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Home My WebLink About33210-ZFORM NO. 4 TOWN OF SOUTBOLD BUILDING DEP~RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-33822 Date: 07/08/09 T~IS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 570 SEABASTIANS COVE RD MATTITUCK (HOUSE NO.) (STREET) (HAMLET) Cowry Ta~ Map No. 473889 Section 100 Block 3 Lot 11.7 Subdivision Filed Map No. Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 3, 2007 pursuant to which Building Permit No. 33210-Z dated JULY 3, 2007 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 TWO CAR GARAGE UNDER, STONE PATIO, SECOND FLOOR DECK, ROOF DECK AND ENTRY STEPS, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. Ge certificate is issued to PETER D NESGOS of the aforesaid building. (OWNER) S~)I~KCO~DEPAR~ OF ~{~P~O%rAL EI~C"~RIC3~L C~RTIFIC3~ NO. 3056991 07/01/08 PLU~ERS c~TIFICATION DA'£~D 06/10/09 EASTERN SUFFOLK PLUMBING Signature Rev. 1/81 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by LOWELL ELECTRICAL CONTR. 138 OREGON AVE MEDFORD, NY 11763, PETER NESGOS./~ ~' 570 SEBATIAN COVE RD. MATTITUCK, NY 11952 Located at 570 SEBATIAN COVE RD. MATTITUCK, NY 11952 Application Number: 3056991 Certificate Number: 3056991 Section: Block: Lot: Building Permit: 33210 BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be ir) compliance therewith on the Ist Day of Jul)., :zoos. Name QTY Rate Ratina Circuits Tvr~ Alarm and emergency equipment Sensor 2 0 Sensor 6 0 Appliances and Accessories Air Conditioner 2 0 Dish Washer 2 0 Exhaust Fan 4 0 Furnace I 0 Range I 0 Panels 0 Carbon Monoxide 0 Smoke Above 1500 1.2 Service Service Disconnect: 0 Servicol Phase3w Service Rating300Amperes Wiring And Devices Disconnect 2 0 31-100 amp Fixture 1 0 Fixture 45 0 Continued on Next Page 1 of 2 50 100 10 150 BTU KVV F.H.P Gas Amps Low Vo~/ This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREE-F ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by LOVVELL ELECTRICAL CONTR. 138 OREGON AVE MEDFORD, NY 11763, PETER NESGOS 570 SEBATIAN COVE RD. MATTITUCK, NY 11952 Located at 570 SEBATIAN COVE RD. MATTITUCK, NY 11952 Application Number: 3056991 Certificate Number: 3056991 Section: Block: Lot: Building Permit: 33210 BDC: ns11 Described as a Residential occupancy, wherein the electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, )remises electrical system consisting of A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 1st Day of July, 2008. Name 9TY Rata Rating Circuits Tyne Fixture 122 0 Incandescent Outlet 162 0 Gen, Purpose Outlet 168 0 F/xture Receptacle 1 0 20a .Appliance Receptacle I 0 30a D[yer Receptacle 11 0 GFCl Receptacle 100 0 Gen, Purpose Switch 87 0 Gen, Purpose 2 of 2 seal This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. CERTIFICATION Building Permit No. ~ ~o~ I O (Pleas~rint) Plumber: .~.-~f'/c2 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this I 0 day o f~'~ L)(~ ,20 Oq Notary Public, ~+D~i ~ County 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. 33210 Z Date JULY 3, 2007 Permission is hereby granted to: SUSAN HARMON ~-~+~/~ ]25 ~e~3 570 SEBASTIAN'S COVE d~O ~q~ Imc~, ~--O.3~-~ ,~/~ ~TTIUTCK,NY 11952 ~ddoW. ~DITIONS ~D A~T~TIONS TO ~ ~X~STINS S~NGL~ ~ILY D~LING AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 100 pursuant to application dated JULY 570 SEABASTIANS COVE RD MATTITUCK Block 0003 Lot No. 011.007 3, 2007 and approved by the Building Inspector to expire on JANUARY Fee $ 1,055.60 3, 2009. ORIGINAL Rev. 5/8/02 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: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION ~ FINAL /~ [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR ~, ~ TOWN OF SOUTHOLD BUILDIN~.~. )~/~-~/ 765-1802 INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] INSULATION ~)~FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~ -, ~_ a., ,of~' . DATE //(~ - ~-! - ~ ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ,~INSULATION [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ REMARKS: ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION 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 ~ ~-~ '~ ~ ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ROUGH PLBG. INSULATION FINAL [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION INSPECTOR DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ~'ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ REMARKS: ] FIRE RESISTANT PENETRATION DATE / --//-' ~ ' INSPECTOR~~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION J~ FRAMING ~ [ ]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 [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE ~'~/7~' 0 7 INSPECTOR---~I~'~~ ASSEMBLAGE 116 chambers street 4'~ floor, nyc, ny 0007 o-212 965 0314 f 212 965 0344 December 2, 2008 Attn: Southold Town Building Inspector, George Gillen Town of Southold Building Dept, Town Hall Annex Building 54375 Route 25 P,O, Box 1179 Southold, NY 11971 Re: 570 Sebastian's Cove, Mattituck, NY. Dear Mr. Gillen, Please allow this letter to certify that to the best of my knowledge: 1. The insulation has been installed as per our drawing set issued to the Town of Southold dated 6/20/07 and in compliance with the NYS Energy Code. 2. The skylights have been installed with proper venting. 3. Fire caulking has been installed in accordance with our drawings per our drawing set issued to the Town of Southold dated 6/20/07 and the manufacturers' specifications. 4. All exterior joints around windows and door frames, between wall cavities and window and door frames, between wall and foundation, between wall and roof, between wall panels; and all penetrations or utilities through walls and roofs have been applied in accordance with per our drawing set issued to the Town of Southold dated 6/20/07 and with the manufacturers' recommendations. Sincerely, Michael R. Lisowski, RA NY State #028026 Cc: Richard Kissane Contracting. ASSEMBLAGE 116 chambers street 4~ floor, nyc, ny 10007 o-212,965,0314 f-212.965.0344 December17,2007 Attn: Southold Town Building Inspector Town of Southold Building Dept. Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Hurricane Strapping for 570 Sebastian's Cove, Mattituck, NY. To whom it may concern, On Tuesday November 2, 2007 and November 27, 2007 1 inspected the installed hurricane strapping at construction site of 570 Sebastian's Cove in Mattituck, NY by Richard Kissane Building Contractor LTD. It was evident that the hurricane straps were installed in accordance with the details illustrated in the architectural drawings and in accordance with NY State Building code. Pursuant to the request of the town inspector I am submitting this letter as certification of said installation. Sincerely, Michael R. Lisowski, R^ NY State #02802~ Cc: Richard Kissane Contracting. FIELD INSPECTION REPORT I DATE ! COMMENTS ~ FOUNDATION (1ST) ~ / i7~?. ~'~ -~~~ ~~, ~ ~ ~ ..................................... 1~ ~ ~.~~ ~ FO~DATION (2ND) ~. ~~~.'_~ .,., ~DITION~ COUNTS ~' TOWN OF SOUTHOLD BE~ILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ PERMIT NO. ~ BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form Examined ~ /~ ,20 '~ Contact: -- Approved t//5 ,20 "~ ./..~"~'"-'~'\~._ . Mail to:__ Disapproved a/c / ~' ~ ~dlng 1~~ ' ' , rote OG ,20o a. This app~cation~MU~be completely filled in by typewriter or in ink ~d submi~ed to the Building Inspector with 3 sets of plans, accum~pl~ to scale. Fee according to schedule. b. Plot plan showing locatio~ oflpt:~d of buildings on premises, relationship to adjoining premises or public streets or are~, and wate~ays. c. The work covered by this application may not be commenced before issuance of Building Pemit. d. Upon approval of this application, the Building Inspecfor will issue a Building Pemit to the applicant. Such a pemit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in pa~ for ~y pu~ose what so ever until the Building Inspector issues a Ce~ificate of Occupancy. fi Eve~ bqilding pe~it shall expire if the work authorized h~ not commenced within 12' months a~er the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the prope~ have ~en en~ted in the interim, the Bai!~i~: ~ector may authori~, ih writing,' t~e extension of the pe~it for an additi~ six months. Therea~er, a ne~ pe~i~ shall Be required .... . A~PLICATI~N IS HEREBY MADE tq the,Building Dep~ment for the issuance cfa Buildifig Pemit pumuant to the Building Zone Ordinance of the Town of Southql3, Suffol~ Count, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition ~ herein descried. The applicant agrees to co~ply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectom on premises ~d in building for necessa~ inspections. (Signature of applicant or name, ifa corporation) (Mailing address of applic~t) ' State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises __ If applicant is a corporation, signature of duly authorized officer (As on the tax roll or latest deed) (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 do, ne: House Number Street County Tax Map No. 1000 Section Subdivision (Name) Hamlet . ;; .. . ,., .~"::. Block ~ ' Lot,. ,"{I '"~ ' Filed Map No. ' ' Lot . - 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~ikV.,c.E ~MltL~t '~'~..~ b. Intended use and occupancy 3. Nature of work (check which applicable): New Building. Addition Repair Removal Demolition Other Work 4. Estimated Cost I,.O00,.oOo F''.'~''' 5. If dwelling, number of dwelling units If garage, number of cars Fee Alteration (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 4-/_ '2'] '-o~ Number of Stores Dimensions of same structure with alterations or additions: Front I~o'-t~~ Depth b~'-'~l~.' Height ~'-~t' Number of Stories Rear Number of Stories 9. Size of lot: Front [~t~, Rear [ ~" Depth 10. Date of Purchase Iff~t[~:,[O'7 Name of Former Owner 5~l,e'~ 8. ,menslons ofent;re new construction Front Height 11. Zone or use district in which premises are situated I~.' ~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO 13. Will lot be re-graded? YES NO ~X' Will excess fill be removed from premises? YES NO~ 14. Names of Owner of premises Name of Architect Name o£Contractor Address ~'~o ~eAr~v/hl,~ ~ Phone No. 2r2, Addresslt~, c~l,a~l.~ ~'r. toi,l,r-IPhone No '217... Address 4~, 6~.,a,6rr IP~ Phone No. ~ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. ls this property within 300 feet of a tidal wetland? * YES__ NO ~q * IF YES, D.E.C. PERMITS MAY BEREQUIRED. 16. Provide s~ur~ey, to scale, wi~ a.ccurate fQundation plan and distances to property lines. 17. lfel~vatio~ at an'y p0lnk on properti, 'is a{ i0 feet or below, must provide topographical data on survey. STATE OF NEW YORK) COUNTY OF ~ Lt....( ~JS~: ~ic-4'J{ ~) \<-~ ~.~10~ being duly sworn, deposes and s, ays that (s)he is the applicant (Name of individua} signing contmct~ above named, (S)ne is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are 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 dayof .~,l.~g 20 0~'~ .