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Home My WebLink About32519-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 8/28/2012 No: 35891 Date: 8/16/2012 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: ADDITION/ALTERATION 750 Paradise Point Rd, Southold, Sec/Block/Lot: 81.-3-26.1 Filed Map No. Lot No. filed in this officed dated 32519 dated 4/13/2009 conforms substantially to the Application for Building Permit heretofore 10/25/2006 pursuant to which Building Permit No. 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 screened porch and covered porches, to an existing one family dwelling as applied for~. NOTE: 8/17/12 this Certificate of Occupancy has been updated for street address, Suffolk County Tax Map number and owners name. Replaces CO Z-35502, dated 3/22/12. The certificate is issued to Edwards Avenue Corp. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 11/4/08 R10-11-0034 1/25/12 3060610 11/26/08 /~c Plumbing ,&, Heatin 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 Dopt. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical iustallation from Board 0fFire Underwriters. 4. Sw. om statement from plumber codifying 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~ I. Accurate survey of proPerty showing all property lines, streets, building and unusual naturaj or topographic features. 2. A properly c~,~mpleted 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 $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimmi~ig pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.01). 2. Ce[tificate 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) House No. Street Hamlet · Own6rorOwnersofPmperty: . '~,~6v'td. ~ //~'~'P,-~L~- ~X~ Suffolk County Tax Map No 1000, Section Subdivision PermitNo. 3~-)q Health Dept. Approval: Planning Board Approval: Date of Permit. Block '~ Filed Map. Applicant: Underwriters Approval: Lot Lot: Request for: Temporary Certificate Fee Submitted: $ ~r,), ~ Final Certificate: (check one) Applicant Signature SMITH, FIi~iKELSTEIN, LUNDBERG, ISLER AND YAKABOSKI, LLP ATTORNEYS AND COUNSELORS AT LAW Michael J. Verity Chief Building Inspector Building Department Town Hall Annex Building 54375 Route 25, P.O. Box 1179 Southold, New York 11971 Direct E-Mail: fisle~sfliy.com August 3, 2012 AUG - 6 2012 DEPI. Re: Edwards Avenue Corp. 750 Paradise Point Road, Southold Dear Mike: We are the attorneys for Edwards Avenue Corp. which owns the property shown as Lot 2 on the "Re-Subdivision (Lot Line Change)" map approved by the Planning Board on March 13, 2012. The new Lot 2 has been given a new tax number: 1000-081.00-03.00-026.001. The house and accessory structures located on the lot had previously had a street address of 900 Paradise Point Road. With the lot line modification, the address for the house is now 750 Paradise Point Road. Based on these changes, we would ask that your office re-issue the Certificate of Occupancy for the house (# Z3850 dated 6/29/70); the Certificate of Occupancy for the addition/alteration for the screened in porch and covered porches (certificate # 35502 dated 3/22/12); and the Certificate of Occupancy for the repairs and alterations to the accessory bath house (certificate # 35548 dated 3/22/12) to reflect the new address and tax map number. I enclose copies of the certificates of occupancy with the changes we request marked on them. Also enclosed for your convenience is a copy of the Planning Board approval dated March 13, 2012; a copy of the lot line modification map approved by the Planning Board; and a copy of the deed into Edwards Avenue Corp. of the property in questions. SMITH, FINKELSTEIN, LUNDBERG, ISLER AND YAKABOSKI, LLP CONTINUED Michael J. Verity August 3, 2012 Page 2 I am scheduled to be at a meeting at the Annex on August 16 and am hoping I can pick up the new certificates of occupancy when I am there. Please let me know if you need any additional information or have any questions. Thank you so much for your attention. FAI/cd Enclosure Town of Southold Annex P.O. Box 1179 54375 Main Road Southoid, New York 11971 4/17/2012 CERTIFICATE OF OCCUPANCY No: 35502 Date: 3/22/2012 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: ADDITION/ALTERATION 900 Paradise Point Rd, Southold, Sec/Block/Lot: 81.-3-25.1 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 10/25/2006 pursuant to which Building Permit No. 32519 dated 4/13/2009 was issued, and conforms to all of the requirements of thc applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including screened porch and covered porches, to an existing one family dwelling as applied for~. NOTE: 4/17/12 This Certificate of Occupancy has been corrected for change in house number and Suffolk County Tax Map Number. The certificate is issued to Scharf, Amy (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED ! 1/4/08 R10-I 1-0034 1/25/12 3060610 11//26/08 Peconic Plumbing & H~ting Authorized Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUII&)ING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32519 Z Date NOVEMBER 27, 2006 Permission is hereby granted to: CHARLES SCHARF 750 PARADISE POINT RD SOUTHOLD,NY 11971 for : ADDITIONS & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER TRUSTEES at premises located at County Tax Map No. 473889 Section 081 pursuant to application dated OCTOBER Building Inspector to expire on MAY 750 PARADISE POINT RD SOUTHOLD Block 0003 Lot No. 026 25, 2006 and approved by the 27, 2008. Fee $ 310.80 /~ut k~o ~i~z ed Signature Rev. 5/8/02 ORIGINAL Form No. 6 TOWN OF SOIJTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUP~ This application must be filled in by typewriter or ink and submitted to the Building De A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: '7 House No. Owner or Owners of Property: Suffolk County Tgx Map No 1002, Section Subdivision C q, '7 '3 Permit No. "~ _.D ~ ) ~' ~_ Health Dept. Approval: Planning Board Approval: Old or Pre-existing Building: Date. Street [ Block Hamlet Filed Map. Lot: Date of Permit.~ Applicant: Q Underwriters Approval: Request for: Temporary Certificate Fee Submitted: $ ~ ~, ~O Final Certificate: ~,, (check one) pp ' ant Sig~u-re BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY '10038 CERTIFIES THAT Upon the application of upon premises owned by G & S ELECTRICAL CONTR. CHARLES SCHARF P.O. BOX 215 750 PARADISE ROAD SOUTHOLD, NY 11971, SOUTHOLD, NY 11971 Located at 750 PARADISE ROAD SOUTHOLD, NY 11971 Application Number: 3060610 Certificate Number: 3060610 Lot: Building Permit:0 BDC:ns11 Section: Block: Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the26th Day of November, 2008. Name OTY Rathe Ratine ~irqtliB Tyne AdditionalCharges kitchen re-model and screened in porch Appliances and Accessories Dish Washer 1 0 1.2 KW Exhaust Fan 1 0 F.H.p Wiring And Devices Fixture 19 0 ~ncandescent Outlet 14 0 Gen, Purpose Outlet 19 0 Fixture Paddle Fan 2 0 Receptacle 2 0 GFCI Receptacle 9 0 Gen, Purpose Switch 13 0 Gen, Purpose I of 1 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. Town Hall, 53095 Main Road P.O. Box 1179 Southold, Nexv York 11971-(}959 Fax (631) 765-9502 Telcphone(63i)765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit No. ~ ,~ (q 2_ Owner: C~fi,~l.~$ '~ ~ 3A~' ~q'C (please Ibrint) Plumber: (please print) lead. I certify that the solder used in the water supply system contains less than 2/10 of 1% Sworn to before me this ~ da~yof )k/D0 , 20_1~ Notary Public,~L~-'O [~(-._ County ~ L. LOPER No~/Publi~, State o~ New yor~ ~0. 01L~070081 d V (Plumbers~j~ture~) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION /~ FOUNDATION 1ST [ [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION ] ROUGH PLBG. [ ]INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: INSPECTOR~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. ~X~FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION _ REMARKS.~ _ _~ DATE / ~ '-- ~ - 0 ~ INSPECTOR----~" ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INflATION [ ] FRAMING / STRAPPING [~-']'~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT REMARKS: ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING [,,'~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION Date: October 8, 2008 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 To: Town of Southold Building Dept. Re~ Framing/Strapping/Plumbing/Insulation/Fire Caulk Inspections Scharf 750 Paradise Pt. Rd. Southold, NY Permit# 32519z To Whom It May Concern: Framing, Strapping, Plumbing, Fire caulk, and Insulation inspections were preformed on the above addition, and it is deemed that all this work was done as per plan and meet all state and local building codes. A pressure test was also performed on the entire plumbing system. Any other questions please feel free to call. //~,~~~ ncerely ~[~[ 'xX~ )~)] Jame~-J.~eerkoski FIELD INSPECTION REPORT FOUNDATION (1ST) FOUNDATION (2ND) PLUMBING ~S~ATION PER N. Y. STATE ENERGY CODE . ~.~ -~-- ~DITION~ CO~ENTS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined t~./,~/. 20~_ Approved 1,/F~7~ 20 Disapproved PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying~ Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Fom~ NYSDEC Frustees Contact: Mail to: Building Inspector APPLICATION FOR BUILDING PERMIT t)ate 10:17 ,20 ~6~ OC~i~. 5 0¢ INSTRUCTIONS a This application MUST~e completely filled in by typewritcr or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to ~calc Fee according to schedule b. Plot plan showi'ag-aoceL~m of lot and of buildings on premises, relationship to a4iotning premises or public streets or c Thc work covered by this applicalion 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 c 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 Ever), 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 Item such da e I f no zoning amendments or other regulations allkcting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of thc permit fi~r an addition six months. Thereafter. a nc'~ permit shall be required APPLICATION IS l IEREBY MADE to the Building Department for the issuance of a Building Permit pnrsuam to thc Building Zone Ordinance of the Town of Southold. Suttblk 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. housmg~d regulations, and to admit authorized inspectors on premises and in building for necessary inspections ~/~__ _ (Signature of applicant or name. ifa corporation) (Mailing address of applicant) State whether applicant is owncr, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nalneofov, nerofpremises ~...~4..t~.,1,-~ ~u, Ol~ 1~,4~,( (As on the tax roll or latest deed) If applicam is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. "~ Plumbers License No. __,In8 Electricians Eicense No. Other Trade's I,icense No. 1. Location of land on which proposed work wdl be done: 7,$'0 g,~gt~l> IfF-- House Number Street Hamlet County Tax Map No. 1000 Scction SubdMsion (Name) Block 0.~ Lot ~.~ Filed Map No. Lot 2..State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupanc~ '~._t~.~ ~1.-~( ~ b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition ~. Alteration ~. Repair ~ .. Removal Demolition Other Work 4. Estimated Cost '~ }-.~),OO1~ __ Fee -.-~1~.%~ '~ (Description) f (To bc 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. I f business, commercial or mixed occupancy', specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ~61 Rear Height j~ I Number of Stories Dimensions of same structure with alterations or additions: Front Depth _~. ~-~. Height 8. Dimensions of entire new construction: Fronl Height J'~.'" Number of Stories J 9. Size of lot: Front "~7,.~' '~- Rear I0. Date of Purchase '~/~o~'''' Name of Former Owner I I. Zone or use district in which prcmises are situated ::5~4a,15. Rear Number of Stories Rear ~//~. Depth j~ Depth 12. l)oes proposed construction violate any zoning law, ordinance or regulation? YES NOg 13. Will lot be re-graded? YES NO ~ Will excess lill be removed from premises? YES NO 14. Names of Owner of premises (-'~-.¢~' Address ~'51~¢~,~.l~..~ Phone No. 551~-~'~,, -2?tO NameofArchitccl ~..,~ t~It. OvW~,.~t'J Address .Ke..~tllh,~/a~.¥PhoneNo Name of Contractor ,vf.~,~ Address ' Phone No. 15 a. Is this property within I00 feet cfa tidal wetland or a l?eshwatcr wetland? * YES X. NO · IF YES, SOUTHOED TOWN TRIJSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. ls this propcrty within 300 feet ofa tidal wetland? * YES ~. NO ~"T~"~ I~,,~RO'~I,-" ~O6. · IF YES. D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate fbundation plan and distances to property lines. 17. I f elevation at any point on property is at 10 t~ct or below, must provide topographical data on survey. STAfE OF NEW YORK) SS: ~ tGi4~. ~TI-~ being duly swom, deposes and says that ts)he is thc applicant (Name of individual signing contract) above named, (S)I lc is the (Contractor, Agent, Corporate Officer. crc ) of said owner or owners, and ts duly authorized to perform or have pcrlbrmed thc said work and to make and file this application: that all statements contained in this application are true to the best of his knowledge and be]icL and that the work will be performed in the manner set tbr~h in the application filed therewith Sworn Io before me this '~ day of 0 ~lr~ ~- Nota~ Public ~' Signature of Applicant NOV-02-2006 1E~,~ Fpom:RHG~. 9~4722~009 To:G?l 765 9502 P. lxl BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, I~EW YORK I)A"I'E: August 23~ TO: C~ L, LRLES & AM~' $CH_&ARF PROPERTY Ail DRESS: 750 PARADISE POINT RD.~ SOU._Tf. IOI,D . CTM#81-3-25. AUTHORIZATION Pur~mnt n~/he i.,rovisions of Chapter 275 an~dor (.:hapt~ [ 11 of thc 'I'ow~ Code of the Tc,v ~: of Smlthnld ,uld in accorda~ce w'i~h thc Resctudou of I. he Board ofT~ u~[~:8 adopter] at thc rm;cting h. I, ~ on Au ~.?;t 23.2.006, an[ i 3 consideration of :* ~olicatloa fee in the sum of $250.00 p,dd by Chatlc.~ & Amy Schar__f, m ..~ '. u~;~cct to thc Tc r, ~ and C~mditions a.~ ,.t~ cd in the Resolution, the. Sonthold '£ow~l Board o_t'l:astccs ~.~,',~ '};:c.~ and per,m~:.', ~J)e folJo~mg: WetlanJ ! ~,'mit to construct addihons to the existing single-family dwctling in¢luO uT, a new ~ reeued porch~ new open f,'ont porch, an~ n~ ,~ extension to ~.1~ ~ric.k ~ ,atio. Ex~e~'~or upgrades including siding replacement :~ad roofiug m~ ~; ,al .?epla: ;merit, ar.d dl as depicted o.,~ the su~ vcy prepared by 5oseph A. hageg ,. J~ly 6 2006 an,:! aide plan prepared by Mici~ael E. Smith r~st dated July 31, ). IN WITNbrF!'; ~I"IF_.I~C,F, thc sai0 Ilo, rd o, Tva d¢c!i hcrcby causes i -. Corporate SeaJ ~:o b~ all~.xcd, axiu [h,.,~ c plCSC~t~ 'a I ~ ,.ubscribcd L~y a majority ol'mc s:.