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Home My WebLink About32420-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEP~RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33383 Date: 11/10/08 T~IS u~TIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 2930 NASSAU POINT RD CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) Cot~/ty Tax~4ap No. 473889 Section 104 Block 12 Lot 18.4 Subdivision Filed ~ap No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office ~ated OCTOBER 12, 2006 pursuaxlt to which Building Permit No. 32420-Z dated OCTOBER 12, 2006 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATIONS AND ADDITIONS, INCLUDING COVERED PORCH AND DECK, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JAMES CARSE & JODI SWEETBAUM CARSE ( OWNER ) of the aforesaid building. S~FOLK CO~FrY DEPART~4EN~r OF H~JkLTH APPRO~-~J~ N/A ~Et-rKIC~-L CERTIFICA~ NO. 8383 10/01/08 PL~4BERS C~RTIFICATION DA'rF~3 09/01/07 ROBERT VAN ETTEN /AUhori z e~ Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and subn6tted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of' all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 fom~). Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system coutaius less than 2/10 of 1% lead. 5. Cmmr~ercial building, industrial building, multiple residences and similar buildings and installations, a ceilificate of Code Compliance from architect or engineer respousible fur the building. 6. Submit Planmng Boald Approval of completed sile plan requirements. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre~existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect siMnacd by the applicant. Ifa Certificate of Occupaacy is denied, thc Building II~spector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupalicy New dwelling $2500, .-\ddilions to dwelling $25 00, :klterations it> dwelling $2500, Swin-sning pool $25.00, Accessory bailding $2500, Additions to accessory building $2q.00. tqusinesscs $50 00 2 Ce~tificateolOccupaucyonPre-existmgI3uildmg $10000 3 Copy of Certificate of Occupanc5 - $25 4 Updated Co~xilqcate oi Occupancy $5000 5. Tempolaiy £?ertificale o£()ccupancy- Residential $15 t)0, Comlnelcial $15 00 New Constrx~ction: Location of Propel~y: ~.gY'~ House No. Owuer or Owners of P~ope~ly: Suffolk C(~unty Tax Map No 1000, Sectiou Date. Old or Pre-existing Building: ~ Street (check one) Itamlet Subdivision Filed Mai}. IoI: Health Dept. Approval: Plmming Board Approval: Request fbr: Temporary Certificate Fee Sub~mtted: $ 2. ~. 00 2 Unde~vrilers Approval: Final Cel-lificate: t./ (check one) (ppicant Signature 10/07/2008 22:59 6315913098 N/S ELEC INSPECTIONS Nassau Suffolk Electrical Inspections,lac. P.O. BOX 549, Aquebogue, New York + 11931 Tel: 631-591-3097 Fax: 631-591-3098 PAGE 81 Application: 8383 Date: 10/1/08 Issued to: Car~e Address: 2830 Nassau Point Rd Introduced By: First Class I~lectric Village: Cutchogue License #: 3407~ME Risidefltlll COIIl~IiI The followlnl wes examined and approved up to tho above date be in ooml)llance with the NEC: nd found to Attic [] I" Floor [] 2"~ Floor [] 3'd Floor Garage ~oflversion Basement [] Hot Tub Addition Detached Garage ' Pool 4¢, 92 II 2 "14 I Low I I t I I Yes 2 II Pcrmlt~: Section: Block: I,ot: This certificate must not be altered in any manner Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631) 765h9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN O1~' SOUTHOLD CERTIFICATION Building Permit No. (Please print) Plumber: ~O ~ (Please print) I celtify that the solder used in the water supply system contains less than 2/10 of i% lead. Swoln t before me this Notary Publ~ County (Plumbers Signature) FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32420 Z Date OCTOBER 12, 2006 Permission is hereby granted to: JAMES CAt{SE 131 FIFTH AVE APT 204 NEW YORK,NY 10003 for : ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 104 pursuant to application dated OCTOBER Building Inspector to expire on APRIL Fee $ 322.20 2930 NASSAU POINT RD CUTCHOGUE Block 0012 Lot No. 018.004 12, 2006 and approved by the 12, 2008. ORIGINAL Rev. 5/8/02 MARTIN Architects PC, AIA Date: To: From: CC: Project: Via: Transmittal March 15, 2007 Town of Southold Building Department Attn. George Gillen, Inspector Nick Martin James Carse & Jodi Sweetbaum file: 514 21 Proposed Addition/Renovation to: 2830 Nassau Point Rd, Cutchogue, New York S.C.T.M. # 1000-104-12-18.4 Facsimile: (631) 765-9502 & U.S. Mail Dear Mr. Gillen: We have inspected the framing at the above referenced project per your request. This office hereby certifies that the as built & visible framing construction is as specified and satisfactory as per New York State Building Code requirements. Regards, Nicholas I. Martin, AIA 9 North Main Street Suite 2 East Hampton, NY 11937 T. 631-324-9440 F. 631-324-9462 nm@martinarchitects.com Page 1 of 1 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 PEhI:i. ATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION2ND [ ]INS~~/~ [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE 9AFL=t~ INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ] FRAMING/STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSI~JICTION [ [ ] ROUGH PLBG. [ ] INSULATION ~FINAL [ ] FIRE SAFETY INSPECTION DATE INSPECTOR ~ c~ o, ~oo.~_~_ TOWN OF SOUTHOLD BUILDING DEPT. 765- t 802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ~NSULATION [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION INSPECTION ~ROUGH PLBG. REMARKS: [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR ~-~' ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSUL~,TION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION · REMARKS. DATE ~ ~~~--- INSPECTOR '~~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND ~)(~ FRAMING / STRAPPING [ ] FIREPL.~CE & CHIMNEY [ ] RRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS://~,~ /~/~ ~ 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 EM~RKS' ~ ~ ~ ~'~'~'~' 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 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [~,.FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] RRE RESISTANT CONSTRUCTION REMARKS: [ ] FINAL ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION iNSPECTOR ~, -~~-~-~ FIELD INSPECtiON REPORT DATE COMNIENTS ...................................... )'~4t ~ ~,~~. ~~.- :~'~ . ROUGH F~G & INSULATION PER N. Y. ~ ~ITION~ COUNTS Date: To: From: CC: Project: Via: Transmittal MARTIN Architects PC, AIA Town of Southold Building Department Attn. Damon Rallis, Plans Examiner Nick Martin James Came & Jodi Sweetbaum file: 514 21 Proposed Addition/Renovation to: 2830 Nassau Point Rd, Cutchogue, New York S.C.T.M. # 1000-104-12-18.4 Facsimile: (631) 765-9502 & U.S. Mail Dear Mr. Rallis: The existing septic system at the above referenced residence consists of a septic tank and two overflow cesspools with a capacity of more than 1,800 gallons and is in good working condition as stated by Peconic Cesspool at 24 Bray Avenue, Mattituck, NY. This office hereby certifies that the said system is of sufficient size an condition to support the proposed 4 bedrooms and 4 baths. Regards, Nicholas I. n..dj~__g?d~.~.r, king 9 North Main Street Suite 2 East Hampton, NY 11937 T. 631-324-9440 F. 631-324-9462 nm@martinarchitects.com Page 1 of 1 08.31.2006 Town of Southold Building Department Town Hall Southold, NY 11971 James Came 2830 Nassau Point Rd Cutchogue, NY 11935 Re: Proposed Addition/Alteration to residence at above address (S.C.T.M.#1000-104-12-18.4) To whom it may concern: This letter is to verify that Nicholas I. Martin, of Martin Architects PC, AIA, (9 North Main St, Suite 2, East Hampton, N.Y. 11937. Tel # 631 324-9440 has the authority to act as my agent and Architect with regard to the proposed addition and renovation to my residence at 2830 Nassau Point Rd, Cutchogue, New York. Sincerely, ~ Ja~ ' NICOLE RUBIN I~ae/Pueltc, Slate ~f ~Vew Yo~k No. 01RU~ 0752.6 RISER DIAGRAM: SECOND FIRST I I I I I I I I I I I I I I I I I I 03.15.07 ENLARGED OPENING VTR P^RTI^L 1ST FLOOR STRUCTURAL PLAN NOTE: REFER TO SHEET S101 FOR STRUCTURAL KEY CarselSweetbaum MARTIN Architects PC, AIA SK102 Residence Renovation & Addition 9 No~th Main Stceet Cutchogue, NewYork Telephone: 631 324 9440 proJe~#514Anm@madinarchitecls.com ParUal Floor Plan Amendments TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined Approved Disapproved a/c BUILD1NG PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Expiration 2-20 ,20__ Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: ~'~i(J~ Mail APPLICATION FOR BUILDING PERMIT .J Date C~Ol~l~ ]~', 20{~1 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the 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 oftbe 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 Name of owner of premises ~.]~]~C.~ ~ /_.~---12~ (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. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Ma. pNo. 1000 Section Subdivision ~ I;~/~lq (Name) Lot [~'°4 Lot ~ 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy l~--q,I ["~'~"L~ b. Intended use and occupancy Nature of work (check which applicable): New Building_ Repair Removal Demolition Estimated Cost Fee If dwelling, number of dwelling units If garage, number of ears Addition ~ Alteration Other Work (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of Stories Rear Depth 9. Size of lot: Front ~ ...q,tlf, M~ Rear,_~ &lJ~ Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES__ NO__ Will excess fill be removed from premises? YES__ NO__ 14 ~ ~ I~/~I"' I~ · Names of Owner of premises:~.~~Address~Phone No. Name of Architect ~Ilr~FC i~_.gtTdr'] ~'4 Address Phone No~.~~ Name of Contractor Address Phone No. 15 a. ls this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__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. STATE OF NEW YORK) SS: 2~,~'~ ~"~"' being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S).e is the (Contractor, Agent, Co,orate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ~.