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33755-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34261 Date: 04/07/10 T~IS CERTIFIES that the building NEW DWELLING Location of Property: 8625 NASSAU POINT RD (HOUSE NO.) County Tax Map No. 473889 Section 118 Subdivision CUTCHOGUE (STREET) (HAMLET) Block 4 Lot 13 Filed Map NO. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 1, 2008 pursuant to which Building Permit NO. 33755-Z dated M3~RCH 21, 2008 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH COVERED PORCHES, SCREENED PORCH AND SECOND FLOOR DECKS AS APPLIED FOR. The certificate is issued to EDWARD J & CHRISTINE VOLINI (OWNER) of the aforesaid building. S~IFFOL~ CY)I~"f DEPART~ OF ~{F~kL~"~ AImPRO~-AL R10-07-0053 EI~CTRIC2kL C~RTIFIC~%~ NO. 123602C I~L~ ~TIFIC3%TION DA'r~o 03/03/10 CHUCK SANDERS 02/08/10 01/21/10 Signature Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34262 Date: 04/07/10 T~IS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 8625 NASSAU POINT RD (HOUSE NO.) County TaxMap No. 473889 Section 118 Subdivision CUTCHOGUE (STREET) (HAMLET) Block 4 Lot 13 Filed ~ap No. __ Lot NO. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 1, 2008 pursuant to which Building Permit No. 33755-Z dated MARCH 21, 2008 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ACCESSORY NON-HABITABLE TWO CAR GARAGE WITH STOR3%GE ABOVE AS APPLIED FOR T~e certificate is issued to EDWARD J & CHRISTINE VOLINI ( OWN E R ) of the aforesaid building. $O-FFOI~KCI]~RI~fDEP~aR?~TOF}~J~]{APPRO~-AL R10-07-0053 ELRt-r~ICJ%L U~TIFICR%~]~ NO. 123602C PLL~ER~ CERTIFICATION DA-r~o 03/03/10 CHUCK SANDERS o2/o8/lO Ol/21/lo Rev. 1/81 Form No. 6 TOWN OF SOUTIIOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1 .~ Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2.*' Final Approval from Health Dept. of water supply and sewerage-disposal (8-9 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. Commemial 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 ~pplication 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 (o accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occopancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: ~ Location of Property: ~ d ~. ~ House No. Date. Old or Pre-existing Building: Street OwnerorOwnersoferoperty: Ck¢,X4,',, Suffolk County T~ Map No l000, S~tion I1 Block O ~ Pemt No. ~ ? ~ '~ DateofPe~t. ~ ~ -o~ Applic~t: Heal~Dept. Approval: ~ ~ ~ ~ / ~ P!a~ing Board Approval: Request for: Tempor~ Ce~ificate Fee Submitted: $ ~ O. (checkone) Hamlet Lot Lot: Underwriters Approval: ] ~. ~- / - Final Certificate: V~(check one) Issue Date 1/21/2010 Electrical Inspection Certificate Electricallnspection Service, Inc. Application Number 375 Dunton Avenue 123602C East Patchogue, New York 11772 (631) 286-6642 Issued To: Edward J. & Christine Volini Street: 8625 Nassau Point Road Village: East Cutchogue Zip: 11935 Section: 118 Block: 04 Lot: 13 Contractor: Kristich Electric Co., Inc. Town: Southold Lic.# 4313-E Was examined and found to be in compliance with the National Electrical Code. [ I Commercial I -~ NVDefects [~ Pool ~ lstFIoor ~ Indoor ~] Basement ~ HotTub X~ Residential XJ Der. Garage [] Attic ~] 2nd Floor [] Outdoor ' ~ Addition LJ Survey Switches Receptacles Fixtures GFI Heaters 111 104 175 38 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps 1/20a 2 20 2 30 1 Gas Furnace Oil Gas Circulators Smoke Detector 1 x 7 BIO Meter Amps Phase UG/OH Jacuzzi Television 1 400 1 ix~ / 1/20a A/C Fans 5 9 Microwaves 1/20a Bell Transformer CO Detector 4 Bldg. Permit: 078060477 Other Equipment rDet. Shed' 2-150 amp M/B Pane s/2-100 amp !, .~ubpanel/1-100 amp ATS/15-20 amp Spec. utlets/5-15 amp Air Handler Disconnect/ ~1-80 amp Subpanel/1-40 amp NC Disconnect/1-30 amp NC Disconnect/3-20 amp NC Disconnect Hugo S. Surdi President 01/14/2009 Inspector: John Mc Mahon III This cer[ificate must not be altered in any manner. Inspectors may be identified by their credentials. Town Hall Annex 54375 Main Road P.O. Box 1179 $oathold, New York I 1971 ~0959 BUILDING DEPARTMENT TOWN OF SOUTIIOLD Telephone (631 ) '/65-1802 Fax (631 ) 765-9502 CERTIFICATION Date: Plumber: (Please print) (Please print) lead. I certify that the solder used in the water supply system comains less than 2110 of 1% (Plumbers Signature) Sworn to before me this dayof ('~',(5 t-Ctx , 20~} Notary Public, ~ -('~C-x~\}_C- County SHARON K.A?. ,,_.,. Ilotary Publ c State o New ~ "lAt "~'t~7 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PER34IT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33755 Z Date MARCH 21, 2008 Permission is hereby granted to: ED & CHRISTINE VOLINI 33 PINE RIDGE DR. SMITHTOWN,NY 11787 for : DEMO & CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING & ACCESSORY GAB_AGE PER TRUSTEES #6634 AS APPLIED FOR, TWO CO'S REQUIRED at premises located at County Tax Map No. 473889 Section 118 Block pursuant to application dated FEBRUARY 1, 2008 Building Inspector to expire on SEPTEMBER 21, 8625 NASSAU POINT RD CUTCHOGUE 0004 Lot No. 013 and approved by the 2009. Fee $ 4,518.40 Authorized Signature ORIGINAL Rev. 5/8/02 ~I~LD INSPECTIO1N' REPORT I DATE [ CONiM~NTS ...................................... b~-o~ STATE ENERGY CODE , , ~DITION~ COUNTS ' . -..- , Jill M. Doherty, President James F. King, Vice-President Dave Bergen Bob Ghosio, Jr. John Bredemeyer Town Hall Annex 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Tel~hone (631) 765-1892 Fax (63 I) 765-6641 CERTIFICATE OF COMPLIANCE # 0516C Date: January 25, 2010 THIS CERTIFIES that the demolition of existing dwelling and appurtenances and construction of a new two-story dwelling with gutters, leaders to drywells, a new stone patio and spa, and with a 15' non-turf buffer adjacent to the crest of the bluff At 8625 Nassau Point Road, Cu,tchogue, New York Suffolk County Tax Map # 118-4-13 Conforms to the applications for a Trustees Permit heretofore f'ded in this office Dated 4/25/07 pursuant to which Trustees Wetland Permit # 6634 Dated 6/20/07 was issued and Amended on 7/23/08 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 the demolition of existing dwelling and appurtenances and construction of a new two-story dwelling with gutters, leaders to drywells, a new stone patio and spa, and with a 15' non-turf buffer adjacent to the crest of the bluff The certificate is issued to EDWARD & CHRISTINE VOLINI owner of the aforesaid property. Authorized Signature TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ~/I:0UNDATION 1ST [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMA~~__/~ ~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. /~FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: L ~ 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 [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS.~' .~~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY INSPECTION [~RouG H PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: INSPECTOR ~-, ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION [~ [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]FIRERESISTANTPENETRATIO#j,~ REMARKS: ~'r .~~ .~ / ~ '" , ~ . '~' ~ ~ ,~ DATE INSPECTOR ._~o ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION ~~ STRAPPING [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: INSPECTOR_~ ~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ] FOUNDATION 2ND [ ] ROUGH PLBG. [ ] INSULATION [ ] FRAMING / STRAPPING [ ]FINAL [ ] FI/JBEPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [~/] FIRE RESISTANT CONSTRUCTION[ ]FIRE RESISTANT PENETRATION REMARKS: /~ ~/~/~-- /~/~-~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [~NSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: INSPECTOR ~/~-~ ~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] INS~ULATION [//~NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY IILg~CTION [ ]HnERESb'T~~~ [ ]flRERESiS'rANTFENETRATION DATE INSPECTOR ~ 3 73-3-- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. [ ] INSULATION ~FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRA110N [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS: DATE Victor Cuneo, Architect P.C. .154 Laurel Road East Northport, New York (631) 261- 2744 December 14, 2009 Town of Southold Building Department Southold Town Hail, Main Road Southold, NY 11971 Re.' Volini Residence 8625 Nassau Point Road, Cutchogue, NY SCTM I000-118-4-13 Permit # 33755Z This letter is to certify that the wind strapping for thc house and garage for the above referenced project have been installed per the Residentiai Code of NYS and the approved drawings. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL · SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SouthoidTown.NorthFork.net Examined · /l/, 20 og Approved Disapproved w'c Expiration 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 SurveK Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: Phone: Building Inspector 'iAPPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector v~th4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on promises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expirc if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder c Nameofownerofpremises /~t0g',/?-'lv ff. ~/O~-t~x,, dtl,g(57',,;;g (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street ~ Hamlet County Tax Map No. 1000 Section '~'l ~ Block C>4 Subdivision I,.L~_~,. -- · 123e~'-'V'l (LCo~,_ ?m~iled. Map No. !%O 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy I ~-'ffc~2-F~ ~-'~r-~i~- L4.'oO-%r>~- ° 4. Estimated Cost ~.~o0, 5. If dwelling, number of dwelling units If garage, number of cars b. Intended use and occupancy Nature of work (check which applicable): New Building / Addition Removal Demolition ,x/~.~r Other Work Repair Fee (To be paid on filing this application) Number of dwelling units on each floor Alteration (Description) 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ~r~' Height ~' ~ Number of Stories Depth Dimensions of same structure with alterations or additions: Front Depth Height. 8. Dimensions of entire new construction: Front ~>~ .<~ Rear Height '2,_2~.q ' Number of Stories ~ 9. Size oflot: Front ~C2~~ Rear 1 <D(,.~~ ~ l-J/~-- Rear Number of Stories (_O4-q ' _Depth Depth ~4~' o10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ~ '.~. (__ 3 1~ t/O 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ,/ 13. Will lot be re-graded? YES__ NOXWili excess fill be removed ~om premises? YES / NO 14. Names of Owner of premises ~[iL4 Yl~ ~cCJ,o ~ a~,~ .... z~.~ ~,oE~,c~:,e: -r:~. Phone No ~?-,~- t%4 ~:5-~- _%~'-x47~ Name of Architect V~,~_ ~ ~ ~-, Address ..... ~ .... ,c~ t Phone No ~'~?c?-'Tt~d, Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES y NO __ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO__ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO .J · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) ~'~)c.~)~,Z~'~ ~/< VO a-t dj, being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this o~ ~ v~O day of ..7'*//~'/d~.i?,4 20 ~ ~ / Not~ ~lic . ~m~_..~. P~-"Uq, ST-~Y E n~: NET/YORK Signature of Applic~t ~lYOOOa3085 ~BED I~ SU[FOLK COU~ ,. ~lSSlO}l EXP,RES JAN 2 20~ e~-lB-80~B9 89:SF-dA FROM:NATHAN CORWIN 6SI?PTI?P? TO:7~484E~2 P.8 Phone: 631-727-2090 NATHAN TAFT CORWIN Iil LAND SURVEYOR PC Successor to Joseph A. lngegno 322 Roanoke Avenue P.O. Box 1931 Riverhead, New York 11901 ' E-Mail: NCorwin3(~aol.com Fax: 631-727-1727 Februmy 11, 2009 Mr. Edward Volini 33 Pine Ridge Drive Smithtown, New York 11787 FEB 1 2 k~9 BLDG. DEPT. TOW~ OF SOUTHOLD Re: Volini Residence garage ridge elevation at 8625 Nassau Point Road, Cutchogue, NY S.C. Tax Map No.: 1000-11g-04-13 The conch-to floor slab for the new garage is at elevation 18.52 feet. The vertical distance from the slab to the garage mol ridge is 18.75 feet, m~king the garage roof rldge at elevation 37.27 feet. The average existing natural 19'acle at the garage location is 17.5 feet which makes garage ridge 19.77 feet above the natural grade. The above elevations are referte~ to N.G,V.D. 1929 Datum. Please contact this office regarding the above. Nathan T. Corwin, III, Land Surveyor [.ri March12,200S SEAN T. MULLIGAN, DESIGN Ms, Patricia Conk. lin Town of Southold, building dept RE: Edward & Christine Volini 8625 Nassau Point. Culchogue,N.Y. SCTM # 115-~-13 Dear Ms. Conklin: Mr. & Mrs. Volini, acknowledge thc proposed ~ew residcncc (~ g8625 Nassau Pt. rd. is currently approved for a (5) bedroom sanitary system (max.). (S.C,D.H.S # RI 0-07- OO53 ). The proposed "~n" in the bas,melts, will not & can not be ~ fox a sl~epin~ or Sin . ) Mr. & Mrs. Edward Volini 98 Candee Avenue, Sayville, NY 11782 ph# 631-379-7814 fax# 631-750-5041 oz-al-a008 07:39 SOUTHOLD 0UILDIN6 DEPT 16Z1765950a 03/21/2008 05:43 6317505041 PAGE 02/02 March 1 O, 2008 SEAN T. MULLIGAN DESIGN Mr. Charlie Hicks Electric Design DeI~ (L.I.P.A) I 17 Doctor~ Pa~ Riverhe~l, N.Y. 11901 548-7042 ph. 548-7095 fax. RE: # 8625 Nassau Point Rd. Cutehogue, N.Y. Customex ID 0765-8002-82 -4 Acct# 964-10-0420-1 PURPOSE OF DEMOLITION Mr. Hicks, This letter is to ~rve ~ ~n official request of disconnoction of"cleetrical service" to the existing #8625 Nassau Point Rd. residence, for the purpose of demolition. Please feel flee to contact me with any questions or comments. Sincelely, Scan Mulligan (owners) ' ' 98 Cande¢ Avenue, Seffville, NY 11782 phs 631-379-7814 fa~ 631-750-5041 03-21-B008 07:39 SOUTHOLD BUILDING DEPT 16317659502 PAGE2 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 6634 DATE: JUNE 20~ 2007 ISSUED TO: EDWARD & CHRISTINE VOLINI PROPERTY ADDRESS: 8625 NASSAU POINT RD.