCY CLASSIFICATION: AI, ONE -FAMILY DWELLING TYPE OF CONSTRUCTION: TYPE 5b, WOOD FRAME OWNER: JOHN L DEBBIE RIEGEL CS COVER SHEET D.1 FIRST FLOOR DEMOLITION PLAN D.2 SECOND FLOOR DEMOLITION PLAN 2.0 FOUNDATION PLAN 2.1 FIRST FLOOR PLAN 2.2 SECOND FLOOR PLAN 3.1 BUILDING ELEVATIONS 3.2 BUILDING ELEVATIONS 4,1 WALL SECTIONS 5,1 WINDOW/DOOR SCHEDULES E.1 FIRST FLOOR ELECTRICAL PLAN E.2 SECOND FLOOR ELECTRICAL PLAN 8.1 FIRST FLOOR FRAMING PLAN S.2 SECOND FLOOR FRAMING PLAN S.3 STRUCTURAL SECTION DETAILS SEP. 28, 2005 F5'1 E ^, E L I o (�Y z ]FISHERS ISI_IAND, NY CS REMOVE CHIMNEY DINNG ROOM PANTRY u� - - - - --------------- o REMOVE ALL CABTS, APPLIANCES PLUMBING FITTINGS & FIXTURES IN PANTRY, KITCHEN, & LAUNDRY. IN SMALL POWDER ROOM, REMOVE TOILET, BUT RE—USE SINK. REMOVE CONCRETE BENCHES REMOVE PORTIONS OF CONC. TERRACE AS REQ'D. FOR NEW BAY WINDOW FOUNDATIONST aTCHEN J LALMRY RAISED TERRACE E REMOVE SOFFIT— DEN REMOVE SOFFIT - -- BIG P.R OL o. D ------ REMOVE TUB &SINK RELOCATE TOILET ENTRY HALL BREAKFAST ROOM _MOVE ENTRY DOOR, ❑ ❑ 00 SIDELIGHTS & PORCH OVER SEE PROPOSED PLAN FOR EXACT LOCATION De. By. CDG FIRST FLOOR ••••�eG�g�EREA Al%t"•,� Checked bT..JDA DEMOLITION PLAN �rGpOOAcF;'' ALBERT, RIGHTER TITTMANN =•. 3,c 9�. * SCALE: 1/4' = 1-0' 5 = = ARCHITECTS INC., o ' f ry f3 C B WINTER STREET, HOSTO , MA 02108 "`"8"�p4��•• TEL 617-451-5740 FAX 7-451-2309 ems, 4ME 51 �„'•• SEP. 26, 2005 0 O DECK WALLS TO BE REMOVED IF" IEfEL FISHERS ISLAND, NY UP REMOVE TUB/SHOWER FITTINGS, REMOVE TILE AT TUB/SHOWER DJ a 4 r GUEST BEDROOM •1 REMOVE CHIMNEY & HEARTH MAKE NEW ROUGH OPENING TO ADD SECOND WINDOW CHPS BEDROOM GUEST BEDROOM #5 GUEST o OAFS X11 eATF-02M 41 BATHROOM QO GUEST Lu BATHRM, •2 REMOVE ALL PLUMBING FITTINGS & GUEST BEDROOM 43 REMOVE ST & FRAME NE GUEST BEDROOM 44 GUEST BEDROOM '12 MISSYS BEDROOM REMOVE & RELOCATE STAIRS 71 SYS MROOM "'O1jn„ nee m Er CDG SECOND FLOOR �d�p�S}ERE��BCNgF4DEMOLITION PLAN Checked byJDA >4 ;POO° ^'te�P ALBERT, RIGHTER & TITTMANN SCALE: 1/4" = 1"-0" _ ARCHITECT INC., B WINTER STREET, HOS ON, MA 02108 '•,P���Y �'^50',''••• TEL 817-451-5740 F 817-451-2309THE Sil REMOVE ALL PLUMBING FITTINGS & FIXTURES MOVE ENTRY PORCH ROOF SEP, 26, 2005 0 z STUDIO REMOVE & REPLACE ALL WINDOWS, TYP. WALLS TO BE REMOVED 11-ZIEGEL FISHERS ISLAND, NX DN. D.2 u P' e EXIST'G, CRAWL SPACE EXIST'G, CRAWL SPACE EXIST'G. FOLL BASEMENT UP CONC. ,rgarrmbrryr I 'a, �, I I -µti I I ea0A<s I I TITTMANN I *='P�Vf ARCHITECTS NEW POURED CONC. I'�` ° I UNEXCAVATED, I BLAB ABOVE FDN. WALL ON 1'8 WINTER STREET, BOSTON, CONC FTG. I ry rye. •••• . �E .• _ _ _ _ _ _ 17-451-2309 .'f.,rt„” EXIST'G, CRAWL SPACE EXIST'G. FOLL BASEMENT UP CONC. ,rgarrmbrryr Drerm By. CDG ,�e�GEg(E......tiN��fCl r,,, Checked by.JDA ea0A<s ALBERT, RIGHTER TITTMANN *='P�Vf ARCHITECTS INC., 1'8 WINTER STREET, BOSTON, MA 02108 ry rye. •••• . �E .• TEL- 617-451-5740 FAX 17-451-2309 0 n I NEW POURED CONC. FDR WALL ON 1 CONC, FTG EXISf'G. CRAWL SPACE UNEXCAVATED, ;.� BLAB ABOVE NEW POURED CONC. FDR WALL ON I I I�3 I CONC. FTG. SCALE: 1/4" = 1,-0" SEP, 26, 2005 FISHERS ISTLAND, NY 2.0 O- R, 4.1 _____________________ I B O O O ]L� O 8A SEAT I I BUILT-IN II DESK O ' ❑ ❑ � O _ / I I I R LIVI 5 ROOM 017 DOD FLR. IN WOOF�I I ' S NI �' -�-- WOOD FLR. i �'ir� i i c L I— D D A GIC ' D/W 4,1 ---- C SP=X p/W � HUT H I I I 04 Co KTOP, ----- VENT HOOD B O } ABOVE O C I � P WOOD FL . W/O O _ ___________ i , I O BLUE - STONE STEPS I LAND'G. � ¢ O _ ___-I v n EX'G. PROPANED TANKS O n INE wt DINING ROOM WOOD FLP. B LAMiJRY TILE FLR. D CA B O O 2A OFFICE WOOD FLR. BUILT-IN DESK 4' CONDUIT 1BASEMENT TO ATTIC FOR FUTURE 0 USE O 2-SY.. \O O �c [V 0 me,n< BE CDG ALBERT, RIGHTER TITTMANN Dneek�a bT.JDA ARCHITECTS IC., mor -B WINTER STREET, BOSTON, 02108 • TEL: 817-451-5740 FAX 617 451-2309 TV ENTRY HALL WOOD FLR. rb .1,B.2 Q D.I,D2 EMRY \ PORCH BLUESTONE WOOD FLR. e A 0 REFRIG. BELOW SCALE: 1/4" = 1'-0" 1 BLUE - STONE STEPS d LAND'G. I 1 j IIID\ 1 2 1 R.D. 3A I OI BIG P.R. TILE FLR. DEC. 3, 2004 JULY. 5, 2005 SEP. 26, 2005 �—NOTE: DURING DEMO & CONSTRUCTION. THIS DOORWAY TO BE SEALED FROM BOTH SIDES :9m POOL BATER TF OM 16 UP WALL LEGEND FEW WALL, WD STUDS P 16' O.C. EXISTING WALL RIEGEL 2,1 FISHERS ISLAND, NY a A E QM e e ia (D M G 0 BC,LESTEDROOM >tl 1 QO rq _____ _ _______ ______- _______- _- __________________ ._ CHIP"S BEDROOM --------------- NEW BATHRM. LC2 B GLEST BEDROOM x2 O _ 26 ❑ © O NC NC ❑ ______ 27 Li NC MISSYS BEDROOM k A IGUEST 20 STAIR HALL NC O M B2 3D2 NCNtC 23 ON 28 CHIPS•4' cONOUIT BATFROI BASEMENT OPEN _________TO ATIC______T0.