~ -/ No~b[i~ ~., ,., ELI~B~H CAMPANEL~ ~ Publ~, S~te of New Yo~ ~.01C~ ( lit d_in ,uf lk CounbyA n I\ · Signature of Applicant '., REScheck Software Version 4.0.1 Compliance Certificate Project Title: Nesgos Residence Report Date: 06/19/07 Data filename: P:~A-07009NesgosMattituck\Nesgos_EnergyCalcs.rck Energy Code: New York State Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 24% Heating Degree Days: 5750 Construction Site: 570 Sebastians Cove Road Mattituck, NY 11952 Owner/Agent: Peter Nesgos 570 Sebastians Cove Mattituck, NY 11952 DesignedContractor: Mark Fernandez otte ASSEMBLAGE 116 Chambers Street 4th Floor New York, NY 10007 2129650314 Roof- Stair Bulkhead: Cathedral Ceiling (no at[ic): 121 30.0 0.0 4 Wall - Stair Bulkhead: Wood Frame, 16" o.c.: 326 21.0 0.0 15 Window - Stair: Wood Frame:Double Pane with Low-E: 60 0.330 20 Roof- 2nd Floor, Mstr. Bath: Cathedral Ceiling (no attic): 217 30.0 0.0 7 Skylight- M. Bath: Wood Frame:Double Pane with Low-E: 12 0.500 6 Roof - Roof Deck, above Study: Cathedral Ceiling (no attic): 344 38.0 0.0 9 Ceiling - 2nd Floor, Mstr. Bed: Flat Ceiling or Scissor Truss: 668 30.0 0.0 23 Wall - 2nd Floor, Existing/New: Wood Frame, 16" o.c.: 2039 19.0 0.0 94 Windows - 2nd Floor - Existing: Wood Frame:Double Pane with 215 0.330 71 Low-E: Windows - 2nd Floor- New: Wood Frame:Double Pane with 262 0.330 86 Low-E: 2nd Floor- Cedar Room: All-Wood Joist/Truss:Over 272 30.0 00 9 Unconditioned Space: 1st Floor - Addition @ Living Rm: All-Wood JoistJTruss:Over 512 30.0 0.0 17 Unconditioned Space: Roof - 1st Floor Bedroom: Cathedral Ceiling (no attic): 218 30,0 0.0 7 Ceiling/Deck ~ Living Room: Cathedral Ceiling (no attic): 173 19.0 0.0 9 Crawl Space - New @ Living Rm: Solid Concrete or Masonry: 518 0.0 20.0 37 Wall height: 7.0' Depth below grade: 4.0' Insulation depth: 5.0' Inside below-grade depth: 4.0' Crawl Space - New @ Entry: Solid Concrete or Masonry: 120 0.0 20.0 9 Wall height: 7.0' Depth below grade: 4.0' insulation depth: 5.0' Inside below-grade depth: 4.0' 1st Floor- Addition @ Entry: Ali-Wood Joist/Truss:Over 130 30.0 0.0 4 Unconditioned Space: Wall- 1st Floor, Existing/New: Wood Frame, 16" o.c.: 1872 19.0 0.0 91 Windows - 1st Floor - Existing: Wood Frame:Double Pane with 80 0.330 26 Low-E: Nesgos Residence Page 1 of 7 Windows - 1st Floor - New: Wood Frame:Double Pane with 283 Low-E: Basement Slab: Slab-On-Grade:Unheated: 127 Insulation depth: 0.0' Basement Wall ~ Existing: Solid Concrete or Masonry: 953 Wall height: 7.5' Depth below grade: 4.0' Insulation depth: 7,5' Rcof- Den (Blown-in): Cathedral Ceiling (no attic): 586 Attic - 1st Floor Kitchen: Flat Ceiling or Scissor Truss: 344 Skylight - Kitchen: Wood Frame:Double Pane: 10 Wall - Den: Wood Frame, 16" o.c.: 998 Windows - Den: Wood Frame:Double Pane with Low-E: 538 Garage Slab: Slab-On-Grade:Unheated: 25 Insulation depth: 6.0* Floor - over Garage: Al~-Wood JoistJTruss:Over Unconditioned 586 Space: Garage Wall: Solid Concrete or Masonry:interior Insulation: 692 Air Conditioner: Electric Cenb-al Air: 14 SEER Boiler: Gas-Fired Steam: 80 AFUE 27.0 38.0 21.0 0.330 93 0.0 132 0.0 76 0.0 22 0.0 10 0.500 5 0.0 26 0.330 178 5.0 19 38.0 0.0 15 11.0 0.0 64 The proposed building represented in this document is consistent with the building pL with this permit application, The proposed systems have been designed to meet the I Code requirements. When a Registered Design Professional has stamped and signe his/her knowledge, belief, and professional judgment, such plans or Sl~C~fications m -' Name- Tfile Sigl~ture :ns, specifications, and other calculations submitted lew York State Energy Conservation Construction I this page, they are attesting that to the best of in compliance with this Code. -- Date I J Nesgos Residence Page 2 of 7 REScheck Software Version 4.0.1 Inspection Checklist Date: 06/19/07 Ceilings: [] Roof- Stsir Bulkhead: Cathedral Ceiling (no attic), R-30.0 cavib/insulation Comments: [] Roof- 2nd Floor. Mstr. Bath: Cathedral Ceiling (no attic). R-30.0 cavity insulation Comments: [] Roof- Roof Deck, above Study: Cathedral Ceiling (no attic), R-38.0 cavity insulation Comments: [] Ceiling - 2nd Floor, Mstr, Bed: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: [] Roof- 1st Floor Bedroom: Cathedral Ceiling (no attic), R-30.0 cavity insulation Comments: [] Ceiling/Deck - Living Room: Cathedral Ceiling (no attic). R-19.0 cavity insulation Comments: [] Roof - Den (Blown-In): Cathedral Ceiling (no attic), R-27.0 cavi[y insulation Comments: [] Attic - 1st Floor Kitchen: Flat Ceiling or Scissor Truss, R-36.0 cavity insulation Comments: Above-Grade Walls: [] Wall - Stair Bulkhead: Wood Frame, 16" C.C., R-21.0 cavity insulation Comments: [] Wall - 2nd Floor, Existing/New: Wood Frame, 16" c.c.. R-19.0 cavity insulation Comments: [] Watl- 1st Floor, Existing/New: Wood Frame, 16" c.c.. R-19.0 cavity insulation Comments: [] Wall - Den: Wood Frame, 16" C.C., R-21.0 cavity insulation Comments: [] Garage Wall: Solid Concrete or Masonry:Interior Insulation, R-11.0 cavity insulation Comments: Basement Walls: [] Basement Wall - Existing: Solid Concrete or Masonry, 7.5' ht / 4.0' bg / 7.5' insul, R-11.0 cavity insulation Comments: Windows: [] Window- Stair: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes No Comments: [] Windows - 2nd Floor- Existing: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: Nesgos Residence Page 3 of 7 #Panes Frame Type Thermal Break? Yes No Comments: [] Windows - 2nd Floor- New: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: [] Windows - 1st Floor - Existing: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factars, describe features: #Panes Frame Type Thermal Break? Yes No Comments: [] Windows - 1st Floor- New: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes __ No Comments: [] Windows - Den: Wood Frame:Double Pane with Low-E, U-factor: 0,330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes Comments: No Skylights: [] Skylight - M. Bath: Wood Frame:Double Pane with Low-E, U-factor: 0,500 #Panes Frame Type Thermal Break? __ Yes Comments:. No ~1 Skylight - Kitchen: Wood Frame:Double Pane, U-factor: 0.500 #Panes Frame Type Thermal Break? Yes No Comments: Floors: [] 2nd Floor- Cedar Room: Ali-Wood JoistJTruss:Over Unconditioned Space, R-30.0 cavity insulation Comments: [] t st Floor - Addition @ Living Rm: Ali-Wood Joist/Truss:Over Unconditioned Space, R-30.0 caviiy insulation Comments: I~ 1st Floor - Addition @ Entry: Ali-Wood JoisfJTruss:Over Unconditioned Space, R-30.0 cavity insulation Comments: [] Basement Slab: Slab-On-Grade:Unheated, R-0 (uninsulatad) Comments: [] Garage Slab: Slab-On-Grade:Unheatad, 6.0' insulation depth, R-5.0 continuous insulation Comments: Slab insulation extends down from the top of the slab to at least 6.0 f. OR down to at least the bottom of the slab then horizontally for a total distance of 6.0 ff. Exterior insulation has a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. ~1 Floor - over Garage: Ali-Wood JoistJTruss:Over Unconditioned Space, R-38.0 cavity insulation Comments: Crawl Space Walls: [] Crawl Space - New @ Living Rm: Solid Concrete or Masonry, 7.0' ht / 4.0' bg / 5.0' ext. insul / 4.0' inside bg depth, R-20.0 continuous insulation Comments: Applies to walls of unventilated crawl spaces. Exterior insulation has a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. Nesgos Residence Page 4 of 7 [] Crawl Space - New @ Entry: Solid Concrete or Masonry, 7,0' ht / 4.0' bg / 5.0' ext. insul / 4.0' inside bg depth, R-20.0 continuous insulation Comments: Applies to wails of unventilated crawl spaces. Extedor insulation has a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. Heating and Cooling Equipment: [] Air Conditioner: Electdc Central Air: 14 SEER or higher Make and Model Number: [] Boiler: Gas-Fired Steam: 80 AFUE or higher Make and Model Number: Air Leakage: [] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. [] Recessed lights are 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, fixtures are installed with a 3" clearance from insulation, Vapor Retarder: [] Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: [] Materials and equipment are installed in accordance with the manufacturer's installation instructions. [] Materials and equipment are identified so that compliance can be determined. [] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. [] Insulation R-values, glazing U-factors, and heating and cooling equipment efficiency are clearly marked on the building plans or specifications, [] Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: [] Supply ducts in unconditioned attics or outside the building are insulated to R-8. [] Return ducts in unconditioned attics or outside the building are insulated to R-4. [] Supply ducts in unconditioned spaces are insulated to R-8. [] Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [] All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa), [] The HVAC system provides a means for balancing air and water systems. Temperature Controls: [] Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [] Separate electdc meters exist for each dwelling unit, Fireplaces: [] Fireplaces are installed with tight fitting non-combustible fireplace doors. [] Fireplaces have a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: [] Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is par[ of a circulating system. Nesgos Residence Page 5 of 7 [] Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: i~1 Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: [] All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: [] HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Nesgos Residence Page 6 of 7 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 Up to 1" Up to 1.25" 1.5" to 2.0'* Over 2" Temperature (°F) 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. Piping System Types Range(OF) Insulation Thickness in Inches by Pipe Sizes 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2,0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Bdne Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Nesgos Residence Page 7 of 7 New York State Insurance Fund · ~orkrkers' Coml~ensation & Dt~abilily Benef#s Specialist~' Since 1914 8 CORPORATE CENTER DR, 3RD FLR, MELVILLE, NEW YORK 11747-Sl 29 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE RICHARD KISSANE BUILDING CONTRACTOR LTD 46 CORBETT DRIVE EAST QUOGUE NY 11942 POLICYHOLDER RICHARD KISSANE BUILDING CONTRACTOR LTD 46 CORBETT DRIVE l EAST QUOGUE NY 11942 CERTIFICATE HOLDER TOWN OF SOUTHOLD 53095 ROUTE 25 PO BOX 1179 SOUTHOLD NY 1'1971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE I 1248 866-4 832375 02/23/2097 TO 02/2312008 6/19/2007 THIS iS TO CERTIFY' THAT THE POLICYHOLDER NAMED ABOVE IS iNSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO, 1248 865-4 UNTIL 0212312008, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEVt/ YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED, OR CHANGED PRIOR TO 0212312008 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS CERTIFICATE DOES NOT APPLY TO BUILDING DEMOLITION. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THiS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFOROED BY THE POLICY. U-26.3 NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www, nysif, com/cert/cert~al.asp or by calling (888) 875~5790 VALIDATION NUMBER: ~98202120 ACORD, CERTIFICATE OF LIABILITY INSURANCE 96/19/2097 PRDHUC~R (631)283-3100 FAX (631) 287-0091 THIS CERTIFICATE iS ISSUED AS A MAYTEK OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE The Nor] ey Agency, 1nc. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 32-34-3~, Hampton Road ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. PO Box S06~ Southampton, NY 11969-5063 INSURERS AFFORDING COVERAGE NAJC# .... INSURED Richard Kissane Building Contractor LTD INStJRERA: Everest National Ins. Co. 46 Corbett Drive mSURER~ East Quogue, NY 11942 INSUREPg THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN iSSUED TO THE iNSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. N OTWITHSTAN DING ANY REQUIREMENT, TEEM OR CONDITION OF ANY CONTRACT OR oTH ER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, llq E iNSURANCE AFFORDED BYTHE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL TH E TERMS, EXC LUS~ONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY RAVE BEEN REDUCED BY PAID CLAIMS. GENERAL LIABILITY 690000046602 04/11/2007 04/11/2008 ACH OCCURRENCE $ 1,000,00U DAMAGE TO RENTED $ 50,000 GENEnAL AGGREGATE $ 2,000,000 ~ OCCUR [] CL~S MADE AGGREGATE DESCRIPllO N OF OPERATIONS I LO CANONS t VEF~CLES I EXCLLJSIO NS ADDED BY ENO0 BSEMENT I SPECIAL PROV]SIONS _'arpent ry _ocation: 570 Sehastians Cove Road, Nattituck NY 11952 CERTIFICATE HOLDER CANCELLATION Tow~ of 5outhold 53095 Route 25 Po Box 1179 Sauthold, NY 11971 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE I~SUIN G INSURER ~,MLL ENDEAVOR TO MAiL John Mitchell/LO ACORD 25 (2001108) ©ACORD CORPORATION 1988 i Or_Z~>.~..)c;~.~,.~t f.,~OWN OF'SOUTHOLD PROPERTY RECORD CARD OWNER "- STREET ~- ~7 ~' VILLAGE DIST. SUB. LOT ~ FORMER OWNER N E ACR. I I Z-IdtO~c ~- ~ FI O-dL~,L S W ~PE OF BUILDING RES.~ /~ S~S. VL FARM CO~. CB. MICS. Mkt. Volu~ ~ND IMP. TOTAL DATE R~RKS Tillabl~ FRONTAGE ON WATER W~land FRONTAGE ON ROAD M~d~ DEPTH H~ Total M.B I~e.~_~: ~ ~' -~r~,~ ~'~iO ~ Foundation ~C Bath Exte~ff ~ ~ ~ ~ ~~ ~_ ~ Ba.ment ~'u // Floors Extension ~: ~ ~ ~.~ xt'Walls ~,~ :i~z Interior Finish ~,~ Extension ~J~ ~ //~ [' FirePlace / Heat Porch ~ ~ r~ ~ ' PO0' V~" ~, ~ ~./~ 5~ Roomsl~Floor Deck t~y~, ~o ~ o7 2 /~ Patio ,2~ ~ ~ /~u~ Driveway Rooms2ndFIoor B~wav x ~/~ ~ 9~ ~ ~-~ ~/ Garage ~~= ~ / ~ ~ /~;' O.B. M. Bldg. (%~2 t = ~"/$ Pc Bath Dinette :'_o ,~1~ ~ ~q,-, '~' ~'~ ~,5'"o ..~'<~,2., Foundation c8 i~x'~e~fsion Z ~ I~ ~ ~0 ~. ~o / 5~ Basement SL*~CR~W~ Floors Kit. , ~ ~-~ tS~ ~.~ 510 ~{ens~n Ext. Walls Interior Finish L.R. ~xtension Fire Place Heat D.R. Patio Woodstove BR. Dormer Fin B. Porch Deck ~x~ o ~ ~o Attic Breezeway ~g~=/~ ~ ~0 ' ~ /~& Rooms 1st Floor Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M. #: zo.,zCL /o~ ~ 3 11.7 THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WATER, GRADING, DRAINAGE AND EROSION CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number:. (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Yes No 1 2 3 4 5 6 7 8 9 Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") inch Rainfall on Site? (This item will include all mn-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? This item shall include all Proposed Grade Changes and Slopes Controlling Surface WatarFIowi Will this Project Require any Land Filling, Grading or Excavation where them is a change to the Natural Existing Grade Involving mom than 200 Cubic Yards of Matedal within any Pamel? Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? Is them a Natural Water Coume Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred (1 Off) feet of a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to One Hundred (100') of Horizontal Distance? Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of any item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercoume? _17] NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permitl EXEMPTION: Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan Is NOT Requiredl Yes No STATE OF NEW YORK, ,~'_' [ ,~ ~ I ........... ss (Name of individual s~n~g D~ment) ~d ~at he/she is ~e ...... G~.~.~ ..................................................................................................................................... (~ner, Contra~or, A~nt, Co~mle ~r, etc.) ~er ~or ~prese~dvc of ~e ~ncr of O~)cds, ~d Js ~uly ~u~orJzed [o ~orm or have pc~ormcd ~e s~d worA ~d to m~c ~d ~lc ~s application; ~t ~] s~tcmc~ con'ned m ~Js appl~cado~ am · at ~c work wild be pc~o~cd i~ ~c m~ncr set [or~ m ~c ~pplicafio~ filed Sworn [o before me ........... ........................ .................... FORM - 06/07 NOTARY PUBLIC-STATE OF NEW YORK (Signature of Applicantl NO. Ol HIe I e;J44e QUOIIflod In Suffolk Counfy LEAC, HIH~ F'IEI,.~ NO. I NO~ A~A : 42,000 ~.F. SUBDIVISION - "MAP OF 5~BASTIAN GO~, SECTION 2" ~IL~ IN T~ Of~l~ O~ tH~ GIE~K Of ~F~OL~ ~OUN~ NOV. ~0~ I~4 A~ HAP NO. ~0~. · ZONIN~ USE DISTRIGT = ~-80 400 OsSa's. der Aven'u,e, Riverhea~ New Yo?k Howard F. Yo~, La~d S~eyor Th~ C. ~olpert, ~ofes~o~al Engi~er Robe~ C. T~t, Arch~teot Ronald E. P~h~ Lan~eape Architect Dougl~ E. A~, ~ofes~al Engineer ~TH DEPAR~NT USE ~0~'~ GE~TI~IGATION .E:,UR.VE¥ LOT 6 "MAP OF SEBASTIAN'5 COVE, 5EGTION 2" At t,'lottlf, uck, To~n of 5outhold ~,uffolk Ooun~,~J, Nero 'fork ~,o!Jn~ TC::IX JvJc:;IJ:~ District lO00 Section JO0 Block O~ Lot II.-/ HAP P~EPA~ ,JULY' 5, 2~O"/ HAY 15, 200"/ Af:~,. 2''), SC, Al_E, ,JOE~ NO. THRU BOLT (Z) EACH SlOB ~" THICK plaTE BOTH SIDES GIRDER, SEE PLAN FOR SIZE VARIES COORDINATE BEARING PLATE WITH GIRDER SIZE TS 4x4]ct~4' STL POST OR LALLY COLUMN ~'~ THREADED ROD 1' NON-SHRINK GROUT ~"CRUSHEDSTONE HSS 4x4~" STL POST 12x12x3/4" BASE PLATE TYP. GIRDER / POST DETAIL TYP. GIRDER / POST DETAIL (8) sarsoTH 2,4). } TYP. POST FOOTING TYP. POST BEARING PLATE r .................................................................... "~ METAL DECK NOTES METAL DECK SHALL CONFORM TO NSI 'SPECIFICATION FOR THE DESIGN OF LIGHT GAUGE COLD FORMED STEEL STHUCTUEAL MEMBERS." METAL DECK SHALL BE PUDDLE WELDED TO THE STRUCTURAL STEEL EVERY 12" (MAXIMUM) AND SIDE LAPS OR ADJOINING PANELS SHALL BE PUNCHED TOGETHER OR WELDED EVERY 3'4)" (MAXIMUM}. METAL DECK SHALL 6E CAPABLE OF SUPPORTING THE WET CONCRETE AND OTHER CONSTRUCT[ON LOADS WITHOUT SHORING. WlOx22 6' POCKET WIDTH = FLG WIDTH + 4" - 2 xl g PACK TIGHT AFTER STEEL BEAM IS -- ERECTED 2 xl 5 WF BEAM, SEE PLAN FOR SIZE 2x10 2x10 2 xlO 2x18 2x15 2 xlO T 2x10 2xl0 WlOx22 2x10 2xlO 2xlO 2xlg 2x18 2x10 2x10 5/8" THK. STL BEARING FLG+2' (2)L3xZx{ __ ANCHOR TABS -- 1' NON~HRINK GROUT CONCRETE FOUNDATION WALL, SEE TYP. DETAIL TYP. BEAM POCKET 1'4)" x 4'4)" - 12" THK. CONDRETE --~ WlOx22 PITCH CONCRETE TOWARDS DRAIN (IYP) 2X10 2xl0 2x10 2x18 2 xl0 , BELOW 2xlO 2x10 2x18 2x10 2x10 2 xlO 2xl0 WlOx22 POCKET, TYP. 2x10 2 xl0 2x10 2x10 2x10 ELOW 2x10 2xlO 2x10 2x10 2x10 2x10 2 xl0 2x10 2x10 eec VERIFY SIZE LAB PROVIDE BEAM POCKET, SEE GARAGE BEAM POCKET DETAIL CANTILEVER SUPPORT FOR GARAGE DOOR CANOPY CONTINUE FOUNDATION FROST WALL 4'4)" BELOW GRADE, TYP. PROVIDE BEAM pOCKET, SEE GARAGE BEAM POCKET DETNL BASEMENT FRAMING PLAN 1/4" = 1'-0" STRUCTURAL LEGEND BEAM/JOIST - SEE PLAN FOR SIZE I ]YPE NEW MASONRY WALL ~ NEW CONCRETE WALL ~ NEW BEARING WALL FRAMING r'~ NEW NON-BEARING PAR]]TION WALL ....... LINE OF ITEMS ABOVE - SEE PLAN FOR ....... IDENTIFIGA~ON ....... LINE OF FOOTING SELDW - SEE PLAN ....... FOR SIZE · POST - STEEL, 8ER NOTES BELOW [] POST - WOOD, SEE NOTES BELOW POST UP POST DOWN i DIRECTION OF FRAMING ~ MEMBER SIZE EXTENT OF FRAMING EXISTING FRAMING - SIZE WHERE ~OWN HAS BEEN DENOTED, VERIFY FRAMING DIMENSION tN FIELD. t4nTHK. SLAB ON GRADE, W/6x6WI.4x CRUSHEDSTONEBASE INDICATES 3' LIGHIWEIGHT CONCRETE ON 2" LOK FLOOR 20 GAGE METAL DECK, TOTAL THICKNESS = 5" W/6 x 6 - W 2.9 x 2.9 WELDED WIRE MESH. NO SHORING IS REQUIRED. STRUCTURAL NOTES 1. ALL WCOD FRAMING TO BE 16" D.C., U.O,N. 2. ALL WOOD FRAMED HEADERS TO SE (2) 2x12, 3. ALL WOOD FRAMED POSTS TO BE (3) 2x4, (2) 2x6, OR (1) 4x4, U.O.N., TYP. - PROVIDE BEARING UNDER FULL WIDTH OF BEAM, TfP. 4. ALL STEEL POSTS TO BE ESS 4x4xl/4", U.O.N.,~P. 5. PROVIDE STL. JOIST RANGERS AT FLUSH FRAMED BEAM AND LEDGER LOCATIONS. 6. PROVIDE MECHANICAL CONNECTIONS - JOIST HANGERS, CLIPS, ETC. AT ALL STRUCTURAL FRAMING CONNECTIONS AB REQ'D, 7. ALL FLITCH PLATE ASSEMBLIES TO BE BOLTED WITH (2) ROWS OF 1/2' O BOLTS @ 24" D.C., STAGGERED, U.O.N. 8. ALl LEDGER LOCATIONS TO RECEIVE (2) ROWS OF IIZ" ~ BOLTS AT 24" D.C., STAGGERED, U.O.N. 9. PROVIDE S~UCTURAL FRAMING AS REQUIRED TO TRANSFER STRUCTURAL POST LOADS FROM ROOF FRAMING TO FOUNDATION BELOW. 10. PBOVIDE BRIDGING AT ALL FLOOR FRAMING LOCATIONS, MAXIMUM 74)" D.C., TYP. 11. CONTRACTOR TO EROVIDE FIRESTOPS AT All REQUIRED LOCATIONS, TYP. 12. ALl ERICK VEREER LINTELS TO BE MINIMUM 3-1/2" 13. STEEL FABRICATOR TO SUBMIT SHOP DRAWINGS DETAILING STEEL CONNECTIONS AND PROVIDE ENGINEERING AS REQUEIED FOR REVIEW AND APPROVAL. 14. AT All LOGATIONS WHERE NEW FOUNDATION WALL MEETS EXISTING FOUNDATION WALLS, PROVIDE STEEL BAR EPOXlED INTO EXISTING FOUNDATION, TYP. 15. AT ALL FLOOR ASSEMBLY LDCATIONS, PROVIDE RURRIGAN STRAPS AND TIES @ 32" D.C., TYP. 16 AT ALL RIDGE AND F-AVE LOCATIONS, PROVIDE RIDGE AND RAVE HURRICANE TIES @ 32' D.C, 17. CONTRACTOR TO INSPECT CONDITION OF EXISTING FRAMING IN AREAS THAT HAVE BEEN EXPOSED BY DEMOLITION AND REPORT FINDINGS TO ARCHITECT OF RECORD 18. CONTRACTOR TO VERIFY SIZE OF EXISTING FOOTING AND NOTIFY ARCHITECT OF FINDINGS. Due ASSEMBLAGE ALL RIGHTS RESERVED 3his drawing, and all graphic and wfilten ma~al contained herein, c~nstitatas Ihe original and unpublished work of oBe ASSEMBLAGE. and ma)~ net be copied, 8is~beted,. or used in whore or in pad, without e~pressed, ~t~n KEY PLAN: ISSUED: No. Date Description Issued to Southold Town Issued to Southold Town PROJECT: ~-07_009 NESGOS RESIDENCE 570 Sebastian's Cove Road MaUiluck, NY PHASE: DRAWING: BASEMENT FRAMING PLAN s,=l.. AS NOTED Date: 06.20.07 Drown By: Dmwing. S-100 (2)2x8 STRUCTURAL LEGEND BEAM/JOIST - SEE PLAN FOR SIZE / TYPE NEVV MASONRY WALL ~ NEW CONCRETE WALL ~ NEW BEARING WALL FRAMING ~ NEW NON-BEANING PARTITION WALL ....... MNE OF ITEMS ABOVE - SEE PLAN FOR ...... IDENTIFICATION ....... LINE OF FOOTING BELOW - SEE PLAN ....... FOR SIZE · POST - STEEL, SEE NOTES BELOW POST - WOOD, SEE NOTES BELOW POST UP POST DOWN DIRECTION OF FRAMING MEMSERSIZE -- EXTENT OF FRAMING EXISTING FRAMING - SIZE WHERE KNOWN HAS BEEN -- DENOTEO, VERIFY FRAMING DIMENSION IN FIELD. 4' THI~ SLAB ON GRADE, W/be6 WI .4 x W1.4 WWF, WI 6' DEEP 3/4" O CRUSHED STONE SASE INDICATES 3' LIGH~NEIGHT CONCRETE ON 2" LOK FLOOR 20 GAGE METAL DECK, TOTAL THICI(NESS = 5" W/6 x 6 - W 2.9 x 2.9 WELDED WIRE MESH. NO SHORING IS REQUIRED. STRUCTURAL NOTES 1. ALL WOOD FRAMING TO SE 16" C.C.; U.O.N. 2. ALL WOOD FRAMED HEADERS TO BE (2) 2x12, 3. ALL WOOD FRAMED POSTS TO BE (3) 2x4, (2) 2x6, OR (1) 4x4, U.O.N., TYP. - PROVIDE BEARING UNDER FULL WIDTH OF BEAM, TYP. 4. ALL STEEL POSTS TO SE HSS 4x4x114", U.O.N., TYP. 5. PROWDE STL. JOIST HANGERS AT FLUSH FRAMED BEAM AND LEDGER LOCATIONS. 6 PROVIDE MECRANICAL CONNECTIONS - JOIST HANGERS, CUPS, ETC. AT ALL STRUCTURAL FRAMING CONNECTIONS AS REG'D 7. ALL FLITCH PLATE ASSEMBLIES TO BE BOLTED WITH (2) ROWS OF 112" O BOLTS @ 24' C.C., STAGGERED, U.O.N. 8. ALL LEDGER LOCATIONS TO RECEIVE (2) ROWS OF t/2" O BOLTS AT 24" C.C., STAGGERED, U.O.N. 9. PROVIDE STRUCTURAL FRAMING AS REQUIRED TO TRANSFER STRUCTURAL POST LOADS FROM ROOF FRAMING TO FOUNDATION BELOW. 1(] PROVIDE BRIDGING ATALL FLOOR FRAMING LOCATIONS, MAXIMUM 7'-0" C.C., TYP. 11. CONTRACTOR TO PROVIDE FIRESTOPS AT ALL REQUIRED LOCATIONS, TYP, 12. ALL BRICK VENEER LINTELS TO BE MINIMUM 3'1/2" 13. STEEL FASRICATOR TO SUBMIT SHOP DGAWlNGS DETAILING STEEL CONNECTIONS AND PROVIDE ENGINEERING AS REQURIED FOR REVIEW AND APPROVAL. 14 AT ALL LOCATIONS WHERE NEW FOUNDATION WALL MEETS EXISTING FOUNDATION WALLS, PROVIDE STEEL BAN EPOXIED INTO EXISTING FOUNDATION, TYP. 15. AT ALL FLOOR ASSEMBLY LOCATIONS, PROVIDE HURRICAN STRAPS AND TIES @ 32" C.C., T~'P. 16. AT ALL RIDGE AND RAVE LOCATtONS, PROVIDE RIDGE AND F_AVE HURRICANE TIES @ 32" C.C., TYP. 17. CONTRACTOR TO INSPECT CONDITION OF EXISTING FRAMING IN AREAS THAT HAVE BEEN EXPOSED BY DEMOLITION AND REPORT FINDINGS TO ARCHITECT OF RECORD. 18. CONTRACTOR TO VERIFY SIZE OF EXISTING FOOTING AND NOTIFY ARCHITECT OF FINDINGS. DUe ASSEMBLAGE ALL RIGNTS RESERVED This drawing and all graphic and written mtaedal contained herein, cons(]tutes the original and unpublished ~)rk of DUe ASSEMBLAGE and may not ttbe cop~ed, distfibuled, or use(] in whole or in part, wi~ota expresse~, wdben permission. KEY PLAN: ISSUED: No. Date 1. 06.20.07 2. 07.26.07 3. O8.16.07 ~ 09.10.07 01.17.08 Description Issued to Southold Town tssued for Control Esfimat~ Issued For Construction Revised Beam Dimensions Reissued to Southold To~ PROJECT: A-07_009 NESGOS RESIDENCE 570 Sebastian's Cove Road Maitituck, NY PHASE: DRAWING: FIRST FLOOR FRAMING PLAN sca~e: AS NOTED Date: 06.20.07 Drawn By MTS Drawing: S-10' )£ EQ. 9'~2' EQ. PITCH STONE TO DR'~NELL DRY LAID STONE RETAINING WALL SEE DETAIL FRENCH DRAIN - DRAIN TO DRYWELL NOTES: 1. ALL NEW BASEMENT FLOORS TO BE TROWELED FINISH CONRETE PATIO STORM DRAIN - DRAIN TO DRYWELL STOI~I- - ~ ....... DRAIN_ DRAIN l---l~_ROOF ALI NG WITH TO DRYWELL STRUCUTRAL POST ABOVE KO. 2 PATIO STORM DRAIN EG. L ..... EQ. 2 4" ~ ALUM I.DR. - CONNECTTO PATIO DRNN ALONG CLNG. ROOF STORM DRAIN SL~I~D CONCRETE 1 SLABHSEE SECTION lqN DWG. A-307 EQ. GARAGE PROVIDE 1HR. RATED CEILING @ GARAGE, ~TYP. - MIN. (2) LAYER 5/8' GYP., TYP. DOOR BATHROOM BASEMENT PANTRy STORAGE eec 79'-11y2' PROVIDE SPRINKLERHEAD ATFURNACE LOCATION, TYP. AC. COMBUSTION NR FOR BOTH UNITS - PROVIDE (2) OPENINGS LOCATE WITHIN 12" OF TOP & BOTTOM OF ENCLOSURE, ALL ITEMS TO CONFORM Wi CHAPTER 17 NOTE: EXISTING OIL TANK TO REMAIN - NO WORK / CHANGES TO BE MADE TO EXISTING OIL STORAGE ALIGN WALLS Wi EXISTING COLUMN UL APPROVED CLASS L, OIL MANUFACTURER'S RECOMMENDATION BASEMENT UP PARTITION TYPES ~ EACHSIDE ~ ~ EACHSIDE ~ ~ 518"GYPSUMBOARD ~ BLOCKING/ERIDG/NG AS ~ ~ BLOCKING/BRIDGING A8 TYpE"X", EACH SIDE I REQ'D I REQ'O ~ BLOCKING/BRIDGING AS 2nd STUD @ 18" O.C., ~ 2x6 STUD ~ 16" O.C, REQ'D ~ UNLESS OTHERWISE ~ UNLESS OTHERWISE ~(4 STUD @ 16" O.C., NOTED ; NOTED ~ UNLESS OTHERWISE SOUND INSULATION (AS SOUND INSULATION (AS NOTED ~ ERG'D), SEE NOTE ~3 ~ REQ'D), SEE NOTE ~3 ~ SOUND INSULATION (AS BELOW. ~ BELOW. ~ -- REQ'D}, SEE NOTE ~3 ~ BELOW -- ~ SOLE PLATE -- ~ ~-- SOLE PLATE - ~ ~ ~ SOLE PLATE ~ TYPE A- NONRATED ~> TYPE B- NONRATED <~ TYPE B - 1 HR. RATED SCALE: N,T.S SCALE; N.T.S. SCALE: N.TS. FLOOR PLAN LEGEND m EXISTING WALL TO REMAIN ~ NEW CONCRETE WALL ~ NEW BEARING WALL FPJ~MING ~ NEW NON-BEARING RASTmON WALL PARTITION NOTES CONTRACTOR SHALL BE RESPONSIBLE FOR CROSS REFERENCING WALL CONSTRUCTION TYPES W/WALL FINISHES, SEE FINISH XEYS ON ARCHITECTURAL PLANS AND ELEVATIONS FOR FINISH TYPES. REFER TO FINISH SCHEDULE, PROVIDE SOUND ATTENUATION RAT~ @ ALL BATHROOM WALL LOCATIONS, TYP, PROVIDE BAT[ INSULATION AT ALL EXTERIOR WALLS AS PER REQUIREMENTS IN GENERAL NOTES. PROVIDE WATER RESISTANT GW~SUM BOARD AT ALL BATHROOM WALL LOCATIONS. PROVIDE SOUND ATTENUATION BATr @ 2ND FLOOR FRAMING, THROUGHOUT. ELECTRICAL DUPLEX RECEPTACLE [] FLOOR RECEPTACLE QUAD RECEPTACLE [] QUAD FLOOR RECEPTACLE GROUND FAULT INTERUPT DUPLEX RECEPTACLE - UTD. 42' AF.F. DEDICATED CIRCUIT -DUPLEX RECEPTACLE [] MECHO/BHAOE CONTROL TELEPHONE RECEPTACLE · DATA RECEPTACLE THERMOSTAT ELECTRICAL NOTES 1. ALL ELECTRICAL WIRING INSTALLED ALONG INTERIOR OF FOUNDATION WALL TO BE INSTALLED IN 3/4" CONDUIT AS PER LOCAl. BUILDING CODES. 2. VERIFY TELEPHONE / DATA REQUIREMENTS W/ OWNER. 3. PROVIDE TELEPHONE & CA'~/CONNECTION AT ALL BEDROOMS ANO LIVING ROOM AREAS, TYP. BASEMENT FLOOR PLAN & ELECTRICAL PLAN . <!;'..',-' ode ASSEMBLAGE ALL RrGHTS RESERVED mis dm[]ng, and all graphic and w~itten matedal ce~bllned herein, consffi~Jtes the original and unpublished work of oSe ASSEMBLAGE and maay~ not be cop~ed, dis~bubld, or used in whole or in pit w~theul expressed, wdffen permission. KEY PLAN: ISSUED: No. Date 1. 