~,t Bc~ard a.$ of'this detz. James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OFTOWNTRUSTEES TOWN OFSOUTHOLD CERTIFICATE OF COMPLIANCE # 0403C Date February 9, 2009 THIS CERTIFIES that the additions to the existing dwelling, screened porch, open front porch and extension to the existing brick patio At 750 Paradise Point Rd., Southold Suffolk County Tax Map #81-3-25.1 &26 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 8/2/06 pursuant to which Trustees Wetland Permit #6422 Dated 8/23/06 was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for additions to the existing dwelling, screened porch, open front porch and extension to the existing brick patio. The certificate is issued to CHARLES & AMY SCHARF owners of the aforesaid property. Authorized Signature New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 Phone: (631)444-0365 · FAX: (631)444-0360 Website: w,,vw dec.state.ny.us LETTER OF NO JURISDICTION - TIDAL WETLANDS ACT Denise M. Sheehan Commissioner Charles and Amy Scharf 45 Cushman Road Scarsdale, NY 10583 September 21,2006 Re: Application #1-4738-03630/00001 Schart Property, 750 Paradise Point Road. Southold, NY 11971 S.C.T.M. #1000-81-3-25.1 & 26 Deaf Mr. and Mrs. Schad: Based on the information you have submitted, the Department of Environmental Conservation (DEC) has determined that the property landward of the "TOP OF BANK", as shown on the survey prepared by Joseph A. Ingegno dated May 10, 2005 last revised July 6, 2006, is beyond Article 25 (Tidal Wetlands Act) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Regulations (6NYCRR Part 661 ) no permit is required. Be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Mark Carrara Deputy Permit Administrator CC: Richard Henry Behr Architect P.C. MHP file (kaf) WBO:SO 90 08 ~o0 RICHARD HENRY BEHR ARCHITECT P.C. 2 WEAVER ~TREET TRANSMITTAL TO: Town of Southold Building DATE: Department cc: File VIA: include tracking # FROM: Michael Smith # PAGES: including this one re: Building Permit Application PROJECT: 10.20.06 Fcd Ex Scharf residence COMMENTS: To whom it may concern, Please see attached the following in connection with a building permit application for 75o Paradise Point Road: t.o Check for application Fee 2.o Building permit application 3.o (4) sets of construction drawings and survey 4.o Copies of Trustees and DEC approval. Please contact me if anything else is required to obtain a building permit. Regards, Michael Smith Vice President Richard Henry Behr Architect P.C. C:\Documents and Settings\mike\Desktop\Office Documents\Transmittal.doc Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York I 1971-0959 Telephone (631 ) 765-1802 Fax (631 ) 765-9502 TOWN OF ~ December 12, 2008 Charles W Scharf 45 Cushman Road Scardsdale, NewYork 10583 RE: 750 Paradise Point Road, Southold TO WHOM IT MAY CONCERN: .e following items are needed to complete your __ Application for Certificate of Occupancy. (Enclosed) ~ccupancy: Electrical Underwriters Certificate. A fee of $25.00. ~?~C ~0~.~.~, Final Health Department approval. Plumbers solder certificate (all permits involving plumbing after 4/1/84). . Trustees Certificate of Compliance. Final Planning Board Approval. Final Fire inspection from Fire Marshal. Final inspection from the Building Department. Final Landmark Preservation approval. Building Permit: 32519-Z additions and alterations PATRICIA C. MOORE, ATTORNEY AT LAW 51020 Main Road Southold, NY 1:197:]. (631) 765-4330 emaih pcmoore@mooreattys.com LETTER [] Please reply [] No reply necessary SIGNED PATRICIA C. MOORE, ATTORNEY AT LAW 51020 Main Road Southold, NY 11971 (631) 765-4330 emaih pcmoore@mooreattys.com LETTER SIGNED [] Please reply [] No reply necessary PATRICIA C. MOORE, ATrORNEY AT LAW 51020 Main Road Southoid, NY 11971 (631) 765-4330 emaih pcmoore@mooreattys.com LETTER Subject MAR 2 2 20]2 SIGNED [] P~ease reply [] No reply necessary PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III MARTIN H. SIDOR MAILING ADDRES~S~. P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cot. Main Rd. & Youngs Ave.) Southold, NY March 13, 2012 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Re: Final Approval: Lot Line Change for Charles & Amy Scharf Located on Paradise Point Road, Southold SCTM#1000-81-3-25.1 & 26 Zoning District: R-80 Dear Ms. Moore: The Southold Town Planning Board adopted the following resolutions at a meeting held on Monday, March 12, 2012: WHEREAS, this proposal is to transfer 48,211 s.f. from SCTM#1000-81-3-25.1 to SCTM#1000-81-3-26. As a result, Lot 25.1 will decrease from 135,332 s.f. to 87,120 s.f. and Lot 26 will increase from 94,446 s.fo to 142,657 s.f. in the R-80 Zoning District; and WHEREAS, an application for a lot line modification was submitted on July 9, 2009 by Patricia C. Moore for the property located at Paradise Point Road, Southold, SCTM#1000-81-3-25.1 & 26, in the R-80 Zoning District; and WHEREAS, on January 25, 2010, the Southold Town Planning Board, at their Work Session, reviewed the subdivision history and requested lot line change; and WHEREAS, on February 2, 2010, a letter was sent to the applicant requesting revised plats stating that the proposed lot line change submitted does not comply with the Southold Town Code and other applicable requirements for the following reasons: · The current application violates a condition required by the previous re- subdivision involving SCTM#1000-81-3-25.1 which was granted Final Approval on April 12, 2005. · This proposed lot line change would create an irregularly shaped lot; and Charles and Amy Scharf PaRe Two March 13, 2012 WHEREAS, on June 24, 2010, the applicant's agent submitted 5 revised prints; and WHEREAS, on July 12, 2010, the Southold Town Planning Board accepted the revised maps for review; and WHEREAS, on July 13, 2010, referrals were sent to the Southold Fire District, Suffolk County Planning Commission, and the Southold Town Office of the Town Engineer; and WHEREAS, on July 28, 2010, the Southold Fire District responded that there is adequate fire protection; and WHEREAS, on August 23, 2010, the Suffolk County Planning Commission (SCPC) responded with a decision of local determination; and WHEREAS, at the September 13, 2010 Work Session, the Southold Town Planning Board reviewed and accepted the referral comments from the Office of the Town Engineer, Suffolk County Planning Commission and the Fire District, and set a public hearing for October 18, 2010; and WHEREAS, on September 14, 2010, a letter was sent to the applicant requesting map revisions; and WHEREAS, on October 18, 2010, the public hearing was closed; and WHEREAS, on December 2, 2010, the applicant submitted 5 revised plats; and WHEREAS, on December 13, 2010, the Southold Town Planning Board reviewed and accepted the revised map submission with the requested changes; and WHEREAS, the Planning Board pedormed an uncoordinated review of this Unlisted Action pursuant to 6 NYCRR Part 617, Section 617.7 of the State Environmental Quality Review Act (SEQRA); and WHEREAS, on January 11, 2011, the Southold Town Planning Board issued a Negative Declaration on the above-referenced application; and WHEREAS, on February 27, 2012, the Southold Town Planning Board reviewed the application at their Work Session and requested that the applicant submit draft deeds and a plat endorsed by the Suffolk County Department of Health Services (SCDHS); and WHEREAS on March 8, 2012, the applicant submitted the requested draft deeds and a plat endorsed by the SCDHS; and WHEREAS, on March 12, 2012, the Planning Board, at their Work Session, accepted the submitted draft deeds and the plat endorsed by the SCDHS; and Charles and Amy Scharf Pa.qe Three March 13, 2012 WHEREAS, the Southold Town Planning Board, pursuant to Town Code §240-56 Waivers of Certain Provisions, may waive certain elements of the subdivision review if in its judgment they are not requisite in the interest of the public health, safety and general welfare. After reviewing the information submitted for this application, the Planning Board has determined that it is eligible for a waiver of the ERSAP, the Primary and Secondary Conservation Area Plan, and the Sketch Plan and Preliminary Plat steps of the subdivision process for the following reasons: 1. No new lots are being created; 2. No changes will occur as a result of this lot line change that would affect the character of the neighborhood; and WHEREAS, the Planning Board has determined that the proposed action meets all the necessary requirements of Town Code §240 for a lot line modification; be it therefore RESOLVED, that the Southold Town Planning Board hereby waives the requirements of §240 to submit the ERSAP, Primary and Secondary Conservation Plans, Sketch Plan and Preliminary Plat steps; and be it further RESOLVED, that the Southold Town Planning Board grants Final Approval on the lot line application, including the draft deeds as submitted, and the map entitled "Re- Subdivision for Charles and Amy Scharf at Bayview', dated June 18, 2010, last revised December 2, 2010, prepared by John T. Metzger, Peconic Land Surveyors, P.C., and authorizes the Chairman to endorse the map. Please submit a copy of the recorded deed to the Southold Town Planning Department within 62 days of the date of Final Approval, or such approval shall expire. If you have any questions regarding the above, please contact this office. Very truly yours, Chairman Encl. CC; Assessors w/map Building Department w/map CC#: C12-11831 COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DEED recorded in my office on03/21/2012 under Liber D00012688 and Page 305 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 03/21/2012 SUFFOLK COUNTY CLERK JUDITH A. PASCALE SEAL SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Number of Pages: 5 Receipt Number : 12-0033113 TRANSFER TAX NUMBER: 11-16655 District: 1000 Deed Amount: Recorded: At: LIBER: PAGE: Section: Block: 081.00 03.00 EXAMINED AND CHARGED AS FOLLOWS $0.00 03/21/2012 01:45:27 PM D00012688 305 Lot: 026. 001 Received the Following Fees For Page/Filing $25.00 COE $5.00 EA-CTY $5.00 TP-584 $5.00 Cert. Copies $5.20 Transfer tax $0.00 TRANSFER TAX NUMBER: 11-16655 Above Instrument Exempt NO Handling NO NYS SRCHG NO EA-STATE NO Notation NO RPT NO Comm. Pres Fees Paid THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL Exempt $20.00 NO $15.00 NO $250.00 NO $0.00 NO $30.00 NO $0.00 NO $360.20 JUDITH A. PASCALE County Clerk, Suffolk County Number of pages This document will be public record. Please remove all Social Security Numbers prior to recording. 31 Deed / Mortgage Instrument Deed / Mortgage Tax Stamp Recording / Filing Stamps FEES Page/FilingFee Handling 20. 00 TP*$84 Notation EA-52 17 (County) Sub Total EA-5217 (State) R.P.T.S.A. Comm. of Ed. 5. 00 Affidavit Certified Copy/' NYS Surcharge Other 4 I Dis Real Pro[ Tax Servi Agenc,. Verificat 6 15. O0 Sub Total Grand Total 12006142 ooo oazoo 0300 o2 ooz Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD & RETURN TO: PATRICIA C. MOORE 51020 MAIN ROAD SOUTHOLD NY 11971 8 Mail to: Judith A. Pascale, Suffolk County Clerk Co7.'N/ame 310 Center Drive, Riverhead, NY 11901 www.suffolkcountyny.gov/clerk Tit e # Mortgage Amt. 1. Basic Tax 2. Additional Tax Sub Total Spec./Assit. or Spec./Add. TOT. MTG. TAX Dual Town __ Dual County __ Held for Appointment Transfer Tax ~ Mansion Tax The property covered by this mortgage is or will be improved by a one or two family dwelling only. YES or NO If NO, see appropriate tax clause on page # of this instrument. Community Preservation Fund Consideration Amount $ CPF Tax Due $ Improved Vacant Land TD TD TD Title Company Information Suffolk County Recording & Endorsement Page BARGAIN & SALE DEED (SPECIFY TYPE OF INSTRUMENT) The premises herein is situated in SUFFOLK COUNTY, NEW YORK. In the TOWN of ~'~ ~-f/o~ '~ In the VILLAGE or HAMLET of This page forms part of the attached by: CHARLES W. SCHARF I0 CHARLES W. SCHARE BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. made (over) IMPORTANT NOTICE If the document you've just recorded is your SATISFACTION OF MORTGAGE, please be aware of the following: If a portion of your monthly mortgage payment included your property taxes, *you will now need to contact your local Town T ax Receiver so that you ma), be billed dir ectl), for all future propert), tax statements. Local property taxes are payable twice a year: on or before January 10,, and on or before May 31,,. Failure to make payments in a timely fashion could result in a penalty. Please contact your local Town Tax Receiver with any questions regarding property tax payment. Babylon Town Receiver of Taxes 200 East Sunrise Highway North Lindenhurst, N.Y. 11757 (631 ) 957-3004 Riverhead Town Receiver of Taxes 200 Howell Avenue Riverhead, N.Y. 11901 (631) 727-3200 Brookhaven Town Receiver of Taxes One Independence Hill Farmingville, N.Y. 11738 (631 ) 451-9009 Shelter Island Town Receiver of Taxes Shelter Island Town Hall Shelter Island, N,Y. 11964 (631) 749-3338 East Hampton Town Receiver of Taxes 300 Pantigo Place East Hampton, N.Y. 11937 (631 ) 324-2770 Smithtown Town Receiver of Taxes 99 West Main Street Smithtown, N.Y. 1 ~787 (631 ) 360-76 ~ 0 Huntington Town Receiver of Taxes 100 Main Street Huntington, N.Y. 11743 (631) 351-3217 Southampton Town Receiver of Taxes 116 Hampton Road Southampton, N.Y. 11968 (631 ) 283-6514 Islip Town Receiver of Taxes 40 Nassau Avenue Islip, N.Y. 11751 (631) 224-5580 Southold Town Receiver of Taxes B3095 Main Street Southold, N.Y. 11971 (631) 765-1803 dw 2/99 Sincerely, Judith A. Pascale Suffolk County Clerk BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS (INDIVIDUAL OR CORPORATION) STANDARD NYBTU FORM 8007 CAUTION: THIS AGREEMENT SHOULD BE PREPARED BY AN ATTORNEY AND REVIEWED BY ATTORNEYS FOR SELLER AND PURCHASER BEFORE SIGNING. THIS INDENTURE, made the \Ox~ day of March, 2012 between CHARLES W. SCHARF, residing at 45 Cushman Road, Scarsdale NY 10583 party of the first part, and CHARLES W. SCHARF, residing at 45 Cushman Road, Scarsdale NY 10583 party of the second part, WITNESSETH, that the party of the first part, in consideration of Ten Dollars and other valuable consideration, paid by the party of the second part, does hereby grant and release unto the party of the second part, the heirs or successors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being in the SEE SCHEDULE A ATTACHED (DESCRIPTION OF PREMISES) BEING AND INTENDED TO BE part of the same premises as conveyed by deed dated May 16, 2005 and recorded on June 6, 2005 in Liber 12391 page 74 in the Office of the Clerk of the County of Suffolk THIS CONVEYANCE is to confirm a lot line modification as approved by a Town of Southold Planning Board Resolution dated March 12, 2012. TOGETHER with all right, title and interest, if any, of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof, TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises, TO HA VEAND TO HOLD the premises herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part, covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word "party" shall be construed as if it read "parties" whenever the sense of this indenture so requires. IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: CHARIOTS W. SCHARF NYSBA Residential Real Estate Forms on HotDocs~ (9/00) Copyright Capsot~ Development State of New York ) SS~ County of On this ?'