___________ _____ O FOR FUTURE BELOW USEOEro* SEAT I.}_________(� STUDIO O L_________________7,.__NEW __ _______I O K O O O O \ M ` CEILING FRAMING EIGLEST ' OVER I I/ 1 BEDROOM r4 STAIRS NC �— GLEST n DN. WALL LEGEND NEW WALL, WD, STUDS a 16" O.C. EXISTING WALL „•r ^ Dr.. B, CDG SECOND FLOOR PLAN ISSUE DATE ,� e�6 fir rr� Checked by JDA • feo,"<ap, ALBERT, RIGHTER TITTMANN DEC. 3, 2ooa JULY, 5, 2005 �p ,�y T -y 2,2 / •�/1) SCALE: 1/4" = 1�-0` SEP, 26, 2005 o JIHLE u�. I� I�-H J L � L Ji ARCHITECTSINC., 16aFISHERS ISLAND, NX o: 4, 2 �r 8 WINTER STREET, BOSTON„ MA 02108 i.... ;Ot ` TEL 617-451-5740 FAX 67-451-2308 r4.p9Jr , m A a e F 3220 2416 A SOUTH ELEVATION 1/4'=1'-0' NEW ROOF'G. NEW ROOF'G. B1— NEW 1 NEW ROOF'G. 21 MATCH TOP OF 2ND. FLR. FIN. FLR. TOP OF IST- FLR. FIN. RR. BLUESTONE STEPS h B EAST ELEVATION LANDING 1/4%1'-0' D.e,.n By CDG EXTERIOR ELEVATIONS ISSUE DATE , cnackaa by. JDA SEP. 26, 2005 roa A<ey AI.LBERT, RIGHTER & TITTMANNRIEGEL OR SCALE: 1/4" = 1'-0" 1ARCHITECTS INC.,u RC TC'IF/�3 1 8WINTER STREET, HOHTO 1dA 02108 FISj1ERS ISJLAND, NY TET. 617-451-5740 FAX 17-451-2309 •4.nmu... 11111 III mills— re NJ IN in Ilion NEW MCCO TO B oil ILE E Pei LE MIMI La. Fell MATCH TOP OF 2ND. FLR. FIN. FLR. TOP OF IST- FLR. FIN. RR. BLUESTONE STEPS h B EAST ELEVATION LANDING 1/4%1'-0' D.e,.n By CDG EXTERIOR ELEVATIONS ISSUE DATE , cnackaa by. JDA SEP. 26, 2005 roa A<ey AI.LBERT, RIGHTER & TITTMANNRIEGEL OR SCALE: 1/4" = 1'-0" 1ARCHITECTS INC.,u RC TC'IF/�3 1 8WINTER STREET, HOHTO 1dA 02108 FISj1ERS ISJLAND, NY TET. 617-451-5740 FAX 17-451-2309 •4.nmu... v 0 A 0 NEW ROOF'G. NEW SHUTTERS. RE—USE E, OO Typ. O 282 N TOP OF 2NO. FLR. FIN. FLR. ___ II � 9 H a a 3020 NEW �______ TOP OF STUCCO TO 1ST. FLR. MATCH EX'%'G. FIN. FLR. A NORTH ELEVATION 1/4"=Y-0" NEW ROOF'G. HALL B WEST ELEVATION 1/4'_T " TOP OF 2ND. R FIN. FLI NEW STUCCO MATCH 3222 I II I POWDER ROOM I II I II I I N II I 0 II I — NEW — TOP OF STUCCO TO 1ST. FLR. MATCH EX'G. FIN. FLR. Dram Bp. CDG ALBERT RIGHTER TITTMANN cna��aa cYJDA ,w rfPG Oy , _ ARCHITECTS INC., �4�;.,pr•'t'�'o, �fig�.•�,�a�,�r �8 WINTER STREET, BOSTON,'i NA 02108 ry0r ......... 01 .• TEL. 617-451-5740 FAX 61 —451-2309 NEW ROOF'G. NO It �� CII u FOR EMSTING ENTRY PORCH, DOOR, SIDEUGHTSETC. SCALE: 1/4" = 1'-0" NEW ROOF'G. C SECTION 1/4"=1'-0" SEP, 26, 2005 RIEC]E1L FISHERS ISLAND, NY 3,2 .■I, TOP OF 2ND. R FIN. FLI NEW STUCCO MATCH 3222 I II I POWDER ROOM I II I II I I N II I 0 II I — NEW — TOP OF STUCCO TO 1ST. FLR. MATCH EX'G. FIN. FLR. Dram Bp. CDG ALBERT RIGHTER TITTMANN cna��aa cYJDA ,w rfPG Oy , _ ARCHITECTS INC., �4�;.,pr•'t'�'o, �fig�.•�,�a�,�r �8 WINTER STREET, BOSTON,'i NA 02108 ry0r ......... 01 .• TEL. 617-451-5740 FAX 61 —451-2309 NEW ROOF'G. NO It �� CII u FOR EMSTING ENTRY PORCH, DOOR, SIDEUGHTSETC. SCALE: 1/4" = 1'-0" NEW ROOF'G. C SECTION 1/4"=1'-0" SEP, 26, 2005 RIEC]E1L FISHERS ISLAND, NY 3,2 A 0 I BRACKET PROFILE FOR D BAY WINDOW @ KITCHEN FULL SCALE SILL BAND PROFILE @ E BAY WINDOWS FULL SCALE VM 4.4, BY AACITN. PvBG1U16 • IS GG ° BA FBBRi,1� BATT Neu.. —V2'= PLYWD. SEATING eMNG PAPNI E a Elie 7v'0' ____-----_____- __- W�GG ---- — :. DBLL BFW%Y B'�--.Syi CCOOW-POEN WALL NTOE WALL INWOWN.Y':' GC TO VPY, IKON EXCAVATION CRAWL SPACE e OPfiYiGN '.,B. °. EM A N MW- PACE-\" WMFOR E wvF4n. EBEO I., D.'