~ CUTCHOGUE SCTM#118-4-13 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the mee~ng held on June 20. 2007. and in consideration of applicatinn fee in the sum of $250.00 paid by Edward & Christine Volini and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trnstees authorizes and permits the following: Wetland Permit to demolish and remove the existing one-story dwelling and appurtenances; install drywells and undertake other construction activities associated with the construction of a new, two-story one-family dwelling located of the bluff and beyond Chapter 275 jurisdiction; and plant with native vegetation a 15' non-turf buffer to be established adjacent to the crest of the bluff, as depicted on the revised site plan prepared by Nathan T. Corwin III, L.S., last dated June 18, 2007. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. New York State Department of Environmental Conservation 50 Circle Road - SUNY, Stony Brook, New York 11790-2356 Telephone (516) 444-0365 Facsimile (516) 444-0360 Alexander B. Grannis Commissioner LETTER OF NON JURISDICTION -TIDAL WETLANDS Date: April 24, 2007 Edward & Christine Volini 33 Pine Ridge Drive Smithtown, New York 11787 Dear Sir/Madam: 1-4738-03709/00001 Volini Property 8625 Nassau Point Road Cutchogue 11935 SCTM # 1000-118-4-13 Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that the property landward of the topographic crest of the bluff greater than 10 ft. in elevation, as shown on the survey prepared by Joseph A. Ingegno on 11/16/06 and last revised on 3/13/07, is beyond Article 25 jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, George W. Hammarth Permit Administrator cc: En-Consultants, Inc. Marine Habitat Protection, NYSDEC File DMG SEP-5-88~ 18:48P FROM:VICTOR CUNEO E~1-861-8744 TO:T6595~ Vietor Cuneo, Arehiteet P.C. 154 Laurd Road gmat Nortbport, New York (~i) Z6~- ~744 September 5, 2008 Town of Southold Southold Town Hall, Main Road Southold, NY 11971 Ann: Ms. Palticia Conklin Volini ResMenee, 862S Nassau Point Rotd, Cutehogue, NY SCFM 118-4-13 Mr. and M~i.~olini and our o~fice acknowlcd~ the maximmn h~ifht for thc detached prate ~ above natml fpad~ ( 17.5 ') resulting Jn a ma~mmn elevation fot~th~ top of the garage of 37.5'~. ~ C~ Enclosed is a buildin~ elevation d=pi,~n~ the proposed ~raSe as diz~u~L 89-85-8888 14:83 SOUTHOLD BUILDING DEPT 16317659588 PAGE1 Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C*T.M* #: THE FOLLOWIHG ACTIOH8 MAY REQUIRE THE SUBMISSION OF A STORM-WATER~ GRADING~ DRAIHAGE AND EROSION COHTROL PLAH CERTIFIED BY A DESIGFI PROFESSIONAL IN THE 8TATE OF NEW YORK. Item Number: (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Yes N~o Will this Project Retain AIl Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all run-off created by site clearing and/or construction aofivities as well as all Site -- improvements end the permanent creation of impervious surfaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? / This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFIowl -- Will this Project Require any Land Filling, Grading or Excavation where them is a change to the Natural r~ Existing Grade Involving more than 200 Cubic Yards of Matedal within any Parcel? Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of F'~ ./ Five Thousand (5,000) Square Feet of Gmund Surface? Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? One Hundred (100') of Horizontal Distance? Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off r~ into and/or in the direction of a Town right-of-way? Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction or any Item Within the Town Righl-of-Way or Road Shoulder Area? -- (This item will NOT include the Installation of Driveway Aprons.) / Will this Project Require Site Preparalion within lhe One Hundred (100) Year Floodplain of any Watercourse? J J NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to issuance of Any Building Permit! EXEMPTION: Yes No Does this project meet the minimum standards for classification as an AgdcuUural Project? Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Requiredl __ __ ST^Tr OFNEW¥Om q COUNTY OF.....M.~.%%~.2_% ............. SS That l, _....~....~~ ........................ being dui> sworn, deposes m~d says ~at he/she is dae apl)~cm~t tut Penni~ And that he/she is tim .................................................................................................................................................................... Owne~ and/or rept esen~tive of tim Owner of Own(,'s, m~d is duly au&orized to perform or have per[ormed ~m s~d work mid to m~e ~ file fins application; d~at ~1 s~temenu con,ned in ~s application are mm to fl~e best offs ~owledge ~d be~ef; ~d ~al tim ~,ork ~411 be performed in fl~e manner set ford~ in Om apl)licafion filed here~4~. .............. .... ..................... .......................................................... ....... ......... FORM - 06/07 Nota~ Public, State Of No. ~1D06095328, Suffolk Coun~ Term Expires July 7, 20 FROM: VICTOR CUNEO 631-E~1-2744 TO: 7~595~ Victor Cuneo, Architect P.C. 1~4 Laurel Road E~st Northport~ New York (631) 261- 2744 March 24, 2008 Town of Southold Building Depamnent Southold Town Hall, Mnin Road Soulhold, NY 11971 Re: Voliei Resldeuee, 862S Nassau Point Rand. Cutehogue~ NY The egress windows and area wells in the Family Room nmi Gym in the above house will meet NYS Code R 310.2. 03-24=200B 13:39 ~I~UTHOLD BUILDING DEPT 16317659502 PA~E1 33 f ISOKERN Fire-Lite Application: INTRODUCTION General Information: The ISOKERN Fire-Lite Applications are ISOKERN fire- places designed, tested and listed such that they can be installed on a combustible floor system. The design and installation require that the system use FireCraff FTF-13, Class A metal flue, or equal. Also the ISOKERN Firebox and Smoke Dome nssembly must sit on a raised, noncombustible platform. ISOKERN Fireplaces are conventional radiant heat fire- places. The most important areas of concern with the instal- lation of these fireplaces are clesmnce to combustible mate- rials, proper assembly of component parts, load carrying capacity of underlying floor systems, height of chimney sys- tem and the techniques employed in using finishing materi- als applied to the wall surrounding the fireplace and hearth extensions. Each of these topics will be covered in detail through- out this manual. Special attention must be given to each topic as the installation progresses. Note: Illustrations shown in this manual are not to scale and are intended to show "typical" installations. Nominal dimensions are given for design and framing reference only since actual installations may vary due to job specific design preferences. However, always main- tain minimum clearances to combustible materials and do not violate any specific installation requirements. Intended Use Statement: The ISOKERN Fire-Lite Application is intended to burn solid wood fuel, propane or natural gas. The fireplace is intended for use as a supplemental heat source only and is not intended for heavy use as a primary heating system. The ISOKERN Fire-Lite Application has been tested and listed by Wamock Horsey (Report Nos. J20004277-231 and 632-912500) to UL 127-1999. These units are intended for instalhtion in residential homes, and other buildings of con- ventiooal construction. Note: The local authority having code jurisdiction should be consulted before installation to determine the need to obtain a permit. This fireplace system is designed for installation in accor- dance with the National Fire Protection Association Standard for Chimneys, Fireplaces, Vents and Solid Fuel- Burning Appliances (NFPA 21 t ). Overall Height Requirements: The minimum installed height of the completed ISOKERN Fire-Lite Application is 14' 0" iftbe chimney is straight or, 17' 0" where the chinmey includes one offset section. The maximum overall height of the Fire-Lite Application installation is 80' 0". 3/32 Required Clearance to Combustibles Important Information: "Combustibles" are defined as "normal construction materials" considered to be: framing materials, particle board, mill board, plywood paneling, ply- wood subflooring, wood flooring and drywall. The ISOKERN Fire-Lite Application is listed for instal- lation with "clearance to combustibles" as follows: Seven and one quarter inches (7-1/4") clearance to the com- bustible floor; Zero inches (0") clearance at the ISOKERN Firebox and Smoke Dome Sides and Front; One and one half inches (1-1/2") clearance at the ISOKERN Firebox and Smoke Dome Back wall; Two inches (2") minimum air space to combustibles at all FireCrafi FTF-13 metal chimney components' outer layer; Three inches (3") clearance to insulation from all Firebox and Smoke Dome and chimney components. Notes: 1. The ISOKERN Fire-Lite Application is designed, tested and approved for installation at a minimum of seven and one quarter inches (7-1/4") above combustible floor systems per the installation specifications given in this manual. Any portion of the combustible floor system left exposed under the ISOKERN Base Plate is to be covered with min. 1" thick ceramic fiber insulation board rated to 2100 degrees Fahrenheit (see Figure 2 on pg. 8, fol- lowing). 2. All ISOKERN Fire-Lite Applications result in the finished fire brick floor of the firebox being at least twelve inches (12") above the combustible floor system (Figure 1). 3. The combustible floor in front of the fireplace must be covered with a noncombustible hearth extension material set tight against the fireplace front and extend- ing at least 20 inches out from the finished front of the fireplace and at least 12 inches beyond the finished sides of the fireplace opening (see pg 14). 4. If raised hearth extensions are preferred, the raised structure underlying the noncombustible hearth extension must be built of noncombustible material (Figure 2). 5. It is the responsibility of the building contractor or the project's structural engineer to assure that the com- bustible floor system intended to support the Fire-Lite Application be engineered to carry the loads associated with this installation in addition to any and all other live and dead loads that the floor system would normally be required to carry. (See pg 7, following, for estimated sys- tem weights.) Warning: Combustible objects - such as furniture - I placed in front of the fireplace must be kept to a mini- I mum of 48" clearance to the fireplace opening. ] Fig 2' I~IN. ~' MIN. FTF 13 METAL CHIMNEY , I/t_ tre 1 HEARTH COIdBUSTIBLE -- FLOOR SYSTEM Figure 2 ~l NOM. 8" C.M.U. BASE SEO N I H I/ EXTENSION ~1 I~/ / CO~BUSBBLE ~R ~TEM I1 ~ H N,L H N Figure 3 lit 4/32 ISOKERN Fireplace and Chimney System: Overview Before starting the ISOKERN Fire-Lite Application installation, read these installation instructions carefully to be sure you understand them completely. Failure to follow them could cause fireplace malfunction resulting in serious injury or pmporty damage. Always check local building codes governing fireplaces and fireplace installations. The ISOKERN Fire-Lite Application installation must comply with all local, regional, state and national codes and regulations. The ISOKERN Fire-Lite Application must be installed with FireCraWs FTF-13 (12-1/2" inside diameter) Class A Metal Chimney System, or equal. These ISOKERN Fire-Lite Application systems are intended for use in any application where a traditional masonry typo fire- place would apply. The chimney system must always vent to the outside of the building. Creosote and Soot Formation and the Need for Removal: When wood is burned slowly it produces tar and other organic vapors which combine with expolled moisture to form creosote. The creosote vapors con- dense in the relatively cool chimney flue of a slow burn- ing fire. As a result, creosote residue accumulates on the flue lining. When ignited this creosote makes an extremely hot fire. Because of creosote and soot buildup it is necessary to inspect and clean the fireplace and chimney prior to use and periodically during the heating season. Cleaning of the fireplace and the chimney system should be done annually at a minimum. In colder climates chimney cleaning may need to be done poriodicelly throughout the heating season. See pg 29, "How to Clean". Before servicing, allow the fireplace to cool. Always shut off any electricity or gas to the fireplace while working on it. Use only solid fuel or natural or LP gas log sets in this unit. DO NOT use artificial wax based logs, chemical chimney cleaners or flame colorants in this fireplace. 