-/day of March, 2012, before, the undersigned, personally appeared CHARLES W. SCHARF, personally known to me or proved to me on the basis of satisfactory evidence to the be individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that.he/she/they executed the same in his/her/their capacity(les), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. Not~q~ Public, State of New York 01BA4851620 Qualified in New York County commission Expires NYSBA Residential Rear Estate Forms on HotDocs" (9/00) Copyright Capsofl~ Development SCHEDULE A (lot 2) ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being in the Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the easterly side of Paradise Point Road at the intersection formed by the northerly line of lands now or formerly of Macari with the easterly side of Paradise Point Road distant 705 feet more or less northerly from the comer formed by the intersection of the northerly side of Cedar Beach Road with the easterly side of Paradise Point Road; RUNNING THENCE North 24 degrees 53 minutes 20 seconds East along the easterly line of Paradise Point Road a distance of 186.66 feet to a monument; THENCE South 74 degrees 16 minutes 04 seconds East along other lands now or formerly of Scharf a distance of 406.95 feet to a monument; THENCE South 65 degrees 14 minutes 50 seconds East a distance of 200.00 feet to the mean high water mark of The Shelter Island Sound; THENCE along the mean high water mark along tie lines of The Shelter Island Sound, the following two (2) courses and distances: 1) South 16 degrees 45 minutes 49 seconds West a distance of 100.97 feet; 2) South 14 degrees 36 minutes 06 seconds West a distance of 152.36 feet to a point; THENCE North 65 degrees 17 minutes 30 seconds West 643.24 feet to a monument and the Point and Place of Beginning. · '/// ~ ~- ! ~"A%"'~-z,~'-' /~,~ 15 A~ ~ 2 I I ~ I 052 Ill .~ . ~ . . ~ ~xP. ~ I ~'17 ,,' . . ~ ~ ' , I, . ", "', ~B~ ~or' · ..' ~"' ', ,, ~ *~o~. ~, ~/ , "~u4D ~,~ ;~_ ~ SUFFOLK COUNTY fl~T,~ENT OF H~L TH SERVICES t~UPPAUGE~ ~ Y. . . - ~B 1 7 201~ ~A TE , / ,/# COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK CC#: C12-11830 I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DEED recorded in my office on0312112012 under Liber D00012688 and Page 304 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 03/2112012 SUFFOLK COUNTY CLEP. K JUDITH A. PASCALE SEAL SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Number of Pages: 5 Receipt Number : 12-0033113 TRANSFER TAX NUMBER: 11-16654 District: 1000 Deed Amount: Recorded: At: LIBER: PAGE: Section: Block: 081.00 03.00 EXAMINED AND CHARGED AS FOLLOWS $0.00 03/21/2012 01:45:27 PM D00012688 304 Lot: 025.002 Received the Following Fees For Above Instrument Exempt Page/Filing $25.00 NO Handling COE $5.00 NO NYS SRCHG EA-CTY $5.00 NO EA-STATE TP-584 $5.00 NO Notation Cert. Copies $5.20 NO RPT Transfer tax $0.00 NO Comm. Pres Fees Paid TRANSFER TAX NUMBER: THIS 11-16654 PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL $20.00 $15.oo $125.00 $0.00 $30.00 $0.00 $235.20 Exempt NO NO NO NO NO NO JUDITH A. PASCALE County Clerk, Suffolk County Number of pages This document will be public record. Please remove ali Social Security Numbers prior to recording. ,I Deed / Mortgage Instrument Deed / Mortgage Tax Stamp _:' J;:i:-L L Recording / Filing Stamps FEES Page / Filing Fee Handling 20. 00 TP-584 Notation EA-S2 17 (County) EA-5217 (State) R.P.T.S.A. Comm, of Ed. $. 00 Affidavit (Certified Cop)/ NYS Surcharge 15, 00 Other 4 J Dis~ Real ProF Tax Servi, Agen% Verificati 6 Sub Total Sub Total Grand Total 12006141 looo oeloo 0300 025002 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD & RETURN TO: PATRICIA C. MOORE 51020 MA1N ROAD SOUTHOLD NY 11971 Mail to: Judith A. Pascale, Suffolk County Clerk 310 Center Drive, Riverhead, NY 11901 www.suffolkcou ntyny.gov/clerk Tite# Mortgage Amt. 1. Basic Tax 2. Additional Tax Sub Total S pec./Assit. or Spec./Add. TOT. MTG. TAX Dual Town __ Dual County __ Held for Appointment Transfer Tax ~ Mansion Tax The property covered by this mortgage is or will be improved by a one or two family dwelling only. YES or NO If NO, see appropriate tax clause on page # __ of this instrument. 'a- lq-/ 5 Community Preservation Fund Consideration Amount $ CPF Tax Due $ Improved Vacant Land TD TD TD Title Company Information Suffolk County Recording & Endorsement Page This page forms part of the attached by: AMY E. SCHARF TO AMY E. SCHARF BARGAIN & SALE DEED (SPECIFY TYPE OF INSTRUMENT) The premises herein is situated in SUFFOLK COUNTY, NEW YORK. In the TOWN of '~O'f~t~ ,~ In the VILLAGE or HAMLET of made BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. (over) IMPORTANT NOTICE If the document you've just recorded is your SATISFACTION OF MORTGAGE, please be aware of the following: If a portion of your monthly mortgage payment included your property taxes, *you will now need to contact your local Town Tax Receiver so that you ma), be billed directl¥ for all future property/tax statements. Local property taxes are payable twice a year: on or before January lO,h and on or before May 31,. Failure to make payments in a timely fashion could result in a penalty. Please contact your local Town Tax Receiver with any questions regarding property tax payment. Babylon Town Receiver of Taxes 200 East Sunrise Highway North Lindenhurst, N.Y. 11757 (631) 957-3004 Riverhead Town Receiver of Taxes 200 Howell Avenue Riverhead, N.Y. 11901 (631) 727-3200 Brookhaven Town Receiver of Taxes One Independence Hill Farmingville, N.Y. 11738 (631) 451-9009 Shelter Island Town Receiver of Taxes Shelter Island Town Hall Shelter Island, N.Y. 11964 (631) 749-3338 East Hampton Town Receiver of Taxes 300 Pantigo Place East Hampton, N.Y. 11937 (631 ) 324-2770 Smithtown Town Receiver of Taxes 99 West Main Street Smithtown, N.Y. 11787 (631) 360-7610 Huntington Town Receiver of Taxes 100 Main Street Huntington, N.Y. 11743 (631) 351-3217 Southampton Town Receiver of Taxes 116 Hampton Road Southampton, N.Y. 11968 (631 ) 283-6514 Islip Town Receiver of Taxes 40 Nassau Avenue Islip, N.Y. 11751 (631) 224-5580 Southold Town Receiver of Taxes 53095 Main Street Southold, N.Y. 11971 (631) 765-1803 dw 2/99 Sincerely, Judith A. Pascale Suffolk County Clerk BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS (INDIVIDUAL OR CORPORATION) STANDARD NYBTU FORM 8007 CAUTION: THIS AGREEMENT SHOULD BE PREPARED BY AN ATTORNEY AND REVLEWED BY ATTORNEYS FOR SELLER AND PURCHASER BEFORE SIGNING~ THIS INDENTURE, made the \ day of March, 2012 between AMY E. SCHARF, residing at 45 Cushman Road, Scarsdale NY 10583 party of the first part, and AMY E. SCHARF, residing at 45 Cushman Road, Scarsdale NY 10583 party of the second part, WITNESSETH, that the party of the first part, in consideration of Ten Dollars and other valuable consideration, paid by the party of the second part, does hereby grant and release unto the party of the second part, the heirs or successors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being in the SEE SCHEDULE A ATTACHED (DESCRIPTION OF PREMISES) BEING AND INTENDED TO BE part of the same premises as conveyed by deed dated May 16, 2005 and recorded on June 6, 2005 in Liber 12391 page 75 in the Office of the Clerk of the County of Suffolk THIS CONVEYANCE is to confirm a lot line modification as approved by a Town of Southold Planning Board Resolution dated March 12, 2012. TOGETHER with all right, title and interest, if any, of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof, TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises, TO HA VE AND TO HOLD the premises herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part, covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. AND the party of the first part, in compliance with Section l 3 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word "party" shall be construed as if it read "parties" whenever the sense of this indenture so requires. IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: NYSBA Residential Real Estate Forms on HotDocsS (9/00) Copyright Capsofi~ Development State of New York ) SS: County of On this ~:A'day of March, 2012, before, the undersigned, personally appeared AMY E. SCHARF, personally known to me or proved to me on the basis of satisfactory evidence to the be individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(les), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. ?Notary Public Notaq~ Public, State of New York: 01BA4851620 Qualified in New York County Commission Expires 2-10-/~/ NYSBA Residential Real Estate Forms on HotDocs (9/00) CopyrightCapsofl~ Development SCHEDULE A (lot 1) ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being in the Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the easterly side of Paradise Point Road at the intersection formed by the southerly line of lands now or formerly of Orlando with the easterly side of Paradise Point Road distant 1080 feet more or less northerly from the comer formed by the intersection of the northerly side of Cedar Beach Road with the easterly side of Paradise Point Road; RUNNING THENCE South 65 degrees 14 minutes 50 seconds East a distance of 591.53 feet along lands now or formerly of Orlando to the mean high water mark of The Shelter Island Sound; THENCE South 20 degrees 11 minutes 26 seconds West a distance of 124.93 feet along the mean high water mark along a tie line of The Shelter Island Sound to a point and lands now or formerly of Scharf; THENCE North 65 degrees 14 minutes 50 seconds West a distance of 200.00 feet to a monument; THENCE North 74 degrees 16 minutes 04 seconds West a distance of 406.95 feet to a monument and the easterly line of Paradise Point Road; THENCE North 24 degrees 53 minutes 20 seconds East a distance of 188.34 feet to the Point and Place of Beginning. ROAD SEPTIC SYSTEM MEASUREMENTS /~'~:- ~'/- S-~-~ TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET ~j .'~ ~-;', VILLAGE DISTRICT SUB. LOT E ~,~- "l ACREAGE RES. ~ LAND IMP. TOTAL SEAS. FARM DANTE COMM. I IND. CB. I MISC. Farm Tillable 1 Tillable 2 Acre Tillable 3 ~ Woodland Swampland B ru-'hla,~d . House Plot Total ~ j r ' I Bath M. Bldg. I ! Foundation , t Extension [ Bosement '~ Floors Extension Ext. Walls Interior Finish Extension Fire Place Heat Porch Attic Porch Rooms 1st Floor Breezeway Patio Rooms 2nd Floor Garage Driveway I COLOR TRIM ~ ' AL Bldg. Extension Extension Exte.os~on / ~ ~ I~ Go rage Total $7f 7q'7 Foundation Basement Fire Place Type Roof ~nterior Finish Heat Rooms 1st Floor RecreatiOn Room RoOms 2nd Floor Dormer Driveway ,,/ ? Dinelte ~R. -----. TOWN OF SOUTHOLD PROPERTY RECORD CARD Ct to o AGE FA~ Tillable wood[and Meado_~wlond House P~ot Total NORM. AL Acre BELOW Voiue Per Acre ABOVE Vc~lue FRONTAGE ON WATER FRONTAGE ON ROAD DEPTH BULKHEAD DOCK /.JO NOU-22-200G 10:05 From:RHBPC 9i47229009 '~o~G31 765 9502 P.2/2 -I REScheck Software Version 3.7.3 Compliance Certificate Project Title: Scharf Residence Report Date: 11/22/00 Data filename; P:\Schad Eneq~y Code. New York State Energy Consewatlon Conet~u~Uon Code Location: $1~'olk County, New York Cunst~cUon Type: Detached 1 or 2 Family H ~..elin~ Type. Non-Electric Glazing Area Perr.~nta,3e' Healing Degree Days: 5750 Cons~-ucUon Site: Owner/Agent: 750 !~redi~e Point Road ChaHes and Amy Southoid NY 1197'1 same as project Desig~'~edCon[racter: Scersc!ale, NY 10583 914-77.2-002o Flod~ 1: Ali-WOOd Jois0'rru$$:Over Unconditioned 75 30.0 o.o 3 ~ 92 19.0 0-5 9 14 0.290 4 21 0.200 4 75 30.0 0.0 2 35 0.0 0.0 '10 The proposed building (opnet~ented in this docamont is consistent with the bulldmg pl~n~, specific.3tions, and o~er calculations Bob Grigonis Contracting, LLC 4400 Old North Road $outhold, New York 11971 (031) 705-5090 ~LD, DEPT. Invoice Numberl Invoice Date: DESCRIPTION AMOUNT ~UL-~0~2008 08:21From:RHBPC Memorandum TO: Building Depa~ment Town of SouthoId CC: File From: Richard Behr Re: Structural Changes made in Field 9147~9009 To:631 765 3369 P.2/2 Richard 1 lcnry Behr Architect, -' Tel: 914 ?22.9020 Fax: 914.72';'.9009 ,www.rhbpc.com Date; 29 July 2008 Project: Scharf Residence 750 Paradise Point Road Seclion 81 Block 03 Lot 26 t hereby certify that chang,es to the plans and specifications for the project listed above, as approved by the Building [ lepartment of the Town of Southold, were authorized. The following changes were authorized: 1. On Sheet A-l, ne~ structural beam labeled "(3) 2X12 FLUSH WITH CEILING" at the transition from Kitc len to Dining Room was changed to (4) 2x12 Flush with ceiling. 2. At the same Iocatic n, the "TRIPLE 2X POST" was changed to 3 W' Powerlam, 3. On Sheet A-l, the ~vall annotated by Plan Note t12 enclosing the space labeled "NEW MUDROOM" was uthorized Io be omitted and the remaining existing wall at this location to be removed. In place of the existing wall, a (4) 2x12 Flush beam was attached using Teco hanger to the exist ng ceil ng structure. Th I ese changes have been observed in the field and appear to comply with the intent of the changes authorized in field. Please contact our office 'with any questions you may have. Richard Behr Richard lienW rhbpc@)aol.com P:\Schad - Southold\Curre\2O08,. 07 .22__ M _ Bldg Insp _ Struct Changes doc 1 FLOOD ZONES FROM FI~ ~ SGIO3COISTH 9125/09 NA VD88 $. es't?so, e. ' ~e ioeali~ts o! ~e~ a~d ces~ools ~ or ~ ~ ~l~e~ bom ofimrs. ~refo~ ~ ~calio~ or~d or exklen~e fvlo~ V. °RLAivOo SC rM. ~ /000.