.. By. CDG ARCp� �� Checked bp. JDA <aF, ALBERT, RIGHTER & TITTMANN W tARCHITECT INC., i ri y^ 8 WINTER STREET, BOST N, MA 02106 INE RA9E.,. TEL 617-451-5740 FAX 617-451-2309 DEPTH & Ra cmum LWNOM CRAWL SPACE�• •ri ,� cvr _CRAWL SNACE mm W� +++Si55 •`4� _�i��-• BOT. OF WILL PI I I I A—I I I I— I= WALL SECTION @ B BAY WINDOW @ KITCHEN REFER TO SHEET S,3 SCALE: VARIES SEP. 20, 2005 WW1 BOT, OF WALL WALL SECTION @ A BAY WINDOW @ TERRACE REFER TO SHEET S,3 R11EGEL 4,1 FISHERS ISLAND, NX TWO . a EMRG WALL NIO EWALL ..�� FOR PEW FTG .. AVOD DGBULNG .. NIL BELOW EMG FTG . a 'IIII=IIII=II _IIII_IIII—IIII_II_II—IIII II=III I=IIII=1 IIII,,,,IIII,,-1111,,,,1111,,,,1111, WW1 BOT, OF WALL WALL SECTION @ A BAY WINDOW @ TERRACE REFER TO SHEET S,3 R11EGEL 4,1 FISHERS ISLAND, NX 0 m m R DOOR SCHEDULE # LOCATION MANUFACTURER TYPE width height thk. NOTES HARDWARE TYPE FIRST FLOOR NC Varies --------- Existing --- --- --- NC = No Change Existing 1 Kitchen Simpson F-944 Exterior, Fir, Tempered Glass 2 —8" 6'-8" 1 3/4" A 1.A 11 Contractors choice Aluminum, Combo, Storm Screen 2'—B" 6'-9' Vfy. selection wl Arch't. B 2 LaundrySimpson F-944 Exterior, Fir, Tempered Glass 2'-8" 6'-8" 1 3/4" A 2.A 3 Rear Hall Contractor s choice Aluminum, Combo, Storm Screen Simpson F-944 Exterior, Fir, Tempered Glass 2'-8" 6'-9" 2'-8" 6'-8" 1 3/4" Vfy. selection / Arch't. B A 3.A Contractors choice Aluminum, Combo, Storm/ Screen 2'-8" 6'-9° Vfy. selection / Arch't. B 4 4.A 5 5.A Living Room Living Room Custom Exterior, Tempered Glass Custom Aluminum, Combo, Storm/ Screen Custom Exterior, Tempered Glass Custom Aluminum, Combo, Storm/ Screen 2'-8" 7'-6" 2'-8" 7'-7 2'-8" 7'-6' 2'-8" 7'-7 2' 2" 2W x 5H Lfght Charcoal fiberg 2W x SH Light Charcoal fiber g , Mahogany stiles & rails A ass screens B ,Mahogany stiles &rolls A ass screens B 6 7 8 9 Living Room Pantry Laundry Office Custom Five Cross Panel, Fir, Pocket Dr. Simpson F-55 Five Cross Panel, Fir Simpson F-55 Five Cross Panel, Fir Simpson F-55 Five Cross Panel, Fir 3'-6" ea. 7-3" 3'-0" 6'-8" 2 —0" 6 —8 3'-0' 6 —8 2" 1 3/4" 1 3 8 1 3 4 pair of doors Available through C Brosco D E F 10 Entry Hall Simpson F-55 Five Cross Panel, Fir 2'-0' 6 —8" 13T4 4" _174 E 11 12 Living Room Den Simpson F-55 Five Cross Panel, Fir Simpson F-55 Five Cross Panel, Fir, Pocket Dr. 3 —0 6__ 8 2 —0' ea. 6 —8 4 1 3 4 pair of doors F Q 13 14 Powder Room MBR Hall Existing Five Cross Panel Simpson F-55 Five Cross Panel, Fir 2'-6' 6 —8' 3'-0" 6'-8" 1 3 4 1 3/4" Re—locate Exis ing door F F 15 MBR Hall Existing Five Cross Panel 2'-6 6'-8' 1 3/4" Change Hinge Side F 16 MBR Simpson F-55 Five Cross Panel, Fir 3'-0' 6 —8" 1 3 4 F SECOND FLOOR _NC Varies --------- Existing --- --- --- NC = No Chane Existing 17 GBR #1 Clst. Existing 2 —6 6 —8 Re—locate Exis' ing door F 18 G. Bathrm. #1 Existing Five Cross Panel 2'-6" 6'-8" Re—locate Exisi ing door F 19 GBR #1 Clst. Existing Re—locate Exis, ing pair of doors F 20 Hall Closet Existing Five Cross Panel 2 —6 6'-8" Re—locate Exis ing door F 21 22 Hall Closet G. Bathrm. #2 Existing Existing Five Cross Panel Five Cross Panel 2-6" 2'-6" 6'-8 6'-8" —6'-8' Re—locate Exis�Ing Re—locate Exis' door F ing door, Change Hinge Side. F 23 GBR #4 Existing Five Cross Panel 2'-6" Re—locate Exis ing door F 24 New Bathroom Existing Five Cross Panel 2-6 6'-8" 1 Re—locate Exis ing door F 25 New Bathroom Existing Five Cross Panel 2'-6' 6'-8" Re—locate Exis' ing door F 26 GBR #2 Closet Existing Five Cross Panel 2'-6" 6'-8" Re—locate Exis ing door F 27 GBR #2 Existing Flve Crass Panelfi'-8" Re—locate Exis ing door F 28 Missys Bathroom Existing Five Cross Ponal 2-6 6'-8" Re—locate Exis ing door F MISCELLANEOUS NOTES Note: R.O. Width= 2 1/2" wider than door width. R.O. Hei ht= 6'-10" for all 6'-8" doors or as determined by Contractor. Cased Openings= hei ht of trim to match doors, typical. Refer to Interior Elevations to verif o enin h ts. All exterior doors to have oak thresholds & co er sill an flashin . HARDWARE SCHEDULE TYPE A: BALDWIN KNOB, # 5015, INTERIOR & EXTERIOR. BALDWIN 2.5" BACKSET MORTISE LOCK # 6301 KNOB FUNCTION, "ENTRANCE AND