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HomeMy WebLinkAbout35604-Z�SUFf01Kt' Town of Southold 6/25/2015 0 P.O. Box 1179 53095 Main Rd Am �� Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37619 Date: 6/24/2015 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: SCTM #: 473889 off East End Road, Fishers Island Sec/Block/Lot: T-1-1 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore Lot No. filed in this office dated 6/3/2010 pursuant to which Building Permit No. 35604 dated 6/3/2010 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 and additions, including covered porch, first and second floor decks, outdoor shower stall and non -habitable attic, to an existing one family dwelling as applied for. The certificate is issued to Rocky Ledge Partners of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 35604 6/3/2015 PLUMBERS CERTIFICATION DATED 12/11/2012 AI Tom Ravino �to4ed S' ature 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. 35604 Z Date JUNE 3, 2010 Permission is hereby granted to: LEDGE INC ROCKY PO BOX 4420 WILMINGTON DE, 19807 for DECK ADDITION & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. REPLACES EXPIRED BP # 32206 at premises located at OFF EA County Tax Map No. 473889 Section 007 pursuant to application dated JUNE Building Inspector to expire on DECEMBER Fee $ Rev. 5/8/02 476.10 T END RD FISHERS ISLAND Block 0001 Lot No. 001 3, 2010 and approved by the 3, 2011. ORIGINAL Authorized Signature it FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT M Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32206 Z Date JULY 12, 2006 Permission is hereby granted to: ROCKY LEDGE INC C/O KINLIN 145 W30TH 11FL. NY, 10001 for ALTERATIONS & DECK ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at OFF E. County Tax Map No. 473889 Section 007 pursuant to application dated MARCH Building Inspector to expire on JANUARY Fee $ Rev. 5/8/02 476.10 T END RD FISHERS ISLAND Block 0001 Lot No. 001 7, 2006 and approved by the 12, 2008. ORIGINAL Authorized Signature Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT 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 Date. New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: 9 ff QST- J&t t P D 1 1S S l SL^M Q N Y House No. Street Hamlet Owner or Owners of Property: iz QCAC-i uuoC� IV, C Suffolk County Tax Map No 1000, Section 1 Block Z S Lot 15 9 (® Subdivision Filed Map. Lot: Permit No. 35 (do 4 Date of Permit. Applicant: $P--AiCE D - d< vNUN (AV_QWTECT) Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ C5 0. 00 Final Certificate: v-*' (check one) n Applicant EignAire Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 44- SO(/r�,o yCOUNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax(631)765-9502 roger. richert(aD-town.Southold. ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: P.B. Weymouth (Rocky Ledge Inc.) Address: 3708 Clay Point Road City: Fishers Island St: New York Zip: 6390 Building Permit #: 35604 Section: 7 Block: 1 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Connected Systems LLC License No: 45453 -ME Residential Commerical New Addition X Indoor Outdoor Renovation Survey OIL Duplec Recpt SITE DETAILS Office Use Only X Basement X 1 st Floor X 2nd Floor Attic INVENTORY X Service Only X Pool X Hot Tub X Garage Service 1 ph 400A Heat OIL Duplec Recpt 176 Ceiling Fixtures 113 HID Fixtures Service 3 ph Hot Water GFCI Recpt 24 Wall Fixtures 61 Smoke Detectors Main Panel 2-200A A/C Condenser Single Recpt Recessed Fixtures 42 CO Detectors 7 Sub Panel 100A A/C Blower 5 Range Recpt 40A Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt2-30 Emergency Fixtures Time Clocks Disconnect 2-200A Switches 183 Twist Lock Exit Fixtures TVSS Other Equipment: 400A Under Ground Service, 8- Paddle Fans, 4- Exhaust Fans, 1- Oven (30A) Notes: Inspector Signature: Date: June 3, 2015 Electrical 81 Compliance Form.xls CERTIFICATION Date: ems- I Building Permit No. 7�)S ,6 oq Owner: /'1 , (Please print Plumber: gcaj f "(/J C-) (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. Sworn to before me this day of 2010 Notary Public, 6- t6o&k County KARLA S. HEATH NOTARY PUBLIC, STATE OF NEW YORK NO. 01 HE6222563 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES 05/24/2014 Pagel of 3 Conklin, Pat From: Flavia [Flavia@kin[inrutherfurd.com] Sent: Tuesday, May 15, 2012 1:22 PM To: Conklin, Pat Subject: [New Sender - ] - RE: Rocky Ledge Project - Permit # 35604 - Message is from an unknown sender Pat, I just want to follow up on the status of the Rocky Ledge C of O. Can you please tell me if Gary Fish submitted his re -inspection report? Please let me know if we owe a fee or something else and that is the reason why we do not receive the C of O. I really appreciate your help on this issue. Thanks so much, Flavia DaSilva KinlinRutherfurd Telephone Architects, PLLC 212 695 2988 330 West 38th Street Telefax Suite 1006 775 582 1736 New York, NY 10018 www.kinlinrutherfurd.com From: Conklin, Pat [ma!ito:Pat.Conklin@town.southold.ny.us] Sent: Wednesday, March 14, 2012 8:20 AM To: Flavia Subject: RE: [New Sender - ] - Rocky Ledge Project - Permit # 35604 - Message is from an unknown sender Flavia, We need to wait for Gary. Pat From: Flavia [maiito:Flavia@ inlinrutherfurd com] Sent: Tuesday, March 13, 2012 11:40 AM To: Conklin, Pat Subject: RE: [New Sender - ] - Rocky Ledge Project - Permit # 35604 - Message is from an unknown sender Pat, I just talked to the contractor and he told me that the re -inspection took place about a month ago during Gary's last visit. He couldn't remember the exact date. He thinks that maybe Gary didn't submit his report yet. Is there a way to find out or we need to wait until Gary is back. I really appreciate your help! Thanks, Flavia DaSilva KinlinRutherfurd Architects, PLLC 330 West 38th Street 5/15/2012 Telephone 212 695 2988 Telefax Subject: [New Sender - ] - Rocky Ledge Project --Permit ,7 356u4—message-15 rrurn an -w Pat, Can you please let -me know what documents we need to send you in order to obtain the C of O for the Rocky Ledge House, permit #35604. We thought the contractor was applying for it, but apparently it is not the case. We know that we sent the as built dwgs dated 7/27/2010 on 8/6/2010 right after the final inspection performed by Gary Fish on 6/2/2010. Can you please look into this permit and let me know if we or the contractor need to send you anything else in addition to the application and fee. As always, thanks so much for your help. Flavia DaSilva 5/15/2012 WE TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval PERMIT NO. J-20-6 6 Survey. Septic Form N.Y.S.D.E.C. Trustees Examined a 20 Of. Contact: Approved / 2-20 O.6 Mail to: Disapproved a/c Phone: Expiration r ' ' 20 6T Building Inspector ' ,APPLICATION FOR BUILDING PERMIT MAR ' Date 1211120 D S INSTRUCTIONS a: � Thi's;ap'plicatiori-MCFST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 se 'o 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 the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the r y property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. grtre 14in It n (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ,Arahlt<e,ct Name of owner of premises OG 6d /1 G. As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer W au 11 (Name and title of co orate 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: House Number Street Hamlet CountyTax Map No. 1000 Section 00'1 Block 11 Loth Subdivision Filed Map No. Lot (Name) v 2. State existing use and occupancy ofremises and intended use and occupancy of proposed construction: a. Existing use and occupancy pestalp? r�f,12 CSl7'1 1e iayyUIV l b. Intended use and occupancy f 2 5 t ctef1+ 1Id1 CSI nal le fc"#1'YI r I y) 3. Nature of work (check which applicable): New Building Addition Repair . Removal Demolition Other Work_ 4. Estimated Cost 1' vaso i 0 0 b Fee Alteration X (Description) (To be paid on filing this application) 5. 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. 7. Dimensions of existing structures, if any: Front 1,&r6"-7'1 Rear [6 G'-7 "1 Depth 70'-?-,, Height 36�- 5'�/t'1 Number of Stories Z Dimensions of same structure with alterations or additions: Front / 66 f-711 Rear /(66'-7' Depth 70'- Vt Height 36'--TYV' - Number of Stories Z 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front—45Z88 SISS Depth 3 88 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12 -MV 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO -X- 13. Will lot be re -graded? YES NO X Will excess fill be removed from premises? YES NO Q MON, 0 - WeLjnw-W4 111 14. Names of Owner of premises �'�CkN W 9 G Address 411, rvt&4Vs ;n Ave- A.0417-30 No2112­+00-3910 Name of Architect Ltiye.& kin[T Address_ 14S W. 3 o&J-1 A. Phone No Z./ Z -69 S -29 88 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_X_NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X NO * IF YES, D.E.C. 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. C o/e. te--S-c,f. STATE OF Nom) SS: COUNTY OF )zk k5ruee 1) • kl t11 1(i - being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is theit Ay -di i+fm ;- (Contractor, Agent, Corporate Officer, etc.) of said owner or,ow=�rs, and ig,duly authorized to perform or have performed the said work and to make and file this application; that all statements cbntairied ih this,application are true to the best of his knowledge and belief; and that the work will be performed in the mariner set forth in the application filed therewith. Sworn to before inelhis' Zdof �i 200 � C ary Pu is 4 1- d Signature of Applicant 05/22/2015 05:36 8604341538 CONNECTED SYSTEMS LL PAGE 01101 Thm Hall Annex 54375 Ma7m Road P.O. Box 1179 Southold, NSC.11971-0959 Telle�e`pp`hxxone (631) 765--11802 rQQer.richei i�Q7iQ.1Nn bo ZVr 5 j.w.uS BU>ZDING DEPA RTS TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: 57. Company Name: Name: Lioense No Address: Phone No.: V JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Pernnit No.: 'fax -Map District. - 1000 , Section: Block: I *SRItF DESCRIPTION OF WORK (Please Print Clearly) Pe_W; ck &ava+&T�- Lot (Please Circle All That Apply) *Is job ready for inspection: (0/ -NO, Rough In Final *Do•you need a Temp Certificate: YES I NO Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 360 400 Other "New Service: Re -connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION .t3 Aequest for Inspection Form i2 c & ?9 g tf ov TOW- OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION_ IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I rMATION [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION &120, a, . 1v � � FIELD INSPECTION DEPORT V DATE C S FOUNDATION(IST) ------------------------------------, , _ .__.._._.... _._.._..,._... .._ _...,. ._....... _ .._,...._. Y 4J G N.AJ.f'L A..LL0L'F(br yf 4 ROUGH FRAMING& ; PLUMBING _. —_ .i r. INSULATION PER N.Y. STATE ENERGY COBE --. .... ......................._.. FrqAL ADDITIONAL COATAIENTS O __. _._ ............ --- _ .....,.....,_ rd _.... ....... pI tyyh tr x 'TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET �' VILLAGE DIST. SUB. LOT FORMER NER P E Pc c,, ACP �„ p { " 1 1 i f7 r �p,+f �}y�- f✓ P i� J/ yy W /p {,+(✓,-.7�-.--ii...--;y}., -..,..::Y ,l P TYPE OF BUILDING j RES. SEAS. VL. FARM COMM. CB. MISC. Mkt. Value i LAND IMP., TOTAL DATE REMARKS AGE BUILDING CONDITION EW NORMAL BELOW ABOVE FARM Acre Value Per Ac re Value Tillable 1. Tillable 2 Tillable 3 Woodland Sw 9mpl.and FRONTAGE ON WATER Bru land FRONTAGE ON ROAD House Plot DEPTH BULKHEAD u- Total IDOCK 7T Kinlin Rutherfurd Architects PLLC 145 West 30th Street, 11th Floor New York, NY 10001 212.695.2988 775.582.1736 fax June'21, 20015 Pat Conklin Town of Southold Building Department Town Hall po box ,1179, Southold, NY, 11971 Pat Conklin JUN Enclosed is the completed REScheck compliance certificate for the project at the rocky Ledge House on fishers Island: tax map 1000, section 007, block 1, lot 1. Drawings dated 12-09-2005. We were told over the telephone several months ago that all had been approved but that we needed to submit this. I just realized that we have not sent it in. Please call with any questions or send approved materials to dur office. Thank you for your help. Bruce Kinlin, AIA D ICh,C� www.kinlinrutherfurd.com Page 1 of 1 Kinlin Rutherfurd Architects PLC 145 West 301h Street, 11th Floor New York, NY 10001 212.695.2988 775.582.1736 fax July 12, 2006 Pat Conklin Town of Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, NY.11971 Dear Pat Conklin This letter is to, confirm that the elevation of the proposed deck at the Rocky Ledge project on Fishers Island, NY is above the 10 feet elevation level. Best regards Bruce D. Kinlin, AIA f y � 5 www.kinlinrutherfurd.com Page 1 of 1 T3Jdd 2OSGS9L;T29T id3d JNIOmne 01OHinos 9t7:t7T L00d-ET-TT KINUN RUTHERFURD ARCHITECTS PLLC 330 WEST 38th STREET,10th FLOOR 7:212.695.2988 NEW YORK, NEW YORK 10018 F:775.582.1736 www.kinlinrutherturd.com FACSIMILE COVER SHEET DATE: Nd�% ? c) / FAX NUMBER: lDr3� �''S SAO PLEASE DELIVER T0: NUMBER OF PAGES IN THIS FAX: (including this cover sheet) lock C4 ?Iecot t)ve- "N'te, el cc-tt cx'ke� YUL) �Ov e 4A 0C 5 c,..J; I eal j ya) eTmE 9.T'd 20960LT29%:01 9md8SSLL ad adn-:183HI(IN NIININ:WONA d£2:20 L002-2T-AON Kinlin Rutherfurd Architects PLLC 41 330 west 38th street New York, NY 10018 212.695.2988 775.582.1736 fax January 4, 2008 Pat Conklin Town of Southold Building Department 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Dear Pat Conklin These drawings are for a requested change to the rocky ledge project we are involved in at fishers island. We would also like to extend the permit for the allowable six months. Enclosed is a blank check. Best regards Bruce D. Kinlin, AIA www.kinlinrutherfurd.com I Page 1 of 1 rol I :¢4 JAN l i www.kinlinrutherfurd.com I Page 1 of 1 rol Kinlin Rutherfurd Architects PLLC 330 West 38th Street, Suite 1006 New York, NY 10018 212.695.2988 775.582.1736 fax May 27, 2010 Michael J. Verity Southold Building Department Town Hall Annex Building 54375 Route 25 Southold, NY 11971-0959 Dear Michael, Enclosed please find a check for the amount of $476.10 required to obtain the Certificate of Occupancy for the Rocky Ledge Project on Fishers Island. I understand that Inspector Gary Fish will be performing inspections on Fishers Island on June 2nd. Hopefully this check gets to your hands on time to include Rocky Ledge on the June 2nd Inspection List. Sincerely, D JUN - 2 2010 Bruce D. Kinlin, AIA BLDG. DEPT TOWN OF SOUTHOLD www.kinlinrutherfurd.com Page 1, of 1 H. P. BROOM HOUSEWRIGHT, INC. P.O. BOX 70 - 162 FERRY RD. HADLYME, CT 06439 (860) 526 - 9836 FAX (860) 526 - 2647 FETTER OF TRANSMITTAL Date: 8/1/10 WE ARE SENDING YOU X Attached _ Under seperate cover via _ Shop Drawings T Prints To: TOWN OF SOUTHOLD BUILDING DEPARTMENT - TOWN HALL P.O. BOX 1179 53095 Main Road SOUTHOLD, NY 11971-0959 ATT: TO WHOM IT MAY CONCERN Re: ROCKY LEDGE RESIDENCE CLAY POINT ROAD FISHERS ISLAND, N.Y. the following items: Plans _ Samples _Specifications _ Copy of Letter _ Change Order _ Other Copies Date No. Description 1 Zone Three Windows Used in The Rocky Ledge Residence THESE ARE SUBMITTED as checked below: _ For approval _ Approved as submitted _ Resubmit_ copies for Approval X_ For your use _ Approved as noted Submit — copies for Distrib. As requested Returned for corrections _ Return_ corrected prints For review and comment ENCLOSED YOU WILL FIND THE DOCUMENT.