7. DO NOT use charcoal or coal in the Fire-Lite Application under any circumstances. 8. Never use gasoline, gasoline-type lantern fuel, kerosene, charcoal lighter fluid, or similar liquids to start or "freshen up" a fire in this fireplace. Keep all flammable liquids at a safe distance from the fireplace. 9. Always keep the flue damper open when heat is present in the fireplace. 10. This fireplace is not intended to heat an entire home or to be used as a primary heat source. It is designed to ensure homeowner comfort by providing supplemental heat to the room. 11. Always ensure that an adequate supply of replacement combustion air from the outside oftbe house is accessi- ble to the fire to support normal combustion. Fireplaces consume large volumes of air during the normal com- bustion process. In the event the home is tightly sealed and with modem energy efficient features, the option- al combustion air supply kits may not provide all the air required to support combustion and the proper flow of combustion gases up the chimney. The manufacturer is not responsible for any smoking or related problems that may result from the lack of ade- quate combustion air. It is the responsibility of the builder/contractor to ensure that adequate combustion air has been provided for the fireplace. 12. "Smoke free" operation is not wananted nor is the manufacturer responsible for inadequate system drafi caused by mechanical systems, general construction conditions, inadequate chimney heights, adverse wind conditions or any unusual environmental conditions or factors beyond the manufacturer's control. 13. DO NOT use a fireplace insert or any other products not specified herein by the manufacturer for use with this fireplace. All gas log sets must be oporated with the damper clamped in the open position. This includes unlisted "vent free" log sets. Listed "vent free" log sets may be operated with the damper closed. 14. Never install a fireplace component, chimney compo- nent or any accessory that has visible or suspected phys- ical damage as a result of handling or transportation. These items should be inspected by your distributor or by a qualified representative to ensure safe condition. When in doubt, consult your distributor. 15. Do not alter or modify metal flue or metal flue compo- nants under any circumstances. Any modification or alteration of the chimney system may void its warranty, listings and approvals and could result in an unsafe and potentially dangerous installation. Modifications to the firebox opening depth and width are acceptable when unit installations are coordinated by an authorized dealer. 16. Wherever insulation is used, the fireplace must not be placed directly against it. Keep all insulation a mini- mum of 3" away from all fireplace and chimney com- ponents. Insulation or vapor barriers, if used, must first be cov- ered with gypsum hoard, plywood, particle board or other material to assure that insulation and vapor barri- ers remain in place. 17. Do not pack or fill required air spaces with insulation or other material. No material is allowed in these spaces. 18. kNEVER leave children unattended when there is a fire burning in the fireplace. 5/32 ISOKERN Fire-Lite Application: OVERVIEW ISOKERN Fire-Lite Application, consists of four basic Groups of Components: Group 1. Combustible Floor System Group 2. Noncombustible Raised Platform Group 3. ISOKERN Firebox and Smoke Dome Group 4. FireCraft FTF-13 Metal Chimney Each of the four groups of components will be described and illustrated in sequence in the following pages. Close attention should be paid to each group's specifications and installation requirements as described in this manual. Important Information: Air Flow Function of the Fire-Lite Installation The Fire-Lite Application is a radiant heat system and functions like any traditional radiant heat, solid fuel burning fireplace. When in operation a considerable amount of beat can be driven through the bottom oftbe unit. The design of the Fire-Lite Application is such that the normal buildup of radiant heat under the bottom of the ISOKERN Fireplace is reduced to acceptable limits by let- ting air flow into the 7-1/4" space created under the ISOK- ERN Base Plate by the Noncombustible Raised Platform. Air from a remote source must be allowed to flow into the 7-1/4" space under the ISOKERN Base Plate through non-combustible ducts that must be mn from the remote source of air into the openings left at each end of the Noncombustible Raised Platform. The "remote source air" can be from any of the follow- ing sources: (a) the room in which the unit is installed, (b) the exterior of the structure or, (c) another interior space adjoining the installation. Hot air build-up under the ISOKERN Base Plate with- in the Noncombustible Raised Platform is moved out from the area within the Raised Platform through the openings left at the rear of the Raised Platform by heat convection. The hot air continues moving up along the outside of the back wall of the ISOKERN Firebox and Smoke Dome through the 1-1/2" space left between the ISOKERN unit and the wall built behind the ISOKERN unit. (See Figures 1, 2 and 3 on pg 4 preceding.) Hot air moving up the back of the ISOKERN unit is then drawn into the metal flue's chimney chase cavity where it rises and dissipates through the chase area. Notes: 1. Due to the necessity to move hot air from under the ISOKERN Firebox and into the interior area of the chimney chase be sure to maintain the clearances listed in this manual for each component and component group in the Fire-Lite Application. 2. Be sure all metal flue and flue components are list- ed Class A for solid fuel. G GROUP 3 6/32 GROUP 1 Components: Combustible Floor System Floor Joists As Designed By Your Structural Engineer Important Information: Floor framing for proposed ISOKERN Fire-Lite Application installation will need to be designed and built to accept substantial dead loads spread over a relatively small floor area. The following weights and sizes can be used to calcu- late Fire-Lite loading. Consult with local structural engineer for proper sizing of structural floor frame members for spe- cific installations. Fire-Lite Application Load Calculations: Total dead load amounts include (but are not necessarily limited to) the following items and their corresponding weight estimates listed below: 1. ISOKERN unit model weights: a. Model 3600 FP: 1500 lb b. Model 4200 FP: 1700 lb c. Model 4600 FP: 1700 lb 2. Damper, fire brick and mortar: 450 lb. 3. Concrete block raised platform: 320 lb. 4. Fireplace finished facing: approx. 200 lb. 5. Weight of metal flue: negligible By adding the weight of the appropriate ISOKERN Model listed in gl above to the allowance given for each item in 2 through 5, above, the total weight oftbe Fire-Lite Application can be estimated. Total Appmximata Fire-Lite System Weight Estimates for each Model: 3600 FP ~ 1500 lb + items 2 thru 5 ~ 970 = 2470 lb 4200 FP (~ 1700 lb + items 2 thru 5 ~ 970 = 2670 lb 4600 FP (~ 1700 lb + items 2 thru 5 (~ 970 = 2670 lb The Floor Area for each model is as follows: Model 3600 FP ~ 43" x 25,25" = 7.54 sq. fl. Model 4200 FP (~ 49" x 25.25" = 8.60 sq. ft. Model 4600 FP (~ 53" x 25.25" = 9.30 sq. ft. Notes: 1. These dead load totals are in addition to the live load and other dead load requirements for the specific site's proposed floor. 2. The load estimates given above for items other than those produced by ISOKERN are esfimat~s only and may not accurately define total loads related to the completed fireplace due to material choices that are at owner option. 3. ISOKERN is not responsible for structural floor support details for this fireplace system. Unless other- wise noted all floor framing drawings in this manaal are merely illustrations to indicate the presence of an under- lyiug floor system. 4. Consult your local structural engineer for proper floor system design, sizing and specifications. 7/32 GROUP 2 Components: Noncombustible Raised Platform I Clearance to Combustible Floor: The ISOKERN Fire Box most be supported at least 7-1/4 inches above the combustible floor. A Noncombustible Raised Platform (described below) must be constructed upon which the ISOKERN will sit. The Noncombustible Raised Platform must be set with a minimum 1-1/2 inch clearance to the wall directly behind the Fire-Lite Assembly. Construction of the Raised Platform: Nominal 8 inch concrete block units (rated ASTM 90) are to be laid on the combustible floor surface and arranged in such a way as to equal the width and length of the Base plate for the model of ISOKERN Fireplace that is to be installed (Figures I and 2). Step 1: Set the concrete block units at the front of the Raised Platform with the hollow sections in the vertical position, for support of the ISOKERN unit. Step 2: Set a nominal 8 x 8 x 8 inch concrete block with the hollow section in the vertical at each of the rear comers of the Raised Platform, for structural support of the ISOK- ERN unit. Step 3: Set concrete block units between the 8 x 8 x 8 inch rear comer blocks with the hollow sections in the horizontal position to allow for the flow of air. Step 4: Set concrete block units at the ends of the Raised Platform at the mid-line of the Base Plate depth with hollow sections in the horizontal position and lefl open to connect with a remote soume of air for in-flow. Note: For alternate noncombustible raised platform construction see: Appendix I and 2: "Optional Metal Raised Platform", pgs. 30 and 31, following. Step 5: Metal safety strip - a generic 26 ga., 4" wide galva- nized metal strip - must be inserted to approximately 2" beneath the concrete block units at the front of the Noncombustible Raised Platform. The safety strips must extend out from the front of the Raised Platform at least 2 inches and must extend to at least 2 inches beyond the ends of the Raised Platform. Any overlaps in the length of the safety strips should be a minimum of 2" for continual coverage of the combustible floor at the front of the fireplace. Step 6: The exposed combustible floor within the perimeter formed by the Noncombustible Raised Platform must be completely covered with one inch thick ceramic fiber insu- lation board (figure 2). The board is dry laid to the floor within the block perimeter. The ceramic fiber board must have a thermal conduc- tivity rating equal to or greater than 0.4 Btu-in/hr-sq.fl- degree Fahrenheit. (Reference: Harbison-Walker, 600 Grant St., Pittsburgh, PA 15219, ph. 412-562-6200: "Insboard 2300" or equal.) Figure 1 Figure 2 8/32 GROUP 3 Components: ISOKERN Firebox and Smoke Dome Air Flow Passages Figure I 150KERN MORTAR General Information: The ISOKERN Fireplace is a modular refractory fire- place unit designed for field assembly. The fireplace unit includes all the parts necessary for assembly of a complete Firebox and Smoke Dome. The ISOKERN components consist of intarlocking precast parts which fit together using a thin-set type mortar for bonding mating components together. The parts oftbe system are cast using a proprietary mix- ture of volcanic pumice aggregate and aluminate cement. Each component of the ISOKERN Firebox and Smoke Dome is designed for a specific part of the fireplace and is fashioned such that only one means of assembly is possible. The design oftbe ISOKERN allows for a standard cast iron throat damper to be fitted into the assembly. The completed ISOKERN unit requires a standard refractory fire brick liner, a minimum 1-1/8" thick, be applied to the interior of the Firebox. The ISOKERN Firebox and Smoke Dome Assembly is tested and listed by Intartek Testing Services/Wamock Hersey International in WHI Test Report No. 632-912500. Field Assembly Rules and Procedures: Rule 1: ISOKERN Mortar: ISOKERN Mortar (a thin-set masonry adhesive) is to be used to glue all ISOKERN pre- cast components together during field assembly of the unit. The mortar is supplied premixed and dry. The ISOKERN Mortar must be thoroughly mixed with clean water to a workable mixture that is smooth, without lumps or dry pockets and ora "toothpaste" consistency. This mixture is suitable for application onto components by use of a standard masonry grout bag. Attention should be paid that the mortar mixture is not too thin or runny, as this will not allow the mortar to reach its maximum bonding strength. Note: Mix ISOKERN Mortar only with clean water when using it to assemble ISOKERN components. Rule 2: Assembly of the ISOKERN Components: Once the ISOKERN Mortar is mixed and loaded into a grout bag it is squeezed out and onto the contact surfaces oftbe ISOK- ERN components as they are fitted together. Typical mortar procedure is to lay a one half inch bead of ISOKERN Mortar approximately one half inch in from all edges of the contact surface of each component (Figure 1). Setting the next mating component onto the mortared contact surface of the first component should cause some mortar to squeeze out of the face of the joint as a sign of complete and proper sealing of the joint. Since some of the component contact surfaces are broader areas it is advisable to apply several additional half inch beads of the ISOKERN Mortar onto these larger con- tact surfaces to assure proper sealing. 