APARTMENT". BALDWIN TURNPIECE, # 6756. BALDWIN HINGES, BRASS, BALL—BEARING, FULL MORTISE, # 1041, 4" x 4", 3 PER DOOR. HINGES TO HAVE BALL FINIALS. BALDWIN BASE MTD. DOOR BUMPER # 4045. WEATHERSTRIPPING FOR DOOR # 1 TO BE CONCEALED RUBBER FLIPPER ON STOPS ® JAMBS & HEAD, AND CONCEALED RUBBER FLIPPER SET IN ROUTED METAL CHANNEL ON BOTTOM EDGE OF DOOR. TYPE B: VON MORRIS, MORTISE LATCH TRIM # 8000, "BUCKINGHAM", AND MORTISE LATCH # 9000. FINISH TO BE 605 NL (BRASS, NO LAQUER). VON MORRIS HINGES, BRASS, BALL—BEARING, FULL MORTISE, # 11-4040 BB, P x 4", 3 PER DOOR. HINGES TO HAVE BALL FINIALS, # 11-13F. PROVIDE & INSTALL CLOSER FOR STORM/SCREEN DOOR. VERIFY MODEL W/ AHCH'T. TYPE C: POCKET DOOR HARDWARE BY HAFELE: HAWA JUNIOR 80/INOX 1-800-423-3531 RECESSED SOLID BRASS FINGER PULLS, FACES & EDGE OF DOORS, BALDWIN TYPE D: SWINGING DOOR HARDWARE BY BOMMER, #7821, FINISH TO BE OIL—RUBBED BRWIZE BRASS PUSHPLATE BOTH SIDES, BALDWIN TYPE E: PASSAGE SET: BALDWIN KNOB, # 5015, & # 5017 ROSE BALDWIN HINGES, BRASS, BALL—BEARING, FULL MORTISE, # 1041, 4" x 4", 2 PR DOOR. HINGES TO HAVE BALL FINIALS. TYPE E: PRIVACY SET: INSIDE TURN PIECE # 6751, POLISHED CHROME OUTSIDE EMERGENCY RELEASE, UNLAQUERED BRASS. BALDWIN KNOB, # 5015, & # 5017 ROSE: FINISH TO BE POLISHED CHROME INSIDE BATHROOM, UNLAQUERED BRASS OUTSIDE BATHROOM BALDWIN HINGES, BRASS, BALL—BEARING, FULL MORTISE, # 1041, 4" x 4", 2 PER DOOR, HINGES TO HAVE BALL FINIALS. FINISH TO BE POLISHED CHROME TYPE F: RE—USE EXISTING HARDWARE, SWITCH HINGES IF REQUIRED y SP, -Ir 'P R MOTE ALMERT, RIGHTER & ARCHITECTS 8 WINTER STREET, BOSTON, MA TEL 617-451-5740 FAX 617—, BALDWIN HARDWARE TO BE DE—LAQUERED BRASS, E THIS FINISH IS NOT READILY AVAILABLE THROUGH LOCAL SUPPLIERS, :R BALDWIN HARDWARE FROM: PERIOD HARDWARE CHARLES ST. BOSTON, MA PHONE: 617-227-0758 TALK TO ANDY, WILL DE—LAQUER IT AND SEND IT TO YOU OR YOUR DOOR SUPPER. 3LER FOR LOCKSET TO BE SCHLAGE, KEYED AS PER OWNER'S RUCTIONS. COORDINATE W/ OWNER AND ANDY AT PERIOD HARDWARE. D� ey CDG Che.k.d by JDA N NEW SHUTTERS: MANUFACTURER: BEECH RIVER MILL STYLE: 1 OVER 1 RAISED PANEL MATERIAL: CEDAR 1 3/4" STILES 2" TOP RAIL 2 1/2" BOTTOM RAIL SIZES: MATCH EXISTING SHUTTERSFOR WIDTH & HEIGHT HARDWARE: RE—USE EXISTING MOUNTING HINGES. SCALE: R I E G ]E L FISHERS ISLAND, NX 511 s A 0 a A r FLAGPOLE \ TO 5 APPROX E LOCATION FOR I EOG.DUIT I FLAGPOLE FOR GPOLE I LGH, E TO FIAVE PHOTO -TO HUM 80 THINS SO RNS ON AUTOMATICALLY. 11 e«eW. TO EXISTING TERRACE --------7--TI---- — -----t------ ::�---r- - -- �'---t----_:_ ---== -�k---------------------I- ----- — - KITCHEN DINING ROOM OFFICE U TO LANDSCAPE ROOM (o ARCN' ••4 Dram By CDG S e�5 0 q IFOf •• Checked by. JDA ALBERT, RIGHTER & TITTMANN ARCHITECTS IrqC., Yr ••,,9�,ry ,'I'o, ,B�Z F�,? � • B WINTER STREET, BOSTON, Al 02106 y .OF OR $1AiE0,�d TEL 617-451-5740 PAX 617-451-2309 •.,till......• DEN ENTRY FIRST FLOOR ELECTRIC) & HOT AIR GRILLE PLAN SCALE: 1/4" = 1'-0" TO LANDSCAPE F t TO LANDSCAPE TO POOL LIGHTS KEYS TO ELECTRICAL & HVAC SYMBOLS © RECESSED CEILING LIGHT CEILING -MOUNTED LIGHT HANGING OR SURFACE MTOI O WALL -MOUNTED LIGHT WALL -MOUNTED PICTURE LIGHT UNDER -CABINET LIGHT EXHAUST FAN RP PICTURE LAMP OUTLET =9 DUPLEX OUTLET =0 HALF -HOT DUPLEX OUTLET =(D QUAD OUTLET `® WATER -PROOF OUTLET ® FLOOR OUTLET IN HALF HOT FLOOR OUTLET ' GROUND FAULT INTERRUPTOR ry TELEVISION OUTLET $ LIGHT SWITCH $B 3 -WAY SWITCH $D RHEOSTAT $D 3 -WAY RHEOSTAT $4 4 -WAY SWITCH PINE PHONE DECK ® HOT AIR SUPPLY ORILE IN FLOOR Elm HOT AIR SUPPLYRI LE IN WALL OR KICKSPACE ®RETURN AIR GRILL MASTER BEDROOM MASTER BAl HROOM ELECTRICAL NOTES I. ALL CEILING LIGHTS, BOTH RECESSED AND SURFACE MOUNTED, TO BE ON RHEOSTATS, 2. VERIFY LOCATIONS OF THERMOSTAT W/ ARCHITECT PRIOR TO INSTALLATION, 3 ELECTRICIAN TO REFER TO INTERIOR ELEVATIONS FOR LOCATIONS OF ALL SCONCES, OUTLETS, AND SWITCHPLATES, 4. ELECTRICIAN TO PAY PARTICULAR ATTENTION TO SEQUENCE OF SWITCHES, FOR INSTANCE, IN ENTRY HALL, THE FIRST SWITCH CLOSEST TO THE DOC' CONTROLS THE SCONCES. THE SECOND SWITCH CONTROL' THE RECESSED LIGHTS IN THE CEILINGS OF THE PASSAGEWAYS TO THE DINING ROOM, AND THE THIRD SWITCH CONTROLS THE ENTRY PORCH LIGHT, ETC. S OUTLETS TO BE INSTALLED HORIZONTALLY IN BASEBOARDS, 0 RIEUEL E21 FISHERS ISLAND, NX tvE 3 PAN I S E E DINING ROOM OFFICE U TO LANDSCAPE ROOM (o ARCN' ••4 Dram By CDG S e�5 0 q IFOf •• Checked by. JDA ALBERT, RIGHTER & TITTMANN ARCHITECTS IrqC., Yr ••,,9�,ry ,'I'o, ,B�Z F�,? � • B WINTER STREET, BOSTON, Al 02106 y .OF OR $1AiE0,�d TEL 617-451-5740 PAX 617-451-2309 •.,till......