06.20.07 ~ 09.11.07 Description Issued to Soulhold Town Issued to Soulhold Town PROJECT: A-07_009 NESGOS RESIDENCE 570 Sebastian's Cove Road Mattituck, NY PHASE: DRAWING: BASEMENT CONSTR & ELEC PLAN s~: AS NOTED D.~: 06.20.07 ~r~w. ~,. MTS A-100 FABTENER SCHEDULE FOR STRUCTURAL MEMBER TABLE R602.3(1) NUMBER AND TYPE OF DESCRIPTION OF BUILDING ELEMENTS FASTERNER {a,b,c,d} SPACING OF FASTENERS JOIST TO SILL OR GIRDER, TOENAIL 3-8d 1" x 6" SUBFLOOR OR LESS TO EACH JOIST, FACE NNL 2-8d / 2 STAPLES, 1-3/4" 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE RAIL 2-t Sd SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 158 16" TOP OR SOLE PLATS TO STUD, END NAIL 2458 STUD TO SOLE PLATE, TOE NAIL 3-8d or 2-1 58 DOUELE STUDS, FACE NAil 10d 26- D.C. DOUBLE TOP PLATES, FACE NAIL 10d 24" D.C. SOLE PLATS TO JOIST OR BLOCKING AT BRACED WALL PANELS 3-158 16" D.C. DOUBLE TOP PLATES, MIN. 24' OFFSET OF END JOINTS, FACE HAIL IN LAPPED AREA 3-158 BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATS, TOE NAIL 3-8d RIM JOIST TO TOP PLATE, TOE RAil 58 8" o.c. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE RAIL 2-1 Od ED[LT-UP HEADER, TWO PIECES WITH IY~" SPACER 158 16' D.C. ALONG EACH EDGE CONTINUED HEADER, TING PIECES 158 16' D.C. ALONG EACH EDGE CEIUNG JOISTS TO PLATE, TOE NAIL 3-od CONTINUOUS HEADER TO STUD, TOE NNL 4-8d CEILING JOIST, LAPS OVER PARTITIONS, FACE NAIL 3-1 58 CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL 3-1 Od RAFTER TO PLATE, TOE RAIL 2-1 58 1" BRACE TO EACH STUD AND PLATS, FACE NNL 2-58 / 2 STAPLES, 1-3/4' t' x 6- SHEATHING TO EACH BEARING, FACE RAil 2-58 / 2 STAPLES, t" x 8" SHEATHING TO EACH BEARING, FACE RAIL 2-8d / 3 STAPLES, WIDER 3HAN 1" x 8" SHEATHING TO EACH SEARING, FACE NAIL 3-8d 14 STAPLES, 1-3/4' BUILT-UP CORNER STUDS 10d 24" D.C. NNL EACH LAYER AD FOLLOWS: BUILT-UP GIRDERS AND BEAMS, 2' LUMBER LAYERS 18d 32' D.C. AT TOP AND SOTrOM AND STAGGERED. 3WO NAILS AT ENDS AND AT EACH SPLICE. 2" PL~KS 2-16d AT EACH SEARING ROOF RAFTERS TO RIDGE, VALLEY OB HIP RAFTERS: TOE NAIL 4-16d FACE NNL 3-16d RAFTER TIES TO RAFTERS, FACE 3-od WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND WALL SHEATHING TO FRAMING, AND PARTICLEBOARD WALL SHEATHING TO FRAMING $16" - t/2" 6d COMMON NAIL (SUBFLOOR, WALL) 3d COMMON RAIL (ROOF) {1} 6 12 {g} 19132" - 1" od COMMON NAIL 6 12 1-118' - 1-1/4" 1 Od COMMON NAIL OR ad DEFORMED NAIL 6 12 SPACING OF FASTENERS DESCRIPTION OF BUILDING DESCRIPTION OF FASTENER INTERMEDIATE MATERIALS {b,c,d,e} EDGES SUPPORTS (inches) ii} {c,e} (inches) OTHER WALL SHEATHING ih} 112 REGU!.~R CELLULOSIC 1-1/2 GALVANIZED ROOFING RAIL, 6d COMMON NAil, 3 6 RBEREOARD SHEATHING STAPLE 18 GA, 1.1/2, LONG t/2" STRUCTURAL CELLULOSIC 1.1/2' GALVANIZED ROOFING RAIL, od COMMON NNL, STAPLE 3 6 FIBERBOARD SHEATHING 16 GA,, 1-112, LONG 25/32" STRUCTURAL CELLULOSIC 1~4' GALVANIZED ROOFING RAIL, 58 COMMON NNL, STAPLE 3 6 FIBERBOARD SHEATHING 16 GA., 1-3/4" LONG %1/2, GALVANIZED ROOFING NNL, 58 COMMON RAIL, STAPLE 4 8 112' GYPSUM SHEATHING GALVANIZED, 1-1/2" LONG; 1-114' SCREWS, TYPE W OR S 1-3/4" GALVANIZED ROOFING NAIL, 8d COMMON NAIL, STAPLE 4 8 5/8" GYPSUM SHEATHING GALVANIZER, 1-5/8" LONG; 1-5/8" SCREWS, 3YPE W CR S WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 3/4" AND LESS 58 DEFORMED NNL OR 58 COMMON NAIL 6 12 7~8" ~ 1" 58 DEFORMED NAIL OR 58 COMMON RAIL 6 12 1.1/8" - 1-1/4" 58 DEFORMED NNL OR I Od COMMON NAIL 6 12 NOTES ia} ALL NAILS ARE SMOOTH-COMMON, SOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED, {b} STAPLES ARE t6 GAGE WIRE ANN HAVE A MINIMUM 7116' ON DIAMETER CROWN WIDTH, {c} NAILS SHALL BE SPACED AT NOT MORE THAN 6" ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 43' OR GREATER. {d} 4 x 8 OR 4 x 9' PANLSS SRALL BE APFLIED VERTICALLY. {e} SPACING OF FASTENERS NOT INCLUDED IN 3HIS TABLE SHALL BE SABER ON TABLE R582.3(1 ). if} FOR REGIONS HAVING EASIC WIND SPEED OF 110mph OR GREATER, 58 DEFORMED NAILS SHALL BE USED FOR ATTACHING PLYWOOD AND WOOD STRUCTURAL PANEL ROOF SHEATHING TO FRAMING WITHIN MINIMUM 48" DISTANCE FROM GABLE END WALLS, IF MEAN ROOF HEIGHT IS MORE THAN 25, UP TO 35 MAXIMUM. {g} FOR REGIONS HAVING BASIC WIND SPEED OF 158mph OR LESS, NNLS FOR An'ACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SRAIL BE SPACED 6 ON DENTEF[ WHEN BASIC WIND SPEED IS GREATSR THAN 158mph, RAILS FOR ATTACHING PANEL ROOF SHEARTIN TO INTERMEDIATE SUPPORTS SHALL BE SPACED 6' ON CENTSR FOR MINIMUM 48" DISTANCE FROM RIDGES, EAVES AND GABLE END WALLS; AND 4" ON CENTER TO GABLE END WALL FRAMING. {h} GYPSUM SEEATHING SHALL CONFORM TO ANTM C 73 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253, FIBERBOARD SREAHTING SHALL CONFORM TO EITHER AHA 194~1 OR ABTM C 2S3. {I} SPACING OF FABTSNERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND AT ALL FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANELS EDGES APPLIES TO PANEL EDGES SUEPORTSD BY FRAMING MEM SERS AND AT ALL ROOF PLANE PERIMETERS. BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRMAING MEMBERS SHALL NOT SE REQUIRED EXCEPT AT INTERSECTION OF ADJEACDENT ROOF PLANES. FLOOR AND ROOF PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID SLOCKING, INSULATION NEW YORK ENERGY CODE COMPLIANCE TABLE COMPONENT MINIMUM R-VALUE CEILING (FLAT) IRSULATION R-58 SLOPED (CATHEDRAL) INSULATION R-58 WALLS, KNEEtNALLS & RIM BAND / JOIST INSULATION R-I 3 FLOOR8 OVER GARAGES & OUTSIDE R-19 EASEMENT WALLS R-11 FULL HEIGHT SLAB EDGE / SLAB UNDER R~ I R-10 CRAWL SPACES R-11 WALLS OR R-20 FLOOR ABOVE WINDOWS, GLASS DOORS & SKYLIGHTS (HIGH PERFORMANCE, LOW E, LOW SOLAR HEAT GAIN) FEATURE WINDOWS SKYLIGHTS MAXIMUM U-FACTO~ 0.33 0.80 MAXIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) 0.39 0.44 MECHANICAL SYSTEMS FEATURE AIR CONDITrONER EFFICIENCY SEER 14.00 BOILER EFFICIENCIES 85% APUE (SClLER) DUCT INSULATION IN UNHEATED SPACES R-6 REINFORCING BAR LAP SPLICING SCHEDULE fc = 3000 psi fc = 4DO0 psi fc = 5000 psi ALL fc BAR SIZE TENSION SPLICE TENSION SPLICE TENSION SPLICE COMPRESSION SPLICE CATEGORYI CATEGORYII CATEGORYI CATEGORYII CATEGORYI CATBGORYII OPEN ~NCLOSEDINTIE 3 22 33 19 28 17 25 12 12 4 29 43 25 38 23 34 15 13 5 36 54 31 47 28 42 19 16 6 43 65 38 56 34 53 20 19 7 63 94 54 81 49 73 27 22 8 72 tO7 62 93 56 83 30 25 9 81 121 70 105 62 94 34 28 10 §0 134 78 116 69 104 38 32 1t 98 147 85 128 76 114 42 35 1. 'UNLESS NOTED OTHERWISE ON PLANS OR DETAILS, LAP SPLICES IN CONCRETE BEAMS, SLABS, WALLS STEM WALLS, AND FOOTINGS SHALL BE TENSION LAP EPLIICES AND LAP SPLICES IN CONCR~TS COLUMNS SHALL BE COMPRESSION LAP SPLICES. Z USE TSNSION SPLICE CATSGORYt WHEN: A. THE CLEAR SPACING OF SAR BEING SPLICED ~ NOT LESS THAN THE BAR'S DIAMETER (db), THE CLEAR COVER IS NOT LESS THAN (db), AND THE BAR IS LOCATSD WA COLUMN OR A BEAM, OR B. CLEAR SPACING OF BARS BEING SPLICED IS NOT LESS THAN 2(db) AND THE CLEAR COVER IS NOT LESS THAN (db}, FOR ALL OTHER GASES, USE TSNSION SPMCE CATEGORY Il. 3. TENSION LAP SSUCES SHOWN IN THE TABLE ARE FOR SPLICES IN NORMAL WEIGHTCONCRETE. IF SPLICE OCCURS IN LIGHTWEIGHT CONCRETE, MULTIPLY VALUES GIVEN IN TABLE BY 1.3. 4. TENSION L~P SPLICES SHOWN IN TSE TABLE ARE FOR SPLICES OF BOTTOM EARS. IF SPLICED EAR IS A TOP RAR, ' MULTIPLY VALUES GIVEN IN TABLE DY 1.3. TOP EAR IlS DEFINED AS A HORIZONTAL BAN SO PLACED THAT MORE THAN 12' OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE SPLICE. S. TENSION LAP ERUCES FROWN IN TARLE ARE FOR fy'~58,580 psL IF SFLiCED EAR HAR A fy=40,588 psi., MULTIPLY VALUES GIVEN IN TABLE BY 0.67. 6. TERS/ONARDCOMPREESIONLAPSFLICESSHOWNIINTABLEAREFORNGN-EPOSYCOATEDREINFORClNG. FOR EPOXY CGATSD BARS WITH COVER LESS THAN (3db)J, MULTIFLY VALUSS GIVEN IN TABLES BY 1.5, FOR ALL OTHER EPOXY COATED BARS, MULTIPLY VALUES GIVEN IN TABLE BY 1.2, 7. ADJUSTMENT FACTORS OF NOTES 3 THROUGH ltARIE CUMULATIVE, EXCEPT THE PRODUCT OF 4 AND 6 NEED NOT BE TAKEN GREATER THAN 1,7. 8. LAP SPLICES SHOWN ARE IN iNCHES. 9. THIS TABLE BANED ON AC1318-BS RECTIONS 12,22,1122.4,12.15,12.16, ARB 12.17 IN LIEU OF USNG THIS TABLE ACl 318-95 SECTIONS 12.2,12.15,12.16, AND 12.17 MAY BE FOLLOWED, NORTH .P OT PLAN ABBREVIATIONS GENERAL SYMBOL KEY A,F.F. ABOVE FINISHED FLOOR ~ BLDG. STD. SUILDING STANDARD ~ DETNL DESIGNATION CL CENTER LINE CLG CEILING COL COLUMN ~k CONC CONCRETE CONST CONSTRUCTION SECTION DERIGRATION DEMO DEMOLITION DIA DIAMETER DIM DIMENSION DN DOWN (~ BOOR DESIGNATION DWG DRAWING FIXTURE SUMMARy EXIST'G NE-'~V TOT/M. TOTAL NO. OF BATHS 3 2 5 TOTAL NO. OF 1/2 BATHS 0 1 LAVATORIES 4 2 6 WATER CLOSET 3 2 5 TUBS 2 1 3 SHOWERS 2 1 3 SINKS 2 O 2 DISHWASHER 2 0 2 HOT WATER HEATER I _0 I_ TOTAL: 16 6 22 PLUMBING RISER DIAGRAM OWNER: NESGOS RESIDENCE 570 SEBASTIAN'S COVE ROAD HAMLET OF MATTITUCK, SOUTHOLD, N.Y. 11952 PROJECT INF(~TION: ARCHITECT OF RECORD: PROJECT DESCRIPTION: MICHAEL R. LISOWERL R.A ~ ASSEMBLAGE, 116 CHAL~ERS ST., 4TH FL. NEW YORK, NY 15807 PROJECT CONTACT: MICHel R. ESOWSKI TSL: 2t2.965,0314 ESX: 21Z585.0344 THE ADDITION OF A NEW 2 CAR GARAGE AT BASEMENT LEVEL; A NEW ENTHY, DER, GUEST BEDROOM AND LATH AT FIRST FLOOR LEVEL; THE EXTENSION OF THE SECOND FLOOR S~JDY & MAS~ BATH; A NEW STONE PATIO AT THE SIDE YARD; REW DECKS AT THE 1-1/2 STORY, 2ND STORY ARB ROOF LEVELS. GN~AGE AREN 429 S.F. 583 S.F. 992 S.F. BABEMENT ARE~ 1,27S S.F. 1270 S.F. FIRET FLOOR AREA: 1,258 S.F. 1,239 S.l~ 2,523 S.F. %1/2 FLOOR AREA: 436 S.F. 436 S.F. SECOND FLOOR AREA: 1,016 S.F. 228 S.F. 1,244 S.F. PATIO/DECK AREA: 1,546 S.F. t,548 S,F. TOTAL AREA: 4,435 S,F. 3,576 S.F. SINGLE FAMILY RESIDENCE ZONE R-80 ON LEAD coN'~E CERTIFICATE soLDER USED IN EXcEED 2/:10 OF 1 RESIDENTIAL LOW-DENSITY DISTRICT (2 ACRE MINIMUM) REQUIRED LOT AREA [MINIMUM) 58,580 S.F. AS PER TOWN Ot: SCUTHOLD ZONING CRAPTSR 280 BULK SCHEDULE ~Ar DATS OF LOT CSEATION BE3WEEN EXlS'nNG PROPOSED 42,058 S,F.(ENISTING NON-CONFORMING) REQUIRED LOT AREA (58NOdUM) 40,D58 S.F. 42,580 S.F. 42,0~ S.F. LOT WIDTH (MINIMUM) IDS' 210' 210'(EXISTING) LOT DEPTH (MINIMUM) 170' 200' 2(]0' (EXISTING) YARDS, PRINCIPAL BUlESING*' FRONT 50' 70'-1" 58'-10-1/4= SIDE 20' 4ff..4", 100'~ 40'4", 73'-11 5/8' SIDE, TOTAL zW 140'-6- t14'-3 5~ REAR 58' 57'-t0 3/4' 60'-0-114" HEIGRT (t~X. ABOVE AVG. GRADE) 35' 27'-1' 33'-11' REIGHT (STORIES) 2-1~ 2-1/2 2-1/2 *' AS PER CHAPTER 280-124 NONCONFROMING LOTS BUILDING COVERAGE ANALYSIS LOT ANEA 40,000 S.F. 42,058 8~F. 42,BS~ S.F. ~427 S.F. 3,913 S.F. EX]STING PROPOSED AREA OF BUILDING LOT COVERAGE (I~MUU) 20% 5.8% 93% (PROPOSED) BUILDING DEPARTMENT INFORMATION USE GROUP: R-3 - RESIDENTIAL (1 AND 2 FAMILY DETACHED) CONSTHUCTION CLASS: TYPE V, B REFERENCE BUILDING CODE: DRAWING LrST T-O01 PROJECT INFO, PLOT PLAN, RISER DIAGRAM & ENERGY CALCS T.-O02 PROJECT NOTES SP~O31 SITE PLAN & DETAILS 13-100 DEMOLITON PLAN & NOTES A-100 BASEMENT FLOOR PLAN, ELECTRICAL PLAN & NOTES A-tO1 FIRST FLOOR PLAN, ELECTRICAL PLAN & NOTES A-tO2 SECOND FLOOR PLAN, ELECTRICAL PLAN & A-103 ROOF PLAN & PARTIAL BULKI'TEAD PLAN ' u~u~,t,,- .......... A-110 BASEMENT REFLECTED CEILING PLAN A-I 11 FIRST FLOOR REFLECTED CEILING PLAN A-112 SECOND FLOOR REFLECTED CEILING PLAN A-202 {RETAIN STORM WATER RUNO~ A-302A'3°1 [ PURSUANT TO SECTION 45-t00 ' A-~DE !OF THE TOWN CODE, S-102 ELEVATIONS ELEVATIONS BUILDING SECTION WALL SECTIONS DOOR & WINDOW SCHEDULE & NOTES BASEMENT FRAMING PLAN & NOTES FIRST FLOOR FRAMING PLAN & NOTES SECOND FLOOR FRAMING PLAN & NOTES OONOTPROCEEDWiTH FRAMING UNT~LSURVEY OFFOUNDATIONLOCATiON, HASBEENAPPROVED. ' ASSEMBLAGE AU. RIC-HTS RESERVED This dra~i.'ng, and 38 gm ic am~ wdmm malmt~ o:m~ainad Cite ARSRMSLAGE and may n~ be ~,ed, di~, a' used in whale ~r in pail, w~hout eR~, wfilte~ KEY PLAN: ISSUED: No. Date Desc~iplion 1. 06.20.07 issued to Sauthold Town APPRO,VED AS NOTED NOTIFY BUILDING DEPARTMENT AT 7E5-1802 8AM TO 4PM FOR THE FOLLOWING iNSPECTIONS; 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING ~. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.G. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIR 3ONDITJONS OF SOL~HOLD TOWN ZBA . SOUTHOLD TOWN PLANNING ~ARD OCCUPANCY OR USEIS UNLAWFUL WITHOUTCERTIFICATE OFOCCUPANCY ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. CERTIFICATION OF NAILING & CONNECTIONS REQUIBE , PROJECT: A-07_009 NESGOS RESIDENCE 570 Sebaslian's Cove Road MatlJtuck, NY PHASE: [] si~ Surrey DRAWING: PROJECTINFO, PLOT PLAN, ENERGY CALCS. .s~M: AS NOTED 06.20.07 Dr'a~ By: UTS T-O01 1. ARCHITECTURAL NOTES - GENERAL 1. THE GENERAL CONDITIONS OF THE CONTRACT FOR THE CONSTRUCTION OF BUILDING, STANDARD FORM OF THE AIA, LATEST EDITION, ARTICLES 1 THROUGH 14 INCLUSIVE, PLUS SUBSEQUENT AMENDMENTS, ARE MADE A PART OF THIB SPECIFICATION TO '~JE ,SAME EXTENT AS IF HEREIN WRITTEN OUT IN FULL. DOCUMENTS REMAIN THE EXCLUSIVE PROPERTY OF THE ARCHITECT OF RECORD AND MAY NOT BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT WRITTER CONSENT OF THE ARCHITECT OF RECORD. 