~day,£f ~e--)t3i-~-~.gt'~Q.. 20~Zk DAVID C. BAKER, JR. Notary Public, State of New York No. 01 BA6036182 Qualified in Suffolk County Commission Expires January 18, 20 ~, Signature of Applicant Permit # Permit Date REScheck Software Version 3.7.3 ComPliance Certificate Project Title: Carse-Sweetbaum Residence Addition/Renovation Repor[ Date: 09/19/06 Data filename: C:~DOCUME~1~ALLUSE-1\DOCUME~1\OFFICE~1\514CAR~1\514210~1.RCK Energy Code: Location: Construction Type: Heating Type: Non-Electric Glazing Area Pementage: 34% Heating Degree Days: 5750 Construction Site: 2830 Nassau Point Rd Cutchogue, NY 11935 New York State Energy Conservation Construction Code Suffolk County, New York Detached 1 or 2 Family Owner/Agent: James Came 2830 Nassau Point Rd Cutchogue, NY 11935 Designer/Contractor: Nick Martin MARTIN Architects, P.C. 9 North Main St, Suite 2 East Hampton, NY 11937 631 324 9440 nm@martinarchitects.com Ceiling 1: Flat Ceiling or Scissor Truss: Ceiling 2: Cathedral Ceiling (no attic): Ceiling 3: Cathedral Ceiling (no attic): Wall 1: Wood Frame, 16" o.c.: Window 1: Wood Frame:Triple Pane: Dcor 1: Glass: Wall 2: Wood Frame, 16" o.c.: Window 2: Wood Frame:Triple Pane: Door 2: Glass: Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space: Floor 2: Ali-Wood Joist/Truss:Over Outside Air: Floor 3: Slab-On-Grade:Heated:, insulation Depth: 3.0' 1252 30.0 0.0 44 148 22.0 0.0 7 952 15,0 0.0 62 640 19.0 0.0 19 205 0.220 45 125 0.220 28 2160 15.0 0.0 119 568 0.220 125 41 0.220 9 1820 25.0 0,0 69 95 30.0 0.0 3 136 10.0 95 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Const ,ruc~~nts. When a Registered Design Professional has stamped and signed this page, they are attesting that to t. he~'~~~lief, and professional judgment, such plans or specifications are in compliance with this Code. ~~' ~? _ CompanyName Date Came-Sweetba~01¥1-R'~dence Addition/Renovation Page 1 of 4 REScheck Software Version 3.7.3 Inspection Checklist Date: 09/19/06 Ceilings: I~ Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Ceiling 2: Cathedral Ceiling (no attic), R-22.0 cavity insulation Comments: [] Ceiling 3: Cathedral Ceiling (no attic), R-15.0 cavity insulation Comments: Above. Grade Walls: Wall 1: Wood Frame, 16" c.c., R-19.0 cavity insulation Comments: Wall 2: Wood Frame, 16" c.c., R-15.0 cavity insulation Comments: _ Windows: Window 1: Wood Frame:Triple Pane, U-factor: 0.220 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Comments: Yes No Window 2: Wood Frame:Triple Pane, U-factor: 0.220 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Comments: Yes __ No Doom: [] Door 1: Glass, U-factor: 0.220 Comments: I~1 Door 2: Glass, U-factor: 0.220 Comments: Floor 1: All-Wood JoistJ'r'russ:Over Unconditioned Space, R-25.0 cavity insulation Floor 2: Ail-Wood Joist/Truss:Over Outside Air, R-30.0 cavity insulation Comments: [] Floor 3: Slab-On-Grade:Heated, 3.0' insulation depth, R-10.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 3.0 ft. OR down to at least the bottom of the slab then horizontally for a total distance of 3.0 ft. Exterior insulation must have a dgid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. Air Leakage: ~1 Joints, penetrations, and all other such openings in the building envelope that am sources of air leakage must be sealed. [] Recessed lights must be 1) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-lC rated, the fixture must be installed with a 3" clearance from insulation. Carse-Sweetbaum Residence Addition/Renovation Page 2 of 4 Vapor Retarder: Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials identification: [~ Materials and equipment must be installed in accordance with the manufacturer's installation instructions. I--I Materials and equipment must be identified so that compliance con be determined. [] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided· [] Insulation R-values and glazing U-factom must be cleady marked on the building plans or specifications. Duct Insulation: ~1 Supply ducts in unconditioned attics or outside the building must be insulated to R-8· [~ Return ducts in unconditioned attics or outside the building must be insulated to R-4. I--I Supply ducts in unconditioned spaces must be insulated to [] Return ducts in unconditioned spaces (except basements) must be insulated to R- I~ Return ducts in unconditioned spaces (except basements) must be insulated to R-2. · Insulation is not required on retum ducts in basements. Duct Construction: [] All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. ExcoptJon: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). I~ The HVAC system must provide a means for balancing air and water systems· Temperature Controls: I~1 Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electdc meters are required for each dwelling unit. Fireplaces: Fireplaces must be installed with tight fitting non-combustible fireplace doors· Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicoble. Service Water Heating: I~ Water heaters with vertical pipe risers must have a heat b'ap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a cimulating system· [] Insulate cimulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is fTom non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. Carse-Sweetbaum Residence Addition/Renovation Page 3 of 4 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low Pmssure/Tempereture 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1,0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Carse~Sweetbaum Residence Addition/Renovation Page 4 of 4 Wo ~o~ ,,% 42 43 htr \ \ ,, / F~JND 1 & 2 STORY FRAME HOUSE p/O S 87'54'20" W / ~ N/O/~ / - ~ou~s¢ Jz COULD 170.00' O OWNED SURVEY OF LOTS 171, 172, 173 AMENDED MAP 51" OF NASSAU POINT .BY NASSAU POINT PROPERTIES, FILE No. 156 FILED AUGUST 16, 1922 SITUA TED A T NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-104-12-18.4 SCALE 1"=20' OCTOBER 3, 2005 & 174. INC. AREA = 60,822.61 .~q. ft. (TO TIE LINE) 1.396 ac. NOTES: 1. THIS PROPERTY IS SHOWN AS LOT 1 ON MINOR SUBDIVISION MAP OF PROPERTY SURVEYED FOR STANLEY & LOUISE GOULD AND APPROVED DY THE TOWN OF SOUTHOLD PLANNING BOARD ON NOVEMBER 22, 1985. 2. THIS PROPERTY IS IN THE R-40 ZONING USE DISTRICT. 3. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS:~ EXISTING CONTOUR LINES ABE SHOWN THUS: so Joseph A. Ingegno Land Surveyor PHONE (631)727-2090 Fex (631)727-1727 Carse/Sweetbaum Residence Renovation & Addition 2830 Nassau Point Road Cutchogue, New York Project # 514 NASSAU POINT ROAD ELEVATION Area Calculations IITEM ;XISTING (S.F.) ~ROPOSED ADDITIONS(S.F ) IBASEMENT (UNFINISHED) L645 X ~~_ IST FLOOR 1818 \ ~95 )-ND FLOOR ;58 RAISED STOOP ~0 tOTAL EXISTING -~476 fOTAL STRUCTURE ADDITIONS ~355 RISER DIAGRAM: ROOF .SECOND BATH # 206 ' ROOF VENT (TYP ) BATH # 2O4 FIRST J3A~H #116 BATH #114 LAUNDRY BATH 109 KITCHEN BASEMENT EX[S__TING SEPTIC LINE UEXlSTING HOUSE TRAP FRESH AIR INTAKE SLOPE TO DRAIN 1/4"/1 '-0" TO SANITARY SEWER MAIN EXISTING SEPTIC LINE EXISTING HOUSE TRAP Drawing List ,HEET TITLE DATE ~000 COVER SHEET 08.18.06 ~001 PLOT PLAN 09.18.06 ~002 WINDOW AND DOOR SCHEDULE 08.18.06 3101 1ST FLQOR DEMOLITION PLAN 10.02.06 :3102 2ND FLOOR DEMQLITION PLAN 10 02 06 &100 BASEMENT LEVEL/FOUNDATION PLAN 08.18.06 &101 FIRST FLOOR PLAN 08.18.06 S101 FIRST FLOOR STRUCTURAL 08 18 06 &102 SECOND FLOOR PLAN 08.18.06 S102 ROOF FRAMING PLAN 08 18.06 A103 ROOF PLAN 08.18.06 A201 EAST & WEST ELEVATIONS 08.18.06 A202 NORTH & SOUTH ELEVATIONS 08.18.06 A301 SECTIONS 08.30.06 A401 SCREENED PORCH WALL SECTIONS 11 10,06 A402 EAST ADDITION/2ND FLOOR WALL SECTIONS 11.10 06 A403 WEST ADDITION WALL SECTIQNS 11.10.06 A500 STRAPPING & NAILING DETAILS 08.30.06 A701 KITCHEN DETAILS 08.18.06 A702 BATH DETAILS 08.18.06 E101 FIRST FLOOR ELECTRICAL 08.18.06 E108 SECOND FLOOR ELECTRICAL 08.18.06 EX100 AS BUILT CELLAR PLAN 09.18.06 EX101 AS BUILT FIRST FLOOR PLAN 09.18.06 EX102 AS BUILT SECOND FLOOR PLAN 09.18.06 EX103 AS BUILT ROOF PLAN 09.18.06 EX201 AS BUILT ELEVATIONS 09.18.06 EX202 AS BUILT ELEVATIONS 09.18.06 EX301 AS BUILT SECTIONS 09.18,06 ISSUANCES 09 18.06 PERMIT 09.18 06 PERMIT 09.18.06 PERMIT O9 18 O6 PERMIT 09.18.06 PERMIT 09 18 06 PERMIT 09.18.06 PERMIT 09.18.06 PERMIT 09.18.06 PERMIT 09.18.06 PERMIT 09,18 06 PERMIT 09.18.06 PERMIT 11.10.06 CLIENT/G C. 11.10.06 CLIENT/G.C, 11.10.06 CLIENT/G.C, 09.18.06 PERMIT 09.18.06 PERMIT 09.18.06 PERMIT 09.18.06 PERMIT 09.18.06 PERMIT 09.18,06 PERMIT 09.18,06 PERMIT 09 18.06 PERMIT LEGEND ~1130,06WESTADDiTiON EXTENSION SITEDATA: Carse/Sweetbau. MARTIN Architects PC, AIA A000 BEMOUTION ZONING: R-40 SITE PLAN BASED ON SURVEY PREPARED BY Residence EXISTING TO REMAIN SETBACKS JOSEPH A INGEGNO, LAND SURVEYOR FRONT: 50' SURVEY DATE: 10/03/2005 Renovation & Addition 9 North Main Street Date: 11/30/06 PROPOSED REAR 50' S C.T.M. #1000-104-12 18.4 PO BOX 2181 File name: 514 31120106 P MASTER ag.mcd ~ -~-- DIRECTION OF FRAMING SIDES (TOTAL) 35' AREA, 60,822.61 SQ. FT. (1.396 ACRES) 2830 Nassau Point Road East Hampton NY, 11937 SIDE (MIN FOR ONE)' 15' ]JlL TECOBONNSCT'ON ACOESSORY SETBACK (REAR ONLY) 10' ALLHARDSO;APE&SOFTSCAPEN.I.C. Cutchogue, NewYork 'k~;~//~/L] /z~k Telephone: 631 3249440 MAX. LOT COVERAGE: 20% SEE JACK D~LASHMET AND ASSOCIATES Project #514 '~' ~ nm@m artinarchitects.com Cover Sheet PROPOSED BEAM/GIRDER EXISTING BEAM/GIRDER KE_NN~-~H 3 MoNAG~4AN N/elF DANIEL HARRIS & ESTHER HARRIS ACCESSORY STRUCTURE SETBACK LINE / / / / / / / / // / / EXISTING HARDSCAPE TO BE REMOVED J EXISTING EXTERIOR SHOWER TO REMAIN I\ EXISTING SEPTIC LOCATION TO BE VERIFIED -:XISTING GARAGE EXISTING LIGHTPOST TO REMAIN -- EXISTING HARDSCAPE , % . PROPOSED CANTILEVERED ADDITION ON CAST IN S 87 ~54'20" W MINIMUM PRINCIPAL BUILIDNG SETBACK 234.90' SUGGESTED PRINCIPAL BUILDING SETBACK LINE ~2r.o" BURIED GAS TANK / / / / / / / / / / / / //I / / / / / / / / PROPOSED DECK / PROPOSED RAISES CONCRETE STOOP / FROPOSED3UB,ED / ELECTRICAL SERVICE PROPOSED METER LOCATION PROPOSED ADDITION / / / PROPOSED SCREENED PORCH /.~ / / / / / / N/elF ~ ~ .... '~ I / ,/ /~3oos Carse/Sweetbaum /,~~\ MARTIN Architects PC, AIA A001 DEMOLITION WEST ADDITION EXTENSION ZONING, R 40 SITE PLAN BASED ON SURVEY PREPARED E EXISTING TO REMAIN SETBACKS JOSEPH A. iNGEGNO, LAND SURVEYOR Residence PROPOSED FRONT. 50' SURVEY DATE: 10/03/2005 Renovation & Addition 9 North Main Street SIDES (TOTAL)' 35' AREA- 60,822 61 SQ. FT. (1,396 ACRES) Pile name: 514 31 $ SIDE (MIN. FOR ONE): 15' 2830 Nassau Point Road>: - ¢ ,~/ ~ Z~East Hampt°n NY'Telephone: 631324119379440 ACCESSORY SETBACK (REAR ONLY) 10' Cutchogue, New York Plot Floor PI MAX LOT COVERAGE: 20% Project #514 "~'-~'~7~:,'~.'