~/~05~£S./ CEDAR BEACH ROAD EL£VA TIONS & CONTOUR ARE REFERENCED TO N.G.V.D. CCLING FPUSLic WA I am familiar with Me STANDARDS FOR APPROVAL AND CONSTRUCTION O~ SUBSURfaCE S£1YA GE DISPOSAl SYSTEM~ FOR SINGLE FAME. Y RESIDENCES and w,.lll ~olde b), ll~e co~$ set t~rlt~ Iflerein and on /he perm# to con$/rucl. NO TE', SUBSURFACE SEWAGE DISPOSAL SYS rEM DESIGN BY' IOSEPH FI$"CNETTI, HOBART ROAD $OUTHOLD, N.Y. 11971 t$31) 765-2954 0 2 I7' ,N New SEPTIC SYSTEM t $ BEDROOME, I I - 1500 ~ PI~$T CYL~VDRIC~L SEPTIC TANK I - 8'~8' D~ ~ POOL Tes! Boring by McDonald Geo~c,'ence ~g. 2~t 2002 AREA = 5.275 Acres Io tie //nes SCDHS ReL R10-11-034 SURVEY OF PROPERTY TOWN' 'OF ~'O~THOLD SUFFOLK COUNTY, N. Y, I000 81 O$ -25.1 ~ 26 ' Sca/e; I" = 60' May I0~ 2011 '- ' , DEC. ,~0, :?.)H (se~lic sys~e~ final) SEPTIC SYSTEM MEASUREMEN FS ST . LP~'3155' t 53'I /~tcomc sd,~ (631) 765-50E0 FAX (651) 765-1797 P.O. BOX 909 rR WL R Sr. Er I 0-1 61 SOU: N.Y. 11971 h B£4CH ~040 ZONING DISTRICT ~ RBO ELEVATIONS & CONTOURS ARE REFERENCED a = MONUMENT TO BE SET TYPICAL PLOT PLAN INOT TO SCAL£] PROPERTY LINE HOUSE ROAD Tesl Boring b~v McOontTld Geo£cl'ence Aug. 26, 2002 0 , RE-SUBDIVISION (Lot Line Change) , --J- ~ FOR CHARLES & AMY SCHARFI ~A..~.~ .o^.o ] ~ / I,Z o,, I~VVI~ ~ 0~ ] DATE NAR 1 ~ 2012 SUFFOLK COUNTY, N.Y.I- -' . . ~ooo - ~- o~ - 2~.~ ~ 2~ I ~6~ ' Scale. 1" - 50' ~ ~ ~ 2o7~ s~r.~,~o~o(~ ~,; TOTAL A~A = 5.2~5 Acres ~. ~, eo, o ~,..,~,o.,; to tie lines MAR 2 2 I REREBY CERTIFY THAT THIS SUBDIVISION PLAT WAS MADE FROM ACTUAL SURVEYS CO^4PLETED THAT ALL MONUMENTS SHOWN THUS · ACTUALLY EXIST AND THEtR POSTIONS ARE CORRECTLY SHOWN AND ALL DIMENSIONS AND GEODETIC DETAILS ARE CORRECT JOHN T. METZGER N.Y.S. L.S. LIC.~ 49618 KEY MAP SCALE, I"- 600' CEDAR PECONtC SURV£ [~31) 765 - 5020 'P, O, BOX 909 1230 TRA VEL£R SOUTHOLD, N.Y. ~797 STREET I 0 I 6I Z~ REVISED PER FIELD CONDITIONS 12/11/2008 BUILD BASI~ AS COORDINATED BY THE T~DE CONT~CTORS AND THE O~ER, THE WORK FOR THESE TRADES SHALL BE DONE UNDER SEPA~TE I ~ ~ I ~ ~ ~ ~ ~ ~ - PERM T AND COORDINATED IN THE FIELD WITH THE O~ER AND ARCHI TECT I ALL PLUMBING, ELECTRICAL AND HVAC MODIFICATIONS SHALL BE DONE IN ~ 2006 RICHARD HENRY BEHR ARCHITECT P,C. '~ ~ F ' ARCHITECT ~ III /~ F , · ~ , ~,,-~', ~ I I J~lll ~ RICHARD HENRY BEHR ARCHITECT P.C. m~s ~,~.~ ~~ ~ ....... ~--- ~,~llll ! SOARSDALE, NEW YORK 10583 B~M SUN ROOM ~ ~ i ] ~ ~ ~ ~ ~ ~' 914-722-9020 I ' I I 12 NEWVANI~AND~RSLECOUNmRTOPmBEPROVlDmBYQ~ERAND I Z ..... m / k I Il ~ Amy and Charles Schad 45 Cushman Read NEW2 T"ICK~LUEONETE~SAT~AI"~SHO~' SEESE~ONS ! ~ I IV/ - ~ ~ FIRST FLOOR Renovation and Addition 750 Paradise Point Road Southold, New York GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE RESIDENTIAL CODE OF NEW YORK STATE AND ENERGY CONSERVATION CODEC, SUFFOLK COUNTY HEALTH DEPARTMENT REGULATIONS AND ALL OTHER APPLICABLE MUNICIPAL, STATE AND FEDERAL RULEC AND REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND DRAWINGS AND/OR SPECIFICA~ONS SHALL BE REPORTED TO THE ARCHITECT IN WRmNG /"OR CLARIFICATION. WORK SHALL NOT PROCEED UNTIL SUCH CLARIFICATION HAS BEEN RECEIVED· 3. SHOULD LINFORCEEN CONDITIONS OR OTHER CAUSEC NECESSITATE CONSTRUCTION DETAILC NOT IN ACCORDANCE WITH THEGE PLANS, THE CONTRACTOR CHALL NOTIFY THE ARCHITECT AND SUBMIT HIS DETAILS CHOWING THE PROPOCED METHODS TO ACCOMPLISH THE REOUIRED RESULTS. 4. THE CONTRACTOR CHALL SE RECPONCIBLE FOR ALL PATCHING, REPAIRING AND FINICHING OF ALL DISTURBED AREAS. 5. COI'~FRAOTOR SHALL INSPECT THE PREMICEC AND VI~VV THE EXISTING CONDITIONS TO VERIFY ALL CONDITIONS, CIZEC AND QUANTITIEC. PLANC ARE FURNICHED TO INDICATE THE CCOPE OF THE INTENDED CON33~ACT WORK. EXICT]NG CONDITIONS WHICH MIGHT PRECLUDE OR INTERFERE WITH THE PROPOCED WORK AS DRAWN OR SPECIFIED SHALL BE BROUGHT TO THE A3~-ENTION CF THE OWNER FOR RECOLVINO. SYMBOLS LEGEND WALL SECTION ~ECT[ON NUMBER BUILDING SECTION INDICATES DIRECT[ON OF CUfFiNG PLANE UILDJNG SECTION LEttER EXTERIOR ELEVATION ,ARROW INDICATES DIRECTION TAKEN TO BREAK-OFF PARTS OF DRAWINGS INDICATES STEP IN FL. ~STRUCTURAL NOTE NUMBER IND~CA I~S NOR NUMBER DRAWING NOTE DETAIL INTERIOR ELEVATIONS ARROW INDFCATES DIRECT[ON TAKEN NUMBER INDICATES ELEVATION REVISION INDICATES AREA REVISED LIST OF DRAWINGS TS TITLE SHEET S-1 SITE PLAN E-1 EXISTING/DEMO PLANS AND ELEVATIONS A-0 FOUNDATION PLAN & DETAILS A-1 FIRST FLOOR PLAN A-2 ROOF PLAN & DETAILS A-3 ELEVATIONS A-4 ELEVATIONS A-5 SCREEN PORCH SECTIONS & DETAILS A-6 MISC. SECTIONS & Db~AILS ARCHITECT RICHARD HENRY BEHR ARCHITECT P.C. 2 WEAVER STREET SCARSDALE, NEW YORK 10583 914-722-9020 WORK POINT ~ PARTITION TYPE ..... INDICATES BELOW A-7 SPECIFICATIONS NUMBER INDICATES PARTITION NUMBE~ A-8 SPECIFICATIONS SEEPROPOSE,3PLAN ........ INDICATES ABOVE R-1 REFLECTED CEILING/LIGHTIN(3 ~- CONTROL POINT ~ ~[W6DN§TRUET~D~ H-1 HURRICANE NOTES ~ R~RENCE ~ ~ ~x,s~-iNe CONSTF. UCTrO. TO REr~A,N INDICATES CENTER LINE ,WINDOW SCHEDULF TYPE QTY. R O MFGR. A 3 3'-0 118" x 5'-0 7/8" ANDERSEN DOUBLE HUNG TO MATCH EXISTING B 10 2'-0" x 2'~0' ANDERSEN AWNING WINDOW C I 3L0 5/8" X 3'-~ 5/8" ANDERSEN DOUBLE FRENCH CASEMENT D 8 1 LB" X l'-B" ANDERSEN FIXED WINDOW 1.0 EXT. WHITE CL.a~D, INT. PRfMED PINE; HARWARE RNISH TO MATCH EXISTING, TYP. DOOR SCHEDULF TAG UNIT SIZE R.O. TYPE # 100 3'-0" x 6'~" PER MANFCT~; COMBINATION MAHOGANY SCREEN DOOR WITH REMOVABLE GLASS STORM PANEL 101 3L0" x 6'~' COMBrNATION MAHOGANy SCREEN DOOR WITH REMOVABLE GLASS CTORM PANEL 102 3'-0" x 6'~" 1-3/4" 12 LITE FRENCH WOOD ENTRANCE DOOR 103 6'-0" x 7'q]" 1-3/4" 18 LITE DOUBLE FRENCH DOORS 104 2'-6" x 6'4" PArNTED WOOD INTFRIOR DOOR TO MATCH EXISTING 105 2'~!" x §'~' PAINTED WOOD INTERIOR DOOR TO MATCH E~fSTfNG 106 1'4" x 6'~" PAINTED WOOD INTERFOR DOOR TO MATCH F~ STING 1.0 PROVIDE HARDWARE ALLOWANCE OF $175 pER EXTERIOR DOOR 2.0 PROVIDE HARDWARE ALLOWANCE OF $125 PER INTERIOR DOOR 3.0 PROVIDE NEVV LOOKING/PASSAG E HARDWARE ALL NEVV DOOFIS, Typ. 4.0 ALL NEVV HARDWARE TO MATCH EXISTING FINISH, TYP. 5.D DOORS AND WINDOWC USED AS BASIS OF DESIGN- EQUALS AOOE~ ~ ~L~ AC APPROVED BY ARCHITECT B.0 PROVIDE CTANDARO POCKET DOOR MOUNTING KIT AND HARDWARE FOR POCKET DOORS, TYP. OCCUPANCY OR USE IS UNLAWFUL WITHOUT C RTMENT AT 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQU.RED FOR POURED COt,::RETE 2. ROUGH - FRAM!NG & FLUMB[NG 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.0. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE C0DF$ OF NEW YORK STATE. NOT RES?0NSJSLE FOR DESIGN OR CONSTRUCTION ERRORS. PROJECT NAM E Scharf Residence 750 Paradise Point Road Southold, NY CERTIFICATION 0 Saction 81 Block 0~Al~_~2~CONNECT1 -' REQUIRED. O 'tlNDERWRffERS CEI~FiCA'I'E WNER REQUIRED Amy and Charles Schad 45 Cushman Road Scarsdale, NY 10583 s'_ CODES OF TS IN: < ! ! / \ / \ / , / / / z C I I I I ? WATER SERVICE 65' 1~7~$0'' W ~v/o/~' VINCENT OR£ANDO DWELLING I t I t I B.C. lAX No. 1000-81-03-25. r //'S.C. IA× No. 1000 gl 03-2[, \ ? ? ? / / / / / / \ DWELLING US£$ DU[tLiC WAT£E ,v/o/~ KATHERINE P. MACA]~£ / PO::fCH 1 STORY FRAME HOUSE / I / / / roB' /'/ I IHI' IIllllllll IIIIIIIfl III/I/il \ FOUND \ \ \ \ LOCATION MAP NOTES: I, FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 3610;~C0514 O ZONE AE BASE FLOOD ELEVATIONS DETERMINED ZONE X* : AREAS OF 500 YEAR FLOOD; AREA5 OF IO0-YEAR FLOOR WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH BRAINACE AREAS LESS THAN 1 SOUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1OD-YEAR FLOOD ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN, 2, CESSPOOL & WATER SERVICE LOCATIONS BY OTHERS. 5, ELEVATIONS ARE REFERENCED TO N.G.V,D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:~ EXISTING CONTOUR LINES ARE SHOWN THUS: .... 5 .... SOUND N Base Data Survey by Joseph A. Ingegno Land Surveyor Dated Moy ~0, 2005, Topography Added July 6, 2006 Location Map Taken from USGS Map, Sauthold Ouod ISSUED FOR BID / PERMITS 10/17/06 (~) 2005 RICHARD HENRY BEHR ARCHITECT P.O. ARCHITECT RICHARD HENRY BEHR ARCHITECT P.C. 2 WEAVER STREET SCARSDALE, NEW YORK 10583 914-722-9020 SURVEYOR JOSEPH A. INGEGNO, LAND SURVEYOR 322 ROANOKE AVENUE RIVERHEAD, NEW YORK 11901 (631) 727-2090 PROJECT NAME Scharf Residence 750 Paradise Point Road Southoid, NY S.C. TAX NO. 1000-81-03-25.1,28 OWNER Amy Schaff 45 Cushman Road Scarsdale, NY 10583 PROPOSED SITE PLAN (~EXISTING ELEVATIONS FOR REFERENCE DEMO NOTE REMOVE EXISTING SIDING AND ROQFiNG DOWN TO SUBSTRATE. MASTER BEDROOM MASTER BATH DRESSING GUEST BEDROOM FIRST FLOOR DEMO NO~'ES (~) SUN ROOM FOYER ® BRICK I~ORCH DN ~ S;-'l-I NG FIRST _ ,_---~-;. BRICK PATIO LIVING ROOM BEDROOM 1 DINING ROOM DN KITCHEN ,, I PR(~TEC~ EXISTING CESSPOOL AREA FROM HEAVY T~FFT FFIC AND ~IACHINER¥, ~ONTARCTORSHALL MA~i~T^IN FUNCTION AND INTEGRITY OF EXISTING COVERED BRICK PORCH ', NOOK BEDROOM 4 BATH 4 BEDROOM 2 GARAGE FLOOR/DEl'lO PLAN 1ISSUED FOR BID / PERMITS 1 EI/17/06 (~ 2006 RICHARD HENRY BEHR ARCHITECT ARCHITECT RICHARD HENRY BEHR ARCHITECT P.C. 2WEAVER STRE~ SCARSDALE, NEWYORK10583 914-722-9020 PROJECT NAM E Scharf Residence 750 Paradise Point Road Southold, NY Section 81 Block 03 Lot 26 OWNER Amy and Charles Scharf 45 Cushman Road Scarsdale, NY 10583 EXISTING/DEMO PLAN AND ELEVATIONS AS SHOWN 1X6 IPE DECKING OVER 2)( P.T, SLEEPERS REMOVABLE WOOD SCREEN SYSTEM HOLD SCREEN FRAME IN PLACE WITH SET ON P T 1X BLOCK - SEAL BLOCK AGAINST SIMPSON HEAVY DUTY POST BASE ANCHORED TO FOUNDATION WALL - SEE HURRICANE NOTES 2" BLUESTONE EDGING - TYP. AROUND PERIMETER OF SCREEN PORCH CULTURED STONE VENEER - CONFIRM STONE SELECTION WITH ARCHITECT. INSTALL PER STANDARDD MFG DETAILS #5 REBAR TYP 0 O0 ~74 VERTICAL @ 5'-0" O C 4" CONCRETE SALB REINFORCED WITH GLAV 6X6X10 WWM - SLOPE SLAB TO NEW DRAINS AS SHOWN 114 CONCRETE FOUNDATION WALL LEADER DRAIN OTYP. FOUNDATION DETAIL ~o' OOC O0 1X6 IPE DECKING OVER 2)( P.T, SLEEPERS PAINTED COLUMN WRAp BASE REMOVABLE WOOD SCREEN SYSTEM HOLD SCREEN FRAME IN PLACE WITH SET ON P T, 1X BLOCK - SEAL BLOCK AGAINST SIMPSON HEAVY DUTY POST BASE ANCHORED TO FOUNDATION WALL - SEE HURRICANE NOTES 2" BLUESTONE EDGING - TYP. AROUND PERIMETER OF SCREEN PORCH AREA CULTURED STONE VENEER- CONFIRM STONE SELECTION WrTH ARCHITECT INSTALL #5 REBAR TYP - DOWEL GRADE BEAM BACK INTO FOUNDATION WALL BEYOND. #5 VERTICAL ~ 1'-0" 0 C O0 O0 OC~o0 FORM 6 SEAT FOR GRADE BEAM TO BEAR ON AT ADJACENT FOUNDATION WALLS MAINTAIN UNDISTURDED EARTH BELOW GRADE BEAM AREA LINE OF CONCRETE FOUNDATION WALL BEYOND J r -- (~GRADE BEAM DETAIL ASSUMED SLAB ON GRADE VIF LINE OF EXISTING FOUNDATION ®® ASSUMED SLAB ON GRADE vi! FOUNDATION AND FIRST FLOOR PLaN NOTES' ® 1 JNFILL AT EXIBTING WINDOW WELL AND DOOR WITH CMU BLOCK TO MATCH EXIBTING WATERPROOFING WITH MEMBRANE AT AREAS EXPOSED TO EXTERIOR 2.4" MINIMUM SLAB WITH WWM REINFORCING ON CONCRETE RATED ®® < @ EXISTING BABEMENT EXISTING CRAWLBPACE O LINE OF EXISTING FOUNDA31ON FOUNDATION PLAN OF GRADE BEAM i ~ ASPHALT DRIVE O 1 ISSUED FOR BID / PERMITS 10/17/06 (~} 2006 RICHARD HENRY BEHR ARCHITECT P.O. ARCHITECT RICHARD HENRY BEHR ARCHITECT P.O. 2 WEAVER STREET SCARSDALE, NEW YORK 10583 914-722-9020 PROJECT NAME Scharf Residence 750 Paradise Point Road Southold, NY Section 81 Block 03 Lot 26 OWNER Amy and Charles Schar~ 45 Cushman Road Scarsdale, NY 10583 FOU N DATION PLAN ALL HVAC, PLUMBING AND ELECTRICAL TO BE PERFORMED ON A DESIGN BUILD BASIS AS COORDINATED BY THE TRADE CONTRACTORS AND THE OWNER, THE WORK FOR THESE TRADES SHALL BE DONE UNDER SEPARATE PERMIT AND COORDINATED IN THE FIELD WITH THE OWNER AND ARCHITECT AS REQUIRED ALL PLUMBING. ELECTRICAL AND HVAC MODIFICATIONS SHALL BE DONE IN ACCORDANCE WITH ALL REQUIRED CODES, EXISTING MASTER BEDROOM EXISTING SUN ROOM UASTER BATH DRESSING FOYER EXISTING GUEST BEDROOM NEW COVERED FIRST FLOOR pLAN NOTES ~) GENERAL NOTE ALL ^PPLIANCES~ CABINETS, pLUMBiNG FIXTURESAND SURFACE NOUNTED LIGHT F])C~J RJ= TO BE SUPPLIED BY OWNER Ai~ INSTALLED BY CONTRACTOR BRICK JWALK BRICK PATIO EXISTING LIVING ROOM I EXISTING DINING ROOM OPEN CEILING POST IX6 IPE BOR[~ER S~Ip NEW SCREENED IN PORCH COVERED ENTRY PORCH EXISTING SEDROOM BATH 4 EXISTING _BEDROOM 2 EXISTING GAREGE EXISTING BEDROOM 3 CLOSET FLOOR PLAN / EXISTING / CESSPOOL 1 ISSUED FOR BID / PERMITS 10117106 (~ 2000 RICHARD ARCHITECT P.C. HENRY BEHR ARCHITECT RICHARD HENRY BEHR ARCHITECT P.C. 2 WEAVER STREET SCARSDALE, NEW YORK 10583 914-722-9020 PROJECT NAME Scharf Residence 750 Paradise Point Road Southold, NY Section 81 Block 03 Lot 26 OWNER Amy and Charles Schan" 45 Cushman Road Scarsdale, NY 10583 FIRST FLOOR PLAN NOT~ ,.~EC~ ~u~6_522_01 ~C~LE AS SHOWN 0B-522-01 ,~ ~mL~ AS SHOWN I NOTE: I PROVIDE FLASHING AT ALL WALL/ROOF AND ROOF/ROOF CONNECTIONS~ , .! § PITCH GRADE AWAY FROM HOUSE, TYP. (~) (~) 6 ALL FLOOR JOISTS, CEILING JOISTS, AND ROOF RAFTERS TO BE DOUG o~. .............................~'/ ..................../O ........ ......... - - ~°7. DOUBLE ALL FRAMING UNDER PARALLEL PARTITIONS, TYP F '/~ ~ /~.4~., - , , - FIR#2 OR BETFER IN SIZES AND SPACING INDICATED I ' /// I 8. PROVIDE SOLID BLOCKING IN FLOOR FRAMING UNDER ALL APPLIANCE/ -- \ / BATH FIXTURE, A.D COUNFER LOCA~IONS, T~P. I X '~'/////////// y//./~//////// I ! ~ ~/~///////////.////////× 9. ALL CONCRETE TO BE MINIMUM 3,000 PSI, ~P ~ ~ ~ ~ g / ~ , ~ ~ BEHR ARCHITECT P.C. /~ xx ~ .................. ~ / ~l I~ ~ / / // ' X 'x~ ~ ~ ~//~ ~~or.t~) RICHARDHENRYBEHRAROHITECTP.C. : ~ - ~/ ~ , ' %~ / / / 'x ~%.k , /Z~ 5/~/. SOARSDALE, NEWYORK10583 3 LINE OF WALL BELOW ~ PROJEOT NAME ," Scharf Residence EVERY RESPECT Am SHALL G~E~LY ImLUDE LIGHTNrm R(OO8 AND ~ % 750 Paradfse Point Road aS ~OUIRED Southold, NY . ow~um~o.~woo~nAssm~ oon.~nsmu~o~.~=~o.oo~ Section D~AJLS OWNER : ~ k ~ , Amy ~nd Charles Sohad ~ , . x x , 45 Ou~hman ~~ ~2~ ; x : Scarsdale, NY 10583 .<~ e [ .................................. CUPOLLA DETAIL ( _SIDE I/~."=1 '-0= NEW CUSTOM OVERHEAD ELEVATION FIRST FLOOR ELEVATION GENERAL EXTERIOR FINISH NOTES: 1. ALL EXTERIOR TRIM, COLUMNS, AND MOLDINDS TO BE PAINTED CELLULAR PVC BY "AZEK" OR EQUAL. 3. EXTERIOR SIDE WALL SHINGLES TO SE NATURAL WESTERN RED CEDAR PERFECTION SHIGLES. FINISH TO BE CETOL STAIN COLOR SELECTED BY ARCHITECT 4. ALL NEW WINDOWS TO MATH EXISTING STYLE 5. EXTERIOR FINISHED STONEWORK SHALL BE CULTURED STONE - STYLE TO BE SELECTED BY OWNER AND ARCHITECT. 6 CONTRACTOR SHALL PROVIDE MOCK UPS AND SAMPLES OF ALL FINISH MOLDINGS, SIDING, TRIM, AND STONE FOR OWNER APPROVAL PRIOR TO STARTING FINAL INSTALLATION. SHU3q'ER SPECIFICATIONS: 1. SHUTTERS TO SE MANUFACTURED BY TIMBERLANE WOODCRAFTERS. 2. TYPICAL STYLE: FLAT PANEL WI3~H QUARTER ROUND TRIM, ~0 PANEL CONFIGURATION - SIZE AS SHOWN ON ELEVATIONS. 