• DEN ENTRY FIRST FLOOR ELECTRIC) & HOT AIR GRILLE PLAN SCALE: 1/4" = 1'-0" TO LANDSCAPE F t TO LANDSCAPE TO POOL LIGHTS KEYS TO ELECTRICAL & HVAC SYMBOLS © RECESSED CEILING LIGHT CEILING -MOUNTED LIGHT HANGING OR SURFACE MTOI O WALL -MOUNTED LIGHT WALL -MOUNTED PICTURE LIGHT UNDER -CABINET LIGHT EXHAUST FAN RP PICTURE LAMP OUTLET =9 DUPLEX OUTLET =0 HALF -HOT DUPLEX OUTLET =(D QUAD OUTLET `® WATER -PROOF OUTLET ® FLOOR OUTLET IN HALF HOT FLOOR OUTLET ' GROUND FAULT INTERRUPTOR ry TELEVISION OUTLET $ LIGHT SWITCH $B 3 -WAY SWITCH $D RHEOSTAT $D 3 -WAY RHEOSTAT $4 4 -WAY SWITCH PINE PHONE DECK ® HOT AIR SUPPLY ORILE IN FLOOR Elm HOT AIR SUPPLYRI LE IN WALL OR KICKSPACE ®RETURN AIR GRILL MASTER BEDROOM MASTER BAl HROOM ELECTRICAL NOTES I. ALL CEILING LIGHTS, BOTH RECESSED AND SURFACE MOUNTED, TO BE ON RHEOSTATS, 2. VERIFY LOCATIONS OF THERMOSTAT W/ ARCHITECT PRIOR TO INSTALLATION, 3 ELECTRICIAN TO REFER TO INTERIOR ELEVATIONS FOR LOCATIONS OF ALL SCONCES, OUTLETS, AND SWITCHPLATES, 4. ELECTRICIAN TO PAY PARTICULAR ATTENTION TO SEQUENCE OF SWITCHES, FOR INSTANCE, IN ENTRY HALL, THE FIRST SWITCH CLOSEST TO THE DOC' CONTROLS THE SCONCES. THE SECOND SWITCH CONTROL' THE RECESSED LIGHTS IN THE CEILINGS OF THE PASSAGEWAYS TO THE DINING ROOM, AND THE THIRD SWITCH CONTROLS THE ENTRY PORCH LIGHT, ETC. S OUTLETS TO BE INSTALLED HORIZONTALLY IN BASEBOARDS, 0 RIEUEL E21 FISHERS ISLAND, NX m A w NOTE al GUEST BEDROOM All \ -- = - ------ --------- ---- ------------ L-- ---------- \ - - -------------- -------- DR O \ NEW / E � BATFIRM � I — GUEST ❑ — BEDROO 42 F E _. PL i MISSY'S DROO O E E E STAIR E LL O E a E E E E Q F __ _ _ _ _______ -------- ___ _ _ __ _ ___ GUES E 6ATHR 42TO R MISSY'S _FLOOR _ ___________ BATHRM E E Ili / \ ❑ E E A i7 E O� ® i\ GUEST BEDROOM 44 I E EST l ROOM u CB DAAc •,, Dm. By CDG SECOND FLOOR ELECTRIC �xgFCI•y Checked by.JDA moa°4 ALBERT, RIGHTER TITTMANN SCALE: 1/4" = 1'-0' ARCHITECTS INC., {/o • o, Xfig ,� B WINTER STREET, BOSTON, MA 02108 •4��nn�,...o� 0 �• TEL 617-451-5740 FAX B 7-451-2309 10l STUDIO ELECTRICAL NOTES KEYS TO ELECTRICAL SYMBOLS © RECESSED CEILING LIGHT } CEILING -MOUNTED LIGHT (HANGING OR SURFACE MTD,) ® WALL -MOUNTED LIGHT WALL -MOUNTED PICTURE LIGHT UNDER -CABINET LIGHT �F EXHAUST FAN P PICTURE LAMP OUTLET =E) DUPLEX OUTLET =e HALF -HOT DUPLEX OUTLET QUAD OUTLET WATER -PROOF OUTLET ® FLOOR OUTLET ® HALF HOT FLOOR OUTLET � GROUND FAULT INTERRUPTOR ry TELEVISION OUTLET $ LIGHT SWITCH $d 3 -WAY SWITCH $D RHEOSTAT $BD 3 -WAY RHEOSTAT $4 4 -WAY SWITCH N PHONE PHONE O SMOKE DETECTOR 14 DOOR BELL: WIRED TO 3 REMOTE SPEAKER LOCATIONS I \ CEILING FAN I. ALL CEILING LIGHTS, BOTH RECESSED AND SURFACE MOUNTED, TO BE ON RHEOSTATS, 2. VERIFY LOCATIONS OF THERMOSTAT W/ ARCHITECT PRIOR TO INSTALLATION. 3, ELECTRICIAN TO REFER TO INTERIOR ELEVATIONS FOR LOCATIONS OF ALL SCONCES, OUTLETS, AND SWITCHPLATES. 4. ELECTRICIAN TO PAY PARTICULAR ATTENTION TO SEQUENCE OF SWITCHES, FOR INSTANCE, IN ENTRY HALL, THE FIRST SWITCH CLOSEST TO THE DOOR CONTROLS THE SCONCES. THE SECOND SWITCH CONTROLS THE RECESSED LIGHTS IN THE CEILINGS OF THE PASSAGEWAYS TO THE DINING ROOM, AND THE THIRD SWITCH CONTROLS THE ENTRY PORCH LIGHT, ETC, S. OUTLETS TO BE INSTALLED HORIZONTALLY IN BASEBOARDS. IF',IEG EL ]FISHERS ISLAND, NY E2,2 0 u s Q 0 1 S2 1 S3 0 w INFILL FLOOR FOR REMOVAL OF HEARTH/ "" FIREPLACE STEEL CDL i" PLYWOOD W/2x8 AT 16"oc 7'-1 i STEEL COL 'STEEL O 2 S3 INDICATES CONC FOOTINGS BELOW IN CRAWL SPACE STEEL COL ............. ....................... Q. INDICATES EXG WALL TO BE DEMOLISHED ERG CONI TERRACE — J : .............. 