~'(o~'/ nm@martinarchitects,com Scale: Nominal Size Glass Frame Details Window Data Mark ~ O Sash Operation ~ ~ ~ Mfr ~odel No. Accessories Comments 002 2'6' 1'5 1/2 ~wning FALSE LINCOLN BASEMENT WINDOW 00~ 2'7' 1'9 1/2 ~wning FALSE LINCOLN BASEMENT WINDOW 00~ 2'7' 1'9 1/2 ~wnin9 FALSE LINCOLN BASEMENT WINDOW 005 2'6' 7 1/2'~ ~wning FALSE LINCOLN BASEMENT WINDOW 006 2'6' 1/2" ~wning FALSE LINCOLN BASEMENT WINDOW 007 2'6' 7 1/2" ~wning ~ FALSE LINCOLN BASEMENT WINDOW P 01 4'01/8' 5'3 3/4" ~i*pa~ing Casement 5'-8"A,F,F,~X6WALL TRUE LOEWEN 3A21216LR P 02 5'3 7/8' 5'3 7/8"~i*pa~ing Casement 5'-8" A.F.F. ~X6 WALL TRUE LOEWEN 3A2 1616 LR P 03 8'11 1/8 5'3 3/4" Sustom ~LS"A.F.F. ~X6WALL TRUE LOEWEN 3A21816LR-CA1 09 P 04 5'3 3/4 5'3 3/4"~i*padng Casement ~'-8" AFF TRUE LOEWEN 3A2 1616 LR P 05 5'33/4 5'3 3/4" ~i-pading Casement 5'-8" AFF TRUE LOEWEN 3A2 1616 LR 101A 2'0 3/8 4'7 7/8" 3asement MATCH DOOR 101 ~X6 WALL TRUE LOEWEN 3A1 0614 F 1016 2'0 3/8" 4'7 7/8" 3~sement MATCH DOOR 101 ~X6 WALL TRUE LOEWEN 3A1 0614 F 105 3'0 1/4" 3'4 1/8" 3asement ,'-8" AFF TRUE LOEWEN 3A1 0910 L EXISITNG R.O. TO BE WIDENED 105A 3'0 1/4" 3'4 1/8" 3asement 6'-8" AFF TRUE LOEWEN 3A1 0910 L EXISITNG R.O. TO BE WIDENED 106 5'11 5/8" 5'3 3/4" ~i-pa~ing Casement SEE WALL DETAILS TRUE LOEWEN 3A2 1816 LR 106A 5'11 5/8" 5'3 3/4" ~i-pa~ing Casement SEE WALL DETAILS TRUE LOEWEN ~A2 1816 LR 107 5'11 5/8" 5'3 3/4" ~i-pa~ing Casement ~EE WALL DETAILS TRUE LOEWEN 3A2 1816 LR 108 8'11 1/8" 5'3 3/4" 3ustom ~EE WALL DETAIL TRUE LOEWEN 3A2 1816 LF-CA1 09' 109 6'11 1/2" 5'3 3/4" 3ustom 6'-8" A,F,F. LOEWEN 3A2 1416 LF-CA1 07' 110 5'11 5/8" 16'5 5/8"9i-pading Casement 6'-8" A.F.F. ~X6 WALL TRUE LOEWEN 3A2 1816 LR 11~ 5'11 5/8" 5'3 7/8" ~i-pading Casement 6'-8" A,F,F, ~X6 WALL TRUE LOEWEN 3A2 1816 LR 116 7'11 1/4" 5'3 3/4" 3ustom MATCH EXISTING FALSE LOEWEN 3A2 1616FF-CA1 081 11~ 11'10 1/2" 5'3 3/4" 3ustom MATCH EXISTING FALSE LOEWEN 3A2 1816FR 118 2'4 3/8" 4'0' 3asement MATCH EXISTING TRUE LOEWEN CA1 0712 R 11g 2'4 3/8" 4'0' Casement MATCH EXISTING TRUE LOEWEN CA1 0712 L 12~ 1 '7 3/4" 1'11 5/8'Oasement FALSE LOEWEN CA1 0506 R 12~ 2'3 5/8" 3'11 1/4'Casement MATCH EXISTING TRUE LOEWEN CA1 0712 R 122 1 '7 3/4" 1 '11 5/8' Casement FALSE LOEWEN CAI 0506 L 12~ 1'7 3/4" 1'11 5/8'Casement FALSE LOEWEN CA1 0506 R 124 5'11 5/8" 3'4 1/8' Bi-pa~ing Casement MATCH EXISTING TRUE LOEWEN ~A2 1810 LR 125 11'101/2" 5'3 3/4' Custom FALSE LOEWEN ;A2 1816LF-CA2 181 20~ 5'3 3/4" 4'7 7/8'Bi-paring Casement TO BE MODIFIED. ALIGI TRUE LOEWEN ;A2 1614 LR 202 7'11 1/4" 4'7 7/8';ustom ~'-10" AFF TRUE LOEWEN ~A2 1614LF-CA1 081 20~ 7'11 1/4' 4'7 7/8'Custom -10" AFF TRUE LOEWEN CA2 1614LF-CA1 081 20~ 7'11 1/4' 4'7 7/8'Custom "-10" AFF TRUE _OEWEN CA2 1614LF-CA1 081 205 2'4 3/8' 4'0~ Casement ~ATCH EXISTING _OEWEN CA1 0712 R 20~ 2'4 3/8' 4'0' Casement ~ATCH EXISTING _OEWEN CA1 0712 L 20~ 2'4 3/8' 3'0 1/4'Casement ~ATCH EXISTING TRUE _OEWEN CA1 0709 R TEMPERED GLASS 20~ 2'4 3/8' 3'0 1/4'Casement ~ATCH EXISTING TRUE LOEWEN CA1 0709 L 20~ 4'7 7/8' 3'4 1/8 B -pa~ing Casement ~ATCH EXISTING iLOEWEN CA2 1410 LR EXISTING R.O. TO BE WIDENED Nominal Size Fire Rating Door Data Mark ~ ~: Door Operation Slab Style ~ ~: ~ co u. c~ v/fr ~lodel No. ~ccessories Comments P 02 3'1 1/8" 6'8 3/8' Swin,q Simple Glass 0 .~X6 WALL 0 _OEWEN rD1 0920 R P 03 6'0 3/4" 6'7 1/2' ISwin,q Bi-pad Glass 0 _~ X 6 WALL 0 .OEWEN :D2 1820 P 03~A 3'1 1/8" 6'8 3/8' !Swin,q Simple Glass 0 _~X6 WALL 0 _OEWEN I'D1 0920 L 10~1 3'7 7/8" 6'7 1/2'3win,q Simple Glass 0 _~ X 6 WALL 0 _OEWEN rD1 1120 R 10~2 3'1 1/8" 6'8 3/8'~win,q Simple Glass 0 .~X6 WALL 0 10~3 6'0 3/4" 6'7 1/2 Zwin,q Bi-pad Glass 0 .~ X 6 WALL 0 FBD 10~A 3'1 1/8" 6'8 3/8 Zwin,q Simple 31ass 0 _~X6 WALL 0 _OEWEN ¥D1 0920 L 10~4 6'0" 6'7 1/2 Zwin,q Bi-pad ~31ass 0 .~ X 6 WALL 0 FBD 10J5 6'0" 6'7 1/2 ~win,q Bi-part Glass 0 0 _OEWEN FD2 1820 11~0 4'8" 6'8 3win,q Bi-part ~olid 0 0 11 1 2'0" 6'8 3win,q Simple ~anel 0 0 11:3 2'0" 6'8" ~win,q Simple ~olid O C 11~5 2'0" 6'8 :~win,q Bi-part ~olid d O 119 2'4' 6'8 ~win,q Simple ~olid 0 O 12!0 2'0' 6'8 ~win,q Simple ~olid C C 12!1 2'8' 6'8 ~win,q Simple ~olid C C 12!2 1'10' 6'8 ~wing Simple Solid £ ¢ 12!3 3'6' 6,8 ~ ~win,q Bi-part Solid ¢ 12!4 3'0" 6'8't ~win,q Bi-part ~olid C 12!5 2'6" 6,6,, ~wing Simple Solid ¢ 12OA 2'0" 6,8,, ~win,q Simple Solid ¢ 120B 4'0" 6,8. 3winFi Bi-par/ Solid ¢ 12J7 2'4" 6'8" 3win,q Simple Solid C 128 2'6' 6'8" Swin,q Simple Solid 1~9 2'0' 6'8" Swin,q Simple Solid 1310 3'0' 6'8" Swin,q Bi-part Solid 13~1 2'4' 6'8" ~ocket Simple =anal EXISTING TO BE REVIEWED 1312 1 '8' 6'8" Swin,q Simple Solid 20H 4'0' 6'8" Swin,q Bi-par[ Solid 2Q12 2'4' 6'8" 3win,q Simple Solid 2~3 2'6' 6'8" Swin,q Simple Solid 2~4 4'0' 6'8" 3wing Bi-pad Solid 2~5 2'8' 6'8" Swin,q Simple Solid 2~6 2'4' 6'8' Swin,q Simple Solid 2(~7 4'0' 6'8' Swin,q Bi-peri Solid 3G8 5'8' 6'8' ~lider Panel LOEWEN 3[38 5'8' 6'8' Slider Panel LOEWEN LEGEND 11.30,06 SITE DATA: Carse/Sweetbaum /'~WESTADDITIONEXTENSION ~~O~. MARTINArchitects PC, AIA A002 DEMOLITION ZONING: R-40 SITrE PLAN BASED ON SURVEY PREPARED BY Residence EXISTING TO REMAIN SETBACKS JOSEPH A. INGEGNO, LAND SURVEYOR FRONT: 50' SURVEY BATE: 10/03/2005 Renovation & Addition 9 No~h Main Street , Date: 11/30/06 R%' PROPOSED REAR: 50' S.C;.T.M. ¢1000-104-12-18,4 PO BOX 21 81 File name: 514 31120106 P MASTER ag.mcd ~----~ DIRECTION OF FRAMING SIDES (TOTAL): 35' AR~EA: 60,822.61 SQ. FT. (1.396 ACRES) 2830 N~ssau Point Road ~ ~ ~ ~ -- East Hampton NY, 11937 JIHL TECO CONNECTION SETBACK 10' ALL HARDSCAPE & SOFTSCAPE N.I.C. MAX. LOT COVERAGE: 20% SEE JACK DE~SHMET AND ASSOCIATES Proje~ ¢514 nm ma inarchitects.com Window and Door Schedules PROPOSED BEAM/GIRDER EXISTING BEAM/GIRDER EXISTING PROPOSED 26' 101/2" 7'-4" 8'-41/2" 5'-4" 5'-0" ,1'-3" FOUNDATION KEYNOTE LEGEND FN1 TYPICAL NEW FOUNDATION WALL 8" C.I.P. FOUNDATION WALL ON 16" WIDE X 8" DEEP CAST IN PLACE FOOTING SET BeT, OF FTC @ 36" MIN. BELOW GRADE FN2; 31/2" DIA. STL TUBE- FILL W/CONCRETE PROVIDE 8" X 8" X 1/2" STL SASE PL W/(4) 1/2" X 12" ANCHOR BOLTS ON 30" X 3O"X 12" P.C FTC W/(3) #5 REBARS EACH WAY FN3:#5 DOWELS @ 12" O C DRILL & EPOXY tNTO EXISTING FOUNDATION WALL (TYP.) FN4: 8" DIAMETER CAST IN PLACE CONCRETE PIER 4' DEPTH, SET BO~I GM @ 36" M[N BELOW WEST ADDITION EXTENSION __ STRUCTURAL KEYNOTE LEGEND G2. G3' G4; G5' G6 G7 G8 GE' DG: H2 H3 H4 H5 F J1 F J2 F J3 DJ1 FJE HP1 C J1 C J2' 2FJ. 3FJ 2C J: 2RR SISTER & THROUGH BOLT (2) 2 X 6 TO EXISTING GIRDER (2) 13/4'r X 51/2" LVL (LOW GIRDER) (2) 13/4" X 71/4" LVL (3) 13/4" X 71/4" LVL (4) I 3/4" X 71/4" LVL FLUSH (3) 2 X 10 ACQ GIRDER (3) 13/4" X 14" LVL FLUSH (2) 13/4" X 16" LVL FLUSH ALTERNATE: 31/8'rx 151/8" ANTHONY 24F GLULAM ARCH GRADE EXISTING GIRDER TO REMAIN INSPECT FOR INTEG RYFY AND REPORT PROBLEMS TO ARCHITECT (2) 2 X 1 [} ACQ DECK GIRDER FLUSH (2) 13/4" X 51/2" LVL HEADER (2) 13/4" X 91/4" LVL HEADER (2) I 3/4" X 117/8" LVL HEADER FLUSH (2) 2X 12 (2) 13/4"X 31/2" LVL HEADER (2) 13/4" X 117/8" LVL RIDGE (2) 2X10 ACQ LEDGER BOLT WITH 3/8" MACHINE BOLTS (2) 2X10 LEDGER. BOLT WITH 3/8" MACHINE BOLTS @ 24" O C MAX: STAGGER BOLTS TOP & BO~IOM TYP. 91/2"AJS 20 @ 16" O.C MAX (2) 13/4" X 51/2" LVL @ 12* O.C MAX 13/4* X 51/2" LVL @ 12" O.C MAX 2XSACQ&16"OC MAX. EXISTING FLOOR JOISTS TO REMAIN INSPECT FOR INTEGRITY AND REPORT PROBLEMS TO ARCHITECT (2) 2X 10 RIP 2X 6 @ 16"O.C MAX 2X6@ 12"O.C MAX {2) FLOOR JOISTS {3) FLOOR JOISTS (2) CEILING JOISTS (2) ROOF RAFTERS CT1 (2) 2 X 4 COLLAR TIES RR1 2X6@12"OG MAX RR2 2X6@16"OC MAX RR3 2 X 8 @ 12" O C. MAX RR4 2X8@16"OC MAX RR5 2X4@16"OC MAX RRE EXISTING ROOF RAPIERS INSPECT FOR INTEGRITY AND REPORT CONDITIONS TO ARCHITECT B1 STRUCTURAL BRIDGING ST: 2 X 4 STRONG TIES OVER CS[LING JOISTS P1 31/2" DIA. STL TUBE NON FINISH GRADE FILL W/CONCRETE TO FOUNDATION P3A TRIPLE JACK POST FROM ABOVE P3 TRIPLE JACK POST SOLID TO STRUCTURE BELOW P4 QUADRUPLE JACK POST SOILD TO STRUCTURE BELOW ALL WINDOW & EXTERIOR DOOR OPENINGS TO RECEIVE (2) 2 X 8 HEADER UNLESS NOTED OTHERWISE MICHAEL GEORGE OF BOISE, INC TO PROVIDE FINAL APROVAL FOR FRAMING AND PROVIDE STIOK COUNT/ORDER WALL BLOCKING HOUSE TRAP ROOF DRAINS TO DRYWELL LOCATION OF DRYWELL TO BE DETERMINED IN FIELD LINE OF 1 ST FLOOR ABOVE 4" RD EXIST. CONC. COVER TO BE REVIEWED L XISTING VENT PIPE TO BE REVIEWED EXISTING SEPTIC LINE OCATION TO BE VERIFIED PITCH GRADE AWAY FROM HOUSE PROPOSED EXISTING TREE O REMAIN / EXISTING STEPS TO B EXIST OAK AREA OF FLOOR TO BE REFRAMED NOTE' RADIANT FLOOR UNDER KITCHEN AREA ONLY (ZONE #3} SCREEN WALL FOUNDATION BYGC. ROOF DRAINS TO DRYWELL LOCATION OF DRYWELL TO SE DETERMINED IN FIELD EXISTING WINDOW TO BE REMOVED FILL OPENING FLUSH TO MATCH EXISTING CONDITIONS EXISTING OIL TANK TO REM ~CRAWL l TYP. OF 3 O PUMP TO REMAIN EXISTING HOSE BIB TO REMAIN _ eOF DRAINS TO DRYWELL LOCATION OF DRYWELL TO SE DETERMINED IN FIELD PROPOSED BURIED GAS TANK -:XTERIOR DECK UNDER POST - ~ - ABANDONED = STAIRTO BEREMOVED GIRDER POCKET EXISTING ELECTRICAL PANELS TO REMAIN STEEL POSTS FROM ABOVE EXISTING SEPTIC LINE J[ S,TI NG E. RNAOE TO O 4" RD CONFIRM CONNEOTIONS EXISTING TO BE REMOVED FILL OPENING FLUSH TO MATCH EXISTING CONDITIONS PROPOSEDSLABONGRADE 5" C.l P SLAB NOTE: RADIANT FLOORING ZeN E#2 MAINIFOLD BOX LOCATION TBD NOTE:DUCTWORK TO BEINSTALLED PRIOR TO SLAB INSTALLATION & OPENING CLOSURES PROPOSED SLAB ON GRADE 5" C I P SLAB NOTE' RADIANT FLOORING ZONE#1 MAINIFOLD BOX LOCATION TBD PROPOSED LARGESTONE SINGLESLABSTOOP (N.IC) 31ON JOINT / ROOF DRAINS TO DRYWELL LOCATION OF DRYWELL TO BE DETERMINED IN FIELD PROPOSED 1" RD ELEOTR)OAL SERVICE TO SE BURIED METER LOCATION AT sTREET T~D~ BLUE SPRUCE LEGEND /%11.38.06 S,TEDATA. SEMOL,TIONcoNNECT,ON WESTADDrr,ONEXTENSlON Carse/$weetbeum MARTI Architects PC, AIA ZONING: R-40 SlTE PLAN BASED ON SURVEY PREPARED BY Residence A1 00 EXISTING TO REMAIN SETBACKS JOSEPH A. INGEGNO, LAND SURVEYOR · -~ ,:-:: PROPOSED FRONT: 50' SURVEY DATE: 10/03/2005 Renovation & Addition 9 North Main Street " ' REAR: 50' S.C.T.M. #1000~104 12 18.4 PO BOX 21 81 Date: 11/30/06 ~ ::~ DIRECTION OF FRAMING SIDES (TOTAL}: 35' AREA: 60,822.61 SQ. FT. {1.396 ACRES} File name: 514 31120106 P MASTER a@mcd SIDE(MIN. FOR ONE):15' 2a30 Nassau Point Road ~ [~ ~X~ East Hampton NY, 11937 JIIILTESO ACCESSORY SETBACK (REAR ONLY) 10' ALL HARDSCAPE & SOFTSCAPE N I.C. Cutchogue, New York Telephone: 631 324 9440 Basement Level/Foundation Plan PROPOSED BEAM/GIRDER MAX LOT COVERAGE: 20% SEE JACK DELASHMET AND ASSOCIATES Projec'[ #514 nm@martinarchitects.com Scale: 1/41' = 1 '-0" EXISTING SEAM/GIRDER STRUCTURALKEYNOTELEGEND G1: SISTER & THROUGH BOLT (2) 2 X 6 TO EXISTING GIRD ER G2: (2) 1 3/4" X 5 1/2" LVL (LOW GIRDER) G3: (2) 1 3/4" X 7 1/4" LVL Ch: (4) 1 3/4" X 7 1/4" LVL FLUSH G6- (3) 2 X 10 ACQ GIRDER CT: (3) 1 3/4" X 14" LVL FLUSH (2} 1 3/4" X 16" LVL FLUSH ALTERNATE 3 1/3" X 15 1/8" ANTHONY 24F GLULAM ARCH GRADE GE: EXISTING GIRDER TO REMAIN INSPECT FOR INTEGRITY AND REPORT PROBLEMS TO ARCHITECT DC: (2) 2 X 10 ACQ DECK GIRDER FLUSH H1 (2) I 3/4"X 5 1/2" LVL HEADER N2 (2) 1 3/4"X 3 1/4" LVL HEADER H3 (2) 1 3/4" X 11 7/8" LVL READER FLUSH H4 (2) 2X12 H5 (2) 13/4" X 31/2" LVL HEADER L1: (2) 2Xl 0 ACQ LEDGER BOLT WITH 3/8" MACHINE BOLTS @ 24" O C MAX STAGGER BOLTS TOP & BO%['OM TYP L2; (2) 2X10 LEDGER- BOLT WFIR 3/8" MACHINE BOLTS @ 24" CC MAX: STAGGER BOLTS TOP & BO%FOM TYP FJ2 (2) 1 3/4" X 5 1/2" LVL @ 12"O C. MAX FJ3 13/4"X51/2"LVL@12"OC MAX DJ1 2 X 8 ACQ & 16"O.C MAX F JR EXISTING FLOOR JOISTS TO REMAIN INSPECT FOR INTEGRITY AND REPORT PR©BLEMS TO ARCHITECT HP1, (2) 2 X 10 HIP CJl: 2 X 6 @ 16"O C. MAX CJ2: 2 X 6 @ 12"O C. MAX 2F J: (2) FLOOR JOISTS 3FJ (3) FLOOR JOISTS 2CJ (2) CEILING JOISTS 2RR: (2) ROOF RAFIERS CT1; (2) 2 X 4 COLLAR TIES RRI: 2X6@12"O.C