(S) NOTED ABOVE TO HOPEFULLY SATISFY THE REQUIREMENTS FOR A FINAL CERTIFICATE OF OCCUPANCY AT THE ROCKY LEDGE RESIDENCE, CLAY POINT ROAD - FISHERS ISLAND. THE PERMIT NUMBER FOR THE ALTERATIONS IS #32206 -ISSUED 7-12-06. SHOULD THERE BE ANY QUESTIONS PLEASE DO NOT HESITATE TO CALL ME AT 860- 526-9836. BEST REGARDS REED NEWTON - PERMITS Kinlin Rutherfurd Architects PLLC 330 West 381h Street, Suite 1006 New York, NY 10018 212.695.2988 775.582.1736 fax August 06, 2010 Gary Fish Building Inspector Town of Southold Building Department Town Hall 53095 Main Road PO box 1179 Southold, NY, 11971 Dear Mr. Fish Enclosed please find the as built drawings of the Rocky Ledge Porch Addition on Fishers Island. The enclosed sheets show the modifications to the original permit set as noted during the final inspection. If you have any questions call me at (917) 747 - 1904 Sincerely, Bruce Kinlin, AIA RF LAUIG 2010 BLDG. DEPT. TOWN OF SOUTHOLD www.kinlinrutherfurd.com Page 1 of 1. May 21 2012 15:54 HP Faxfi Utility Co 631 788 7798 page 1 Fishers Island Utility Company P.O. Drawer E Fishers Island, NY 06390 631788 7251 Date 5/21/2012 TO: Gary Fish Bldg Dept FAX # 631 765 9502 From: Bob Wall FAX # 631788 7798 Subject Gary, I contacted Gary Mislick and he took you to Rocky Ledge in March to re -inspect the hand rail issues. He also took you to Baccile's to ins I was not able to take you as I was off Isla Ro—dk edge BP$# 35 a is BP # 34414 and replaced with j-6'1;'6TThey are both good for C.O. Bob Number of pages including this one 1 OF SOUr�� Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD May 22, 2012 KinlinRutherfurd Architects PLLC 330 West 38th St, Suite 1006 New York, NY 10018 Re: Rocky Ledge Project, Off East End Rd, Fishers Island TO WHOM IT MAY CONCERN: The Fo I wing Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate.of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) 47�-fee of $50.00. Telephone (6 31) 765-1802 Fax (631) 765-9502 Final Health Department Approval. � Wplumbers Solder Certificate. (All per involving plumbing after 411/84) Trustees Certificate of Compliance. ,(Town Trustees # 765-1892) Final Planning Board Approval. (Planning #.765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 35604 — Alterations to Single Family,Residence Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 January 14, 2013 pE SOUT�o� �cou +� BUILDING DEPARTMENT TOWN OF SOUTHOLD KinlinRutherfurd Architects PLLC 330 West 38th St, Suite 1006 New York, NY 10018 RE: Rocky Ledge Project, Off East End Rd, Fishers Island TO WHOM IT MAY CONCERN: Telephone (631) 765-1802 Fax (631) 765-9502 The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) V// Electrical Underwriters Certificate. (contact your electrician) A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT : 35604 —Alterations to Single Family Residence Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 January 21, 2015 Rocky Ledge Partners LLC PO Box 4420 Wilmington DE 19807 BUILDING DEPARTMENT TOWN OF SOUTHOLD Re: Off East End Rd, Fishers Island SCTM# T-1-1 TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 35604 — Alteration to Single Family Residence Telephone (631) 765-1802 Fax (631) 765-9502 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 May 14, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD HP Broom Housewright Inc. P.O. Box 70 Hadlyme, CT 06439 RE: Rocky Ledge Inc., Fishers Island, 1000-7-1-1 TO WHOM IT MAY CONCERN: Telephone (631) 765-1802 Fax (631) 765-9502 The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) ,it— Electrical Underwriters Certificate. A fee of $50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 35604-Z additions/alterations uo ti CU ❑ LA U) r— r- w Cc 0 x E LU :3 w z z 0 E IL ni G 0 z LIWS OF PM FIRM $020; AW NOL . LIMFFS OF PER mw SO2 AIAP NO_ PORX cxw cms CESS POOL Q%e iOm NIF VALMINGTON TRUST COMPANY, AS TRUSTEE & THOMAS L QUPONr r34W E 4r3lVOr F U)CMM WPSME 1 4W \ r��c�uwx,�umsronmwrr�at�+�cwrtt$ ,� vtc l e" V r PLAN ru CS) LO LA0) W r— �q re) 0 F- UD P2 ru m Z H 0 w LL CL R p - (S) 0 Z Hit low om NM NFLACBM VMDM AFE 10 K um on I* Vvy men= wommoommom URACOM IN= w un I IWWALL XM*Nn mmaml (M-0 to am sm w 0 Fulm aim 0= mm C" K" CR ULM mgme saw NX m m mmum IA W" w IMTM cm-vxm fmm in =Q SM M* am= em sxm EErr Rom sew m IMUM OEM AMMW 10=9= 1�0& vckio\,�, c -7� 'f,� I e 'AJ/ -eyiAww �CY(avvv\ 0i S U) lD IL LU z D m 0 0 co co CD (S) T 9 co Cc 0 x Z -i Z 0 QJ LL IL v cm r- 0 CD T O M AFFAM mi ow =U 4= WWI NEW I= mr HM SM FG%ACMR'- I 'AM 10 EE UM C.0 70 MWMWV MIMM w Emm mom W am RUMMM NO= 10 NAM IM 6 M r N MAWN mo WN u9wr on� omp - wumm UMBLE-W OMN, ON wm OR I-- avaqm on El ram sills TO Ulm., Ab#Mff mr cm sm NX Gb= AM IMM 10 MA= M -TM% HM C= srm LO LL LU z z H 0 w LL N Lg 0 N 1 M I 0 z 0 U) 0 CE CL Mpwli 0i R�` ka m RAY - IL y� Ila LOC ►1 lu Tc,"A *Ywvv-v NIR plr. s n� gm v . oisra�aa wsaaa�m ML am -ronwr. aramaa� -- ',►--lggLg= ' oaa muuwalc EMMIM 2"�> t / v m rmo 'fie- 4a *v e`xs[ - 1 - % 2 "W %4. — — 943" aw— ��uea ~o marmamo wam'Zoom %'U m) v i mwzw� SM9NO Mff a�oraslwws CL CL ro w cD Q a - IL W uou.m- CD rr m N Regional Product Design Pressure Requirements International Residential Code / International Building Cod DLCEEWE AUG 2 0 2010 BLDG. DEPT. TOWN OF SOUTHOLD This set of building codes has fast been replacing the regional codes we have had available in the past. These codes represent the results of the many code governing agencies getting together to come up with a singular code language that meets all geographical locations within the building industry. The International Residential Code is written for typical residential construction and the International Building Code is more for Commercial use. Within these codes is language that places a building site geographically into different zones based on wind -speed and proximity to the ocean as listed here: Zone 1 110mph and up to but not including 120mph and within 1 -mile of the mean high tide line and Hawaii. Design pressures in this zone will exceed 40psf for negative loads. The I -codes also specifically require wind-borne debris construction in this zone. Windows and doors must be designed to withstand an impact of a 4' long 2 X 4 stud shot out of a cannon at 40' per second (27mph) to simulate flying debris followed by a total of 9,000 high wind cycles to simulate a hurricane. Marvin StormPlus Impact Zone 2 products exceed the performance criteria for Zone 1. Zone 2 120mph and up to but not including 130mph and more than 1 -mile from the mean high tide line. Pressures in this zone approach 50psf for negative loads. Wind-borne debris requirements are identical to zone 1. Zone 3 130mph and up to 140mph, or 120mph and up to 140mph and within 1 -mile of the mean high tide line. Design pressures in this zone can approach 65psf for negative loads. The I -codes specifically .require wind-borne debris construction in this zone. Windows and doors must be designed to withstand an impact of an 8' long 2x4 stud shot from a cannon at 50' per second (34 mph) to simulate flying debris followed by a total of 9,000 high wind cycles that simulate a hurricane. Zone 4 This is considered a high velocity windzone and encompasses all areas with windspeeds in excess of 140mph. Design pressures in this zone often exceed 65psf and can approach 100psf. Wind-borne debris requirements include everything from zone 3 as well as possible multiple hits per test unit and mullions. Rings End of Niantic ®� Rings End of Niantic MARVIN 28 Hope Street Mantic, CT 06357 Built around you. PH: 860-739-5441 FAX: 860-739-5822 broom_(rockyledge_phase 2')_7 -19 -07: -BROOM ROCKYLEDGE PHASE 2 Bill To: Ship To: FINAL REVISED AND RE -SUBMITTED FOR RECORD Req. Ship Date: • • • • •` • • • Contact: Ship Via:, OUR TRUCK Phone: ( ) - P.O.: Arch Profile#: 0 Disc. Auth#: •. • Rings End Lumber of Niantic Keith Harlow Outside Sales Representative 28 Hope Street PO Box 714 Niantic, CT 06357 Office Phone: 860.739.5441 Office Fax: 860.739.5822 Mobile Phone: 860.625.0140 Email: keith_harlow@ringsend.com Bill To: Req. Ship Date: Ship Via: OUR TRUCK P.O.: Broom (Rockyledge) 11-30-07 Broom (Rockyledge) 11-30-07 11-30-2007 Ship To: Contact: Phone: MRVIN ., i „dU.., '.,'i n�. Built around you Rings End of Niantic broom_(rockyledge_phase_2)_7-19-07: BROOM ROCKYLEDGE PHASE 2 Version 6.12 08/28/07 *** PRICES LISTED IN USD *** CLAD ULTIMATE INSWING FRENCH DOOR - 4 9/16" JAMB - XX - OPERATES LEFT HAND STORMPLUS IMPACT ZONE 3 CALL NUMBER 5470 ROUGH OPENING 65 5/8" X 86 1/2" INSULATED GLASS- 1 LITE STORMPLUS LOW E II WITH ARGON 7/8" RECTANGULAR SIMULATED DIVIDED_LITE - WITH SPACER BAR - STANDARD CUT 2 -WIDE 5 -HIGH STONE WHITE CLAD EXTERIOR - PRIMED PINE INTERIOR MULTI -POINT ON ACTIVE PANEL WHITE HANDLE SET - ACTIVE PANEL MULTI -POINT ON INACTIVE PANEL WHITE HANDLE - INACTIVE PANEL WHITE ADJUSTABLE HINGES ULTIMATE SWINGING,SCREEN ***SHIP SEPARATE STONE WHITE SURROUND CHARCOAL FIBERGLASS MESH BRONZE PVD HANDLE BRONZE ULTREX SILL WITH BLACK WEATHER STRIP 4 9/16" JAMBS PRIMED PINE INTERIOR STONE WHITE CLAD EXTERIOR NO CASING TOTAL PRICE 0�� Active Inactive AS VIEWED FROM THE EXTERIOR PROJECT TOTAL PRICE: CONTINUED ON NEXT PAGE [ moll 0 ON OMENS 0�� Active Inactive AS VIEWED FROM THE EXTERIOR PROJECT TOTAL PRICE: CONTINUED ON NEXT PAGE Version 6.141 11/30/07 Rings End Lumber of Niantic Broom (Roc"edge) 11-30-07 *** PRICES LISTED IN USD *** QUOTE: 00000001 QTY: 1 MARK UNIT - #133 (Playroom) CLAD ULTIMATE DOUBLE HUNG STORMPLUS IMPACT ZONE 3' CALL NUMBER 3222 ROUGH OPENING 38 3/8" X 52 7/8" INSULATED GLASS - 1 LITE STORMPLUS LOW E II WITH ARGON 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SP_ECIAL CUT 3 -WIDE 2 -HIGH STONE WHITE CLAD EXTERIOR - PRIMED PINE INTERIOR WHITE SASH LOCK WHITE JAMB HARDWARE SCREEN STONE WHITE SURROUND CHARCOAL FIBERGLASS MESH 6 9/16" JAMBS ***SHIP SEPARATE PRIMED PINE INTERIOR STONE WHITE CLAD EXTERIOR' NO CASING TOTAL PRICE AS VIEWED FROM THE EXTERIOR' QUOTE: 00000002 QTY: 1 MARK UNIT - #E107 (playroom) CLAD ULTIMATE INSWING FRENCH. DOOR - 6 9/16" JAMB - X - OPERATES RIGHT HAND STORMPLUS IMPACT ZONE 3 CALL NUMBER 3070 ROUGH OPENING 38 7/16" X 86 1/2" INSULATED GLASS - 1 LITE STORMPLUS LOW E II WITH ARGON 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - STANDARD CUT 2 -WIDE 5 -HIGH STONE WHITE CLAD EXTERIOR - PRIMED PINE INTERIOR MULTI -POINT ON ACTIVE PANEL WHITE HANDLE SET - ACTIVE PANEL WHITE ADJUSTABLE HINGES ULTIMATE SWINGING SCREEN/STORM ***SHIP SEPARATE STONE WHITE SURROUND. CHARCOAL FIBERGLASS MESH SATIN TAUPE HANDLE BRONZE ULTREX SILL WITH BLACK WEATHER STRIP 6 9/16" JAMBS PRIMED PINE INTERIOR STONE WHITE CLAD EXTERIOR NO CASING TOTAL PRICE Version 6.141 11/30/07 Rings End Lumber of Niantic Broom (Rockyledge) 11-30-07 *** PRICES LISTED IN USD *** Active ASNIEWED FROM THE EXTERIOR Rings End of Niantic broom_(rockyledge_phase_2)_7-19-07: BROOM ROCKYLEDGE PHASE 2 Version 6.12 08/28/07 *** PRICES LISTED IN USD *** QUOTE: 00000001 QTY: 1 MARK UNIT - 112 Polished chrome hardware CLAD ULTIMATE DOUBLE HUNG STORMPLUS IMPACT ZONE 3 CALL NUMBER 3216 - ROUGH OPENING 38 3/8" X 40 7/8" INSULATED GLASS - 1 LITE STORMPLUS LOW E II WITH ARGON 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 3 -WIDE 2 -HIGH STONE WHITE CLAD EXTERIOR - PRIMED PINE INTERIOR POLISHED CHROME SASH LOCK WHITE JAMB HARDWARE SCREEN STONE WHITE SURROUND CHARCOAL FIBERGLASS MESH 4 9/16" JAMBS PRIMED PINE INTERIOR STONE WHITE CLAD EXTERIOR NO CASING TOTAL PRICE AS VIEWED FROM THE EXTERIOR QUOTE: 00000002 QTY: 3 MARK UNIT- 113, 114, & 115 CLAD ULTIMATE DOUBLE HUNG STORMPLUS IMPACT ZONE 3 CALL NUMBER 3216 ROUGH OPENING 38 3/8" X 40 7/8" INSULATED GLASS - 1 LITE "STORMPLUS LOW E II WITH ARGON 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 3 -WIDE 2 -HIGH STONE WHITE CLAD EXTERIOR - PRIMED PINE INTERIOR WHITE SASH LOCK WHITE JAMB HARDWARE SCREEN STONE WHITE SURROUND CHARCOAL FIBERGLASS MESH CONTINUED ON NEXT PAGE Rings End of Niantic broom_(rockyledge_phase_2)_7-15-07: BROOM ROCKYLEDGE PHASE 2 Version 6.12 08/28/07 QUOTE: 00000005 *** PRICES LISTED IN USD *** QTY: 2 MARK UNIT - #120 &122 CLAD ULTIMATE DOUBLE HUNG STORMPLUS IMPACT ZONE 3 CALL NUMBER 3222 ROUGH OPENING 38 3/8" X 52 7/8" INSULATED GLASS - 1 LITE STORMPLUS LOW E II WITH ARGON 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - SPECIAL CUT 3 -WIDE 2 -HIGH - STONE WHITE CLAD EXTERIOR - PRIMED PINE INTERIOR WHITE SASH LOCK WHITE JAMB HARDWARE SCREEN STONE WHITE SURROUND CHARCOAL FIBERGLASS MESH 49/16" JAMBS PRIMED PINE INTERIOR STONE WHITE CLAD EXTERIOR NO CASING TOTAL PRICE �r� mum!] AS VIEWED FROM THE EXTERIOR QUOTE: 00000006 QTY: 2 MARK UNIT - #121 &123 CLAD ULTIMATE DOUBLE HUNG STORMPLUS IMPACT ZONE 3 CALL NUMBER 2422 ROUGH OPENING 30 3/8" X 52 7/8" INSULATED GLASS - 1 LITE STORMPLUS LOW ' E II WITH ARGON 7/8" RECTANGULAR SIMULATED DIVIDED LITE - WITH SPACER BAR - STANDARD CUT 3=WIDE 2 -HIGH STONE WHITE CLAD EXTERIOR - PRIMED PINE INTERIOR WHITE SASH LOCK WHITE JAMB HARDWARE SCREEN STONE WHITE SURROUND CHARCOAL FIBERGLASS MESH CONTINUED ON NEXT PAGE Rings End of Niantic broom_(rockyledge_phase_2)_7-19-07: BROOM ROCKYLEDGE PHASE 2 Version 6.12 08/28/07 *** PRICES LISTED IN USD *** 4 9/16" JAMBS PRIMED PINE INTERIOR STONE WHITE CLAD EXTERIOR NO CASING TOTAL PRICE AS VIEWED FROM THE EXTERIOR r STORMPLUS IMPACT ZONE 3 CLAD ULTIMATE INSWING FRENCH DOOR Mas.Opg. 1-83/8 (518) 2-71/8 (791) 3-11/8 (943) Rgh. Opg. 1-87/8 (530) 2-75/8 (803) 3-1 5/8 (956) Frame Size 1-77/8 (505) 2-65/8 (778) 3-05/8 (930) Glass Size 12 3/4" (324) 201/32" (509) 26 1/32" (661) D N n b N M O V 0 0 0 v -65 +5 +50 CUIFD2668 +50 CUIFD2070 v CUIFD1680 -6 -65 -65 M m n co n 1 1 1 'V D L+50 -65 1 Ll -65 CUIFD5068 Ll IH CUIFD1666 CUIFD2666 L -i CUIFD3066 Mas. Opg. Rgh. Opg. Frame Size Glass Size Q � � O M p 0]01 MZ OO C) d N 00 000� ZO unci-� Q F! m2 N N N r V N p N N N,M 1 1 � t`nnrr� Rao aq MM CN LO -It vvo N N N N 7 N �o�n i 1 i o 00 h O71 -m 01p N N aaNN OOy vir E y g a LL (D 4-111/2 (1511) 5-0 (1524) 4-11 (1499) 201/32" (509) 1-83/8 (518) 2-115/16 (659) 2-715/16 (811) 1-87/8 (530) 2-27/16 (672) 2-87/16 (824) 1-77/8 (505) 2-1 7/16 (646) 2-77/16 (799) 12 3/4" (324) 14 27/32' (377) 2027/32- (529) +5 +50 +50 -6 -65 -65 +5 +50 +50 -6 -65 -65 + 5 I-6 +50 +50 -65 -65 -65 CUIFD1668 CUIFD206B CUIFD2668 CUIFD1670 CUIFD2070 CUIFD2670 CUIFD1680 CUIFD2080 CUIFD2680 CUIFD5066 2-915/16 (862) 2-107/16 (875) 2-97/16 (849) 2227/32- (580) +50 -65 +50 -65 +50 -65 CUIFD2868 CUIFD2870 CUIFD2880 4-11/8 (1248) 5-11/8 (1553) 5-51/8 (1654) 4-1 5/8 (1260) 5-1 5/8 (1565) 5-55/8 (1667) 4-05/8 (1235) 5-05/8 (1540) 5-45/8 (1641) 14 27/32" (377) 2027/32- (529) 2227/32- (580) +50 +50 -65 +50 +50 -65 -65 -65 -65 +50 +50 +50 -65 -65 -65 +50 +50 L+50 -65 1 Ll -65 CUIFD5068 -65 %FD4068 CUIFD5468 CUIFD4070 CUIFD5070 CUIFD5470 CUIFD4080 CUIFD5080 CUIFD5480 INlARY1N Built around you. 5-111/2 (1816) 6-0 (1829) 5-11 (1803) 26 1132" (661) CUIFD6066 3-115/16 (964) 3-27/16 (976) 3-17/16 (951) 2627/32- (682) +50 -65 +50 -65 +50 -65 CUIFD3068 CUIFD3070- CUIFD3000 6-1 1/8 (1857) 6-15/8 (1870) 6-05/8 (1845) 26 27/32" (682) CUIFD6068 CUIFD6070 CUIFD6080 Additional information applies to the products listed above. Please refer to page 3. +50 -65 +50 -65 +50 -65 CUIFD6068 CUIFD6070 CUIFD6080 Additional information applies to the products listed above. Please refer to page 3. STORMPLUS IMPACT ZONE 3 MRVI � CLAD ULTIMATE DOUBLE HUNG i.,-,ro. - ","" Built Mas. Opg. 1-97/8 (556) 2-17/8 (657) 2-57/8 (759) 2-77/8 (810) 2-9718 (860) Rgh. Opg. 1-103/8 (568) 2-23/8 (670) 2-63/8 (772) 2-83/8 (822) 2-103/8 (873) Frame Size 1-93/8 (543) 2-1 3/8 (645) 2-53/8 (746) 2-73/8 (797) 2-93/8 (848) Glass Size 16" (406) 20" (508) 24" - (610) 26" (660) 28" (711) +55 +55 +55 +55 +55 M o fT-65 -65 -65 M VMIf] M M M 111 fD O2 T In rM I I 1 N V V V N CUDH1622 CUDH2O22 CUDH2422 CUDH2622 CUDH2822 +55 +55 +55 +55 +55 -65 -65 M V M r V V V D 22 LO �CO CO.00 _� FI II di !A Ili II II II I'I H CUDH1624 CUDH2O24 CUDH2424 CUDH2624 CUDH2824 +55 +55 +55. +55 +55 o cV^o -65 -65 -65 -65 -65 an u7 117 .o M Lo�� iia ii a ii a ii a ii i CUDH1626 CUDH2O26 CUDH2426 CUDH2626 CUDH2826 +55 +55 +55 +55 +55 -65 -65 -65 -65 -65 P S G7 ww22 lA I� M V V V c I I I OD 117 IL) tf! N CUDH1628 CUDH2O28 CUDH2428 CUDH2628 CUDH2828" d 66N N d dy) N OOm cu 07 faf_NO 2a'LLC7 Additional information applies to the products listed above. Please refer to page 3. STORMPLUS IMPACT ZONE 3 CLAD ULTIMATE DOUBLE HUNG Mas.Opg. 2-117/8 (911) Rgh. Opg. 3-03/8 (924) Frame Size 2-11 3/8 (899) Glass Size 30" (762) FGiRGin N M No sssv 22 20 ao LO r- 0000Coc 1 N N N N r OV o MM (N Lo P v Ps m 22 a0 In r- M O O O c 1 1 1 R M M M — N 0 0 i o� O Cl) M N O o00v M V ' N A 0000 DnizzM Co 00,00 e II 1 00 M M M r G POD M v N O N N N LL 7 00 M M Ir) 1z M O O O 1 1 1 O a) m lT N N CL CLO N 00 a) N N t EM CDP N :Eofu..(7 +55 -65 CUDH3012 +55 -65 CUDH3014 +55 -65 I- CUDH3016 +55 -65 CUDH301B +55 -65 CUDH3020 3-17/8 (962) 3-23/8 (975) 3-13/8 (949) 32" (813) +55 -65 CUDH3212 +55 -65 CUDH3214 +55 -65 CUDH3216 +55 -65 CUDH3218 +55 -65 CUDH3220 Additional information applies to the products listed above. Please refer to page 3. t"RVIN i Built around you. STORMPLUS IMPACT ZONE 3 CLAD ULTIMATE DOUBLE HUNG Mas.Opg. 2-117/8 (911) Rgh. Opg. 3-03/8 (924) Frame Size 2-11 3/8 (899) Glass Size 30" (762) +55 I� co o a -65 chv MLL7 M M M ll] 00 co co I I N V V V' N CUDH3022 m nNo +-6555 mmm aomm� I 1 1 V R V 4c4 CUDH3024 +55 -65 V M zO Inmm.o mmm Lo rnm ooo� 1 C. Z. In lA I27N CUDH3026" _ +55 avr'i� -65 `2 �2 — m m m Loam - V V t I 1 1 m n Lo u]N CUDH3028' a1 mC,N (D M CL V) fn 00a), N ED P N :EXLL(0 3-17/8 (962) 3-23/8 (975) 3-13/8 (949) 32" (813) +55 -65 +55 -65 CUDH3224 +55 -65 CUDH3226" +55 -65 CUDH3228' ch FF�-N vvM.o rrnn m m m LO I` M m m CO I I I O M LO I n M 11J� �M V I17 M '— mmmm �c�7 O V rno,rnm mmm vvv, CD m plN N o a )N 00 a> VIL E N M M N W �iixL (5 2-11 7/8 (911) 3-03/8 (924) 2-113/8 (899) 30" (762) +55 -65 CUDH3030' +55 -65 CUDH3032' CUDH3034' Additional information applies to the products listed above. Please refer to page 3. MARVIN -i Built around you. 3-17/8 (962) 3-23/8 (975) 3-13/8 (949) 32" (813) CUDH3230' CUDH3232' CUDH3234' i ,4= REScheck Compliance Certificate New York State Energy Conservation Construction Code RES checkSoftware Version 3.5 Release lc Data filename: Untitled.rck TITLE: Rocky Ledge COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non -Electric DATE: 05115106 DATE OF PLANS: 12/09/2005 PROJECT INFORMATION: Rocky Ledge House Fishers Island, N.Y. Permit Number Checked By/Date COMPANY INFORMATION: Kinlin Rutherfurd Architects I� I i`i New York; NY COMPLIANCE: Passes Maximum UA = 104 Your Home UA = 84 19.2% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R -Value U -Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 239 33.0 0.0 8 Wall 1: Wood Frame, 16" o.c. 127 21.0 0.0 5 Window 1: Wood Frame:Double Pane with Low -E 11 0.360 4 Window 2: Wood Frame:Double Pane with Low -E 14 0.360 5 Window 3: Wood Frame:Double Pane with Low -E 10 0.360 4 Wall 2: Wood Frame, 16" o.c. 240 21.0 0.0 12 Window 4: Wood Frame:Double Pane with Low -E 14 0.360 5 Door 1: Glass 21 0.820 17 Wall 3: Wood Frame, 16" o.c. 58 21:0 0.0 3 Wall 4: Wood Frame, 16" o.c. 240 21.0 0.0 14 Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 239 32.0 0.0 7 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the,building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. r Builder/Designer auAl� 16zlie!!! D ARc'yi ���QJGE o • kitiG2F� a 029Q$1 yp�� �F OF NE`s Date (� REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lc DATE: 05/15/06 TITLE: Rocky Ledge Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-33.0 cavity insulation Comments: Above -Grade Walls: 1. Wall 1: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: [ ] 2. Wall 2: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: [ ] 3. Wall 3: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: [ ] 4. Wall 4: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Wood Frame:Double Pane with Low -E, U -factor: 0.360 For windows without labeled U -factors, describe features: # Panes - Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 2. Window 2: Wood Frame:Double Pane with Low -E, U -factor: 0.360 - For windows without labeled U -factors, describe features: #.Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 3. Window 3: Wood Frame:Double Pane with Low -E, U -factor: 0.360 For windows without labeled U -factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 4. Window 4: Wood Frame:Double Pane with Low -E, U -factor: 0.360 For windows without labeled U -factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: [ ] 1. Door 1: Glass, U -factor: 0.820 Comments: Floors: [ ] 1. Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R-32.0 cavity insulation Comments: Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials. If non -IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: Required on the warm -in -winter side of all non -vented framed ceilings, walls, and floors. Materials Identification: Materials and equipment must be installed in accordance with the manufacturer's installation instructions. Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R -values and glazing U -factors must be clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in unconditioned attics or outside the building must be insulated to R-8. Return ducts in unconditioned attics or outside the building must be insulated to R-4. Supply ducts in unconditioned spaces must be insulated to R-8. Return ducts in unconditioned spaces (except basements) must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: All joints, seams, and connections,must be securely fastened with welds, gaskets, mastics (adhesives), mastic -plus -embedded -fabric, or tapes. Duct tape is not permitted. Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in.•w.g. (500 Pa). Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. Cooling ducts with exterior insulation must be covered with a vapor retarder. Air filters are required in the return air system. The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed'with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State , the Residential Code of New York State or the New York City Building Code , as applicable. Service Water Heating: Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the I levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Table 2: Minimum Insulation Tltickttess for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Heated Water Non -Circulating Runouts Circulating Mains and Runouts Temperature ( F) Up to 1„ Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Tltickttess for HVAC Pipes. NOTES TO FIELD (Building Department Use Only) Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" - Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) M u w 04 4 C) 0 0 N Q M N N N cn �, w w Z d 9 0 DECKING MATERIAL IPE PRESSURE TREATED 2X10 JOIST PRESSURE TREATED (2)2X10 RIMJOIST o T.O. EXISTING FINISH FLOOR ------- --- ELEV. O'-0" Cj�, T.0, NEW DECK ----------------- ELEV. -0' 7-1/2" � I , :1 - / Z : I � x 11 "I' 1r- 2" x 6" @ 16 0. C. COPPER ROOF 1 X CEDAR TRI M 1X CEDAR TRIM 1X CEDAR TRIM 1X CEDAR TRIM 2" x 6" (4) 9%"X1 %" LVL %" FINISH FLOOR / 3/" PLYWOOD SUBFLOOR j _ / /. - -- d -' _ — / / / \ - / - , ) - - -- /' \ - I - —I —I - I/ a. 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DEPT, TOVVN OF SOUTHOLD 01 SECTION AT NEW ADDITION 1'=i'-0• PERMIT AMENDMENT SET REVISIONS PERMIT AMENDMENT SET 07.27.10 01.03.08 REVISION ISSUE DATE ROCKY LE®GE FISHERS IS LAND, NEW YORK KINLIN RUTHERFORD ARCHITECTS 330 WEST 38TH STREET, 10TH FLOOR, SUIT 1006 TEL; {212) 695-2988 NEW YORK, NEW YORK 10018 FAX: {775) 582-1736 3 5(,-,,0'4 BUILDING SECTION HALF SCALE PROJECT: 64 ----, I , ", ,% zi11 I � I , :1 - / Z : I � x 11 "I' 1r- 2" x 6" @ 16 0. C. COPPER ROOF 1 X CEDAR TRI M 1X CEDAR TRIM 1X CEDAR TRIM 1X CEDAR TRIM 2" x 6" (4) 9%"X1 %" LVL %" FINISH FLOOR / 3/" PLYWOOD SUBFLOOR j _ / /. - -- d -' _ — / / / \ - / - , ) - - -- /' \ - I - —I —I - I/ a. I / d, 1 ; - - -- - - - : - - I -- ' I ! ----------- I I ---- I I ---- I ; ----- - ----- ----- ----------- : ---- -------------- ,l / \ •. --- --- -------------- •-------. -----� --- --- : --- — - _- -----' -- - --;; --- - -- ' , - - -- ---I -- : : I ----- - ---- : - - I'I, - i --------- /� , : - - ---- ---------- I-- 1 I I - ! 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DEPT, TOVVN OF SOUTHOLD 01 SECTION AT NEW ADDITION 1'=i'-0• PERMIT AMENDMENT SET REVISIONS PERMIT AMENDMENT SET 07.27.10 01.03.08 REVISION ISSUE DATE ROCKY LE®GE FISHERS IS LAND, NEW YORK KINLIN RUTHERFORD ARCHITECTS 330 WEST 38TH STREET, 10TH FLOOR, SUIT 1006 TEL; {212) 695-2988 NEW YORK, NEW YORK 10018 FAX: {775) 582-1736 3 5(,-,,0'4 BUILDING SECTION HALF SCALE PROJECT: 64 ----, I , ", 12" CONCRETE PIER LINE OF A01 CONIC 4o FOOTING BI EXISTING FOUNDATION WALL EXISTING FOOTING BELOW 6'-8 1/4" n C-81/4" 6,-81/4" 6'-81/4" 6'-8 1/4" 6'-8 1/4" PERMIT AMENDMENT SET 07.27.10 REVISIONS PERMIT AMENDMENT SET 01.03.08 REVISION ISSUE DATE ROCKY LEDGE FISHERS ISLAND, NEW YORK KINLIN RUTHERFURD ARCHITECTS 330 WEST 38TH STREET, 10TH FLOOR, SUIT 1006 TEL: (212) 695-2988 NEW YORK, NEW YORK 10018 FAX: (775) 582-1736 FOUNDATION PLAN HALF SCALE PROJECT: 64 PRESSURE TREATED 4X4 POST SET 0 CONCRETE PIER WITH SIMPSON AB66 POST (OR E( 02 40 NEW STRUCTURE TIED INTO EXIT AT SAME HE L 01 7 N (ATF - PERMIT AMENDMENT SET 07.27.10 REVISIONS PERMIT AMENDMENT SET 01.03.08 REVISION ISSUE DATE ROCKY LEDGE FISHERS ISLAND, NEW YORK �tED AR G� D KO29A$1y��� \�F NES KINLIN RUTHERFURD ARCHITECTS 330 WEST 38TH STREET, 10TH FLOOR, SUIT 1006 TEL: (212) 695-2988 NEW YORK, NEW YORK 10018 FAX: (775) 582-1736 FLOOR FRAMING PLAN HALF SCALE PROJECT: 64 �07 5 0 X - � SHEET LOG ISSUED SHEET DESCRIPTION X A001 TITLE SHEET X A020 SITE PLAN X A101 FIRST FLOOR PLAN X A102 MODIFIED FIRST FLOOR PLAN X A201 EXTERIOR ELEVATIONS X A202 EXTERIOR ELEVATIONS X A401 BUILDING SECTIONS X A402 BUILDING SECTIONS X A431 CONSTRUCTION DETAILS X S101 FOUNDATION PLAN X S102 FLOOR FRAMING PLAN X S103 ROOF FRAMING PLAN FISHERS ISLAND NEW YORK TAX MAP: 1000 SECTION: 007 BLOCK: 1, LOT 1 PERMIT AMENDMENT SET 01.03.08 REVISION ISSUE DATE ROCKYLEDGE FISHERS ISLAND, NEW YORK KINLIN RUTHERFURD ARCHITECTS 330 WEST 38TH STREET, 10TH FLOOR, SUIT 1006 TEL: (212) 695-2988 NEW YORK, NEW YORK 10018 FAX: (775) 582-1736 A - TITLE PAGE HALF SCALE PROJECT: 64 DEMOLITION NOTES 1 . THE CONTRACTOR SHALL PROVIDE THE OWNER WITH THE NAMES AND PHONE NUMBERS OF ALL SUBCONTRACTORS USED DURING THE DEMOLITION (INCLUDING TRASH REMOVAL CONTRACTOR), AND COPIES OF ALL REQUIRED INSURANCE CERTIFICATES, PRIOR TO THE COMMENCEMENT OF ANY WORK. 2. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A COPY OF ALL PERMITS BEFORE COMMENCEMENT OF RELEVANT WORK AS WELL AS DISPLYING ALL PERMITS ON SITE. 3. THE CONTRACTOR SHALL CONSTRUCT DUST TIGHT PARTITIONS AND BARRICADES PRIOR TO THE COMMENCEMENT OF DEMOLITION AND ARE TO REMAIN IN PLACE UNTIL ALL WORK HAS BEEN COMPLETED AND WRITTEN APPROVAL HAS BEEN RECEIVED FROM THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL REAPAIRS TO THE SURFACES MARKED OR DAMAGED BY THE PARTITION INSTALLATION AND SUBSEQUENT REMOVAL, ALL SURFACES ARE TO BE RESTORE TO THEIR ORIGINAL CONDITION. 4. DUST PROTECTION SHALL BE PROVIDED TO THE SPACES ADJACENT TO WORK BEING PERFORMED. CONTRACTOR REMAINS LIABLE FOR DUST AND DIRT INTRUSION INTO ADJOINING SPACE. ALL DUST PROTECTION WORK TO BE COORDINATE WITH THE OWNER. 5. THE CONTRACTOR SHALL CONSULT THE OWNER PRIOR TO BRINGING ANY EQUIPMENT INTO THE PREMISES. 6. NO FLAMMABLE LIQUIDS OR MATERIALS SHALL BE STORE AT SITE JOB, 7. AUTHORIZATION MUST BE OBTAIN FROM THE OWNER PRIOR TO COMMENCEMENT OF ANY CUTTING WELDING WORK. OWNER WILL GIVE AUTHORIZATION ONLY AFTER RECEIPT OF PROOF OF A BURNER'S/ WELDER'S PERMIT. 8. THE CONTRACTOR SHALL CONSULT WITH THE OWNER PRIOR TO COMMENCENT OF ANY WORK TO DETERMINE WHETHER THERE ARE ANY KNOWN HAZARDOUS SUBSTANCES IN OR NEAR THE PREMISES. IF ANY HADARDOUS SUBSTANCES IN OR NEAR ARE DISCOVERED DURING CONSTRUCTION ALL WORK IS TO STOP IMMEDIATLY AND NOTIFICATION GIVEN TO THE OWNER. 9. THE CONTRACTOR SHALL EMPLOY CLEAN UP PERSONNEL TO MAINTAIN THE WORK AREA IN A NEAT AND ORDERLY MANNER, INCLUDING ANY AREA BEYOND THE DUST TIGHT PARTITIONS WHERE WORK IS OCCURRING, WHERE TRAFFIC HAS OCURRED WHILE IMPLEMENTING WORK, OR WHERE DUST, DIRT, OR DEBRIS HAS MIGRATED THE PARTITION. THESE PERSONNEL SHOULD BE RESPONSIVE TO DIRECTION GIVEN BY THE CONTRACTOR AND BY THE OWNER THE OWNER WILL COORDINATE ALL CLEAN UP REQUEST THROUGH THE CONTRACTOR. HOWVER, WHEN DEEMED NECESSARY, THE OWNER WILL DIRECT CLEAN UP PERSONNEL DIRECTLY AND SUBSEQUENTLY NOTIFY THE CONTRACTOR. IN CASES WHERE THE OWNER'S STAFF MUST CLEAN UP CONTRACTOR'S WORK, THE COST OF SUCH WORK WILL BE BORNE BY THE CONTRACTOR. 10. CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY ARCHITECT OF ALL DISCREPANCIES BEFORE PROCEEDING WITH WORK. 11. PREVENT MOVEMENT OF SETTLEMENT OF STRUCTURE(S). PROVIDE AND PLACE BRACING OR SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE. ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE OR INJURY. 12. CEASE OPERATION AND NOTIFY THE OWNER IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE, DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED. 13. PROVIDE MAINTAIN LIGHTING AND GUARD RAILS AS REQUIRED BY APPLICABLE, REGULATORY ADVISORY TO PROTECT OCCUPANTS AND WORKERS. 14, ARRANGE PAY FOR DISCONNECTION, REMOVING AND CAPPING UTILITY SERVICES WITHIN AREAS OF DEMOLITION. DISCONNECT AND STUB OFF. NOTIFY THE AFFECTED UTILITY COMPANY AND OBTAIN APPROVAL BEFORE STARTING THIS WORK. 15. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. IDENTIFY SERVICE LINES AND CAPPING LOCATIONS ON PROJECT RECORD DOCUMENTS. 16. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE NEW WORK, INCLUDING THAT REQUIRED FOR CONNECTION TO THE EXISTING BUILDING. PROTECT EXISTING FOUNDATIONS AND SUPPORTING STRUCTURAL MEMBERS, PHASE DEMOLITION IN ACCORDANCE WITH CONSTRUCTION SCHEDULE. 17. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. 18. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED, AT NO COST TO THE OWNER. 19. BURNING OF MATERIALS ON SITE IS NOT PERMITTED. 20. REMOVE DEMOLISHED MATERIALS, TOOLS AND EQUIPMENT FROM SITE UPON OF COMPLETION OF WORK. 21. THE BUILDING'S FIRE RATING ON ALL STEEL (IF ANY) SHALL NOT BE COMPROMISED G.C. SHALL BE RESPONSIBLE FORTHE INTEGRITY OF THE EXISTING FIRE RATING, G.C. SHALL REPAIR ANY DAMAGE TO THE EXISTING FIRE RATING AT G.C.'S EXPENSE. 22. G.C. SHALL OBTAIN ARCHITECT'S APPROVAL BEFORE DEMOLITION OF ANY STRUCTURAL COMPONENTS. -TYP. GENERAL NOTES USE APPLICABLE NOTES ONLY 1) THE CONTRACTOR USING THESE DRAWINGS SHALL PERFORM ALL WORK IN ACCORDANDCE WITH NEW YORK STATE AND NEW YORK CITY BUILDING CODES HAVING JURISTICTION. 2.) THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL CONDITIONS AT THE SITE PRIOR TO THE START OF WORK, AND REPORT ANY DISCREPANCIES TO THE ARCHITECT OF RECORD PRIOR EXCAVATION. 3) THE CONTRACTOR PERFORMING THE WORK SHALL OBTAIN ALL BUILDING DEPARTMENT APPROVALS AND REQUIRED PERMITS BEFORE COMMENCEMENT OF WORK. AT THE COMPLETION OF WORK, HE SHALL HAVE ALL THE WORK INSPECTED BY THE BUILDING DEPARTMENT AND SHALL FILE AND OBTAIN A CERTIFICATE OF OCCUPANCY. 4) A PERMITCARD, BEARING THE PERMIT NUMBER, APPLICATION NUMBER, AND LOCATION OF THE PREMISES FOR WHICH THE PERMIT IS ISSUED SHALL BE POSTED OR DISPLAYED AT THE JOB SITE, AS PER SECTION C26-118.4 OF THE NEW YORK CITY BUILDING CODE. 5) TWENTY FOUR HOUR NOTICE OF COMMENCEMENT OF WORK SHALL BE GIVEN TO THE COMMISSIONER OF BUILDINGS AS PER SECTION C26-118.5 OF THE NEW YORK CITY BUILDING CODE. 6) FIVE DAY NOTICE SHALL BE SENT TO ADJOINING PROPERTY OWNERS BEFORE EXCAVTION BY CONTRACTOR AS PER NEW YOTK CITY BUILDING CODE SECTION C26-112.3. 7) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS, AND MIS -ALIGNMENTS ACCORDING TO APPLICABLE CODES, STANDARD AND GOOD PRACTICE. 8) SIDES OF ALL EXCAVATIONS FIVE FEET DEEP OR GREATER MEASURED FROM THE ADJACENT GROUND SURFACE, SHALL BE MAINTAINED BE SHORING, BRACING OR OTHER RETAINING STRUCTURES. ALTERATIVELE, EXCAVATED SLOPES MAY BE INCLINED NOT STEEPER THAN 30 DEGREES, AS PER SECTION C26 -1903.2(a) OF THE NEW YORK CITY CODE. 9) EXCAVATIONS ARE TO BE PROTECTED AS PER SECTION C26-1903.2. 10) SOIL MATERIAL DERECTLY UNDERLYING FOOTINGS, FOUNDATION PIERS AND FOUNDATION WALLS SHALL BE INSPECTED BE A REGISTERED ARCHITECT OR LICENSED PROFESSIONAL ENGINEER BEFORE CONSTRUCTION OF FOOTINGS, 10) SOIL MATERIAL DERECTLY UNDERLYING FOOTINGS, FOUNDATION PIERS AND FOUNDATION WALLS SHALL BE INSPECTED BE A REGISTERED ARCHITECT OR LICENSED PROFESSIONAL ENGINEER BEFORE CONSTRUCTION OF FOOTINGS, 1 1) ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF TWO TONS PER SQUARE FOOR, WHICH IS SUBJECTED TO INSPECTION BY A REGISTERED ARCHITECT OR A LICENSED PROFESSIONAL ENGINEER BEFORE CONSTRUCTION OF FOOTINGS. 12) ALL FOOTINGS SHALL BE 4'-0" BELOW FINISHED GRADE MINIMUM, AND ALL FOOTINGS ADJACENDT TO EXISTING BUILDINGS SHALL MATCH THE ELEVATION OF THE ADJACENT EXISTING UNLESS UNDERPINNING HAS BEED CALLED FOR BY DRAWINGS AND SPECIFUCATIONS. 13) PLAIN CONCRETE NOTES: A: CONCRETE MATERIALS, DESIGN AND CONSTRUCTION SHALL MEET THE REQUIREMENTS OF REFERENCE STANDARD R.S.10-13, SECTION C26-1004.1 OF THE N.Y.C.B.C. B: CONCRETE SHALL BE PROVIDED TO COMPLY WITH METHOD #3 C26 -1004.3(c) OF THE N.Y.C.B.C. OF REFERENCE STANDARD R.S.10-13, SECTION C26-1004.1 OF THE N.Y.C.B.C. -CALCULATED STRESS IN CONCRETE DESIGNED FOR 70% OF BASIC ALLOWABLE STRESS. -LESS THAN 50 YARD POURED. -CONCRETE CERTIFICATION TO BE SUPPLIED BY THE PRODUCER AS TO STRENGHT, GRAINITY, WATER AND MATERIAL OF CONCRETE DELIVERED. --PROVIDE SIX BAGS OF CEMENT PER CUBIC YARD OF CONCRETE. -PROVIDE 6 1/4" GALLONS OF WATER PER BAG OF CEMENT. -ALL CONCRETE TO BE AIR ENTRAINED. -CONCRETE TO BE 2500 PSI AT 28 DAYS UNLESS OTHERWISE INDICATED. -SLUMP TO BE 4 TO 6 INCHES. C: THREE CYLINDERS SHALL BE TESTED FOR EVERY 50 CUBIC YARDS OR FRACTION THEREOF POURED IN ANY GIVEN DAY. 14) ALL FOOTINGS TO BE CARRIED AT LEAST 4'-0" BELOW ADJACENT GROUND LEVEL, BELOW HOUSE DRAINS AND DOWN TO VERGIN SOIL. 15) ALL FOUNDATION WALLS SHALL BE ADEQUATELY BRACED AS REQUIRED UNTIL SUPPORTING FLOORS ARE POURED. 16) All STRUCTURAL STEEL FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST A.S.T.M. SPECIFICATION FOR A-36 STEEL, AND TO MEET THE REQUIREMENTS OF SECTION C26-1005 AND R.S.10-5 AFFIDAVIT OF FABRICATOR TO BE FILED FOR STEEL DESIGNED FOR STRESS OF 18000psi. 17) LINTELS SUPPORTING MASONRY WALLS OVER 4'-0" SHALL BE PROTECTED WITH MATERIALS HAVING THE REQUIRED FIRE RESISTANCE RATING OF THE WALL SUPPORTED, AS PER SECTION C26-502.4 OF N.Y.C. BUILDING CODES, 18) ALL EXPOSED STRUCTURAL STEEL SHALL RECEIVE ONE COAT OF PAINT, ZINC OR BITUMINOUS COATING, OR EQUIVALENT METAL PROTECTION BEFORE ERECTION AS PER RS10-5 SECTION 1.24(d) OF THE N.Y.C.B.C. 19) STRUCTURAL STEEL THAT WILL REMAIN EXPOSED SHALL RECEIVE AN ADDITIONAL COAT OF METAL PROTECTION OF ANOTHER COLOR AFTER ERECTION, RS10-5, SECTION 1.24(d). 20) BRICKS SHALL BE MADE FROM CLAY OR SHALE AS PER A.S.T.M. C62-67, GRADE MW FOR EXTERIOR WALLS, 21) MORTAR SHALL COMPLY WITH A.S.T.M. 270-1964, TYPE M, PROPORTIONED WITH ONE PART OF PORTLAND CEMENT, ONE PART TYPE 11 MASONRY, AND SIX PARTS AGGREGATE. 22) MASONRY UNITS SHALL BE CLEARLY IDENTIFIED TO SHOW THE GRADE OF THE UNIT AND THE COMPRESSIVE STRENGTH, AS REQUIRED ON PLANS, AS PER SECTION C26 -1003.2(a) AND RS10-1-2 OF THE N.Y.C.B.C. 23) WALLS TO BE BONDED INTEGRALLY WITH DUR-O-WALL REINFORCEMENT, BSA# 261-54S.M. OR APPROVED EQUAL. BRICK VENEER TO BE ANCHORED TO FRAME WITH NOT LESS THAN 22 GAUGE CORROSION RESISTANT CORRUGATED STEEL TIES, MINIMUM 7/6" WIDE AT NO MORE THAN 24" VERTICAL INTERVALS AND 32" HORIZONTAL INTERVALS, BUT IN NO CASE LESS THAN ONE TIE PER 3-1/2SF OF WALL AREA. 24) REINFORCED GYPSUM CONCRETE MATERIALS, DESIGN AND CONSTRUCTION SHALL MEET THE REQUIREMENTS OF RS 10-12 SECTION C26-AO08.1 OF THE N.Y.C.B.C. - WLEiDED WIRE FABRIC SHALL BE SECURELY TAGGED SO AS TO IDENTIFY THE TYPE AND GRADE OF STEEL AND SIZE, AS PER SECTION C26-1008.1 -REINFORCING GYPSUM CONCRETE SHALL NOT BE USED WHERE EXPOSED DIRECTLY TO THE WEATHER OR WHERE SUBJECT TO FREQUENT OR CONTINUAL WETTING, AS PER SECTION C26-1008.3 25) ALL WOOD MATERIALS, DESIGNS AND CONSTRUCTION SHALL COMPLY WITH N.Y.C.B.C. 26) ALL LUMBER SHALL BE GRADE MARKED PRIOR TO DELEVERY TO SITE. NO WOOD TO BE USED IN NON --COMBUSTIBLE BUILDINGS. 27) ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR, HEMLOCK WEST COAST, OR SOUTHERN PINE WITH A MINIMUM ALLOWABLE BENDING STRESS OF Fb=140OPSI AND A MODULUS OF ELASTICITY E=1400000PSI 28) ALL ROOF AND FLOOR JOISTS SHALL BE BRACED WITH 1"x3" WOOD CROSS BRIDGING OR APPROVED TYPE METAL CROSS BRIDGING AT 8'-0" O.C. MAXIMUM WITH A MINIMUM OF ONE ROW OF CROSS BRIDGING IF SPAN IS LESS THAN 15'-0". 