2. SCOPE OF WORK: CONSTRUCTION WORK AS PER PLAN. THE CONTRACTOR BRALL, PRIOR TO BID, VISIT THE SITE AND VERIF~ THAT ALL EXISTING CONDITIONS AGREE WITH THE INFORMATION SHOWN ON THE DRAWINGS, ANY CONFLICTS, OMISSIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR FULL REBOLUTION PRIOR TO COMMENCEMENT OF ANY WORK. NO ALLOWANCES WILL BUBSSQU ENTLY BE MEDE ON HIS BEHALF FOR ANY ADDITIONAL EXPENSES WHICH ARE INCURRED DUE TO NEGLECT OR WHICH COULD RAVE BEEN REASONABLY FORESEEN BY PRIOR INSPECTION OF EXlBT]NG CONDITIONS. 3. ALL WORK 18 TO CONFORM TO THE MOST CURRENT AND APPUCABLE VOLUME OF THE INTERNATIONAL RESiDENTiAL CODE, N.Y. ST ATE EDITION, AND ALL APPLICABLE NATIONAL, ST ATE AND LOCAL CODES; FlEE DEPARTMENT REGULATION, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACT]CSS. 4, CONTRACTORE SHALL KEEP SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE, AND BRALL HAVE SOLE RESPONEIEILrlY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY UNAUTHORIZED PARTIES. 5. SUBSTITUTIONS OF EQUIPMENT OR MATERIALS OTHER THAN THOSE SHOWN ON THE DRAWINGS OR IN THE SPECIFICATIONS SHALL BE MADE ONLY UPON REVIEW AND ACCEPTANCE BY TRE ARCHITECT OF RECORD, THE CONTRACTOR SHALL SUBMIT HIS GUDSTITETION FOR REVIEW AND ACCEPTANCE BEFORE RELEASING ANY ORDER FOR FABRICATION AND/OR SHIPMENT. THE ARCHITECT OF RECORD RESERVES THE EIGHT TO DISAPPROVE SUCH SUBMISSION, PROVIDED THEIR SOLE OPINION, THE ITEM OFFERED IS NOT THE EQUAL OF THE ITEM SPECIFIED, ALL DIMENSIONS AND CONDITIONS SHOWN AND ASSUMED ON THE DRAWINGS MUST SE VERIFIED AT THE SiTE BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK. ANY DISCREPANCIEB OR ERRORS IN THE PLANS, SPECIFICATIONS, AND/OR DETAILS MUST MUST BE REPORTED TO THE ARCHITECT OF RECORD AT ONCE. NO CHANGE IN PLANS, DETAILS OR DIMENSIONS IS pERMISSIBLE WITHOUT THE CONSENT OF THE ARCHITECT OF RECORD. DRAWINGS MAY BE ROUGH SCALED FOR ESTIMATING AND GENERAL ED RPOSES, BUT ARE NOT TO B E SCALED FOR CONSTRUCTION LOCATION, DIMENSIONS, OR ANY OTHER PURPOSES. CONSULT WITH THE ARCHITECT OF RECORD FOR FINAL SIZES~ DIMENBIONS ARO LOCATIONS. MINOR DSTAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER AND ACCEPTABLE CONSTRUCTION, INSTALLATION, OR OPERATION OF ANY PART OF THE WORK, SHALL BE INCLUDED IN THE WORK THE SAME AS iF HEREIN SPECIFIED OR INDICATED, WORK SHALL BE INSTALLED SO THAT ALL REQUIRED PARTS ARE READILY ACCESSIBLE FOR INSPECTION, OFERATtONS, MAINTENANCE, AND REPAIP~ MINOR DEVIATIONS FROM THE DRAWING MAY BE MADE TO ACCOMPLIBH THIS, SUT CHANGES OF MAGNITUDE BRALL NOT BE MADE WITHOUT PRIOR WRITTEN REVIEW AND ACCEPTANCE BY THE ARCHITECT OF RECORD, ARY SURVEY INFORMATION OR INFORMATION RECARDING SITE LAYOUT, UTILITIEB, PAVEMENTS, GRADING ETC... WAS TAREN FROM DRAWINGS RECEIVED BY THE OWNER. 'iHIB INFORMATION WAS SHOWN ON THE DRAWINGS FOR COORDINATION ONLY. THE ARCHITECT OF EEODRD ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS, SAFETY, OR CODE COMPLIANCE OF SAME. 11. ALL DIMENSIONB UNLESS OTHERWISE NOTED, ARE TO: -FACE OF STUD -FACE OF BLOCK -CENTERLINE OF WINDOWS AND DOORS IN WOOD FRAME WALLS. -MASONRY OPENING FOR WINDOWS AND DOORS IN MASONNY WALLS. 12. ELECTRICAL, BVAC, AND PLUMBING SYSTEMS SHALL BE DSSIGNED AND INSTALLED By CTHERS PER CODE REQUIREMENTS BY PERSONS LICENSED iN THEIR TRADES, ALL INSPECTIONS AND REQUIRED SIGN~OFF SHALL BE COORDIRA'IED AND ARRANGED FOR BY LICENSED TRADEBMEN. ANY ELECTRICAL, HVAC, OR PLUMBING DATA SHOWN rs FOR COORDINATION FURPOSES ONLY. THE ARCHITECT OF RECORD ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS, SAFETY, OR CODE CONFORMANCE OF 13. QUALIFYING CONTHACTORB MUST HAVE FILED ALL REQUIRED CERTIFICATE OF INSURANCE AND OBTNNED AN UPDATED TRADKING NUMBER WITH THE DEPARTMENT OF BUILDINGS. OWNER/ARCHITECT SHALL OBTAIN PERMIT WITH THE DEPT. OF BUILDINGS ON BEHALF OF TH E SELECTED CONTRACTOR, FOR THE SCOPE OF WORK DEFINED HEREIN. PERMITS AND FEED, IF REQUIRED, BY OTHER GOVERNING AGENCIES RAVING JURiSDICTiON, IE: DEPT. OF TPJ~PONTATION, BRALL BE RE~PONSIBILTY(ISS) OF THE CONTRACTOR, AND SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE COMMENCEMENT OF WORK. 14. THE CONTHACTOR SRALL COORDINATE ALL WORK PROCEDURED WItM REQUIREMENTS OF LOCAL AUTHORITIES AND BUILDING OWNER/MANAGEMENT. 15. THE CONTRACTOR BRALL RE REBFONSIBLE FOR THE EROTECTION OF ALL COND/TIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR BRALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAl. OR REMOVAL TASKS. THE CONTRJ~,GTOR SHALL HAVE SOLE RESPONSIBILi'~' FOR ANT DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK, 16. THE CONTRACTOR SHALL DO ALL CUTBNG, RATCHING, REpNRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOS. 17. ALL PIPING ARB WIRING SRALL BE REMOVED TO A POINT OF CONCEALMENT AND BHALL BE PROPERLY CAPPED OR PLUGGED. 18. NO DERRIS SRALL B E ALLOWED TO ACCUMULATE ON TEE SITE. DSBRIS SHALL SE REMOVED BY THE CONTRACTOR AS THE JOB PROCEEDS. THE SITE SHALL BE LEFT BROOM CLEAN AT THE COMPLETION OF DEMOMTION. CESRIS IN ACCESS ROUTE (IR: SIDEWALK AND STREET) TO THE GITE SHALL BE CLEANED UP AND LEFT BROOM CLEAN AT THE END OF EACH WORK DAY. 19. CONTRACTOR SRALL PROVIDE SURVEY OF INPLACE FOUNCATION AS INSTALLED PER CODE REQUIREMENTS WITH NOTATIONS DENOTING ELEVATIONS IN RELATION TO EXISTING GRADE FOR BUILDING DEPARTMENT APPROVAL, W 25%W- NOTE: FOR HOLES BE'IWEEN 4(]% AND 60% PROVIDE DOUBLE - 40%W STUD, BUT NOT EDR MORE THAN ~NO SUCCESSIVE STUDS STUD DETAIL N.T.$. NO NOTCHES PERMITTED I J3 NO NOTCHES PERMITTED iN TENSION SIDE WHEN MEMBER IS GREATER THAN 4" THK. JOIST DETAIL N,T.S. cUTrlNG & NOTCHING DETAILS FOR NOMINAL LUMBER ONLY 2. STRUCTURAL NOTES~ GENERAL A. ALL WORK SHALL COMPLY WITH THE CODES, RULES, ARB REGLJLATIONS OF THE STATE OF N.Y. STATE, K. AND ALL OTHER APPLICABLE LOCAL CODES AND REGULATIONS OF AGENCIES HAVING JURISDICTION. B. COORDINATE THESE DRAWINGS WITH THE SPECIFICATIONS, ARCHITECTURAL, MECRANICAL, ELECTRICAL, PLUMBING, SITE DRAWINGS AND ALL OTHER RELATED DOCUMENTS. CONTRACTOR SHALL COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND SHALL VERIFY ALL DATA ON EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. ESTABLISH ALL OPENINGS ARB INSERTS WITH APPROPRIATE TABLES, DRAWINGS, AND SUBCONTE~,CTORE PRIOR TO CONSTRUCT]ON. DO NOT L PENETRATE ANY STRUCTURAL ELEMENT WITHOUT PRIOR APPROVAL BY THE ARCHITECT OF RECORD. C. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. THE CON]~CTOR SHALL REFER TO THE SPECIFICATIONS FOR INFORMATION NOT COVERED BY THESE M. GENERAL NOTES OR THE STRUCTHRAL DRAWINGS. WHERE ANY DISCREPANCIES OCCUR BE]WEEN PLANS AND SPECIFICATIONS THE GREATER REQUIREMENTS SHALL GOVERN. THECONTRACTDOCUMENTSANDBPECIFICAT]ONSREPRESSNTTHEFINISHEOSTRUCTHRE. THEYDO NOT INDICATE THE MSTHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRAD/NG AND/OR SHORING FOR ALL STRUCTHRAL WORK AS REQUIRED FOR STABILITY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION. VISITS TO THE SITE BY THE ARCHITECT OF RECORD SHALL NOT INCLUDE INSPECTION OF TEMPORARY ERECTION ERACING AND/OR SHORING. E. ANY ENGINEERING DESIGN PROVIDED BY OTHERS SHALL BFJ~R THE SEAL OF A LICENSED PROFESSIONAL A. ENGINEER REGISTERED IN THE STATE OF NEW YORK. F. TYPICAL DETNLS ARE NOT CUT ON THE DRAWINGS, BUT APPLY UNLESS NOTED OTHERWISE. G. DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS, H. CONSTHUCTION MATERIAL SHALL BE SPREAD OUT IF PLADSD ON STRUCTURAL FLOOR8 OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LiVE LOAD PER SQUARE FOOT, WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. ALTERATIONS & EXISTING CONDITIONS 1. VERIFY ALL DIMENSIONS & ELEVATIONS AT SITE. 2. DO ALL CUTBNG & PATCHIND BY RAND. WHERE EXISTING WORK IS TO BE CUT, CONTRACTOR SHALL PROVIDE ALL NEEDLING, SHORING, BRACING, WELDING, DRY PACKING & SHALL BE RESPONSIBLE FOR THE SAFETY OF THE STRUCTURE DURING THIS OPERATION. 4. THE CONTRACTOR SHALL SE REQUIRED TO REPAIR & PATCH ANYAREAS THAT ARE ALTERED OR DAMAGED DURING PROGRESS OF ALTERATION THE CONTRACTOR IS CAUTIONED TO MAKE CONTINUOUS OBSERVATIONS OF THE EXISTING STRUCTURE DURING THE PEEPORMANCE DE HIS WORK. SHOULD HE COME UPON ANY SITUATION TEAT REQUIRES FURTHER INVESTIGATION OR STUDY (SUCH AS CRACKS IN MASONRY & PARTITIONB, ADDITIONAL DEFLECTIONS, ETC...) HE SHALL NOTIFY THE ARCHITECT. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTDN MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES & FOR COORDINATING ALL PORTIONS OF THE WORN. 7. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL & MECHANICAL DRAWINGS & SHALL CONFORM TO THE PROJECT SPECIFICATIONS, INCLUDING THE INTERNATIONAL BUlLDING~ & RESIDENTIAL CODE, NEW YORK STATE EDITION & ALL LOCAL, STATE, & FEDERAL REGULATIONS GOVERNING THE WORK. LOADS ALL FLOOR LOADS, ROOF, WIND LOADS & SEISMIC (LOADS) ARE PER THE CODES, RULES, AND REGULATIONB AS PER THE INTERNATIONAL RESIDENTIAL CODE, NEW YORK STATE ED/TION AND ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES. 4. CASTIN PLACE CONCRETE A. NO GRADS BEAMS OR SLABS ARE TO BE CAST ON ORGANic MATERIAL, FROZEN GROUND, MUD, SOFT CLAYS OR OTHER OBJECTIONABLE OR UNAPPROVED MATERIALS. CONTRACTOR SHALL TAKE ALL NECESSARY DE-WATERING PRECAUTIONS TO PROPERLY CAST NEW WORK IN AREAS WITH HiGH WATER TABLE. DUB-SASE FOR SLABS ON GRADE TO BE 6" OF GRAVEL OR CRUSHED STONE (TAMPED) WITH COMPACTED SOil SUBGRADE COMPACTED TO AT LEAST 33% STANDARD PROCTOR DENSITY PER AStM D 6~ FOR PEDESTRIAN AREAS AND 98% FOR VEHICULAR AREAS. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE ACI BUILDING CODE, Acm 318, LATEST EDiTiON. ALL CONCRETE FOR CAST IN PLACE WORK SHALL BE STONE CONCRETE WITH THE FOLLOWING MINIMUM 28 DAY COMPRESSIVE STRENGTH: 4,(]00 FEI. NO ADMIXTURES SHALL BE ALLOWED WITHOUT PRIOR REVIEW AND ACCEPTANCE BY THE ARCHITECT OF RECORD. ALL REQUIREMENTS FOR EATCHING, MIXING, FINISHING, CURING ETC. SHALL BE AS PER AC1301. ALL REINFORCING STEEL S HALL CONFORM TO ARTM AS15 GRADS (]0, ALL WELDED WIRE FABRIC SHALL CONFORM TO AStM A-lBS, ALL REINFORCEMENT SRALL BE SECURELY TIED IN PLACE AND ADEQUATELY SUPPORTED. ALL BARS MARKED 'CONTINUOUS' (CONT.) SHALL BE LAPPED 40 SAR DIAMETERS MiN. UNLESS OTHERWIRE NOTED. SHOP DRAWINGS SHALL INDICATE THE FOLLOWING: ALL NECESSARY REINFORCING, WALL REINFORCING ON WALL ELEVATIONS INCLUDING ALL REQUIRED DOWELS, LOCATIONS OF ALL CONSTRUCTION AND CONTROL JOINTS, DETAILING AND AMOUNT OF REINFORCING FOR CONDITIONS NOT SHOWN SHALL BE PROVIDED AS SHOWN IN SIMILAR CONDITIONS. ALL INSESTS AND OTHER OBJECTS WHICH MAY AFFECT PLACING OF REINFORCING BARS SHALL BE INDICATED ON THE SHOP DRAWIRSS. 5. MASONRYCONSTRUCTION ALL CONCRETE MASONRY UNITS (CMU) SHALL HAVE FULL COMPRESSIVE STRENGTH AS DESIGNATED AT TIME OF PLACEMENT AND SHALL BE VERIFIED DY THE UNIT BTHENGTR METHOD, OR THE PRISM TEST METHOD AS OU%IRED ~N AC1530.1. ALL CONCRETE ~RDNRY CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE ·NATIONAL CONCRETE MASONRY ASSOCIATiON" (NCMA) SPECIFICATION FOR TEE DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY, AND TO THE LATEST EDITION OF AC1530, "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES". SEE SPECIFICATIONS AND NOTES FOR SPECIFIC CORDmONS. NJ. CONCRETE MASONRY UNITS BHOWH ON STRUCTURAL DRAWINGS SHALL BE LOAD BEARING TYPE AS DEFINED IN THE WALL SCHEDULE, AND SHALL COSFONM TO AStM C~ TYPE L UNITS BRALL BE ~NO CELL, NOMINAL 18" LONG, WIDTH AS SHOWN ON TRE DRAWINGS, WITH A MINIMUM ~ t/2 ' FACE SHELL THICKNESS. GROUT SHALL BE PLACED FULL HEIGHT IN ALL CELLS, BOTH VENTICALLY AND HORIZONTALLY WHICH CONTNN REINFORCING. CONBOLIDATE GROUT IMMEDIATELYAFTER PLACING. ALL MASONRY UNITS SHALL BE LAID IN FULL RUNNING BOND, UNLESS NOTED OTHERWISE ON THE F. PROVIDE STANDARD WEIGHT (NO. S CAGE WIRE) DUR~O-WALL OR DUR-O-WIRE LADDER TYPE JOINT REINFORCING AT 13 D.C. VERTICALLY. G. ALL MASONRY UNITS TO BE LAID IN MORTAR TYPE S AND SHALL CONFORM TO ARtM C270. MASONRY CEMENT SHALL NOT BE USED. H, GROUT FOR CORES, BOND BEAMS, AND WITHIN MASONRY UNITS SHALL CONFORM TO ASTM C476, FINE GROUT, NO ADMIXTHRES TO BE ADDED. PROVIDE CLEANOUTS IF GROUT LIFT EXCEEDS 6'.6". MAXIMUM GROUT LIFT SHALL BE 1 fi-9- UNLESS NOTED OTHERWISE ON PLANS, I. ALL CONCRETE MASONRY UNITS TO BE LAID IN FULL BED OF MORTAR, BRELL FACE AND WEBS. J, ALL WALLS TO HAVE TEMPORARY RDRIZONTAL BRACING AS REQUIRED DURING WALL CONSTRUCTION BEFORE FLOOPJROOF HAS BEEN COMPLETED. PROVIDE f~l BARS WHERE REINFORCING IS SHOWN IN DETAILS, UNLESS NOTED OTHERWISE. LAp SPLICES SHALL BE 40 ~ DIAMETERS FOR GRADE 40 BARS, AND 48 SAR DIAMETERS FOR GRADE 60 BARS. DOWEL ALL VERTICAL REINFORCING TO FOUNDATIONS WITH DOWELS TO MATCH VENTrCAL WALL OR COLUMN REINFORCING. PROVIDE ONE BAR IN A MINIMUM 8" DEEP GROUTED CONTINUOUS BOND BEAM AT TOP OF PARAPET OR TOP OF FREE STANDING MASONRY WALL. PROVIDE BENT BARS, TO MATCH HORIZONTAL BOND BEAM REINFORCING AT CORNERS AND WALL INTERSECTIONS. VERTICAL REINFORCING (SIZE TO MATCH VERTICAL WALL REINFORCING) SHALL SE PROVIDED CONTINUOUSLY AT EACH WALL CORNER, AT EACH SIDE OF AN OPENING, AT EACH END OF WALL, AND AT A MAXIMUM SPACING AS SHOWN IN THE WALL SCHEDULE. HORIZONTAL REINFORCING (14N AT 4' CMU AND S" CMU, 24f5 AT 8" CMU AND 12" CMU) SHALL BE PROVIDED: (1) AT THE BOTTOM AND TOP OF WALL OPENINGS AND SHALL EXTEND NOT LESS THAN 24" NOR LESS THAN 40 MAR DIAMETERS PAST THE OPENING.; {2) CONTINUOUSLY AT ELEVATED FLOOR AND ROOF LEVELS AND AT TOP OF WALLS,; (3) AT THE BOTi'OM OF THE WALL OR IN THE TOP OF TH E FOUNDATIONS WHEN DOWELED INTO WALL N. MIN ~ = 15/]0 PSI FOR ALL CMU, AND COMPOSITE (CMU AND BRICK) WALLS, 6. WOOD FRAMING ALL LUMBER, WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE FOLLOWING SPECIRCATIONS AND THE CODES, RULES, AND REGULATIONS OF ALL APPUCABLE HAT/ORAL, STATE AND LOCAL CODES: AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC). NATIONAL FOREST PRODUCTS ASSOC. 