MAX RR3 2X8@12"OC MAX RR4 2 X 8 @ 16"O C. MAX RR5 2 X 4 @ 16"O C. MAX RRE EXISTING ROOF RAFTERS INSPECT FOR INTEGRITY AND REPORT CONDITIONS TO ARCHITECT El: STRUCTURAL BRIDGING ST, 2 X 4 STRONG TIES OVER CEILING JOISTS PI: 3 1/2" DIA STL TUBE NON FINISH GRADE FILL W/CONCRETE TO FOUNDATION P3A: TRtPLE JACK POST FROM ABOVE P3: TRIPLE JACK POST SOLID TO STRUCTURE BELOW P4: QUADRUPLE JACK POST SO[LD TO STRUCTURE BELOW ALL WINDOW & EXTERIOR DOOR OPENINGS TO RECEIVE (2} 2 X 8 HEADER UNLESS NOTED OTHERWISE MICHAEL GEORGE OF BOISE, INC TO PROVIDE FINAL APROVAL FOR FRAMING AND PROVIDE STICK COUNT/ORDER WALL BLOCKING EACH END EACH END SISTER TO r NOTE AREA TO BE REVIEWED CONT FROM DORMER HEADER CONT. EACH END CONT EACH END EACH END I CONT, LEGEND /~ 11,30.06 SITE DATA: DEMOLITION/lX WESTADDITIONEXTENS'ON Carse/Sweetbaum ., MARTIN Architects PC, AIA S 1 01 ZONING: R-40 SITE PLAN BASED ON SURVEY PREPARED BY Residence /"/,L ':'~'@ \ EXISTING TO REMAIN SETBACKS JOSEPH A. INGEGNO, LAND SURVEYOR I -c i' -- "~ PROPOSED FRONT: 50' SURVEY DATE:lO/03~2005 Renovation & Addition ~-- 9 North Main Street " REAR: 50' S.C.T.M. #1000 104 12-18.4~~j~ PO Box 2181 Date: 11/30/06 <::-- - - ~ DIRECTION OF FRAMING SIDES (TOTAL): 35' AREA: 60,822,61 SQ, FT. (1,396 ACRES) File name: 514 31120106 P MASTER ag.mcd SIDE (MIN. FOR ONE): 15' 2830 Nassau Point Road East Hampton NY, 11937 _JIIIL TECO CONNECT,ON ACCESSORY SETBACK (REAR ONLY) 10' ALL RARDSCAPE & SOFTSCAPE N.I.C. Cutchogue, New York [%/'~'-] ./~ Telephone: 6313249440 1st Floor Level Structural Plans PROPOSED BEAM/GIRDER MAX. LOT COVERAGE: 20% SEE JACK DELASHMET AND ASSOCIATES Project #514~/11 ~ nm@martinarchitects.com Scale: 1/4" = 1'-0" EXISTING BEAM/GIRDER EXIST. OVERHEAD WIRES TO GARAGE TED EXIST. CONC. COVER EXIST]I~ EXISTING EXTERIOR SHOWER TO REMA~ PROPOSED ~-~= EXISTING 3'-10 1/2" ALIGN -- EXISTING LAMPOST ROOF SUPPORT BRACKET (TYP. EACH SIDE) OF SINGLE STONE SLAB N I.C EXISTING CHILDREN'S BEDROOM CATHEDERAL CEILING 6'-10 1/2" SLOPEOLG UP J ~ PACK OUT EXISTING WALL TO ALIGN W/INTERIOR FACE OF PROPOSED ADDITION FRAMING MUD ROOM SLOPE CLG. 3'-9 1/2" AIGN I I I OPOSED I, , ' ; I, ~ :' , : 26'-10 7/2", : I : 28'-6 1/2" - :SANDSET STONE UURB PROPOSED RAISED STOOP 8'-11 1/2": 5/4 X 4 DECIDNG PROPOSED FAUX EARN DOORS EXPANSION JOINT AT EXIST FOUNDAITON INTERSECTION CONTROL JOINT A r KITCHEN CLG HT TED 1D'-5 I/2" II II CLEARANCE TO SE VERIFIED IN FIELD NEW STAIRCASE IN EXISTING LOCATION EXISTING -- FIREPLACE TO BE REVIEWED bSED ADDITION 5'31/2" q 5'-9 1/4" SION JOINTS 12'0" CONTROLJOINT AS NECESSARY PROPOSED RAISES STOOP I SINGLE STONE SLAB PROPOSED I ~ ~,~ CLOSET_ J I FAMILY ROOM ~ COVERED PORCH c~ SOFFIT ABOVE ~ LAUNDRY I''j %' FULL DEPTH CLOSET 10" 4' 2" WALL LOCATION TED CLOSET 10'0" 1/2" BEDROOM 103/4" ALTERNATE: PROPOSED FIREPLACE RAILS E0 DINING ROOM SLOPECLG. LUI ~°1 ~ !N EXISTING ALIGN dl II OPENING ,~, "~ DROPPED CONTROLJOINT AS NECESSARY LINE OF PROPOSED ROOF ABOVE__ DEN EXIST. WINDOW SEAT TO REMAIN EXlSTING--~.-~- PROPOSED PROPOSED BURIED GAS TANK W~ ---- -- q I ELECTRICAL SERVICE TO SE BURIED METER LOCATION AT STREET TED DEMOLITION WEST ADDITION EXTENSION ZONING: R-40 SiTE PLAN BASED ON SURVEY PREPARED By C arse/Sweetbau. ~ .~:~ M J~J~T' J~J Architec[s PC, A IA EXISTING TO REMAIN SETBACKS "OSEPH A. ,NBEGNO, LAND SURVEYOR Residence A 1 0 1 PROPOSED FRONT: 50' SURVEY DATE: 10/03/2005 Renovation & Addition 9 North Main Street DIRECTION OF FRAMING BIDES (TOTAL): 35' AREA: 60,822.61 SQ. FT. (1.396 ACRES) PO Box 2181 Date: 11/30/06 BIDE (MIN. FOR ONE): 15' 2830 Nassau Point Road East Hampton NY, 11937 TECO CONNECTION ACCESSORY SETBACK (REAR ONLY) t0' ALL HARDSCAPE & SOFTSCAPE NJ.C. Cutchogue, New York Telephone: 631 324 9440 PROPOSED BEAM/GIRDER MAX, LOT COVERAGE: 20% SEE JACK DELASHMET AND ASSOCIATES Project #514 1st Floor Plan EXISTING BEAM/GiRDERnm@martinarchitects.com Scale: 1/4" = 1'-0" EXISTING PROPOSED 4" RD A PROPOSED 4" RD EXISTING PROPOSED \ \ LINE OF EXTERIOR WALL BELOW PROPOSED METAL SLOPED ROOF ROOF 4" RD (~VTR (2ND FLOOR) EXISTING SLOPED ROOF EXISTING CHIMNEY TO REMAIN FLAT ROOF I I EXISTING SLOPED ROOF EXISTING SLOPED ROOF REBUILT SLOPED ROOF EXTENDED CRICKEt EXISTING SLOPED ROOF : EXISTING SLOPED ROOF DORMER #1 PROPOSED SLOPED ROOF SLOPED ROOF DO~RMER~¢2 PROPOSED SLOPED ROOF EXISTING SLOPED ROOF DORMER #3 PROPOSED SLOPED ROOF EXISTING SLOPED ROOF__ PROPOSED CHIMNEY PROPOSED METAL ROOF 4" RD LEGEND DEMOLITION EXISTING TO REMAIN PROPOSED DIRECTION OF FRAMING TROD CONNEOTION PROPOSED BEAM/GIRDER SITE DATA: ZONING: R-40 SETBACKS FRONT: 50' REAR: 50' SIDES (TOTAL). 35' SIDE {MIN. FOR ONE): 15' ACCESSORY SETBACK (REAR ONLY) 10' MAX. LOT COVERAGE: 20% SITE PLAN BASED ON SURVEY PREPARED BY JOSEPH A INGEGNO, LAND SURVEYOR SURVEY DATE' 10~03~2005 AREA. 60,822,61 SQ, FT (1.396 ACRES) ALL HARDSCAPE & SOFTSCAPE N.I.C. SEE JACK DELASHMET AND ASSOCIATES Carse/Swe MARTIN Architects PC, AIA Residence I/'?~"~ ..'&\" \ I PO Box 2181 2830 Nassau Point Road I\ ~ ~ J ~' I East Hampton NY, 11937 Cutchogue, NewYork I\~,..~J.,¢'/ I I~ ~ Telephone: 631 3249440 Project #514 ~ j nm@martinarchitects.com A103 Em/~31 120106 P MASTER ag mcd Scale: 1/4" = 1'-0" {~T O' EAST DORMER WALL PLATES T,O EXIST FINISHED 2ND FLOOR 74'9 9/32" T O. ADDITION WALL PLATES TO EXIST FINISHED FIRSTFLOOR 65'5 9732" (~ WEST ELEVATION [£ Y INDOW SIZE 0/26/06 T,O 2ND FLOOR RIDGE ~ UATCH EXIST ~ T O EXrST FI~NISHED 2ND FLOOR 74'9 9/32. ~ TO BE SUBMITTED TO OWNER FOR APPROVAL U2" SSR STANDING SEAM METAL ROOF (SEE SPECS)- COLOR: CHARCOAL GREY CTURAL ASPHALT ROOF {_MATCH EXISTING) IX6 CENTER MATCH PRE STAINED CEDAR SIDING COLOR: CHOCOLATE BROWN OR SIMILAR I~(10 PRE STAINED CEDAR ~?~COLOR TO MATCH SIDING ~INDOW TRIM COLOR TO MATCH SIDING X4 PRE STAINED CEDAR TR M; CQLOR TO MATCH SIDING X PRE STAINED CEDAR FRIEZE, TRIM; COLOR TO MATCH SIDING IRIDGE PLYWOQD PANELS ON ALL NEW SQFFITS I BRACKET lUTTERS & LEADERS; TYPE TBD [EMAIN, INSPECT INTEGRITY AND REPLACE AS NECESSARY 11.30.08 ,~ WEST ADDITION EXTENSION SITE DATA: EAST ELEVATION ZONING, R-40 SETBACKS FRONT; 50' REAR' 50' SIDES (TOTAL). 35' SIDE (MIN. FOR ONE): 15' ACCESSORY SETBACK (REAR ONLY) 10' MAX, LOT COVERAGE: 20% SITE PLAN BASED ON SURVEY PREPARED E JOSEPH A. INGEGNO, LAND SURVEYOR SURVEY DATE: 10/03/2005 S.C,T.M. #1000-104-12-18.4 AREA: 60,822 61 SQ. FT. (1.396 ACRES) Carse/Sweetbaum ~ Residence I "'"" TIN Architects PC, AIA Ren°vati°n&Additi°n I I ~'~'/ I 9 North Main Street PO Box 2181 2830 Nassau Point Road Cutchogue, New York East Hampton NY, 11937 Project#514 ~ [~ Z~ Telephone: 631 3249440 nm@martinarchitects.com 1110806 ES MASTER AG,mcd Scale: 1/4" = 1'-0" EXISTING I ~;~ PROPOSED ~ T° 2NDFLOORRIDGE MATCH EXI~NG EAST DORMER WALL pLATES EXIST. FINISHED 2ND FLOOR {~ ALIGN WITH EXISTING SOU~TH WI~NG (ALTERNATE) WINDOW SIZE 10/26/06 I EXISTING ,"'--APPROXIMATE 'il EXISTING GRADE EXISTING FOUNDATION BELOW PROPOSED (~ SOUTH ELEVATION EXISTING PROPOSED 4OTE: SAMPLES TO BE SUBMITTED TO OWNER FOR APPROVAL D Material :1 --ABRAL 1 1/2" SSR STANDING SEAM METAL ROOF (SEE SPECS}- COLOR: CHARCOAL GREY F2 ~,RCHITECTURAL ASPHALT ROOF (MATCH EXISTINGI F3 IX6 CENTER MATCH PRE STAINED CEDAR SIDING COLOR: CHOCOLATE BROWN OR SIMILAR F4 I Xl0 PRE STAINED CEDAR FASCIA, RAKE BOARDl BOTTOM WINDOW TRIM; COLOR TO MATCH SIDING F5 IX6 PRE STAINED CEDAR FASCIA, RAKE BOARD, BOTTOM WINDOW TRIM; COLOR TO MATCH SIDING F6 IX4 PRE STAINED CEDAR TRIM; COLOR TO MATCH SIDING F7 I X PRE STAINED CEDAR FRIEZE~ TRIM; COLOR TO MATCH SIDING F8 STUCCO F9 ~RECKENRIDGE PLYWOOD PANELS ON ALL NEW SOFFITS FI0 ! X 4 CEDAR BRACKET F11 ~UTTERS & LEADERS; TYPE TBD FE =-XISTING TO REMAIN, ~NSPECT INTEGRITY AND REPLACE AS NECESSARY ~ NORTH ELEVATION FAUX BARN DOORS ON OVERHEAD TRACK I 11,30.06 SITE DATA: A202 Carse/Sweetbaum MARTIN Architects PC, AIA WEST ADDITION EXTENSION ZONING: R~40 SITE PLAN BASED QN SURVEY PREPARED E FRONT: 50' SURVEY DATE: 10/03/2005 Renovation & Addition~ ~ 9 Nodh Main Street REAR, 50' S.C.T.M. ~1000-104-12-18,4 Date: 11/30/06 SIDESIDES(MIN.(TOTAL)'FOR ONE):35' 15' AREA: 60,822.61 SQ. ~. {1.396 ACRES) 2830 Nassau Point Road , '~~ ~~ ~ ; ~ PO BOX 2181 File name: 51431110806 ES MASTER AG.mod AOOESSORYSETBAOK{REARONLY) 10' ~~~ ~ ~ East Hampton NY, 11937 Cutchogue, New York Telephone: 631 324 9440 Elevations MAX. LOT COVERAGE: 20% Project ~514 nm~madinarchitects.com Scale: 1/4" = 1'-0" ~ T+O. EAS· DORMER WALL PLA·ES ~ TO EXIST FINISHED FIRST FLOOR TO EXIST BASEMENT SLAB 5B'2 9/32" PROPOSED EXISTING (~ SIMILAR r-l-] I I GUEST BEDROOM BATH PROPOSED / II SCREENED PORCH FAMILY ROOM EXIST. COLUMN TO REMAIN INSPECT FOR INTEGRITY & REPORT PROBLEMS TO HITECT ~ I EXISTING CELLAR ,', ~1 I ii I, , PROPOSED ADDITION ,, , > ~ i , ' , EXISITING TO BE RENOVATED !; I1' , I , ,I ii ~, EXISTING EXISTING ROOFING TO REMAIN } INSPECT FOR INTEGRITY AND REPORT PROBLEMS TO ARCHITECT (ALTERNATE) ~,-i*! PROPOSED ,,I~ ~,~ :!:EXISITINGTOS, ERENOVATED IIIADDITION ]~ ', i, :: ~ !1 ,: (~ WEST-EAST CROSS SECTION (SOUTH) Ill RIDGE 'A' ~ REFER TO S101 EXISTING GIRDER BEDROOM HALL I1' EXISTING OPENINGS TO REMAIN 3ELLAR ' SOUTH-NORTH SECTION (BEDROOM NW WING) NOTE: EXISTING STRUCTURE Ii II EAST DORMER WALL PLATES T,O EXIST, FINISH ED 2ND FLOOR 74'9 9132" ~ · O EXIST FINISHED FIRST FLOOR ~ 65'59/32" PROPOSED ~ = EXISTING EXISTING ~i~ PROPOSED I ' HVAC CHASE I I BLIND FLASHING AT ALL ROOF/WALL INTERSECTIONS RUN UP WALL 16" MIN, (TYP.) SIMILAR i ; ' ' PROPOSED ADDITI( ,, ;,I , , STUDY III FAMILY ROOM EXISTING CELLAR ::PROPOSED AD[:) T ON '~ (SIMILAR PROPOSEE STING PROPOSED1 IEDROOM I DROPPED CEILNG TO BE REMOVED KITCHEN N D TO FOUD EXISTING CELLAR EXISTIf *EXISITING TO BE RENOVATED PROPOSED PROPOSED CRAWLSPACE I ~_~1 EAST-WEST CROSS SECTION (NORTH) (~ EAST-WEST CROSS SECTION (SOUTH) //~ t t.so.oo S,TED^TA' Carse/Sweetbaum MARTIN Architects PC, AIA WEST ADDITION EXTENSION ZONING: R-40 SITE PLAN BASED ON SURVEY PREPARED E Residence - SETBACKS JOSEPH A. INGEGNO, LAND SURVEYOR FRONT: 50' SURVEY DATE: 10/03/2005 Renovation & Addition 9 Nodh Main Street Date: 11/30/06 REAR: 58' S.C.T.M. #1000-104-12-18.4[ ~, ~-~,=~ , ~ PO BOX 21 81 File name: 514 31110806 ES MASTER AG.mcd SIDESIDES(MIN.