29) STRUCTURAL PARTS OF WOOD FRAME SHALL BE GREATER THAN 18" ABOVE EXPOSED GROUND SURFACE. ALL POSTS SHALL BE RAISED AT LEAST 3" ABOVE TOP OF SLAB ON GRADE. 30) THE SIZE AND NUMBER OF NAILS SHALL BE IN ACCORDANCE WITH N.Y.C.B.C. BUILT-UP MEMBERS SHALL BE SECURELY BOLTED OR SPIKED TOGETHER. 31) ALL EXTERIOR WALLS SHALL BE FIRESTOPPED. ALL EXPOSED WOOD SHALL BE TREATED WITH PRESERVATIVE OR BE OF EQUAL DECAY RESISTANT SPECIES. 32) ALL EXTERIOR SHEATING SHALL BE 3/4" CDX PLYWOOD. ALL INTERIOR SUB -FLOORING SHALL BE A MINIMUM 3/4" THICK PLYWOOD WITH ONE SIDE SMOOTH FINISH, AS PER RS 10-27. 33) ALL ROOFING SHALL BE CLASS "A" FIBERGLASS SHINGLES FOR SLOPED ROOFS AND 5 PLY BUILT-UP ROOFING WITH 3 COATS OF MOPPED TAR FINISH FOR FLAT ROOFS. 34) PLUMBING: ALL INSTALLTIONS SHALL BE IN ACCORDANCE WITH SECTION P102 AND RS 16-1 PF THE N.Y.C.B.C. - ALL UNDERGROUND BUILDING DRAINS SHALL BE UNCOATED EXTRA HEAVY CAST IRON SOIL PIPE AS PER SECTION P102.4b.2 - HOUSE SEWERS SHALL BE UNCOATED EXTRA HEAVY CAST IRON SOIL PIPE AND FITTINGS AND HAVE A MINIMUM DIMENSION OF 6" AS PER SECTION - ROOF DRAINS SHALL BE CAST IRON OR OTHER CORROSION RESISTANT MATERIAL, AS PER AS PER SECTION P102.4e, 35) ALL HEATING AND AIR CONDITIONING TO COMPLY WITH ARTICLE 12-16 AND THE N.Y.C. ELECTRICAL CODE, 36) THE CONTRACTOR SHALL NOT SCALE OFF DRAWINGS, ALL WRITTEN DIMENSION SHALL HAVE PRECEDENCE OVER (GRAPHIC DIMENSION. 37) CONTRACTOR VERIFY AND BE RESPONSIBLE FOR ALL DIMENSION AND CONDITIONS ON THE JOB. ARCHITECT OR ENGINEER OF RECORD MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSION AND CONDITIONS SHOWN BY THESE DRAWINGS. 38) ALL CONSTRUCTION, DIMENSION, AND DETAILS SHALL CONCUR WITH AND BE DETERMINED FROM THESE DRAWINGS. 39) ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE ASTM SPECIFICATION, APPLICABLE, AND CONFORM TO THE STAMDARDS AND RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES WHERE APPLICABLE. ALL MATERIALS INCORPORATED INTO THE WORK SHALL BE NEW. 40) THE ARCHITECT OF RECORD HAS NOT BEEN RETAINED FOR SUPERVISION AND ASSUMES NO RESPONSIBILITY FOR THE PERFORMANCE OF WORK BEING DONE. 41) A SURVEY BY A DULY LICENSED SURVEYOR, SHOWING THE LOCATION OF THE BUILDING AND ALL REQUIRED ELEVATIONS SHALL BE FILED WITH THE N.Y.C.D.O.B. AS PER CODE. 43) ALL BUILDING LOT LINES, AND GRADES SHALL BE LAID OUT BY A LICENSED SURVEYOR. FINISH NOTES 1. ENSURE THAT SURFACE TO RECEIVE FINISHES ARE CLEAN, TRUE AND FREE OF IRREGULARITIES DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED COMMENCEMENT OF WORK SHALL INDICATE INSTALLER'S ACCEPTANCE OF SUBSTRATE. 2. REPAIR AND PREPARE EXISTING SURFACES SCHEDULED TO REMAIN AS NECESSARY FOR APPLICATION FOR APPLICATION OF NEW FINISHES. 3. CONTRACTOR TO INSURE DELIVERY AND INSTALLATION OF CASEWORK AND FINISH CARPENTRY WILL NOT BE DAMAGED BY OTHER CONSTRUCTION WORK. 4. ALL CODE -REQUIRED LABELS SUCH AS "UL" FACTORY MUTUAL OR ANY EQUIPMENT IDENTIFICATION PERFORMANCE RATING, NAME OR NOMENCLATURE PLATES SHALL REMAIN READABLE AND NOT PAINTED. 5. THE CONTRACTOR SHALL PATCH SURFACES TO MATCH ADJACENT IN A MANNER SUITABLE TO RECEIVE FINISHES, 6. COORDINATE WITH OWNER'S DESINATED REPRESENTATIVE FOR DELIVERY AND PLACEMENT OF ALL FURNITURE AND WALL -HUNG EQUIPMENT. 7. REFER TO FINISH SCHEDULE FOR SPECIFIED FINISHES. 8. REFER TO INTERIOR ELEVATIONS FOR MOUNTING HEIGHTS REQUIRMENTS. PLUMBING NOTES 1 . ALL ERECTION, INSTALLTION, ALTERATION, REPAIRS, RELOCATION, REPLACEMENT, ADDITION TO PLUMBING SYSTEM SHALL CONFORM TO THE PLUMBING CODE OF N.Y.S. OF MAY 2002 THE INSTALLATION OF FUEL GAS DISTRIBUTION PIPING AND EQUIPMENT, FUEL GAS-FIRED WATER HEATERS, AND WATER HEATER VENTIG SYSTEMS SHALL BE REGULATED BY THE FUEL GAS CODE OF NEW YORK STATE, REFERENCED STANDARD, CITY, TOWN VILLAGE OR COUNTY APPLICABLE PROVISION OF LOCAL LAW 2. THE SANITARY DRAINAGE SYSTEM SHALL BE INSTALLED IN COMPLIANCE WITH CHAPTER 7 OF THE PLUMBING CODE OF N.Y.S. AND TABLE 709,710 3. THE MATERIALS USED IN THE PLUMBING SYSTEMS SHALL CONFORM TO ONE OF THE STANDARD LISTED IN THE TABLE OF SECTION 702. 4. EQUIPMENT HOOK UP AND THE JOINING OF PIPING WILL BE IN FULL COMPLIANCE WITH SECTION 704 TO 707 5. ALL PLUMBING PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH CHAPTER 3 SECTION 308 OF THE PLUMBING CODE OF NEW YORK STATE. 6. TRAPS, INTERCEPTORS AND SEPERATORS SHALL BE INSTALLED AND COMPLIED WITH THE REQUIREMENTS OF CHAPTER 10 OF THE PLUMBING CODE OF N.Y.S. 7. VENT PIPING FOR THE SANITARY DRAINAGE SYSTEM OF THE BUILDING WILL BE INSTALLED IN ACCORDANCE TO CHAPTER 9 OF THE PLUMBING CODE OF N.Y.S. 8. WATER SUPPLY AND DISTRIBUTION TO COMOLY WITH CHAPTER 6 OF THE PLUMBING CODE OF N.Y.S. MINIMUM SIZE OF A FIXTURE SUPPLY PIPE SHALL BE AS SHOWN IN TABLE 604.5 MATERIAL SHALL CONFORM TO THE RESPECTIVE PIPE STANDARD OR AS LISTED IN TABLE 605.5 AND TO NSF 61. 9. INDIRECT/SPECIAL WASTE CONNECTION FOR FOOD -HANDLING ESTABLISH EMENTS, SWIMMING POOLS, ETC... SHALL BE INSTALLED INACCORDANCE WITH CHAPTER 8 OF THE PLUMBING CODE OF NEW YORK STATE. 10. STORM DRAINAGE, MATERIALS, DESIGN, CONSTRUCTION AND INSTALLATION TO COMPLY WITH CHAPTER 11 OF THE PLUMBING CODE OF NEW YORM STATE. MATERIALS TO CONFORM TO THE STANDARD LISTED IN TABLE 1102.4, 1102.5 SMOKE DETECTOR NOTES 1) SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FRON THE BUILDING WIRING WITH NO SWITCHES IN THE CIRCUIT OTHER THAN THE OVER CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT. 2) APPROVED AND OPERATIONAL SMOKE DETECTINGDEVICES SHALL BE INSTALLED IN MECHANICAL ROOMS, ELECTRICAL SWICTH GEAR ROOMS AND TELEPHONE CLOSETS OVER 75 SQ.FT. IN FLOOR AREA IN ALL BUILDINGS. 3) SMOKE DETECTORS SHALL BE PROVIDED IF THE COST OF IMPROVEMENT EXCEEDS THE SUM ONE HUNDRED FIFTY THOUSAND DOLLARS OR THERE HAS BEEN A CHANGE IN THE OCCUPANCY OR USE OF THE STRUCTURE, 4) ALL DETECTORS TO BE COMBINATION SMOKE & CARBON MONOXIDE. LEGEND EXIST. WALLS & CONDITIONS EXIST. WALLS TO BE REMOVED NEW INTERIOR WALL (SEE PARTITION TYPE & DETAILS) NEW EXTERIOR WALL (SEE PARTITION TYPE & DETAILS) SD SMOKE DETECTOR �N DOOR TAG OWINDOW TAG 02 303 02 pA310 0'%/ 01 03 04 HEE X02 01 REVISION CLOUD PARTITION TYPE DETAIL REFERENCE SECTION REFERENCE ELEVATION TAG EXTERIOR ELEVATION INTERIOR ELEVATIONS E = EXISTING N = NEW R = RELOCATED E = EXISTING N = NEW PERMIT AMENDMENT SET 01.03.08 REVISION ISSUE DATE ROCKYLEDGE FISHERS ISLAND, NEW YORK KINLIN RUTHERFURD ARCHITECTS 330 WEST 38TH STREET, 10TH FLOOR, SUIT 1006 TEL: (212) 695-2988 NEW YORK, NEW YORK 10018 FAX: (775) 582-1736 GENERAL NOTES HALF SCALE PROJECT: 64 APPROXIMATE: HIGH WATER LIMITS OF FLOOD ZONE PER FIRM PANEL 38 OF 1026; MAY 4, 1998_ I MAP NO. 3610>00038C 0 0 0 Z l� OO I�� APPROXIMATE HIGH WATER LIMITS OF FLOOD ZONE PER FIRM PANEL 38 0F__,, 1026; MAY 4, 1998 MAP NO. 3610ZC003EC a Z' POR TER J. C OSS IRON PIPE M. S. / (FOUND) - 10" CHERRY (FOUND)/ N 89°26 0„ I �, 6 40' E , IRON PIPE CESS POOL C� / co N S 41°34'CO" E 28.37' ` S 41 °34'00' E \\ Z� 10.00' h. G ± AC -� 84.57'00 W --------- 0.8'± 11 4.1 n CESS s 8 48, OO�J FOOL 7 \�— CESS POOL CESS 'b" POOL BOX CESS – POOL '�- Vb''LM/NSTON TRUST C0MPAN aS TRUSTEE �v THO�/AS L. DUPONT 70 vo � 28-6 11 27-4 PORTION PORTION 25-15 N 28-10 28-11 27-7 27 -IA 27 -IH 27-5 27-8 29-1 29-11 29-10 29-2 29-9 PORTION 29-6 29-8 26-12 32-3 29-7 6 PORTION 29-8 7-2-a !ZP LOCATION MAP SCALE 1 "=400' NOTE: TH15 DRAWING PREPARED BY KINLIN RUTIIERFURD ARCHITEC75 IS BA5ED ON SURVEY MAP PREPARED FOR ROCKY LEDGE, INC., BLOCK 28, LOTS 8, 9 AND I G, 1`15HER5 15LAND, NEW YORK BY CME ENGINEERING, LAND SURVEYING 4 ARCHITECTURE, PLLC 1 10 BROADWAY, NORWICH, CT 0(300, DATED 03/3 1 /2004. S 34'40'10" E 23.91 ' i 60` POLE - #402 00- o MON. (FOUND) 01 SITE PLAN 1:30 PERMIT AMENDMENT SET 01.03.08 REVISION ISSUE DATE ROCKYLEDGE FISHERS ISLAND, NEW YORK KINLIN RUTHERFURD ARCHITECTS 330 WEST 38TH STREET, 10TH FLOOR, SUIT 1006 TEL: (212) 695.2988 NEW YORK, NEW YORK 10018 FAX: (775) 582-1736 SITE PLAN HALF SCALE PROJECT: 64 A020 MODIFIED CONSTRUCTION 01 MODIFIED FIRST FLOOR PLAN 1/8"=I' -o" APPROVED CONSTRUCTION 01 APPROVED FIRST FLOOR PLAN 1/8"=l' -o' PERMIT AMENDMENT SET 01.03,08 REVISION ISSUE DATE ROCKYLEDGE FISHERS ISLAND, NEW YORK KINLIN RUTHERFURD ARCHITECTS 330 WEST 38TH STREET, 10TH FLOOR, SUIT 1006 TEL: (212) 695-2988 NEW YORK, NEW YORK 10018 FAX: (775) 582-1736 FIRST FLOOR PLAN HALF SCALE PROJECT: 64 A DM A nC ni1=lAi XAinDV Alnl r'LJ A KInC -r r1 u A'T'nu117!n A n17 A 01 FIRST FLOOR PLAN 1/4'=1'-0" PERMIT AMENDMENT SET 01.03.08 REVISION ISSUE DATE ROCKYLEDGE FISHERS ISLAND, NEW YORK KINLIN RUTHERFURD ARCHITECTS 330 WEST 38TH STREET, 10TH FLOOR, SUIT 1006 TEL: (212) 695-2988 NEW YORK, NEW YORK 10018 FAX: (775) 582-1736 MODIFIED FIRST FLOOR PLAN HALF SCALE PROJECT: 64 00 41 (I.) 02 NORTH ELEVATION i/8•=l'-D• AREA OF NEW WORK 01 EAST ELEVATION PERMIT AMENDMENT SET 01.03.08 REVISION ISSUE DATE ROCKY LEDGE FISHERS ISLAND, NEW YORK KINLIN RUTHERFURD ARCHITECTS 330 WEST 38TH STREET, 10TH FLOOR, SUIT 1006 TEL: (212) 695.2988 NEW YORK, NEW YORK 10018 FAX: (775) 582-1736 EXTERIOR ELEVATIONS HALF SCALE PROJECT: 64 MO CHANGE TO SIDE ELEVATION 0 SIDE ELEVATION lJ 1/8•=1'-0' 03 SOUTH ELEVATION I ,REA OF EW WORK O1 WEST ELEVATION 1/a•=1'—o• PERMIT AMENDMENT SET 01.03.08 REVISION ISSUE DATE ROCWY LEDGE FISHERS ISLAND, NEW YORK KINLIN RUTHERFURD ARCHITECTS 330 WEST 38TH STREET, 10TH FLOOR, SUIT 1006 TEL: (212) 695-2988 NEW YORK, NEW YORK 10018 FAX: (775) 582-1736 EXTERIOR ELEVATIONS HALF SCALE PROJECT: 64 DECKING MATERIAL IPE PRESSURE TREATED 2X10 JOIST PRESSURE TREATED (2)2X10 RIMJOIST CI)T.O. EXISTING FINISH FLOOR--- --- — ____ \---------------___-___—___—_ ----- — ELEV. 0'-0" — — ,%T.0. NEW DECK ELEV. —0' 7-1/2" I � PRESSURE TREATED (2)2x10 BEAM — II \III—III \ III—I, SIMPSON BC46 POST CAP OR EQUAL— PRESSURE QUAL PRESSURE TREATED 6x6 POST SIMPSON AB66 POST BASE OR EQUAL 12" CONCRETE PIER 0 a a a ° I I1 11111III1 I I 1 11-11 7/1—'11I a IIIIII—IIIIIII IIII 1=III=III IIIIIIIII-1111 � — —=— d d d =1 = _ _ 2" x 6" @ 16 O.C. COPPER ROOF 1X CEDAR TRIM IX CEDAR TRIM 1X CEDAR TRIM 1X CEDAR TRIM 2" x 6" 3/" FINISH FLOOR %4" PLYWOOD SUBFLOOR -- -- - --'III ���� 2" x 10 JOIST �'I / r -- — i —I ISI IIS—I ~-11 III =1 I II —I I! X — �! !__-___ I —�! ice' —I I �'-- --' I �-I ! I•""`i I !- �I_I � ! !� /�/� / -�+,- 12 CMU I-- ! I� —. IQ►.III-I �iIII—III—c'r� - d — - -- — = =ilkII- E SLEEPERS @ 16 o.c. EXISTING SLAB EXISTING FOUNDATION 01 SECTION AT NEW ADDITION i*st'-o' PERMIT AMENDMENT SET 01.03.08 REVISION ISSUE DATE ROCKYLEDGE FISHERS ISLAND, NEW YORK JOE p k/e TF C� KINLIN RUTHERFORD ARCHITECTS 330 WEST 38TH STREET, 10TH FLOOR, SUIT 1006 TEL: (212) 695-2988 NEW YORK, NEW YORK 10018 FAX: (775) 582-1736 BUILDING SECTION HALF SCALE PROJECT: 64 RAILING TO MATCH EXISTING RAILING ABOVE BACK PORCH DECKING MATERIAL IPE OR MAHOGANY TBD PRESSURE TREATED 2X10 JOIST PRESSURE TREATED 2X8 RIMJOIST \ T.O. NEW DECK ELEV. —0' 7-1/2" FASCIA (PAINTED) LATTI CE PRESSURE TREATED 44 POST POST BASE 12" CONCRETE PIER V I°1►ri SECTION AT NEW DECK W Z 0 Li - 0 J LLJ m EXISTING WALL TO MATCH EXISTING DETAIL NEW WOOD SIDING TO MATCH EXISTING R-13 INSULATION BETWEEN STUDS 3/4" EXTERIOR GRADE PLYWOOD SHEATING #15 BUILDING FELT W/ 4" MIN. LAP 4i,T.O. EXISTING FINISH FLOOR ELEV. 0'-0" (2) 2" x 10" RIMJOIST FLASHING 2" OVERHARHANG STONE VANEER 2" RIGID INSULATION OVER -111-I I I-111-111-1 LIQUID APPLIED WATERPROOFING GROUT I I=1 I I=1 I I1 I I I I—III �4 11�a4�1 i :h; \y 12" CMU XA CLEANED, CRUSHED STONE— —I!k� V4111 1=1I 1= c 4 4 TILE DRAIN T Y� -III-III-III 5/8" GYP. BD. EXISTING FLOOR SYSTEM 3/" FINISH FLOOR %" PLYWOOD SUBFLOOR 2" x 10" JOIST 01 SECTION AT NEW ADDITION 1 "=1'-0' PERMIT AMENDMENT SET 01.03.08 REVISION ISSUE DATE ROCKYLEDGE FISHERS ISLAND, NEW YORK ED ARC 0 p2gg01 yob of t!E`0 KINLIN RUTHERFURD ARCHITECTS 330 WEST 38TH STREET, 10TH FLOOR, SUIT 1006 TEL: (212) 695-2988 NEW YORK, NEW YORK 10018 FAX: (775) 582-1736 BUILDING SECTION HALF SCALE PROJECT: 64 r l,' 5 it, 1 TYP. INTERIOR WALL DETAIL-N.T.S. <2 TYP. I HR EXTERIOR WALL-N.T.S. <3 2 x 4 WOOD STUDS @ 16" o.c. (TYP.) SOUND ATTENUATION BLANKET BETWEEN ROOMS 5/8" FC "X" GYP. BD. 1 LAYER PER SIDE (FINISH TO EXTEND TO CEILING) NEW EXTERIOR FINISH TO MATCH EXISTING (SEE ELEVATIONS) 2 x 4 WOOD STUDS @ 16" o.c. (TYP.) SOUND ATTENUATION BLANKET BETWEEN ROOMS 5/8" FC "X" GYP. BD. 1 LAYER PER SIDE (FINISH TO EXTEND TO CEILING) 5/8" EXTERIOR GRADE GYP. BD. SHEATHING OR 3/4" EXTERIOR GRADE PLYWOOD SHEATHING BUILDING PAPER TYP. TILED PARTITION CERAMIC TILE ON THINSET MORTAR BED (BATHROOM SIDE) 2 x 4 WOOD STUDS @ 16" o.c. (TYP.) SOUND ATTENUATION BLANKET BETWEEN ROOMS (1) LAYER 5/8" GYP. BD. 5/8" MOISTURE—RESISTANT GYP. BD. (BATHROOM SIDE) PERMIT AMENDMENT SET 01.03.08 REVISION ISSUE DATE ROCKYLEDGE FISHERS ISLAND, NEW YORK KINLIN RUTHERFURD ARCHITECTS 330 WEST 38TH STREET, 10TH FLOOR, SUIT 1006 TEL: (212) 695-2988 NEW YORK, NEW YORK 10018 FAX: (775) 582-1736 CONSTRUCTION D ETAI LS HALF SCALE PROJECT: 64 I W w 6'-8 1/4" 6'-8 1/4" 6'-8 1/4" 6'-8 1/4" 6'-8 1/4" 6'-8 1/4" T 15 — / -'-7z / 12" CONCRETE PIER / / / / '' ! ' / / / % / // i N TIE NEW FOUNDATION TO EXISTING FOUNDATION W/12" LONG GALVANIZED 02Y 02 #5 DOWELS @ 12" O.C. VERTICALLY. 4o 4o NOTCH INTO THE EXISTING FOUNDATION WALL AS REQUIRED, SET W/ EPDXY GROUT (TYPICAL WHERE SHOWN) NOTE: NO WORK TO BE DONE TO EXISTING FOUNDATION IN HATCHED AREA EXISTING FOUNDATION WALL TOP OF NEW FOUNDATION WALL MATCHES HEIGHT OF / EXISTING FOUNDATION WALL/Ji V1 F / EXISTING FOOTING BELOW 77 r-- i 13' LINE OF NEW / / / / / / 1 /` / 01 CONCRETE I o1 I/ /J / i/ / /' / / % / ; " ,'1 40 FOOTING BELOW I =0'� ' i, ' EXISTING FOUNDATION WALL EXISTING FOOTING BELOWIJ / Al I / � I I' ' FOUNDATION LEGEND C — — — — LINE OF FOOTING NEW FOUNDATION EXISTING FOUNDATION TO REMAIN ABBREVIATIONS (E) EXISTING (N) NEW 01 FOOTING & FOUNDATION WALL PLAN , 1/4'=1'-0" / PERMIT AMENDMENT SET 01.03.08 REVISION ISSUE DATE ROCKYLEDGE FISHERS ISLAND, NEW YORK KINLIN RUTHERFURD ARCHITECTS 330 WEST 38TH STREET, 10TH FLOOR, SUIT 1006 TEL: (212) 695-2988 NEW YORK, NEW YORK 10018 FAX; {775) 582-1736 FOUNDATION PLAN HALF SCALE PROJECT: 64 PRESSURE TREATED 4X4 POST SET ON 12" CONCRETE PIER WITH SIMPSON AB66 POST BASE (OR EQUAL) NEW STRUCTURE TIED INTO EXISTING AT SAME HEIGHT 01 40 N W PRESSURE TREATED (2)2X10 RIMJOIST PRESSURE TREATED (2)2x10 BEAM SET ON 6x6 POST WITH SIMPSON BC46 POST CAP (OR EQUAL) DDCCCI IDC TOC A TCrI F VG DUCT CCT I\AI 41)" NOTE: NO WORK TO BE DONE TO EXISTING STRUCTURE. 01 FLOOR FRAMING PLAN 1/4-4-0' PERMIT AMENDMENT SET 01.03,08 REVISION ISSUE DATE ROCKYLEDGE FISHERS ISLAND, NEW YORK KINLIN RUTHERFURD ARCHITECTS 330 WEST 38TH STREET, 10TH FLOOR, SUIT 1006 TEL: (212) 695-2988 NEW YORK, NEW YORK 10018 FAX: (775) 582-1736 FLOOR FRAMING PLAN HALF SCALE PROJECT: 64 S102 NOTE: NO WORK TO BE DONE j TO EXISTING ROOF. 2 10 2 6 01 ROOF FRAMING PLAN 1 /4"=r-0" PERMIT AMENDMENT SET 01,03.08 REVISION ISSUE - DATE ROCKY LEDGE FISHERS ISLAND, NEW YORK KINLIN RUTHERFURD ARCHITECTS 330 WEST 38TH STREET, 10TH FLOOR, SUIT 1006 TEL: (212) 695-2988 NEW YORK, NEW YORK 10018 FAX: (775) 582-1736 ROOF FRAMING PLAN HALF SCALE PROJECT: 64 S103 V SHEET LOG ISSUED SHEET DESCRIPTION X A001 TITLE SHEET X A002 GENERAL NOTES S X A020 SITE PLAN © X A031 DEMOLITION PLAN: FIRST FLOOR X A032 DEMOLITION PLAN: SECOND FLOOR X A033 DEMOLITION PLAN: THIRD FLOOR X A101 CONSTRUCTION PLAN: FIRST FLOOR X A102 CONSTRUCTION PLAN: SECOND FLOOR X A103 CONSTRUCTION PLAN: THIRD FLOOR X A201 ELEVATIONS X A202 ELEVATIONS X A431 CONSTRUCTION DETAILS X A501 WINDOW SCHEDULE X A502 WINDOW SCHEDULE X A503 WINDOW SCHEDULE X A504 DOOR SCHEDULE X A505 DOOR SCHEDULE RUufrK%uf LEDuL FISHERS ISLAND F NEW YORK TAX MAP: 1000 o SECTION: 007 BLOCK: i, LOT 1 V"MERWRITERS CERTIFICATE REQUIRED CERTIFICATION OF FAILING & CONNECTIONS REQUIRED. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OFT CODES OF NEW YORK STATE. OCCUPANCY OR USE IS UNLAWFUL V11TROUT CERTIFICATE OF OCCUPANCY APPROVED AS NOTED DATE: B.P.4 `3x� FEE: BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED 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. l c •'�"`' PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPL Y SYSTEM,? CANNOT EXCEED 2110 OF 1 % LEAD. PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING PERMIT SET SCHEMATIC DESIGN RMSION I.S: ROCKYLEDGE FISHERS ISLAND, NEW YORK 12.19.05 08.29.05 DATE KINLIN RUTHERFURD ARCHITECTS 145 WEST 30TH STREET,11TH FLOOR TEL: (212) 695.2988 NEW YORK, NEW YORK 10001 FAX: (775) 582-1736 TITLE PAGE FULL SCALE PROJECT: 64 Cl 0 en M N 0 GENERAL NOTES 1) THE CONTRACTOR USING THESE DRAWINGS SHALL PERFORM ALL WORK IN ACCORDANCE WITH NEW YORK STATE AND APPLICABLE CODES HAVING JURISTICTION. 2) THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL CONDITIONS AT THE SITE PRIOR TO THE START OF WORK, AND REPORT ANY DISCREPANCIES TO THE ARCHITECT OF RECORD PRIOR EXCAVATION. 3) THE CONTRACTOR PERFORMING THE WORK SHALL OBTAIN ALL REQUIRED PERMITS BEFORE COMMENCEMENT OF WORK. AT THE COMPLETION OF WORK, HE SHALL HAVE ALL WORK INSPECTED BY THE BUILDING DEPARTMENT AND SHALL FILE AND OBTAIN A CERTIFICATE OF OCCUPANCY. 4) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORSION, AND MIS—ALIGMENTS ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD PRACTICE. 5) ALL WOOD MATERIALS, DESIGNS AND CONSTRUCTION SHALL COMPLY WITH APPLICABLE CODES HAVING JURISTICTION. 6) ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR, HEMLOCK WEST COAST, OR SOUTHERN PINE WITH A MINIMUM ALLOWABLE BENDING STRESS OF Fb=1400PSI AND A MODULUS OF ELASTICITY OF E=1400000PSI. 7) ALL ROOF AND FLOOR JOISTS SHALL BE BRACED WITH 1 "x3" WOOD CROSS BRIDGING OR APPROVED TYPE METAL CROSS BRIDGING AT 8'-0" O.C. MAXIMUM WITH A MINIMUM OF ONE ROW OF CROSS BRIDGING IF SPAN IS LESS THAN 15-0". 8) STRUCTURAL PARTS OF WOOD FRAME SHALL BE GREATER THAN 18" ABOVE EXPOSED GROUND SURFACE. ALL POSTS SHALL BE RISED AT LEAST 3" ABOVE TOP OF SLAB ON GRADE. 9) THE SIZE AND NUMBER OF THE NAILS SHALL BE IN ACCORDANCE WITH THE APPLICABLE CODES HAVING JURISTICTION. BUILT—UP MEMBERS SHALL BE SECURELY BOLTED OR SPIKED TOGETHER. 10) ALL EXTERIOR WALLS SHALL BE FIRESTOPPED. ALL EXPOSED WOOD SHALL BE TREATED WITH PRESERVATIVE OR BE OF EQUAL DECAY RESISTANT SPECIES. 11) ALL EXTERIOR SHEATING SHALL BE 3/4" CDX PLYWOOD. ALL INTERIOR SUB—FLOORING SHALL BE A MINIMUM 3/4" THICK PLYWOOD WITH ONE SIDE SMOOTH FINISH, AS PER RS 10-27. 12) ALL ROOFING SHALL BE CLASS "A" FIBERGLASS SHINGLES FOR SLOPED ROOFS AND 5 PLY BUILT—UP ROOFING WITH 3 COATS OF MOPPED TAR FINISH FOR FLAT ROOFS. 13) PLUMBING: ALL INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE APPLICABLE CODES HAVING JURISTICTION. — ALL UNDERGROUND BUILDING DRAINS SHALL BE UNCOATED EXTRA HEAVY CAST IRON SOIL PIPE. — HOUSE SEWERS SHALL BE UNCOATED EXTRA HEAVY CAST IRON SOIL PIPE AND FITTINGS AND HAVE A MINIMUM DIMENSION OF 6" AS PER SECTION. — ROOF DRAINS SHALL BE CAST IRON OR OTHER CORROSION RESISTANT MATERIAL. - 14) ALL HEATING TO COMPLY WITH APPLICABLE CODES HAVING JURISTICTION. THE CONTRACTOR SHALL NOT SCALE OFF DRAWINGS, ALL WRITTEN DIMENSION SHALL HAVE. PRECEDENCE OVER GRAPHIC DIMENSION. 15) THE CONTRACTOR VERIFY AND BE RESPONSIBLE FOR ALL DIMENSION AND CONDITIONS ON THE JOB. 16) ARCHITECT OR ENGINEER OF RECORD MUST BE NOTIFIED OF ANY VARIATION FROM THE :DIMENSION AND CONDITIONS SHOWN BY THESE DRAWINGS. 17) ALL CONSTRUCTION, DIMENSION, AND DETAILS SHALL CONCUR WITH AND BE DETERMINEE FROM THESE DRAWINGS. 18) ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE ASTM SPECIFICATION, APPLICABLE, AND CONFORM TO THE STANDARDS AND RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES WHERE APPLICABLE. ALL MATERIALS INCORPORATED INTO THE WORK SHALL BE NEW. 19) THE ARCHITECT OF RECORD HAS NOT BEEN RETAINED FOR SUPERVISION AND ASSUMES ;;0 RESPONSABILITY FOR THE PERFORMANCE OF WORK BEING DONE. 20) ALL BUILDING LOT LINES, AND GRADES SHALL BE LAID OUT BY A LICENSED SURVEYOR. FINISH NOTES 1 . ENSURE THAT SURFACE TO RECEIVE FINISHES ARE CLEAN, TRUE AND FREE OF IRREGULARITIES DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED COMMENCEMENT OF WORK SHALL INDICATE INSTALLER'S ACCEPTANCE OF SUBSTRATE. 2. REPAIR AND PREPARE EXISTING SURFACES SCHEDULED TO REMAIN AS NECESSARY FOR APPLICATION FOR APPLICATION OF NEW FINISHES. 3. CONTRACTOR TO INSURE DELIVERY AND INSTALLATION OF CASEWORK AND FINISH CARPENTRY' WILL NOT BE DAMAGED BY OTHER CONSTRUCTION WORK. 4. ALL CODE—REQUIRED LABELS SUCH AS "UL" FACTORY MUTUAL OR ANY EQUIPMENT IDENTIFICATION PERFORMANCE RATING, NAME OR NOMENCLATURE PLATES SHALL REMAIN READABLE AND NOT PAINTED. 5. THE CONTRACTOR SHALL PATCH SURFACES TO MATCH ADJACENT IN A MANNER SUITABLE TO RECEIVE FINISHES. 6. COORDINATE WITH OWNER'S DESINATED REPRESENTATIVE FOR DELIVERY AND PLACEMENT OF ALL FURNITURE AND WALL—HUNG EQUIPMENT. 7. REFER TO FINISH SCHEDULE FOR SPECIFIED FINISHES. 8. REFER TO INTERIOR ELEVATIONS FOR MOUNTING HEIGHTS REQUIRMENTS. PLUMBING NOTES 1 . ALL ERECTION, INSTALATION, ALTERATION, REPAIRS, RELOCATION, REPLACEMENT, ADDITION TO PLUMBING SYSTEM SHALL CONFORM TO THE PLUMBING CODE OF N.Y.S. OF MAY 2002 THE INSTALLATION OF FUEL GAS DISTRIBUTION PIPING AND EQUIPMENT, FUEL GAS—FIRED WATER HEATERS, AND WATER HEATER VENTIG SYSTEMS SHALL BE REGULATED BY THE FUEL GAS CODE OF NEW YORK STATE, REFERENCED STANDARD, CITY, TOWN VILLAGE OR COUNTY APPLICABLE PROVISION OF LOCAL LAW 2. THE SANITARY DRAINAGE SYSTEM SHALL BE INSTALLED IN COMPLIANCE WITH CHAPTER 7 OF THE PLUMBING CODE OF N.Y.S. AND TABLE 709,710 3. THE MATERIALS USED IN THE PLUMBING SYSTEMS SHALL CONFORM TO ONE OF THE STANDARD LISTED IN THE TABLE OF SECTION 702. 4. EQUIPMENT HOOK UP AND THE JOINING OF PIPING WILL BE IN FULL COMPLIANCE WITH SECTION 704 TO 707 5. ALL PLUMBING PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH CHAPTER 3 SECTION 308 OF THE PLUMBING CODE OF NEW YORK STATE. 6. TRAPS, INTERCEPTORS AND SEPERATORS SHALL BE INSTALLED AND COMPLIED WITH THE REQUIREMENTS OF CHAPTER 10 OF THE PLUMBING CODE OF N.Y.S. 7. VENT PIPING FOR THE SANITARY DRAINAGE SYSTEM OF THE BUILDING WILL BE INSTALLED IN ACCORDANCE TO CHAPTER 9 OF THE PLUMBING CODE OF N.Y.S. 8. WATER SUPPLY AND DISTRIBUTION TO COMOLY WITH CHAPTER 6 OF THE PLUMBING CODE OF N.Y.S. MINIMUM SIZE OF A FIXTURE SUPPLY PIPE SHALL BE AS SHOWN IN TABLE 604.5 MATERIAL SHALL CONFORM TO THE RESPECTIVE PIPE STANDARD OR AS LISTED IN TABLE 605.5 AND TO NSF 61. 9. INDIRECT/SPECIAL WASTE CONNECTION FOR FOOD—HANDLING ESTABLISHEMENTS, SWIMMING POOLS, ETC... SHALL BE INSTALLED INACCORDANCE WITH CHAPTER 8 OF THE PLUMBING CODE OF NEW YORK STATE. 10. STORM DRAINAGE, MATERIALS, DESIGN, CONSTRUCTION AND INSTALLATION TO COMPLY WITH CHAPTER 11 OF THE PLUMBING CODE OF NEW YORM STATE. MATERIALS TO CONFORM TO THE STANDARD LISTED IN TABLE 1102.4, 1102.5 SMOKE NOTES -ft-�3, 1) SMOKE DEFECTORS SHALL RECEIVE THEIR PRIMARY POWER FRON THE BUILDING WIRING WITH NO SWITCHES IN THE CIRCUIT OTHER THAN THE OVER CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT. 2) ALL DETECTORS TO BE COMBINATION SMOKE & CARBON MONOXIDE. LEGEND m EXIST. WALLS & CONDITIONS EXIST. WALLS TO BE REMOVED NEW INTERIOR WALL (SEE PARTITION TYPE & DETAILS) NEW EXTERIOR WALL (SEE PARTITION TYPE & DETAILS) SD SMOKE DETECTOR ODOOR TAG OWINDOW TAG 02 303 02 310 04/A-201 ,7777, 03 04 HEE 02 01 REVISION CLOUD PARTITION TYPE Ll�Lll>��1��1:��►L�I� SECTION REFERENCE ELEVATION TAG EXTERIOR ELEVATION INTERIOR ELEVATIONS PERMIT SET 12.19.05 SCHEMATIC DESIGN 08.29.05 REVISION ISSUE DATE ROCKYLEDGE FISHERS ISLAND, NEWYORK .A �j�T�• p29q°��pfi KINLIN RUTHERFURD ARCHITECTS 145 WEST 30TH STREET, 11TH FLOOR TEL: (212) 695.2988 NEW YORK, NEW YORK 10001 FAX: (775) 582-1736 GENERAL NOTES FULL SCALE PROJECT: 64 X11 tn O O N :9i APPROXIMATE: HIGH WATER' LIMITS OF FLOOD ZONE PER FIRM PANEL 38 OF 1026; MAY 4, 1998 MAP NO. 36103CO038C O m w 0 Q �� 0 Z APPROXIMATE, HIGH WATER LIMITS OF FLOOD ZONE .' PER FIRM PANEL 38 OF __,- 1026; MAY 4, 1998 MAP NO. 36103CO038C IRON PIPE N/F �o PORTER J. GOSS N 6% M.S. CESS POOL S 41 °34'00" E 28.37' S 41'34'00" E 10.00' ACRES-sX6.96 ,- S 84°5�-°° W 0.8'+- 4. '±4. A °om CESS POOL S �8 CESS CO, POOL CESS "D" _ POOL BOX CESS POOL N/F WILMINGTON TRUST COMPANY, AS TRUSTEE & THOMAS L. DUPONT 28-6k27-4 27-1A 27-1B 27-5 .7 )27-8 PORTION PORTION 28-15 N 28 -LO 28-11 27-7 29-10 29-11 29-1 29-2 32-3 PORTION 29-8 ` 7-2-4 ZP LOCATION MAP SCALE 1 "=400' NOTE: THIS DRAWING PREPARED BY KINLIN RUTHERFURD ARCHITECTS IS BASED ON SURVEY MAP PREPARED FOR ROCKY LEDGE, INC., BLOCK 28, LOTS 8, 9 AND I G, FISHERS ISLAND, NEW YORK BY CME ENGINEERING, LAND SURVEYING t ARCHITECTURE, PLLC 110 BROADWAY, NORWICH, CT 06360, DATED 03/31/2004. J jCD ES MON. (FOUND) �6 1t S S 34'40'10" E ?3.91' POLE 402 MON. (FOUND) 01 SITE PLAN 1:30 PERMIT SET 12.19.05 SCHEMATIC DESIGN 08.29.05 REVISION ISSUE DATE ROCKY LEDGE FISHERS ISLAND, NEW YORK KINLIN RUTHERFURD ARCHITECTS 145 WEST 30TH STREET, 11TH FLOOR TEL' (212) 695-2988 NEW YORK, NEW YORK 10001 FAX: (775) 582-1736 SITE PLAN FULL SCALE PROJECT: 64 �1 1 EXISTING WINDOW AND FRAME TO BE REMOVED IN ITS ENTIRETY. MODIFY EXISTING OPENING TO ACCOMMODATE NEW WINDOW. EXISTING WOOD SHINGLES TO BE REMOVED IN THEIR EN'1RETY AT PORCH AREA ONLY. EXCAVATE AS REQUIRED TO ACCOMMODATE NEW STAIR FOUNDATION EXISTING DOOR AND FRAME TO BE REMOVED IN THEIR ENTIRETY. MODIFY OPENING TO ACCOMMODATE NEW DOOR. RELOCATE (2) DISHWASHERS. REPLACE SINKS EXISTING WINDOW TO BE REMOVED IN ITS ENTIRETY. EXISTING WINDOWS TO BE REMOVED IN THEIR ENTIRETY. MODIFY EXISTING OPENING TO ACCOMMODATE NEW DOORS WITH SIDEUTES. REMOVE ALL CABINETRY, APPLIANCES AND LIGHT FIXTURES. EXISTING RAILING, COLUMNS AND SCREEN TO BE REMOVED IN THEIR ENTIRETY. 111 CUT NEW OPENING X TO ACCOMMODATE NEW DOOR. PORCH EXISTING STAIR TO BE REMOVED IN ITS ENTIRETY DN ol DW I i .00A SINK I I I MO SINK I ( II I I KITCHEN ❑ ❑ 13 U REMOVE WALLS, \ DOORS AND CASINGS RELOCATE RANGE AS SHOWN. AND REFRIGERATOR I RELOCATE TOILET 00 L.L 0� IPO DER RO I PiNTRY EXISTING DOORS AND FRAME TO BE REMOVED IN THEIR ENTIRETY. SITTING ROOM LAUNDRY ROOM `—RELOCATE LAVATORY. LAVATORY TO BE SAVED AND REUSED IN NEW RECONFIGURED POWDER ROOM. RELOCATE SINK. REMOVE WALLS, DOORS, CASINGS AND CABINETRY AS SHOWN. RELO RELOCATE SINK. Q EXCAVATE AS REQUIRED LT O TO ACCOMMODATE NEW STAIR FOUNDATION WINDOW AND FRAME TO BE REMOVED IN ITS ENTIRETY. MODIFY EXISTING OPENING TO ACCOMMODATE NEW DOOR. DEMOLITION NOTES 1. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH THE NAMES AND PHONE NUMBERS OF ALL SUBCONTRACTORS USED DURING THE DEMOLITION (INCLUDING TRASH REMOVAL CONTRACTOR), THE DATES OF THE CONSTRUCTION IN THE TENANT PREMISES, AND COPIES OF ALL REQUIRED INSURANCE CERTIFICATES, PRIOR TO THE COMMENCEMENT OF ANY WORK. 2. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A COPY OF ALL PERMITS BEFORE COMMENCEMENT OF RELEVANT WORK AS WELL AS DISPLYING ALL PERMITS ON SITE. 3. THE CONTRACTOR SHALL CONSTRUCT DUST TIGHT PARTITIONS AND BARRICADES PRIOR TO THE COMMENCEMENT OF DEMOLITION AND ARE TO REMAIN IN PLACE UNTIL ALL WORK HAS BEEN COMPLETED AND WRITTEN APPROVAL HAS BEEN RECEIVED FROM THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL REAPAIRS TO THE SURFACES MARKED OR DAMAGED BY THE PARTITION INSTALLATION AND SUBSEQUENT REMOVAL, ALL SURFACES ARE TO BE RESTORE TO THEIR ORIGINAL CONDITION. 4. DUST PROTECTION SHALL BE PROVIDED TO THE SPACES ADJACENT TO WORK BEING PERFORMED. CONTRACTOR REMAINS LIABLE FOR DUST AND DIRT INTRUSION INTO ADJOINING SPACE. ALL DUST PROTECTION WORK TO BE COORDINATE WITH THE OWNER. 5. THE CONTRACTOR SHALL CONSULT THE OWNER PRIOR TO BRINGING ANY EQUIPMENT INTO THE PREMISES. 6. NO FLAMMABLE LIQUIDS OR MATERIALS SHALL BE STORE AT SITE JOB. TE WASHER AND DRYER. DINING ROOM /REMOVE WALLS,DOORS, CASINGS AND CABINETRY AS SHOWN. t PORCH EXISTING WINDOWS TO BE REMOVED IN ITS ENTIRETY. MODIFY OPENING TO ACCOMMODATE NEW WINDOWS. 7. AUTHORIZATION MUST BE OBTAIN FROM THE OWNER PRIOR TO COMMENCEMENT OF ANY CUTTING WELDING WORK. OWNER WILL GIVE AUTHORIZATION ONLY AFTER RECEIPT OF PROOF OF A BURNER'S/ WELDER'S PERMIT. 8. THE CONTRACTOR SHALL CONSULT WITH THE OWNER PRIOR TO COMMENCENT OF ANY WORK TO DETERMINE WHETHER THERE ARE ANY KNOWN HAZARDOUS SUBSTANCES IN OR NEAR THE PREMISES. IF ANY HADARDOUS SUBSTANCES IN OR NEAR ARE DISCOVERED DURING CONSTRUCTION ALL WORK IS TO STOP IMMEDIATLY AND NOTIFICATION GIVEN TO THE OWNER. 9. THE CONTRACTOR SHALL EMPLOY CLEAN UP PERSONNEL TO MAINTAIN THE WORK AREA IN A NEAT AND ORDERLY MANNER, INCLUDING ANY AREA BEYOND THE DUST TIGHT PARTITIONS WHERE WORK DUST,ODIRTRORGbEBRIES HAS MIGRATED TTHERPARDTITIONETHESEEPERSONNWORK, LL SHOULD BE RESPONSIVE TO DIRECTION GIVEN BY THE CONTRACTOR AND BY THE OWNER THE OWNER WILL COORDINATE ALL CLEAN UP REQUEST THROUGH THE CONTRACTOR. HOWVER, WHEN DEEMED NECESSARY, THE OWNER WILL DIRECT CLEAN UP PERSONNEL DIRECTLY AND SUBSEQUENTLY NOTIFY THE CONTRACTOR. IN CASES WHERE THE OWNER'S STAFF MUST CLEAN UP CONTRACTOR'S WORK, THE COST OF SUCH WORK WILL BE BORNE BY THE CONTRACTOR. VR � FOYER EXISTING WINDOWS TO BE REMOVED 11 11 IN THEIR ENTIRETY. r� 7 EXISTING DOORS TO BE REMOVED IN THEIR ENTIRETY. EXISTING DOORS LIVING ROOM TO BE REMOVED IN THEIR ENTIRETY. 1— — — — — — — -/ C. FAMILY ROOM L BREEZEWAY 10. CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY ARCHITECT OF ALL DISCREPANCIES BEFORE PROCEEDING WITH WORK. 11. PREVENT MOVEMENT OF SETTLEMENT OF STRUCTURES). PROVIDE AND PLACE BRACING OR SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE. ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE OR INJURY. 12. CEASE OPERATION AND NOTIFY THE OWNER IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE. DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED. 13. PROVIDE MAINTAIN LIGHTING AND GUARD RAILS AS REQUIRED BY APPLICABLE, REGULATORY ADVISORY TO PROTECT OCCUPANTS AND WORKERS. 14. ARRANGE PAY FOR DISCONNECTION REMOVING AND CAPPING UTILITY SERVICES WITHIN AREAS OF DEMOLITION. DISCONNECT AND §TUB OFF. NOTIFY THE AFFECTED UTILITY COMPANY AND BUILDING MANEGER IN ADAVNCED AND OBTAIN APPROVAL BEFORE STARTING THIS WORK. 15. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. IDENTIFY SERVICE LINES AND CAPPING LOCATIONS ON PROJECT RECORD DOCUMENTS. 16. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE NEW EXIISTINGNFOUND TIONS AND REQUIRED NG CONNECTION MEMBERSSPHASEUDEDMOL11IONOIINCT ACCORDANCE WITH CONSTRUCTION SCHEDULE. EXISTING SLIDING DOORS AND GLASS PANELS TO BE REMOVED IN THEIR ENTIRETY. RELOCATE LAVATORY AND TOILET. LAVATORY TO BE SAVED AND REUSED IN MASTER BATH 1. 0 4LE � ' ' L I 7 HALLWAY EXISTING SLIDING DOORS AND GLASS PANELS TO BE REMOVED IN THEIR ENTIRETY. 01 FIRST FLOOR PLAN EXISTING WINDOWS TO BE REMOVED IN ITS ENTIRETY. MODIFY OPENING TO ACCOMMODATE NEW DOORS WITH SIDELITES. REMOVE PARTITIONS, DOORS, CASINGS AND CABINETRY AS SHOWN. CUT NEW OPENING TO ACCOMMODATE NEW DOOR. EXISTING WINDOW AND DOOR TO BE REMOVED IN THEIR ENTIRETY. MODIFY WINDOW OPENING TO ACCOMMODATE MASTER BEDROOM 1 NEW WINDOW. CUT NEW OPENING TO ACCOMMODATE NEW DOOR. REMOVE WALLS, DOORS AND CASINGS AS SHOWN. BEDROOM 1a I \jV III RELOCATE SHOWER, TOILET AND LAVATORY. LAVATORY TO BE SAVED AND REUSED IN BATH POWDER ROOM 1. OIL CL BEDROOM 1b CL CL 17. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. 18. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED, AT NO COST TO THE OWNER. 19. BURNING OF MATERIALS ON SITE IS NOT PERMITTED. 20. REMOVE DEMOLISHED MATERIALS, TOOLS AND EQUIPMENT FROM SITE UPON OF COMPLETION OF WORK. 21. THE BUILDING'S FIRE RATING ON ALL STEEL (IF ANY) SHALL NOT BE COMPROMISED G.C. SHALL BE RESPONSIBLE FORTHE INTEGRITY OF THE EXISTING FIRE RATING. G.C. SHALL REPAIR ANY DAMAGE TO THE EXISTING FIRE RATING AT G.C.'S EXPENSE. 22. G.C. SHALL OBTAIN ARCHITECT'S APPROVAL BEFORE DEMOLITION OF ANY STRUCTURAL COMPONENTS. —TYP. PERMIT SET 12.19.05 SCHEMATIC DESIGN 08.29.05 REVISION ISSUE DATE ROCKY LEDGE FISHERS ISLAND, NEW YORK KINLIN RUTHERFURD ARCHITECTS 145 WEST 30TH STREET, 11TH FLOOR TEL: (212) 695-2988 NEW YORK, NEW YORK 10001 FAX: (775) 582-1736 FIRST FLOOR DEMOLITION PLAN FULL SCALE PROJECT: 64 A031. CL ' -� CL N— C =1 UP BEDROOM 1a I \jV III RELOCATE SHOWER, TOILET AND LAVATORY. LAVATORY TO BE SAVED AND REUSED IN BATH POWDER ROOM 1. OIL CL BEDROOM 1b CL CL 17. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. 18. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED, AT NO COST TO THE OWNER. 19. BURNING OF MATERIALS ON SITE IS NOT PERMITTED. 20. REMOVE DEMOLISHED MATERIALS, TOOLS AND EQUIPMENT FROM SITE UPON OF COMPLETION OF WORK. 21. THE BUILDING'S FIRE RATING ON ALL STEEL (IF ANY) SHALL NOT BE COMPROMISED G.C. SHALL BE RESPONSIBLE FORTHE INTEGRITY OF THE EXISTING FIRE RATING. G.C. SHALL REPAIR ANY DAMAGE TO THE EXISTING FIRE RATING AT G.C.'S EXPENSE. 22. G.C. SHALL OBTAIN ARCHITECT'S APPROVAL BEFORE DEMOLITION OF ANY STRUCTURAL COMPONENTS. —TYP. PERMIT SET 12.19.05 SCHEMATIC DESIGN 08.29.05 REVISION ISSUE DATE ROCKY LEDGE FISHERS ISLAND, NEW YORK KINLIN RUTHERFURD ARCHITECTS 145 WEST 30TH STREET, 11TH FLOOR TEL: (212) 695-2988 NEW YORK, NEW YORK 10001 FAX: (775) 582-1736 FIRST FLOOR DEMOLITION PLAN FULL SCALE PROJECT: 64 A031. W 0 REMOVE AND RETAIN DOOR TO BE REINSTALLED. DEMOLITION NOTES 1. 2. 3. 4. 5. 6. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH THE NAMES AND PHONE NUMBERS OF ALL SUBCONTRACTORS USED DURING THE DEMOLITION (INCLUDING TRASH REMOVAL CONTRACTOR), THE DATES OF THE CONSTRUCTION IN THE TENANT PREMISES, AND COPIES OF ALL REQUIRED INSURANCE CERTIFICATES, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A COPY OF ALL PERMITS BEFORE COMMENCEMENT OF RELEVANT WORK AS WELL AS DISPLYING ALL PERMITS ON SITE. THE CONTRACTOR SHALL CONSTRUCT DUST TIGHT PARTITIONS AND BARRICADES PRIOR TO THE COMMENCEMENT OF DEMOLITION AND ARE TO REMAIN IN PLACE UNTIL ALL WORK HAS BEEN COMPLETED AND WRITTEN APPROVAL HAS BEEN RECEIVED FROM THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL REAPAIRS TO THE SURFACES MARKED OR DAMAGED BY THE PARTITION INSTALLATION AND SUBSEQUENT REMOVAL, ALL SURFACES ARE TO BE RESTORE TO THEIR ORIGINAL CONDITION. DUST PROTECTION SHALL BE PROVIDED TO THE SPACES ADJACENT TO WORK BEING PERFORMED. CONTRACTOR REMAINS LIABLE FOR DUST AND DIRT INTRUSION INTO ADJOINING SPACE. ALL DUST PROTECTION WORK TO BE COORDINATE WITH THE OWNER. THE CONTRACTOR SHALL CONSULT THE OWNER PRIOR TO BRINGING ANY EQUIPMENT INTO THE PREMISES. NO FLAMMABLE LIQUIDS OR MATERIALS SHALL BE STORE AT SITE JOB. 7. AUTHORIZATION MUST BE OBTAIN FROM THE OWNER PRIOR TO COMMENCEMENT OF ANY CUTTING WELDING WORK. OWNER WILL GIVE AUTHORIZATION ONLY AFTER RECEIPT OF PROOF OF A BURNER'S/ WELDER'S PERMIT. 8. THE CONTRACTOR SHALL CONSULT WITH THE OWNER PRIOR TO COMMENCENT OF ANY WORK TO DETERMINE WHETHER THERE ARE ANY KNOWN HAZARDOUS SUBSTANCES IN OR NEAR THE PREMISES. IF ANY HADARDOUS SUBSTANCES IN OR NEAR ARE DISCOVERED DURING CONSTRUCTION ALL WORK IS TO STOP IMMEDIATLY AND NOTIFICATION GIVEN TO THE OWNER. 