9/32 Rule 3: Leveling And Aligning Components: Be sure to assemble all ISOKERN components flush, level and square. ISOKERN Mortar is not intended to create a mortar joint of any thickness (typical when laying brick or concrete block). Adjustments in component height and level align- merits are made by the use of small plastic shims (supplied with the unit). The shims can be tapped into place under a component to level and align its height with adjacent ISOKERN com- ponents (Figure 2). Afler adjustment of level and height alignments and once the ISOKERN mortar has set, the shims can be cut off flush at the insertion point or removed all together. Be sure to re-grout any and all gaps where shims have been inserted and then removed or where contact surfaces have been separated by shim leveling. With all contact surfaces properly mortared an ISOK- ERN Firebox and Smoke Dome assembly requires approxi- mately five eleven-pound bags of ISOKERN Mortar. Notes: 1. The maximum recommended mortar joint thick- ness at ISOKERN components is 1/4". 2. ISOKERN Mortar can be troweled over the face of a joint where it has squeezed out when setting mating components. It is not intended that the exposed faces of ISOKERN components be completely covered with the mortar. Fireplace Assembly Steps: Step 1: Set the ISOKERN Fireplace Base Plate fiat on the CMU platform (CMU to be rated ASTM 90). Set the Base Plate in a bed oflSOKERN Mortar mak- ing sure that the Base Plate is in full contact with the Raised Platfon'n (Figure 3). Note: If the Noncombustible Raised Platform is not exactly level it is best not to level the ISOKERN Base Plate thus put- ting the Base Plate in span. Rather put offany necessary lev- eling of the Firebox until the Side Wall and Back Wall assembly are complete. Then level as described below in Step 3. Step 2: Set the first course of the Firebox Back Wall and Side Walls into place. It ]nay be convenient dry set the first course of Side Wall and Back Wall on the 1SOKERN Base Plate and trace their position on the Base Plate with a pencil (Figure 3). Remove the dry set pieces and then apply ISOKERN Mortar to the areas traced on the Base Plate where the Side Walls and Back Wall will sit. By doing this the first layer of Wall components can be set directly into mortar already applied to the proper areas on the Base Plate (Figure 4). Be sure to put [SOKERN mortar on the contact surfaces of the vertical joints where the Side Wail and Back Wall components connect (Figure 5). Figure 2 ~ Figure 5 10 / 32 Figure 6 CAS! IRON Figure 7 ~ /-- CAST IRON Figure 8 Continue with the assembly of the second and third courses of the Fire Box Side Wall and Back Wall. Apply mortar to the top of each layer of wall components, setting the next course above into mortar already applied to the hor- izontal contact surface oftbe previous course. Be sure to mortar all vertical joints of the Side Wall to Back Wall connection when setting each component to its mate (Figure 5). Look for some ISOKERN Mortar to squeeze out along all joints of contact surfaces as sign that the joint is thor- oughly sealed with ISOKERN Mortar. Step 3: When all of the Firebox wall components are set check the top surface for level. If necessary adjust the top surface of the box assembly for level by inserting a shim between the lowest wall component and the top surface of the ISOKERN Base Plate (Figure 2). Any gap created under the wall components during the leveling process can be filled to full bearing against the Base Plate with Isokem Mortar. Step 4: Make sure that the Firebox assembly has been set level and square. Adjust as required while the [SOKERN Mortar is still wet. Make a final inspection of all contact joints in the Firebox assembly to be sure they am properly sealed. Fill any and all gaps in the assembly, as necessary, with ISOK- ERN Mortar. Step 5: Begin the Smoke Dome assembly by setting the rear Bottom Smoke Dome component in a bed of ISOKERN Mortar on top of the Firebox Back Wall assembly fitting it flush with the backside of the Firebox (Figure 6). Place two of the Damper Lifter Blocks in mortar tight against the inside face of the rear Bottom Smoke Dome component. These two Damper Lifter Blocks should sit in such a way that their beveled face matches the inward angle oftbe Firebox Back Wall below it (Figure 6). Set the remaining two Damper Lifler Blocks in place on top of the Firebox Side Walls approximately three inches (3") in from the outside face of the Firebox Side Wall and tight against the ends of the Damper Lifters already in place along the back Wall (Figure 7). Note that these Damper Lifters are set on the Firebox Side Walls so that their widest face is down and their beveled edge is facing out toward the the outside of the Firebox. This bevel matches the slope of the Smoke Dome side walls that will be set later (Figure 7). Step 6: Set the cast iron throat damper on top oftbe Damper Lifter Blocks so that the damper's operating plate is up and faces toward the back of the Firebox (Figure 7). Step 7: Set the front Bottom Smoke Dome component across the Firebox opening so that it is flush with the front face of the Firebox Side Walls (Figure 8). Once the lower Smoke Dome front component is set be sure that the cast iron damper's front flange is positioned tight against the inside face of the front Smoke Dome com- ponent (Figure 9). 11 /32 At this point the rear and the end flanges of the cast iron damper are all sitting on the Damper Lifter Blocks (Figure 7). Step 8: Position the Smoke Dome's Sloping Sidewalls at each end of the Lower Smoke Dome components (Figure 8). The Sloping Sidewalls fit in between the front and rear Smoke Dome components and also fit into the haunches at the ends of the front and rear Smoke Dome components. Note: (1) The Smoke Dome Sloping Sidewalls have a beveled bot- tom edge so that they will sit tight onto the fiat top of the Firebox Side Walls. (2) The Damper Lifter Blocks that mn from front to back and sit on the Firebox Side walls, when positioned correctly, fit tight against the inside of the Smoke Dome Sloping Sidewalls (Figure 8). Step 9: Next set the Upper course of front and rear Smoke Dome components dir~tly on top of and aligned with the bottom front and bottom rear Smoke Dome components that are akeady in place. Set the two upper Smoke Dome Sloping Sidewalls into position, one at each end of the upper front and rear Smoke Dome components (Figure 10). Step 10: Make sure that all component contact surfaces have been properly sealed with ISOKERN mortar. Check Smoke Dome front and back walls to see that they are plumb, level and in alignment with mating compo- nents. Check alignment of the Smoke Dome Sloping Sidewall components to see that they are flush with one another and create smooth and uniform Smoke Dome Sidewalls for the total height of the Smoke Dome. Step 11: Set the Smoke Dome Top Plate into position on top of the Smoke Dome wall assembly (Figure 11). Be sum to set the Smoke Dome Top Plate flush with the front, back and sides of the Smoke Dome assembly. Note: (1) The flue hole in the Top Plate is centered in the Smoke Drone from side to side but is offset towards what is the back of the Top Plate. Make sure that the flue hole in the Top Plate is closer to the back wall of the Smoke Dome assembly. (2) The completed Smoke Dome assembly should present a stable and level surface for setting the flue components (Figure 11). (3) Setting the Smoke Dome Top Plate completes the ISOK- ERN Firebox and Smoke Dome assembly. The unit is now ready for the installation of the required fire brick lining and the FireCraft FTF-13 flue components. Figure 9 ISOKERN --F CAST IRON DAMPER FLANGE 0AUPER Figure 10 Figure 11 12 / 32 ~--~ EXPN~SION Il Vg' c~ ~\ FiRE BRICK FLOOR .~O BACK (BUILT FIRST) Isokem makes no claims as to the performance of fire brick or fire brick mortar(s). It is typical for heat stress cracks to appear in the fire br cks n wood bum ng fireplaces. Fire Brick Lining: The manufacturer requires that the ISOKERN Firebox be lined with a 1-1/8" (minimum) thick rated fire brick liner. Thicker rated fire brick may be used as an option. The pat- tern for the fire brick lining is not specified and is an owner option. All required Through Wall Accesses (Gas and Electrical Line feeds and Combustion Air Supply access holes) should be drilled before the required fire brick lining is installed (see page 15). Mortar for applying the fire brick to the inside of the ISOKERN Firebox needs to be suitable to both adhere the fire brick to the inside of the firebox and to create the fin- ished face joints of the brick work. Based on a history of field applications a successful fire brick installation can be accomplished by using a mortar mix similar to the following: 6 parts masonry sand 2 parts Portland cement (S-type) I part fire clay Mix with clean water to a workable consistency. Notes: 1. Wet mop the inside of the ISOKERN Firebox with n damp sponge to remove dust and loose particles from the interior before fire bricking. 2. It takes a total of about five gallons of mortar mix (dry measure) to complete the fire brick lining of a stan- dard ISOKERN Firebox. 3. A maximum face joint dimension of 1/4 inch to 5/16 inch should be maintained in the brick work. 4. The fire brick work at the front edges of the ISOKERN Firebox must provide straight and true edges to join with the application of code required noncom° bustible facing materials (by others). Suggested Fire brick Sequence: (1) Start fire brick at the Floor of the ISOKERN Firebox beginning at the front edge of the unit floor and proceeding inward toward the back wall. Let the floor brick gap approximately 1/2" off the ISOKERN Back Wall and Side Walls. This air space is for heat expansion of the fire brick and is to be left empty of mortar. (2) Apply fire brick to the Back Wall of the unit. The Back Wall fire brick will cover the expansion gap left at the brick floor along the Back Wall of the Firebox. When setting the Back Wall fire brick leave a 1/2" (approximate) expansion gap at each end of the Back Wall fire brick to the Side Walls of the Firebox interior. (3) Set the Side Wall fire brick by starting at the front edge of the unit's Side Wall and working inward toward the Back Wall fire brick. The Side Wall fire brick, when finished, will cover the expausion gaps left where both the Floor fire brick and the Back Wall fire brick were held off of the ISOKERN unit's Side Walls. 13 / 32 Fireplace Finishes and Clearance to Combustible Trim: 1. Hearth Extensions. All ISOKERN Fireplaces shall have hearth extensions of brick, concrete, stone, tile or other code approved noncombustible material. Suitable hearth extension material for the Fire-Lite can be placed on the combustible floor in front of the Fire-Lite's Noncombustible Raised Platform. Since all standard ISOKERN fireplaces have finished openings greater than six square feet the hearth extension, by code, shall extend at least 20" in front of the fireplace facing material and at least 12" beyond each side of the fireplace finished opening. Metal safety strips - 26 ga. galvanized metal strips 4" wide - must be laid on the floor under the Noncombustible Raised Platform extending half under the Platform and half under the hearth extension material (see Figure 1 and Figure 2, pg. 8). Warning: The crack between the fireplace front and the non- combustible hearth extension must be sealed with a non- combustible material. 