(TOTAL):FOR ONE):35' 15' AREA: 60,822.61 SQ. FT. (1.396 ACRES) 2830 Nassau Point Road~\ \ ~ J J ~ ~ East Hampton NY, 11937 ACCESSORY SETBACK (REAR ONLY) 10' Cutchogue, New York Telephone: 631 324 9440 Building Sections MAX. LOT COVERAGE: 20% Project #514 nm@martinarchitects.com Scale: 1/4" -- 1'-0" LVL HEADER PER PLAN 6" X 6" X E" X 1/4" GALVANIZED STEEL 'U BRACKET THROUGH BOLT W/ (4) 1/2" STEEL BOLTS STRUCTURAL POST: SEE STRUCTURAL PLAN SIMPSON CONC ANSHOB PLATE & SIMPSON SADDLE PLATE LEAD COATED CONTINUOUS METAL RAN W/DRIP EDGE O O ~ SCREENED PORCH DETAIL AT STRUCTURAL POST D PANELING R,NG (TYP) )NT LEAD (~ SCREENED PORCH SOUTH WALL AT FOUNDATION SECTION IL SILL TRIM · H SIDES OVER B OVER ULATION )R NOTE REMOVE AS BUILT TOP COURSE OF CMU AS NECESSARY MARINE GRADE DEAD BOARD PANELING OVER 1/2" PLYWOOD SREATHING INTERIOR SIDE OF SCREENED PORCH WALL (2) 2X6 ACC SILL PLATE W/CONT LEAD COATED TERMITE SHIELD ANCHORTOCONC FND WALLW/ 12" ANCHOR BOLT@ 16" O C, FROM CORNERS THROUGH BLOCKING (TYP,) 3/4" EXPANSION JOINT AT FOUNDATION WALL INTERSECTION SOUTH FOUNDATION WALL lX6 PRE STAINED CEDAR S IX6 CENTER MATCH CEDAR SIDING PRE STAINED BOTH SIDES OVER 15# BUILDING FELT OVER 1/2" PLYWOOD SHEATHING OVER 2X6 FRAMING W/SATT INSULATION BETWEEN STUDS 5/4 X 8 X 6" LONG 'TREX' OR SIMILAR BLOCKING PROVIDE 2" GAPS @ 8" O.C CENTER ON WALL STUDS (2) 2X6 ACC SILL PLATE W/CONT LEAD COATED TERMITE SHIELD ANCHOR TO DONG FND. WALL W/ 12" ANCHOR BOLT@ 16" O FROM CORNERS THBOU (TYPO EXTERIOR SIDE OF GAP LEAD COATED CONTINUOUS METAL PAN W/DRIP EDGE UNDER BLOCKING W/DRfR CAP BASEBOARD TBD HOLD OFF SLAB 1/4" MIN PROVIDE CONT, DRIP FLASHING, COUNTER FLASHING, & SEALANT PER WINDOW MFGR, SPECS. (TYP,) NEW 1 X 6 CENTER MATCH CEDAR SIDING PRE STAINED ON BOTH HIDES OVER 15# BUILDING FELT OVER PLYWOOD SHEATHING OVER WOOD FRAMING W/SA~¢ INSULATION BETWEEN STUDS: ADD NEW PLYWOOD SHEATHING, WOOD STUDS, & BATT INSULATION WHERE REQUIRED: THICKNESS & TYPE OF ALL NEW MATERIAL TO MATCH EXISTING (TYPO 1/2" GYPSUM WALL BOARD INTERIOR SIDE GLUED AND SCREWED TO WALL STUDS (TYP.) ~ ALIGN T O. ROOF STRUCTURE W/SOUTH ROOF STRUCTURE AT DEN WOODBASEBOARD SEESPECS NEW FINISH FLOORLNG: SEE FINISH SCHEDULE EXISTING SUBFLODR TO REMAIN EXISTING TOP PLATES ADD R-15 MIN, BATT INSULATION IN EXISTING WALL CAVITY FLUSH FRAME METAL CONNECTORS AT ALL FLUSH FRAME CONNECTIONS (TYP.) PROVIDE BLOCKING IN EXISTING WALL CAVITY BEHIND CEILING JOISTS; SEE STRUCTURAL PLAN W/ R-80 MIN, BATT INSULATION BETWEEN JOISTS HOLD iNSULATION TO BOSOM OF JOISTS TO ALLOW FOR VENTILATION ~T O EXIST FINISHED FIRST FLOOR 65'5 EXISTING FLOOR JOISTS ADD R-19 MINIMUM BATT INSULATION RIGID INSULATION TO UNDERSIDE OF FLOOR JOISTS (TYP) 3/4 EXPANSION JOINT PROVIDE BACKER ROD AND FLEXIBLE SILICONE (TYP AT EXISTING HOUSE INTERSECTION) #5 REBAR @ 18" O C DRILL & EPOXY INTO EXISTING FOUNDATION WALL OR AS NECESSARY HAUNCH SLAB AT EXISTING FOUNDATION WALL EXISTING FOUNDATION WALL INSPEDT FOR INTEGRITY AND REPORT PROBLEMS TO THE ARCHITECT 8 1/2" TYP. MOULDING/CASiNG TBD 5 O/~ST 'iN PLAOE NOIN ARCHITEOTURAL GRADE CONC, SLAB (CAST INI 2 PHASES; RADIANT HEAT TO BE INSTALLED PRIIOR TO 2ND CAST) W/#10X#10 WELDED ~WlBE MESH REINFORCING SET ON 2" SAND BED OVER RUBBERIZED BiO-BARRIER (6 MIL MIlN,) OVER 2" CRUSHED GRAVEL. PITCH SLAB TOWARD EAST SEE CONTROL JOINT LOCATIONS ON PLAN PITCH SLAB TOWARBI EAST WALL AND AWAY FROM HOUSE ANCHOR SLAB TO CONC FND WALL W/#5 IREBAR @ 12" O,O, 5" CAST IN PLACE ARCHIITECTURAL GRADE 3CNa, SLAB W/#10X#10 ~WELDED WIRE MESH REINFORCING SET ON 2'" SAND BED OVER RUBBERIZED BIO-BARBllER OVER 2" CRUSHED GRAVEL, FITCH SLAB TOlWARD EAST WALL & AWAY FROM HOUSE SEE CONTROL JOINT LO'CATION S ON PLAN RADIANT HEAT TUBING @ 8" O,C.. 3EL SPECIFICATIONS (2) #5 REBAR CONT (TYIP.) - [5) #5 REBAR HORIZONT,AL OR AS NECESSARY 1/2" (B-20) RIGID INSULATION UNDERSIDE OF ;LAB & 2'0" MIN, VERTICAL ALONG :OUNDATION WALLS I 2.5 V.I,F. 1 '-8 3/4" V.I.F. I I II ' 'FABBAL 1 1/2" SSR' STANDING SEAM GALVANIZED METAL ROOF SYSTEM OVER #15 LB, BUILDERS FELT OVER 5/8" PLYWOOD OVER SLEEPERS TO ALLOW FOR VENTILATION COLOR' CHARCOAL GRAY #551 SEE SPECS 6" DIAMETER ALUMINUM HALF ROUND GUT%ER TO DOWNSPOUT, SEE SPECS (TYP } UNDERSIDE OF 1 ST FLOOR FASCIA H WING I X 6 CEDAR FASCIA FULLY STAINED ALIGN WITH EXISTNG (TYP.) 1" CONT VENT W/BLACK FIBERGLASS INSECT SCREEN SPRAY PAINT BOTTOM OF FRAMING BLACK BRECKENRIDGE PLYWOOD SOFFIT PANEL PROVIDE CONT DRIP FLASHING, COUNTER FLASHING, & SEALANT PER WINDOW MFGR SPECS (TYP NOTE; REMOVE AS BUILT TOP COURSE OF CMU AS NECESSARY 2X0 MAHOGANY SILL PLATE PENAFIN FINISH .EADCOATEDMETALDOORPANB JNDERALLDOORS(TYP) · 0 SCREENED PORCH FOUNDATION WALL STOOP/STEPS BY JACK DELASHMET AND ASSOCIATES (N LC,) FILL TOP COURSE SOLID (TYP.) NEW 8" CONCRETE FOUNDATION WALL W/2-#5 REBAR REINFORCING @ T O WALL: LOOK WALL ' I ~EW 16"X8" DONa, SPREAD FOOTING ¥/4-#5 REBAR REINFORCING CONT. (~ WALL SECTION AT EAST WALL (WINDOW OPENING) (~ WALL SECTION AT SCREENED PORCH EXISTING WALL INTERSECTION (~ WALL SECTION AT SCREENED PORCH EAST WALL (DOOR) 11,BO,OB S,TEDATA: Carse/Sweetbaum MARTIN Architects PC, AIA WEST ADDITION EXTENSION ZONING: R-40 SITE PLAN BASED ON SURVEY PREPARED E Residence SETBACKS JOSEPH A. INGEGNO, LAND SURVEYOR FRONT: 50' SURVEY DATE: 16/03/2005 Renovation & Addition ~ ~ ~ 9 North Main Street Date: 11/30/06 REAR: 50' S.C.T.M. #1000-104-12-18.4 ~ PO BOX 2181 File name: 514 31110806 ES MASTER AG.mcd SIDES (TOTAL)' 35' AREA: 60,822.61 SQ. FT. (1.396 ACRES) - ~ SIDE (MIN. FOR ONE): 15' 2830 Nassau Point Road East Hampton NY, 11937 ACCESSORY SETBAOK (REAR ONLY) 10' !Cutchogue, NewYork [~ Z~ Telephone: 631 3249440 Screened Porch Wall Sections MAX. LOT COVERAGE: 20% Project #514 nm@martinarchitects.com Scale: 1 1/2" = 1'-0", U.N.O. ALIGN T O ROOF W/T O. EXISTING SOUTH EXTERIOR WALL STUDS SIDING PLYWOOD SHEATHING WALL FELT OVERLAP METAL L FLAB & ROOF FELT ROOF FELT RUN UP WALL 16" MIN. METAL ROOFING ROOF SHEATHING (~ TYPICAL SHED ROOF/WALL INTERSECTION SCALE: 1/2 ACTUAL SIZE II WP, DETAIL I I 12 I ~ 6" DIAMETER ALUMINUM HALF BOUND GUTTER SEE SPEC (TYP.) ~T O ADDITI[3N WALL PLATES ALIGN WITH EXISTING SOUTH WING ~ LJNDERSIDE OF 1 ST FLOOR FASCIA ALIGN WITH EXISTING SOUTH WING STRUCTURAL BRIDGING BETWEEN CEILING JOISTS AND ROOF RAFTERS CEILING JOISTS: SEE STRUCTURAL PLAN W/ R 30 MIN BATT INSULATION BETWEEN JOISTS HOLD INSULATION TO BOTTOM OF JOISTS TO ALLOW FOR VENTILATION POWERLAM HEADER FLUSH FRAME ARCHITECTURAL GRADE BE PROTECTION DURING CONSTRUCTION SEE STRUCTURAL PLAN FOR SiZE 1X6 CENTER MATCH CEDAR SIDING PRE STAINED ON BOTH SIDES OVER 15¢ BUILDING FELT OVER 1/2" PLYWOOD SHEATHING OVER 2X6 WOOD FRAMING W/R-19 BA~ iNSULATION BETWEEN STUDS (TYPICAL ALL NEW 1 ST FLOOR EXTERIOR WALLS (~) NORTH SHED ROOF AT EXISTING WALL DETAIL 'OUR-A-VENT' CONTINUOUS RIDGE VENT SEE SPECS EXISTING ROOFING TO REMAIN MATCH EXISTING VENTING NEW LVL RIDGE BEAM SEE STRUCTURAL PLAN FOR SIZE EXISTING ROOF RAFTERS TO REMAIN ON WEST SIDE ADD R-15 BATT INSULATION & RIGID INSULATION OVER FINISHED AREAS 2 X 4 COLLAR TIES @ 18" SET TOP OF COLLAR TIES UNDER RIDGE VENTING NEW ROOFING OVER 15# BUILDING FELT OVER 1/2" ROOF SHEATHING OVER ROOF RAFTERS PER PLAN, W/RR9 BA~ ISULATiON BETWEEN RAFTERS' HOLD INSULATION TO BOTTOM OF RAFTERS TO ALLOW FOR VENTILATION MATCH EXISTING ROOFING T,O EAST DORMER WALL pLATES 1 X 6 CEDAR FASCIA PRE STAINED BOTH SIDES EAST DORMER WINDOW HEAD HEIGHT 1/2' GYPSUM BOARD OVER 3/4' RIGID INSULATION (TYP, FOR ALL 2ND FLOOR SLOPED CEILINGS) 2.5 ~¢~r~- JENTING 1 '-8 3/4" VIF NEW ROOFING OVER 1 5# BUILDING FELT OVER 1/2" ROOF SHEATHING OVER ROOF RAFTERS PER PLAN W/R-19 BA~ INSULATION BETWEEN RAFTERS: HOLD INSULATION TO BOTTOM OF RAFTERS TO ALLOW FOR VENTILATION: MATCH EXISTING ROOFING ~T.O EXISTING KNEE WALL MATCH -- EXIST. ill ~ ~ UNDERSIDE OF EXIST FASCIA ALIGN W/EXISTING 1 X § QEDAR FASCIA PRESTAINED BOTH SIDES ALIGN WITH EXlSTNG (TYPO NEW 1 X 6 CENTER MATCH PRE STAINED CEDAR SIDING OVER 158 BUILDING FELT OVER PLYWOOD SHEATHING OVER WOOD FRAMING W/BATT INSULATION BETWEEN STUDS: AD[ SHEATHING, WOOD STUDS, & BA1FI' iNSULATION WHERE REQUIRED THICKNESS & TYPE OF ALL NEW MATERIAL TO MATCH EXISTING (TYP) 'FABRAL 1 1/2" SSR' STANDING SEAM GALVANIZED METAL ROOF SYSTEM OVER #15 LB BUILDERS VER 5/8" PLYWOOD OVER SLEEPERS TO ALLOW FOR VENTILATION COLOR: CHARCOAL GRAY #551 SEE SPECS TYP, DETAIL WOOB BASEBOARD (TYPO SEE SPEC CONTINUOUS LVL HEADER SEE STRUCTURAL PLAN CEILING JOISTS SEE STRUCTURAL PLAN W/ R-30 MIN, BATT INSULATrON BETWEEN JOISTS HOLD INSULATION TO 8OTI OM OF JOISTS TO ALLOW FOR VENTILATION STRAPPING AS NECCESARY PROVfDE CUNT DRIP FLASHING, I FLASHING, & SEALANT PER WINDOW MFGR SPECS, (TYP) 7 1/4" V.I.F. POWERLAMHEADERFLUSHFRAME ARCHITECTURALGRADE PROVIDE PROTECTION DURING CONBTRUCTfON SBE STRUCTURAL PLAN FOR SIZE 3 ~/2" DIAMETER STEEL TUBE COLUMN NON FINISH GRADE FILL W/CONCRETE SOLID TO EXISTING FOUNDATION FINISH TBD 2X6 ACQ SILL PLATE W/CUNT,LEAD COATED TERMITE SHIELD (TYP,): OB TO GONG FND WALL W/ 12" AMCHOR BOLT@ 16" THROUGH BLOCKING (TYP,) ANCHOR SLAB TO CONC FND. WALL W/#5 REBAR @ 12" O C STONE FLOORING SET ON MORTAR BEC SEE FINISH SCHEDULE 5" CAST IN PLACE NON ARCHITECTURAL GRADE CONO, SLAB (CAST IN 2 PHASES, BABIANT HEAT TO BE INSTALLED PRtOR TO 2ND CAST) W/#10X#10 WELDED WIRE MESH REINFORCING SET ON 2" SAND BED OVER RUBBERIZED BIO-BARRIER (6 MIL MIN,) OVER 2" CRUSHED GRAVEL PITCH SLAB TOWARD EAST SEE CONTROL JOINT LOCATIONS ON PLAN =S FOAM INSULATION RADIANT HEAT TUBING @ 8" O,C. SEE SPECIFICATIONS 3 1/2" (R-20) RIGID INSULATION UNDERSIDE OF SLAB & 2'0" MIN. VERTICAL ALONG FOUMDATION WALLS ~ !I NEW 8"CONCRETE FOUNDATIONWALL II7~ I WALL, LOCK WALL TO FOOTING WI#5 ~ I I REBAR @ 16" O.C (TYP) ' NEW R6I'xS'' GONG, SPREAD FOOTING W/8-#51 REBAR REINFORCING CONT. EXISTING FLOOR JOISTS - ADD R-22 MINIMUM ACOUSTICAL BA~I' INSULATION HEADER BEYOND SEESTRUCTURALPLAN 3~4" EXPANSION JOINT · PROVIDE BACKER ROD AND FLEXIBLE SILLCONE (TYP AT EXISTING HOUSE INTERSECTION) STONE FLOORING SET ON MORTAR BED OVER 3/4" PLYWOOD SUBFLOOB SCREW & GLUE SUBFLOOR TO FLOOR JOISTS @ 12" O C EACH DIRECTION TO HEDGE AGAINST BUCKLING & SAGGING NEW FLOOR JOISTS W/R-19 LATION, SEE STRUCTURAL PLAN - NEW 1 3/4" X 5 1/2" LVL RIM JOIST RIGID INSULATION TO UNDERSIDE OF FLOOR JOISTS (TYP.) EXISTING FOUNDATION WALL INSPECT FOR INTEGRITY AND REPORT PROBLEMS TO THE ARCHITEQT ~ RIDGE/WALL SECTION AT DORMER (~ WALL SECTION EAST ADDITION EXTERIOR WALL ~....WALL SECTION AT EAST ADDITION/EXISTING EAST WALL //1~11.30.06 SITEDATA: Carse/Sweetbaum MARTIN Architects PC, AIA A402 WEST ABBITION EXTENSION ZONING: R-48 SITE PLAN RASED ON SURVEY PREPARED E Residencs , ~ .~ ~ SETBACKS JOSEPH A. INGEGNO, LAND SURVEYOR I I · '~J _ ! 9 Nodh Main Street Date: 11/30/06 FRONT. 