4x4 POST 2 S3 INFILL FLOOR FOR REMOVAL OF HEARTH/ FIREPLACE II 6" CONC: SLAB II ON GRADE REINF W/6x6W2.Ox W2.0 WWF Ilki—:--.rJl 3 S3 FOUNDATION AND FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" ALBERT, RIGHTER & 'I ARCHITECTS INC. 58 WINTER STREET, BOSTON, MA 07 TEL 617-451-5740 FAX 817-451- D"By Jjs FOUNDATION AND FIRST Checked by: CCB FLOOR FRAMING PLAN SCALE: AS NOTED LIVE LOADS FIRST FLOOR = 40 PSF SECOND FLOOR = 30 PSF SNOW LOAD: GROUND SNOW LOAD, P9 = 45 psf FLAT ROOF SNOW LOAD, Pf = 28 psf EXPOSURE FACTOR, Ce = 0.9 IMPORTANCE FACTOR, I = 1.0 THERMAL FACTOR, Ct = 1.0 WIND LOAD: ASCE7-98 (per Code R301.2.1.1, METHOD 3) BASIC WIND SPEED (3 -SEC. GUST) =120 MPH BUILDING CATEGORY - I IMPORTANCE FACTOR, I = 1.0 WIND EXPOSURE - C INTERNAL PRESSURE COEFFICIENT, GCp1 = f0.18 SEISMIC LOADS: (ONE FAMILY DWELLING EXEMPT FROM SEISMIC PROVISIONS) DESIGN METHODOLOGY: - ENGINEERED UTILIZING ASCE 7-98 LOADINGS. GENERAL 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2002 RESIDENTIAL CODE OF THE OF NEW YORK STATE. 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS. 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS, SLEEVES SAND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. OPENINGS NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT. 4. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED UNTIL FRAMED SLABS AND SLABS ON GRADE BRACING THESE WALLS LATERALLY AGAINST EARTH PRESSURE, WIND AND OTHER LATERAL FORCES ARE IN PLACE. FOUNDATIONS 1. ALL FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL MATERIAL HAVING AN ALLOWABLE BEARING VALIUE OF 2 TONS PER SQUARE FOOT TOTAL LOAD PRESSURE. SEE GEOTECHBJICAL ENGINEERS REPORT FOR ADDITIONAL INFORMATION. NAILING SCHEDULE REINFORCED CONCRETE 1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301-95) 2. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE NORMAL WEIGHT AIR ENTRAINED WITH A 28 DAY COMPRESSIVE STRENGTH AS FOLLOWS: FOUNDATIONS 3000 PSI 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS ASTM A 615 - GRADE 60. 4. DETAIL ALL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL - 1988" SHOW ON THE PLACING DRAWINGS THE NUMBER AND LOCATION OF ALL BAR SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN POSITIONS INDICATED. 5. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE INDICATED SHALL BE: CONCRETE POURED AGAINST EARTH 3" CONCRETE POURED IN FORMS BUT EXPOSED TO EARTH OR WEATHER: a. BARS #5 AND SMALLER 1-1/2" b. BARS LARGER THAN #5 2" 6. EPDXY GROUT ADHESIVE TO BE HILTI HIT OR EQUAL. SIRUCTURAL STEEL 1. ALL STEEL BEAMS SHALL BE MINIMUM A50 GRADE WITH CONNECTIONS MADE WITH A325 BOLTS. PROPORTION CONNECTION FOR 1/2 THE UNIFORM LOAD CAPACITY OF THE BEAM. WOOD 1. ALL FRAMING LUMBER SHALL BE DRY (19% MAXIMUM MOISTURE CONTENT) DOUG—FIR. PRESSURE TREATED SOUTHERN PINE SHALL BE USED FOR GROUND CONTACT, SILL PLATES, OR EXTERIOR USE. FRAMING MEMBER GRADE 2x4 STUD STUD 2x6 STUD STUD 2x6 PLATES 2 2x8 JOISTS OR RAFTERS 2 2x10 JOISTS OR RAFTERS #2 90ksi 20d 2. ALL OPENINGS SHALL BE FRAMED WITH DOUBLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. 3. WHERE FRAMING CLIPS OR JOISTS HANGERS ARE USED, NAILING SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. 4. METAL CONNECTOR HARDWARE SHOWN ON PLANS AND DETAILS ARE SIMPSON STRONG—TIE CONNECTORS. SUBSTITUTION IS PERMITTED IF LOAD CAPACITIES AND CORROSION PROTECTION (FINISH) OF ALTERNATE IS OF EQUAL OR GREATER CAPACITY THAN COMPARABLE SIMPSON CONNECTOR. CONNECTOR FASTENING SHALL BE PER MANUFACTURER'S REQUIREMENTS, REFER TO NAILING SCHEDULE. 