9. THE CONTRACTOR SHALL EMPLOY CLEAN UP PERSONNEL TO MAINTAIN THE WORK AREA IN A NEAT AND ORDERLY MANNER, INCLUDING ANY AREA BEYOND THE DUST TIGHT PARTITIONS OREWH REERDUST,ODIRTRORG5EBRISR HASAMIGRATED THE PARTITION WHILE PERSON EL SHOULD BE RESPONSIVE TO DIRECTION GIVEN BY THE CONTRACTOR AND BY THE OWNER THE OWNER WILL COORDINATE ALL CLEAN UP REQUEST THROUGH THE CONTRACTOR. HOWVER, WHEN DEEMED NECESSARY, THE OWNER WILL DIRECT CLEAN UP PERSONNEL DIRECTLY AND SUBSEQUENTLY NOTIFY THE CONTRACTOR. IN CASES WHERE THE OWNER'S STAFF MUST CLEAN UP CONTRACTOR'S WORK, THE COST OF SUCH WORK WILL BE BORNE BY THE CONTRACTOR. 01 SECOND FLOOR PLAN 10. CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY ARCHITECT OF ALL DISCREPANCIES BEFORE PROCEEDING WITH WORK. 11, PREVENT MOVEMENT OF SETTLEMENT OF STRUCTURES). PROVIDE AND PLACE BRACING OR SHORING AND BE RESPONSIBLE FOR SAFETY AND UPPORT OF STRUCTURE. ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE OR INJURY. 12. CEASE OPERATION AND NOTIFY THE OWNER IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE. DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED. 13. PROVIDE MAINTAIN LIGHTING AND GUARD RAILS AS REQUIRED BY APPLICABLE, REGULATORY ADVISORY TO PROTECT OCCUPANTS AND WORKERS. 14. ARRANGE PAY FOR DISCONNECTION, REMOVING AND CAPPING UTILITY SERVICES WITHIN AREAS OF DEMOLITION. DISCONNECT AND STUB OFF. NOTIFY THE AFFECTED UTILITY COMPANY AND BUILDING MANEGER IN ADAVNCED AND OBTAIN APPROVAL BEFORE STARTING THIS WORK. 15. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. IDENTIFY SERVICE LINES AND CAPPING LOCATIONS ON PROJECT RECORD DOCUMENTS. 16. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE NEW WORK INCLUDING ANDA SUPPOROTING CONNECTION AL MEMBERS S PHASEUDEMOLITIONOINCT ACCORDANCE WITH CONSTRUCTION SCHEDULE, 17. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. 18. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED, AT NO COST TO THE OWNER. 19. BURNING OF MATERIALS ON SITE IS NOT PERMITTED. 20. REMOVE DEMOLISHED MATERIALS, TOOLS AND EQUIPMENT FROM SITE OF WORK. 21. THE BUILDING'S FIRE RATING ON ALL STEEL (IF ANY) SHALL NOT BE RESPONSIBLE FORTHE INTEGRITY OF THE EXISTING FIRE RATING. G.C. DAMAGE TO THE EXISTING FIRE RATING AT G.C.'S EXPENSE. 22. G.C. SHALL OBTAIN ARCHITECT'S APPROVAL BEFORE DEMOLITION OF UPON OF COMPLETION COMPROMISED G.C. SHALL BE SHALL REPAIR ANY ANY STRUCTURAL COMPONENTS. -TYP. NO LAVATORY. PERMIT SET 12.19.05 SCHEMATIC DESIGN 08.29.05 REVISION ISSUE DATE ROCKY LEDGE FISHERS ISLAND, NEW YORK ��q��• o2'NO KINLIN RUTHERFURD ARCHITECTS 145 WEST 30TH STREET, LITH FLOOR TEL- (212) 695.2988 NEW YORK, NEW YORK 10001 FAX: (775) 582-1736 SECOND FLOOR DEMOLITION PLAN FULL SCALE PROJECT: 64 A032 A DEMOLITION NOTES 1. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH THE NAMES AND PHONE NUMBERS OF ALL SUBCONTRACTORS USED DURING THE DEMOLITION (INCLUDING TRASH REMOVAL CONTRACTOR), THE DATES OF THE CONSTRUCTION IN THE TENANT PREMISES, AND COPIES OF ALL REQUIRED INSURANCE CERTIFICATES, PRIOR TO THE COMMENCEMENT OF ANY WORK. 2. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A COPY OF ALL PERMITS BEFORE COMMENCEMENT OF RELEVANT WORK AS WELL AS DISPLYING ALL PERMITS ON SITE. 3. THE CONTRACTOR SHALL CONSTRUCT DUST TIGHT PARTITIONS AND BARRICADES PRIOR TO THE COMMENCEMENT OF DEMOLITION AND ARE TO REMAIN IN PLACE UNTIL ALL WORK HAS BEEN COMPLETED AND WRITTEN APPROVAL HAS BEEN RECEIVED FROM THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL REAPAIRS TO THE SURFACES MARKED OR DAMAGED BY THE PARTITION INSTALLATION AND SUBSEQUENT REMOVAL, ALL SURFACES ARE TO BE RESTORE TO THEIR ORIGINAL CONDITION. 4. DUST PROTECTION SHALL BE PROVIDED TO THE SPACES ADJACENT TO WORK BEING PERFORMED. CONTRACTOR REMAINS LIABLE FOR DUST AND DIRT INTRUSION INTO ADJOINING SPACE. ALL DUST PROTECTION WORK TO BE COORDINATE WITH THE OWNER. 5. THE CONTRACTOR SHALL CONSULT THE OWNER PRIOR TO BRINGING ANY EQUIPMENT INTO THE PREMISES. 6. NO FLAMMABLE LIQUIDS OR MATERIALS SHALL BE STORE AT SITE JOB. 7. AUTHORIZATION MUST BE OBTAIN FROM THE OWNER PRIOR TO COMMENCEMENT OF ANY CUTTING WELDING WORK. OWNER WILL GIVE AUTHORIZATION ONLY AFTER RECEIPT OF PROOF OF A BURNER'S/ WELDER'S PERMIT. 8. THE CONTRACTOR SHALL CONSULT WITH THE OWNER PRIOR TO COMMENCENT OF ANY WORK TO DETERMINE WHETHER THERE ARE ANY KNOWN HAZARDOUS SUBSTANCES IN OR ANY HADARDOUS SUBSTANCES IN OR NEAR ARE DISCOVERED NEAR THE PREMISES. IFA E ED DURING CONSTRUCTION ALL WORK IS TO STOP IMMEDIATLY AND NOTIFICATION GIVEN TO THE OWNER. 9. THE CONTRACTOR SHALL EMPLOY CLEAN UP PERSONNEL TO MAINTAIN THE WORK AREA IN A NEAT AND ORDERLY MANNER, INCLUDING ANY AREA BEYOND THE DUST TIGHT PARTITIONS OREWHEREERDUST,ODIRTRORGbEBRIES WHERE TRAFFIC TTHE PARTITION WHILE IMPLEMENTING PERSONNWORK, L SHOULD BE RESPONSIVE TO DIRECTION GIVEN BY THE CONTRACTOR AND BY THE OWNER THE OWNER WILL COORDINATE ALL CLEAN UP REQUEST THROUGH THE CONTRACTOR. HOWVER, WHEN DEEMED NECESSARY, THE OWNER WILL DIRECT CLEAN UP PERSONNEL DIRECTLY AND SUBSEQUENTLY NOTIFY THE CONTRACTOR. IN CASES WHERE THE OWNER'S STAFF MUST CLEAN UP CONTRACTOR'S WORK, THE COST OF SUCH WORK WILL BE BORNE BY THE CONTRACTOR. 01 THIRD FLOOR PLAN 11/8'=)'-0' 10. CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY ARCHITECT OF ALL DISCREPANCIES BEFORE PROCEEDING WITH WORK. 11. PREVENT MOVEMENT OF SETTLEMENT OF STRUCTURE(S). PROVIDE AND PLACE BRACING OR SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE. ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE OR INJURY. 12. CEASE OPERATION AND NOTIFY THE OWNER IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE. DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED. 13. PROVIDE MAINTAIN LIGHTING AND GUARD RAILS AS REQUIRED BY APPLICABLE, REGULATORY ADVISORY TO PROTECT OCCUPANTS AND WORKERS. 14. ARRANGE PAY FOR DISCONNECTION, REMOVING AND CAPPING UTILITY SERVICES WITHIN AREAS OF DEMOLITION. DISCONNECT AND STUB OFF. NOTIFY THE AFFECTED UTILITY COMPANY AND BUILDING MANEGER IN ADAVNCED AND OBTAIN APPROVAL BEFORE STARTING THIS WORK. 15. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. IDENTIFY SERVICE LINES AND CAPPING LOCATIONS ON PROJECT RECORD DOCUMENTS. 16. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE NEW WORK FOUNDATIONS AND SUPPORTING CONNECTION AL MEMBERSSPHASEUDEMOLITIONOINCT ACCORDANCE WITH CONSTRUCTION SCHEDULE. 17. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. 18. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED, AT NO COST TO THE OWNER. 19. BURNING OF MATERIALS ON SITE IS NOT PERMITTED. 20. REMOVE DEMOLISHED MATERIALS, TOOLS AND EQUIPMENT FROM SITE UPON OF COMPLETION OF WORK. 21. THE BUILDING'S FIRE RATING ON ALL STEEL (IF ANY) SHALL NOT BE COMPROMISED G.C. SHALL BE RESPONSIBLE FORTHE INTEGRITY OF THE EXISTING FIRE RATING. G.C. SHALL REPAIR ANY DAMAGE TO THE EXISTING FIRE RATING AT G.C.'S EXPENSE. 22. G.C. SHALL OBTAIN ARCHITECT'S APPROVAL BEFORE DEMOLITION OF ANY STRUCTURAL COMPONENTS. —TYP. PERMIT SET 12.19.05 SCHEMATIC DESIGN 08.29.05 REVISION ISSUE DATE ROCKYLEDGE FISHERS ISLAND, NEWYORK \��x 0' 0294�'� OF NES/ KINLIN RUTHERFURD ARCHITECTS 145 WEST 30TH STREET, 11TH FLOOR TEL: (212) 695.2988 NEW YORK, NEW YORK 10001 FAX: (775) 582-1736 THIRD FLOOR DEMOLITION PLAN FULL SCALE PROJECT: 64 A033 O1 FIRST FLOOR PLAN 1/8•ai'-o• DILET. AVATORY. ,TORY. HOWER. ►CLS PERMIT SET 12.19.05 SCHEMATIC DESIGN 08.29.05 REVISION ISSUE DATE ROCKYLEDGE FISHERS ISLAND, NEW YORK KINLIN RUTHERFURD ARCHITECTS 145 WEST 30TH STREET, LITH FLOOR TEL' (212) 695-2988 NEW YORK, NEW YORK 10001 FAX: (775) 582-1736 FIRST FLOOR PLAN FULL SCALE PROJECT: 64 rmi'VIVIR NEW WALL AT EXISTING DOOR OPENING. INSTALL NEW WALLS AND DOORS AS SHOWN. orm Aer ue m^w Tvo 01 SECOND FLOOR PLAN CATED 8INET RELOCATED BATHTUB. NEW RELOCATED TOILET. PERMIT SET 12.19.05 SCHEMATIC DESIGN 08.29.05 REVISION ISSUE DATE ROCKYLEDGE FISHERS ISLAND, NEWYORK KINLIN RUTHERFURD ARCHITECTS 145 WEST 30TH STREET, IITH FLOOR TEL: (212) 69552988 NEW YORK, NEW YORK 10001 FAX: (775) 582-1736 SECOND FLOOR PLAN FULL SCALE PROJECT: 64 A102 01 THIRD FLOOR PLAN PERMIT SET 12.19.05 SCHEMATIC DESIGN 08.29.05 REVISION ISSUE DATE ROCKYLEDGE FISHERS ISLAND, NEWYORK ARC, 0 ' 029Qr���� 0 \F OF KINLIN RUTHERFURD ARCHITECTS 145 WEST 30TH STREET,1iTH FLOOR TEL: (212) 695.2988 NEW YORK, NEW YORK 10001 FAX: (775) 582-1736 THIRD FLOOR PLAN FULL SCALE PROJECT: 64 A103 0 0 N r iv av IN 02 NORTH ELEVATION PERMIT SET 12.19.05 SCHEMATIC DESIGN 08.29.05 REVISION ISSUE DATE ROCKYLEDGE FISHERS ISLAND, NEWYORK r �-OFNEN KINLIN RUTHERFURD ARCHITECTS 145 WEST 30TH STREET,IITH FLOOR TEL: (212) 695-2988 NEW YORK, NEW YORK 10001 FAX: (775) 582-1736 EXTERIOR ELEVATIONS FULL SCALE PROJECT: 64 h O O N I\LI L/1\iLIVILI41 UVVULL-1IVIYV Ili %j WINDOW (BY MARVIN OR/6'=�'-o• APPROVED EQUAL) 02 SIDE ELEVATION 01 WEST ELEVATION PERMIT SET 12.19.05 SCHEMATIC DESIGN 08.29.05 REVISION ISSUE DATE ROCKY LEDGE FISHERS ISLAND, NEWYORK KINLIN RUTHERFURD ARCHITECTS 145 WEST 30711 STREET, 11TH FLOOR TEL: (212) 695-2986 NEW YORK, NEW YORK 10001 FAX: (775) 582-1736 EXTERIOR ELEVATIONS FULL SCALE PROJECT: 64 A202 1 TYP. INTERIOR WALL DETAIL-N.T.S. <2 TYP.1 HR EXTERIOR WALL-N.T.S. 3 2 x 4 WOOD STUDS @ 16" o.c. (TYP.) SOUND ATTENUATION BLANKET BETWEEN ROOMS 5/8" FC "X" GYP. BD. 1 LAYER PER SIDE (FINISH TO EXTEND TO CEILING) DA SECTION @PLAYROOM w 1 3/4" EXTERIOR GRADE Q PLYWOOD SHEATHING #15 BUILDING FELT W/ 4" MIN. LAP R-13 INSULATION BETWEEN STUDS - FLOOR FINISH AS PER OWNER 3/4" PLYWOOD SUB FLOOR 5/8" #60 F.C. GYP. BD. 2 x 4 WD. STUDS @ 16" O.C. NEW WOOD SIDING TO MATCH EXISTING TIE NEW SLEEPERS BOTTOM PLATE & SUB—FLOORING TO EXISTING FOUNDATION W/12" LONG GALVANIZED #5 DOWELS @ 12" O.C. EXIST. GRADE EXISTING CONSTRUCTION (NO CHANGE) 5/8" GYP. BD. ON 7/8" FURRING STRIP (2) 2 x 10 FLITCH BEAM @ PERIMETER TO PROVIDE SUPPORT OF EXISTING STRUCTURE ABOVE (SEE PLANS FOR SIZE OF BEAM SUPPORT) 2 x 2 SLEEPERS @ 16" O.C. EXISTING CONSTRUCTION (NO CHANGE) 2x8 BLOCK BRIDGING EXIST. NEW EXTERIOR FINISH TO MATCH EXISTING (SEE ELEVATIONS) 2 x 4 WOOD STUDS @ 16" o. c. (TYP.) SOUND ATTENUATION BLANKET BETWEEN ROOMS 5/8" FC "X" GYP. BD. 1 LAYER PER SIDE (FINISH TO EXTEND TO CEILING) 5/8" EXTERIOR GRADE GYP. BD. SHEATHING OR 3/4" EXTERIOR GRADE PLYWOOD SHEATHING BUILDING PAPER TYP. WOOD DECK DETAIL 2"x6" CCA PLANKING JOIST HANGERS @ EVERY 2x8 JOIST 16"C (2) 2x 8 GIRDE W/ #4 THRU B 2x10 HEADER 44 PRESSURE WOOD POSTS 0 CARRIAGE BOI LITC H PLATE . FOUNDATION HANGE SONOTUBE ;RETE FOOTING TIONS TO BE COORDINATED WITH F SYSTEM OF EXISTING TREE. COORDINATE LAYOUT WITH OWNER AND ARCHITECT IN THE FIELD. TYP. TILED PARTITION CERAMIC TILE ON THINSET MORTAR BED (BATHROOM SIDE) 2 x 4 WOOD STUDS @ 16" 0. c. (TYP.) SOUND ATTENUATION BLANKET BETWEEN ROOMS (1) LAYER 5/8" GYP. BD. 5/8" MOISTURE—RESISTANT GYP. BD. (BATHROOM SIDE) PERMIT SET 12.19.05 SCHEMATIC DESIGN 08.29.05 REVISION ISSUE DATE ROCKYLEDGE FISHERS ISLAND, NEW YORK KINLIN RUTHERFURD ARCHITECTS 145 WEST 30TH STREET, LITH FLOOR TEL: (212) 695-2986 NEW YORK, NEW YORK 10001 FAX: (775) 5824736 CONSTRUCTION DETAILS FULL SCALE PROJECT: 64 �, Y, MIX, WINDOW SCHEDULE (ALL ROUGH OPENING DIMENSIONS MUST BE VERIFIED IN THE FIELD) 1st Floor Rough Opening Size Jamb Depth Casing Type Divided light Screen Hardware Exterior Cladding REMARKS Window # Room # Rm Name Type Manufact. Product # Description Width Height 101 116 Bedroom 1b A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 102 117 Bedroom 1a A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 103 117 Bedroom 1a A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 104 117 Bedroom 1a A Marvin CUDH 3222 Double Hung 38.375" 52.875'1 6" V.I.F. SDL Y White White Clad Replacement Window 105 117 Bedroom 1a A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 106 114 Hallway 1 A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 107 110 Breezeway K Hopes Custom Steel Thermal Window Fixed 8'-3" 2'-8" 6" V.I.F. DL N TBD White Clad Replacement Window 108 110 Breezeway K Hopes Custom Steel Thermal Window Fixed 8'-3" 2'-8" 6" V.I.F. DL N TBD White Clad Replacement Window 109 109 Family Room B Marvin CUDH 4034 Double Hung 46.375" 76.875" 6" V.I.F. SDL Y White White Clad Replacement Window 110 109 Family Room B Marvin CUDH 4034 Double Hung 46.375" 76.875" 6" V.I.F. SDL Y White White Clad Replacement Window 111 109 Family Room B Marvin CUDH 4034 Double Hung 46.375" 76.875" 6" V.I.F. SDL Y White White Clad Replacement Window 112 102 Powder Room 2 B Marvin CUDH 3216 Double Hung 38.375" 40.875" 6" V.I.F. SDL Y White White Clad Replacement Window 113 103 Kitchen C Marvin CUDH 3216 Double Hung 38.375" 40.875" 6" V.I.F. SDL Y White White Clad Replacement Window 114 103 Kitchen C Marvin CUDH 3216 Double Hung 38.375" 40.875" 6" V.I.F. SDL Y White White Clad Replacement Window 115 104 Laundry C Marvin CUDH 3216 Double Hung 38.375" 40.875" 6" V.I.F. SDL Y White White Clad Replacement Window 116 104 Laundry A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 117 104 Laundry D Marvin CUDH 2622 Double Hung 32.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 118 105 Sitting Room A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 119 105 Sitting Room A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 120 106 Playroom A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad 121 106 Playroom E Marvin CUDH 2422 Double Hung 30.375" 52.875" 6" V.I.F. SDL Y White White Clad 122 106 Playroom A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad 123 106 Playroom E Marvin CUDH 2422 Double Hung 30.375" 52.875" 6" V.I.F. SDL Y White White Clad 124 103 Kitchen F Marvin CUDH 4026 Double Hung 46.375" 60.875" 6" V.I.F. SDL Y White White Clad 125 103 Kitchen C Marvin CUDH 3216 Double Hung 38.375" 40.875" 6" V.I.F. SDL Y White White Clad Replacement Window 126 107 Dining Room B Marvin CUDH 4034 Double Hung 46.375" 76.875" 6" V.I.F. SDL Y White White Clad Replacement Window 127 108 Living Room G Marvin CUDH 3234 Double Hung 38.375" 76.875" 6" V.I.F. SDL Y White White Clad Replacement Window 128 108 Living Room G Marvin CUDH 3234 Double Hung 38.375" 76.875" 6" V.I.F. SDL Y White White Clad Replacement Window 129 108 Living Room H Marvin CUDH 3228 Double Hung 38.375" 64.875" 6" V.I.F. SDL Y White White Clad Replacement Window 130 110 Breezeway K Hopes Custom Steel Thermal Window Fixed 8'-3" 2'-8" 6" V.I.F. DL N TBD White Clad Replacement Window 131 110 Breezeway K Hopes Custom Steel Thermal Window Fixed 8'-3" 2'-8" 6" V.I.F. DL N TBD White Clad Replacement Window 132 111 Master Bath 1 A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad 133 113 Master Bedroom 1 A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 134 113 Master Bedroom 1 A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 135 115 Bath 1 A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.I. SDL Y White White Clad Replacement Window 136 116 Bedroom 1b A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 137 116 Bedroom 1b A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6"V.1.1. SDL Y White White Clad Replacement Window 138 116 Bedroom 1b A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window A Fac- i G � (T t % } 1. WINDOW TRIM INSTALLED BY MANUFACTURER UNLESS OTHERWISE NOTED. 2. VERIFY ROUGH OPENING DIMENSIONS WITH DIMENSIONS ON CONSTRUCTION PLAN. 3. WINDOWS WHICH GO INTO EXISTING FRAMING; VERIFY DIMENSIONS IN FIELD AND CONSULTANT W/ ARCHITECT OF ANY DISCREPANCIES. 4. WINDOWS IN EXISTING WALLS; PATCH WALL AS REQUIRED TO RECIEVE NEW TRIM. -77 1 7171 u O �: OB O OD O O O O O PERMIT SET 12.19.05 SCHEMATIC DESIGN 08.29.05 REVISION ISSUE DATE ROCKYLEDGE FISHERS ISLAND, NEWYORK KINLIN RUTHERFURD ARCHITECTS 145 WEST 30TH STREET, SITH FLOOR TEL: (212) 695-2988 NEW YORK, NEW YORK 10001 FAX: (775) 582-1736 WINDOW SCHEDULE FULL SCALE PROJECT: 64 A501 kn 0 0 U WINDOW SCHEDULE (ALL ROUGH OPENING DIMENSIONS MUST BE VERIFIED IN THE FIELD) 2nd Floor Rough Opening Size Jamb Depth Casing Type Divided light Screen Hardware Exterior Cladding REMARKS Window # Room # Rm Name Type Manufact. Product # Description Width Height 201 221 Bedroom 2 A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 202 221 Bedroom 2 A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 203 221 Bedroom 2 A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 204 221 Bedroom 2 A Marvin CUDH 3222 Double Hung 38.375" 52.8750 6" V.I.F. SDL Y White White Clad Replacement Window 205 222 Hallway 2 A Marvin CUDH 3222 Double Hung 38.375" 52.8750 6" V.I.F. SDL Y White White Clad Replacement Window 206 222 Hallway 2 A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 207 223 Office 2 A Marvin CUDH 3222 Double Hung 38.375" 52 .875" 6" V.I.F. SDL Y White White Clad Replacement Window 208 223 Bath 3 A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 209 201 Bedroom 3a A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 210 109 Bedroom 3a A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 211 109 Bedroom 3a A Marvin CUDH 3222 Double Hung 38.375" 52 .875" 6" V.I.F. SDL Y White White Clad Replacement Window 212 216 Hallway 3 1 Marvin CUDH 1628 Double Hung 22.375" 64.875" 6" V.I.F. SDL Y White White Clad Replacement Window 213 216 Hallway 3 H Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 214 216 Hallway 3 1 Marvin CUDH 1628 Double Hung 22.375" 64.875" 6" V.I.F. SDL Y White White Clad Replacement Window 215 202 Linen Closet A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 216 203 Bath 4 A Marvin CUDH 3222 Double Hung 38.375" 52.875n 6" V.I.F. SDL Y White White Clad Replacement Window 217 207 Hall 5 A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 218 204 Bath 5 A Marvin CUDH 3222 Double Hung 38.375" 52 .875" 6" V.I.F. SDL Y White White Clad Replacement Window 219 205 Bedroom 7 A Marvin CUDH 3222 Double Hung 38.375" 52.8750 6" V.I.F. SDL Y White White Clad Replacement Window 220 205 Bedroom 7 A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 221 206 Bedroom 6 A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 222 208 Bedroom 5 A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 223 209 Bedroom 4 A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 224 211 Office 1 A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 225 212 Parents Bath A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 226 213 Parents Bedroom A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 227 214 Master Bath 3 F Marvin CUDH 4026 Double Hung 46.375" 60.875" 6" V.I.F. SDL Y White White Clad Replacement Window 228 215 Master Bedroom 3 A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 229 215 Master Bedroom 3 A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 230 215 Master Bedroom 3 A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 231 217 Bedroom 3b E Marvin CUDH 2422 Double Hung 30.