50' SURVEY DATE:10/03/2005 Renovation&Addition ~ [~ ~ ~ ] POBox2181 REAR: 50' S.C,T.M. #1000-104-12-18,4 File name: 514 31110806 ES MASTER AG.mod SIDES (TOTAL): 35'SiUE (MIN. FORONE): 15' AREA: 60,822.61SQ, FT. (1.396 ACRES) 2830 Nassau Point Road ~ [~ z~X East Hampton NY, 11937 ACCESSORY SETBACK (REAR ONLY) 10' Cutchoguel New York Telephone: 631 324 9440 East Addition/2nd Floor Wall Sections MAX. LOT COVERAGE' 20% Project #514 nm@martinarchitects.com Scale: 1 1/2" = 1'-0", U.N.O. >. BLOCKING AT EXISTING/PROPOSED ROOF INTERSECTION EXISTING ROOF RAFTERS CUT BELOW NEW HEADER NEW HEADER SEE STRUCTURAL PLAN ALIGN UNDERSIDE OF NEW CEILING JOISTS W/UNDERSIDE OF EXISTING FLOOR JOISTS NEW ROOFING OVER 15# BUILDING FELT OVER 1/2" ROOF SHEATHING OVER ROOF RAFTERS PER PLAN W/R 19 BATT INSULATION SETWEEN RAFTERS; HOLD INSULATION TO BOTTOM OF RAFTERS TO ALLOW FOR VENTILATION: MATCH EXISTING ROOFING TYP. DETAIL 'FABRAL 1 1/2" SSR' STANDING SEAM GALVANIZED METAL ROOF SYSTEM OVER #15 LB. BUILDERS FELT OVER 5/8" PLYWOOD OVER SLEEPERS TO ALLOW FOR VENTrLATION DOLOR' CHARCOAL GRAY #551 SEE SPECS 1/2" GYPSUM BOARD OVER 3/4" RIGID INSULATION (TYP FOR ALL 2ND FLOOR SLOPED CEILINGS) BLOCKING PROPOSED ROOF BEAM SEE STRUCTURAL PLAN FOR SiZE POSTBEYONB SEESTRUCTURALPLAN WALL SECTION EAST ADDITION EXTERIOR WALL AT REGULAR OVERHANG/ROOF BEAM AT NORTH END EXISTING ASPHALT ROOFING PATCH AND REPAIR AS NECESSARY EXISTING ROOF FELT METAL L FLASHING RUN UNDER ASPHALT ROOFING ROOFSHEATI METAL FLASHING ON ROOF SHEATHING RUN UNDER EXISTING ROOF FELT ROOF FELT OVER NEW ROOF RUN UNDERNEATH EXISTING ROOF FELT (~ WALL SECTION EAST ADDITION/EXISTING HOUSE INTERSECTION (~SIMrLAR NEW CEILING JOISTS PER STRUCTURAL PLAN W/R-30 MIN. BATT INSULATION EXISTING ROOF STRUCTURE & ROOFING TO REMAIN INSPECT FOR INTEGRITY AND REPORT PROBLEMS TO ARCHITECT PROPOSED ROOF BEAM SEE STRUCTURAL PLAN FOR SIZE SISTER 2X8 TO EXlSTNG RIM JOIST PACK OUT WALL AS NECESSARY FOR PLUMB CONDITION AT DROPPED HEADER ~T O ADDITION WALL PLATES ALIGN WITH EXISTING SOUTH WING LVL HEADER SEE STRUCTURAL PLAN FOR SiZE WRAP W/1/2" GYPSUM WALLBOARD 'FABRAL 1 1/2" SSR' STANDING SEAM GALVANIZED METAL ROOF SYSTEM OVER #15 LB. BUILDERS FELT OVER 5/8" PLYWOOD OVER SLEEPERS TO ALLOW FOR VENTILATION COLOR: CHARCOAL GRAY #551 SEE SPECS SISTER 2X4 @ EXTENDED OVERHANG S LEGNTH TO BE TWICE THAT OF OVERHANG 1" CONT VENT W/ SPRAY PAINT BOTTOM OF FRAMING BLACK 6" DFAMETER ALUMINUM HALF ROUND GUTTER TO DOWNSPOUT, SEE SPECS (TYP) 1 X 6 CEDAR FASCrA PRE STAINED BOTH SIDES (TYP.) 3I-0"EXTENDED OVERHANG - SRECKENRIDGE PLYWOOD SOFFIT PANEL PROVIDE CONT. DRIP FLASHING, COUNTER FLASHING, B SEALANT PER WINDOW MFGR. SPECS. (TYP) 2 X 4 CEDAR BRACKET STAJN ENTIRE MSMSER BOLTED (2) 1/4" x 8" LONG LAG BOLT TO WALL FRAMING AT EACH BRACKET PROVrDE BLOCKING BEHIND BRACKET/WALL INTERSECTION 2 - 2X10 ACQ LEDGER BOARDS BOLTED INTO EXISTING RIM JOIST W/1/2" MACHINE BOLTS @ 16" O C STAGGERED TOP & BOSOM I'1 RIGID INSULATION TO UNDERSIDE OF FLOOR JOISTS (TYP.) EXISTING FOUNDATION WALL INSPECT FOR INTEGRITY AND REPORT PROBLEMS TO TBS ARCHITECT WALL SECTION EAST ADDITION/EXISTING HOUSE INTERSECTION WOOD BASEBOARD SEE SPECS 3/4" PLYWOOD SUBFLOOR GLUED & SCREWED TO FLOOR JOISTS PER STRUCTURAL PLAN W/R 30 MIN BATT INSULATION Il' 31/2" MIN. THrCKNESS RIGID INSULATION UNDER FLOOR JOISTS WITH VAPOR BARRIER & 3/4' CDX EXTERIOR GRADE PLYWOOD SHEATHING STOOP/STEPS BY JACK DELASHMET AND ASSOCIATES (NJ.C) ACQ GIRDER PER FOUNDATION PLAN W/SIMPSON CONC. ANCHOR PLATE & SIMPSON SADDLE PLATE GRADE FILL THIS AREA SEE JACK DELASHMBT AND 'i ~ ASSOCIATES LiNE OF EXISTING GRADE 8' DIAMETER CAST rN PLACE CONCRETE PIER 4' DEPTH, SET Bo%roM BELOW FROST LINE (~ WALL SECTION AT WEST ADDITION EXTERIOR WALL AT EXTENDED OVERHANG ,/~ 11.30-06 SITED ATA: WESTA[~D'T'ONEXTENS,ON ZON,NG: R-40 S'TEPL~NSASEDONSURVEYPREPAREBE Carse/Sweetbaum MARTIN Architects PC, AIA A403 SETBACKS JOSEPH A, INGEGNO, LAND SURVEYOR Residence FRONT: 50' SURVEY DATE: 10,03/2005 Relnovation & Addition f~ ~;~% '~ 9 No~h Main Street REAR' 50' S.C.T.M. ¢1000~ 104-12-18.4 SIDES(TOTAL,:35' AREA: 60,"'2."' SQ. FT<I.3,,ACRES) , ~ e~ ,/ POBox2181 Date:Il/30/06 S lDE(MIN. FORONE):15' 28,0Nassau Point Road %~/--' '-- ~ ~ east H ampto~ NY. 11937 Fi lename:51431110806ESMASTERAG.mcd ACCESSORY SETBACK (REAR ONLY) 10' MAX. LOT COVERAGE: 20% Cutchogue, New York Telephone: 631 324 9440 West Addition Wall Sections Project ¢514 nm~martinarchitects.com Scale: 1 1/2"= 1'-0", U,N.O. Carse/Sweetbaum Residence Renovation & Addition 2830 Nassau Point Road Cutchogue, New York Project # 514 NASSAU POINT ROAD ELEVATION I' ITEM BASEMENT (UNFINISHED) 1ST FLOOR SCREENED PORCH 2ND FLOOR ~ISTING (S.F.) 818 ]58 $11111511111511111"111151111 1111111151111151111I =ROPOSED ADDITIONS(S.F.) t95 DECKS AISED STOOP ~.476 TOTAL EXISTING TOTAL STRUCTURE ADDITIONS 1355 RISER DIAGRAM: ROOF SECOND FIRST BASEMENT TUB BATH # 206 ROOF VENT (TYP..) BATH # 204 BATH #116 EXISTING SEPTIC LINE EXISTING HOUSE TRAP FRESHAIR INTAKE SLOPETO DRAIN 1/4 / 1-0 TO SANITARY SEWER MAIN BATH 109 KITCHEN EXISTING SEPTIC LINE EXISTING HOUSE TRAP SHEET TITLE DATE ISSUANCES ~000 ~001 D101 D102 ~100 M01 S101 ~102 S102 A103 A201 A202 A301 A401 A402 A403 ASO0 A701 A702 E101 E102 COVER SHEET PLOT pLAN WINDOW AND DOOR SCHEDULE 1ST FLOOR DEMOLITION PLAN 2ND FLOOR DEMOLITION PLAN BASEMENT LEVEL/FOUNDATION PLAN FIRST FLOOR PLAN FIRST FLOOR STRUCTURAL SECOND FLOOR PLAN ROOF FRAMING PLAN ROOF PLAN EAST & WEST ELEVATIONS NORTH & SOUTH ELEVATIONS SECTIONS SCREENED PORCH WALL SECTIONS EAST ADDITION/2ND FLOOR WALL SECTIONS WEST ADDITION WALL SECTIONS STRAPPING & NAILING DETAILS KITCHEN DETAILS BATH DETAILS FIRST FLOOR ELECTRICAL SECOND FLOOR ELECTRICAL AS BUILT CELLAR PLAN AS BUILT FIRST FLOOR PLAN AS BUILT SECOND FLOOR PLAN AS BUILT ROOF PLAN AS BUILT ELEVATIONS AS BUILT ELEVATIONS AS BUILT SECTIONS 09.18.06 08.18,06 10.02.06 10.02.06 08.18.06 08.18.06 08,18.06 08.18.06 08.18.06 08.18.06 08.18,06 08.18.06 08,30.06 08.30,06 08,18.06 08.18.06 08.18.06 08.18.06 09.18,06 09.18.06 09.18.06 09.18.06 09.18.06 09.18,06 09.18.06 PERMIT 03.02.07 UPDATED BLDG. DEPT SET 09.18.06 PERMIT 09.18.06 PERMIT 03.02.07 UPDATED BLDG. DEPT SET 03,02,07 UPDATED BLDG. DEPT SET 03.02.07 UPDATED BLDG. DEPT SET 03.02.07 UPDATED BLDG. DEPT SET 03,02~07 UPDATED BLDG. DEPT SET 03.02.07 UPDATED BLDG, DEPT SET 03.02.07 UPDATED SLDG, DEPT SET 03.02,07 UPDATED BLDG. DEPT SET 03.02.07 UPDATED BLDG. DEPT SET 11.10.06 CLIENT/G.C. 03.02.07 UPDATED BLDG, DEPT SET 09.18.06 PERMIT 09,18,06 PERMIT 09.18.06 PERMIT 09.18.06 PERMIT 09,18,06 PERMIT 09.18.06 PERMIT 09.18,06 PERMIT 09,18.06 PERMIT LEGEND____ A11.30.68WESTADDITION EXTENSION SITEDATA: Carse/Sweetbaum MARTIN Architects PC, AIA A000 DEMOLITION ZONING: R-40 SITE PLAN BASED ON SURVEY PREPARED BY Residence EXISTING TO REMAIN 61,18,07 SETBACKS JOSEPH A, INGEGNO, LAND SURVEYOR PORCH FIREPLACE FRONT: 50' SURVEY DATE: 10103/2005 Renovation & Addition 9 North Main Street Date: 2~28~07 ~ PROPOSED ' PORCH CEILING REAR: 50' S.C.T.M. #1006-104-12-18,4 PO BOX 2181 FIre name: 514 31011907 P MASTER ag.mcd ~:----~- DIRECTION OF FRAMING LIGHTING PLAN SIDES (TOTAL): 35' AREA; 60,822.61 SQ. FT. (1.396 ACRES} 2830 Nassau Point Road East Hampton NY, 11937 SIDE(MIN. FOR ONE):15' Cutchogue, NewYork [~ /~x Telephone: 631 3249440 ~J[LL TECO CONNECTION ACCESSORY SETBACK (REAR ONLY} 10' ALL HARDSCAPE & SOFTSCAPE N.I.C. Cover Sheet MAX. LOT COVERAGE: 20% SEE JACK DELASHMET AND ASSOCIATES Project #514 ~ nm@martinarchitects.com PROPOSED SEAM/GIRDER EXISTINa BEAM/GIRDER 02,22.07 · 02.22.97 . STRUCTURAL KEYNOTE LEGEND ~!2~X~R~T E IS IN G D R Gl: SISTER.&, THROUGH BOLT (2)2 (2) 1 314" X 7 1/4" LVL G4: (3) t 314" X 7 1/4" LVL G6: (3) 2 X 10 ACQ GIRDER ~HONY 24F GLULAM ARCH GRADE EXISTING GIRDER TO REMAIN INSPECT FOR INTEGRITY AND REPORT PROBLEMS TO ARCHITECT (2) 2 X 10 ACQ DECK GIRDER FLUSH H2: (2) 1 3/4" X 9 1/4" LVL HEADER H3: (2) ~ 3/4" X t I 7/8" LVL HEADER FLUSH H4: (2) 2X12 H5* (2} 1 3t4" X 3 1/2" LVL HEADER RI: (2) 1 3/4" X 11 7/8" LVL RIDGE (2) 2X10 ACQ LEDGER: BOLT WITH 318" MACHINE BOLTS @ 24' C.C. MAX: STAGGER BOLTS TOP & BOTfOM TYP L2'(2) 2X10 LEDGER: BOLT WITH 3/8" MACHINE BOLTS @ 24" O.C MAX: STAGGER BOLTS TOP & EOTTOM F J3:: 1 3/4" X 51/2" LVL @ 12" C.C. MAX DJ1' 2 X 8 ACQ & 18" C.C. MAX. FJE: EXISTING FLOOR JOISTS TO REMAIN INSPECT FOR INTEGRITY AND REPORT PROBLEMS TO ARCHITECT CJI' 2 X6 @ 16"O C, MAX CJ2h 2X 6@ 12~ C.C. MAX 2F J:: (2) FLOOR JOISTS 3FJ (31 FLOOR JOISTS 2C,~' (2) CEILING JOISTS 2RR: (2) ROOF RAFTERS CT1' (2) 2 X 4 COLLAR TIES RRlh 2X6 @ 12" C.C. MAX ~ WALL BLOCKING EACH END EXISTING PROPOSED PROPOSED EACH ENDI EACH END EXISTING~--~ PROPOSED EXISTING % NOTE: AREA TO BE REVIEWED CATHEDRAL CEILING NO CEILING JOISTS EACH END CONT. CONT. CONT, EACH END EACH END CONT. VTR EXISTING I PROPOSED l,,3O,0E SITE DATA:_ CarselSweetbaum MARTIN Architects PC, AIA S 1 01 LEGEND ~ WEST ADDITION EXTENSION DEMOLITION ZONING: R~,0 SITE PLAN BASED ON SURVEY PREPARED BY Residence EXISTING TO REMAIN 01,18.07 SETBACKS JOSEPH A. INIGEGNO, LAND SURVEYOR Renovation & Additi~on 9 North Main Street PORCH FIREPLACE FRONT: 50' SURVEY DATIE: 10/03/2005 Date: 2120/07 ~J~Jmm~ PROPOSED PORCH CEILING REAR: 50' S.C.T.M. #10010-104-12-18.4 PO BOX 2181 File name: 514 31011907 P MASTER ag,mcd LIGHTING PLAN SIDES(TOTAL):35' AREA: 60,822.61SQ. FT. (1.396 ACRES) 2830 Nassau Point Road East Hampton NY, 11937 ~=---~- DIRECTION OF FRAMING S~DE (MIN. FOR ONE: 15' Cutchogue, New York ~"~/r~ ~ Telephone: 631 324 9440 I st Floor Level Structural Plans ~ SETBACK ONLY 10 ALL HARDSCC, PE & SOFTSCAPE N.I.C. ACCESSORYMAx. LOT COVERAGE: 20%(REAR SEE JACK DELASHMET AND ASSOCIATES Project #514X~/U ~ nm@martinarchitects.com Scale: 1/4" = 1'-0" TECO CONNECTION PROPOSED BEAM/GIRDER -- -- -- EXISTING BEAM/GIRDER I EXISTING ~XIST. OVERHEAD WIRES TO GARAGE TBD EXIST. CONC. COVER EXISTING LAMPOST ROOF SUPPORT BRACKET (TYP. EACH SIDE) SEE ELEVATIONS FOR MAT~IAL __ DP SINGLE STONE SLA~ N,I.C EXISTING PROPOSED CLOSET WALL REMOVED CHILDREN'S BEDROOM CATHEDERAL CEILING EXISTING EXTERIOR SHOWER TO REM/~ 6'-10 1/2" 5'-5 1/2" I PROPOSED =:= 3'-10 1/2" ALIGN SLOPE CLG. UP I PACK OUT EXISTING WALL TO ALIGN W/INTERIOR FACE OF PROPOSED ADDITION FRAMING MUD ROOM SLOPE CLG. CLOSET 3'-§" c~. 01 18.07 ~ 3'-1" DOOR LOCATION 3 BEDROOM 3'-10" 8'-11 1/2' EXISTING eEL.-1'-~" ~ I 5'-10" .~ PROPOSED FAUX BARN DOORS PLAYROOM BATH OPENTO Ii /~ ~ ~OVE 'CLOSETREMOVEDFROM 'PROJECT SCOPE EXPANSION JOINT AT EXIST. FOUNDAITON INTERSECTION KITCHEN CLG HT, TOD DINING ROOM CLEARANCE TO , EXISTING STAIR TO BE REPAIRED IN KIND 5'-9 114" L q EXPANSION JOINTS 1250" CLOSETREMOVED AS NECESSARY · DOOR CONFIGURATION ~ MODIFICATION STOOP (N I.D ) ELECTRICAL SERVICE TO BE eURIED METER LOCATION AT sTREET TBD .C. ~ DROPPED LAUNDRY (~LOSET FAMILY ROOM ' SOFFIT ABOVE FULL DEPTH CLOSET WALL LOCATION TBD 01.18.07 FREESTANDING PREFABRICATED FIREPLACE ANGLE FLUE AS REQUIRED TO LOCATION SHOWN ON 2ND FLOOR WIDEN EXISTING OPENING DEN I o, EXIST. WINDOW I o, I m SEAT TO REMAIN I ~ PROPOSED BURIED GAS TANK COVERED PORCH REMOVE CELING JOISTS SLOPE CLG. UP CONTROLJOrNT AS NECESSARY :EL.