2. Mantle and Mantle Shelf Clearances. ISOKERN Fireplaces are subject to the same building code safety clear- ances to combustible trim as with any radiant heat fireplaces having openings of six square feet or greater: All combustible mantles and similar trim shall be kept to at least 6 inches from the fireplace opening. PaRRs of the mantle assembly located along the sides of the fireplace opening, which project more than 1-1/2 inches from the face of the fireplace, shall have additional clearance equal to the projection. Parts of the mantle assembly located above and projecting more than I-1/2 inches from the fireplace open- ing shall not be placed less than 12 inches from the top of the fireplace opening. Note: It is advisable that combustible mantle shelves have clearances additional to the 12 inch minimum that are equal to the projection of the shelf. For example a 10 inch wide shelf should be 20 inches above the fireplace opening (Figure 1). 3. Adjoining Walls. Side walls and walls to rooms adjoining Fire-Lite Application installations cannot be closer than 24" to the finished fireplace opening under any circumstances (Figure 2). Note: "Clearance to Combustible Trim" are those distances required to ensure that a fireplace mantle or facing will not catch fire. In most cases the distances should also be ade- quate to prevent any discoloration or warping due to heat. However each installation presents a unique and completely different set of circumstances involving many variables. These include paint or finish composition, previous expo- sure to heat, methods and quality of construction, air flow patterns, glass doors, etc. Because of these variables, the manufacturer cannot guarantee tinct heat warping or discol- oration will never occur. Figure I Figure 2 COMBUSTIBLE -- MANTLE SHELF SAFE ZONE~' HEARTH EXTENSION I ADJOINING ROOM WALL -- .~'E ZONE 14 / 32 Figure I N_FLEX DUCT TO FIREPLA~:E FIREBOX, (~L PARTS COUBUSTmBLE). EXTERmOR W~L WITH OR[SS PLATE. OF R[DU~R[O BY CO0~}. Figure 3 RRE 8RIC:K SIDE NOTE: FILL ANY GAPS AROUND CONDUI)' WITH MORTAR, Through-Wall Accesses: 1. Combustion Air Inlet: Whereas combustion air inlet is not required by ISOKERN its installation can help to ensure good fireplace operation in homes which are tightly weather sealed or have other ventilating appliances installed. Local codes shall govern the requirements for outside combus- tion air supply. A generic masonry fireplace combustion air access tube can be introduced into the ISOKERN Firebox through the Side Wall or the Back Wall of the Firebox. Core drill an appropriately sized hole at the chosen Firebox wall location keeping the hole at least three inches above the rough Firebox floor. The finished hole size should allow for a 1/4" mortar joint around the air access tube for thermal expansion. The finished combustion air kit's access door needs to be fitted into the finished fire brick lining of the ISOKERN Firebox. The combustion air kit's sleeve that passes through the Firebox wall must be connected to metal conduit, either flex- ible or rigid, that leads to the soorce for outside combustion air, as directly as practicable, which can be through an out- side wall or into a ventilated crawl space (Figure 1). Warning: Avoid installing the combustion air inlet where the opening could be blocked by snow, bushes or other obstacles. The maximum height for the combustion air inlet is $0 feet above the hearth, provided the air inlet is terminated a minimum of three feet below the chimney cap level. 2. Gas Line Feed: The provision for installation of a gas pipe is intended only for connection to a decorative gas appliance. The decorative gas appliance must comply with the Standard for Decorative Gas Appliances for Installation in Vented Fireplaces, ANSI Z21.60. The decorative gas appliance should be installed in accordance with the National Fuel Gas Code, ANSI Z223. I. Gas piping for decorative gas log sets used in the ISOK- ER_N Firebox can be routed through the Side Wall, Back Wall or Floor of the Firebox by drilling an appropriately sized hole using a masonry drill bit (Figure 2). Be sure to follow the gas Appliance Manufacturer's explicit gas line connection instructions for installation into vented masonry fireplaces. 3. Electrical Line Feed: Electrical line feed can be routed through the ISOKERN Firebox Back Wall, Side Walls or floor by drilling an appropriately sized hole using a mason- ry drill bit (Figure 2). Be sure to follow the gas log Appliance Manufacturer's explicit electrical line connection instructions for vented masonry fireplace installations. 1. Gas Line and Electric Line must be fed through 2. It is required that all access holes be grouted with mortar to seal any gaps, cracks or crevices arouad line feed conduits (Figure 3). 15/32 ISOKERN FIREBOX and SMOKE DOME DIMENSIONS ~/~' FIREBOX; SECTION A FIREBOX: FRONT ELEVATION FIREBOX: PLAN SECTION WEIGHT: MODEL "A' "B" "C" '0' "[' "F' MINIMUM FRAMING: FIREBOX: 36" 43" 36" 22 I/2' 2( 33 7/8' 37' 44"w x 79'H* x 27'0 1,500 lbs, 42" 49" 44" 22 l/2" 30" ~8 7/8" 4,~ 50'W x 8TH* x 27"D 1,700 lbs. 46" 53' 36" 33 I/2' 3( 43 7/8" 47' 54'W x 7g"H* x 27'0 1,700 lbs, INCLUDES A NOMINAL 8' FOR C.M.U. ~E ISOKERN FIREBOX and SMOKE DOME COMPONENTS LIST pART FIREPLACE QUANTITY: NO.: SLZE: 36 36"W I 36 ¢2"W TOP PLATE. SMALL PART FIREPLACE QUANTITY: NO.: SIZE: 37 ¢6'w TOP PLATE. LARGE 16 / 32 I ISOKERN FIREBOX and SMOKE DOME COMPONENTS LIST I PART FIREPLAC~ QUANTITY: NO.: SIZE: 21 36'W I 22 42'W I 23 46"W I PART FIREPLACE QUANTITY: NO.: SIZE: 12 56"W 2 12 42'W 2 fOP, SMALL PART FIREPLACE NO.: SIZE: 11 56"W I ! 11 46"W TOP, ME~UM QUANTITY: PART NO,: 13 TOP. BIG FIREPLACE SIZE: 46'W PART NO,: TOP. NARROW FIREPLACE QUANTITY; SIZE: 42'W 2 ~~.~ PART FIREPLACE NO.: SIZE: 34 36'W 34 4~'W 34 46'W TOP. SLOPING OUANTITY: TRUE LENGm. -X~ PART FIREPL/~E N0,: SIZE: 55 42'W TOP. SLOPING PART FIREPLACE OUANTITY: NO.: SIZE: 20 36"w 6 20 42"w 6 20 46"W 6 StOE WALL pART RREPLACE NO.: SIZE: 25 56"W 26 56"W 28 42"W 29 42"W 51 4~'W 52 46"W 2:-z 5/8' 42" 2-8 I/4' 45" 3'- ' QUANTITY: ! 25. 28. ~ STACKED (2) HIGH PART FIREPL~,CE QUANTITY: NO.: SIZE: 24 S 56"w 2 24 S 42"W I 0AMPER ELEMENT (SHORT) PART FIREPLACE QUANTITY~ NO.: SIZE: 24 L 42'W 5 24 L 46"W 4 DAMPER ELEMENT (LONG) ISOKERN reserves the right to make changes at any time, without notice, in design, materials and specifications and also to discontinue styles and products. ISOKERN Dealer List available at WWW, ISOKERN.NET 17 / 32 12 5,----- P,,I~HT 51PE ELEVATION VOLINI RE 5 I P E NC..., E H Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York I 1971-0959 Telephone(631)765-1802 Fax(631)765-9502 BUILDING DEPARTMENT TOWN OFSOUTHOLD March 1, 2010 Ed & Christine'~olini 33 Pine Ridge Ddve Smithtown, NY 11787 RE: 8625 Nassau Point Road, Cutchogue NOTE: Provide amended plans per inspector's request (copy enclosed) TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: 'X2 Application of Certificate of Occupancy. (Enclosed) 'x,j Electrical Underwriters Certificate. x'xJ A fee of $50.00 X,j Final Health Department approval. __ Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. __ Final Planning Board approval. __ Final Fire Inspection from Fire Marshal. __ Final Inspection from the Building Dept. __ Final Landmark Preservation approval. Building Permit: 33755-Z new dwelling & accessory garage jVOTES: ELEVATIONS ARE REFERENCED TO N,G,V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: ~ EXISTING CONTOUR LINES ARE SHOWN THUS: FFL -- FIRST FLOOR EXISTING LOT COVERAGE DATA DESCRIPTION AREA % LOT COVERAG~ EXIST. HOUSE W/PORCHES 2,557 sq. ff. 6.5% EXIST. GARAGE W/APRON 513 sq. ff. 1,4% EXIST. BUILDING W/PORCH 201 sq. EXIST. BEACH HOUSE 84 sq. ff. 0,2% WOOD DECKS & STEPS 225 sq. fl, O,GN TOTAL EXISTING 6,378 aq. fi. 9.3~{ PROPOSED LOT COVERAGE DATA DESCRIPTION AREA ~ LOT COVERAGE PROP. HOUSE W/PORCHES 5,554 sq. ff. 9.$% PROP. POOL 480 sq. ff. 1.3% PROP. GARAGE W/ADDITiON 672 sR. ff. 1.9~ EXIST. BUILDING W/PORCH 201 sq. ff. 0.6% EXIST, BEACH HOUSE 84 sq. ff. 0.2% WOOD DECKS & STEPS 223 sq. fi, 0.6% TOTAL PROPOSED 5,614 sq. fi, 13.9% ~o~ (~ HOUSE SURVEY OF LOT 68 AMENDED MAP OF PROPOSED SUBDIVISION NASSAU POINT CLUB PROPERTIES, INC. SECTION B FILE No, 156 FILED AUGUST 16, 1922 SITUA TED A T NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-118-04-15 SCALE 1"=20' NOVEMBER 16, 2006 MARCH 13, 2007 ADDED SITE P~L~,N ~.JUNE 18, 2007 REVISED PROP, HOUSE LOCATION TO 100 TOP OF BLUFF SETBACK AUGUST 4, 2007 REVISED PROP. BLDG. IN FRONT YARD LOCATION & SEPTIC SYS. ~_'~ AREA = 86,096.97 sq. fi. ~r~~ (TO BULKHDS, D 0.829 ac. & TIE LINE) 545.65' ' , ' / . ~ ~ ~* '_, . .~ -~ ~, . ~ , : ,': .~.., . ~ ::::::::::::::::::::::::::::::: ~J: x~ ~ ,~ ~ ',~, : ~ ~' m~" ' ', ' ~" '/ ~ - ~ ', ~ ;6: ,'::,:":::"":': ........ ' ¢--x~, / ' · ~ ~o. ~OZE ~ ~?~ B' ~ C~E~Z~ZE~ ~0.' 8~.~00 O0 '~ eY ~ ON FEBRUARY 25. 2607) EDWARD J. VOLINI S CHRISTINE VOLINI N.Y.S. Lic. No. 50467 ~--'~- ~ ,_ ,,. ,o ,...,. u~,o,,z~, ,,~.,,o, o, ~o, Land Surveyor ~O~D~OF~L~S~VI~ '" --" Nathan Taft Corwm Ill ~R~OF~BEDROOMS ~ ' Is PREPare, AND ON HIS BE~ TO mE ~tlo Sumoys -- Subdivisions -- Site P/ohs -- Consfruction Loyout 26-385t 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS AR/ SHOWN THUS: ~ ~B - TOP OF BULKHEAD ZW, - TOP OF WALL B W, - BOTTOM OF WALL 2. ANY WETL&ND BOUNDARIES SHOWN ARE SUBJECT TO VERIFICATION BY NEW YORK STATE AND/OR OTHER REGULATORY AGENCIES. o, N B2'o0'O0 £ ×~ ~ ~ ~ SURVEY OF ~ LOT ~S AMENDED MAP OF PROP/~SED SUBDIVISION NASSAU POINT CLUB PROPERTIES, INC. SECTION ~ FILE No. 156 FILED AUGU~ST 16, 1922 SITUA TED A T NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-118-04-13 1" 20' SCALE = NOVEMBER 16, 2006 MARCH 13, 2007 ADDED SiTE PLAN d~E 18, 2007 REVISED PROP. HOUSE LOCATrON TO 00' TOP OF BLUFF S~TRAf~A' ~,,~GUST 4, 2007 REVISED PROP. BLDG. N FRONT YARD LOCATION & SEPTIC ~/~.- JANUARY 22, 2008 REVISED PROPOSED HOUSE & GARAGE MAY 16, 2008 STAKE OUT FOUNDATION JUNE 25, 2008 FOUNDATION LOCATION AREA = 36,097 sq. fi. (TO BULKHEAD 0.829 OC. ~ TIE UNE) 345.63' ~oT (~) ~/o/F '"'-~ ~ ~-~ (D (.usEs euaUC w~E~) .. ~ C~, ~ / ~/0/~ TEST HOLE DATA ~THLEE B. KILBRIDE CERTIFIED TO.~ EDWARD J. VOLINI ~ ~o.r o' CHRISTINE VOLINI Land Surveyor Nathan Taft Corw n III CER31FICA31ONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEy TO T~E ASSIGNEES OF THE LENDING IN~-- PHONE (651)727-2090 Fox (631)727-1727 NOTES: 1. ELEVATIONS ARE REFERENCED TO N.O.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: ~ EXISTING CONTOUR UNES ARE SHOWN THUS: --5- 2. ANY WETLAND BOUNDARIES SHOWN ARE SUBJECT TO VERIFICATION BY NEW YORK STATE AND/OR OTHER REGULATORY AGENCIES. B2'o0'O0" ~o N LAZE x~ LO~ (~ ~/o/~ ~O~iANA cASTALDI x~ / X~ LOT (~) TEST HOUSE S 0.6' HOLE DATA 359.03' BT 00'00" ~N LOT (~ (TEST HOLE DUG BY McDONALD GEOSCIENC£ ON FEBRUARY 26, 2007) SURVEY OF LOT AMENDED MAP OF PROPOSED SUBDIVISION NASSAU POINT CLUB PROPERTIES, INC. SECTION B FILE No. 156 FILED AUGUST 16, 1922 SITUA TED A T NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-118-04-1.3 SCALE 1"=20' NOVEMBER 16, 2006 MARCH 13, 2007 ADDED SITE PLAN JUNE 18, 2007 REMSED PROP. HOUSE LOCATION TO 100' TOP OF BLUFF SETBACK AUGUST 4, 2007 REVISED PROP. BLDG. IN FRONT YARD LOCATION & SEPTIC SYS. JANUARY 22, 2008 REVISED PROPOSED HOUSE & GARAGE MAY 16, 2008 STAKE OUT FOUNDATION JUNE 25, 2008 FOUNDATION LOCATION AUGUST 22, 2008 GARAGE FOUNDATION LOCATION AREA = 36,097 sq. f% (TO BULKHEAD 0.829 OC. & TIE LINE) / / [ \ 22-- ~ / × / X :545.63' \ ~'376.29' [ PREPARED IN ACCORDANCE Wr~H THE MINIMUU STANDARDS FOR TITL~ SURVEYS ~ ESTABUSHED CERTIFIED TO: EDWARD J. VOLINI CHRISTINE VOLINI THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENT9 OF RECORD, IF N.Y.S. Lm. No. 50467 Nathan Taft Corwin III Land Surveyor PHONE (631)727-2090 Fox (631)727-1727 26-385: NOTES: 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: EXISTING CONTOUR LINES ARE SHOWN THUS: BY NEW YORK STATE AND/OR OTHER REGULATORY AGENCIES. COR.ER ~ CORNER~] LOT ~ EI~T CAsTALDI ~O~iANA CASTALDI +~ 82.'00'00" E ~ N S 82 O0 O0 4 LOT ,.0 / Ot LOTN/9/~ F KiLBRIDE TEST HOLE DATA KATHLEE~ S' SURVEY OF LOT 68 AMENDED MAP OF PROPOSED SUBDIVISION NASSAUPOINTCLUB PROPERTIES, INC. SECTION B FILE No. 156 FILED AUGUST 16, 1922 SITUA TED A T NASSAU POINT TOWN OF $OUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No, 1000-118-04-13 SCALE 1"=20' NOVEMBER 16, 2006 MARCH 1,3, 2007 ADDED SITE PLAN JUNE 18, 2007 REVISED PROP HOUSE LOCATION TO 100' TOP OF BLUFF SETBACK AUGUST 4, 2007 REVISED PROP BLDG. IN FRONT YARD LOCATION & SEPTIC SYS, JANUARY 22, 2008 REVISED PROPOSED PIOUSE & GARAGE MAY 16, 2008 STAKE OUT FOUNDATION dUNE 25, 2008 FCUNDATION LOCATION AUGUST 22. 