5. PROVIDE THE HIGHEST AVAILABLE CORROSION RESISTANCE AVAILABLE FROM MANUFACTURER FOR METAL CONNECTION HARDWARE (JOIST HANGERS, HURRICANE TIES AND STRAPS, ETC.) TYP U.N.O. MATCH NAIL OR SCREW FINISH TO CONNECTOR FINISH 6. ENGINEERED LUMBER a. ALL ENGINEERED LAMINATED VENEER LUMBER (LVL) SHALL HAVE THE FOLLOWING MINIMUM DESIGN PROPERTIES: (100% LOAD DURATION) Fb = 2600 PSI Fc 11= 2500 PSI Fc 1 = 750 PSI Fv = 285 PSI LOCATION E = 1.9 x 106 PSI 0/0 — a 1 10d NOTE 3& 4 1. NAILS FOR ATTACHING PANEL SHEATHING TO FRAMING TO BE SPACED 6"oc AT PANEL EDGES AND 12"oc ATINNTERMEDIATE SUPPORTS (FIELD NAIL) TYPICAL. 2. REDUCE NAAIL SPACING TO 4" EDGES AND 6" FIELD FOR NAILS ATTACHING ROOF SHEATHING LOCATED WITHIN AMIIINIMUM OF 48—INCHES FROM RIDGES, EAVES AND GABLES, IMPORTANT NAILING SOECDULE BASED UPON DESIGN VALUES FOR COMMON WIRE NAILS. SEE NAIL PROPERTIES TABLE BELOW. LARGER NAIL !SIZES ARE REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. SUBMIT PRODUCT DATA AND PERTINENJT EVALUATION REPORTS FOR ALL PROPOSED FASTENERS IF DIFFERENT THAN INDICATED ON DRAWINGS. WHERE METAL. FRAMING CLIPS OR JOIST HANGERS (OR SIMILAR CONNECTION HARDWARE) ARE INSTALLED, FASTER TWE„ SIZE, QUANTITY, FINISH, ETC. SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. MATCH FASTENER FINIIISH TO HARDWARE FINISH U.N.O. COMMON WIIIRE NAIL PROPERTIES WTJDIAAkYIELD STRESS 6d 1OOksi 8d 100ksi 10d 90ksi 16d 90ksi 20d 80ksi SEPT. 27, 2005 R I E G E L 0 FISHERS ISLAND, NY GNCB 1 Gibble Norden Champion Brown Consulting Engineers, Inc. 130 ELM STF POST OFFICE RO OLE) SAYEIRC CONNECTICUT 1 PHONE: 860 388 FAX: 860 388 si m I� 8 K0 I r. w a 0 s U 12 S3 4 SPLICE CONN S3 W8x28 d X aw �z r^ z CAP PL J%6%7" W/ 2-j" DIA A325 BOLTS J �03/ BASE PL j'x4"x0'-9" W/ 2-j" DIA THREADED RODS EPDXY GROUTED 6" INTO EXISTING CONC FOUNDATION 1 S3 SECOND FLOOR W8x28 OCNT AT MOMENT FRAME n 5 n CAP PL j"x6"x1'-4" W/ 0 0 N 4—f DIA A325 BOLTS ox m ox AT HSS1Ox5 COLUMNS � I m 3'-0'x10'-1 1/2"x1'-4" —� CONC FTG W/4—#5 TOP AND BOTTOM LONG DIRECTION 1 SECTION S2 1/4„ = 1,-D" 3-1 3/4"x5 1/2" LVL HEADER TYP Cx151ING BASEMENT BASE PL j"x12x1'-4" W/ 4-j" DIA ANCHOR BOLTS TO FOOTING. PLACE ON J" NON -SHRINK GROUT TYP AT HSS1Ox5 COLUMNS i --------- �i F__ _ _ -- ---_—_ — — — -- I K IIII ILI I II N 18'-9" VIF 7'-1 1/2" 1 W1,28f j I 5 S3 3' -0'x3' -0"x1'-4" CONC FTG W/3-#5 BOTTOM EA WAY EDGE OF ROOF OVERHANG �q==1==t-=--_j=====[I--====E— II II II II II F J 1 011 200 AT 16"oc NII 2-1 3/4x9 1/2 NII W8x28 p LVL FLUSH _ _ t=n 2-i 3/ x9 2 F9 oil LVL FLU H II � II II >- 1 I� ;II x'SIMPSON HU410 MAX n FACE MOUNTED JOIST HANGER TYP AT FLUSH 2—LVL CONNECTIONS I NII I I —_----1----..�—_-- 2-2X10 II HEADER II II O I III III EXG J(GISTS, II II I NJ.. II ALBERZT, RIGHTER & T ARCHITECTS INC., 58 WINTER STREET, BOSTON, MA 02'. TEL 617-451-5740 EAX 617-451—I 2'—O"x2'-0"x1'-0" CONC FTG BI`AM LVL FLU`. 4x9/2 a L F SH ;III NII x IIS 0 F III L I SN MII LVL FLU`. II c� I POST SIM - SIMPSON EPCPC44 — FF ' POST CAP AND q _�-----y- ABA44 POST BASE f N TYP L� SECOND FLOOR FRAMING PLAN SCALE: 1/4" = V—O" 1 I I I I II I I I I II I I I I L 4 2-1 3/4x9 1/2 LVL FLUSH OVERBU ROOF —� __ II 2-2x6 BEAM -- 11— 3 SIDES 2x8 RAFTERS AND 2x6 CEILING TIES AT 16"oc Drawn By. JJs SECOND FLOOR Checked by CCB FRAMING PLAN SCALE: AS NOTED 27, 2005 z 0 RIEGEL FISHERS ISLAND, NY GNCB 1 Gibble Norden Champion Brown ConsuPong Engineers, Inc. 130 ELM STREET POST OFFICE BOX 802 OLD SAYBRgOK CONNECTICUT 06475 PHONE: 860 3BB 1224 FAX: 860 388 4613 S2 4x9/2 l.. L F SH ;III NII -- MII NII ;.. 2-2X10 1- HEADER II c� I POST SIM - SIMPSON EPCPC44 — FF ' POST CAP AND q _�-----y- ABA44 POST BASE f N TYP L� SECOND FLOOR FRAMING PLAN SCALE: 1/4" = V—O" 1 I I I I II I I I I II I I I I L 4 2-1 3/4x9 1/2 LVL FLUSH OVERBU ROOF —� __ II 2-2x6 BEAM -- 11— 3 SIDES 2x8 RAFTERS AND 2x6 CEILING TIES AT 16"oc Drawn By. JJs SECOND FLOOR Checked by CCB FRAMING PLAN SCALE: AS NOTED 27, 2005 z 0 RIEGEL FISHERS ISLAND, NY GNCB 1 Gibble Norden Champion Brown ConsuPong Engineers, Inc. 130 ELM STREET POST OFFICE BOX 802 OLD SAYBRgOK CONNECTICUT 06475 PHONE: 860 3BB 1224 FAX: 860 388 4613 S2 HEADER OVER WINDOWS SEE PLAN EXG FND SE_C_TION S3 3/4" 1'-0" D SILL JCHOR BOLTS )" oc AND 1'-0" ORNERS/ENDS d� �z x` LSU28 VGER TYP ELS x2'-6" ND EPDXY 6" G WALL :ONC WALL -#5 CONT BLOCKING BOLT TO BEAM W/ J" BOLTS AT 24" TOP AND BOTTOM SIMP ON HU9 MIN SIMPSON HU9 MIN JOISTHANGER EA SIDEJOIST STAGGGERED TYP kT EXG JOISTS tSHORE GER OE ASIDE SH RE AND CUT EXG ND CUT EXG JOISTS AND HANG TO JOISTS AND HANG TO NEW STEEL BEAM W/ NEW STEEL BEAM W/ FACE MOUNTED JOIST FACE MOUNTED JOIST 4 SECTION HANGERS 5 SECTION HANGERS S3 3/4" = 1'-0" S3 3/4"= 1'-0" SEE 1/S3 FOR REMAINDER OF SECTION NOTE: COORDINATE FINISH AND STEPS W/ #4 DOWELS x2'-0" ARCHT AT 16" oc DRILL AND EPDXY 6" INITO EXG AT #4 DOWELS x1'-0" CENTER OF SLAB AT 16" oc #4 DOWELS x V-0" DRILL AND EPDXY AT 16" oc TYP 3 SIDES 6" SLAB BEAR ON 6" INTO WALL NEW WALLS 3 SIDES EXG onic rnancE m� =III; COMPACTED PILL B" CONIC WALL 0 W/1—#4 CONT TOP AND " "a 10" CONC WALL BOTTOM DOWEL TO EXG WALL AT SIDES a s a a ° 0 EXG FND -EXG FND 2 SECTION ��_8- �4- tl 2 SECTION Drnw¢ By its SECTIONS ISSUE DATE ALBERT, RIGHTER & ITTMANN Checked by CCB SEPT 27, 2005 '- ARCHITECTS INC., SCALE: AS NOTED 56 WINTER STREET, BOSTON, MA 02108 TEL 617-451-5740 FAX 617-4 1-2309 RIEGEL FISHERS ISLAND, NY GNCB 1. Glbble Norden Champion Brawn Consultlng Engineers, Inc. 130 ELM STREET POST OFFICE BOX 802 OLE3 SAYBROOK CONNECTICUT 06475 PHONE; 860 388 1224 FAX: 860 388 4613 S3 \ N 1510.26 / / W 1554.38 MON. POLE£ (BURIED S ( Di' o \ STONE �♦ f \ \ 0 E POLEZ36\ PARHVNG Of O• Wi\ E00�` OIC iJ` Wm. IRON £ \ PIPE \ \ UNDER WALL) POLE M 0 MON. 1 #273 /j (FOUND) i \ STONE WALL h _ 3'f WIDE % 3'} HIGH y / ALONG PROPERTY LINE `'q; /// / — POLE Q / \Ag FORMER i/ #238 � LOT LINE i Z 6' STOGKADE O ` STONE i FENCE �c \ j DRIVEWAY NIF IRON CORNELIA DALEY PIPE ; (FOUND) SHED .S� F' ✓G� / I � / • /� POLE p mo �„y, WELL #139 \ h i 1 *Tr'+ PI 1rra 1 trrk ri' 041” O .� i'wr,+p_g r 0�`"T� Etl1151TN6T,.1-"iiu 4,Ll rrfuk sem', �- �pc` / , F1r �"""'*r 'r•R®IOENCE 6' STOCKADE rnTW . I 3 Ji n A FENCE----------- - / STONE / DRIVEWAY DECK PATO STONE WALLIRON MON. PIPE '. r. NOT ON WIDE PROPERTY LINE (BURIED) (NOT FOUND) 'y k15fIN0= PATIO \ 11" ROOFbl \ OVERHANG MON._f � ♦U�/ (BURIED) POOL 1.66' \ POOL EDUIPMEN7 \ tix STONE WALL �y, Ncb) j 3't WIDE X 3'f HIGH p0 Z R6 GENERALLY ALONG 1Y `r0 9 PROPERTY LINE 00. Zip GARDEN O% N/F HAY HARBOR CLUB, INC. N/F CORNELIA DALEY STONE WALL 3't WIDE X 3't HIGH GENERALLY ALONG MON. PROPERTY LINE r CONTROL CERTIFICATION / REVIEWED I DATE LOCATION MAP SCALE 1"=400' 1.) PLAN MADE FOR MARGARET BOGERT; ETTRICK STREET; FISHERS ISLAND, NEWYORK; SCALE: 1"=20'; CHANDLER, PALMER & KING; NORWICH, CONN.; JUNE'1982. 2.) PLAN OF PROPERTY TO BE CONVEYED TO JOHN W. METTLER III AT FISHERS ISLAND. NEW YORK; SCALE: 1"=40 FT.; CHANDLER. PALMER H KING; NORWICH, CONN.; DEC. 27, 1979; REVISED: JAN. 6, 1982 NOTES'I 1.) THS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREO�rII ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE THE 5.) S 1000, 6.) T( 7.) S TITLE TITLE A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO N ITEM IN ANY WAY, COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S 2E AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF D SURVEYOR. RDINATE DISTANCES ARE MEASURED FROM U.S, COAST AND GEODETIC TRIANGULATION STATION "PROS" IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP -CTION 009, BLOCK 12, LOT 7.1 L AREA = 1.09t ACRES. IS LOCATED IN R-80 ZONE TRUST COMPANY, AS TRUSTEE AND COMPANY IN ACCORDANCE WITH THE YS OF THE NEW YORK STATE LAND 80032307 NOW OR FORMERLY STONE WALL RETAINING WALL OVERHEAD WIRES 30 15 0 30 GRAPHIC SCALE IN FEET _N "O E $ m m N ry •� ^Z LL W O cC21 G a m L? a� W U LLJ> D_ z � O N N Z y< m 4 W �/ of (y0 V CIO r� 0 Z /F— w O K Of OLd G o €3 a c z° J .9 U "g m U � N �m w U 0 11 0 z 6 F Q Lq w o z N ¢ I 0) a o o O U z z w w W Z Y Y 3 U O O O V1 W V DATE: 10/12/2003 SCALE: 1 " = 30' SHEET: 1 OF 1 ^Z LL W O cC21 G m L? a� W U LLJ> D_ z � O N N Z y< Z W m �/ of (y0 ~ r� n� Z /F— w O K Of OLd O- Y �_ Of C� J 0 11 0 z 6 F Q Lq w o z N ¢ I 0) a o o O U z z w w W Z Y Y 3 U O O O V1 W V DATE: 10/12/2003 SCALE: 1 " = 30' SHEET: 1 OF 1