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 232 217 Bedroom 3b A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 233 217 Bedroom 3b E Marvin CUDH 2422 Double Hung 30.375" 52 .875" 6" V.I.F. SDL Y White White Clad Replacement Window 234 217 Bedroom 3b J Marvin CUDH 2022 Double Hung 26.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 235 218 Master Bath 2 A Marvin CUDH 3222 Double Hung 38.375" 52.875- 6" V.I.F. SDL Y White White Clad Replacement Window 236 j 219 Master Bedroom 2 E Marvin CUDH 2422 Double Hung 30.375" 52.875" 6" V.I.F. SDL Y White White Clad 237 219 Master Bedroom 2 A Marvin CUDH 3222 Double Hung 38.375" 52 .875" 6" V.I.F. SDL Y White White Clad 238 219 Master Bedroom 2 E Marvin CUDH 2422 Double Hung 30.375" 52.875" 6" V.I.F. SDL Y White White Clad 239 219 Master Bedroom 2 A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 240 219 Master Bedroom 2 A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window 241 220 Bath 2 A Marvin CUDH 3222 Double Hung 38.375" 52.875" 6" V.I.F. SDL Y White White Clad Replacement Window NOTES: 1. WINDOW TRIM INSTALLED BY MANUFACTURER UNLESS OTHERWISE NOTED. 2. VERIFY ROUGH OPENING DIMENSIONS WITH DIMENSIONS ON CONSTRUCTION PLAN. 3. WINDOWS WHICH GO INTO EXISTING FRAMING; VERIFY DIMENSIONS IN FIELD AND CONSULTANT W/ ARCHITECT OF ANY DISCREPANCIES. 4. WINDOWS IN EXISTING WALLS; PATCH WALL AS REQUIRED TO RECIEVE NEW TRIM. O CD O O O 01 PERMIT SET 12.19.05 SCHEMATIC DESIGN 08.29.05 REVISION ISSUE DATE ROCKYLEDGE FISHERS ISLAND, NEW YORK I 2 `yT I c ' 029��'1\ yQ�t OF NE`O� KINLIN RUTHERFURD ARCHITECTS 145 WEST 30TH STREET, LITH FLOOR TEL: (212) 695-2988 NEW YORK, NEW YORK 10001 FAX: (775) 582-1736 WINDOW SCHEDULE FULL SCALE PROJECT: 64 A502 N O O N Nu WINDOW SCHEDULE (ALL ROUGH OPENING DIMENSIONS MUST BE VERIFIED IN THE FIELD) 3rd Floor Rough Opening Size Jamb Depth Casing Type Divided light Screen Hardware Exterior Cladding REMARKS Window # Room # Rm Name Type Manufact. Product # Description Width Height 301 301 Attic C Marvin CUDH 3216 Double Hung 38.375" 40.875" 6" V.I.F. SDL Y White White Clad Replacement Window 302 301 Attic C Marvin CUDH 3216 Double Hung 38.375" 40.875" 6" V.I.F. SDL Y White White Clad Replacement Window 303 301 Attic C Marvin CUDH 3216 Double Hung 38.375" 40.875" 6" V.I.F. SDL Y White White Clad Replacement Window NOTES: 1. WINDOW TRIM INSTALLED BY MANUFACTURER UNLESS OTHERWISE NOTED. 2. VERIFY ROUGH OPENING DIMENSIONS WITH DIMENSIONS ON CONSTRUCTION PLAN. 3. WINDOWS WHICH GO INTO EXISTING FRAMING; VERIFY DIMENSIONS IN FIELD AND CONSULTANT W/ ARCHITECT OF ANY DISCREPANCIES. 4. WINDOWS IN EXISTING WALLS; PATCH WALL AS REQUIRED TO RECIEVE NEW TRIM. OC PERMIT SET 12.19.05 SCHEMATIC DESIGN 08.29.05 REVISION ISSUE DATE ROCKYLEDGE FISHERS ISLAND, NEWYORK KINLIN RUTHERFURD ARCHITECTS 145 WEST 30TH STREET, IM FLOOR TEL: (212) 6955-2988 NEW YORK, NEW YORK 10001 FAX: (775) 582-1736 WINDOW SCHEDULE FULL SCALE PROJECT: 64 A503 in 0 0 N 0 IIIEIL Jamb Depth Dimensions (RO) �LJJJI Door ID Location: Type Manufact. Product # EXTERIOR DOOR SCHEDULE (ALL ROUGH OPENING DIMENSIONS MUST BE VERIFIED IN THE FIELD) 1st Floor Jamb Depth Dimensions (RO) Hardware Set Door ID Location: Type Manufact. Product # Description Swing Screen Grills Casing Width Height E101 Breezeway E Hopes / Custom Metal and Glass Hinged Doors w/ 18" Sidelites / 4.75" V.I.F. 9'-6" 8'-5" E102 Laundry A Custom Wood Exterior Door 4.75" V.I.F. 2'-11" 7'-11/2" / E103 Laundry A Custom Wood Exterior Door 4.75" V.I.F. 2'-11" 7'-11/2" E104 Playroom B Custom Wood Exterior Door 4.75" V.I.F. 2'-9" 7'-11/2" E105 Kitchen C Marvin CIFD 10070 Clad Outswing French Door w/Sidelites 4.75" V.I.F. / 10'-0" 71-21/2" E106 Dining Room D Marvin CIFD 5070 Clad Inswing French Door 4.75" V.I.F. 5'-15/8" 7'-2 1/2" E107 Dining Room D Marvin CIFD 5070 Clad Inswing French Door 4.75" V.I.F. 5'-15/8" 71-21/2" E108 Foyer D Marvin CIFD 5070 Clad Inswing French Door 4.75" V.I.F. 5'-15/8" 7'-21/2" E109 Living Room D Marvin CIFD 5070 Clad Inswing French Door 4.75" V.I.F. 5'-15/8" 7--21/2' E110 Breezeway E Hopes Custom Metal and Glass Hinged Doors w/ 18" Sidelites \ 4.75" V.I.F. 9'-6" 8'-5" E111 M Bedroom 1 F Marvin COFD 10070 Clad Inswing French Door w/Sidelites 4.75" V.I.F. 10'-0" 7'-2:1/2" E112 Hallway 1 A Custom Wood Exterior Door 4.75" V.I.F. 2'-11" 71-11/2" INTERIOR DOOR SCHEDULE (ALL ROUGH OPENING DIMENSIONS MUST BE VERIFIED IN THE FIELD) 1st Floor Jamb Depth Dimensions (RO) Hardware Set Door ID Location: Type Manufact. Product # Description Swing Screen Grills Casing Width Height 113 Laundry H Q O / Custom Wood Interior Door / 4.75" V.I.F. 2'-9" 6'-91/2- 114 Pantry H Custom Wood Interior Door 4.75" V.I.F. 2'-9" 6-91/2" / 115 Playroom H Custom Wood Interior Door 4.75" V.I.F. 2'-9" 6-91/2" 116 Playroom G Custom Wood Interior Door 4.75" V.I.F. 2'-11" 6-91/2" 117 Hallway 1 Existing Door Switch Door Swing 4.75" V.I.F. / 118 Powder:1 H Custom Wood Interior Door 4.75" V.I.F. 2'-9" 6-91/2" 119 M Bedroom 1 H Custom Wood Interior Door 4.75" V.I.F. 2'-9" 6-91/2" 120 M Bath 1 H Custom Wood Interior Door 4.75" V.I.F. 2'-9" 6-91/2" I / / / / \ / O Q O / / / \ i i / / / / O O PERMIT SET 12.19.05 SCHEMATIC DESIGN 08.29.05 REVISION ISSUE DATE ROCKY LEDGE FISHERS ISLAND, NEW YORK KINLIN RUTHERFURD ARCHITECTS 145 WEST 30TH STREET, LITH FLOOR TEL: (212) 695.2988 NEW YORK, NEW YORK 10001 FAX: (775) 582-1736 DOOR SCHEDULE FULL SCALE PROJECT: 64 / / / / / / / / / / / / / / O O PERMIT SET 12.19.05 SCHEMATIC DESIGN 08.29.05 REVISION ISSUE DATE ROCKY LEDGE FISHERS ISLAND, NEW YORK KINLIN RUTHERFURD ARCHITECTS 145 WEST 30TH STREET, LITH FLOOR TEL: (212) 695.2988 NEW YORK, NEW YORK 10001 FAX: (775) 582-1736 DOOR SCHEDULE FULL SCALE PROJECT: 64 \ / / / / / / O O PERMIT SET 12.19.05 SCHEMATIC DESIGN 08.29.05 REVISION ISSUE DATE ROCKY LEDGE FISHERS ISLAND, NEW YORK KINLIN RUTHERFURD ARCHITECTS 145 WEST 30TH STREET, LITH FLOOR TEL: (212) 695.2988 NEW YORK, NEW YORK 10001 FAX: (775) 582-1736 DOOR SCHEDULE FULL SCALE PROJECT: 64 0 \ o L \ \ i \ i Illy O O PERMIT SET 12.19.05 SCHEMATIC DESIGN 08.29.05 REVISION ISSUE DATE ROCKY LEDGE FISHERS ISLAND, NEW YORK KINLIN RUTHERFURD ARCHITECTS 145 WEST 30TH STREET, LITH FLOOR TEL: (212) 695.2988 NEW YORK, NEW YORK 10001 FAX: (775) 582-1736 DOOR SCHEDULE FULL SCALE PROJECT: 64 EXTERIOR DOOR SCHEDULE (ALL ROUGH OPENING DIMENSIONS MUST BE VERIFIED IN THE FIELD) 2nd Floor D Marvin CIFD 5070 Clad Inswing French Door INTERIOR Jamb Depth Dimensions (RO) Hardware Set Door ID Location: Type Manufact. Product # Description Swing Screen Grills Casing Width Height E201 P Bedroom D Marvin CIFD 5070 Clad Inswing French Door 4.75" V.I.F. 5'-15/8" 7--21/2- E202 P Bedroom D Marvin CIFD 5070 Clad Inswing French Door 4.75" V.I.F. 5'-15/8" 7'-2 1/2" E203 M Bedroom 3 D Marvin CIFD 5070 Clad Inswing French Door 4.75" V.I.F. 5'-15/8" 7'-2 JL/2- /2" INTER10R DOOR SCHEDULE (ALL ROUGH OPENING DIMENSIONS MUST BE VERIFIED IN THE FIELD) 2nd Floor Jamb Depth Dimensions (RO) Hardware Set Door ID Location: Type Manufact. Product # Description Swing Screen Grills Casing Width Height 204 Bedroom 5 H Custom Wood Interior Door 4.75" V.I.F. 2'-9" 6-91/2" 205 Bath 4 H Custom Wood Interior Door 4.75" V.I.F. 2'-9" 6'-91/2" 206 Hallway 4 G Custom Wood Interior Door 4.75" V.I.F. 2'-11" 6-91/2" 207 Office 1 H Custom Wood Interior Door 4.75" V.I.F. 2'-9" 6-9 1/2" 208 Office 1 I Custom Wood Interior Door 4.75" V.I.F. 2'-7" 6-91/2" 209 Bedroom 3b H Custom Wood Interior Door 4.75" V.I.F. 2'-9" 6-91/2" 210 Bedroom 3b I Custom Wood Interior Door 4.75" V.I.F. 2'-7" 6-9 1/2" ' 211 Bedroom 3b I Custom Wood Interior Door 4.75" V.I.F. 2'-7" 6'-9:1/211 212 M Bath 2 H Custom Wood Interior Door 4.75" V.I.F. 2'-9" 6-91/2" 213 Hallway 2 1 Custom Wood Interior Door 4.75" V.I.F. 2'-7" 6'-91/2" 214 M Bedroom 2 G Custom Wood Interior Door 4.75" V.I.F. 2'-11" 6-9 1/2" 215 Hallway 2 J I Custom Double Wood Interior Door 4.75" V.I.F. 3'-1" 6'-9 1/2" PERMIT SET 12.19.05 SCHEMATIC DESIGN 08.29.05 REVISION ISSUE DATE ROCKY LEDGE FISHERS ISLAND, NEWYORK KINLIN RUTHERFURD ARCHITECTS 145 WEST 30TH STREET, IM FLOOR TEL' (212) 695-2988 NEW YORK, NEW YORK 10001 FAX: (775) 582-1736 DOOR SCHEDULE FULL SCALE PROJECT: 64 A505 SHEET LOG ISSUED SHEET DESCRIPTION X A001 TITLE SHEET X A002 GENERAL NOTES X A020 SITE PLAN X A031 DEMOLITION PLAN: FIRST FLOOR X A032 DEMOLITION PLAN: SECOND FLOOR X A033 DEMOLITION PLAN: THIRD FLOOR X A101 CONSTRUCTION PLAN: FIRST FLOOR X A102 CONSTRUCTION PLAN: SECOND FLOOR X A103 CONSTRUCTION PLAN: THIRD FLOOR X A201 ELEVATIONS X A202 ELEVATIONS X A431 CONSTRUCTION DETAILS X A501 WINDOW SCHEDULE X A502 WINDOW SCHEDULE X A5103 WINDOW SCHEDULE X A504 DOOR SCHEDULE X A505 DOOR SCHEDULE FISHERS ISLAND NEW YORK TAX MAP: 1000 SECTION: 007 BLOCK: 1, LOT 1 PERMIT SET 12.19.05 SCHEMATIC DESIGN 08.29.05 REVISION ISSUE DATE ROCKYLEDGE FISHERS ISLAND, NEW YORK KINLIN RUTHERFORD ARCHITECTS 145 WEST 30TH STREET, 11TH FLOOR TEL: (212) 695-2988 NEW YORK, NEW YORK 10001 FAX: (775) 582-1736 TITLE PAGE FULL SCALE PROJECT: 64 kn 0 GENERAL NOTES 1) THE CONTRACTOR USING THESE DRAWINGS SHALL PERFORM ALL WORK IN ACCORDANCE WITH NEW YORK STATE AND APPLICABLE CODES HAVING JURISTICTION. 2) THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL CONDITIONS AT THE SITE PRIOR TO THE START OF WORK, AND REPORT ANY DISCREPANCIES TO THE ARCHITECT OF RECORD PRIOR EXCAVATION. 3) THE CONTRACTOR PERFORMING THE WORK SHALL OBTAIN ALL REQUIRED PERMITS BEFORE COMMENCEMENT OF WORK. AT THE COMPLETION OF WORK, HE SHALL HAVE ALL WORK INSPECTED BY THE BUILDING DEPARTMENT AND SHALL FILE AND OBTAIN A CERTIFICATE OF OCCUPANCY. 4) THE CONTRACTOR SMALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORSION, AND MIS-ALIGMENTS ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD PRACTICE. 5) ALL WOOD MATERIALS, DESIGNS AND CONSTRUCTION SHALL COMPLY WITH APPLICABLE CODES HAVING JURISTICTION. 6) ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR, HEMLOCK WEST COAST, OR SOUTHERN PINE WITH A MINIMUM ALLOWABLE BENDING STRESS OF Fb=1400PS1 AND A MODULUS OF ELASTICITY OF E=1400000PS1. 7) ALL ROOF AND FLOOR JOISTS SHALL BE BRACED WITH 1"x3" WOOD CROSS BRIDGING OR APPROVED TYPE METAL CROSS BRIDGING AT 8'-0" O.C. MAXIMUM WITH A MINIMUM OF ONE ROW OF CROSS BRIDGING IF SPAN IS LESS THAN 15'-0". 8)STRUCTURAL PARTS OF WOOD FRAME SHALL BE GREATER THAN 18" ABOVE EXPOSED GROUND SURFACE. ALL POSTS SHALL BE RISED AT LEAST 3" ABOVE TOP OF SLAB ON GRADE. 9) THE SIZE AND NUMBER OF THE NAILS SHALL BE IN ACCORDANCE WITH THE APPLICABLE CODES HAVING JURISTICTION. BUILT-UP MEMBERS SHALL BE SECURELY BOLTED OR SPIKED TOGETHER. 10) ALL EXTERIOR WALLS SHALL BE FIRESTOPPED. ALL EXPOSED WOOD SHALL BE TREATED WITH PRESERVATIVE OR BE OF EQUAL DECAY RESISTANT SPECIES. 11) ALL EXTERIOR SHEATING SHALL BE 3/4" CDX PLYWOOD. ALL INTERIOR SUB -FLOORING SHAILL BE A MINIMUM 3/4" THICK PLYWOOD WITH ONE SIDE SMOOTH FINISH, AS PER RS 10-27. 12) ALL ROOFING SHALL. BE CLASS "A" FIBERGLASS SHINGLES FOR SLOPED ROOFS AND 5 PLY BUILT-UP ROOFING WITH 3 COATS OF MOPPED TAR FINISH FOR FLAT ROOFS. 13) PLUMBING: ALL INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE APPLICABLE CODES HAVING JURISTICTION. - ALL UNDERGROUND BUILDING DRAINS SHALL BE UNCOATED EXTRA HEAVY CAST IRON SOIL PIPE. - HOUSE SEWERS SHALL BE UNCOATED EXTRA HEAVY CAST IRON SOIL PIPE AND FITTINGS AND HAVE A MINIMUM DIMENSION OF 6" AS PER SECTION. - ROOF DRAINS SHALL BE CAST IRON OR OTHER CORROSION RESISTANT MATERIAL. 14) ALL HEATING TO COMPLY WITH APPLICABLE CODES HAVING JURISTICTION. THE CONTRACTOR SHALL NOT SCALE OFF DRAWINGS, ALL WRITTEN DIMENSION SHALL HAVE PRECEDENCE OVER GRAPHIC DIMENSION. 15) THE CONTRACTOR VERIFY AND BE RESPONSIBLE FOR ALL DIMENSION AND CONDITIONS ON _I 1E JOB. 16) ARCHITECT OR ENGINEER OF RECORD MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSION AND CONDITIONS SHOWN BY THESE DRAWINGS. 17) ALL CONSTRUCTION, DIMENSION, AND DETAILS SHALL CONCUR WITH AND BE DETERMINED FROM THESE DRAWINGS. 18) ALL MATERIALS A'D CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN STRIC-f ACCORDANCE WITH THE LATEST EDITION OF THE ASTM SPECIFICATION, APPLICABLE, AND CONFORM TO THE STANDARDS AND RECOMMENDATION: SOF THE VARIOUS TRADE INSTITUTES WHERE APPLICABLE. ALL MATERIALS INCORPORATED INTO THE WORK SHALL BE NEW. 19) THE ARCHITECT OF RECORD HAS NOT BEEN RETAINED FOR SUPERVISION AND ASSUMES NO RESPONSABILITY FOR THE PERFORMANCE OF WORK BEING DONE. 20) ALL BUILDING LOT LINES, AND GRADES SHALL BE LAID OUT BY A LICENSED SURVEYOR. FINISH NOTES 1 . ENSURE THAT SURFACE TO RECEIVE FINISHES ARE CLEAN, TRUE AND FREE OF IRREGULARITIES DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED COMMENCEMENT OF WORK SHALL INDICATE INSTALLER'S ACCEPTANCE OF SUBSTRATE. 2. REPAIR AND PREPARE EXISTING SURFACES SCHEDULED TO REMAIN AS NECESSARY FOR APPLICATION FOR APPLICATION OF NEW FINISHES. 3. CONTRACTOR TO INSURE DELIVERY AND INSTALLATION OF CASEWORK AND FINISH CARPENTRY WILL NOT BE DAMAGED BY OTHER CONSTRUCTION WORK. 4. ALL CODE -REQUIRED LABELS SUCH AS "UL" FACTORY MUTUAL OR ANY EQUIPMENT IDENTIFICATION PERFORMANCE RATING, NAME OR NOMENCLATURE PLATES SHALL REMAIN READABLE AND NOT PAINTED. 5. THE CONTRACTOR SHALL PATCH SURFACES TO MATCH ADJACENT IN A MANNER SUITABLE TO RECEIVE FINISHES. 6. COORDINATE WITH OWNER'S DESINATED REPRESENTATIVE FOR DELIVERY AND PLACEMENT OF ALL FURNITURE AND WALL -HUNG EQUIPMENT. 7. REFER TO FINISH SCHEDULE FOR SPECIFIED FINISHES. 8. REFER TO INTERIOR ELEVATIONS FOR MOUNTING HEIGHTS REQUIRMENTS. PLUMBING NOTES 1. ALL ERECTION, INSTALATION, ALTERATION, REPAIRS, RELOCATION, REPLACEMENT, ADDITION TO PLUMBING SYSTEM SHALL CONFORM TO THE PLUMBING CODE OF N.Y.S. OF MAY 2002 THE INSTALLATION OF FUEL GAS DISTRIBUTION PIPING AND EQUIPMENT, FUEL GAS-FIRED WATER HEATERS, AND WATER HEATER VENTIG SYSTEMS SHALL BE REGULATED BY THE FUEL GAS CODE OF NEW YORK STATE, REFERENCED STANDARD, CITY, TOWN VILLAGE OR COUNTY APPLICABLE PROVISION OF LOCAL LAW 2. THE SANITARY DRAINAGE SYSTEM SHALL BE INSTALLED IN COMPLIANCE WITH CHAPTER 7 OF THE PLUMBING CODE OF N.Y.S. AND TABLE 709,710 3. THE MATERIALS USED IN THE PLUMBING SYSTEMS SHALL CONFORM TO ONE OF THE STANDARD LISTED IN THE TABLE OF SECTION 702. 4. EQUIPMENT HOOK UP AND THE JOINING OF PIPING WILL BE IN FULL COMPLIANCE WITH SECTION 704 TO 707 5. ALL PLUMBING PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH CHAPTER 3 SECTION 308 OF THE PLUMBING CODE OF NEW YORK STATE. 6. TRAPS, INTERCEPTORS AND SEPERATORS SHALL BE INSTALLED AND COMPLIED WITH THE REQUIREMENTS OF CHAPTER 10 OF THE PLUMBING CODE OF N.Y.S. 7. VENT PIPING FOR THE SANITARY DRAINAGE SYSTEM OF THE BUILDING WILL BE INSTALLED IN ACCORDANCE TO CHAPTER 9 OF THE PLUMBING CODE OF N.Y.S. 8. WATER SUPPLY AND DISTRIBUTION TO COMOLY WITH CHAPTER 6 OF THE PLUMBING CODE OF N.Y.S. MINIMUM SIZE OF A FIXTURE SUPPLY PIPE SHALL BE AS SHOWN IN TABLE 604.5 MATERIAL SHALL CONFORM TO THE RESPECTIVE PIPE STANDARD OR AS LISTED IN TABLE 605.5 AND TO NSF 61. 9. INDIRECT/SPECIAL WASTE CONNECTION FOR FOOD -HANDLING ESTABLISHEMENTS, SWIMMING POOLS, ETC... SHALL BE INSTALLED INACCORDANCE WITH CHAPTER 8 OF THE PLUMBING CODE OF NEW YORK STATE. 