3 DECORATIVE ANCHOR CUTOUT #117 AT CENTER [DF UPPER PANEL 4. RAT TAIL STYLE TIE-BACKS#355[I1 (LAG MOUNT) 5. HINGES TO BE "NEW ENGLAND STYLE" FRAME TYPE #11601 6. CONTRACTOR TO PROVIDE ARCHITECT WITH MAhqUFACTURER'S SHOP DRAWINGS FOR REVIEW, FIRST FLOOR ELEVATION 20 5' ELEVATION EX rING I ISSUED FOR BID / PERMITS 10/17/06 (~) 2006 RICHARD HENRY BEHR ARCHITECT P.C. ARCHITECT RICHARD HENRY BEHR ARCHITECT P.C. 2 WEAVER STREET SCARSDALE, NEW YORK 10583 914-722-9020 2 3 4 5 6 7 8 9 14 ELEVATION MATERIALS LEGEND CEDAR SHINGLES OVER NEW CONSTRUCTION SEE ROOF PLAN FOR SPEC STANDING SEAM COPPER ROOF CEDAR SHINGLES OVER EXISTING CONSTRUCTION PAINTED FASCIA, SOFFIT & RAKE TRIM CULTURED FIELDSTONE VENEER 2" BLUESTONE WATERTABLE PAINTED COLUMNS PAINTED ~ x 4~ TRIM DECORATIVE WINDOW CAP- SEE DETAILS STONE STEPS W/BLUE STONE TREADS POWERWASH EXISTING BRICK CHIMNEY TO EXPOSE NATURAL BRICK DECORATIVE FINIAL/LIGHTING ROD STEPPED COPPER FLASHING, TYP. COPPER FLASH lNG @ ROOF/WALL INTERSECTION, TYP. REMOVABLE WOOD SCREENS WOOD SCREEN DOOR WITH REMOVABLE SCREEN/STORM PANEL PROJECT NAME Scharf Residence 750 Paradise Point Road Southold, NY Section 81 Block 03 Lot 26 OWNER Amy and Charles Scharf 45 Cushman Road Scarsdale, NY 10583 ELEVATIONS FIRST FLOOR ELEVATION 20.5' ELEVATION SHU~FER SPECIFICATIONS 1. SHU [~ERS TO BE MANUFACTURED BY TIMBERLANE 2. TYPICAL STYLE FLAT PANEL WITH QUARTER ROUND TRIM, s°/5o PANEL CONFIGURATION - SIZE AS SHOWN ON ELEVATIONS. 3. DECORATIVE ANCHOR CUTOUT #11 ? AT CENTER OF UPPER PANEL FIRST FLOOR ELEVATION 20 5' LEVATION GENERAL EXTERIOR FINISH NOTES: 1. ALL EXTERIOR TRIM, COLUMNS, AND MOLDINGS TO BE PAINTED CELLULAR PVC BY "AZEK" OR EQUAL. 3 EXTERIORSIDEWALLSHINGLES TOSENATURALWESTERNREDCEDAR PERFECTION SHIGLES. FINISH TO SIE CETOL STAIN COLOR SELECTED SY ARCHITECT. 4. ALL NEW WINDOWS TO MATH EXISTING STYLE. 5. EXTERIOR FINISHED STONEWORK SHALL BE CULTURED STONE - STYLE TO BE SELECTED BY OWNER AND ARCHITECT. 6 CONTRACTOF{ SHALL PROVIDE MOCK UPS AND SAMPLES OF ALL FIN',SH MOLDINGS, SIDING. TRIM, AND STOME FOR OWNER APPROVAL PRIOR TO STARTING FINAL iNSTALLATION. I ISSUED FOR BID / PERMITS 10/17/06 (~} 2008 RICHARD HENRY BEHR ARCHITECT P.C. ARCHITECT RICHARD HENRY BEHR ARCHITECT P.C. 2 WEAVER STREET SOARSDALE, NEW YORK 10583 914-722-9020 EXT. ELEVATION MATERIALS LEGEND CEDAR SHINGLES OVER NEW CONSTRUCTION - SEE ROOF PLAN FOR SPEC STANDING SEAM COPPER ROOF CEDAR SHINGLES OVER EXISTING CONSTRUCTION PAINTED FASCIA, SOFFIT& RAKETR~M CULTURED FIELDSTONE VENEER 2" BLUESTONE WATERTABLE PAINTED COLUMNS PAINTED ~/4 x 4~ TRIM DECORATIVE WINDOW CAP- SEE DETAILS STONE STEPS W/BLUE STONE TREADS POWERWASH EXISTING BRICK CHIMNEY TO EXPOSE NATURAL BRICK DECORATIVE FINIAL/LIGHTING ROD STEPPED COPPER FLASHING, TYP. COPPER FLASHING @ ROOF/WALL INTERSECTION, TYP, REMOVABLE WOOD SCREENS WOOD SCREEN DOOR WITH REMOVABLE SCREEN/STORM PANEL 2 4 5 6 7 8 9 10 11 12 13 t4 15 16 PROJECT NAME Scharf Residence 750 Paradise Point Road Southold, NY Section 81 Block 03 Lot 26 OWNER Amy and Charles Scharf 45 Cushman Road Scarsdale, NY 10583 ELEVATIONS NEW WINDOW IN EXISTING ~"TAPERSAWNCEDARSHINGLES .OVERA]TCWAI-L~~'~1]IIIIII CEDAR BREATHER UNDERLAYMENT ON ~ CDX II EXTERIOR PLYWOOD SHEATHING 'TAP RSAW. OEOARSHING'ESGVER OONT, RIDGEVENT - P" KETR. CEDAR BROTHER UNDERLAYMENT ON ~" CDX ~ ] / / I lil I E~ERIOR PL~OOD SHEATHING ~ ~ ~ / II III I PAINTED BEADBOARD SOFFET PANEL ~ ~ 4. ~ BEADBOARD PI WC 'D ANDTRIM-SEEDETAIL~ / ~ ~ ~ ~ 2X10CEILINGJOISTS WITH END DAMS AT ALL SILLS ~~1~ ~ ~ ~ ~ ~ ' ~" ~ W~P- SEE ELEVATIONS CELLU~R PVC COLUMN ~.1~,, I A TRETURN . ~1 --W~PPEDIN P/ lTL lX ~ .... ~ r , ' --~-- - ~ ~ . ~ )TE:-ALLINTERI,,I ANDEXTERIOR3 I1~. ' I AT CLOUMN CAPITAL pA NTED % TR M (ARCHED SEE ELEVATION) I ~ I IJ I ; BY 'AZE [' )R EQUAL I / ~ LIN ~ / ~ ~ ~ / SCREEN DOOI ~ EXISTING DINING ROOM BEYOND ~ ~l ~ TO PORCH ' 4" SLAB SLOPED TO D~IN SET ON 6" IN PAINTED 1X TRIM 2X ROOF RAFTERS I ~ ~ ~ ~ / ~* CEDAR B~ATHER UNDER~ENT O~ ~ CDX I ...... I . O~R~ PL~OOD SHEATHING TO BOSOM OF COLOR TIES PAIN' ED F~T PANEL CErLING PAINTED 5" CROWN AND FASCIA MOLDINGS . CURVED ~R TAILS 1X6 IPE WOOD DECK ON ~ SEE HURRICANE NOTES INSERTS (ARCHED - SEE ELEVATIONS) / X ~ UUE o~ F~ST FLOOR EL~VAT~OU 1 ISSUED FOR B~D / PERMITS 10/17/08 (~ 2006 RICHARD HENRY BEHR ARCHITICCT P.O. ARCHITECT RICHARD HENRY BEHFI ARCHITECT P.O. 2 WEAVER STREET SCARSDALE, NEW YORK 10583 914-722-9020 PROJECT NAME Scharf Residence 750 Paradise Point Road Southold, NY Section 81 Block 03 Lot 26 OWNER Amy and Charles Scharf 45 Cushman Road Scarsdale, NY 10583 SCREEN PORCH SECTIONS AND DETAILS NO~ ~ ~AI~E 3R~JE~T ~'~ NUMaEoRB-B22-O1 EXISTING ROOF RAF ~" TAPER SAWN CE[ CEDAR BREATHER U OVER ~" PLYWOOD COPPER PAINTED DRIP CAP ~ 5" PAINTED CROWN ON 1X TRIM BEADBOARD PLYWOOD SOFFET ; STRIP VENT % X8 PAINTED TRIM C 1-002 PAINTED BED MOLDING PAINTED 5/4 x 6 WINDOW HEAD 16. SHEET COPPER FLASHING TYP, AT ALL GREEK RETURNS 5" PAINTED CROWN ON 1X ']~IM BEADSOARD PLYWOOD SOFFET 2J~" BED MOLDIr, qG - 3~,, HALF ROUND TRIM CONT RIDGE VENT RAKE TRIM - SEE D~TAiLS CEDAR SIDING 2X6 EXTERIOR DORMER WALL WITH ~' DDX PLYWOOD SHEATHING EXISTIN( TYP. WINDOW HEAD TRIM - SEE DETAIL WI SILL FLASHING TYP. AT ALL SILLS TO BE COPPER PAN FLASHING WITH END DAMS COPPER FLASHING AT ROOF/WALL II ~" TAPER SAWN CEDAR SHIN~GLES OVER ' CEDAR BREATHER UNDERLAY"MEN~ ON Y2" CDX EXTERIOR p LYW/OODSHEATHING WITH CONT WATERt ANDiICE SHIELD HURRICANE CLIP 6" HALF ROUND GUTTER ~ BEADBOARD PLYWOOD SOFFET WiTH 2" ~,INTED 2-~ PAINTED IX TRIM (ARCHED) ~D MOLDING (4) 2X8 - CONT. SEAM PAINTED BEADBOARD CEILIN JOISTS CUT BACK EXISTING RAFTER AS REQUIRED 12" POLYSTONE STRUCTURAL COLUMN -- CL COLUMN 2" ROCK FACED BLUESTONE CAP ALIGN WITH NEW WATERTABLE AT BASE OF HOUSE BEYOND - SEE ELEVATIONS CULTURED STONE VENEER OVER 12" CONCRETE FOUNDATION WALL - EXISTING FRONT OF HOUSE ~ LiNE OF EXISTING FIRST FLOOR .ED STONE VENEER OVER 12" CONCRE~ WALL 2" BLUESTONE TREAD BEYOND =E WOOD DECK ON 2X APPROX. LINE OF GRADE CONCRETE FOOTING FOR STEP BEYOND 12" REINFORCED FOUNDATION WALL AND FOOTING 4' CONCERET SLAB TURNED DOWN SLAB EDGE EXISTING FOUNDATION WAL, L -- )SECTION EXISTING ROOF RAFTERS INSTALL HURRICANE RAFTER CLIP AFTER EXTERIOR DEMO TAPER SAWN CEDAR SHINGLE OVER CEDAR BREATHER UNDERLAYMENT OVER Y~" PLYWOOD SHEATHING CURVED RAFTER TAILS FASTENED TO EXISTING RAFTERS 6" HALF ROUND COPPER GU~rER WITH COPPER SHANKS AND HANGERS 5" PAINTED CROWN ON IX TRIM BEADBOARD PLY~NOOD SOFFET AND PVC STRIP VENT 2-~" BED MOLDING %X1 PAINTED ARCHED TRIM WITH BEADED EDGE PROFILE % WINDOW HEAD TRIM EXISTIN( LINE OF SHINGLE SWEEEP BEYOND WINDOW SiLL - ALL SILLS SHALL BE FLASHED WITH COPPER PAN FLASHING WI3~1 END DAMS 2' SLOPED BLUESTONE WATERTABLE CULTURED STONE VENEER (STYLE TO BE SELECTED BY ARCHITECT) INSTALL OVER EXIIST]NG WOOD FRAMED STRUCTURE PER MFG. RECOMIMENDATrONS EXISTING WOOD FRAMED WALL PROVIDE NEW EPDM 'WATERPROOF MEMBRANE AT B~,SE OF WALL - EXTEND UP WALL 12" ABOVE FINISH FLOOR LEVEL EXISTING 2X FLOOIR STRUCTURE ~ LINE OF EXISTING GRADE-VARIES --~ I iSSUED FOR BID / PERMITS 10/17106 (~ 2006 RICHARD HENRY BEHR ARCHITECT P.C. ARCHITECT RICHARD HENRY BEHR ARCHITECT P.O. 2 WEAVER STREET SCARSDALE, NEW YORK 10583 914-722-9020 PROJECT NAME Scharf Residence 750 Paradise Point Road Southold, NY Section 81 Block 03 Lot 26 OWNER Amy and Charles Scharf 45 Cushman Road Scarsdale, NY 10583 MISC. SECTIONS AND DETAILS ~PECIAL CONDITIONS IN AUDITION TO THE GENERAL CONDITIONS, THE FOLLOWING SPECIAL CONDITIONS SHALL BE ENFORCED: 1. SPECIFICATIONS' THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS. TOOLS, EQUIPMENT, APPLIANCES, TRANSPORTATION, HAULING, ETC. THESETO COMPLETE, IN A WORKMANLIKE MANNER, EVERYTHING SHOWN, CALLED FOR OR REASONABLY IMPLIED IN THE PLANS OR IN SPECIFICATIONS ~ 2 SITEVISITATION: PRIORTOSUBMITTINGABIDPRICEFORTHEWORK, THECONTRACTORSHALLVlSITTHESITEANDVERIFYALL CONDITIONS IN THE CONTRACT DOCUMENTS AND INFORM THE ARCHITECT OF ANY DISCREPANCY PRIOR TO EXECUTION OF THE WORK. 3 SURVEY' THERE IS A SURVEY AVAILABLE AT THE ARCHITECT'S OFFICE. 4 PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN, PAY FOR, AND BE RESPONSIBLE FOR ALL NECESSARY PERMITS, FILING FEES, INSPECTIONS AND TESTING REQUIRED BY LOCAL LAW, CODE OR BUILDING DEPAR~IENT OFFICIALS 5 TAXES. THE CONTRACTOR SHALL INCLUDE ALL LOCAL, STATE AND FEDERAL TAXES IN HiS PRICE 5CODES THE CONTRACT DOCUMENTS ARE DESIGNED TO CONFORM TO NEW YORK STATE BUILDING CODES AND OTHER REGULATIONS SET FORTH IN LOCAL BUILDING AND ZONING REQUIREMENTS. 7 DELIVERY, STORAGE AND HANDLING CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL MATERIALS DELIVERED TO THE SITE AND WILL ASSUME OWNERSHP OF SAME UNTIL THEY HAVE BEEN INSTALLED PROPERLY. 5 SALVAGE MATERIALS SALVAGE WiTH CARE DOORS, WINDOWS, TRIM, HARDWARE, ETC. IN AREAS OF DEMOLITION SALVAGED MATERIALS SHALL BE RECONDITIONED FOR REUSE AS REQUIRED OR STORED AT THE SITE AS DIRECTED BY THE OWNER 9. ALTERATION WORK. THIS CONTRACTOR SHALL INCLUDE IN HIS WORK ALL CUqq'ING, FILLING AND PATCHING WHICH iS REQUIRED IN EACH AREA OF WORK FINAL FINISHES SHALL MATCH EXISTING FINISHES IN SIMILAR ADJACENT LOCATIONS. DEMOLITION WORK SHALL INCLUDE ALL NECESSARY REMOVAL ANDK)R RELOCATION OF EXISTING ELECTRIC INSERTS, BOXES, CABLES, PIPES, DUCTS, ETC ALL NECESSARY NEW DOORS, TRIM, WINDOWS, HARDWARE, ETC. SHALL MATCH EXISTING UNITS IN ADJACENT AREAS. MATERIALS ON EXTERIOR SHALL MATCH EXISTING IN SIMILAR LOCATIONS. ALIGN SHINGLE COURSING ACCURATELY. CLEAN ALL GLASS, INSIDE AND OUT. 10 GUARANTEE: ALL WORKMANSHIP AND MATERIALS SHALL BE GUARANTEED FOR A MINIMUM PERIOD OF ONE YEAR AFTER ACCEPTANCE BY OWNER, UNLESS OTHERWISE INDICATED. 1E DAMAGES: FOR THE DURATION OF THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL DAMAGES CAUSED BY HIS WORKERS OR SUBCONTRACTORS' WORKERS THE CONTRACTOR SHALL REPAIR AND/OR REPLACE ALL BROKEN PARTS, INCLUDING GLASS, AT NO ADDITIONAL COST TO THE OWNER AND BACK-CHARGE THIS TO THE RESPONSIBLE PARTY OR PARTIES. ALL OPENINGS DUE TO CONSTRUCTION IN EXTERIOR WALLS AND ROOTS OF THE EXISTING STRUCTURE SHALL BE CAREFULLY PROTECTED WITH TEMPORARY CLOSURES TO PREVENT THE ENTRANCE OF ANY WATER, SNOW OR ICE INTO INTERIOR SPACES. ANY DAMAGE TO WATER, SNOW OR ICE SHALL BE FULLY REPAIRED BY THE CONTRACTOR AT NO COST WHATSOEVER TO THE OWNER. 12 TEMPORARY FACILITIES. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY FACILITIES SUCH AS HEAT~ ELECTRICITY AND WATER REQUIRED FOR WORK UNDER THIS CONTRACT TEMPORARY WORK OF ANY NATURE INCLUDING STAIRS, LADDERS AND RUNWAYS AND SCAFFOLDING SHALL MEET THE SAFETY REQUIREMENTS OF THE STATE OF NEW YORK 13 CLEAN-UP. IN ADDITION TO THE NORMAL CLEAN-UP EACH DAY, IT IS EXPECTED THAT THE CONTRACTOR WILL KEEP THE ENTIRE PREMISES FREE OF DEBRIS, DISCARDED MATERIAL, ETC. 14. WORKMANSHIP: IT IS ASSUMED THAT ALL WORK WILL BE PERFORMED BY WORKERS WHO ARE SKILLED AND EXPERIENCED IN THE[RRESPECTIVETRADES ALL INSTALLATIONS SHALLOPERATE PROPERLYINAFIRST-CLASSMANNER. WORKMANSHIPSHALL CONFORM TO THE BEST TRADE PRACTICES FINISHED SURFACES SHALL BE PLUMB AND LEVEL, STRAIGHT AND FREE OF IMPERFECTIONS AND SET FIRMLY TO ACCURATE MEASUREMENTS. FINISHED PRODUCT SHALL BE TOTALLY CLEAN AND FREE OF COVERING MATERIALS, LOOSE OR FOREIGN MATERIALS, ETC. 15. EXTRA CHARGES. WILL BE ALLOWED ONLY WHEN AUTHORIZED IN WRITING BY THE OWNER BEFORE THE CHARGE IS INCURRED. 16 GENERAL CLEANING UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR IS TO CLEAN THE EXTERIOR OFTHE STRUCTURE AND THE SITE, REMOVING ALL STAINS, DEBRIS, ETC. RESULTING FROM CONSTRUCTION THE CONTRACTOR SHALL ALSO CLEAN ALL INTERIOR AREAS OF THE STRUCTURE IN THE AREAS OF NEW WORK ALL GLASS, INSIDE AND OUT, SHALL BE COMPLETELY CLEANED SiTE WORK I TOPSOIL~ ESTABLISH TOPSOIL DEPTH AND STRIP AS MUCH TOPSOIL AS POSSIBLE FROM THE HOUSE SITE STOCKPILE FOR LATER DISTRIBUTION 2 GRADING' ROUGH GRADE TO 6" BELOW FINISH GRADES FINISH GRADES AROUND BUILDING SHALL BE AS SHOWN ON ELEVATION AND SECTION DRAWINGS AND SHALL PROVIDE POSITIVE DRAINAGE. (PITCH) GRADE 1/4" PER FOOT AWAY FROM THE BUILDING ON ALL SIDES FOR A DISTANCE OF 3 TO 10 FEET. 3 DRIVEWAYS AND PARKING AREAS. PROTECT EXISTING DRIVEWAYS AND APRKING AREAS. 4 FOOTING DRAINS PROVIDE FOOTING DRAINS ALL AROUND PERIMETER, DRAIN DOWNHILL AT GRADE OR PROVIDE DRY WELL. 5BLASTING AND JACK HAMMER NOT USED S. NOTIFY OF IMPENDING SITEWORK ALL PUBLIC AGENCIES AS REQUIRED BY CODE AND UTILITY COMPANIES. 7. CLEARLY MARK AND IDENTIFY ALL UNDERGROUND UTILITY LINES, PIPE, CABLE AND CONDUITS. 8~ VERIFY LOCATIONS AND PROVIDE CLEAR MARKING OF PROPERTY LINES, SET BACK LINES, EASEMENTS AND RIGHT OF WAY 9~ FILL PLACED SHALL BE FREE OF DEBRIS, SNOW, ICE, WATER OR ORGANIC MATERIAL. 10. PROVIDE RETAINING WALL ON SLOPES EXCEEDING ONE FOOT VERTICAL ON TWO FEET HORIZONTAL 11 CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE SPACED NOT MORE THAN 00 FEET ON CENTER OR zi~ FEET FROM CORNERS NO HORIZONTAL CONSTRUCTION JOINTS IN WALLS ARE PERMISSIBLE 12 COORDINATE WITH OWNER'S LANDSCAPING CONTRACTOR AS REQUIRED. EXCAVATION I EXCAVATE A8 REQUIRED FOR ALL CONSTRUCTION, UTILITIES, PAVING AND EQUIPMENT AS INDICATED OR AS NECESSARY 2. EXCAVATION SHALL BE PERFORMED SO THAT THE AREA OF THE SITE AND THE AREA IMMEDIATELY SURROUNDING THE SITE AND AFFECTINGOPERATIONSATTHESITEWILLBECONTINUALLYANDEFFECTIVELYDRAINED WATER SHALL NOT BE PERMll-FED TO ACCUMULATE iN THE EXCAVATION THE EXCAVATION SHALL BE DRAINED BY PUMPING OR OTHER SATISFACTORY METHODS TO PREVENT SOFTENING OF THE FOUNDATION BOSOM, UNDERCUqq'ING OF FOOTING, OR OTHER ACTIONS DETRIMENTAL TO PROPER CONSTRUCTION PROCEDURES. 3. PROTECT AREA AROUND EXISTING CESSPOOLS FROM HEAVY EQUIPMENT TRAFFIC. MAINTAIN INTEGRITY AND FUNCTION OF EXISTING SAN~RATY DISPOSAL SYSTEM 4. TRENCHING FOR UNDERGROUND UTILITIES SYSTEMS AND DRAIN LINES SHALL BE EXCAVATED TO THE REQUIRED ALIGNMENTS AND DEPTHS THE Sol-rOMS OF TRENCHES SHALL BE GRADED TO SECURE THE REQUIRED SLOPE AND SHALL BE TAMPED IF NECESSARY TO PROVIDE A FIRM PIPE BED 5. THE CONTRACTOR SHALL BE REQUIRED TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALL EXISTING UTILITIES SHALL BE MARKED, IDENTIFIED AND PROTECTED FROM DAMAGE DURING CONSTRUCTION. 6. BACKFILL AS REQUIRED FOR ALL EXCAVATION. BACKFILL IN LAYERS NOT MORE THAN 6 INCHES IN DEPTH AND TAMPER TO PROPER DRY DENSITY COMPACTION CONTRACTOR SHALL EXCAVATE TO FIRM, SOLID BEARING FOR ALL FOOTINGS, WALLS, ETC TO LOCAL AUTHORITIES REQUIREMENTS AND BELOW THE FROST LINE AT FOUNDATION 1 ALL FOOTINGS SHALL SEAR ON UNDISTURBED SOIL OF NOT LESS THAN ONE TON PER SQUARE FOOT BEARING CAPACII~ FOOTINGS SHALL BE BELOW FROST LINE, A MINIMUM OF 3'-6" FROM GRADE TO THE BOTTOM OF THE FOOTING, EXCEPT THAT THE BOI~OM OF THE FOOTING SHALL BE ADJUSTED TO THE ACTUAL LEVEL OF APPROVED BEARING STRATA FOUND ON EXCAVATING 2. WHERE FOOTINGS BEAR ON ROCK, THE ROCK SHALL BE FIRST LEVELED TO THE UNDERSIDE OF THE FOOTING AND DOWELS 3'-0" ON CENTER SHALL BE DRILLED AND GROUTED INTO THE ROCK, IN A MANNER ACCEPTABLE TO THE ARCHITECT OR BUILDING INSPECTOR. 