-I~" LINE OF PROPOSED ~ ROOFABOVE 3/4" EXPANSION JOINT EXISTING~ PROPOSED 3'4" LEGEND ~ 11.30.06 SITE DATA: DEMOLIT'ON/'~ WESTADDITIONEXTENS]ON Carse/Sweetbaum MARTINArchitectsPC, AIA A101 ~ A ZONING: R-40 SITE PLAN BASED ON SURVEY PREPARED BY Residence EXIST[NB TO REMAIN 01.18.07 SETBACKS JOSEPH A. I NGEGNO, LAND SURVEYOR PORCH FIREPLACE ~J~ PROPOSED PORCH CEILING FRONT: 50' SURVEY DATE: 10/03/2005 Renovation & Addition 9 North Main Street REAR: 5O' S,C,T.M. #1000-104-12-18.4 PO Box 2181 Date: 2/28/07 ~---- ~ DIRECTION OF FRAMING LIGHTING PLAN SIDES (TOTAL): 35' AREA: 601822 61 SQ. FT. (1.396 ACRES) File name: 514 31011 g07 P MASTER ag.mcd ~ SIDE (MIN FOR ONE): 15' 2830 Nassau Point Road East Hampton NY, 11937 TECO CONNECTION ACCESSORY SETBACK (REAR ONLY) 10' ALL HARDSCAPE & SOFTSCAPE N I.C. Cutchogue, New York ~ //~ Telephone: 631 324 9440 1 st Floor Plan PROPOSED BEAM/GIRDER MAX. LOT COVERAGE: 20% SEE JACK DELASHMET AND ASSOCIATES Project #514,--,~ ,.--, ~ nm@martinarchitects.com Scale: 1/4" = 1'-0" EXISTING BEAM/GIRDER STRUCTURAL KEYNOTE LEGEND Gl SISTER & THROUGH BOLT (2) 2 X 6 TO EX[STING GIRDER G2' (2) 1 3/4" X 5 1/2" LVL (LOW GIRDER) (4) 1 3/4' X 7 114" LVL FLUSH GB: (3} 2 X 10 ACQ GIRDER GT' (3) 1 3/4" X 14" LVL FLUSH G8' (2) 1 3/4" X 1§" LVL FLUSH ALTERNATE: 3 118" X 15 1/8" ANTHONY 24F GLUE.AM ARCH GRADE GE: EXISTING GIRDER TO REMAIN INSPECT FOR INTEGRITY AND REPORT PROSLEMS TO ARCHITECT DG (2) 2 X 10 ACQ DECK GIRDER FLUSH (2) 1 3/4" X 5 1~" LVL HEADER H2: (2) 1 3/4" X 9 1/4" LVL HEADER H3: (@ 1 3/8" X 11 7/8" LVL HEADER FLUSH H4' (2)2X 12 H5 (2) 1 3/4" X 3 1/2" LVL HEADER RI' (2) 1 3/4" X 11 ?/8' LVL RIDGE LI: (2) 2X f 0 ACQ LEDGER: BOLT WITH 3/8" MACHINE BOLTS ~ 24" O C MAX: STAGGER BOLTS TOP & BOTFOM TYP. L2 (2) 2Xl 0 LEDGER: BOLT WITH 3/8' MACHINE BOLTS @ 24" O C MAX: STAGGER BOLTS TOP & BO~Fi-O M TYP DJ1: 2 X 8ACQ & 16' C.C. MAX FJE: EXISTING FLOOR JOISTS TO REMAIN iNSPECT FOR INTEGRITY AND REPORT PROBLEMS TO ARCHITECT EPI (3)2X 8 HIP CJI: 2 X 6 @ 16" C.C. MAX C J2 2 X § @ 12" C.C. MAX 2FJ' (2) FLOOR JOISTS 3FJ (3) FLOOR JOISTS 2CJ. (2) CEILING JOISTS 2HR: (2) ROOF RAFTERS CT1* (2) 2 X 4 COLLAR TIES HR2: 2X6@16"O*C MAN HR3* 2 X 8 @ 12'O C. MAX HR4:2 X 8 @ IS" C.C. MAX RRS' 2X4 @ 1§" O.C.M~X RRE EXISTING ROOF RAFTERS INSPECT FOR INTEGRITY AND REPORT CONDITIONS TO ARCHITECT BI' STRUCTURAL BRIDGING ST 2 X 4 STRONG TIES OVER CEILING JOISTS 5"X3" STL TUBE COLUMN NON FINISH GRADE SOLID TO FOUNDATION WALL BELOW P3A TRIPLE JACK POST A~OVE TRIPLE JACK POST SOLID TO STRUCTURE BELOW P4: QUADRUPLE JACK POST SOILD TO STRUCTURE BELOW ALL WINDOW & EXTERIOR DOOR OPENINGS TO RECEIVE (2) 2 X 8 HEADER UNLESS NOTED OTHERWISE MICHAEL GEORGE OF BO]SE, INC* TO PROVIDE FINAL APROVAL FOR FRAMING AND PROVIDE STICK COUNT/ORDER ~ WALLBLOC~NG %'-% PROPOSED \ \ \ LINE OF EXTERIOR WALL BELOW PROPOSED SHOWER CONTROL LOCATION EXISTING PROPOSED [~[ABOVE- , III PROPOSED [3 BLOCKING FOR FUTURE CHIMNEY REMOVED [EXPOSED ABOVE ROOF SEE ELEVATIONS VTR .................................................... iE-__~ ........................ PROPOSED ,. WESTADDITION'I'30'08 EXTENSION Carse/Sweetbaum MARTIN Architects PC, AIA S 102 LEGEND. A SITE DATA: ---- DEMOLITION ZONING: R~IO SiTE pLAN EASED ON SURVEY PREPARED SY Residence REMAIN A 01.18.07 SETBACKS JOSEPH A, INGEGNO, LAND SURVEYOR Renovation & Addition 9 North Main Street EXISTING TO PORCH FIREPLACE FRONT: 50' SURVEY DATE: 10/03/2005 PO BOX 2181 Date:File name:2J28/07514 31011907 P MASTER ag.mcd ~ PROPOSED PORCH CEILING REAR: 50' S.C.T.M. #1000-104-12-18,4 .~r---~ DIRECTION OF FRAMING LIGHTING PLAN SIDES (TOTAL). 35' AREA: 60,822.61 SQ. FT. (1.396 ACRES) 2830 Nassau Point Road East Hampton NY, 11937 SIDE (MIN. FOR ONE): 15' Cutchogue, NewYork ~ ~ Telephone: 6313249440 2nd Floor Level Structural Plans .JIIIL nco CONNECTION ACCESSORY SETBACK (REAR ONLY) 10' ALL HARDSCAPE & SOFTSCAPE N.I.C. Project #514XZJU ~ nm@martinarchitects.com MAX. LOT COVERAGE: 2(3% SEE JACK DELASHMET AND ASSOCIATES Scale: 1/4" = 1'-0" PROPOSED BEAM/GIRDER EXISTING BEAM/GIRDER PROPOSED ,I. LINE O~ CXISTING PROPOSED r ~1~- ~ EXTERIOR WALL BELOW EXISTING SLOPED ROOF BATH SL. DLG. PROPOSED METAL' BLOPED ROOF m SL. CLG. EXISTING FLAT ROOF TO REMAIN _ CEILING HEIGHT LESS THAN 9'-8" IN ALL HATCHED AREAS ALTERNATE: OLLAR TiES ALTERNATE: COLLAR TIES O MTn 01.18.07 EXPOSED STAINLESS STEEL FLUE TO CODE FROM FIREBOX EXISTING HALL PROPOSED SL PROPOSED DORMER#1 ..... MASTER BEDROOM CLOSET PROPOSED PROPOSED BELOW DORMER #2 STUDY OPEN SHELVES _ SL, CLG. PROPOSED "~ -- -- - DORMER #3 GUEST BEDROOM PROPOSER SLOPEDROOF I PROPOSED ' ANGLE FLUE TO CODE · FROM FIREPLACE BELOW ~EG~ND A 1' m30m06 ~'TE DATA: MARTIN A 1 02 ---- DEMOL,T,ON WESTADDITIONEXTENSlON CarselSweetbaum Architects PC, AIA -- A ZONING: R~0 SITE pLAN BASED ON SURVEY PREPARED BY Residence EXISTING TO REMAIN 01.18.07 SETBACKS JOSEPH A. INGEGNO, LAND SURVEYOR PORCH FIREPLACE FRONT: 50' SURVEY DATE: 10103/2005 Renovation & Addition 9 North Main Street Date: 2/28/07 ~ PROPOSED PORCH CEILING REAR: 50' S.C.T.M, #1000-104-12-18,4 PO BOX 2181 File name: 514 31011907 P MASTER ag,mcd ,.m~r---~ DIRECTION OF FRAMING LIGHTING PLAN aIDES (TOTAL): 35' AREA: 60,822.61 SQ. FT. (1.396 ACRES) 2830 Nassau Point Road East Hampton NY, 11937 _JJL~ SIDE (MIN. FOR ONE): 1§' Z~ TECO CONNECTION ACCESSORY SETBACK (REAR ONLY) 10' ALL HARDSCAPE & SOFTSCAPE N.I.C. Cutchogue, New York [~ Telephone: 631 324 9440 2nd Floor Plan PROPOSED BEAM/GIRDER MAX. LOT COVERAGE: 20% BEE JACK DELASHMET AND ASSOCIATES Project #514 nm@martinarchitects.com Scale: 1/4" = 1'-0" EXISTING BEAM/GIRDER EXISTING PROPOSED 4" RD 4" RD EXISTING LINE OF EXTERIOR WALL BELOW 4" RD PROPOSED 4" RD PROPOSED PROPOSED METAL SLOPED ROOF 4" RD PROPOSED METAL SLOPED ROOF (2ND FLOOR) ROOF EXISTING SLOPED ROOF EXISTING CHIMNEY TO REMAIN EXISTING SLOPED ROOF 4" RD EXISTING SLOPED ROOF EXISTING REBUILT SLOPED ROOF SLOPED ROOF EXTENDED CRICKET TO BE REVIEWED WITH ARCHITECT EXISTING SLOPEDROOF PROPOSED SLOPEDROOF PROPOSED SLOPEDROOF PROPOSED SLOPED ROOF PROPOSED METAL 4" RD 4" RD O VTR EXPOSED STAINLESS STEEL , CONNECT TO ROOF STRUCTURE WITH MANUFACTURER PROVIDED ' BRACING NIT TO CODE , COLOR TO BE BLACK SPECIFICATIONS TO BE COORDINATED 'WITH FIREPLACE DEALER LEGEND //~ 11.30.06 SITE DATA: WEST ADDITION EXTENSION ---- DEMOL,T,OB CarselSweetbaum MARTIN Architects PC, AIA A103 EX~STING TO REMAIN A 01,18,07 ZONING: R-40 SITE PLAN BASED ON SURVEY PREPARED BY PORCH FIREPLACE SETBACKS JOSEPH A. INGEGNO, LAND SURVEYOR Residence ~ PROPOSED ' ' PORCH CEILING FRONT: 50' SURVEY DATE: 10/03/2005 Renovation & Addition 9 North Main Street Date: 2~28~07 REAR: 50' S.C.T.M. #1000-104-12-t8.4 PO Box 2181 · ~--- ~,- DIRECTION OF FRAMING LIGHTING PLAN SIDES (TOTAL): 39* AREA; 60,822.61 SQ. FT. (1.396 ACRES) File name: 514 31011907 P MASTER ag.mcd SIDE (MIN. FOR ONE): 15' 2830 Nassau Point Road East Hampton NY, 11937 ._~lllL_ TECO CONNECTION ACCESSORY SETBACK (REAR ONLY) 10' ALL HARDSCAPE & SOFTSCAPE N.I.C. Cutchogue, NewYork['~/'~'-I ,~ Telephone: 631 324 9440 Roof Plan PROPOSED BEAM/BIRDER MAX LOT COVERAGE: 20% SEE JACK DELASHMET AND ASSOCIATES Project #514 ~./'1 I ~ nm@martinarchitects.com Scale: 1/4" = 1'-0" EXISTING BEAM/GIRDER T,O, 2ND FLOOR RIDGE ~ T,O. EAST DORMER WALL pLATES T.O. EXIST. FINISHED 2ND FLOOR 74'§ 9/32" ~T,O, ADDITION WALL PLATES ALIGN WITH EXISTING SOLrrH WING T.O, EXIST, FINISHED FIRST FLOOR 65'6 9132" ~ T.O, EXIST, BASEMENT S~J~,B ~ 58'2 9132" T.O. RIDGE ,A, ~WEST ELEVATION Ill NOTE: 3AMPLES TO BE SUBMITTED TO OWNER FOR APPROVAL lid ~at~rial FI :ABRAL 1 1/2" SSR STANDING SEAM METAL ROOF (SEE SPECS)- COLOR: CHARCOAL GREY F2 ~,RCHITECTURAL ASPHALT ROOF (MATCH EXISTING) F3 IX6 CENTER MATCH PRE STAINED CEDAR SIDING COLOR: CHOCOLATE BROWN OR SIMILAR F4A 5/4 X PRE STAINED CEDAR WINDOW TRIM; COLOR TO MATCH SIDING F4B 5/4 X 8 PRE STAINED CEDAR WINDOW TRIM; COLOR TO MATCH SIDING F5 IX6 PRE STAINED CEDAR FASCIA, RAKE BOARD, BOTTOM WINDOW TRIM; COLOR TO MATCH SIDING FSA 5/4 X 6 PRE STAINED BO~I'OM WINDOW TRIM; COLOR TO MATCH SIDING F6 5/4X4 PRE STAINED CEDAR TRIM; COLOR TO MATCH SIDING F7 I X PRE STAINED CEDAR FRIEZE~ TRIM; COLOR TO MATCH SIDING F8 ~TUCCO F9 3RECKENRIDGE PLYWOOD PANELS ON ALL NEW SOFFITS Fl0 -~ X 4 CEDAR BRACKET F11 .~UTTERS & LEADERS; TYPE TBD FE -'XISTING TO REMAIN, INSPECT INTEGRITY AND REPLACE AS NECESSARY T.O, 2ND FLOOR RIDGE ~ T,O EAST DORMER WALL PLATES ~ 82'11 45164"- EXPOSED STAINLESS STEEL FLUE TO CODE FROM FIREBOX CONNECT TO ROOF STRUCTURE WITH MANUFACTURER PROVIDED SPACING KIT TO CODE COLOR TO BE BLACK SPECIFICATIONS TO BE COORDINATED WITH FIREPLACE DEALER ~T. FINISHED 2ND FLOOR ~ T,O. EXIST FINISHED FIRST FLOOR 65'5 9/32" (~ EAST ELEVATION A I 1,30.06 S~TE DATA: Carse/Sweetbaum MARTIN ' A201 WEST ADDITION EXTENSION ZONING: R-40 SITE PLAN BASED ON SURVEY PREPARED BY Architects PC, AIA A01.18.07 SETBACKS JOSEPH A, INGEGNO, LAND SURVEYOR Residence PORCH FIREPLACE FRONT: 50' SURVEY DATE: 10/03/2005 Renovation & Addition 9 North Main Street PORCH CEILING REAR: 50' S,C,T,M, #1000-104-12-18.4 Date: 2/28/07 LIGHTING PLAN SIDES (TOTAL): 35' AREA: 60,822.61 SQ, FT. (1.396 ACRES) PO BOX 2181 File name: 514 3[ 012207 ES MASTER AG.mcd SIDE(MIN. FOR ONE):15' 2830 Nassau Point Road East Hampton NY, 11937 ACCESSORY SETBACK (REAR ONLY) I0' Cl~tchog[~e, NewYork ~ Z~ Telephone: 631 3249440 Elevations MAX. LOT COVERAGE: 20% Project #514 nm@martinarchitects.com Scale: 1/4" = 1'-0" T O 2ND FLOOR RIDGE EXISTING PROPOSED , EXPOSED STAINLESS STEEL , FLUE TO CODE FROM FIREBOX , CONNECT TO ROOF STRUCTURE --- WITH MANUFACTURER PROVIDED ' BRACING KIT TO CODE COLOR TO BE BLACK SPECIFICATIONS TO BE COORDINATED WiTH FIREPLACE DEALER ~[~ T,O, EAST DORMER WALL pLATES ,~ T,O, EXIST FINISHED 2ND FLOOR lNG ~T O EXIST, FINISHED FIRST FLOOR ~5'5 9132" (ALTERNATE) I " I I ', / , II I ,~-- aPPROXIMatE I I EXISTING GRADE '. = EXISTINg i ~ FOUNDATION BELOW (~ SOUTH ELEVATION EXISTING ' PROPOSED EXISTING PROPOSED NOTE: .