2008 GARAGE FOUNDATION LOCATION NOVEMBER 17, 2009 FINAL SURVEY AREA = 36,097 sq. ff. (TO BULKHEAD 0.829 ac. & TIE LINE) 34~,:63 576.2-9' CERTIFIED TO: EDWARD J. VOLINI CHRISTINE VOLINI Nathan Taft Corw n III Land Surveyor Fax (651)727-1727 ~6-385( S BTo0'O0' £ Co HOUSE SEPTIC SYSTEM TIE MEASUREMENTS (TO WINDOW WELL CORNERS 82200'00" NOTES: 1 ELEVATIONS ARE REFERENCED TO N,G.V,D, 1929 DATUM EXISTIN6 ELEVATIONS ARE SHOWN THUS: EXISTING CONTOUR LINES ARE SHOWN TNUS: 2, ANY WETLAND BOUNDARIES SHOWN ARE SUBJECT TO VERIFICATION BY NEW YORK STATE AND/OR OTHER REGULATORY AGENCIES, HOUSE HOUSE CORNER [] COENERE~ SEPTIC TANK COVER 17' 17' LEACHING POOL COVER 1 61 5' 62' LEACHING POOL COVER 2 69' 6B.5' COVER FOR FUTURE SEPTIC 69' 66' SYSTEM EXPANSION LOT (~ N/O/F ERT CASTALDI ALDI k DIANA CAST LoT ~ TEST HOLE DATA /¢~HLE~,~.F/a~Snm~,~/n/ SURVEY OF LOT AMENDED MAP OF PROPOSED SUBDIVISION o2,IASSAU POINT CLUB PROPERTIES, INC. SECTION B FILE No. 156 FILED AUGUST 16, 1922 SITUA TED A T NASSAU POINT TOWN OF $OUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-11.8-04-15 SCALE 1"=20' NOVEMBER 16, 2006 MARCH 13, 2007 ADDED SITE PLAN JUNE 18, 2007 REVISED PROP. HOUSE LOCATION TO 100' TOP OF BLUFF SETBACK AUGUST 4, 2007 REVISED PROP, BLDG. IN FRONT YARD LOCATION & SEPTIC SYS JANUARY 22, 2008 REVISED PROPOSED HOUSE & GARAGE MAY 1~, 2008 STAKE OUT FOUNDATION JUNE 25, 2008 FOUNDATION LOCATION AUGUST 22, 2008 GARAGE FOUNDATION LOCATION NOVEMBER 17, 2009 FINAL SURVEY JANUARY 13, 2010 REVISE WATER LINE LOCATION & SEPTIC SYSTEM NOTES JANUARY 28, 2010 CORRECTED SEPTIC SYSTEM TIE DISTANCES AREA = 36,097 sq. fl, (TO BULNHEAD 0.829 (~C. & TIS LINE) 345.63' HOUSE CERTIFIED TO UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECtiON 7209 OF THE NEW YORK STATE 376.29' ~ P[~EPAREB IN ACCORDANCE WITH TH~ MINIMUM STANDARDS SURVEYS AS ESTABLISHED W YORK STATE LAND NYS, Lic, No 50457 Nathan Taft Corwin III Land Surveyor PHONE (631)727-2090 Fox (531)727 1727 ~6-385( TEST HOLE DUG CLEARWATER I,ANE ,,BT @ ~ N/O/? ti ROBERT CASTALDI .... .~ { & DIANA CASTALDI ' . ..... /~.~ L HITIN~ FENOE TO BB IN PLAOE ~10~ TO 4' DIA, x 4' DEEP ~ DR~LL ~ITH OUTER LE~E~5 (~J ~ 5~5 PLUMBER CE~ ~ S 82'00'00" W ~.~E~ ~' ~lA. x 4' ~LL ~ DRY~LL ~ITH ~U~ b~ LEADE~ (~PJ DWELLING TO BE ~HO~D ON LEAD CON~E~¢~RE (USES PUBLIC WATER) - ~ CERTIFICATE OF OCCUPANCY LOT., 6(,,6(,,6(,,6(,,6(~ SOLDER USED IN WATER N/O/? SUPPLY S~, STEA, CAN&OT KA THL~.e~N B. KILBRIDE EXCEED 2/10 O/: 1¢/, LEAD. 51TE PLAN I/lb" = I'-O" Naftza Taff L nd S r'ueyo'r PHONE (631)727-2090 Fax (63/)727-1727 III TEST HOLE DATA BY McDONALD GEOSCIENCE ON FEBRUARY EL. 20.7' EL. 3.7' ['' " ' ~ BARK BROWN SANDY LOAM OL 1' BROWN SILTY SAND SM PALE BROWN FINE TO MEDIUM SAND SP 17' 26, .2,007,) NO TES: 1. ELEVATIONS ARE REFERENICED EXISTING ELEVATIONS ARE EXISTING CONTOUR LINES ARE F. FL. - FIRST FLOOR G. FL. - GARAGE FLOOR T.e. - TOP OF BULKHEAD B.B. - BOTFOM OF BULKHEAD T.W. -- TOP OF WALL B.W. - BOTTOM OF WALL TO N.G.V.D. 1929 DATUM SHOWN THUS: 5.0 SHOWN THUS:--- --5 ANY WETLAND BOUNDARIES SHOWN 'ARE SUBJECT TO VERIFICATION BY NEW YORK STATE AND/OR OTHER REGULATORY AGENCIES. .3. MINIMUM SEPTIC TANK CAPACITIES FOR 5 BEDROOM HOUSE IS 1,500 1 TANK; 8' DIA. 5' LIQUID DEPTH. 4. MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 2 POOLS; 8' BEEP, 8' di'a. e PRoPosED E~PANSION POOL (~ PROPOSED LEACHING POOL / ¢~'~¢'(. ~\% :.}.i~', . PROPOSED SEPTIC TANK GALLONS, sq ff SIDEWALL 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM OBSERVATIONS AND/OR DIATA OBTAINED FROM OTHERS. 6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. 7. NO ADDITIONAL FILL TO BE BROUGHT TO SITE. 8. THIS PROPERTY IS NOT LIOCATEB IN THE COASTAL EROSION HAZARD AREA. AREA. FIELD ~'>" PLUMBING ALL PLUMBING WASTE & WATER LIHES hFKO REScheck Software Versiong..' Compliance Certificate Project '~l~e: VolillJ R~doflOB Rermrt B~: nl.~ Data flle~am~e: c ,'k'4maej"-a~ Cm~,bucJ~n C~de CERTII;ICAT ON:OF ~ ~ Yoft EM~gy C=~.ntalli~ NA L, ING & CONNECTIONS REQUI'RED: ALL CONSTRUCTION SHALL BEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, OCCUPANCY OR m USE IS UNLAWFUL WITHOUT CERTIF CATE OF OCCUPANCY COMPLY WITH ALL OODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF BOLI1~OI.D TO~ ZBA ~OU~-DLD TOWN PLANNING BOARD N,Y,S. DEC~ .... APP~tOV,,ED AS NOTED 765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: L FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, NOT RESFONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS, RETAIN STORM WATER RUIIFF PURSUANT TO CHAPTER OF 'lliE TOWN CODE, REOUIFIED Cm~p~a~e: 1&,4~ BM~r Tl~a~ C~MI ~~ Y,~r UE~ G52 DO NOT PROCEED WITH " , , c ' " I , ~ FRAMING UNTIL SURVEY F FOUNDATION LOCATION HAS BEEN APPROVED. 2~5G ~.,O 0.0 93 119.0 O.~ 196 D.3~O 233 O.,~ ,44 0.2~ 7 I. All consbruc~ron shall 2. All ~ork shall toni'cfm no~lon~l, s~ob~, ~nd local co~s ond ~uthorl~les hovln~ ~. ~11 unnot~d or non-vlslbl~ r~sponslbrlrty oP ~h~ o~ner / himself ~l~h propert~ o~ Victor Cunco ond ~on s~obutorg ond other r~erv~d rlgh~, In~ludln~ th~ ~op~rlght therein. *~pen~l~llm~ For ~h~lr ~holl net b~ The Archrt:ect shall nab hav~ SEAN MULLIGAN VICTOR CUNEO 154 LAUREL ROAD EAST NORTHPORT, NY 11731 (631) 379- 7814 VOL]NI NASSAU POINT 50UTHOLD, N¥ ,Sn~,~b h /o~/0~ ~0 I/4" = I'-O" __~ 15'-' ,~" 26'-~" o,.5. 1'-~" 6'-2" 14'-'/" ! -- ~ ~ [ I m~ _ - -- ~'-~" x ~'-6: x I~ ~oo~1 ~ ~ on 6 mil v~por b~rrl~r - ~ - ],~'..~ ~ .......... I i I I I ~ I vertical [o 2 ~orlzon[~l l , .. ; 4. r~nl~, concr~ ~1~ :,~, ~ ~ , ., ~ -~ ,~ ~nd 5" compacted porou~ fill on 6 mil vapor barrier 42" x 42" uee Lock column In ~lLh 22,=i~, ION½' 4 ~ 4" Dia. e~d. s~eel column ~) T~PICAL FOOTIN® x6~." ~la~e~on npproofln.~ ~ ~ I [~3r ID'l hooP, Filter ~brlc over 5/4" ~sho~ c 4" Dia. FV6 ptpe. ~ ~ 4 Re ~r · I~" o,c. TYPICAL FOLJNDi ~ALL SECTION FOUNDATION PLAN m I/4Il = I'.0Il E}AGEHENT Af~A = 2586 5,F. ,erf:ormed In c~ ~orkmcln II~ 2. All ~or~ ~hall conform cod~ ~nd ~u~horlLl~ mmm~men[~ rare ~he 4. I~ Is bh~ conLroc~ore reepon~lbTll~ [o ~mlllarlze r~on~l~lll[~ ~or ~h~lr ~he ~ork, For [he ac[s or o~hor ~er~on~ ~h~m ~o c~rr~ out In accordonc~ ~l~h bhe ~ / 2~ / 0~ R~o. Revlelon/leeue SEAN MULLIGAN VICTOR CUNEO 154 LAUREL ROAD EAST NORTHPORT, NY 1173] (631)379-7814 ~l%oJecf, No,me an~ Adclreee ¥OLINI NADSAU POINT 50UTHOLJD, NY I i~6HANIGAL ROOH I unl'lnlr~ed / UP J~LLIARORO0~ hOOD © © \ ~m~ L I ]_ ....... J [I~IlN~ I~:~OM] TILE I, All con~rucf~lon 5holl I~ ~rForm~t In 2. All ~ork 5. All unnot~d or non-vl$1bl~ / bul~r, ,'P:', ~lm~. 5. lb I~ th~ ~h~ Mulll~jon re~ln oll common Io~, s~utor~ ~nd other r~$~rv~d rl~ht~, Includln~ !~l~o~ ~un~o ~me ~ ~ ~chl~c~ ~hmll nm~ hm~ control or ~h~r~ mP mn~ m~ho~, ~chnl~u~, ~rogr~ms In ~onn~ctlon ~t~' con,toe,or, ~ubcon~r~c~or or on~ o~h~r 1/ 2~ / 0~ No. ~vl~lo~/l~u~ SEAN MULLIGAN VICTOR CUNEO 154 LAUREL ROAD EAST NORTHPORT, NY 11731 (631) 379- 7814 VOLINI F~E~SI DE~NCt~ NA~AU POINT ~UTHOLD, N'r' I /o't/0~ r~r Iq J o I F FLOOR PLAN /- ~od~s ~nd ~uthorl~l~s hovln~ ]~rl~l~on. ~. AIl unnob¢~ er non-visible ~Tm~. 5. I~ le ~h~ con~r~c~or~ res~on~Ib~l~ ~o ~mHl~rlz~ hlms~l~ ~[~h Ol os~c~s oF be~ln~ln~ ~n~ ~ork. on~ 5~n Mulll~on r~erved rights, Includln~ the cop~rl~h~ ~h~reln, ThC ArChlt¢¢~ eholl no~ ~on~rol or Chor¢¢ ¢P ond ~hoH nob ~¢ rCepon~lbl¢ Poe or soF~ty precou~lon~ ~nd proCrom~ In connection ~l~h th~ ~ork, for ~h~ octm or or Pot ~he fnlbr~ oF ony o~ ~ham ~o c~rry out fha ~ork In o¢¢¢rdon¢¢ ~lbh I / 2¢/~ SE~ ~LIGAN VICTOR C~EO 154 LA~L RO~ EAST NOR~ORT, ~ 11731 (631) ~79- 7814 VOLINI NASSAU POINT 50UTHOL~, N~ ] GUEST ROOM l,'lOOD \ ii covered en~r9 porch lUl [ TIr~ ® ® ® o 0 ® © UP [ WOOD F F ~096 ~overect porch [] ~ U 1'9 42'-0~" e~reened porch rich FIRST FLOOR PLAN I/4" = I'-O" covered porch ~overed p~rch I, All toner, ruction ehall 2, All ~ork ~h~ll conform n~lon~i, ~e, ~n~ local ~. All unno~ r~spon~lblll~W o~ ~hm o~n~r ~lm~. 5. I~ I~ ~h~ conbr~cbor~ himself ~l~h ~1 ~spects oF beginning ~n~ ~orK. 6. THese dronings or~ propert9 oP V~ctor Ouneo ond 5~on Mulligan r~ln ~H ~ommon lam, s~o~u~org ~nd other r~s~rv~d rl~h~, Includln~ ~h~ copwrl~h~ r~pon~lbllltw for ~h~lr Th~ ~rchl~c~ ~h~ll n~t h~vm con~rol or chor~ sh~ll not b~ r~pon~lblm ~r me~hod~, t~chnl~ue~, ~hre~ram~ In e ~ork, For the octe or omT~lon$ oP ~h~ contractor, ~ub~on~ra~or~ or ony obher personm p~r~ormlng on~ of ~h~ ~ork, or for ~ ~ollur~ ~hem to corrW out the ~ork In occordonce ~l~h I/2~/0~ License Firm Nome SEAN MULLIGAN VICTOR CUNEO 154 LAUI~L ROAD EAST NORTHI~ORT, NY 11731 (631) 379- 7814 ¥OLINI NAOSAU POINT 50UT~LD, N~ Z ® ® 1P' ~:2 ql e 2xiOrr. Triple 9.,R, under dormer Triple R.&. under dormer Nail 2 x I0 r.r. 16 o.c, Plush 2 x, I0 r~'. 16 ' o,c, _~ 26'-0" ~,. under dormer nder( / / e OO 42u0~'' 1'4ulll~an r~ln all ~omman Th~ Ae~hl~ shall con,roi ar eharcje ~ shall not b~ m~hod~, ~e~hnl~u~, pr~au~l~n~ ~or ~e a~s oml~lon~ o~ ~h~ contralto?, of' ~ho ~h~m to ¢arr~ ou~ In o¢¢ordanc¢ ~l~h ~h~' I~.~vlelon/leeu¢ VICTOR 154 LAU~Rr. ROAD", FAST NORTHPORT, ~ (631) 379- 7814 VOLINI NADP, AU t~OINT SECOND FLOOR PLAN 1/4": I'-0" SECOND FLOOR AR~A = 24D5 5,F. EXTEP, I09, DECK AREA = ~D2 5.F. / o9 / o~ 114" = I'-0" e ® ® ® lUl DATW~OOM TILE [ LAUNDRY[ TILE DN, [ sl~lnq room BATHROOM MA~T~R GLO,ET] HAETEP. DEDP. O0~ [ DATHP, OOM TILE HO0~ O0 e e SECOND FLOOR PLAN All con.~brucLIon mholl I:~ In o ~orKrn~n 2. All work sholl conform co~ mn~ mu~horl~lmm urls~lc~lon. 4. I~ Is ~h~ ~on~r~bor~ '"~ Mulllc3on r~boin oil common re~mrvmct rh ln~lu~)n~ ~r :hmlr ~m ~mhlbmcb shall nob h conbrol , o~ ~holl nob bm for th~ ~bs or bhm ~h~m ~o ~mrr~ orb Tn occordonc~ ~lbh bh~ conbroct do~um~nb~. I/~/0~ N~. ~vlmlmn/Immum Firm Name and Acldrmmm VICTOR CUNEO 154 LAUREL ROAD EAST NORTI-IPORT, NY 1173 (631) 379- 7814 VOLINI NASSAU POINT ~OUTHOLD, NY Asph~l~ Acrylic sl;u~co leod~r~ x~ --40 ]~ar Archl~cbrol A~ph~l~ shlncjls roo~ Acrylic sbcco FRONT ELEVATION ",4/ ~ --40 ]~ar Architectural Aephol~ shln¢le roo~ "Azek" trim 0nd Acrylic ~ucco REAR ELEVA ION f/4": I'...0" p~rform~d In c:l ~orkm~n'd ~ork ~h~ll 4, It m~ ~h~ con,toe,ore, ~l~h h,tulll~on ~n~ o~her rh In~ludln¢ For ~h~lr Tine Arc.hit. ecl: shall ~h~ll not; ~ met;hods, t;er,.hnlcl, u~, o~h~r p~r~on~ t:h~m to ~orr~ out: I /2¢/OE~ ,,,,No. Revision/la, sue Llcenme VICTOR 154 LAUREL ROAD EAST NORTI~ORT, ~ 11731 ;' (631) 379- 7B14 ~Projec~ Nmmm ~n~ VOLINI 50UTHOL~, NY roo~ ~ M U b~ U ~-' Copper ~juttcrs and "Azek" ~rlm and Fascia board~ M Rt®HT SIDEELEVATION soF~lb ven~s ~'~ -- ~0 year A~chltactural A~phol~ shin~jle roof "Az~,k" trim and II iI Acrylic stucco LEFT SIDE ELEVATION All consbructlon she, ll 2¢r~ormed In c~ ~ortcrnc~n Irk~ 2. All ~ork sh~ll cSnFcrm n~ionol, s~be, ~nd I¢~1 hovln~ jurl~dlc~t¢n. Alt unnot~d or n~n-vl~lbl~ r~spon~lblllLy ~o keep a ~,~o. P-~vl$1on/l~su~ ~Project: N~m~ and A~ctdree~ ~ VOLINI ~ESIDt~NGE NASSAU POINT 50UTI-I~LD, NY I / 0'1/ 0~ 5co1~ I/4" = I'-0" v~r~lcczl to 2 hodzonLal ~/8.I ~yp. I2 BATHROOM 5/~'~ WP. AREA PIorr Cons~ruc,~fon 14" Depth I~" 0.6. ~orage 5UESTP.~OH -~, W' Pep~h 16" 0.6. (~ S~CTION (~ '~":,'~" 5 E C T I 0 N r '[ - -17 I I v~" I~" II i I II II II II --7 I I SANITARY RISER Floor First: Floor '1 ~bow grod~ To approved For t:he oml$~lon~ ot' t:he~ I / 2D I0~ R~vl$1on/lseue SF, A~ VICTOR EAST NORTHPORT, NY, ! 1' (631) 37~- 7814 screwed '/ I/2" ~lcl~h I/~" PI 2 x 6 ~bucts I&" o.c. f~-I~ Insulcltlon 5/8' cyp. 1/4" = I'-0" I/4" - -0 I/4" = I"0' / cener~l No~es I. All consf;rucLIon sh~ll ~erForm~d In ~ ~or~an IIk~ Z All ~or~ sh~ll con~orm responsibility oF th~ o~n~r / builder. 4. lb I~ ~h¢ con~r~cbo?~ ~. It ls the c¢ntr~ctore th~s¢ documcn~¢ prior be~lnnfn~ on~ ~or~. propcr~ oP Victor ~un¢o r¢~oln oH common s~o~u~ory ond o~h~r reserved rl~h~, ~he copyrl~h~ therein. Victor Ouneo b~or no un~u~horlz¢¢ u¢¢, The Archf~¢c~ ch~ll no~ h~v¢ con~rol or ch~r¢¢ o~ construction ~r ~oP~ty pr~cou~lons ~hrO~rome In connection ~l~h ~ ~ork, Poe the octe or or ong other p~r~on~ ~r~ormin~ on~ oP ~h~ ~ork, or ~or ~h~ Pollur~ oP ong oF :hem [o corr~ ou[ th~ ~or~ ~ontroc~ document~. I / ~¢ /0~ / LIc VICTOR 154 LA~L RO~ EAST NOR~ORT, ~ 11731 (631) 379- 7814 VOLINI NASSAU POINT ~1 IXXXX] _1 5Pi HI II 1/8" Oepi:h la" 0.5. 1,4EGHANI6AL P-.OON 1/4" = I'-0" I/4" - -0 .2. ,&Il ~ot'k mh~ll , of' t~h,~ SEAN VICTOR CUNE0 154 LAUREL: EAST NORTI~ORT, (631) 379- 7814 'VOLINI I RE~I~NO~ i f:~55,~'dJ ~OINT ' x 14" LVL FIRST FLOOR F ,AbIIN6 I. 4`11 construction shmll 2. 4,11 ~mrk ~holl conform hovTn¢ Jurl~dic~lon. ~. All unn~e~ ~r non-vl~lbl~ / builder. 4, I~ f~ ~ho th~ document5 prior b~grnnlng ~ng ~ork. mn~ 5¢~n ~ullfCmn ~otu~or9 ond obh~r r~rv~O rl~t~, lncludln~ th~ c~p~rm~ht ~h~r~ln, r~pon~Ibllit~ ~or their ~ Archl~c~ ~h~ll n~t hov~ control ~r chor~ oP ond m~hod~, ~chnlqu~, or ~oF~L~ pr~cau~lon~ pro,roms in connection ~l~h the ~ork, P~r th~ ~ or oml~lon~ of ~h~ or on~ other pmrFormmng anw ~p thru m~rk ~r Pot ~hmP~llbr~ oF mnw ~h~m t~ corr~ out Lhe In occordonc~ ~lth con~roc~ documen~. VICTOR C~EO 154 LA~L RO~ EAST NOR~ORT, ~ 1173 I VOLINI NASDAU POINT ~ProJ~c~ ~h~et O0 X 1:15" x II '//,~" L' ~ener~l ~holl b~ in c~ ~or~mc2n IIK~ 2. All ~ork. 5hc211 c~nP~rm ~ cod~5 ~nd ~u~horl~l¢~ ~r ~[mes. D. I~ T~ ~he con~r~c~oe~ bo F~mHlarlz¢ are ~he oP Cunco ~ulllg~n r~aln ~11 common I~, ~aCu~r~ ~n~ including Vitro For ~h~lr con,roi or ch~r¢¢ o~ sh~ll no~ ~ r~sponmlbt~ ~or eLhod~ ~echnl~u~m, In ~onnec~ton Pot the ~c~m or or ~n~ o~her performing ~n~ oF th~ ~ork or For ~h~ F~Hure oF an~ oF In accor~nc~ ~l~h ~he c~ntrac~ 1/2b/O~ ~vi$1on/l$~u~ DC31~,.J 5EAN MULLIGAN VICTOR CUNEO 154 LAUREL ROAD EAST NORTHPORT, NY 11731 (631) 379- 7814 N~me ond Addres~ VOLINI NASSAU POINT SOUTHOLI2 , NY' SECOND I/4" = I'-0" Project FLOOP. FP. AHIN® -- X I,-/5" x q,5" LVLe (2) I.'