3 STEPPED FOOTINGS SHALL BE 12 INCH MAXIMUM VERTICAL ELEVATION CHANGE AND 24 INCH MINIMUM HORIZONTAL CHANGE WITH 10 INCH MINIMUM OVERBEARING 4 NO BACKFILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNLESS THE FLOOR FRAMING IS IN PLACE OR UNLESS WALLS HAVE BEEN ADEQUATELY BRACED, 5. FOUNDATION WALLS SHALL BE LEVELED TO RECEIVE FRAMING. IN FOUNDATION WALLS MADE FROM MASONRY THE TOP TWO COURSES SHALL BE FILLED SOLID WITH MORTAR OR SOLID CONCRETE MASONRY UNITS USED. IN MASONRY WALLS A 1/2 INCH DIAMETER GALVANIZED STEEL ANCHOR BOLT 21 INCHES LONG SHALL BE EMBEDDED NOT LESS THAN 15 INCHES INTO THE CONCRETE MASONRY UNIT IN CONCRETE WALLS A 1/2 INCH DIAMETER GALVANIZED STEEL ANCHOR BOLT 12 INCHES LONG SHALL BEEMBEDDEDNOTLESSTHAN71NCBESINTOTHECONCRETE ANCHORBOLTSSHALLBESPACEDATASPACEDASINDICATEDON DRAWINGS AND NOTES FOUNDATION (CONT'D) 5 SILL PLATES SHALL BE EQUIVALENT TO 2-2X8 INCH MEMBER AND SHALL BE PRESSURE TREATED 7 ALL BASEMENT/CELLAR FOUNDATION WALLS SHALL BE WATERPROOFED BEFORE BACKFILLING 5 AT NO TIME SHALL BULLDOZERS, TRUCKS OR OTHER HEAVY EQUIPMENT BE PERMITTED TO APPROACH FOUNDATION WALLS CLOSER THAN 8 FEET. 9 PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOT MORE THAN 6" IN LOOSE DEPTH, COMPACTING EACH LAYER TO REQUIRED MAXIMUM DENSITY DO NOT PLACE MATERIALS ON SURFACES THAT ARE MUDDY, FROZEN OR CONTAIN ICE OR FROST USE SOIL MATERIAL FREE OF CLAY, ROCK OR GRAVEL LARGER THAN 2", DEBRIS, VEGETABLE MATrER, WASTE AND FROZEN MATERIALS. 10. COMPACT EACH L~,YER OF BACKFILL AND FILL SOIL MATERIALS AND THE TOP 12" OF SUBGRADE FOR SLABS, STEPS AND PAVEMENTS TO 95% PROCTOR DENSITY WITH POWER TAMPER. 11 CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE SPACED NOT MORE THAN E0 FEET ON CENTER OR 40 FEET FROM CORNERS. NO HORI,ZONTAL CONSTRUCTION JOINTS IN WALLS ARE PERMISSIBLE 12. ALL FOOTINGS SHALL BE FORMED DO NOT USE SOIL AB A CONTAINER FOR CONCRETE. STAKE AND PIN AB REQUIRED TO MAINTAIN RIGIDITY 13 ALL HONEYCOMBS, FORM MARKS, FINS, HOLES AND OTHER SURFACE DEFECTS SHALL BE PATCHED AND REPAIRED PROMPTLY AFTER FORM REMOVAL CONCRETE WORK I PERFORM ALL CAST-IN-PLACE CONCRETE WORK IN ACCORDANCE WITH ACI-315 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318.1/318 IR BUILDING CODE REQUIREMENTS FOR STRUCTURAL PLAIN CONCRETE AND COMMENTARY AND AC1301 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, UNLESS SPECIFIED OTHERWISE. WHERE CONFLICTS OCCUR THE MOST STRINGENT REQUIREMENT SHALL APPLY. 2. INSPECTION AND TESTING OF CONRETE WORK AND CONCRETE MIX SHALL BE PERFORMED IN ACCORDANCE WITH THE LOCAL BUILDING DEPARTMENT REQUIREMENTS 3 MATERIALS CONCRETE SHALL BE 3000 PSI STRENGTH IN ACCORDANCE WITH AC1301 3 2 AFTER 28 DAYS CONCRETE FOR CRAWL SPACE SLABS SHALL BE 20{30 PSI STRENGTH IN ACCORDANCE WiTH AC130'1 3.2 AFTER 28 DAYS. CONCRETE FOR WALLS SHALL BE 3500 PSI STRENGTH IN ACCORDANCE WITH AC1301 3 2 AFTER 28 DAYS REINFORCING STEEL: SHALL BE DEFORMED BILLET STEEL BARS, GRADE 40, GALVANIZED FINISH, CONFORMING TO ASTM A615, COMPLETE WITH ALL ACCESSORIES SUCH AS CHAIRS, BAR SUPPORTS, SPACERS, TIE WIRE, ETC. WELDED WiRE FABRIC: SHALL BE S X S W 1.4 X W 1 4 SIZE, PLAIN FINISH CONFORMING TO ASTM AIB5 AND ASTM A82, MINIMUM YIELD STRESS 70,000 PSI. VAPOR BARRIER: SHALL BE 5 MIL THICK CLEAR POLYETHYLENE FILM. NON-SHRINK GROUT: SHALL BE PRE-MISED COMPOUND CONSISTING OF NON-METALLIC AGGREGATE, CEMENT, WATER REDUCING AND PLASTICIZING A~GENTS; CAPABLE OF DEVELOPING MINIMUM COMPRESSIVE STRENGTH OF 2400 PSI IN 25 DAYS. EXPANSION-JOINT FIILLER STRIPS, PREMOLDED SHALL BE RESrN IMPREGNATED FIBERBOARD CONFORMING TO PHYSICAL REQUIREMENTS OF ASTM D 1752 4 INSTALL VAPOR BARRIER UNDER INTERIOR FLOOR AND CRAWL SPACE SLABS ON GRADE OVER CAPILLARY WATER BARRIER LAP JOINTS 8 TO 12 INCHES MINIMUM AND SEAL. 5 POUR FLOOR SLAB IN CHECKERBOARD OR SAW-CUT PA~I~ RN NOT EXCEEDING 1200 SQUARE FOOT NOT MORE THAN 40'A)" IN ANY DIRECTION AND~ FINISH IN STEEL TROWEL FINISH. MAINTAIN SURFACE FLATNESS OF MAXIMUM 118 INCH IN TEN FEET. 6. CONCRETE SLABS. FINISH OF BLABS ON GRADE, EXCEPT THOSE IN CRAWL SPACES, SHALL BE DOUBLE STEEL TROWEL FINISH. PITCH ALL PORCH AND GARAGE FLOOR SLABS TO EXTERIOR FOR POSITIVE DRAINAGE UNLESS OTHERWISE INDICATED T CURING: CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING BY CONTROL CURING METHODS, COVERS AND WETrlNG WITH SPECIAL A'i-[E NTION TO LIMITATIONS IMPOSED BY WEATHER CONDITIONS. 5 INSTALL FORMS SO AS TO ALLOW ADEQUATE SPACE AND OPENINGS FOR FLOW AND PLACEMENT OF CONCRETE CONSTRUCT FORMS FREE OF DEFECTS THAT WOULD AFFECT APPEARANCE AND HOLDING POWER DURING AND AFTER CONCRETE POUR. KEEP FORMWORK IN PLACE UNTIL CONCRETE REACHES REQUIRED STRENGTH. 9 REINFORCING' PLACE REINFORCING IN ACCORDANCE WITH CHAPTER 5 (AC1301-89). LOCATE REINFORCING SPLICES NOT INDICATED AT POINTS OF MINIMUM STRESS. 10. INSURE THAT OPENINGS AND DEPRESSIONS IN CONCRETE WORK ARE PROVIDED FOR BEFORE POURING. FoRrvlWORK SHALL BE CONSTRUED SO THAT THE CONCRETE SURFACES WILL CONFORM TO THE TOLERANCE LIMITS LISTED iN TABLE 4.3~1 (AC1301-89). 11. CRAWL SPACE VENTS. SHALL BE CAST IRON OR ALUMFNUM MODEL No LV]TS AS MANUFACTURED BY McKINLEY IRON WORKS OR "ENTRY SAVER VI=NTB" MODEL "B" AS MANUFACTURED BY WITTEN AUTOMATIC VENT CO INC., GASTONIA, NC 28053. VENTS SHALL HAVE INSECT SCREEN AND OPERATING SLIDING REGISTER FOR CLOSING PROVIDE MINIMUM OF (4} FOUR VENTS FOR EACH CRAWL SPACE AREA~ OR ONE SOU ARE FOOT OF N ET VENT AREA FOR EACH 1500 SQUARE FOOT OF CRAWL SPACE. 12. AREAWAY WALLS FOR CRAWL SPACE VENTS OR BASEMENT WINDOWS SHALL~BE ROUND, PREFABRICATED 16 GAGE GALVANIZED CORRU~GATED STEEL, SIZE TO SUIT GRADE CONDITIONS, AS MANUFACTURED BY ST. PAUL CORRUGATING CO, MINNEAPOLIS, MINNESOTA. 13 ALL FOOTINGS SHIALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS AND DETAILS 14 REINFORCING MARKED "CONT" (CONTINUOUS) SHALL BE LAPPED 48 BAR CIA AT SPLICES AND CORNERS AND SHALL SE HOOKED OR EXTENDED 48 BA[R DIA AT NON-CONTINUOUS ENDS UNLESS OTHERWISE DETAILED, TOP BARS SHALL BE LAPPED AT MIDSPAN AND BOTTOM BARS .~T SUPPORTS. HORIZONTAL WALL REINFORCING AND "TEMPERATURE" BARS SHALL BE CONTINUOUS 15 PROVIDE CLEARA~NCE FROM FACES OR CONCRETE TO REINFORCEMENT IN ACCORDANCE WITH ACI-318, AS SHOWN ON TYPICAL DETAIL AND AS FOLL(OWS: WALLS, EXTERIOR FACE: 2" FOR ~6 BARS AND LARGER 1-112" FOR #5 BARS AND SMALLER WALLS, INTERIOR FACE' 1" TYPICAL FOOTINGS 3" TYPICAL REINFORCING SHALL SE SECURELY TIED IN ITS PROPER PLACE BEFORE CASTING OPERATIONS USING APPROVED CHAIRS AND SPACERS. 16. THE CONCRETE CONTRACTOR SHALL INSTALL AND/OR GiVE OTHER TRADES AMPLE OPPORTUNI7 Y TO INSTALL ANCHOR BOLTS, PLATES, CONDUITS, SLEEVES, SLOTS, ETC., AS REQUIRED 17. ALL OPENINGS, G,APS AND JOINTS IN FLOOR AND WALL ASSEMBLIES IN CONTACT SOIL OR GAPS AROUND PIPES, OR DRAINS PENETRATING CONC;RETE SHALL BE FILLED OR CLOSED WiTH MATERIALS THAT PROVIDE A PERMANENT AIR-TIGHT SEAL. SEAL LARGE OPENINGS WIITH NON-SHRiNK MORTAR, GROUTS OR EXPANDING FOAM MATERIALS AND SMALLER GAPS WITH AN ELASTOMERrC JOINT SEALANT, AS DEFINED IN ASTM C920. 13, DO NOT ALLOW CIONCRETE TO DROP SO FAR AS TO SEGREGATE OR CREATE VOIDS 19 ALL CONCRETE ED(POSED TO WEATHER, iNCLUDING EXTERIOR FOUNDATION WALLS, SHALL BE AIR~NTRAINED 20. SLABS AND BEAMIS SHALL BE CAST MONOLITHICALLY EXCEPT AS OTHERWISE SHOWN AND SHALL BE FINISHED AS CALLED FOR IN THE SPEClFICATIO)NS, 21 ALL CONCRETE S[HALL BE PLACED IN A MANNER TO KEEP SHRINKAGE STRESSES TO A MINIMUM THE FOLLOWING LIMFrATIONS AND/OR PROCEDURES SHALL BE OBSERVED: A, THE LENGTH OF C(ONCRETE PLACEMENTS IN ANY DIRECTION SHALL BE LIMITED AS FOLLOWS, FRAMED FLOORS - 80 +/- FT SLABS ON GRADE - 310 +/- FT., UNLESS OTHERWISE NOTED B THE MINIMUM TIME BETWEEN ADJACENT SECTIONS SHALL BE 7 DAYS THEREFORE, PLACING OF CONCRETE IN ALTERNATE SECTIONS SHALL BE CONSIDERED 22. CURING OF CONCRETE SHALL BE STARTED AS SOON AS FINISH WILL NOT BE MARRED THEREBY IT WILL NOT BE PERMISSIBLE TO DELAY CURING UNTIL THE NEXT DAY, MASONRY WORK/MAN UFACTHRED MASONRY 1. MASONRY WORK OF THE TYPES INDICATED SHALL BE PROVIDED AND SHALL BE PROPERLY COORDINATED WITH THE WORK OF THE OTHER TRADES. 2. ALL MASONRY WOIRR SHALL BE PERFORMED IN ACCORDANCE WITH "AC[ 530 BUILDING CODE REQUIREMENTS FOR MASONRY" AND THE NEW YORK STATE BUILDING CODE. WHERE CONFLICTS OCCUR THE MOST STRINGENT REQUIREMENT WILL GOVERN. 3 SCAFFOLDS AND P~LATFORMS SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH APPLICABLE REGULATIONS OF AGENCIES HAVING J[URISDICTIOR AT PLACE OF WORK. SCAFFOLDS SHALL NOT BE OVERLOADED. 4. MATERIALS' CULT~JRED STONE VENEER: A EXTERIOR STONE VENEER SHALL BE CULTURED STONE BY OWENS CORNING INSTALL PER STANDARD MANUFACTURER'S SPECIFICATIONS AND INSTALLATION DETAILS. STONE STYLE, PA~rEa, AND COLOR TO BE SELECTED BY OWNER AND ARCHITECT IN FIELD. 5 ENVIRONMENTAL CONDITIONS; MASONRY SHALL NOT BE LAID WHEN THE AIR TEMPERATURE IS BELOW 40 DEGREES F. ON A FALLING THERMOMETER, OR WHEN IT APPEARS PROBABLE THAT TEMPERATURES BELOW 40 DEGREES F WILL BE ENCOUNTERED . BEFORE THE MORTAR HAS SET, UNLESS ADEQUTE MEANS ARE PROVIDED FOR PROTECTING THE WORK FROM FREEZING PROTECTION SHALL CONSIST OF HEATING AND MAINTAINING THE TEMPERATURE OF THE MASONRY MATERIALS AT NOT LESS THAN 40 DEGREES F. BUT NOT MORE THAN 1 §0 DEGREES F AND MAINTAINING AN AIR TEMPERATURE ABOVE 40 DEGREES F ON BOTH SIDES OF THE MASONRY FOR NOT LESS THAN 72 HOURS. WORK WILL NOT BE PERMITTED WITH OR ON FROZEN MA3ERIALS MASONRY WORK MAY BE STARTED AT 34 DEGREES F ON A RISING THERMOMETER STRUCTURAL STEEL AND MISCELLANEOUS METAL WORK E PROVIDE ALL STRUCTURAL STEEL AND MISCELLANEOUS METAL WORK INCLUDING LINTELS, FLITCH PLATES, AND ALL SUPPORT MEMBERS, COMPLETE WITH REQUIRED BRACING, WELDS, WASHERS, NUTS, SHIMS, ANCHOR BOLTS, BASE PLATES, BEARING PLATES 2 STRUCTURAL STEEL HAS BEEN DESIGNED UP TO A MAXIMUM OF 24,900 PSI IN BENDING IN ACCORDANCE WITH THE LATEST EDITION OF THE A,LS.C. CODE, EXCEPT THAT FLITCH PLATES HAVE BEEN DESIGNED UP TO A MAXIMUM OF 20,000 PSI IN BENDING 3. FABRICATE AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S C. MANUAL OF STEEL CONSTRUCTION LATEST EDITION VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. 4. MATERIALS: A) STRUCTURAL STEEL SHALL CONFORM TO ASTM A992, GRADE 50. B) BOLTS AND WASHERS SHALL CONFORM TO ASTM A325 C) MISCELLANEOUS PLATES SHALL CONFORM TO ASTM A992, GRADE S0. D) STEEL PiPE COLUMNS SHALL CONFORM TO ASTM AS00 E) ANCHOR BOLTS SHALL BE GALVANIZED STEEL AND CONFORM TO ASTM A36 OR ASTM A307 F} PIPE RAILING SHALL CONFORM TO ASTM A53 5. PROVIDE LOOSE LINTELS OVER ALL OPENINGS IN MASONRY WALLS AND PARTITIONS AS INDICATED AND AS REQUIRED TO SUPPORT LOADS OVER ALL OPENINGS. LINTELS SHALL BE CONSTRUCTED TO HAVE AT LEAST 8 INCHES BEARING ON MASONRY TO EACH END. LOOSE LINTELS SHALL BE PUNCHED WHERE REQUIRED FOR THE ATTACHMENT OF OTHER FASTENINGS. S. PROVIDE A MINIMUM OF 1/2" DIA BOLTS @ 4'-0" O.C MAXIMUM TO CONNECT ALL WOOD BLOCKrNG TO STEEL. STAGGER BOLTS @ 2'-0" O C WHEN BLOCKING IS CONNECTED TO BOTH SIDES OF BEAM FLANGES. 7. PROVIDE SUITABLE STIFFENERS ON ALL BEAMS RESTING ON TOP OF OR SUPPORTING COLUMNS. PROVIDE 3/4" THICK CAP AND/OR BASE PLATES ON COLUMNS AND 4-3/4" DIA. BOLTS 8. TYPICAL BEAM TO PIPE COLUMN CONNECTIONS SHALL BE "THRU4=LATE' TYPE EXCEPT WHERE BEAMS RUN OVER TOPS OF COLUMNS IN WHICH CASE A 3/4" THICK CAP PLATE AND z~3/4" CIA BOLTS SHALL BE USED UNLESS OTHERWISE NOTED. 9 SHOP PAINTING ALL STEEL WORK SHALL BE CLEANED AND SHOP COATED WITH THE MANUFACTURER'S STANDARD PROTECTIVE COATING.A 10. ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH THE AMER]CAN WELDING SOCIETY (AWS) PUBLICATION 01.1 STRUCTURAL WELDING CODE USING THE METHODS AND ELECTRODES AS RECOMMENDED BY THE MANUFACTURERS OF THE BASE METAL ALLOYS BEING USED. CARPENTRY I LUMBER: SHALL CONFORM TO DEPARTMENT OF COMMERCE PRODUCT STANDARD PS 20; DESrGN VALUES FOR VISUALLY GRADED LUMBER SHALL BE BASED ON THE PROVISIONS OF ASTM 0245; GRADED IN ACCORDANCE WITH ESTABLISHED GRADING RULES; MAXIMUM MOISTURE CONTENT OF 19 PERCENT OF THE FOLLOWING SPECIES AND GRADES ALL LUMBER SHALL BEAR VISIBLE GRADE STAMPING. A} STRUCTURAL LIGHT FRAMING SHALL BE DOUGLAS FIR No 2 GRADE Fb 1250 PSI MINIMUM B) NON-STRUCTURAL LIGHT FRAMING SHALL BE DOUGLAS FIR CONSTRUCTION GRADE Fb 950 PSi MINIMUM C) STUDDING SHALL BE DOUGLAS FIR STUD GRADE Fb 800 PSi MINIMUM. D) POST AND TIMBERS SHALL BE DOUGLAS FIR SELECT STRUCTURAL GRADE Fb 1500. ALL LUMBER ABOVE SHALL BE GRADED AND LISTED ACCORDING TO THE WESTERN WOOD PRODUCTS ASSOCIATION STANDARD GRADING RULES E) ALL FRAMING TO BE DOUGLAS FIR LARCH No. 2 DESIGN VALUES. Fb (SINGLE MEMBER} - '1250 PSI Fb (REPETITIVE MEMBER)= 1450 PSi Et = 650 PSI Fy = §5 PSI Fcl- 625 PSF Fc = 1050 PSF E = 1,700,000 B NOT USED 3 PLYWOOD SHEATHING SHALL CONFORM TO PRODUCT STAINDARD PS-I, PLYWOOD FOR ROOFS SHALL BE C-D GRADE WITH EXTERIORGLUEANDWITNAPANELIDENTIFICATIONINDEXO~F32/16,1121NCHTHICK. PLYWOOD FOR WALL SHEATHING SHALL BE C-D GRADE WITH EXTERIOR GLUE AND WITH A PANEL IDENTIFICATION INDEX OF NOT LESS THAN 40/20, 3/8 INCH THICK. NSEE HURRICAN NOTES FOR ALL NAILING REQUIREMENTS. 4 PLYWOOD SUBFLOOR SHALL CONFORM TO PRODUCT STANDARD PS-I, PLYWOOD SUBFLOOR SHALL BE DFPA STRUCTURAL-t WITH EXTERIOR GLUE 1/2 INCH THICK, C-D EXT. WITH PANEL IIDENTIFICATION INDEX 32/16 NAILED 6 INCHES O C. AT PANEL EDGES AND 10 iNCHES D.C. INTERMEDIATE WITH 6d COMMON NAILS. USE CONSTRUCTION ADHESIVE BE3WEEN JOIST AND SUBFLOOR. 5 BUILDING PAPER FEDERAL SPEC. UU-B-790, TYPE 1, CRADLE D, STYLE 1 6 JOIST HANGERS' GALVANIZED STEEL OR IRON, SIZED TO F IT THE SUPPORTED MEMBER OF SUFFICIENT STRENGTH TO DEVELOP THE FULL STRENGTH OF THE SUPPORTED MEMBER, AND FURNISHED COMPLETE WITH ANY SPECIAL NAILS REQUIRED. 7 ROUGH HARDWARE: HOT DIPPED GALVANIZED NAILS, BOLTS, NUTS, WASHERS, AND SCREWS AS NECESSARY FOR EX~IOR LOCATIONS. PLAIN FINISH FOR INTERIOR LOCATIONS; SIZE AlflD TYPE TO SUIT APPLICATION. ALL NAILS USED IN CEDAR SHALL BE HOT DIPPED ZINC-COATED CONFORMING TO ASTM A-153 OR STAINLESS STEEL 8. BRIDGING SHALL BE 5/4 x 3 DIAGONAL OR SOLID BRIDGING ~,S FOLLOWS' SPANS UP TO 14'-0 USE ON ROW AT CENTER OF SPAN; SPANS FROM 14'-0 TO 21'-0 USE TWO ROWS AT 1/3 POINTS OIF SPAN; SPANS FROM 21'O TO 32'0 USE THREE ROWS AT 1/4 POINTS OF SPAN. PROVIDE SOLID BRIDGING UNDER ALL PARTITIONS PEIRPENDICULAR TO JOISTS. 9. DOUBLE HEADER JOISTS AND TRIMMERS AT ALL FLOOR AND ROOF OPENINGS 10. DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS 11. CONCEALED SPACES WITHIN WALL PARTITIONS, FLOOR OR CORNICE CONSTRUCTION AND AROUND CHIMNEY, PIPE, AND DUCT OPENINGS IN SUCH CONS~;{UCTION SHALL BE FIRESTOPPED.. 