'DESIGN SPECIFICATIONS FOR BTHESS GRADE LUMBER·. U.S. DEPARTMENT OF COMMERCE STANDARD CS 2(]3. AMERICAN PLYWOOD ASSOCIATION. LUMBER FOR ALL INTERIOR STRUCTURAL FRAMING, INCLUDING ROOF FRAMING, JOISTS, POSTS, STUDS, SILLS, CAP PLATES, WOOD BEARING PLATES, AND BLOCKING SHALL BE SURFACE DRY AND USED AT MAXIMUM 19% MOISTURE CONTENT WiTH THE FOLLOWING MINIMUM BASE DESIGN VALUES: BASE DESIGN VALUES FOR VISUALLY GRADED DIMENSION LUMBER: BENDING: Fb= 875 PSI HORIZONTAL SHEAR: Fy= 95 PSI COMP. PERPENDICULAR TO GRAIN: Fc I = ~23 PSi COMP. PARALLEL TO GRAIN: Fc II = 1,300 SSI MODULUS OF ELASTICITY: E= ~,6~0,000 PSi ALL VALUES SHALL BE ADJUSTED WITH APPROPRIATE ADJUSTMENT FACTORS PER NBS SUPPLEMENT. ANY LUMBER SPECIES MAY BE USED, SUBJECT TO REVIEW AND ACCEPTANCE 8Y ARCBITECT, IF THEY MEET THE ABOVE MINIMUM REQUIREMENTS. TJI SERIES: TJI JOIST SECTIONS SRALL RE THE TYPE AND SIZE SPECIRED ON THE PIJ~IS, AS MANUFACTURED BY TRUSS JOiST McMILLAN LTD., OR EQUAL. FLANGE MEMBESS, WEB MEMBERS AND ADHESIVES SHALL CONFORM TO THE PROVISIONS OF CASO REPORT NO. NEE-20(]. COORDINATE BPJDGING AND STIFFENER REQUIREMENTS WITH TJI MANUFACTURER UNLESS NOTED SPECIFICALLY ON DRAWING. 9. ELECTRICAL NOTES ALL ELECTRICAL INSTALLATION SHALL MEET TME REQUIREMENTS OF OSHA, NATIONAL ELECTRICAL CODES, AND ALL APPLiCABLE STATE AND LOCAL CODES. ALL WORK SHALL SE SUBJECTED TO INSPECTION BY LOCAL AND/OR CITY INSPECTIONS ARB MUST MEET WITH THEIR APPROVAL 2. ALL SWITCHES TO BE 3'-10" ABOVE FINISHED FLOOR TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. 3, ALL CONVENIENCE OUTLETS ARE TO BE 1'.6" ABOVE FINISHED FLOOR TO CENTERLINE OF OUTLET UNLESS OTHERWISE NOTED. 4. ALL INTERIOR BRACEET WALL RNTUREB TO BE AT 6'-6" ABOVE FINISHED FLOOR TO CENTERLINE OF FIXTURE. (6'-10"AT RATHROOM MIRRORS) 5. ALL EXTERIOR WALL BRACKET FIXTURES TO BE AT 6'.6" ABOVE FINISHED FLOOR TO CENTEREINE OF FIXTURE. 6. SMOKE DETECTORS SHALL BE LOCATED 12" FROM WALL AND WIRED TOGETHER TO SOUND ALARM AND BATTERY BACKUP. 7. VEEIFY LOCATION OF ALL RECEPTACLES FOR APPLIANCSS WITH MANUFADTURER'S SPECIFICATIONS. 8. CABLE TELEVISION SERVICE SHALL BE WIRED TO EVERY 3ELEVISION RECEPTACLE, UNLESS OTHERWISE INSTRUCTED BY OWHER. 9. NO POINT ALONG FLOOR LINE MEASURED HORIZONTALLy SHALL BE MORE THAN 6'-0' FROM RECEPTACLE OUTLET, 10. ALL ELSCTRICAL INSTALLATION SRALL MEET THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODS. ALL MATERIAL AND EQUIPMENT SHALL BEAR THE LABEL OR APPROVAL OF THE UNDERWRITERS LARORATONISS, INC. (UL) 11. ELECTRICAL CONTRACTOR SHALL, BEFORE CONSTRUCTION, VERIFY SPACE REQUIRED FOR METER INSTALLATION AND BRALL NOTIFY GENERAL CONTRACTOR AND ARCHITECT OF ANY PROBLEM. 12. GROUND EAULT INTERCEPTORE SHALL BE PROVIDED AT ALL BATHROOM ARD RITCREN OUTLL~S AS PER SECTION 210~ N.EC. 13. ALL NEW SERVICE INSTALLATION SRALL PROVIDS A GROUND CORDUCTOR CONNECTED TO FOOTING REINFORCEMENT. 10. EXCAVATION AND FOUNDATION NOTES ALL MATERIAL, FABRICATION, INSTALLATIOS AND INSPECTION REQUIREMENTS RELATING TO THE FOUNDATIONS SHALL CONFORM TO THE INTERNATIONAL RESIDENTIAL CODE, NEW YORK STATE EDITION AND LOCAL & STATE BUILDING CODED. B. ALL STRUCTURAL WORK SRALL BE COORDINATED AND VERIFIEDWITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING REQUIREMENTS. PLYWOOD: SUBFLOOR SHALL CONSIST OF 3/4" PLYWOOD, GLUED AND SCREWED TO JOISTS, U.O,N. C. LAMINATED VENEER LUMBER (L.V.L.) SECTIONS SHALL BE 'MICRO*LA~" OR 'PARALLAM· AS MANUFACTURED BY TRUSS JOIST MacMILLAN, LTD. OR EQUAL, WITH THE FOLLOWING MINIMUM PROPERTIES: F1~2885 psi, FI750 psi, Fy= 285 psi, E= 2,5/~,090 psi. MULTIPLE SECTIONS SHALL BE FASTENED TOGETHER WITH A MINIMUM OF ]WO ROWS OF 16d NAILS AT 12" D.C., AND AS RECOMMENDED BY THE MANUFACTURER. ALL BEARING STUD WALLS SHALL HAVE CROSSSATS AT MID-HEIGHT OR 4'.6" D.C. MINIMUM. USE DOUBLE MEMSSRE AT JAMBS AND HEADS OF ALL OPENINGS UNLESS SHOWN OTHERWISE & PROVIDE SOLID BRIDGING AT JOISTS BELOW ALL DOOR JAMES. USE DOUBLE SILLS AND CAF PLATES FOR ALL BEARING WALLS. PROVIDE DOUBLE JOISTS UNDER ALL PARTIT]ONS RUNNING PARALLEL TO JOIST FRAMING. ALL NOTCHING AND DRILLING OF WOOD FRAMING TO COMPLY WITH SECTIONS RS02,8 FOR JOISTS, R602.6 FOR STUDS, AND R602.6.1 FOR PLATES OF THE INTERNATIONAL RESIDENTIAL CODE, NEW JERSEY EDITION - SEE CUTTING & NOTCHING DETAil, THIS PAGE, FOR CLARIFICATION. 7. STRUCTURALSTEEL ALL STRUCTURAL STEEL SHALL CONFORM TO THE REQUIREMENTS OF THE AISC "SPECIFICATIONS FOR STRUCTURAL STEEL FOR BUILDINGS BTH EDITION AND ALL CURRENT SUPPLEMENTS. B. ALL STEEL SHAPES, PLATES, BARS, RODS, AND ANCHOR BOLTS SHALL CONFORM TOASTM A3B. C. ALL STEEL PIPES SRALL CONFORM TO AStM A53, GRADE B STEEL TUBED SHALL CONFORM TO ASTM A500, GRADE B. D. ALLBOLTSSSALLRE 3/4'DIAMETERAS.T.M. A325BOLTSINBEARINDTYPECONNECTIONS, UNLESS OTHERWISE NOTED SPECIFICALLY ON TRE DRAWINGS. ALL WELBIND WORK SHALL CONFORM TO THE AMERICAN WELDING SOCIETY CODE AWS DI.I, ALL WELDING WORK SHALL BE DONE BY AWS CERTIFIED WELDERS. FIELD WELDING SHALL BE BONE BY THE MANUAL SHIELDED METAL ARC WELDING METHOD. F. ALL WELDING ELECTRODES SHALL BE E70XX LOW HYDROGEN. WHERE NO WELDING IS SHOWN IN CONNECTING THE STEEL ELEMENTS, PROVIDE A 1/4 · FILLET WELD ALL AROUND, UNLESS A LARGER WELD S~ZE iS REQUIRED AS A MINIMUM SIZE BY AISC. ALL GROOVE WELDS SHALL BE AWB [~REQHALIFIED COMPLETE JOINT PENETRATION GROOVE WELDS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. I. THE CONTRACTOR SHALL SUBMIT STEEL SHOP DRAWINGS TO THE ARCHITECT OR ENGINEER FOR REVIEW PRIOR TO FASPJCATION. J. ALL BASE, TOP AND BEARING PLATES TO BE MINIMUM 5/8' THK. STEEL PLATE, U.O.N. 8. PLUMBING NOTES ALL PLUMBING INSTALLATION SHALL MEET THE REQUIREMENTS OF THE NATIONAL PLUMBING CODES, AND ALL APPLICABLE STA3E AND LOCAL CODES. ALL WORK SHALL BE SHBJECTED TO INSPECTION BY LOCAL ARB/OR CITY INSPECTIONS AND MUST MEET WITH THEIR APPROVAL. CON~CTOR SHALL SECURE AND PAY FOR ALL PERMITS AND INSPECTIONS. PROVIDE OWNER WITH ALL CERTiFiCATES OF INSPECTION 3. ALL MATERIALS AND FIXTURES PROVIDED SHALL BE U.L LISTED. 8. CONTRACTOR 8HALL PERFORM PLUMBING SCOPE OF WORK AS A DESIGN / BUILD CONTRACT, CONTRACTOR SHALL BE RESPONSIBLE FOR SIZING AND RECONFIGSRING SYSTEM. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, APPARATUS, TOOLS, STORAGE, AND OTHER II,MS OF WORK NECESSARY OR REQUIRED TO INSTALL AND COMPLETE THE PLUMBING WORK. THE CONTRACTOR SHALL, BEFORE SUBMITHNG RIB PROPOSAL FOR THE WORK, VISIT THE SITE AND/OR PREMISES AND OSTNN ALL INFORMATION THAT WILL AFFECT HIS BID. THE CONTRACTOR WILL NOTIFY THE ARCHITECT IF ANY DISOREPARCISS ARE NOTED THAT DO NOT REFLECT ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL iNSTALL ALL SANITARY, VENT, HOT AND COLD WATER PIPING AS REQUIRED FOR NORMAL OPERATION OF PLUMBING FIX]URES AND EQUIPMENT. CONTRACTOR SHALL iNSTALL ALL APPROVED AND ACCEPTABLE SUPPORTS AND HANGERS AS REQUIRED. ALL SUEDORTS AND HANGERS SHALL BE LOCATED AT A I~IMUM 5'-6" O,C., TYp. CONTRACTOR TO RUN ALL PIPING TRUE, LEVEL AND PLUMB - PITCH DRAIN SYSTEMS AS REQUIRED. CONTRAC~'OR SRALL PROVIDE AND INSTALL ALL REQUIRED VALVES, DRAINS, CLEANOUTS, ETC. CONTRACTOR SHALL INSULATE ALL WATER LINES WITH MINIMUM ~' THK. INSULATION FOR PIPES OF 1~!~" 121 OR LESS, ARB 1' THK. FOR ALL OTHER LINES. CONTRACTOR SHALL FURNISH A WHHTEN GUARANTEE ACAINST ANY DEFECTIVE MATERIAL AND FAULTY WORKMANSHIP AND PROPMPTLY CORRECT WHHOUT ANY ASDITIO~,~J. COST ANY AND ALL BEFECTS IN HVAC SYSTEMS AND ANY DAMAGE TO ADJACENT WORK DUE TO FNLURE OR MALFUNCTION OF HVAC SYSTEM FOR A TERM OF ON E (1) YEAR FROM COMPLETION OF WORK, THE CONTRACTOR SHALL DEMOLISH AND REMOVE EXISTING ELEMENTS AS INDICATED iN THE CONTRACT COCUMENTB. THE CONTRACTOR BRALL REMOVE, ]RANSPORT, AND DISPOSE OF ALL DEBRIS PROMPTLY. D. DEMOLITION SHALL BE DONE CAREEDLLY, TAKE SPECIAL CARE NOT TO DAMAGE ANY EXISTING UNDERSLAB UTILITISS OR OTHER ELEMENTS NOT DESIGNATED FOR REMOVAL. THE CONTRACTOR SHALL PROTECT ALL EXCAVATIONS FROM FLOODING AND EXISTING WATER TARLE AND PROVIDE CONTINUOUS PUMPING AS REQUIRED FOR PERFORMANCE OF WORK. THE DEPTH OF EXCAVATIONS SHALL NOT BE CARRIED DEEPER THAN SPECIFIED IN THE CONTRACT DOCUMENTS WITHOUT THE ARCHITECT OF RECORD'S CONSENT. F. THE CONCRETE FOR EACH SPREAD FOOTING SHALL BE PLACED iN ONE (1) CONTINUOUS PLACEM[~IT. G. ALL UNDERPINNING,SHEETING, SHORING OR OtMER SIMILAR CONSTRUCT]ON REQUIRED SHALL BE THE CONTRACTOR B RSSPONSIBILITY. H, DO NOT PLACE CONCRETE WITHOUT APPROVED STRUCTURAL SHOP DRAWINGS AND MECHANICAL / ARCHITECTURAL SHOP DRAWINGS RELATED TO THE CONCRETE WORK. THE CONTRACTOR SHALL PROVIDE ALL MEABUREB AND PRECAUTIOSB NECESSARY TO PREVENT DAMAGE AND SETTLEMENT (HORIZONTAL AND VERTICAL) OF EX~STING OR NEW CONBTRCOTION, INSIDE OR OUTSIDE THE PROJECT LIMITS. J. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO CONTROL ICE, FROST, SURFACE ARO SUBSURFACE WATER SO THAT TME FOUNDATION WORK IS PERFORMED ON DRY SUBGEADE. NEW EXCAVATION BHALL NOT UNDERMINE NOR DISTURB ANY EXISTING ADJACENT FOOTINGS. NEW FOOTINGS SHALL BE SUPPORTED IN A MANNER TO MAINTNN AR EXCAVATION SLOPE BmWEEN THE BOTTOM OF FOOTING ANB EXCAVATION OF ONE (t) VERTICAL TO YWO (2) HORIZONTAL. L REROUTE ANY UNDERGROUND UTILITIES IF REQUIRED. ALL FILL REQUIRED BELOW ANY PORTION OF THE STHUCTURE SHALL BE COMPACTED IN 9' L/ETS TO AT LEAST g5% OF THE MAXIMUM DRY DSNSITY PER ASTM D-1557. REMOVE UNSUITABLE FILL AND REPLACE WITH CONTROLLED FILL AS REDUIRED FOR SOUND PLACEMENT OF FOUNDATIONS. N. PROVIDE CONTINUOUS WATER STOPS IN ALL WALL CONSTRUCTION JOINTS. O. SEE ARCHITECTURAL DRAWINGS FOR ALL WATERPROOFING AND DAMP PROOFING DETAILS. SOIL - SUPPORTED FOOTING SHALL BE FOUNDED UPON UNDISTUSSED NATURAL BUBGRADE (OR CONI~OLLED COMPACTED FILL) WITH A MINIMUM BEARING CAPACITY OF 3 TONS PER SQUARE FOOT AND AS FIELD VERIRED AND APPROVED BY THE CONTRACTOR'S ,SOIL INSPECTION AGENCY. THE BO]TOM OF THE FOOTING ELEVATIONS AND BEARING CAPACITIES AS SHOWN ON THE DRAWINGS ARE EST] MATED AND WILL REQUIRE VER~FICAT]ON. FINAL, EXACT ELEVATIONS AND BEARING CAPAD/T~ES SHALL BE FIELD DETERMINED. Q. THE GENERAL EXCAVATION SHALL ODNSIBT OF EXCAVATING AND REMOVING THE EXISTING SURIFICIAL ELL MATERIALS TO REACH THE DESIRED SUBGRADE LEVEL. THE EXPOSED SUBGRADE SHOULD BE PROOFROLLED AND COMPACTED TO A RRM AND UNVIELD/NG CONSISTENCY. THE EXCAVATION FOR FOOTING, PITS, ETC. SHALL BE EXCAVA]TcD ON AN INDIVIDUAL, LOCALIZED BASIB DOWN FROM THE SLAEq3N-GRADE SHBGRAOE LEVEL EACH EXCAVATION BRALL RE A TRIM, LEVEL SURFACE. THE CONTRACTOR SHALL PROVIDE FOSITIVE PROTECTION (MAT/SHEET COVE~NGS) FOR ~ EXCAVATION SLOPES TO PROTECT ELOPES FROM INSTARIMTY AND DETERIORATION DUE TO RNN, WIND OR SNOW/ICE S. GRADE BEAMS, PILE CAPS, AND SLABS SHALL BE CAST ON VIRGIN OR CONTROLLED COMPACTED SOIL 1(]. ENERGY COMPLIANCE NOTES 1. WlNCOWE SRALL RAVE A MAXIMUM INFILTRATION RATE OF .5 c_.CMg_IN. ET. OF ORADK 2. RESrDEMTIAL DOORS SHALL RAVE A MAXIMUM INRLTRATION RATE OF 1.25 CF(]~LIN. SQ. ET. OF DOOR 3. 8LID/NG COORS SHALL HAVE A MAXlMUU INFILTHATION RATE OF .5 CFM/SQ. ET. OF CODE CAULK ALL EXTERIOR JOINTS AROUND WINDOWS AND ODOR FRAMES, BEIWEEN WNLL CAvrnED AND WINDOW ARO DOOR FRAMES, BETWEEN WNJ. AND FOUNDATION, BE'~EN WALL AND ROOF, BE'RNEEN WALL PANELS; AND ALL PE~T]ONS OR U~LmES THROUGR WALLS AND ROOFS. oVe A~S. EMBLAGE and max net ~e capied, ~ or us~l n wh~e or m part, wBs/~ e]9~,.afi~en KEY PLAN: ISSUED: No. Date DescripUofl I 06.20.07 issued to Gouthold Tow~ PROJECT: A-07_009 NESGOS RESIDENCE Matl~tuck, NY PHASE: PROJECT NOTES AS NOTED 06.20.07 By: UTS Dmvang: T-002 2 ~ - 3" STONE PAVERS SLOPED TO EXTERIOR EDGES 1 ~" THtCK STONEDUST SET]lNG SED COMPACTED TO 9B% MODIRED PROCTOR 6" THICK ~ CRUSHED STONE SASE COMPACTED TO 98% MODIFIED PROCTOR MIRIF1500x STABILIZATION FABRIC OR EQUAL __ PAINTED ALUM. RNLING -- (2) # 4 CONT. -- C.I.P CONCREE[ WALL __STONEVENEER #4CONT. (~ PATIO RETAINING WALL DETAIL RETNNED SOIL 8" MIN. LOW PERMEABLE SOiL 4' CAP UNI3 -- T.O. WALL STANDARD UNiT · CRUSHED STONE LEVELING PAD RETAINING WALL SYSTEM TO BE CONSTRUCTED USING KEYSTONE STANDARD UNITS. ALL UNITS TO SE iNSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. COLOR TO BE DETERMINED BY OWNER. (~) TYPICAL SEGMENTAL RETAINING WALL DETAIL 4' ASPHALT PAVING 4' COMPACTED STONE UNDISTURBED OR COMPACTED EARTH TO g8% MODIFIED PROCTOR (~ TYPICAL ASPHALT PAVING DETAIL 1-1/2" -- 1'-0" I I i 2O 20 42 NOTE: SEE PROPERTY SURVEY PERFORMED BY YOUSG AND YOONG, DATED APRIL 2, 280? FOR FUSTllER INFORMATION KEY PLAN: ISSUED: No. Date DescripUon 1. 