/5" x q,5" OOF F Ah41N® 1/'4" = I'-0" ~enerol Mulligan rent. In oll aommon law, ~nd In~ludln~ ~h~r~ln. re~pons~lllL~ ~or Th~ Ar~hl~ ~holl control or ~har~ oF and 5h~ll not be r~onsIbl~ he ~ork, Pot ~h~ ~ or omis~lon~ oF ~h~ ~erFormlng ang oF the ~h~m to ~orr~ out I /2¢/0¢ SEAN IvIULLIGAN VICTOR CUNEO 154 LAU~[f. ROAD EAST NORTHPORT, NY 11731 (631) 379= 7B14 VOLINI NASSAU POINT 50UTHOLI~, NY I /09 /OE~ S~ I/4" = I'-0" ~ double squash block~ am specified, ~quaeh blocks mus~be cu~ I/1~" ~all~r ~ha~ I-4~ls~. 2x4 mlnTmum box n~ll~ ~o ~v~l~ APA rated ~/4" OSB (or equal) closure, or am required By code Attach reinforcement to top noTle at 6" o.c. both sTales ~lth mpllttTng. APA-ro~ed 3/4" O0B (or equal) long mlnlmum I JoTst blocking Use double blocks a~ Blockln~ Is required ~hen I-Jol~ ~nd ~h~n I-Jolm~. 2x4 at support either butting or Ioppln~ min. ~o Toe nail ~d or Io~ box n~ll to ~11 ~v~ Both Siclos LYL or O5B Rim mow be substituted for I-Jol~t Blocking Block. lng Is required nh~n I-.Iols~e end at support C~I JOIST END AT INTE~IO~ YNALLS ~e ~o 8d nails or t~o 10d box naris (one on e~ch side) NAILIN® AT INTE~IOt~. ~tALLS I-I/2" sin, from end of I-Joist I0 nail on each sTde) <]END NAILIN® Fc~n ~o pla~ ~lf~ 6d nails a[ 6" o~, (or nailing scheciWe as deckln~ 2 t~s of Blockln~ ~ 4¢I' o,c. or a5 specified. Use I-Jols~, LVL or 058 Klm bleckln¢. FIRST T~O STARTER BAYS max Attoch reinforcement to top ond bottom flanges nlth 8d nofls o~ 6" I" or I-I/8" Solid 5tort ~lm long minimum ~eb Filler Attach neb fTIlers and filler Iblocks ~lth 2 ro~s of 8d nails ~toggered, at 6" o.~. f~rom each side. ~b filler hongers and INTER, IO~ NON - STACK. IN® LOAD BEA~IN® FIALLS (~ STAI~. STf;?,I N®Et~.S OHAN®E~ DETAIL (.~) HAN®E~ DETAIL POST LOADS I. oENERAL /~ood I Joists ¢r¢ to lumb~r or vl~uo[l~ ~ro~d lumb~r fl~n~, O~ ~b~, ~n~ oss~m~l~ ~lth ~o~¢rproo~ ~o~o~lom. th~ L~I ]ol~t ~urTn~ m~o~umln~, tubbing, ~r~fon, ~, 5TOf~,A¢E= ~tor~ units uF2nlght on ~mooth, ~11 ~u~portlv¢ ~urf~c~ ~n~ cover ~l~h ~or~roo~ mot~rl~l~. II. All 2. All ~or~, shall notional, skate, codes and o¢,horltles ~ ac o~ ~h~ , 4, It Is [he pl~n¢ Cn Mulligan retain oil common Ion, statutory and othor reserve~ rlgh~s, Includlnc ~h~ copyrl~h~ Victor ~un~o b~ar no con,roi or charge sh~ll not be methods, Pop ~h$ ~¢~s or,ti In occordonce ~l[h ~h~ :'~,~ No, ~vlslon/Issue SEAN MULLIGAN V~CTOR CUNB0 154 LAUREL ROAD EAST NORTH~)RT, NY 11731 (631) 379- 7814 ¥OLINI NASSAU POINT ~OUTHOLD, NY' I IO'f/O¢ ~1/4" = I'-O" ~.AF TE~. TIE~ ~IMP~ON IT~I~ '~20 IB~ WPLIPT ~clch ro~ter to sill on h4~ol ~rmif.~ ~hl~ld sill 5/8" IDlo, onchor bolts D~-O'' 12" From sill ~nds, i'41n, 7" lnb~dm~nf. E~orlncj plo~ ~msh~r ~lth moth onchor ~ALL STt~,APPI N® AT ~mAE~ ON 6F:ILIN® D~AClN® ®ADLE ENO~ALL DEK_,TION 9 - AF:~A ~00~ Ft~.A"4E ~ONSTt~,UCTION ~IANUAL 0)_ / / ZONE 1 FIELD 8" O.C. PANEL EDGES 4' O.C, ZONE 2 ZONE 3 ZONE 4- 12" O.C. 3" O.C, 4" O.C. 6" O.C. 3' O.C, 3 O.C. I® x FIELD PANEL EDGES ZONE 5 ZONE 6 12" 0.C. 12" O.C. 6 O.C. 6 O.C, ivlT520 ]'4t520j' LSTA211 [1 I - ~ LSTA21 p~.AI,4t=I20P~=NNfN~5 51m~son model numbers P-.OOF NAILIN® SC, HEE::::'ULE IA!ALL SHEATHIN® NAILIN® SGHEDULE C,520 FLOOI~. TO FLOOP. CONN~=GTO~.5 ~llows t~olddow. Ilnstallatlon transler shear ~2-16d Common nails at 6" o.c, It 24" o.n, allow~ stud tmnsfe~ she~r 4 STUZ? OPTION 5 STU~ OPTION Ht~AOI~te, OP~=NrN~. I~,~uDh Opening t~.0. 2'-0" 4'-0" &'-O" 8'-O" A - ~m~r oP 6d nalle· sa=h end of B - Numbe~ o~ ~111 ~bd~ on Flab, C - ~mber o~ Fell hgL king sbds. D - ~m~r 0F 16d n=lls end nolled ~r~ ~Jn~n~ king sbd ~ end o~ he=der · each ~lde. ~ - ~m~r o~ Ja=k s~uds Q each end he=d=r, F - ~m~r o~ 16d no~ls end n=l~ed ~J=c~n& J~ck s~d ~o =nd oF slll5 ot each s~de. ~LooF roPters -- I i/4" X 20 I-I/4" x 20 ¢o I I h~k_AetroppIng /- C. HOL~ I::?O~N B~AOK, ET FRAMED OPENN1N®S responelblllt~ o~ the / builder, 4. lb Is th~ eee~¢n¢l~lll~ ~¢ oP ~h~ plone on =B .11 D, I~ I~ ~he ~on~?o~?$ ~h~s~ documents prior b~lnnln~ ~n~ ~ork, &. ~s~ ~ro~ln~s ~r~ ~h~ prop~rt~ oP Vl~r ~nd 5eon Mulligan r~oln ~11 common I~ r~serv~d rl~h~s, In~lu~ln~ ~h~ cop~rlgh~ ~h~reln. res~onelblfl~ For ~helr ~ Archlb~c~ ~h~ll no~ con~rol or ch=r~e oP or sofe~ prec~u~lon~ ~nd or on~ o~her per~¢ne or P~r the Pollur~ oP on~ them t¢ ¢~rr~ eu~ ~he In ~ccordonce ~l~h controc~ d~cumen~e. I / 2B/OB t~.~vlelon/Issue Firm N~me ~ncl Adclreee SEAN MULLIGAN VICTOR CT...TN~O 154 LAUREL ROAD EAST NORTH~ORT, NY 11731 (631) 379- 7814 ~P'roJec~ Ncnme <:nd Adclreee % ¥OLINI NASSAU POINT 50UTHOLD, NY j qlO'l/o~ S5 ~ollor tie~ ins~o]l~c~ In UF~F=~r bhircl b~v~n ~mrlncj m~lnt. ond rldcj~ T'f IOAL IAIALL BTt .AF F IN® DETAIL ~EGTION ~ - AFPA ~OO~ Ff~Ah'lE GON~T~UCTION ~ANIJAL NAILING SCHEDULE JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING Rafter to top plate (toe nail) 4 - Sd Common Per joist 3oiling joist to top plate (toe nail) 4-8d Common Per joist 3oiling joist to parallel Rafter (face nailed) 4 -16d Common Each lap 3oiling joist laps over partitions (face nailed) 4 - 16d Common Each lap Collar tie to Rafter (faced nailed) 3 - 10d Common Each connection Blocking to rafter (toe nailed) 2 -8d Each end Rim board to Rafter (end nailed) 2 -16d Each end V'C,L L FRAMING Top to Top plate (face nailed) 2 - 16d per foot Top plates at intersections (face nailed) 4 -16d perjoint/each side Stud to Stud (face nailed) 2 -16d 24" c.c. Header to Header (face nailed) 18d 16" c.c. along edges Top or Bottom Plate to Stud (end nailed) 2- 16d per 2x 4 stud 3 - 16d per 2 x 6 stud 4 - 16d per 2 x 8 stud Bottom plate to FIr.jst, Bandjst, Endjst or Biking (face nail) 2-16d per foot FLOOR FRAMING to sill, top plate or girder (toe nailed) 4 -8d per joist to joist (toe nailed) 2 -8d each end Blocking to joist (toe nailed) 2 - 8d each end Blcoklng to sill or top plate (toe nailed) 3 - 16d each block Ledger strip to beam (face nailed) 3 - 16d each joist on ledger to Beam (toe nailed) 3 -8d per joist joist to joist ( end nailed) 3 - 16d per joist Band joist tosillor top plate (toe nailed) 2-16d per foot I ROOF SHEATHING Structural panels interior zone 8d 6" Edge / 12" Field Structural panels perimeter edge zone 8d 6' Edge / 6" Field I CEILING SHEATHING Gypsum V',~llboard 5d coolers ?" Edge / 10" Field I WALL SHEATHING Structural Panels 4' Edge zone 8d 6" Edge / t2" Field Structural panels Interior Zone 8d 6" Edge / 12' Field Gypsum waUboard 5d coolers 7" Edge / 10" Field ROOF FRAMING FLOOR SHEATHING Structural Panels I" or less 8d 6' Edge / 12" Fteld Strctural panels greater than 1" 10d 6' Edge / 6" Field ~Tf~h h-lin. (,¢) ~d n~TT's eoch and of strop or olternebe collor tie belo~ Altornote collor bls (D) IOd common nolls e~ch end NOTE: Alicjn roof ~tu~ds. ~IMP~ON LT¢I2 "Simpson" 0620 or eq.u]vcllent,, All str~ppTng ok NOTE: Ali str~ppTn9 shell bo I~" O.C, I I/4" x 20 cjc~cje NOTE: For t~o storw construcf-fon onlw ] I-I/4" 20 c~2cte strop otboch ~l~:h (5) 8d~noTIm each and oF LPT4 ~1~¢ 16" o.c. From A~ sill on ~1 ~rml~ ~1~11~ ~1 slll -- SI8" Dim, onchor ~o1~ B'-O' 12" From sill ands, Hin. %" ~nchor bolt. Notes and Specifications It is the contractor's responsibility to keep this construction document on site at ail times. It is also the contractor's responsibility to read all notes, specification and be far~liarized with the plane prior to work. General: 1. No work to start until approved plans are obtained from the building department. 2. All construction shall be performed in a workman like manner· All dimensions, conditions and applicable information of existing site shall be field verified by general contractor, 3,All work shall conform to national, state, and local codes and all authorities having j urisdiction. 4.All unnoted or non-visible easements are the responsibility of the owner/builder. 5. Any omissions or discrepancies of plans and/or Job conditions shall be c[arlfled with the architect/engineer before proceeding with the work 6. No deviations or changes to the structural system shall be made unless approved by the architect/engineer. 7.Contractor to verify dimensions of foundation with floor plans before the start of framing· 8,Dry wells to be installed as required by state and local codes 9.Do not scale drawings, written dimensions take precedence 10. Builders are responsible for all Inspections, approvals, certificates, cert. of occupancy or completion and LIL. approval. 11.This set of drawings is the property of Victor Cuneo, Architect, 12.The contractor shall obtain all inspections necessary for a certificate of occupancy· 13. The corrtractor shall keep premises reasonably clean at all times· At the completion of work, the contractor shall remove all rubbish, waste materials, tools, etc., clean glass and leave work floor clean. 14. The contractor shall carry workman's compensation and general liability insurance· All shall comply with state ~nd local codes and ordinances, 15. The contractor should fully guarantee his work and the work of the sub-contractors for a period of at least one year after completion of project· 16. The contractor shall indemnify and hold harmless the owner, architect/engineer and their agents and employees from and against all claims, damages, loses and expenses, including attorney's fees arising out of or resulting from the performance of the work provided that any such claim, damage, loss or expense (A) is attributable to bodily Injury, sickness, disease or death or to injury to or destruction of tangible property (other than the work itself including the loss or use resulting there from). (B) Is caused in whole or in part by any negligent act of omlsston of the contractor, any subcontractor, anyone directly or indirectly employed by any of them, or anyone for whose acts any of them may be liable regardless of whether or not Is caused In part by a party indemnified hereunder· 17, All materials, assemblies, and mathcd of construction Including but not limited to form- work, block-work, framing, nelllng, placing of concrete, etc. are to be carefully supervised by the contractor to be sure they are In accordance with the drawings, specifications, applicable codes and good practice. Deviations from the drawings and specifications will not be permitted without written authorization of the architect/engineer. 18, The contractor shall be responsible for any shop drawings needed, unless otherwise specified. Ail dimensions and conditions pertaining are to be field verified. 19. Contractor to remove and relocate as required all existing work which interferes with new construction in a wot krnan like manner 20.AIl materials are to be Installed as per manufacturer's specifications, unless noted otherwise. Foundation Concrete and Masonry 1. Contractors to vedfy all dimansions of existing foundation as it applies to the new work being performed and shall coordinate the sub-centmctors in such a manner to assure that the conditions of the first and second floors are taken Into account. 2, Ali lootings to bear on firm, virgin, undisturbed soil 3, SOIl to have rain, bearing capacity of (1) ton/sq, ff. 4. Footings to rest a min. of 3'-0" berpw grade, unless otharwise ncted. 5. Walls to be poured concrete of size shown on drawings. 6. No back flu shall be placed against foundation walls until 1~ 'der of framing is in place. 7. Footings to poured concrete ~f size shown on drawings, 8. All openings for beam pockets, utilities, etc. to be filled solid with concrete, 9, Anchor bolts shstl be in accordance with page foundation plan and details, 10. All concrete to have an ulfimete compressive strength at 28 days of 3,000 P.S.I. 11. Exterior slabs, garage slabs, and steps shall be 3500 pa. 12. Concrete slabs to rest on rnin, ~ 6" fine gravel or sand with 6 mil, Polyethylene vapor barrier under occupied space· 13, Flash all joints where slab abuts framing, 14. Bdck veneer to be anchored with (1) wall tie par (3) sq. ft. 15. Flash joint at bdck ledge and provide weep holes. Max 4'-0" O.C, to direct any condensation to the extedor 16. Apply (1) coat of tar based waterproofing to exterior of f~nd from footing to 2" above finish grade. 17. No cencrete or mascon] work is to be performed in temperatures of 40"F and falling, unless approved by architeot/enginear, No concrete shall be placed on frozen sudaces. 18. No additives shall be placed In concrete unless spedfied by amhiteot/englneer. 19. Provide bituminous jolnte between slabs and foundation wails and where ever applicable. 