10. STORM DRAINAGE, MATERIALS, DESIGN, CONSTRUCTION AND INSTALLATION TO COMPLY WITH CHAPTER 11 OF THE PLUMBING CODE OF NEW YORM STATE. MATERIALS TO CONFORM TO THE STANDARD LISTED IN TABLE 1102.4, 1102.5 SMOKE DETECTOR NOTES 1) SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FRON THE BUILDING WIRING WITH NO SWITCHES IN THE CIRCUIT OTHER THAN THE OVER CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT. 2) ALL DETECTORS TO BE COMBINATION SMOKE & CARBON MONOXIDE. LEGEND EXIST. WALLS & CONDITIONS -�____ EXIST. WALLS TO BE REMOVED NEW INTERIOR WALL (SEE PARTITION TYPE & DETAILS) NEW EXTERIOR WALL (SEE PARTITION TYPE & DETAILS) SD SMOKE DETECTOR ODOOR TAG OWINDOW TAG 3AREVISION CLOUD PARTITION TYPE 02 DETAIL REFERENCE 303 02 SECTION REFERENCE 310 - ELEVATION TAG 04/A-201 EXTERIOR ELEVATION 03 04 HEE 02 INTERIOR ELEVATIONS 01 PERMIT SET 12.19.05 SCHEMATIC DESIGN 08.29.05 REVISION ISSUE DATE ROCKYLEDGE FISHERS ISLAND, NEW YORK KINLIN RUTHERFURD ARCHITECTS 145 WEST 30TH STREET,IITH FLOOR TEL (212) 695-2988 NEW YORK, NEW YORK 10001 FAX: (775) 582-1736 GENERAL NOTES FULL SCALE PROJECT: 64 A002 APPROXIMATE: HIGH WATER LIMITS OF FLOOD ZONE PER FIRM PANEL 38 OF 1026; MAY 4, 1998 MAP NO. 36103CO038C O m w 1-0 0 Z 0 z APPROXIMATE__�� HIGH WATER LIMITS OF FLOOD ZONE PER FIRM PANEL 38 OF_,, 1026; MAY 4, 1998 MAP NO. 36103CO038C IRON PIPE N/F PORTER J. GOSS N °% CESS POOL S 41'34'00" E 28.37' S 41°34'00" E —10.00' ALJ !.1 '�' ACRES _ s 16'96 / 71— S 84-57'00" 97.14 --— — — — — — — 0.8'± CESS 8, 00- POOL ., 5-784 CESS O® � CO POOL CESS "D" POOL BOX CESS POOL N/F WILMINGTON TRUST COMPANY, AS TRUSTEE & THOMAS L. DUPONT 28-6k7-4 27-1A 27 -III 27-5 •7 )27-8a PORTION PORTION 28-15 N 28-10 28-11 27-7 29-10 29-11 29-9 PORTION 29-6 29-8 32-3 29-7 6 PORW 29-8 7-2-4 2P LOCATION MAP SCALE 1 "=400' NOTE: THIS DRAWING PREPARED BY KINLIN RUTHERFURD ARCHITECTS IS BASED ON SURVEY MAP PREPARED FOR ROCKY LEDGE, INC., BLOCK 28, LOTS 8, 9 AND I G, FI5HER5 ISLAND, NEW YORK BY CME ENGINEERING, LAND SURVEYING � ARCHITECTURE, PLLC 110 BROADWAY, NORWICH, CT 06360, DATED 03/31/2004. ITS MON. (FOUND) �O0, O �, 0 S N N0 S 34'40'10" E 23.91 ' POLE #402 MON. (FOUND) 01 SITE PLAN 1:30 29-1 29-2 PERMIT SET 12.19.05 SCHEMATIC DESIGN 08.29.05 REVISION ISSUE DATE ROCKY LEDGE FISHERS ISLAND, NEW YORK KINLIN RUTHERFURD ARCHITECTS 145 WEST 30TH STREET, LITH FLOOR TEL' (212) 695-2988 NEW YORK, NEW YORK 10001 FAX: (775) 582-1736 SITE PLAN FULL SCALE PROJECT: 64 A020 M W 0 EXISTING WINDOW AND FRAME TO BE REMOVED IN ITS ENTIRETY. MODIFY EXISTING OPENING TO ACCOMMODATE NEW WINDOW. EXISTING WOOD SHINGLES TO BE REMOVED IN THEIR ENTIRETY AT PORCH AREA ONLY. EXCAVATE AS REQUIRED TO ACCOMMODATE NEW STAIR FOUNDATION EXISTING DOOR AND FRAME TO BE REMOVED IN THEIR ENTIRETY. MODIFY OPENING TO ACCOMMODATE NEW DOOR. RELOCATE (2) DISHWASHERS. REPLACE SINKS EXISTING WINDOW TO BE REMOVED IN ITS ENTIRETY. EXISTING WINDOWS TO BE REMOVED IN THEIR ENTIRETY. MODIFY EXISTING OPENING TO ACCOMMODATE NEW DOORS WITH SIDELITES. ❑ It Im�-ml PORCH REMOVE ALL CABINETRY, APPLIANCES IU AND LIGHT FlXTURES. EXISTING RAILING, COLUMNS AND SCREEN TO BE REMOVED IN THEIR ENTIRETY. F-, DWI I El , I RELOCA SIN I DINING ROOM REMO SINK 11 II I I 11 KITCHEN 7 REMOVE WALLS, — — DOORS AND CASINGS 11 CUT NEW OPENING RELOCATE RANGE AS SHOWN. — — — — — — TO ACCOMMODATE AND REFRIGERATOR RELOCATE TOILET X I I NEW DOOR. I ( — REMOVE WALLS,DOORS, (� CASINGS AND CABINETRY PORCH ��0 AS SHOWN. UP r ` — —� — — — — i IPO ER T III L PdNTRY I RO EXISTING STAIR TO BE REMOVED IN ITS ENTIRETY EXISTING DOORS AND FRAME TO BE REMOVED IN THEIR ENTIRETY. SITTING ROOM LAUNDRY ROOM RELOCATE LAVATORY. LAVATORY TO BE SAVED AND REUSED IN NEW RECONFIGURED POWDER ROOM. RELOCATE SINK. REMOVE WALLS, DOORS, CASINGS AND CABINETRY AS SHOWN. RELOCATE WASHER AND DRYER. RELOCATE SINK. EXCAVATE AS REQUIRED TO ACCOMMODATE NEW STAIR FOUNDATION EXISTING WINDOW AND FRAME TO BE REMOVED IN ITS ENTIRETY. MODIFY EXISTING OPENING TO ACCOMMODATE NEW DOOR. DEMOLITION NOTES 1. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH THE NAMES AND PHONE NUMBERS OF ALL SUBCONTRACTORS USED DURING THE DEMOLITION (INCLUDING TRASH REMOVAL CONTRACTOR), THE DATES OF THE CONSTRUCTION IN THE TENANT PREMISES, AND COPIES OF ALL REQUIRED INSURANCE CERTIFICATES, PRIOR TO THE COMMENCEMENT OF ANY WORK. 2. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A COPY OF ALL PERMITS BEFORE COMMENCEMENT OF RELEVANT WORK AS WELL AS DISPLYING ALL PERMITS ON SITE. 3. THE CONTRACTOR SHALL CONSTRUCT DUST TIGHT PARTITIONS AND BARRICADES PRIOR TO THE COMMENCEMENT OF DEMOLITION AND ARE TO REMAIN IN PLACE UNTIL ALL WORK HAS BEEN COMPLETED AND WRITTEN APPROVAL HAS BEEN RECEIVED FROM THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL REAPAIRS TO THE SURFACES MARKED OR DAMAGED BY THE PARTITION INSTALLATION AND SUBSEQUENT REMOVAL, ALL SURFACES ARE TO BE RESTORE TO THEIR ORIGINAL CONDITION. 4. DUST PROTECTION SHALL BE PROVIDED TO THE SPACES ADJACENT TO WORK BEING PERFORMED. CONTRACTOR REMAINS LIABLE FOR DUST AND DIRT INTRUSION INTO ADJOINING SPACE. ALL DUST PROTECTION WORK TO BE COORDINATE WITH THE OWNER. 5. THE CONTRACTOR SHALL CONSULT THE OWNER PRIOR TO BRINGING ANY EQUIPMENT INTO THE PREMISES. 6. NO FLAMMABLE LIQUIDS OR MATERIALS SHALL BE STORE AT SITE JOB. EXISTING WINDOWS TO BE REMOVED IN ITS ENTIRETY. MODIFY OPENING TO ACCOMMODATE NEW WINDOWS. 7. AUTHORIZATION MUST BE OBTAIN FROM THE OWNER PRIOR TO COMMENCEMENT OF ANY CUTTING WELDING WORK. OWNER WILL GIVE AUTHORIZATION ONLY AFTER RECEIPT OF PROOF OF A BURNER'S/ WELDER'S PERMIT. 8. THE CONTRACTOR SHALL CONSULT WITH THE OWNER PRIOR TO COMMENCENT OF ANY WORK TO DETERMINE WHETHER THERE ARE ANY KNOWN HAZARDOUS SUBSTANCES IN OR NEAR THE PREMISES. IF ANY HADARDOUS SUBSTANCES IN OR NEAR ARE DISCOVERED DURING CONSTRUCTION ALL WORK IS TO STOP IMMEDIATLY AND NOTIFICATION GIVEN TO THE OWNER. 9. THE CONTRACTOR SHALL EMPLOY CLEAN UP PERSONNEL TO MAINTAIN THE WORK AREA IN A NEAT AND ORDERLY MANNER, INCLUDING ANY AREA BEYOND THE DUST TIGHT PARTITIONS OREWHEREE DUST,ODIRTRORGbEBRIES WHERE TRAFFIC TTHE PARTITION WHILE IMPLEMENTING PERSONNWORK, L SHOULD BE RESPONSIVE TO DIRECTION GIVEN BY THE CONTRACTOR AND BY THE OWNER THE OWNER WILL COORDINATE ALL CLEAN UP REQUEST THROUGH THE CONTRACTOR. HOWVER, WHEN DEEMED NECESSARY, THE OWNER WILL DIRECT CLEAN UP PERSONNEL DIRECTLY AND SUBSEQUENTLY NOTIFY THE CONTRACTOR. IN CASES WHERE THE OWNER'S STAFF MUST CLEAN UP CONTRACTOR'S WORK, THE COST OF SUCH WORK WILL BE BORNE BY THE CONTRACTOR. FOYER EXISTING WINDOWS TO BE REMOVED ❑ 13 IN THEIR ENTIRETY. 7 EXISTING DOORS �— TO BE REMOVED IN THEIR ENTIRETY. III EXISTING DOORS LIVING ROOM TO BE REMOVED IN THEIR ENTIRETY. FAMILY ROOM i L 10. CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY ARCHITECT OF ALL DISCREPANCIES BEFORE PROCEEDING WITH WORK. 11. PREVENT MOVEMENT OF SETTLEMENT OF STRUCTURE(S). PROVIDE AND PLACE BRACING OR SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE. ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE OR INJURY. 12. CEASE OPERATION AND NOTIFY THE OWNER IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE. DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED. 13. PROVIDE MAINTAIN LIGHTING AND GUARD RAILS AS REQUIRED BY APPLICABLE, REGULATORY ADVISORY TO PROTECT OCCUPANTS AND WORKERS. 14. ARRANGE PAY FOR DISCONNECTION, REMOVING AND CAPPING UTILITY SERVICES WITHIN AREAS OF DEMOLITION. DISCONNECT AND STUB OFF. NOTIFY THE AFFECTED UTILITY COMPANY AND BUILDING MANEGER IN ADAVNCED AND OBTAIN APPROVAL BEFORE STARTING THIS WORK. 15. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. IDENTIFY SERVICE LINES AND CAPPING LOCATIONS ON PROJECT RECORD DOCUMENTS. 16. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE NEW WORK STING INCLUDING THAT ANDA SUPPOFRTINCONNECTION S TRUCTIUORAL TO THE EXISTING BUILDING. ACCORDANCE WITH CONSTRUCTION SCHEDULE. EXISTING SLIDING DOORS AND GLASS PANELS TO BE REMOVED IN THEIR ENTIRETY. EXISTING WINDOWS TO BE REMOVED IN ITS ENTIRETY. MODIFY OPENING TO ACCOMMODATE NEW DOORS WITH SIDELITES. REMOVE PARTITIONS, DOORS, CASINGS AND CABINETRY AS SHOWN. CUT NEW OPENING TO ACCOMMODATE NEW DOOR. LXISIING SLIDING DUUHS AND GLASS PANELS TO BE 7 REMOVED IN THEIR ENTIRETY. 01 FIRST FLOOR PLAN 1/8'=1'-0' EXISTING WINDOW AND DOOR TO BE REMOVED IN THEIR ENTIRETY. MODIFY WINDOW OPENING TO ACCOMMODATE NEW WINDOW. CUT NEW OPENING TO ACCOMMODATE NEW DOOR. -REMOVE WALLS, DOORS AND CASINGS AS SHOWN. RELOCATE SHOWER, TOILET AND LAVATORY. LAVATORY TO BE SAVED AND REUSED IN POWDER ROOM 1. 17. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. 18. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED, AT NO COST TO THE OWNER. 19. BURNING OF MATERIALS ON SITE IS NOT PERMITTED. 20. REMOVE DEMOLISHED MATERIALS, TOOLS AND EQUIPMENT FROM SITE UPON OF COMPLETION OF WORK. 21. THE BUILDING'S FIRE RATING ON ALL STEEL (IF ANY SHALL NOT BE COMPROMISED G.C. SHALL BE RESPONSIBLE FORTHE INTEGRITY OF THE EXISTING FIRE RATING. G.C. SHALL REPAIR ANY DAMAGE TO THE EXISTING FIRE RATING AT G.C.'S EXPENSE. 22. G.C. SHALL OBTAIN ARCHITECT'S APPROVAL BEFORE DEMOLITION OF ANY STRUCTURAL COMPONENTS. —TYP. PERMIT SET 12.19.05 SCHEMATIC DESIGN 08.29.05 REVISION ISSUE DATE ROCKY LEDGE FISHERS ISLAND, NEWYORK co OF Ni�-Z KINLIN RUTHERFURD ARCHITECTS 145 WEST 30TH STREET, LITH FLOOR TEL: (212) 695-2988 NEW YORK, NEW YORK 10001 FAX: (775) 582-1736 FIRST FLOOR DEMOLITION PLAN FULL SCALE PROJECT: 64 M N En w 0 REMOVE AND RETAIN DOOR TO BE REINSTALLED. DEMOLITION NOTES 1. 2. 3. 4. 5. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH THE NAMES AND PHONE NUMBERS OF ALL SUBCONTRACTORS USED DURING THE DEMOLITION (INCLUDING TRASH REMOVAL CONTRACTOR), THE DATES OF THE CONSTRUCTION IN THE TENANT PREMISES, AND COPIES OF ALL REQUIRED INSURANCE CERTIFICATES, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A COPY OF ALL PERMITS BEFORE COMMENCEMENT OF RELEVANT WORK AS WELL AS DISPLYING ALL PERMITS ON SITE. THE CONTRACTOR SHALL CONSTRUCT DUST TIGHT PARTITIONS AND BARRICADES PRIOR TO THE COMMENCEMENT OF DEMOLITION AND ARE TO REMAIN IN PLACE UNTIL ALL WORK HAS BEEN COMPLETED AND WRITTEN APPROVAL HAS BEEN RECEIVED FROM THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL REAPAIRS TO THE SURFACES MARKED OR DAMAGED BY THE PARTITION INSTALLATION AND SUBSEQUENT REMOVAL, ALL SURFACES ARE TO BE RESTORE TO THEIR ORIGINAL CONDITION. DUST PROTECTION SHALL BE PROVIDED TO THE SPACES ADJACENT TO WORK BEING PERFORMED. CONTRACTOR REMAINS LIABLE FOR DUST AND DIRT INTRUSION INTO ADJOINING SPACE. ALL DUST PROTECTION WORK TO BE COORDINATE WITH THE OWNER. THE CONTRACTOR SHALL CONSULT THE OWNER PRIOR TO BRINGING ANY EQUIPMENT INTO THE PREMISES. NO FLAMMABLE LIQUIDS OR MATERIALS SHALL BE STORE AT SITE JOB. 7. AUTHORIZATION MUST BE OBTAIN FROM THE OWNER PRIOR TO COMMENCEMENT OF ANY CUTTING WELDING WORK. OWNER WILL GIVE AUTHORIZATION ONLY AFTER RECEIPT OF PROOF OF A BURNER'S/ WELDER'S PERMIT. 8. THE CONTRACTOR SHALL CONSULT WITH THE OWNER PRIOR TO COMMENCENT OF ANY WORK TO DETERMINE WHETHER THERE ARE ANY KNOWN HAZARDOUS SUBSTANCES IN OR NEAR THE PREMISES. IF ANY HADARDOUS SUBSTANCES IN OR NEAR ARE DISCOVERED DURING CONSTRUCTION ALL WORK IS TO STOP IMMEDIATLY AND NOTIFICATION GIVEN TO THE OWNER. 9. THE CONTRACTOR SHALL EMPLOY CLEAN UP PERSONNEL TO MAINTAIN THE WORK AREA IN A NEAT AND ORDERLY MANNER, INCLUDING ANY AREA BEYOND THE DUST TIGHT PARTITIONS OREH DSODRTRRGRASARDTERR ESNWREE UT,DIRT, HMIGTEHPAITIONETHESEPROEL SHOULD BE RESPONSIVE TO DIRECTION GIVEN BY THE CONTRACTOR AND BY THE OWNER THE OWNER WILL COORDINATE ALL CLEAN UP REQUEST THROUGH THE CONTRACTOR. HOWVER, WHEN DEEMED NECESSARY, THE OWNER WILL DIRECT CLEAN UP PERSONNEL DIRECTLY AND SUBSEQUENTLY NOTIFY THE CONTRACTOR. IN CASES WHERE THE OWNER'S STAFF MUST CLEAN UP CONTRACTOR'S WORK, THE COST OF SUCH WORK WILL BE BORNE BY THE CONTRACTOR, 01 SECOND FLOOR PLAN 1/a°=V-0° 10. CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY ARCHITECT OF ALL DISCREPANCIES BEFORE PROCEEDING WITH WORK. 11. PREVENT MOVEMENT OF SETTLEMENT OF STRUCTURES). PROVIDE AND PLACE BRACING OR SHORING AND BE RESPONSIBLE FOR SAFETY AND U PORT OF STRUCTURE. ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE OR INJURY. 12. CEASE OPERATION AND NOTIFY THE OWNER IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE. DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED. 13. PROVIDE MAINTAIN LIGHTING AND GUARD RAILS AS REQUIRED BY APPLICABLE, REGULATORY ADVISORY TO PROTECT OCCUPANTS AND WORKERS. 14. ARRANGE PAY FOR DISCONNECTION, REMOVING AND CAPPING UTILITY SERVICES WITHIN AREAS OF DEMOLITION. DISCONNECT AND STUB OFF. NOTIFY THE AFFECTED UTILITY COMPANY AND BUILDING MANEGER IN ADAVNCED AND OBTAIN APPROVAL BEFORE STARTING THIS WORK. 15. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. IDENTIFY SERVICE LINES AND CAPPING LOCATIONS ON PROJECT RECORD DOCUMENTS. 16. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE NEW WORK INCLUDING AND SUPPOROTING CONNECTION AL MEMBERSSPHASEUDEMOLITIONOINCT ACCORDANCE WITH CONSTRUCTION SCHEDULE. 17. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. 18. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED, AT NO COST TO THE OWNER. 19. BURNING OF MATERIALS ON SITE IS NOT PERMITTED. 20, REMOVE DEMOLISHED MATERIALS, TOOLS AND EQUIPMENT FROM SITE OF WORK. 21. THE BUILDING'S FIRE RATING ON ALL STEEL (IF ANY) SHALL NOT BE RESPONSIBLE FORTHE INTEGRITY OF THE EXISTING FIRE RATING. G.C. DAMAGE TO THE EXISTING FIRE RATING AT G.C.'S EXPENSE. 22. G.C. SHALL OBTAIN ARCHITECT'S APPROVAL BEFORE DEMOLITION OF UPON OF COMPLETION COMPROMISED G.C. SHALL BE SHALL REPAIR ANY ANY STRUCTURAL COMPONENTS. —TYP. ND LAVATORY. PERMIT SET 12.19.05 SCHEMATIC DESIGN 08.29.05 REVISION ISSUE DATE ROCKYLEDGE FISHERS ISLAND, NEWYORK KINLIN RUTHERFURD ARCHITECTS 145 WEST 30TH STREET, LITH FLOOR TEL: (212) 695-2988 NEW YORK, NEW YORK 10001 FAX: (775) 582-1736 SECOND FLOOR DEMOLITION PLAN FULL SCALE PROJECT: 64 ul� DEMOLITION NOTES 1. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH THE NAMES AND PHONE NUMBERS OF ALL SUBCONTRACTORS USED DURING THE DEMOLITION (INCLUDING TRASH REMOVAL CONTRACTOR), THE DATES OF THE CONSTRUCTION IN THE TENANT PREMISES, AND COPIES OF ALL REQUIRED INSURANCE CERTIFICATES, PRIOR TO THE COMMENCEMENT OF ANY WORK. 2. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A COPY OF ALL PERMITS BEFORE COMMENCEMENT OF RELEVANT WORK AS WELL AS DISPLYING ALL PERMITS ON SITE. 3. THE CONTRACTOR SHALL CONSTRUCT DUST TIGHT PARTITIONS AND BARRICADES PRIOR TO THE COMMENCEMENT OF DEMOLITION AND ARE TO REMAIN IN PLACE UNTIL ALL WORK HAS BEEN COMPLETED AND WRITTEN APPROVAL HAS BEEN RECEIVED FROM THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL REAPAIRS TO THE SURFACES MARKED OR DAMAGED BY THE PARTITION INSTALLATION AND SUBSEQUENT REMOVAL, ALL SURFACES ARE TO BE RESTORE TO THEIR ORIGINAL CONDITION. 4. DUST PROTECTION SHALL BE PROVIDED TO THE SPACES ADJACENT TO WORK BEING PERFORMED. CONTRACTOR REMAINS LIABLE FOR DUST AND DIRT INTRUSION INTO ADJOINING SPACE. ALL DUST PROTECTION WORK TO BE COORDINATE WITH THE OWNER. 5. THE CONTRACTOR SHALL CONSULT THE OWNER PRIOR TO BRINGING ANY EQUIPMENT INTO THE PREMISES. 6. NO FLAMMABLE LIQUIDS OR MATERIALS SHALL BE STORE AT SITE JOB. 7. AUTHORIZATION MUST BE OBTAIN FROM THE OWNER PRIOR TO COMMENCEMENT OF ANY CUTTING WELDING WORK. OWNER WILL GIVE AUTHORIZATION ONLY AFTER RECEIPT OF PROOF OF A BURNER'S/ WELDER'S PERMIT. 8. THE CONTRACTOR SHALL CONSULT WITH THE OWNER PRIOR TO COMMENCENT OF ANY WORK TO DETERMINE WHETHER THERE ARE ANY KNOWN HAZARDOUS SUBSTANCES IN OR NEAR THE PREMISES. IF ANY HADARDOUS SUBSTANCES IN OR NEAR ARE DISCOVERED DURING CONSTRUCTION ALL WORK IS TO STOP IMMEDIATLY AND NOTIFICATION GIVEN TO THE OWNER. 9. THE CONTRACTOR SHALL EMPLOY CLEAN UP PERSONNEL TO MAINTAIN THE WORK AREA IN A NEAT AND ORDERLY MANNER, INCLUDING ANY AREA BEYOND THE DUST TIGHT PARTITIONS WHERE WORK IS OCCURRING WHERE TRAFFIC HAS OCURRED WHILE IMPLEMENTING WORK, OR WHERE DUST, DIRT, OR bEBRIS HAS MIGRATED THE PARTITION. THESE PERSONNEL SHOULD BE RESPONSIVE TO DIRECTION GIVEN BY THE CONTRACTOR AND BY THE OWNER THE OWNER WILL COORDINATE ALL CLEAN UP REQUEST THROUGH THE CONTRACTOR. HOWVER, WHEN DEEMED NECESSARY, THE OWNER WILL DIRECT CLEAN UP PERSONNEL DIRECTLY AND SUBSEQUENTLY NOTIFY THE CONTRACTOR. IN CASES WHERE THE OWNER'S STAFF MUST CLEAN UP CONTRACTOR'S WORK, THE COST OF SUCH WORK WILL BE BORNE BY THE CONTRACTOR. O1 THIRD FLOOR PLAN 1/8'=l' -V 10, CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY ARCHITECT OF ALL DISCREPANCIES BEFORE PROCEEDING WITH WORK. 11. PREVENT MOVEMENT OF SETTLEMENT OF STRUCTURE(S). PROVIDE AND PLACE BRACING OR SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE. ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE OR INJURY. 12. CEASE OPERATION AND NOTIFY THE OWNER IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE. DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED. 13. PROVIDE MAINTAIN LIGHTING AND GUARD RAILS AS REQUIRED BY APPLICABLE, REGULATORY ADVISORY TO PROTECT OCCUPANTS AND WORKERS. 14. ARRANGE PAY FOR DISCONNECTION, REMOVING AND CAPPING UTILITY SERVICES WITHIN AREAS OF DEMOLITION. DISCONNECT AND STUB OFF. NOTIFY THE AFFECTED UTILITY COMPANY AND BUILDING MANEGER IN ADAVNCED AND OBTAIN APPROVAL BEFORE STARTING THIS WORK. 15. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. IDENTIFY SERVICE LINES AND CAPPING LOCATIONS ON PROJECT RECORD DOCUMENTS. 16. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE NEW EXISTING INCLUDING AND SUPPORTING CONNECTION MEMBERS,SPHASEUDEMOLITIONOINCT ACCORDANCE WITH CONSTRUCTION SCHEDULE. 17. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. 18. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED, AT NO COST TO THE OWNER. 19. BURNING OF MATERIALS ON SITE IS NOT PERMITTED. 20. REMOVE DEMOLISHED MATERIALS, TOOLS AND EQUIPMENT FROM SITE OF WORK. 21. THE BUILDING'S FIRE RATING ON ALL STEEL (IF ANY) SHALL NOT BE RESPONSIBLE FORTHE INTEGRITY OF THE EXISTING FIRE RATING. G.C. DAMAGE TO THE EXISTING FIRE RATING AT G.C.'S EXPENSE. 22. G.C. SHALL OBTAIN ARCHITECT'S APPROVAL BEFORE DEMOLITION OF UPON OF COMPLETION COMPROMISED G.C. SHALL BE SHALL REPAIR ANY ANY STRUCTURAL COMPONENTS. -TYP. PERMIT SET 12.19.05 SCHEMATIC DESIGN 08.29.05 REVISION ISSUE DATE ROCKYLEDGE FISHERS ISLAND, NEW YORK KINLIN RUTHERFURD ARCHITECTS 145 WEST 30TH STREET, LITH FLOOR TEL: (212) 695.2988 NEW YORK, NEW YORK 10001 FAX: (775) 582-1736 THIRD FLOOR DEMOLITION PLAN FULL SCALE PROJECT: 64 A033