06.20.07 issued to Southold Tmvn PROJECT: A-07_009 NESGOS RESIDENCE 570 Sebastian's Cove Road MaUituck, NY PHASE: DRAVVING: SITE PlaN & DETAILS AS NOTED 06.20.07 ~,,~ s~ MTS SP-O01 REMOVE Exrs'~G ~ FURNACE/HW ,,,, .HATS LUE %L'e iF FOOTINGS REMOVE BASEMENT DEMO PLAN DEMO NOTES 1. CONTRACTOR SHALL PERFORM ALL OPERATIONS OF DEMOLITION AND SELECTNE REMOVAL IRSICATED ON THE DRAWINGS AND AS MAY BE REQUIRED BY THE WORK, CONTRACTOR TO BE RESPONSIBLE FOR VERIFYING QUANTHY AND SITS CONDITIONS IN FIELD. ALL WORK SHALL BE DONE CAREFULLY AND NEA3LY, iN A SYSTEMATIC MANNER. 2. ALL EXISTING SURFACES AND EQUIPMENT TO REMAIN SHALL BE FULLY PROTECTED FROM DAMAGE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DAUAGE AND SHALL MAKE REPAIRS REQUIRED WITHOUT ASDITIOHAL COST TO THE OWNER. 3. NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE OH THE SITS. DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AS THE JOB PROCEEDS. THE SITE SHALL BE LEFT BROOM CLEAN AT THE COMPLETION OF DEMOLITION, DEBRIS IN ACCESS ROUTE (IE: SIDEWALK AND STREET) TO THE SITE SHALL BE CLEANED UP AND LEFT BROOM CLEAN AT THE END OF EACH WORK DAY. 4. NO STRUCTURAL ELEMENTS SHALL BE REMOVED UNLESS PORTIONS AFFECTED ARE ADEQUATELY SUPPORTSD BY EITHER TEMPORARY SHORING OR NEW STRUCTURAL ELEMENTS AS REQUIRED TO PROTECT THE STABILITY AND INTEGRITY OF THE EXISTING STRUCTURE. 5. ALL ADJOINING PROPERTY AFFECTED BY ANY OPERATIONS OF DEMOLITION SHALL BE PROTECTED FROM ANy AND ALL POSSIBLE DAMAGE. §. THE CONTRACTOR SHALL PROVIDE~ ERECT AND MAINTAIN ALL TEMPORARY BARRIERS AND GUARDS, AND ALL TEMPORARY SHORING AND BRACING AS REQUIRED BY DEPARTMENT OF BUILDINGS RULES AND REGULATIONS. 7. REMOVE OR RELOCATE ALl WIRING, PLUMBING, AND MECHANICAL EQUrPMENTAFFECTED BY REMOVAl. OF PARTITIONS. REMOVED PIPES AND OR LINEE SHALL BE CUT TO A POIHT OF CONCEALMENT BEHIND OR BELOW FINISH SURFACES, AND SHALL BE PROPERLY CAPPED OR PLUGGED. All WORK TO MEET APPLICABLE CODES. 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION FOR THE BUILDING AND iTS CONTENTS DURING THE COURSE OF THE WORK. ALL ,OPENINGS IN ANY WALL OR ROOF SHALL BE PROTECTED FROM ALL FORMS OF WEATHER OR WATER PENETRATION. 9. REMOVE All ABANDONED MATSRIALS, DEVICES, FIX~UREB, PIPES, CONDUITS, WIRES, FLOOR, WALL, DUC3WORK, CEILING FINISHES & INSULATION, ETC, FROM PREMISES. (U.O.N.) m REMOVE W NDOWE REMOVE EXISTG FIREPLACE & -- FLUE REMOVE EXI8~6 STAIRS FIRST FLOOR DEMO PLAN TEMPORARY LIGHTING AND POWER NOTES 1. THE ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY LIGHTING AND POWER AS REQUIRED. 2. ALL TEMPOEANY WIRING SHALL SE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF OSHA AND THE NATIONAL ELECTRICAL CODE. 3. THE CONTRACTOR SHALL INSTALL ALL THE REQUIRED SERVICE EQUIPMENT AND REUSE PROTECTION FOR TSMPORARY FEEDERS ARS CIRCUITS. 4. THE CONTRACTOR SHALL DISCONNECT EXISTING LIGHTING, AND DEVICES WITHIN THE DESIGNATED RENOVATION AREAS. THE ELECTRICAL CONTRACTOR SHALL MAINTAIN THE INTSGRITY ANB FUNCTION OF ALL POWER AND LIGHTING CIRCUITS TO ALL REMAINING AREAS ON A TSMPONARY BASIS DURING ALTERATIONS AND THEN RETURN HACK TO PERMANENT BASIS AT ~HE CONCLUSION OF CONSTRUCTION. 5. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY AND REQUIRED TEMPORARY LIGHT AND POWER, INLCUDING SWITCHES, WIRING, LAMPS, RECEPTACLES, AND SIMILAR EQUIPMENT AS NECESSARY FOR ALL DEMOLITION AND NEW CONSTRUCTION OPERATIONS. S, TSMPORAEY LIGHTING AND POWER SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, OSHA, AND ALL LOCAL AUTHORITIES HAVING JURISDICTION. REMOVE EXlST'G PLUMBING FIXTURES, SEE CONSTRUCTION PLAN FOR NEW LOCATIONS ~ IIi FLUE '~L_~ EXIEFG ~ <% s ^ Rs ', ', I ', I ', SECOND FLOOR DEMO PLAN DEMOLTION ....... WALLS TO BE REMOVED WALLS TO BE REMAIN ~=~ WINDOW & FRAME TO BE REMOVED ~x~////~F DOOR & FRN~IE TO EE REMOVED KEY PLAN: ISSUED: No. Date Descdplion 1. 06.20.07 issued to Southold Town PROJECT: A-07_009 NESGOS RESIDENCE 570 Sebasfdan's Cove Road Matauck, NY PHASE: E] Predo~n se~tce [] scaemaUc 13eaign [] De~g. Developme~ DRAWING: DEMOLITION PLAN & NOTES s.ae: AS NOTED 06.20.07 DnlVal By: UTS D-lO0 45'-6" 6L2" BOILER ROOM LDCATIO~, IYP' ALIGN WALL W/ COMBUSTION AIR FOR BOTH UNITS - PROVIDE (2) OPENINGS LOCATE WITHIN t2' OF TOP & Bo3'rOM OF ENCLOSURE, LOUVER TO BE MIN. OF 6- x 16- - ALL ITEMS TO CONFORM WI CHAPTER 17 NOTE: EXISTING OIL TANK TO REUAIN - NO WORK t CHANGES TO BE MADE TO EXISTING OIL STORAGE UL APPROVED OJLVENT- MANUFACTURER'S RECOMMENDATION PARTITION TYPES BACH SIDE ~ EACH SIDE ~ 5/8' GYPSUM BOARD BLOCKING~RIDGING AS ~ BLOCKrNG/~RIDGING AS TYPE "X', EACH SIDE REQ'D RE(~D ~_~ BLOCKING/BRIDGING AS 2x4 STUD {~ 16" O.C., 2x6 STUD @ 16' O.C., REQI) UNLESS OTHERWISE ~ UNLESS OTHERWISE 2x4 STdD @ 18" O.C., NO3ED NOTED ~ UNLESS OTHERWISE SOUND INSULATION (AS BOUND INSULATION (AS NOTED REO~D), SEE NOTE f3 ~ REQI)), SEE NOTE ~3 SOUND INSOLATION (AS BELOW. ~ BELOW. ~ RE(~D), SEE NOTE ~3 BELOW. BOLE pLATE -- ~ SOLE PLATE ~ SOLE PLATE <~ TYPE A - NONRATED ~ TYPE B - NONRATED ~/~ TYPE B- 1 HR. RATED FLOOR PLAN LEGEND EXISTING WALL TO REMAIN NEW CONCREYE WALL NEW SBARING WALL FRAMING NEW NON-SBARING PANTITION WALL 5. PARTITION NOTES NOTES: CON]RACTOR SNALL BE RESPONSIBLE FOR CROSS REFERENCING WALL CONSTRUUTION 7YPEE WI WAM. FINISHES. SEE RNISH KEYS ON ARCHITECTERAL PIJ~NS AND ELEVATIONS FOR FINISH T~PEE. REFB~ TO FINISH SCHEDULE. PROVIDE SOUND AT~NEATION BATI- ~ ALL BATHROOM WNJ. LOCATIONS, TYP. PROVIDE BATr I NBUL~TfON AT AU. EX~RIOR WALLS AS PER REQUIREMENTS IN GENERAL NOTES. PROVIDE WATER RESISTANT GYPSUM BOARD AT ALL BATHROOM WNI LOCATIONS. PROVIDE SOUND AliENUATION aATr @ 2ND FLOOR FRAMING, THROUGHOUT. EO, GARAGE GARAGE DOOR PROVIDE 1HR. BATED CEILING @ GARAGE, ~, TYp. - MIN, (2) LAYER 5/8' GYP., TYP. GARAGE DOOR CE 23"8/12 CE ,~ EX. 1/2 BATH cee ALIGN EXISYG BBMT. STAIR ELECTRICAL DUPLEX RECEPTACLE [] FLOOR RECEPTACLE C~IUNG RECEPTACLE QUAD RECEPTACLE GROUND FAULT II'ERUPT DUPLEX RECEETACLE - MTD. 42' A.F.F. DEDICATED ClRCUrT *DUPLEX RECEPTACLE TELEPHONE RECEETACLE THERMOSTAT ELECTRICAL NOTES 1. ALL ELECTRICAL WIRING INSTALLED ALONG INTERIOR OF FOUNDATION WNI TO SE INSTALLED IN 3/4' CONDUIT AS PER LOCAL BUILDING CODES. 2. VERIFY TELEPHONE I DATA REQUIEEMENTS WI OWNER. 3. PROVIDE TELEPHONE & CAl~/CONNECTION AT ALL BEDROOUS AND LIVING ROOM AREAS, TYP, (~) BASEMENT FLOOR PLAN & ELECTRICAL PLAN 114" = t'-O" erofleusadAssieMBLAOe .nd mai not be m~ind, dial~lx~, KEY PLAN: ISSUED: No. Date Descfip§on e PROJECT: A-O7_OOg NESGOS RESIDENCE 570 Sebastian's Cove Road Matfltuck, NY PHASE: i-3 Predesign sewtce DRAWING: BASEMENT FLOOR PLAN & ELECTRICAL PLAN sca~: AS NO I 06.20.07 Dm~m By: MTS [] DEN II GUEST BEDROOM 7,9~2" 8'9" HEATILATOR SEE THROUGH ST36D WOOD BURNING FIREPLACE OR EQUAL W/FTF 10 CHIMNEY- UL 1O3HT COMPLIANT- FOLLOW ALL MANUE INSTRUCTIONS 23'-10/12" EXIST'G GUEST BEDROOM BATH ALIGN 26'-10" LIVING ROOM END OF EXISTING CONSTRUCTION CONSTRUCTION SEGINS FIRST FLOOR CONSTRUCTION & ELECTRICAL PLAN DINING ROOM Z END OF KITCHEN STONRNTEl r HEA NEW J ISLAND EXTENSION EX. BATH RISER STAIR UP 1/2 PARTITION TYPES EACH SIDE ~ ~ EACH SIDE , ~ 5/8" GYPSUM BOARD BLOCKING/BRIDGING AS ~ BLOCKINC~BRIDGING A TYPE '~C, EACH SIDE SOLE PLATE -- ~ SOLE PLATE 1 ~ RE(~D},SEENOIE~ FLOOR PLAN LEGEND ~ EX~STINGWALL TOREMNN ~ NEW CONCRETE WALL ~ NEW BEARING WALL FEAMING ~ NEW SON-BEARING PARTITION WALL PARTITION NOTES 2. 4. PROVIDE SOUND ATTENUATION EATr {~ AU. BATHROOM WALL LOCATIONS, TYP. PROVIDE BATT INSOLATION AT ALL EXTERIOR WALLS AS PER REQUIREMENTS IN GENERAL NOTES. PROVIDE WATER RESISTANT GYPSUM BOARD AT ALL BATHROOM WALL LOCATIONS, PROVIDE SOUND ATTENUATION BATT ~ 2ND FLOOR FRAMING, THROUGHOUT. EXISTING GARAGE ZZZZZ--ZZZZZZZZZZZZZZZZZZ3EZZZ~ZZZZZZZZZZZZZZZZZZZZZe ELECTRICAL ~UAS RECEPTACLE ~ TELEVS~ON THERMOSTAT ELECTRICAL NOTES ALL ELECTRICAL WIRING INSTALLED ALONG INI~RJOR OF FOUNDATION WALL TO BE INSTALLED IN 3/4' CONDUIT AS PER LOCAL BUILDING CODES, Z VERIFY TELEPHONE / DATA REQUIREMEN13S W/ 3. PROVIDE TELEPHONE & CAW CONNECTION AT ALL BEDROOMS AND LIVING ROG~ AREAS, NEW MASONRY ENTRY STEPS KEY PLAN: ISSUED: No. DaM Description 1. 06.20.07 is~ued to Southold Town NESGOS RESIDENCE 570 ~bas~an's (~e Read Mall~ck, NY PHASE: [] Predeeign ~ DRAWING: FIRST FLOOR PLAN & ELECTRICAL PLAN s=~,: AS NOTED 06.20.07 D=~ MTS Drawing: A-101 MASTER BATH PARTITION TYPES 5/8' GYPSOM BOARD ~ 3/6" GYPSUM SOAND l' U.L CESION NO. U~ ~ EACH SIDE ~ EACH SIDE ~ ~/8" GYPSUM BOARD BLOCKING/~RIDGING AS ~ BLOCIONG~RIDGJNG A 'PfPE 'X', EACH SIDE REQ'O REQ'D ~_~ BLOCKINC~BRIDGING AS · (4 STUD ~ 16' O.C., 2x6 SRJD ~ 16" O.C., REQ'D ...~-~--- UNLESS OTHERWISE ~ ~.~-~ UNLEBE OTEERWISE 214 S'IUD ~ 16" O.C., NOTED NOTED ~ UNLESS OTHERWISE SOUND INSULATION (AS BOUND INSULATION (AS NOTED REQ'D), SEE NOTE ~ ~ ~ REQ'D), SEE NG[E ~ ,SOUND INSULATION (AS BELOW. BELOW. ~ REQ'D), BEE NOTE SOLE PLATE -- ~ SOI-E FLATE .ELOW. - ~ Sot ~ pLATE _o_~.._ _A.~S.~. E M.B .LAG E. an~ m~ n~t be capied, cistnT~u~d, KEY PLAN: ISSUED: No. Date Description 1. 06.20.07 Issued t~ Sou~old Town ALIGN DECK EXIST'G MASTER BEDROOM AUGN FLOOR PLAN LEGEND ~ EXISTINGWALL TO REMNN r'-'~'-~ NEW CONCRETE WALL ~ REW BEASING WAU_ FRAMING ~ NEW NON-BEARING PARTDrlON WALL PARTITION NOTES & 5. CON~CTOR SHAM. BE RESPONSIBLE FOR CROSS REFERENCING WALL CONSTRUCTION TYPES W/WALL FINISHES. SEE FINISH I~-YS ON ARCHrlEc~JRAL R.ANS AND ELEVATIONS FOR RNISH TYPES. REFER TO FINISH SCHEDULE. PROVIDE SOUND ATTENUATION DATr ~ ALI. BATHROOM WALL LOCATIONS, TYP. PROVIDE EATr INSULATION AT ALL EXTERIOR WALLS AS PER REQUIREMENTS IN GENERAL NOTES. PROVIDE WATER RESISTANT GYPSUM BOARD AT AU. BATHROOM WALL LOCET~3NS. PROVIDE SOUND ATrERUATION BATr ~ 2ND FLOOR FRAMING, '~IROUGHOUT. SECOND FLOOR PLAN & ELECTRICAL PLAN STUDY RISER STAIR UP -DECK ELECTRICAL DUPLEX RECEPTACLE FLOOR RECEPTACLE CEILING RECEPTACLE QUAD RECEPTACLE GROUND FAULT INTERUPT DUPLEX RECEPTACLE. MID. 42' KF.F. c~LE TELEVaON THERMOSTAT ELECTRICAL NOTES 1. ALL ELECTRICAL WIRING INSTALLED ALONG IN]ERION OF FOUNDATION WALL TO BE INSTALLED IN 3/4" CONDUIT AS PER LOCAL BUILDING CODES. 2. VEPJFY TELEPHONE / DATA REQUIREMENTS W/ OWNER~ 3. PROVIDE TELEPHONE & CA'IV CONNECTION AT ALL BEDROOMS AND LIVING ROOM AREAS, ~fP. /? NESGOS RESIDENCE 570 Sebaslian's Cove Road PHASE: [] PredeSign sen,tee D~WING: SECOND FLOOR P~N & ELECTRICAL P~N s~: AS NOTED 06.20.07 ~,a~-~ 8~ MTS .-. A-102 SCUPPER COLLECTOR BOX&LEADER CRrCKET SLOPE '~ NEWASPHALT SHINGLE ROOF SLOPE 3:12 SCUPPER BOX&LEADER CRICKET SLOPEDTO DRAIN ~ NEW ASPHALT SHINGLE ROOF --~ ENT (~ PARTIAL ROOF BULKHEAD PLAN pam~im. KEY PLAN: ISSUED: No. Date DescdptJon (~ ROOF PLAN EXISI~G GUTTER & SCUPPER COLLECTOR BOX&LEADER NEWGUTrER-- SCUPPER COLLECTOR-- BOX&LEADER CRICKET SLOPEDTO DRAIN '~ SLOPE 3:12 NEWCHIMNEY ABOVEROOF ~ NEWASPHALT SHINGLEROOF-'~ (EXIS'i~G)SLOPE WOODDECKOVEREPDM SLOPETODRAIN J~ 11 II EXIS~G SKYLIGHT SLOPE 3:12 -- NEW LEADER EXISTS GUT~R [EXIST'G) SLOPE 5:12 SLOPE 3.12 E)aST'G GUTTER & LEADER SCUPPER COLLECTOR BOX&LEADER PROJ~ NESGOS RESIDENCE 570 Sebas~an's Cove Road PHASE: [] schemaU= DRAWING: ROOF PLAN & PARTIAL BULKHEAD PLAN AS NOTED 06.20,07 o.~ a~ MTS A-103 BASEMENT REFLECTED CEILING PLAN To ...... DOOR OPENER II TO 'ENTRY REFLECTED CEILING LEGEND WALL MOUN3~D SWITCH ~HREE WAY WALL MOUNTED SWITCH CEIUNG MOUN3ED FIXTURE PENDANT MOUNTED FIXTURE RECESSED LIGHT FIXTURE WALL MOUN3ED UGHT WIRING DIAGRAM BATHROOM LIGHT AND EXHAUST FAN SMOKE DEIECTOR ! CARBON MONOXEIE (CO) COMBINATION DE[ECTOR COMBINA33ON UNff- HANDWIRED, W/BATTERY BACKUP SMOKE DEIECTOR UNIT - HARDWlRED, WI BATTERY BACKUP C~RDON MONOXIDE DEI'ECTOR HARDW~RED, WI BATTERY BACKUP EXTERIOR SPOTLIGHT, (2) LAMP - W/ PflOTOME~C SWITCH EXTERIOR WA~EEPEOOF WNJ. MOUN3~D UGNT CEIUNG FAN ~ CEIUNGRECEPTN~LE REFLECTED CEILING LEGEND I. ALL ELEC~ICAL WIRING INSTALLED ALONG INTERIOR OF FOUNDATION WALL TO BE INSTAll pn IN 3/4' CONDUIT AS PER LOCAL BUILDING CODES. Z VERIFY TELEPHCHE I DATA REQUIEEMENTS WI OWNER. 3. PROVIDE 3TELEPHONE & CA~/OONNECTION ^T ALL BEDROOMS AND LIVING ROOM AREAS, TYP. KEY PI.AN: ISSUED: NO. Date Description 1. 