20. Unless otherwise indicated, all foundaiton footings are to be a min. 10" deep projecting 6" on each s~de OF the foundation wall· Provide two ¢f4. deformed bars continuous In the footing. All 4" thick concrete slabs to have 6 x 6 10/10 waided wire reinforcing Insulation: 1. All exterior wails and roofs shall be Insulated with foil faced fiberglass baft insulation by john Manville or approved equal foil to be placed toward warm side, 2, Generally, unless noted otherwise, insulate as follow: 9" R--30 for fiat ceilings 8,25" R-30C for vaulted and cathedral ceilings 3.5" R-13 for 2'~(4" wall construction 5.25" R-19 for 2"x6" wall construc~on 5,25" R-19 for floors Carpentmj: 1, All lumber shall be Douglas fir larch #2 and better (Fb = 875) unless othan~'ise noted. 2. All lumber In crawl spaces to be 18" above scratch coat. Maintain 8" min. foundation exposure, 3. Sills to be ACQ and sesuraly fleshed with a termite shield. Also provide sill seal/insulation. Size of sill to be (2) 2" x 6" unless (1) 2" X 6" is necessary to match floor heights with the exi~ng structure. 4. At flush framing use 16 gage metal joists hangers by "Taco" or equal. 5. Minimum, double headers and thmmars around all openings in floors, roofs, and walls· 6. Double ail joists under parallel partitions, posts, and bath tubs. 7. All beams, girders, etc. to have min. of 3" beadng 8. Min. header to be (2) 2" x 10" unless otherwise noted. 9, All wood sills and wood in contact with masonry/controls to be ACQ treated, 10, All exterior sheathing shall be nailed as per fastening schedule. Generally, sheathing is of %" thickness on walls and roof and is of cdx grade, unless cthefwise noted. See floor plans for additional nailing or different nailing requirements when abpllcable. 11. Sub floodng, genarally, to be of ~" Inch thickness and of cdx grade nailing as per fastening schedule and glued· 12. Exterior sheathing to be covered with "tyvek" house wrap or approved equal. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Ice Shelld Ground Wind Seismic Design Weathering Frost Winter Undeflayme~ Snow Load Speed category depth Termile Decay Design Temp required Moderate SDC - C Severe 3'-0" to Slight to 11 Degrees Yes (Req'd) Moderate 45 PSF 120 MPH Sds < 0·50 Heavy 1, CODE: Structure shall be designed and built according to the Ar&PA WFCM ( Wood Frame Construction Manual for One and Two Family Dwellings) 2000 2. NYS Residential Code 2007 1. Block exterior stud walls at half story heights and at unsupported edges of exterior shoat hlng 2. Provide cross bracing at Joists, studs, and rafters when spans exceed 8'-0" 3. Top plates to be doubled and lapped at corners. 4. Apply all conditions addressed In fastening schedule as necessary. 5. Provide all nailing and strapping as per the drawings and as required by codes. 6. At "wet wall" parallel to joists frame double Joist as per code. Generally, separate double joist the thickness of wall above, Sub floor shall never exceed a 16" span, 7. At rough openings provide all applicable nailing and strapping. Glazing, ,m,indows and doors: 1. All g[ess to be insulated Iow-E. Lhless otherwise specified. 2. Glass doors and windows shall not be installed until proper clearances and provided. 3. All sliding glass doors, skylights, and any glass unit Installed within 18" of finished floor shall be of Insulated tempered glass unless otherwise noted. 4. All glass units shall be Installed in strict accordance with manufacturer's specifications. 5. All windows to be caulked and sealed as per New York State energy conservation code. 6. Provide flashing pans under all sliding glass doors, windows, or any other type of glass unit when within 6" of an exterior surface. 7. All exterior doors are to be weathered stripped and provide all screens and hardware necessary for proper function of such units. 8, All glass is to be free of scratches and Imperfections. Glass should be guaranteed by the manufacturer for a period of 5 years, 9. All windows to be Andersen unless otherwise noted. If contractor is to substitute with another window manufacturer It la the responsibility of the contractor to verify that the characteristics of the window match the characteristics of the Andersen window specified. The characteristics are as follows, but not limited to: Design pressure, rough opening, u- factor, light area, vent area, and egress requirements. Gypsum vmllbosrd: 1. Gypsum wall board systems shall be of a tape joint and Joint compound method. 2. All gypsum board shall be %" on walls and ceiling, unless otherwise noted. V~ter resistant (V'~/R.) at bathrooms and where deemed applicable, 3. 5/8"; one hour rated, type 'X' gypsum board on ceiling and walls (where applicable) at heat producing equipment to extend three feet in each direction beyond the unit(s). Aisc at heat producing equipment, concrete floor or If placed on wood frame, Install concrete panels of 5/3" thickness minimum. 4. Finish Joints, J-beads, nail dimples, corners, and edges shall be taped and receive three coats of joint compound. Allow 24 hours to dry between coats. Final coat to be sanded smooth, 5. Metal corner bead to be used on all outside corners and around all openings. 6. Fasten gypsum board as per fastening schedule. Asphalt roofing shingles: 1. All sloped roofing shingles shall be GAF-class-a asphalt roofing shingles or approved equal. 2. Shingles shall be applied over 15# building felt. L,hless other noted. Aisc apply GAF- weather-watch Ice and water barrier 2 feet from eaves, valleys, and flashing. 3. Provide flashing necessary for water tight and weatherproof construction. 4. Roofing Is to be applied In strict accordance with manufacturer's specifications 5. Nailing of roofing shall be to code, Site w~rk: 1. Stakeout is to be performed by a licensed surveyor, or by qualified sub-contractor, 2. Verify all given data on drawings. If there Is a discrepancy, receive clarificatlon form architect/engineer prior to proceeding. 3. Excavate and back fill for work indicated on drawings. Stockpile topsoil obtained from stripping driveway and building site. Stockpile all excavated materials. 4. New and existing back fill material Is to be free of weeds, tree roots, rocks, and debris. All surplus material that Is unsuitable for back fill material shall be removed from site. Minimum Uniformly Distributed Design Loads Use Live Load Dead Load Exted0r Balconies 60 PSF 15 PSF Decks 40 PSF 15 PSF Attics without storage 10 PSF 15 PSF (Roof below 3 pitch) Attics with storage 20 PSF 15 PSF (Roof above 3 pitch) Rooms other than sleeping 40 PSF 15 PSF Sleeping Rooms 30 PSF 15 PSF Stairs 40 PSF 15 PSF Guardralls end Handrails200PSF ¢'¢ PSF 12 F;.~F for attic Roof leading 45 PSF 15 PSF for Cathedral rig. Stn~tm21 Member Allowable Deflect/on P. afl~s slopes gre~er h~n 3/12 No ~d c~. ~d L / 180 htefior ~ md p~ ~ 180 ~ ~ p~e~d c~. L/360 All cther struc~sl ~lnembers L/240 E~. wslls with plaster c~ stucco I-II 360 Ext.. walls - wind loads with brittle fi~ish L/240 Ext. wslls- wind loads with flexible finishesL/120 propertW of' <=nd ~en Mulllcj<=n ret<=ln <=Il c<=mmon sti~butor~ ~nd other resp<=nsll=lllt~ ~or their unc~uthorlzeduse. The Archlt:ect eholl not I cont;r<=l or ch<=rcje of' <=mai eh<oil n<=~ ~ m~tihods, Lec. hnlct, uea, or aof'ety prec;',utlona, tPhr<=cjr<=ms In connection ~lf~h" · ~,~ork, f'or bhe ~lcba Or omissions of bhe ~r mnw o[her permonm ~rformlng ~n~ oF bho 112~10~ k,.~o. Revision/Issue SEAN MULLIGAN VICTOR CUNEO 154 LAUREL ROAD EAST NORTHPORT, NY 11731 (631) 379- 7814 ¥OLINI NASSAU POINT 5OUTHOLD, NY' /"-Project; 6ARA6E PLAN .4 roniF, con,rolo slc2b F- B'-&" x 3'-6" x 12" an & mil vopor borrlor - -~ ? FOUNDATION PLAN I/4" = I'-0" ATTIC_.., PLAN 1/4" = 1'-0" q Io ~/~, b'-, //I Io ~/~, 12 12 q /112 12 12 [2 I0 ~/~[7 12 ~IOD/~ /112 I0 B/~, 12 12 ROOF PLAN I/4" = I'-O" I. All 2. All ~ork nc~lonc21, s~o~, ancO. 4-. lb Is 'olmos. f~o Mulllc~n ',,, c~nd For' ~hel The Ara, hi,et{; ~ con~rol or ~horg~ O~ me,bode, FOr' ~h~ , omlsslons of t. he .'; ~hem ~o ~ar~ ou~ the; In occord~nce ~lbh I / 2E~ / OE~ l~vlslon/Issuo SEAb VICTOR CUNEO 154 I,A[~RI~T. ROAD EAST NORTHt'ORT, I%~ (631) 3'/9- '/814 Nome ,~nc:l ~clre~l VOLINI RED IDENOE, 5 OI T 1/09/0~ I/4" · I'-O" )' 0) (2) 2 x 6 AC~;t Nil p~ on S CTION ~ll on ~" x 16" Foo[lnc3 W (2) # 5 re I~¢ conL t~uildlnc3 ;2 × ~ ~tucim I~" I/4" = I'-0u ATTIC FRAMIN® ROOF FRAMIN® ~n~r~l Notem I. All consf;ruc~lon mholl 2. All ~ork 5boll con~orm notional, st~, ond local hovln~ ~. AH un~o~ o~ non-visible / builder. ro~ponslDIIl~y of ~h~s~ plans on ~1~o ~ ~11 c~on~l~lil~ him~l~ ~l~h ~h~o docum~nb5 prior prop~rt~ o~ V~tor ~uneo ond Daon Hulll~on ~totu~org ond other reserved rl~h~, mn~ludln~ the ~op~Mgh~ ~heretn. Vl~or re~pon~l~llL~ ~or ~helr Th~ Ar~h~t ~holl not hov~ ~on~rol or ~hor~ o~ and ~holl not ~ r~$pon$1~l~ For m~thod~, ~hrOCrCms In conn¢c~lon ~l~h ~ ~ork, ~or th~ ocbm or or on~ othmr p~r~onm pmr~ormln~ or for ~hmm ~o corrg ouk khm ~ork In occordonc~ ~lth I / 2~ / 0~ SEAN MULLIGAN VICTOR CUNEO 154 LAUREL ROAD EAST NORTHPORT, NY 11731 (631) 379- 7814 /?Proj~c~ Nom~ oncl ~dr~mm ~ VOLINI RESIDENCE NAO~AU POINT ®A~,A®E PLAN FOUNDATION P AN I/4" -- I'-0" ATTIC P AN I/4"" SEAN MULLIGAN VICTOR CUNEO 154 LAUREL ROAD EAST NORTHPORT, NY 1173 i (631) 379- 7814 /,.)L ,NI NASSAU POINT SOUTNOLO, NY 12 ¸,%, FRONT ELEVATION I/4" · I'-O" 12 P.I®HT SIDE ELEVATION I/4"" V-O" 12 12 ,% LEFT I/4" = SIDE ELEVAT ON P-, E A P-, ELEVATION 1/4": I"O" _--% h~av'n9 Jurr~ehctlon 3/10/10 SEAN MULLIGAN VICTOR CUNEO 154 LAUREL ROAD EAST NORTHPORT, NY 1 ! 731 (631) 379- 7814 fProj~¢~ Nom~ ~n¢ MOL INI I I F: 12 5EC, TION 1/4" -' I'-0" I/4" -- J'-O" ATTIC, FP.,APil N® I/4" -' ~,OOF F~Ah,ll N® I/4" = I'-0" SEAN MULLIGAN VICTOR CUNEO 154 LAUREL ROAD EAST NORTI-[PORT, NY 11731 (631) 379- 7814 POINT / / / / / / /' (~ [ / / q --'FTu~h 2 x I0 r.r, I ~2 x I0 r.r. 2 x [O r,r, [A~ce~I OO Ne~- contlnou~ ~Lendlng ~eom copper roof / / / / / / / S SECOND FLOOP. PLAN I/4": I:-0" 5EC, OND FLO01~ AREA : o45~ ~.F. EXTERIOR OECK AREA -' ~0 5.F. ~/10710 SEAN MULLIGAN VICTOR CUNEO 154 LAUREL ROAD EAST NORTHPORT, NY 11731 (631) 379- 7814 NASSAU POINT SO.~THOL~, NY Ne~ bb - replaca~ propo~a~ ~ho~r ( b~d~oa~h ~2 J, BEDROOM 2 ] TILE ,I v ~ood de4:k I-LAUNDRY1 TILE ON. BEDROOM / I / ~o~o I cl. TILE ~OOO BA THROOOM I TILE Nma- con~lnou~ s~ondln~] ~mam copper roof. Otis, proposed Fla~ roof ~ roil no~ SECOND FLO0 P AN I/4": I'-0" Io~o~mnincj on~ ,~orL 5totu~or9 or¢ cons~ruob;on me,hods, ~¢chrlctuCe SEAN MULLIGAN VICTOR CUNEO 154 LAUREL ROAD EAST NORTHPORT, NY 1 ] 73 l (631) 379- 7814 NASSAU POINT SOUTHOLE~, NY Orig, propose~ flo~ roof ~ roll not con~bruc~e~ ~borm N¢~- conflnous sbondlng eemm copper roof , ,, FRONT;,,~o: EL VAT ON ~ ubber~ and REAR ELEVATION 1/4" -' I'-0" propor~ o~ /,cOot C~noo SEAN MULLIGAN VICTOR CUNEO 154 LAUREL ROAD EAST NORTHI~ORT, NY 11731 (631) 379- 7814 , "Azek" ~rrrn ann ~a~cra boord¢ ~-~. Acrylic ~bcca I/4" = I'-0" SiDE ELEVAT ON Acrylic ~ucca L ('~Oopper ~u~bar~ and "Azok" bin and LEFT I/4": I'-O" SIDE ELEVAT ON All consgrucgfon shall be 2. All ~ork shclll conform cod¢~ on~ ouchorlHe~ h~vln¢ ~¢¢lnnln9 cnw ~ork. prop¢rb~ of Victor CunCo r¢~¢rved ri~hba, Includin~ ~h¢ coewrieh~ bher¢ln, r¢sRons~l;~9 ~or ~h¢lr th¢ ~ork, For the oc~ or 2¢rForrr, ln9 cnw oF ~he th¢m ~o c~rrw cub the ¢ccorO~nc¢ ~ibh ~h¢ con~roc~ ~/10/10 License NASSAU POINT 5OUTHOLD, N'T' "Az~k" trim ; FRONT ELEVATION I/4" = ['-0" ~I®HT SIDE ELEVATION I/4" = Ica'' vents I LEFT SIDEELEVATION 1/4" = I'-0" Vent 4~ ~ar ~rchi~8¢~ural ~zz .......................... tlz-z~ ELEVATION I/4" = I'-0" I, All censtructlon shall be In a ~atk~nan IIk.~ 2. All ~ork shall ~onForm ~o c~d~s ~n~ ~ubhorlbl~s or non-visible easements are tW aP the 4,. It Is the contractors ~. I~ Is ~he ~ ~mlll~elzs are the retain all camman Pot ~helr precautions and omi~lon~ o~ contractor, subcontractors o~her person~ o~ ~he ~ork, ~hem to corr~ ou~ ~he ~ork controc~ documen~, SEAN MULLIGAN VICTOR CUNEO 154 LAUREL ROAD EAST NORTHPORT, NY 11731 (631) 379- 7814 VOLINI NASSAU POINT ~.~. Aeph~lt 5hln~Jlee 5/8" I=l~v, ooa~ 2 x lO cig. Jet. i&" c.c. SECTION T~plcol ~11 Goner:. I/2." Pl~ood L--xt~rlor '~ x *5 ~t:ude 16" o.c, SECTION 5.~ 16" Po~er ~em ATTIC FRAMIN® 1/4" = I'-0" RO0 F '¢., A lyf I N 5 I. All conetructlen eh<all b~ ioer~ocmed In a~ ~ork~n~n like 2. All ~ock ~h~ll con~orm ~o ~ode~ o~d ~u~horT~l~ ~rlsdlc~lon. oc non-vl~lbl~ 4. I~ Is th~ con~roctors ~l~n~ on ~1~¢ ¢~.~11 bo ~mlll~rl~¢ ore the o~ retain ~11 common IoN, c~nd other Pot their Th~ Archf~c~ sholt no~ hovo eholl no~ bo r¢~pon¢lbl¢ Pot pr~c~utlon~ ~nd In connection ~l~h , ~or ~hw ~cte or other o~ the ~ork, o~ cng oP ~hem bo corr~ ou~ ~h¢ ~¢rk ~on~roc~ SEAN MULLIGAN VICTOR CUNEO 154 LAUREL ROAD EAST NORTHPORT, NY 11731 (631) 379- 7814 ~-ProJ~ct N~m~ and Address ¥OLINI NASSAU POINT