~AMPLE8 TO BE SUBMITTED TO OWNER FOR APPROVAL ID Vlaterial Fl :ABRAL 1 1/2" ESR STANDING SEAM METAL ROOF (SEE SPECS)- COLOR: CHARCOAL GREY F2 ~RCHITECTURAL ASPHALT ROOF (MATCH EXISTING) F3 IX6 CENTER MATCH PRE STAINED CEDAR SIDING COLOR: CHOCOLATE BROWN OR SIMILAR F4A ~/4 X PRE STAINED CEDAR WINDOW TRIM; COLOR TO MATCH SIDING F4B i/4 X 8 PRE STAINED CEDAR WINDOW TRIM; COLOR TO MATCH SIDING F5 IX6 PRE STAINED CEDAR FASCIA, RAKE BOARD, BOTTOM WINDOW TRIM; COLOR TO MATCH SIDING FBA 5/4 X 6 PRE STAINED BOTTOM WINDOW TRIM; COLOR TO MATCH SIDING F6 i/4X4 PRE STAINED CEDAR TRIM; COLOR TO MATCH SIDING =7 I X PRE STAINED CEDAR FRIEZE~ TRIM; COLOR TO MATCH SIDING --8 STUCCO =9 BRECKENRIDGE PLYWOOD PANELS ON ALL NEW SOFFITS :10 2 X 4 CEDAR BRACKET :11 GUTI'ERS & LEADERS; TYPE TBD :E EXISTING TO REMAIN, INSPECT INTEGRITY AND REPLACE AS NECESSARY (~ NORTH ELEVATION FAUX BARN DOORS ON OVERHEAD TRACK 1 1.30.06 A WEST ADDITION EXTENSION SITE DATA: ZONING: R-40 SITE PLAN BASED ON SURVEY PREPARED BY CarselSweetbaum MARTIN Architects PC, AlA A202 01.18,07 SETBACKS JOSEPH A. INGEGNO, LAND SURVEYOR Residence PORCH FIREPLACE FRONT: 50' SURVEY DATE: 10/03/2005 Renovation & Addition 9 North Main Street PORCH CEILING REAR: 60' S.C.T.M, #1000-104-12-18.4 Date: 2/28/07 LIGHTING PLAN SIDES (TOTAL): 35' AREA: 60,822.61 SQ. FT. (1.396 ACRES) PO BOX 2181 File nIme: 514 31012207 ES MASTER AG.mca SIDE (MIN. FOR ONE): 15' 2830 Nassau Point Road East Hampton NY, 11937 ACCESSORY SETBACK (REAR ONLY) 10' MAX. LOt COVERAGE: 20% Cutchogue, New York ["~/"'~--] ~ Telephone: 631 324 9440 Elevations Project #514~./I I ~ nm@martinarchitects.com Scale: 1/4"= 1'-0" (~SIMILAR ~ T.O+ EXIST. FINISHED FIRST FLOOR t I PROPOSED GUEST BEDROOM SCREENED PORCH FAMILY ROOM EXIST. COLUMN TO REMAIN INSPECT FOR INTEGRITY EXISTING ~ROPOSED ~ ~i~ EXISTING ,/,/,/ EXISTING ROOFING TO REMAIN INSPECT FOR INTEGRITY AND REPORT PROBLEMS TO ARCHITECT BATH I: FION~ EXISTING CELLAR IllADDITION EXISITING TO BE RENOVATED ~ WEST-EAST CROSS SECTION (SOUTH) T.O. RIDGE 'A' ~'~ EXISTING GIRDER BEDROOM--~ ' ,'HALl. SOUTH-NORTH SECTION (BEDROOM NW WING) NOTE; EXISTING STRUCTURE ~"~ T,O, 2ND FLOOR RIDGE ~ ~^TC, EXm~N~ ~[~ T+O, EAST DORMER WALL pLATES FINISHED FIRST FLOOR PROPOSED =I= EXISTING I HVAC CHASE I BLIND FLASHING AT ALL ROOF/WALL INTERSECTrONS ~ RUN UP WALL 18" MIN. (TYP.) ~ / r----~-----1 I I I -1 SIMILAR SIMILAR PROPOSED ADDITION ISTING CELLAR BE RENOVATED PROPOSED STUDY Imm1 ADDITION PROPOSED SIMILAR ;EDROOM CEILNG TO BE REMOVED KITCHEN EXISTING CELLAR BE BATH BEYOND TO FOUNDATION PLAYROOM EXISTING CELLAR PROPOSED PROPOSED CRAWL SPACE 3~ EAST-WEST CROSS SECTION (NORTH) (~ EAST-WEST CROSS SECTION (SOUTH) 1 1'30'08WEST ADDmON EXTENSION SITE DATA: A301 CarselSweetbaum Architects PC, AIA ZONING: R-40 SITE PLAN BASED ON SURVEY PREPARED BY MARTIN A 01.18.07 SETBACKS JOSEPH A. INGEGNO, LAND SURVEYOR Residence PORCH FrREPLACE FRONT: 50' SURVEY DATE: 10t03/2005 Renovation & Addition 9 North Main Street PORCH CEILING REAR: 50' S,C,T.M. #1000-104-12-18.4 PO BOX 2181 Date: 2/28107 LIGHTING PLAN SIDES (TOTAL): 35' AREA: 60,822.61 SQ. FT. (1.396 ACRES) File name: 514 31012207 ES MASTER AG.mcd SIDE (MIN. FOR ONE): 15' 2830 Nassau Point Road East Hampton NY, 11937 ACCESSORY SETBACK (REAR ONLY) 10' Cutchogue, NewYork ~ ~ Telephone: 631 3249440 Building Sections MAX. LOT COVERAGE: 20% Project #514X.~./I I ~ nm@martinarchitects.com Scala: 1/4" = 1'-0" LVL HEADER PER PLAN 6" X §" X 6" X 1/4" GALVANIZED STEEL 'L' BRACKET THROUGH BOLT WI (4) 1/2" STEEL BOLTS STRUCTURAL POST: SEE STRUCTURAL PLAN SIMPSON CONC. ANCHOR PLATE & SIMPSON SADDLE PLATE LEAD COATED CONTINUOUS METAL PAN W/DRIP EDGE O O SCREENED PORCH DETAIL AT STRUCTURAL POST PROVIDE CONT, DRIP FLASHING, COUNTER FLASHING, & SEALANT PER WINDOW MFGR, SPECS. (TYP) NEW 1 X 6 CENTER MATCH CEDAR SIDING PRE STAINED ON BOTH SIDES OVER 15# BUILDING FELT OVER PLYVVOOD SHEATHING OVER WOOD FRAMING WISATT INSULATION BETWEEN STUDS ADD NEW PLYWOOD SHEATHING, WOOD STUDS, & SA~F INSULATION WHERE REQUIRED: THICKNESS & TYPE OF ALL NEW MATERIAL TO MATCH EXISTING (TYPO 1/2" GYPSUM WALL BOARD INTERIOR SIDE GLUED AND SCREWED TO WALL STUDS (TYP) ~. ALIGN T O ROOF STRUCTURE W/SOUTH ROOF STRUCTURE AT DEN WOOD BASEBOARD SEE SPECS NEW FINISH FLOORING: SEE FINISH SCHEDULE EXISTING SUBFLOOR TO REMAIN UNDERSIDE OF ~XlST, 2ND FLOOR JOISTS EXISTING TOP PLATES ADD R-15MIN BATrlNSULATION IN EXISTING WALL CAVITY TYP. DETAIL T O EXIST. FINISHED 2N[~ FLOOR VENTING 2.5 V.I,F, 'FABRAL 1 1/2" SSR' STANDING SEAM GALVANIZED METAL ROOF SYSTEM OVER #15 LB. BUILDERS - FELT OVER 5/8" PLYWOOD OVER SLEEPERS TO ALLOW FOR VENTILATION COLOR' CHARCQAL GRAY #551 SEE SPECS NOTE:REMOVE ASBUILTTOP COURSEOFCMU AS NECESSARY MARINE GRADE BEAD BOARD PANELING OVER 1/2" PLYWOOD SHEATHING INTERIOR SIDE OF SCREENED PORCH WALL (TYP.) (2) 2X6 ACQ SILL PLATE W/CONT. LEAD COATED TERMITE SHIELD (TYP.): ANCHOR TO CONC. FND WALL W/ 12" ANCHOR SOLT~ 16" O C, 12" Min. FROM CORNERS THROUGH BLOCKING (TYP,) 3/4" EXPANSION JOINT AT FOUNDATION WALL INTERSECTION SOUTH FOUNDATION WALL (~ SCREENED PORCH SOUTH WALL AT FOUNDATION SECTION 1X6 PRE STAINED CEDAR SILL TRIM lX§ CENTER MATCH CEDAR SIDING PRE STAINED BOTH SIDES OVER 15# BUILDING FELT OVER 1t2" PLYWOOD SHEATHING OVER 2X6 FRAMING W/BATT INSULATION BETWEEN STUDS 5/4 X B X 6" LONG 'TREX' OR SIMILAR BLOCKING PROVIDE 2" GAPS @ 8" D.C. MIN, ~ CENTER ON WALL STUDS (2) 2X8 ACQ SILL PLATE W/CONT LEAD COATED TERMITE SHIELD (TYP): ANCHOR TO CONC. FND, WALL WI 12" ANCHOR BOLT@ 16" D.C., 12" MIN. FROM CORNERS THROUGH BLOCKING (TYp.) CONTINUOUS EXTERIOR SIDE OF GAP LEAD COATED CONTINUOUS METAL PAN W/DRIP EDGE UNDER BLOCKING W/DRIP CAP BASEBOARD TBD HOLD OFF SLAB 1/4" MIN. ~ T.O. EXIST. FINISHED FIRST FLOOR EXISTING FLOOR JOISTS ADD R-19 MINIMUM BATT INSULATION RIGID INSULATION TO UNDERSIDE OF FLOOR JOISTS (TYp.) -- 314 EXPANSION JOINT PROVIDE BACKER ROD AND FLEXIBLE SILICONE -- (TYP AT EXISTING HOUSE INTERSECTION) #5 REBAR @ 18" D.C. DRrLL & EPOXY INTO EXISTING FOUNDATrON WALL OR AS NECESSARY HAUNCH SLAB AT EXISTING FOUNDATION WALL EXISTING FOUNDATION WALL INSPECT FOR INTEGRITY AND REPORT PROBLEMS TO THE ARCHITECT T.O. ADDITION WALL PLATES/PORCH CEILING ALIGN WITH EXISTING SOUTH WING VlOULDING/CASING TBD TYPICAL 1ST FLOOR WINDOW HEADER HEIGHT ANCHOR SLAB TO CONC, FND WALL WI#5 REBAR @ 12' D.C. 5" CAST IN PLACE ARCHITECTURAL GRADE H0 WELDED WIRE MESH r ON 2" SAND BED OVER rTCH SLAB TOWARD EAST WALL & M HOUSE (2) #5 REBAR CONT. (TYP,) 5} #5 REBAR HORIZONTAL 3R AS NECESSARY 3 1/2 (R-20) RIGID INSULATION UNDERSIDE OF -- SLAB & 2'0" MIN. VERTICAL ALONG FOUNDATION WALLS 1'-8 3/4" V.I.F. 6" DIAMETER ALUMINUM HALF ROUND GUTTER · TO DOWNSPOUT; BEESPECS (TYPO UNDERSIDE OF fST FLOOR FASCIA ALIGN WITH EXISTING SOUTH WING 1 X 6 CEDAR FASCIA -- FULLY STAINED ALIGN WITH EXISTNG ('fYP } 1" CONT VENT W/BLACK FIBERGLASS INSECT SCREEN SPRAY PAINT BOTTOM OF FRAMING BLACK BRECKENRIDGE PLYWOOD SOFFIT pANEL PROVIDE CONT. DRIP FLASHING, -- COUNTER FLASHING, & SEALANT PER WINDOW MFGR. SPECS (TYP) NOTE: REMOVE AS BUILT TOP COURSE OF CMU --' AS NECESSARY 2X6 MAHOGANY SILL PLATE --' PENAFIN FINISH LEADCOATEDMETALDOORPANS UNDERALLDOORS(TYP) T.O* SCREENED PORCH FOUNDATION WALL STOOP/STEPS BY JACK DELASHMET AND ASSOCIATES (NJ.C) - FILL TOP COURSE SOLID (TYP) N WALL W/24f5 T,O. WALL: LOCK WALL 16" D.C. (TYP) SPREAD FOOTING (~ WALL SECTION AT EAST WALL (WINDOW OPENING) (~ WALL SECTION AT SCREENED PORCH EXISTING WALL INTERSECTION ~) WALL SECTION AT SCREENED PORCH EAST WALL (DOOR) SITE DATA: A WEST ADDITION EXTENSION ZONING: R-40 SlTE PLANBASEDONSURVEYPREPAREDBY Carse/Sweetbaum MARTIN Architects PC, AIA A401 01.18.07 SETBACKS JOSEPH A. INGEGNO, LAND SURVEYOR Residence PORCH FIREPLACE FRONT: 50' SURVEY DATE: 10/03/2005 PORCH CEILING REAR: 50' S.C.T.M. #1000-104-12-18,4 Renovation & Addition 9 North Main Street LIGHTING PLAN SIDES (TOTAL): 35' AREA: 60,822.61 SQ. FT. (1.396 ACRES) PO Box 2181 Date: 2/28/07 SIDE (MIN. FOR ONE): 15' File name: 814 31 012207 ES MASTER AG.mcd ACCESSORY SETBACK (REAR ONLY) 10' 2830 Nassau Point Road East Hampton NY, 11937 MAX. LOT COVERAGE:20% Cutchogue, New York ~-'~//'~'~ ~ Telephone: 631 324 9440 Screened Porch Wall Sections Project #514$.~/I I ~ nm@martinarchitects.com Scale: 1 1/2" = 1'-0", U.N.O. NEW ROOFING OVER 15~ BUILDING FELT OVER 1/2" ROOF SHEATHING OVER ROOF RAFTERS PER PLAN. W/R-19 BATT INSULATION BETWEEN RAFTERS: HOLD INSULATION TO BOTTOM OF RAFTERS TO ALLOW FOR VENTILATION: MATCH EXISTING ROOFING STANDING SEAM GALVANIZED METAL ROOF SYSTEM OVER #15 LB. BUILDERS FELT OVER 5/8" PLYWOOD OVER SLEEPERS TO ALLOW FOR VENTILATION COLOR: CHARCOAL GRAY#551 SEE SPECS TYP, DETAIL UNDERSIDE OF 1ST FLOOR FASCIA ALIGN WITH EXISTING SOUTH WING -- BLOCKING PROPOSED ROOF BEAM SEE STRUCTURAL PLAN FOR SIZE POST BEYOND SEE STRUCTURAL PLAN WALL SECTION EAST ADDITION EXTERIOR WALL AT REGULAR OVERHANG/ROOF SEAM AT NORTH END EXISTING ASPHALT ROOFING PATCH AND REPAIR AS NECESSARY EXISTING ROOF FELT METAL L FLASHING RUN UNDER ASPHALT ROOFING METAL FLASHING ON ROOF SHEATHING RUN UNDER EXISTING ROOF FELT NEW CEILING JOISTS PER STRUCTURAL PLAN W/R-30 MIN BATT INSULATION EXISTING ROOF STRUCTURE & ROOFING TO REMAIN INSPECT FOR INTEGRITY AND REPORT PROBLEMS TO ARCHITECT PROPOSED ROOF BEAM SEE STRUCTURAL PLAN FOR SIZE SISTER 2X8 TO EXISTNG RIM JOIST PACK OUT WALL AS NECESSARY FOR PLUMB CONDITION AT DROPPED HEADER LVL HEADER SEE STRUCTURAL PLAN FOR SIZE WRAP W/1/2" GYPSUM WALLBOARD 2 - 2X10 ACQ LEDGER BOARDS BOLTED INTO EXISTING RIM JOIST W/1t2" MACHINE BOLTS ~ 16" O.C. STAGGERED TOP & BOTTOM RIGID INSULATION TO UNDERSIDE OF FLOOR JOISTS (TYP.) TYPrCAL 1ST FLOOR WIND)OW HEADER HEIGHT WOODBASEBOARD SEESPECS 3/4" PLYWOOD SUBFLOOR GLUED & SCREWED TO FLOOR JOISTS PER STRUCTURAL PLAN W/R-30 MIN. 9A~T INSULATION ~ T.O. EXIST. FrNrSHEO FIRST FLOOR 2 X 8 DEPTH ROOF RAFTERS STANDING SEAM GALVANIZED METAL ROOF SYSTEM OVER #15 LB. BUILDERS FELT OVER 5/8" PLYWOOD OVER SLEEPERS TO ALLOW FOR VENTILATION COLOR: CHARCOAL GRAY #551 SEE SPECS SISTER 2X4 @ EXTENDED OVERHANG ; LEGNTH TO BE TWICE THAT OF OVERHANG 1" CONT VENT WI - BLACK FIBERGLASS CONCEALED INSECT SCREEN SPRAY PAINT BOTTOM OF FRAMING BLACK 6" DIAMETER ALUMINUM HALF ROUND GU~i-ER TO DOWNSPOUT; SEE SPECS (TTR.) t X 5 CEDAR FASCIA PRE STAtNED BOTH SIDES 3'-5" EXTENDED OVERHANG - BRECKENRIDGE PLYWOOD SOFFIT PANEL PROVIDE CONT DRIP FLASHING, -- COUNTER FLASHING, & SEALANT PER WINDOW MFGR. SPECS (TYP } 2 X 4 CEDAR BRACKET STAIN ENTIRE MEMBER BOLTED (2) 1/4" X 5" LONG LAg BOLT TO WALL FRAMING AT EACH BRACKET PROVIDE BLOCKING BEHIND BRACKET/WALL INTERSECTION 3 112 MIN. THICKNESS RIGID iNSULATION UNDER FLOOR JOISTS WITH VAPOR BARRIER & 3/4' CDX EXTERIOR GRADE PLYWOOD SHEATHING STOOP/STEPS BY JACK DELASHMET AND ASSOCIATES ACQ GIRDER PER FOUNDATION PLAN W/SIMPSON CONC. ANCHOR PLATE & SIMPSON SADDLE PLATE GRADE FILL THIS AREA SEE JACK DELASHMET AND ASSOCIATES -- LINE OF EXISTING GRADE 8 DIAMETER CAST IN PLACE CONCRETE PIER 4' DEPTH, SET BOSOM BELOW FROST LINE ROOF FELT OVER NEW ROOF RUN UNDERNEATH EXISTING -- ROOF FELT EXISTING FOUNDATION WALL INSPECT FOR INTEGRIT~ AND REPORT PROBLEMS TO THE ARCHITECT ~WALL SECTION EAST ADDITION/EXISTING HOUSE INTERSECTION ~ WALL SECTION EAST ADDITION/EXISTING HOUSE INTERSECTION (~) WALL SECTION At WEST ADDITION EXTERIOR WALL AT EXTENDED OVERHANG A1 1,30.06 SITE DATA: WEST ADDITION EXTENSION ZONINO: R-40 BITE PLAN BASED ON BURVEY PREPARED BY Carse/Sweetbaum MARTINArchitectsPC,AIA A403 A 01.18.07 SETBACKS JOSEPH A. INGEGNO, LAND SURVEYOR Residence PORCH FIREPLACE FRONT: 50' SURVEY DATE: 10/03t2D05 Renovation & Addition 9 North Main Street PORCH CEILING REAR: 50' S.C.T M. #1000-104-12-18.4 PO BOX 2181 Date: 2128107 LIGHTING PLAN SIDES (TOTAL): 35' AREA: 60,822.61 SQ. FT. (1.396 ACRES) File name: 514 31012207 ES MASTER AG.mcd SIDE (MIN. FOR ONE): 15' 2830 Nassau Point Road East Hampton NY, 11937 ACCESSOEY SETBACK (REAR ONLY) 10' Cutchogue, NewYork ~ ~X~ Telephone: 6313249440 West Addition Wall Sections MAX. LOT COVERAGE: 20% Project #514 nm@martinarchitects.com Scale: 1 1/2" = 1'-0", U.N.O.