12 CONCEALED VERTICAL SPACES IN WALLS AND PARTITIONS SHALL BE FIRESTOPPED AT EACH FLOOR LEVEL AND AT THE CEILING OF THE UPPERMOST STORY SO THAT SUCH SPACES WILL NO~T BE CONTINUOUS FOR MORE THAN ONE STORY, OR COMMUNICATE WITH CONCEALED HORIZONTAL SPACES IN THE FLOOR OR ROOF CONSTRUCTION 13. ALL MEMBERS SHALL BE CLOSELY FI'TI'ED, ACCURATELY SET TO REQUIRED LINES AND LEVELS AND RIGIDLY SECURED IN PLACE WITH PROPER BEARING AND CORRECT SIZE AND TYPE OF FA~STENING NAILING SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE JOIST SHALL BE SET WITH CROWN EDGE UP. MAKE ANGLED RAFTER CUTS THAT ARE TIGHTLY FITTED AND SECURELY ANCHORED. 14 SILL PLATES SHALL BE LEVEL AND SQUARE AND ANCHOR BOLTED AT NOT MORE THAN 6 FEET ON CENTERS AND NOT MORE THAN 12 INCHES FROM EACH END OF EACH PIECE A MINIMUM OF TWO ANCHORS SHALL SE USED FOR EACH PIECE OF WOOD 15 COORDINATE PLUMBING AND HVAC REQUIRED OPENINGS WITH FRAMING TO PROVIDE PROPER FRAMED OPENINGS. 16 BEAMS SHALL HAVE BEARING OF NOT LESS THAN 4 INCHEIS ON CONCRETE OR CONCRETE MASONRY UNITAND 1-1/2 INCHES ON WOOD OR METAL JOIST, TRIMMERS, HEADERS AND BEAMS FRAMING iNTO CARRYING MEMBERS AT THE SAME RELATIVE LEVELS SHALL BE CARRIED ON JOIST HANGERS. 17. BLOCKING SHALL BE PROVIDED AS NECESSARY FOR APPLICATION OF SHEATHING, WALLBOARD, AND OTHER MATERIALS OR BUILDING ITEMS, INSTALLATION OF WALL AND CEILING MOUN'IrED FIXTURES AND EQUIPMENT AND TO PROVIDE FIRE STOPPING 18. PROVIDE ANCHORS, BRACKETS, FRAMES, HANGERS AND OTHER SUPPORTS, TO SUPPORT CEILING-HUNG OR SUPPORTED, PIPING, CONDUITS, DUCTS, SHELVING, LIGHT FIXTURES AND OTHER MISCELLANEOUS ITEMS. 19 USE NAILING MACHINES OR POWER HAMMERS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS 20. STAGGER PLYWOOD WALL SHEATHING AND SUBFLOORING JOINTS 21. PROVIDE CLEARANCES BE3~NEEN FRAMING AND OTHER C~ONSTRUCTION THAT MAY BE SUBJECT TO DIFFERENTIAL MOVEMENT, NOISE TRANSFER AND FIRE HAZARD. 22. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY lin ANY FORM SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPB STANDARDS LP-2 OR LP-22, AS APPLICABLE BRUSH COAT ALL CUT ENDS WITH SAME TREATMENT. 23. FIRESTOPPING SHALL BE CONSTRUCTED TO CLOSE ALL CiONCEALED DRAFT OPENINGS AND TO FORM EFFECTUAL FIRE BARRIERS AGAINST THE SPREAD OF FIRE BETWEEN STORIESi OF EACH AND EVERY BUILDING AND IN ALL OPEN STRUCTURAL SPACES THEREIN. 24 HOT USED 25. NOT USED 26. NOT USED T27. EXTERNAL TRIM: PROVIDECELLULARPVCEXTERIORTRLIMAS INDICATED ON DRAW[NGS TRIMMANUFACTURERTOBEAZEK OR EQUAL. FOLLOW MANUFACTURERS STANDARD INSTALLA'irlON PROCEDURES FOR EACH APPLICATION AS NECESSARY. 28. ALL NEW INTERIOR TRIM AND MOULDINGS SHALL MATCH EXISTING TRIM AND MOULDrNGS IN DESIGN AND SIZE 29. NOT USED. 31 SIDING SHALL BE #1 WESTERN RED CEDAR PERFECTION SHINGLES WITH 4". 32. NOT USED 33 NOT USED 34. NOT USED 35. NOT USED 37 NOT USED 38. NOT USED. 39. NOT USED 40. NOT USED 41. NOT USED INSULATION AND MOISTURE CONTROL 1. PROVIDE BLANKET INSULATION FOR FLOORS (EXPOSED TO EXTERIOR OR UNHEATED SPACES), WALLS AND CEILINGS PREFORMED MINERAL WOOL, CONFORMING TO ASTM C665, TYPE IliA, WITH REFLECTIVE COVERING ONE SIDE, CLASS A. REFLECTIVE COVERING SHALL HAVE A FLAME SPREAD RATING NOT GREATER THAN 25 AND A SMOKE DEVELOPED RATING NOT GREATER THAN 50, WHEN TESTED AFFIXED TO INSULATION IN ACCORDANCE WITH ASTM E84. THE FIRE HAZARD TESTING SPECIFIED HEREIN SHALL BE CONDUCTED WITH THE MEMBRANE COVERING BuTr JOINTED OR IN A SPLIT CONDITION, INSULATrON SHALL HAVE AN "R" VALUE NOT LESS THAN R-19 FOR FLOORS, R-19 OR R-13, AS INDICATED, FOR WALLS AND R-3O FOR CEILINGS AT ROOF LEVEL, AND BETWEEN RAFTERS INSULATFON SHALL BE KEPT 3 INCHES MINIMUM FROM RECESSED LIGHT FIXTURES OR APPROVED U.L FIXTURES SHALL BE USED. PROPERLY POSITION REFLECTIVE SURFACE AND/OR VAPOR BARRIER INSTALL VAPOR RETARDANT MEMBRANE FACING WARM SIDE OF BUILD~NG SPACES LAP ENDS AND SIDES OF FLANGES OF MEMBRANE OVER FRAMING MEMBERS. 2. BLOWN IN PLACE INSULATION FOR EXISTING CEILINGS AND 'WALLS SHALL BE A SLAG MINERAL FIBER INSULATION COMPLYING WITH FEDERAL SPECIFICATION HH-1-10305, CLASS A, TYPE I COMPLETELY AND EVENLY FILL ALL SPACES TO CORRECT DEPTH OR WIDTH. KEEP VENTILATION SPACE UNOBSTRUCTED A) SURFACE BURNING CHARACTERISTICS TESTED IN ACCORD)ANCE WITH ASTM E84. FLAME SPREAD: 5 SMOKE DEVELOPED 5 FUEL CONTRIBUTED 0 B) THERMAL PERFORMANCE SHALL BE DETERMINED IN ACCOF~DANCE WITH ASTM C-887 AND C-515 AND THE FOLLOWING TABLE. "R" VALUEBAGS PER 100OSF. OF NET AREAMAX. SF, PER SAGIMIN WT LBS/SF,MIN THICK iN INCHES R-3840251 000 17-1/2 R-303033.758 13-3/4 R-222245,556 10 R-192051 490 8-3/4 R-131375 3336 R-I 111190.278 5 3. LOOSE FILL INSULATION FOR LIVING AREA' NEW FLOORS O\~/ER EXISTING SLABS SHALL CONFORM TO FED, SPEC HH-I-5746 THERMAL INSULATION (PERLITE) INSULATION SHALL BE INST~LLED IN STRICT CONFORMANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS 4. INSULATION AT PERIMETER FOUNDATION SHALL BE RIGID F(OAM R=5 5 MINIMUM RUN CONTINUOUSLY OVER ENTIRE FOUNDATION PERIMETER TO A POINT 4"~ BELOW GRADE, 5. ROOF VENTILATION' VENTILATE ALL ATTIC AND RAFTER SPACES WITH PROPER SIZED LOUVERS AND SCREENED RIDGE AND SOFFIT VENTS. DO NOT BLOCK VENTILATION CIRCULATION Al- ANY POINT, ESPECIALLY AT RAVE LOCATrONS 6. ROOF SHINGLES SHINGLESSHALLBE#1WEBTERNREDCE[DAR ~"THICKTAPERSAWNBYANGLOAMERICANCEDARPRODUCTS 7. NOT USED. 3. MINOR FLAT ROOFS PITCHED 1/4 INCH PER FOOT TO 7/8 INCtH PER FOOT SHALL BE DOUBLE-LOCK FLAT SEAMED 15 CZ COPPER SHEET ROOFING INSTALLED IN STRICT CONFORMANCE WITH k~IANU FACTURER'S WRIttEN INSTRUCTIONS. S. FLASHING SHEET METAL: METAL FLASHINGS AND DRIP EDG~ES SHALL BE O16 OZ. COPPER. PROVIDE FLASHINGS FOR CHIMNEYS, SADDLE, TOPS OF HORIZONTAL BANDS, SKIRTS, WINDOWS ANID DOORS INSTALL BASE FLASHING, WALL AND ROOF JOINT FLASHING, RIDGE, HIP, VALLEY AND EDGE FLASHING, CRICKE3TS, SKYLIGHT FLASHING, ETC, AS REQUIRED TO MAKE FOR WATERTIGHT JOINTS 10~ INSTALL COPPER GUTrERS AND LEADERS AS SHOWN ON 3THE DRAWINGS AND CONNECT TO SITE'S STORM WATER DRAINAGE SYSTEM, OR SPLASH BLOCKS AS SHOWN ON THE DRAWINGS KEEP LEADERS AND GUTTERS SEPARATED FROM THE ABUTTING WALL SURFACES TO AVOIU STAINING AND CORROSION. PRO,/ICE PROPER JOINTS FOR EXPANSION AND CONTRACTION GUTrERS SHALL HAVE POSITIVE SLOPE TO LEADERS. INSTALL DOWNSF~OUTS AND LEADERS THAT ARE VISUALLY PLUMB PROVIDE SCREENS, STRAINERS AND COVERS TO PREVENT DEBRIS FROM ACCUMULATING IN DRAINS 1E DAMPPROOFING DAMPPROOFING SHALL BE TROWEL OR E~RUSHES ON GRADE BITUMINOUS CEMENT APPLIED ACCORDING TO MANUFACTURER'S INSTRUCTIONS TO PARGETED CRAWL SPA(CE FOUNDATION WALLS BELOW FINISHED GRADE. APPLY DAMPPROOFING IN A TWO (B) COAT APPLICATION 12 ATTIC VENTILATION A'~'IC VENTILATION SHALL CONSIST O)F CONTINUOUS SOFFIT VENTS, RIDGE VENTS AND GABLE LOUVERS IN COMBINATIONS OF EACH. PROVIDE ONE SQUARE INCH OF VEINT AREA FOR EACH 2 SQUARE FEET OF ATTIC FLOOR. RICGEVENTS ATTICORROOFVENTILATION SHALLBE RIDGEIVENTROLL SOFFIT VENTS SOFFiTVENTSSHALLBESTRIPVENT PVC SOFFIT VENT ARCHITECT RICHARD HENRY BEHR ARCHITECT P.C. 2 WEAVER STREET SCARSDALE, NEW YORK 10583 914-722-9020 PROJEOT NAME Scharf Residence 750 Paradise Point Road Southold, NY Section 81 Block 03 Lot 26 OWNER Amy and Charles Scharl= 45 Cushman Road Scarsdale, NY 10583 SPECIFICATIONS NOTES A-7 13 SILL SEALER: SILL SEALER SHALL BE FIBERGLASS OR POLYURETHANE SILL SEALER 6 INCHES WIDE IN ROLL FORM SEALER FINISHES PLUMBING SHALL BE PLACED BETWEEN THE SILL PLATE AND THE FOUNDATION WALL IN A CONTINUOUS MANNER IN ACCORDANCE WITH THE 1. ALL ROOM FINISHES SHALL BE AS SELECTED BY THE OWNER. THE OWNER SHALL SELECT ALL WOOD FLOORING, CERAMIC TILE, 1. SCOPE OF WORK ~HE CONTRACTOR SHALL FURNISH LABOR AND MATERIALS FOR THE FOLLOWING SYSTEMS. MANUFACTURER'S WRITTEN INSTRUCTIONS QUARRY TILE, WOOD PANELING, PAINT AND STAIN COLORS, RESILIENT FLOORING AND CARPET iNCLUDING COLORS. COLD AND ROT WATER SYSTEM 14. BASEMENT WALLS' HEATED EASEMENT/CELLAR WALLS ABOVE GRADE SHALL BE INSULATED WITH INSULATION TO PROVrDE A 2. ALL CERAMIC TILE IN SHOWERS AND SURROUNDING BATH TUBS SHALL BE INSTALLED OVER "WONDERBOARD,' SUBSTRATE '500" SANITARY DRAINAGE "U" VALUE OF "U":.03. OR APPROVED EQUAL. ALL CERAMIC TILE SHALL BE INSTALLED IN TILE-TIGHT ADHESIVE IN STRICT ACCORDANCE WITH THE WATER HEATERS 15 SEALANTS: SEALANTS SHALL BE APPLIED IN AREAS AS NECESSARY TO MAKE FOR A WEATHER AND WATERTIGHT MANUFACTURER'S WRITTEN INSTRUCTIONS WASTE, WATER, VENT AND GAS CONNECTIONS TO ALL IHSTALLATION. APPLY ALL SEALANTS IN STRICT ACCORDANCE WITH MANUFACTURER'S APPLICATIONS MANUAL AND WRITrEN 3 PERFORM ALL GYPSUM WALLBOARD WORK IN ACCORDANCE WITH GYPSUM ASSOCIATION PUBLICATIONS GA 216 AND GA 203 PLUMBING FIXTURES, WASHING MACHINE, DISHWASHER, INSTRUCTIONS AND ASTM C-840, ALL GYPSUM WALL BOARD JOINTS SHALL BE TAPED AND SANDED IN A 3 (THREE) COAT APPLICATION PROVIDE DRYER AND RANGE, ETC. 16 NOT USED, METAL CORNER BEADS "J" BEADS AND ALL OTHER NECESSARY ACCESSORIES FOR A COMPLETE JOB, GAS PIPING 17 CONTPJ~CTOR SHALL' REPAIR ANY DAMAGED OR ROTTED BAYS OR SECTIONS OF ROOFS BEFORE ROOFING WORK IS STARTED 4 5/8-INCH THICK GYPSUM WALL BOARD TYPE X SHALL BE USED IN ALL GARAGES AND AROUND HEAT-PRODUCING EQUIPMENT FOR SITE UTILITIES ROOF SHEATHING SURFACES SHALL BE SMOOTH, FIRM, DRY AND FREE FROM LOOSE BOARDS, LARGE CRACKS, AND PROJECTING A DISTANCE OF THREE FEET ON ALL SIDES AND CEILING. CONDENSATE PIPING ENDS THAT MIGHT DAMAGE THE ROOFING VENTS AND OTHER PROJECTIONS THROUGH ROOFS SHALL BE PROPERLY FLASHED 5~ ALL PREPARATION AND PAINTING WORK SHALL BE OF FIRST QUALITY WORKMANSHIP AND ONLY SKILLED MECHANICS WILL BE SEWAGE EJECTORS (BUILDINGS WITH FULL EASEMENTS) ANDSECUREDINPOSITION, AND PROJECTING NAILS SHALL BE DRIVEN FIRMLY HOME THEEXISTINGROOFINGSHINOLESSHALLBE EMPLOYED PREPAREALLSURFACESTOEEPAINTEDINACCORDANCEWITHTHEPAINTMANUFACTURER'SWRITFEN BUILDING(HOUSE}TRAPSANDFRESHAIRINLETS REMOVED TO TH E ROOF REPAIR SHEATHING BEFORE STARTING THE NEW SHINGLING APPLICATION. INSTRUCTIONS AND PAINT ONE COAT OF PRIME PAINT AND ONE FINISH COAT UPON COMPLETION OF PAINTING WORK, THE ENTIRE 2. PIPE AND MATERIALS 18, INSTALL TYVEK HOUSEWRAP OVER WALLS, WINDOWS AND DOORS IN ACCORDANCE WITH MANUFACTURER'S WRI~rEN WORK AREA SHALL BE CLEANED AND MADE FREE OF ANY PAINT RUNS, DRIPS, SAGSi SPLATTERS, ETC. WATER PIPE. INSTRUCTIONS. SEAM ALL SEAMS, JOINTS, CORNERS. FLASHINGS, HEADER AREAS, SILL PLATES AND ALL EXTERIOR VENTING 6. ALL EXTERIOR FASCIAS AND SOFFITS SHALL BE BACK PAINTED BEFORE INSTALLATION. SERVICE LATERALS - TYPE K COPPER. HOLES WITH "3M" CONTRACTOR SHEATHING TAPE #8086. 7 THIN SET TILE, CARPET OR RESILIENT FLOORING SHALL BE APPLIED OVER 1/2 AC PLAYWOOD UNDER LAYMENT. INTERIOR - TYPE L COPPER. 19 NOT USED 8. MUD SET TILE SHALL BE SET OVER 15~ FELT ON PLYWOOD SUBFLOOR IN MINIMUM 1-1/2 INCH THICK SETTING BED WITH WIRE FITTINGS - WROUGHT COPPER. 95-5 SOLDER JOINTS - EXTERIOR PIPE FITTINGS SHALL BE FLARED TYPE 20 NOT USED. MESH. HANGERS - NON-FERROUS RING TYPE 21. NOT USED 9 WOOD STRIP FLOOR SHALL MATCH E)XISTING AND BE SET ON SUBFLOOR OVER PAPER. SANITARY AND VENT PIPING: 22 NOT USED" 10 WALL TILE INSTALLATION. INSTALL TILE SURFACES SMOOTHLY AND FREE OF IRREGULARITIES, HUMPS OR DIPS, WITH JOINTS INTERIOR- EXTRA HEAVY WEIGHT CAST IRON (NO-HUB) 23 PROVIDE MEMBRANE WATERPROOFING IN BASEMENT WALLS AND OTHER LOCATIONS AS INDICATED. STRICTLY FOLLOW STRAIGHT, LEVEL, ALIGNED, UNIFORM lift SIZE AND TILE CUTS NOT SMALLER THAN HALF A TILE INTERIOR - ABOVE GRADE - SERVICE WEIGHT OR GALVANrZED STEEL MANUFACTURER'S WRITTEN INSTRUCTIONS TO CONTROL PREPARATION AND APPLICATION. DETERMINE THE NUMBERS OF PLIES 11. FLOOR TILE INSTALLATION: INSTALL TILE SURFACES SMOOTHLY AND FREE OF IRREGULARITIES, HUMPS OR DIPS, WITH JOINTS EXTERIOR SANITARY - DUCTILE IRON - ANSI A-21 51. REQUIRED BY GROUND WATER HYDROSTATIC HEAD PRESSURE, LAP AND OVERLAP PLIES SO THAT JOINTS ARE STAGGERED STRAIGHT, LEVEL, ALIGNED, UNIFORM Itq SIZE AND TILE CUTS NOT SMALLER THAN HALF A TILE. VALVES - ALL BRASS GLOBE. GATES AND CHECKS. PROVIDE CERTIFICATION OF COMPLIANCE. 12. ALL WALLS AND CEILINGS NOT REQUIIRING A FIRE RATING SHALL BE 1/2" GBW WITH MINIMUM THREE COATS JOINT COMPOUND, CONDENSATE DRAIN. 24 PROVFDE COMPOSITE TYPE ROOFING UNDERLAYMENT WEATHER PROTECTION AT ALL EAVES, VALLEYS, RIDGES, RAKE EDGES, PRIMED AND READY TO RECEIVE FINISH. BATHROOM WALLS AND WET AREAS IN KITCHEN SHALL BE 1/2" WATER-RESISTANT GBW COPPER PIPE HIPS, SKYLIGHTS, ALL SLOPE CHANGES ON TIE-INS, LOW SLOPE AREAS, AND OTHER AREAS AS INDICATED. INSTALLATION SHALL 13. ALL CEDAR SIDING AS INDICATED OM DRAWINGS SHALL BE TREATED WITH BLEACHING OIL GAS PIPING: COMPLYWITRMANUFACTURER'SWRITTENINSTRUCTIONS COMPOSITEUNDERLAYMENTSHALLBEICEANDWATERSHIELD40 BYCABOT-FOLLOWMFG. INSURCTIONSANDRECOMMENDATIONS ALL PIPING SHALL BE BLACK STEEL, SCHEDULE40 ALLPFPEABOVEGRADESHALLBEMALLEABLEIRONWITHSCREWEDJOINTS. 1 ISSUEDFORSIG/PERMIT 10/17~6 MILS THICK, 36" WIDE AS MANUFACTURED BY W.R. GRACE & CO OR WEATHER WATCH ICE AND WATER BARRIER AS 14. NOT USED. SECURELY STRAP PIPING TO STRUCTURE AND MAKE EACH CONNECTION THROUGH A SHUT-OFF COCK PROVIDE A DRIP AT ANY MANUFACTURED BY GAF CORP. 15. ALL PAINTS USED SHALL BE BY BENJAMIN MOORE . ALL EXTERIOR STAIN SHALL BE BY OLYMPIC OR AS RECOMMENDED BY POINT iN THE LINE OF A PIPE WHERE CONDENSATION MAY COLLECT. ~ 25 PROVIDECEDARBREATHERUNDERLAYMENTUNDERNEWCEDARROOFING. MANUFACTUREROFMATERIALTOBEFINISHED. CONTRACTORTOSUBMITSAMPLESOFALLFINISHESTOBEUSED, FOR PIPINGMUSTBEINSTALLEDINACCORDANCEWITHTBEREQMIREMENTSOFTHELOCALUTiLiTYCOMPANY ALLPIPINGSHALL 2006 RICHARD HENRY BEHR ARCHITECT P.C. APPROVAL CONFORM TO A G A. AND N.B F.U. SPECIFICATIONS DOORS~ WINDOWS AND HARDWARE 16. SURFACES TO BE PAINTED OR STAINED SHOULD BE PROPERLY CLEANED AND PREPARED TO RECEIVE FINISH. ALL EXTERIOR 3. GENERAL PIPING REQUIREMENTS 1. NOT USED PAINT AND STAINS SHOULD BE ALLOWED 48 HOU RS TO DRY BETWEEN COATS; INTERIOR FINISHES SHOULD BE ALLOWED 24 HOURS PROVIDE CLEANOUT IN ALL CHANGES FN DIRECT[OH OF SOIL PIPING. 2. DOORS WITH IN THE DWELLING UN IT SHALL BE 28 INCHES MINIMUM BETWEEN STOPS, EXCEPT THAT DOORS IN BATHROOMS CAN BETWEEN COATS TO DRY. FLASH ALL VENTS WITH COPPER PAN AND FLASHING COLLAR BE 24 INCHES MINIMUM BE"r~NEEN STOPS. MAIN ENTRANCE DOOR SHALL BE AT LEAST 36 ~NCHES IN WIDTH. DOORS INTENDED FOR 17. EXTERIOR TRIM, DOORS, SHU~FERS AND WINDOWS TO BE OIL OIL BASED PAINT EACH TRAPPED FIXTURE TO BE VENTED, EITHER BY INDIVIDUAL VENT OR STACK YENTED WHERE PERMISSIBLE BY LOCAL CODE PASSAGE SHALL BE NOT LESS THAN S FEET 8 INCHES IN HEIGHT 18. FERROUS METAL TO RECEIVE RED PRIMER AND ONE COAT OF METAL PAINT. PROVIDE MAIN SH UT-OFF VALVE AT BUrLDiNG WALL. PITCH AND VALVE ALL WATER PIPING FOR CONVENIENT DRAINAGE PITCH ALL 3. WOOD DOORS SHALL BE OF SIZE AS INDICATED ON THE DRAWINGS EXTERIOR DOORS SHALL BE 1-3/4 INCHES THICK AND BE 19. INTERIOR DRYWALL TO RECEIVE ONE COAT OF PRIMER AND T~VO FINISH COATS OF FLAT LATEX OR ALKYD ENAMEL. SILL COCKS TO SHUT-OFF VALVES AND DRAFR VALVE. ARCHITECT FULLY WEATHERSTRIPPED INTERIOR DOORS SHALL BE 1-3/8 INCHES THICK AND SHALL MATCH EXISTING IN KIND 20. INTERIOR WOODWORK - TO RECEIVE A PAINTED OR STAIN FINISH PROVIDE AIR CHAMBERS AT ALL FIXTURES. 4 DOORS SHALL BE FURNISHED PRE-HUNG IN A FRAME OF WIDTH TO SUIT WALL THICKNESS AND FACTORY BORED FOR LOCKSETS 21. NOT USED, TEST ALL WATER PIPING AT 100 PSI HYDROSTATIC PRESSURE BEFORE CONCEALING RICHARD HENRY BEHR ARCHITECT P.O. 5. INSTALL IN PREPARED OPENINGS, PLUMB AND TRUE WITH EVEN MARGINS AT HEAD AND JAMB AND TO CLEAR FINISHED FLOOR 22. ALL WOOD AND CONCRETE FLOORS MUST BE PREPARED, LEVELED AND SMOOTHED OUT BEFORE CARPETING IS LAID. PIPE SIZES: BY 1/4". DOORS SHALL BE PROTECTED FROM DAMAGE UNTIL TIME OF OCCUPANCY. 23. NOY USED. COLD WATER SERVICE - Z" (MINIMUM) 2 WEAVER STREET 6. DOOR BETWEEN THE LIVING SPACE AND THE GARAGE SHALL BE (3/4) HOUR FIRE DOOR COMPLYING TO NEW YORK STATE 24. NOY USED. SILL COCKS: INSTALL 3~/VO NON-FREEZE COCKS IN EACH UNIT WITH ADDITIONAL II~ITE RIOR SHUT-OFF VALVES AND DRAIN COCKS, SCARSDALE, NEW YON K 10583 EUILDING CODE. 25 APPLY STAIN TO NEW WOOD FLOOR iF REQUIRED TO MATCH EXISTING. APPLY URETHANE FINISH IN A MULTI-COAT APPLICATION NIBCO 914-722-9020 7~ HARDWARE PROVIDE ALLOWANCES IN BID AS INDICATED ON DOOR SCHEDULE TO ACHIEVE A FILM THICKNESS OF 1 0 MILS, WAX AND BUFF, MODEL NO 80 8. WINDOWS, SLIDING GLASS DOORS, AND FRENCH DOORS SHALL BE WOOD "HIGH-PERFORMANCE," FINISH IN WHITE, AS 2E CONTRACTOR TO PROTECT COUPLE TED WOOD FLOORING DURrNG REMAINDER OF CONSTRUCTION PERIOD FLOOR DRAINS: AMERICAN STANDARD #7721.038 STAINLESS STEEL STRAINER WII'H 3" SCREW CONNECTION. MANUFACTUREDBYANDERSEN, INSIZESANDDESIGNSINDICATEDONTHEDRAWINGS ALLUNITSSHALLBEEQUIPPEDWITH 27. WHEREINDICATEDONDRAWINGCOI~ITRACTORTOFURNISHANDINSTALLQUARRYTILEFLOORiNG QUARRYTILETYPEAND TRAPPRIMERVALVE' PROVIDEAMODELOREGON#1PRIMER,BYPRECISrONPLU'MBINGPRODUCTSINC.,(p.pp,INC,} SIMULATED DIVIDED LIGHTS, SCREENS AND ALL NECESSARY HARDWARE AND ACCESSORIES FOR PROPER INSTALLATION AND COLOR TO BE SELECTED BY ARCHITECT AND OWNER CONTRACTOR TO SUBMIT SAMPLES FOR APPROVAL 4 HEAT TRACE OPERATION. 28. QUARRY TiLE SHALL BE SET IN 3/4" REINFORCED PORTLAND CEMENT MORTAR AND GROUTED WITH PORTLAND CEMENT OR AS ALL SANITARY PIPING IN UNHEATED SPACES SHALL BE HEAT TRACED AND iNSULATED ALL WATER PIPING IN UNHEATED SPACES 9 NOT USEDL. RECOMMENDED BY TILE MANUFACTURER. IN KITCHEN AREAS USE STAIN RESISTANT GROUT SHALL BE COMPLETELY HEAT TRACED AND INSULATED 10, ALLGLASSlNEXTERIORWALLSSHALLBEINSULATEDGLASS(DOUBLEGLAZED) 29 REINFORCESINGLEWOODSUB-FLOORINGWITH1/2"PLY~VOOD PLUGGEDANDSANDED CABLESHALL~EEQUALT~THERM~NMANUFACTUR~NGC~~"EC~N~-TRACE~"12GV~LT~ULL~STED'TYPE"EL~RATEDAT2AND1/2 11, NOT USED 30. PROVIDE ALL REQUIRED TRIMS AND COVE BASE. PER FOOT. PROVIDE A CONTROL THERMOSTAT WITH AMBIENT SENSOR EQUAL TO THERMON MODEL N-gE. CABLE SHALL BE 12, EX~rERIOR DOORS SHALL BE SIMPSON AS iNDiCATED ON THE DRAWINGS 31, WHERE INDICATED ON DRAWING FUF~NISH AND INSTALL CERAMIC TILE BEFORE FURNISHING THE MATERIALS THE HELICALLY WOUND ON THE PIPING AT A PITCH OF ONE TURN PER FOOT OF PiPE 13 WORKMANSHIP: DOORS SHALL BE JOB MACHINED TO RECEIVE HARDWARE. INSTALL IN PREPARED OPENINGS, PLUMB AND CONTRACTOR SHALL SUBMIT SAMPLES F:OR APPROVAL. 5 iNSULATION TRUE WITH EVEN MARGINS AT HEAD AND JAMB AND TO CLEAR FINISHED FLOOR BY 1/4 INCH. DOORS SHALL BE PROTECTED FROM 3Z CERAMIC TiLE TO BE MANUFACTURE~ BY AMERICAN OLEAN OR APPROVAL EQUAL. COLOR AND STYLE TO BE SELECTED. PIPE COVERING SHALL BE OWENS CORNING FIBERGLASS OR EQUAL, TWO PIECE, :SECTIONAL PIPE COVERING DAMAGEUNTILTIMEOFOCCUPANCY 33 TILEMAYBESETVIATHIN SETMETH(ODANDGROUTEDWITH PORTLAND CEMENT CONTRACTORTOFOLLOWMANUFACTURER'S WATERPIPING. COLD WATER tl2" THICKNESS 14 GLASS, WINDOWS AND ROOF WINDOWS. WOOD WINDOWS SHALL EE ANDERSON OR APPROVED EQUAL, IN SIZES AND DESIGNS DrRECTIONS, HOT WATER 112' THICKNESS SHOWN ON THE DRAWINGS GLASS SHALL BE WELDED INSULATING TYPE OR DOUBLE GLAZED, AND UNITS SHALL BE EQUIPPED 34, CONTRACTOR TO COVER ALL SINGLE WOOD SURFACES TO RECEIVE TILE WITH 1/2" PLUGGED AND SANDED pLY~NOOD HEAT TAPED COLD WATER 1" THICKNESS WITH SCREENSANDALLNECESSARYHARDWAREANDACCESSORIESFORPROPERINSTALLATION ROOF WINDOWS SHALL BE 35 T~LESHALLBEF~RMLY~NPLACEW~THF~N~SHEDSURFAcES~NTRUEPLA~NS~J~~NTSSHALL~ESTRAiGHTUN~F~RM~NW~DT~ WHIRLPOOLTUBSHALLBEWRAPPEDWITH3'INSULATION, SIDES AND BO~rOM DOUBLE GLAZED UNITS OF ANDERSON, rN SIZES NOTED ANY GLASS WHICH IS BROKEN OR CRACKED FROM THE TIME OF THE AND SOLIDLY FILLED. WATER HEATER' RHEEM 43A2-75-5-75 GALLON GAS FIRED WATER HEATER, NATURAL GAS INPUT 60,000 BTU/HR, START OF CONSTRUCTION UNTIL OCCUPANCY BY OWNER SHALL BE REPLACED WITH NEW GLASS BY CONTRACTOR AT EIB 36 ALL TILE WORK SHALL INCLUDE APPF~OPRIATE TRIMS AND COVE BASE. ASME P. & T. RELIEF VALVE OPEN END ABOVE FLOOR DRAIN. PROVIDE 2" DEEP CATCH PAN KIT BELOW WATER HEATER - RUN 1" EXPENSE EQUIPMENT PAN DRAIN TO FLOOR DRAIN 15. NOT USED. 1. APPLIANCES SHALL BE AS SELECTED BY OWNER. S. PLUMBING FIXTURES 16. INTERIOR DOORS SHALL CONFORM TO NATIONAL WOODWORK MANUFACTURERS ASSOCIATION (NWMA) INDUSTRy STANDARD FURNISHINGS ALL FIXTURES SHALL BE FURNISHED BY THE OWNER. I~8.5 FOR PONDEROSA PINE DOORS OR (NWMA} INDUSTRY STANDARD I S I FOR COMPOSITION DOORS. DOORS SHALL BE 1. KITCHEN AND OTHER CABINETS SHALL BE SELECTED BY OWNER. STANDARD GRADE FOR PAINT FINISH RAISEDPANELSSHALLHAVEMINIMUMFINISHPANELTHICKNESSOF3141NCH. MECHANICAL ELECTRrCAL 17 NOT USED. 1. ALL WORK SHALL CONFORM TO GOVERNING STATE AND LOCAL CODES. CODES THE INTENT IS TO PROVIDE A COMPLETE SYSTEM CONFORMING TO THE LATEST EDITION OF THE NATIONAL ELECTRIC 18~ALLGLAZ~NG1N~RS~SH~WERANDTUBENCL~SURES~F~xEDS~DEL~TEsAND~NTER~RPARTIT~NSWHEREGLAZ~i~ 2. PLUMBING: FURNISHANDINSTALLALLLABORANDMATERIALSFORCOMPLETEPLUMBINGSYSTEMLFIN CODE AND ANY STATE AND LOCAL REQUIREMENTS THIS CONTRACTOR SHALL BE RESPONS[BLEFORALLREQUIREDPERMITSAND EXTENDS TO WITHIN 18 INCHES OF FLOOR LEVEL SHALL BE SAFETY TYPE GLASS, TEMPERED OR LAMINATED AS PER CONSUMER 3 MATERIALS: COMPLY WITH LATEST ASTM STANDARDS AND LOCAL CODES' INSPECTIONS OF HIS WORK PRODUCT SAFETY COMMISSION REQUIREMENTS A) SOIL AND WASTE LINES: BELOW GROUND BXCr PIPE AND FITTINGS TO SEPTIC TANK; ABOVE GROUND PVC OR COPPEP PIPE AND SCOPE OF WORK 19 NOT USED. FITTINGS, THE CONTRACTOR SHALL FURNISH A COMPLETE LIGHTING AND ELECTRICAL SYSTEM 20 GARAGE DOOR SHALL BE CUSTOM DESIGN AS INDICATED ON DRAWINGS COMPLETE WITH ALL OPERATING HARDWARE AND S} VENT LINES' PVC OR COPPER TO CODE AND AS INDICATED ON LIGHTING PLANS LOCK, AS MANUFACTURED BY OVERHEAD DOOR OR EQUAL. GARAGE DOOR OPENER SHALL BE 1/3 H P AS MANUFACTURED BY C}WATER LINES. HOTAND COLD WATER~ LINES - COPPER TUBING OVERHEAD BOOR OR EQUAL AND SHALL COME COMPLETE WITH KEY OPERATION, DIGITAL RADIO CONTROL, LIGHT AND REVERSE 4. WATER SUPPLY LINES: COMPLETE SY~STEM OF HOT AND COLD WATER SUPPLY TO ALL FIXTURES AND EQUIPMENT AS °,PECIFIE D 1. NOT USED SAFETY FEATURE HEREIN 2 CONTROLS AND EQUIPMENT. THIS CONTRACTOR SHALL DO ALL REQUIRED WIRING OF HEATING, COOLING AND VENTILATING 21~ PROVIDE WOOD SCREEN DOORS AT DOOR OPENINGS AS INDICATED. DOORS TO BE MANUFACTURED BY THE COMBINATION A) HOT WATER SUPPLY SYSTEM TO BE MIINIMUM 3/4" I.D. COPPER. EQUIPMENT AND OTHER MECHANICAL EQUIPMENT FURNISHED UNDER THIS CONTRACT. DOOR COMPANY AND SHALL HAVE A REMOVABLE STORM PANEL. DOOR STYLE TO BE AS INDICATED ON DRAWINGS B) COLD WATER SUPPLY SYSTEM TO BE MINIMUM 3/4" [.D COPPER 3. SWITCHES AND OUTLETS: SWITCHES, RECEPTACLES AND WALL PLATES TO BE SILENT TUMBLER TYPES AS MANUFACTURED 5JNS HOSE BIBS PROVIDE HOSE BIBS O~F THE NON-FREEZING TYPE. BY LEVITON MFG COMPANY OR APPROVED EQUAL. ALL SWITCHES AND PLATES TO BE ARCHITECTURAL WHITE STANDARD. 6 PIPE INSULATION ALL PIPING SHALL BIE INSULATED IN ACCORDANCE WiTH THE STATE ENERGY CONSERVATFON J WIRING THIS CONTRACTOR SHALL WIRE, DISHWASHER. WALL OVENS, RANGE TOP, EXHAUST HOOD, REFRIGERATOR, ETC m' 10~rnQ@CODE STANDARDS HOT WATE~R HEATER - IN CONSULTATION WITH THE OVVNER, DESIGN, FURNISH AND INSTALL A HOT WITH LOCAL SWITCH DISCONNECTS FOR EACH APPLIANCE iN APPROVED LOCATIOINS, THiS CONTRACTOR SHALL WIRE WATER HEATING SYSTEM OF RECIRCULA~TING TYPE AND OF CAPACITY REQUIRED By SPECIAL TUBS, ETC THERMOSTATS AND MECHANICAL EQUIPMENT AND CONTROLS FURNISHED By OTHERS THIS CONTRACTOR SHALL PROVIDE AND 7 HVAC: FURNISH AND INSTALL ALL LAB(OR AND MATERIALS FOR COMPLETE HVAC SYSTEM. INSTALL BATHROOM FANS (NUTONE QUIET TEST OR APPROVED EQUAL. THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL A) HEATING AND AC SYSTEM: THIS CON'FRACTOR SHALL DESIGN AND FURNISH A COMPLETE HEATING SYSTEM OF APPROVED SWITCHES, OUTLETS AND SMOKE DETECTORS, CO DETECTORS OF APPROVED MAI~IUFACTURE AS REQUIRED BY CODE. OR AS MANUFACTURE, DESIGNED FOR AIR CONIDrTIONED SPACES INCLUDED IN RENOVATED AND NEW WORK THE HEATING SYSTEM INDICATED ON DRAWINGS. SHALL BE ABLE TO MAINTAIN 72~ INTERiOtR TEMPERATURE WHEN THE EXTERIOR TEMPERATURE IS EIDF, THE COOLFNG SYSTEM 6 ALL THE WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE. ALL 125 VOLT. SINGLE PHASE 15 AND 20 AMPERE SHALL BE ABLE TO MAINTAIN 72~ INTERIOIR TEMPERATURE WHEN THE EXTERIOR TEMPERATURE IS 90~F. THIS CONTRACTOR SHALL RECEPTACLES INSTALLED IN BATHROOMS AND EXTERIOR RECEPTACLES LOCATED AT DIRECT SHALL HAVE GROUND-FAULT FURNISH AND INSTALL ALL NECESSARY I~IPING AND PIPE AND DUCT INSULATION. THERMOSTATS SHALL BE OF THE SET BACK CIRCUIT INTERRUPTER GFCI PROTECTION. TYPE. 7. PROVIDE STEEL PLATE "RACO" PROTECTORS TO PROTECT ALL NON-METALLIC SHEATHED CABLES WITHIN 1-1/4 INCHES OF C} THERMOSTATS SHALL BE OF "SET-BACK" TYPE OF APPROVED MANUFACTURE. DOUBLE FLUES SHALL BE U.S. LABELED AND THE EDGE OF A STUD MEET NFPA STANDARDS AND BE INSTALLED WITH PROPER CLEARANCES WHEN PASSING THROUGH ROOF AND FLOOR 3 ALL 125-VOLT, SINGLE PHASE 15 AND 20 AMPERE RECEDPTACLES INSTALLED IN GARAGE SHALL HAVE GROUND~:AULT PROJECT NAM E ASSEMSLIES. CIRCUIT FNTERRUPTER GFCI PROTECTION EXCEPT RECEPTACLES WHICH ARE NOT READILY ACCESSIBLE OR RECEPTACLES FOR THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND TESTING OF HIS WORK. APPLIANCES OCCUPYING DEDICATED SPACE WHICH ARE CORD AND PLUG CONNECTED. D) GUARANTEE AND SERVICE. THIS CONTRACTOR GUARANTEES BY HIS ACCEPTANCE OF THE CONTRACT THAT FOR A PERIOD OF 9 LIGHTING SYSTEMS O"E(')YEA"F"OMT"EDATEOFAOOEP'TANCE EYOWNER,.ESBALL.EPLACEALLDEFECT,VEMATER,AL, EODIPMENT, L'G"TI"GS"ALL I"CLUBEALL RARTS, SCREWS, F,.,NGS, ETC. AS.EEDEOTO I.STALLEAC..EWLUM,NAIRE I.A.FALL_PROOF,, Scharf WORKMANSHIP, ETC AT NO ADDITIONAL ,COST TO THE OWNER MANNER. ALL NEW PLASTICS SHALL BE SELF-EXTINGUISHING TYPE WHEN TESTED IN ACCORDANCE WITH ASTM D 635 OR D 568 E} SHEET METAL WORK: PROVIDE AND INISTALL ALL VENTS AND VENT OUCTING, INCLUDING EXHAUST FAN VENTS, HOOD VENTS, HEAT,NC.DOM, WATE..EATERROOM, RYERVENTS, GARAGEVE.TS, TUB ACCESS, ATT,CVENTS, FOUNDAT,ONVE.TS, Residence FOUNDATION ACCESS 750 Paradise Point Road Southold, NY Section 81 Block 03 Lot 28 OWNER Amy and Charles Scharf 45 Cushman Road Scarsdale, NY 10583 SPECIFICATIONS 0E-522-01 B RICK PATI__O OWNER THE WORK FOR THESE TRADES SHALL BE DONE UNDER SEPARATE PERMIT AND COORDINATED IN THE FIELD WITH THE OWNER AND ARCHITECT / ~SLOPED(LOCA~_ CEILINGiN FIELD}FIXTURES I ] ~ '~.. ",. .... . : ~ 2006 RICHARD HENRY BEHR ARCHITECT P.C. ~ ~ ~ ~ ~ __ ~ ~ ARCHITECT ./ ~ // ~ ~ ~ q ¢¢¢1 ~ ~ ~ ~ ~ ~ %B~B~RDP~CEiLiNG~ ¢ / ~ _ = - ~ ~ ~ ~ -- RICHARD HENRY BEHR ARCHITECT P.O. //- % , , , , 1U ~ ~ ~ ~ SCARSDALE, NEW YORK 10583 ~ / / [ ~ ~ X 6 W/1~' BASE CAP PANEL EBGE STANDARD SWITCH W/DIMMER J ][ -- ~/ COVERED~ ~ --, ~ ~ f , , ~ E~ERIOR PROTECTEB GEl OUTLET "~ EXISTING " [ Nm FAMILY ~OOM (~ATH~ ~ ~ .... I II RELOCATIONS AS REQUIRED TO SUIT NEW DESIGN ~~ ~--~ u ~ ~ PROJECT NAME Scharf ~EDROOU2 / ~ I LIGHTING LEGEND ~ 2000 SERIES W/WHITE TRIM AND STEP B~FLE 750 Paradise Point Road ~ ~TERIOR COACH BY OWNER Southord, NY ~ SURFAC~CEILING FI~UIRE BY OWNER Section 81 Block 03 Lot 26 i ,~ ¢ ~ ~ ~ IS~ND PmD~ BY OWNER OWNER ~ ~ -~ ¢ 0 n n WALL MOUNTED V~I~ BY OWNER Amy and Charles Scha¢ ~ r ~ 45 Cushman Road Scarsdale, NY 10583 I SYMBOL TYPE SPECIFICATIONS 0 3a/4'' RECESSED CAN LIGHTOLIER LYTECASTER 3 ~ RECESSED FIXTURE. 200D SERIES W/WHITE TRIM AND STEP BAFFLE I0 EXTERIOR COACH BY OWNER (~ SURFACE/CEILING FIXTUIRE BY OWNER -0 scoi~ICE BY OWNER ~ ISLAND PENDANT BY OWNER n n WALL MOUNTED VANITY BY OWNER X CEILING FAN / LIGHT BY OWNER UNDERCAEINET TO BE NARROW PROFILE HALOGEN STRIP LIGHTS [] EXHAUST FAN TO BE NUTONE QTRN SERIES FAN W/WHITE GRILL Table 2.1 Nailing Schedule Table 3.3A Rafter/¢ailin~J Joist to Top Plato Lateral and Shear Connection Requirements (PrescrlptlYe AltemotlYe to Table 2.3) Table 3.4 Ridge Tension Strap Connection Re(piiromanta ToMe 3~ZA Sill or Bottom Plate to Foundation Anohor Bolt Cnnneotiona Reelatlnl[ Lateral & Shear Loads (Preecrlptlva Altemotlve to Table 3.2) Table 3.2B Sill or Bottom Plate to Foundation Anchor Bolt Counaetlona Runlatinll Uplift (Prescriptive Alternative to Table 3.2) Table 3.3B Uplift Strap Counoctlen Requirements Roof-to-Wall, Well-to-Wall, and Wall-to-Fo.undation) (Prescriptive Alternative to Table S.3) Table 3.7 Rafter/Ceiling Joist Real Joint Connectloa Requirements for 20 psf Roof Live Load Table 3.S Roof Sheathing Attlohmunt Roqulromonta for Wind Loada Table 3.9 Wall Sheathing Attachment Raquiremnta for Wind Lands SIMPSON STRONGTIE H2 TRUSS/RAFTER TO STUD CON NECTIONS FOR HIGH WIND RESISTANCE SIMPSON STRONG-lIE MSIA36 STUD IQ STUD CONNECTOR FOR HiGH WIND RESISIANCE SIMPSON STRONG:TIE MSTAM36 WOOD TO MASONRY CONNECTORS FOR HIGH WIND RESISTANCE CONNECTION OF MULTIPLE PIECES OF TOP-LOADED BEAMS Mlmmum of 3 rov,~ 12d (;~4'1 nails m 12" o.c. {or 14" and deeper beams - Nailed connechons nequim on add't'ona[ mw of nails NAILING REQUIREMENTS 2x4 minimum squash blocks, Two 10d (3') box nails, one ALLOWABLE HOLES - TJ I® Joists ~OlStJJL~tPmjil ROUND HOLE SiZE SQUARE OR RECTANGULAR HOLE SIZE ALLOWABLE HOLES- Beams and Headers ROUND HOLE CHART 1 ISSUED FOR BID / PERMITS 10/17/08 (~) 2000 RICHARD HENRY BEIqR ARCHITECT P.O. AROHITEOT RIOHARD HENRY BEHR AROHITEOT P.O. WEAVER STREET SOARSDALE, NEW YORK 10§83 914-722-9020 PROJEOT NAME Scharf Residence 750 Paradise Point Road Southold, NY Section 81 Block 03 Lot 26 )WNER Amy and Oharles $oharf 45 Oushman Road Soarsdale, NY 10583 HURRICANE NOTES NO~ mOa~CT NUMB(~.522.01 06-522-01 i