06.20.07 issued to Southold Tram PROJECT: A-07_oog NESGOS RESIDENCE 570 Seba~an's Cove Road Matfituck, NY PHASE: O s~ sun~y DRAWING: BASEMENT REFLECTED CEILING PLAN s~,: AS NOTED o.m: 06.20.07 ~.n ~: MFS o_: A-110 %%% '- EHTRY · EN/RY REFLECTED CEILING LEGEND WALt. MOUNTED SWITCH -m-3 THREE WAY WALL MOUNTED SWrTCH -C~- CEILING MOUNTED FIXTURE ~ PENDANT MOUNTED FIX'AJRE 0 RECESSED LIGHT FIXTURE WALL MOUN'IEO LIGHT SMOKE DETECTOR / CARBON MONOXIDE (CO) COMBINATION DETECTOR COMBINATION UNIT - NARDWlRED, WI NAi I bl<¥ BACKUP SMOKE DETECTOR UNIT - NARDWlRED, WI BATTERY BACKUP CARBON MONOXIDE DErECTOR NARDWIRED, i_Dve EXTERION WATERPROOF WALL MOUNTED LIGHT CEILING FAN CEIUNG RECBOTACLE REFLECTED CEILING LEGEND 1, ALL ELECTRICAL WIRING INSTALLED ALONG INTERION OF FOUNBATION WALL TO BE INSTAl I [:rt IN 3/4" CONDUIT AS PER LOCAL BUILDING CODES. 2. VERIFY TELEPHONE I DATA REQUIREMENTS WI OWNER. 3. PROVIDE IT:LEPHONE & CAI~/CONNECTION AT NJ. BEDROOMS AND LIVING ROGM AREAS, e~e A~, ,EMBLAGE and ~( no[ be cq~, eis~, KEY PLAN: ISSUED: No. Date DescripUon 1. 06.20.07 issued to ~outhold Town PROJECT: A-07_009 NESGOS RESIDENCE 570 Sebaslian's Cove Road Maltiluck, NY PHASE: DRAWING: FIRST FLOOR REFLECTED CEILING PLAN Sc~: AS NOTED 06.20.07 Drawn S,j: MTS ~ PARTIAL ROOF BULKHEAD RCP Q CEILING PLAN REFLECTED CEILING LEGEND WALL MOUN~D SWITCH ~HREE WAY WALL UOUNTED SWITCH CEILING MOUNTED FIX'lURE PENDANT MOUNteD FIXTURE CBUNGFAN CEIUNG RECEPTACLE REFLECTED CEILING LEGEND olta ASSEMBLAGE ALL RIGHT8 RESERVED ~ KEY PLAN: ISSUED: No. Date Desc~pfion 1. 06.20.07 issued to Soulflold Town PROJECT: A- 07_009 NESGOS RESIDENCE 570 Sebas~an's Cove Road PHASE: DRAWING: SECOND FLOOR REFLECTED CEILING PLAN sc~: AS NOTED o~: 06.20.07 Or.~ a~ MTS ....: A-112 NEW WINDOWS, TYP.-SEE PLAN AND SCHEDULE FOR TYPE NEW SULKHEAD ROOF WITH ASPHALT SHINGLES 33'-11 ' (92.91') NEW BULKHEAD ROOF I~ - NEW RO01 22'-0" (8t .00') ~ ROOF H.P. ~' 27'-t" (88.08') EXISTING RIDGE EXISTING ROOF WI'IH NEW ASPHALT SHINGLES 23'-2" (82.17') EXISTING ROOF H.P. 16'-9" (75.75') ROOF L.P. SECOND FL ~ 9'-10 1/2" (68.87') 5'-5' (64.41.) FIRST FL. NEW GARAGE DOORS -- STONEVENEER-- WEST ELEVATION NEW DOOR, TYP. SEE PLAN AND SCHEDULE FOR T~PE REATINtNG WALL -- -- NEW CLAPBOARD SIDING TERRACED STONE CLAD PLANTING BEDS 0'-3' (59.25') GARAGE FL ~ - 0'-0" (59.00') AVG. EXISTING GRADE -3"0" (56.00') BASMENT ''~ -3'-6 1/2" (55.47') NEW GARAGE ~ 31 NEW BULKHEAD ROOF WITH ASPHALT SHINGLES -- VEE'~CAL WOOD T&G SIDING EXISTING ROOF WITH NEW ASPHALT SHINGLES NEW ROOF WITH ASPHALT SHINGLES 33'-t 1" (92.91 .) NEW BULIG'tEAD ROOF 27'-1" (86.08') EX]STING RIDGE NEW ROOF WH'H ASPHALT SHINGLES 3i NEWWINDOWS,~fP.~EE TYPE 17'-11 1/2" (76.96') _ J ROOF H.P. w, 14'-10' (73.83') ~b ROOF LP. '~ 14'~" (73.33') SECOND FL. 9L10 1/2" (68.87') 1-1/2 FL. ~'' 5'-5" (64.41.) ~b FIRST FL. ~ DECK AND STNRS NEW CLAPBOARD SIDING EAST ELEVATION 1/4" = 1'-0" -- VERTICAL WOOD T&G SIDING -- NEW CLAP9OARD SIDING STONE VENEER OVER CONCRETE RETNNING WALL 0'.-3" (59.25') GARAGE FL. o'-o" (59.0o') AVG. EXISTING GRADE -3'-0" (56,0o') ~b BASMENT .a,..s 1/2. (55.47') NEW GARAGE KEY PLAN: ISSUED: No. Date Description 1. 06.20.07 issued to Southold Town OF '~ NESGOS RESIDENCE 570 Sebaslian's Cove Road Matfituck, NY PHASE: [] Predesign Se~ce [] De~ Oevek3pm~t DRAWING: ELEVATIONS s~=~: AS NOTED ~,~: 06.20.07 Dm,,, S~ MTS A-201 NEW BULKHEAD ROOF WI~H ASPHALT SHINGLES 33'-11" (92~)1') NEVi/BULKHEAD ROOF EXISTING ROOF WITH NEW ASPHALT SHINGLES NEW WINDOWS, TYP.-SEE T~E 27'-1" (86.08') ~b EXISTING RIDGE '~ NEWROD 14'~"(73.33') ~ SECONDFL ~ NEW CLAPBOARD SIDING -- 9'-10 1/2' (68.87') ~ 1-1/2 FL '~ STONE -- NEW CLAPBOARD SIDING EXISTING GARAGE DOORS TO REMAIN 5'-5" (64.41') ~b FIRST FL. '" o'~3- (59253 GARAGE FL. AVG. EXISTING GRADE -- NEW DECK ARD STAIRS -3,-o" (56.o0) BASMENT NEW GARAGE SOUTH ELEVATION NEW BUL~EAD ROOF Wl~ ASPHALT SHINGLES NEW BULKHEAD ROOF ~ - NEW ROOF WITH ASPHALT SHINGLES EXISTING ROOF WITH NEW ASPHALT SHINGLES NEWBALCONYARD GUARDRAIL 42" HIGH GUARDRNL 27'-1 · (86.08~ EXISTING RIDGE NEW ROOF WITH ASPHALT SHINGLES 17'-11 1/2" (76.96'} N3 ROOF H.P. '~ 14'-10" (73.83') ~ ROOF L.P. "~ NEW ROOF WHH ASHFALT SHINGLES 22'-0' (81.Off) ~b ROOF H.P. ~ NEW WINDOWS, TYP,~EE 16'-9" (75.7E) ~. ROOF L.P. '~ 14'-4' (73.33') SECOND FL 9'-10 1/2" (68.87) ~b 1-112 FL. '~ NEWSTONESTN STONETERHACE -- 5'-5" (64.41') ~b FIRST FL '" STONE VENEER OVER WALL, 'i'~P. 0'-3' (59.25') GARAGE FL. fi-O" (59.00') AVG. EXISTING GRADE · -3'..o- (56.0o3 BASMENT NEW GARAGE NORTH ELEVATION 1/4" = 1'~1" KEY PLAN: ISSUED: No. Date Descdpfion NESGOS RESIDENCE 570 Sebastian's Cove Road Mardluck, NY PHASE: DRAWING: ELEVATIONS AS NOTED 06.20.07 Dmvm By: MTS A-202 12 L TR. (9" M~N.) @ 8'-5" REC. ROOM LAUNDRY GARAGE 6 EQ. TR. (9" MIN.) ~ 5'-1" 8 EQ. TR. (e' MIN.) BUILDING SECTION ROOFWITH ASPHALT SHINGLES TYP~-SEE PLAN AND SCHEDULE FOR TYPE STUDY DINING ROOM RISER STAIR WI WOOD TREADS BASEMENT --LINE OFGRADE BEYOND NEW DOOR,TYP.-SEE PLAN AND SCHEDULE FORTYPE -- -- CHIMNEY 33'-11" (92.91') NEW BULKHEAD ROOF -- NEW ROOF WITH ASPHALT SHINGLES 27'-1' (86.08') EXISTING RIDGE DOWS. TYP.~SEE PLAN AND SCHEDULE FOR TYPE 12 DEN 22'-o' (81.oo3 ~ ROOF H.P. '~ 16'-9' (75.75') ROOF LP. $ 14'-4' (73.33') SECOND FL. '~ 9'-10 1/2' (68.87') 1-1/2 FL. 5'~5" (64.41') FIRST FL. ~ o'-3' (.59.25~) GARAGE FL. 0'-O" (59.00') AVG. EXISTING GRADE -3'-o- (~.oo') ,h BASMENT ' -3'-6 112" (55.47') NEON GARAGE -- NEW GARAGE DOORS dratdng, am~.ag and t~dea rr, a~fbl cena~ined KEY PI..,a~: ISSUED: No. Date Description t. o6.2o.07 issued to Southold Town NESGOS RESIDENCE 570 Sebastian's Co~.e Road Matlituck, NY PHASE: DRAWING: BUILDING SECTION AS NOTED 06.20.07 orawn ~ MTS Drawing: A-301 ' (73.33') 3ND FL. ~ DNE ~PED TO DGEB ' (64.41') *b IRST FL, "(63.8B') ~b PATIO '" STONEDUST D COMPACTED TO ED PROCTOR ' CRUSHED STONE ~CTED TO 98% ~OCTOR ~TASILIZATION :QUAL ) BACKFILL TO 98% 112" CDX PLYWOOD ROOF SHEATHIN~ CEILING JOISTS, SEE STRUCT. PLA~ -- 3r-- GYP. BD. CEILING -- GLULAM BEAM, SEE PLAN FOR SIZING & SPACING 5/8" GYP. WALL BD. -- WINDOW SHADE REMOVEABLE WOOD TRIM -- WOO 3/4' T & G PLYWOOD, SCREWED & GLUED TO FRAMING, TYP. PROVIDE SOLID BRIDGING OR STRAPPING @ 7"0" MAX. 5" CONCRETE SLAB, REINFORCED W/6 x 6 1011B W.W.F. PLACED 3" MINIMUM FROM Bo'FroM OF SLAB OVER B MIL POLVETNELENE VAPOR BARRIER GRAVEL BASE, 6" DEPTH -- ~ BAN @ 24" O.C, (3) # $ BAR CONTINUOUS UNDIBTURBEDBOIL EXPANSION JOrNT ( DEN WALL SECTION 22'-0" (81.00') ROOF H.P. 2X F. AVE EX~NSION S~RUCTURN. HEADER. SEE PLAN FOR SIZING 2 x 6 S'IZlD FRAMING WI RAn- INSULATION- SEE I TASTE FOR R- VALUE, PROVIDE BRIDGING & RRESTOPRING AS REQ'D 5'~"(64.41') ~ FIRST FL. ~ pLATE -- ~TONE VENEER · -3'-6 1/2' (55.47') ,,, NEW GARAGE w- BELOW GRADE @48'0.C. ~ HORIZONTAL BAR @ TOP & BO'ITOM OF WALL, TYP. RLTER FABRIC GRAVEL BED, 3/4' GRAVEL -- APPROX. 2'1~ CONTINUD~ ALONG FOOTING PERIMETER 4" 0 PERFORATED PVC FOOTING DRAIN TO POSITIVE OUTFALL KEY PLAN: ISSUED: No. Date DescHption t. 06.20.07 issued to Southold Town NESGOS RESIDENCE 570 Sebastian's Cove Road Matlituck. NY PHASE: [] suAd, ernen~l~ DRAWING: WALL SECTIONS AS NOTED 06.20.07 ora~ MTS Drawing: A-302 3'~y8" TEMPERED GLO. lNG -- TEMPERED GLAZING WOOD MOLDrNG TEMPERED GLAZING -- WOOD MOLDING 6'-4" -- TEMPERED GLAZING 2r.~" 3*-4" DOOR NOTES DOOR NOTES: 1. ALL METAL FRAMED DOOES TO NAVE WELDED FRAMES, TYP. 2. VERIFY FINISH REQUIREMENTS WI OWNER. 4. PROVIDE EGRESS HASDWARE (PANIC E~R, ETC.) AT ALL DOORS DENOTED AS "EGRESS' IN SCHESU[E N~OVE, 'IYP. S. ALL FIDE RATED I "C~-ASEL' DOORS TO HAVE AUTOMATIC CLOSER OR SPRING LOADED HINGES, TYP. 6. ALL MECHANICAL / FURNACE ROOM DOORS, TO BE PROVIDED Wi2 LOUVERED VENTS, MIN. t2" x 12' - LOCATE {~ MAXIMUM 12' ABOVE BoI'rOM & 12' BELOW TOP OF DOOR. DOOR SCHEDULE 1/4" = 1'~)" 4LO" 31.0" 4' 4, 4'~' L Fl///4! GLAZING NOTES TEMPERED GLASS SHALL BE REQUIRED ON: 1. DOOR GLAZING 3. WINDOW WITHIN 24' OF OPERABLE BOOR WINDOW NOTES WINDOW NO*lES: 1. WINDOWS DENOTED AS 'EGRESS* TO COMPLY WINDOW SCHEDULE 1/4"= 1'-0' o1~ ASSEMBLAGE ALL RIGHTS ~ ~is ~mw~flg, a~l. afl gral~'~c and wfll~ m~ canMined ~.~.~o~i.~J~,~. , KEY PLAN: ISSUED: No. Date Descdplion 1. 06.20.07 issued to Soulhold Town PROJECT: A-07_009 NESGOS RESIDENCE 570 Sebastian's Co~ Road Matlituck, NY PHASE: [] Design ~nt DRAWING: DOOR & WINDOW SCHEDULE & NOTES AS NOTED 06.20.07 Dmwfl By: MTS A-603 - BRICK LEDGE 2" THK. STONE PATIO ON 2" STONE GUST SET(lNG BED OVER 6" DP. - 3~4" O CRUSHED / STONE SASE ~ BACKFILL AS REQUIRED. 2x10 2x10 2x10 2x10 2x10 2x10 2x10 2x10 2x10 2x10 BELOW 2x10 2x10 2x10 2x10 2x10 2 xl0 2 xlO M BEAM POCKET BASEMENT FRAMING PLAN 114" = 1'-O" · ~' THRU BOLT (2) EACH BIDE GIRDER, SEE PLAN FOR SIZE ~" THICK PLATE ~' THICK PLATE BOTH SIDES TYP. GIRDER / POST DETAIL 2x10 2 xl0 2x10 2x10 2x10 2x10 2xt0 2xt0 2x10 2x10 2x10 2x10 2xt0 2x10 2x10 2 xl0 2x10 2x10 2x10 2xt0 2x10 2x10 2 xl0 ~ WELDS TYPICAL FOR BOTH SIDES VARIES COORDINATE BEARING PLATE ~WITH GIRDER SIZE 'THICK PLATE TS 4x4x~4" STL POST OR [ALLY__ COLUMN 1 ' NON~HRINK GROUT TYP. GIRDER / POST DETAIL ~"CRUSHEDSTONE (3)~BASBOTH WAYS TYP. POST FOOTING 8" __ HSE 4x4x~' STL POST 12xt2x3/4' BASE PLATE TYP. POST BEARING PLATE 10'GCONCRETEI PIER THK, CONCRETE PAD t VERIFY SIZE SLAB ~ONTINUE FOUNDATION FROUT WALL 4~} BELOW GRADE, TYP. STRUCTURAL LEGEND REAM/JOIST - SEE PLAN FOR SIZE I TYPE ~ NEW MASONRY WALL ~ NEW BEARING WALL FEAMING ....... UNE OF ITEMS ABOVE - SEE PLAN FOR ....... IDENTiFCAI1ON ....... LIRE OF FOOTING BELOW - SEE PLAN ....... FOR SIZE POST - WOOD, SEE NO, ES BELOW POST UP POST DOWN DIRECTION OF FRAMING MEMBER SIZE EXTENT OF FRAMING EXISTING FRAMING - SfzE WHERE KNOWH HAS BEEN DENOTED, VERIFY FRAMING DIMENSION IN FIELD. 4' THK. SLAB ON GRADE, WI DEEP 3H" O CRUSHED STONE BASE STRUCTURAL NOTES 1. ALL WOOD FEAMING TO SE 16" O.C., U.O.N. 2. ALL WOOO pRA~ED HEADERS TO BE (2) 2x12, 3. ALL WOOD FEAMED POSTS TO BE (3) 2x4, (2) 2x6, OR (1) 4x4, U.O.N., TYP. - PROVIDE BEARING UNDER FULL WIDTH OF BEAM, 1YP, 4. ALL STEEL POSTS TO BE HSS 4x4xl/4", U.O.N.,TYP. 5. PROVIDE GTE JOIST HANGSRS AT FLUSH FRN~IEB BEAM AND I J=DGER LOCATIONS. 6. PROVIDE MECHANICAL CONNECTIOGS - JOIST HANGERS, CUPS, UTC, AT ALL STHUCTHR~ FRAMING CONNECTIONS AS REQ~). 7. ALLFUTOUPLATEASEEMBUESTORE BOLTED WITH (2) ROWS OF 1/2' G BOLTS ~ 24' O.C., STAGGERED, U.O,N. 8. ALL LEDGER LOCATIONS TO RECEIVE (2) ROWS OF 1/2' El BOLTS AT 24" O.C., STAGGERED, 9. PROVIDE STHUCIUEAL FRAMING AS REQUIRED TO TRANSFER STRUCTHRAL POST LOADS FRO~ ROOF FRAMING TO FOUNDATION BELOW. 10. PROVIDE SHICOlNG AT ALL FLOOR FRAMING LOCATIONS, MAXIMUM 7'~' O.C., TYP. CONTRACTOR TO PROVIDE FIRESTOPS AT ALL REQUIRED LOCATIONS, T~P. ALL BRICK VENEB~ LINTELS TO SE MINIMUM 3-1/2' 13. STEEL FASR~DATOR TO SUBMIT SHOP DNAWlNGS DETAILING SIEEL CONNECTIONS AND PROVIDE ENGINEERING AS REQURIED FOR REVIEW AND APPROVAL 14, AT ALL LOCATIONS WHERE NEW POUNDATION WALL MEETS EYdbq'ING FOUNDATION WALLS, PROVIDE STEEL BAR EPOYdEO INTO EXISTING FOUNDATION, TiP. 15. AT ALL FLOOR ASSEMBLY LODATIONS, PROVIDE HURRICAN STHAPS AND TIES ~ 32' O.C., TYR 16, AT ALL RIDG~ AND EAVE LOCATIONS, PEOVIOE RIDGE AND RAVE HURRICANE TIER ~ 32" O.C., 1YP. 17. CON1RACTOR TO INSPECT COBOITION OF EXISTING FRAMING IN AREAS THAT HAVE BEEN EXP0~ED BY DEMOLiTiON AND REPOET FINDINGS TO ARCHITECT OF RECORD. 18. CONTRACTOR TO VERIFY SIZE OF EXISTING FOOllNG AND NOTIFY ARCHITECT OF RNDINGS. a~ AGSEMBL~E ALL RIGHTS RESERVED olte ASSEMBLAGE and ~a~ n~ be ca, ecl, d~A'bufed, KEY PLAN: ISSUED: No. Date Description 1. 06.20.07 issued ta Southold Town NESGOS RESIDENCE 570 Sebastian's Cove Road Malttiuck, NY PHASE: DRAWING: BASEMENT FRAMING PLAN AS NOTED 06.20.07 ~ UTS S-100 2x12 2xt2 2x12 2x12 2x12 2x12 2 x12 2 x12 2x12 2x12 2x12 2x12 2x12 2x12 LINE OF OVERHANG 2x12 2x12 2x10 2x10 2x10 2x10 (2) (2) 1-3/4" x 5-1/2' LVL (2) 1-3/4" x 5-1/2' LVL (2) 1-3/4" x 5-1/2' LVL (2) 1-3/4" x 5-1/2" LVL (2) 1-3/4' x 5-1/2" LVL (2) 1-3/4" x 5-1/2" LVL (2) 1-3/4" x 5-1/2" LVL (2) I-3/4" x 5-112' LVL (2) t-3/4" x 5-1~2" LVL (2) 1-3/4" x 5-1/2' LVL (2) 1-3/4' x 5-1/2" LVL (2) 1-3/4" x 5-1/2" LVL (2) 1-3/4' x 3-1/2' LVL (2} I-3/4" x 5-1/2' LVL 2x8 ~/~- LrNE OF OVERHANG x8 5-1/2 x13-1/2 1.3EGLULN 5-1/2 x 13-1/2 1.3E GLUtAM FLUSH FRAME BEAM - PROVIDE HANGERS AS REQUIRED '-~ VERIFY POST AUGNMENTWI POSTBELOW (EX)2xt0 .~ ALIGNMENT W/ POST BELOW (2) 1-3/4 x 9-114 LVL TYP. GIRDER CONNECTION DEN 1 1/2" (4) ~ FRAMING - ~EE TYP. GIRDER CONNECTION_ _ _ DEN 2 x 12 P.T. STRINGER 2 x 12 P.T. SIR~NGER t4. 15, 16. STRUCTURAL LEGEND BEAb!/JOIST - SEE PLAN FOR SIZE / 3YPR ~ NEW MABONRY WALL ....... LINE OF FIEMS ABOVE - SEE PLAN FOR ....... IDENTIFICATION ....... ENE OF FOO3]NG BELOW - SEE pL~ ....... FOR SIZE · POST - STEEL, SEE NOTES BELOW E~STING FRAMING - SIZE WHERE ~IOWN HAS BEER DEROTED, VERIFY FRAMING DIMENSION IN FIELD. 4' TRK. SLAB ON GRADE, W/ DEEP 3/4" 0 CRUSHED STONE BASE STRUCTURAL NOTES 17. 18. NJ. WOOD FRAMING TO BE 16" O.C., U.O.N. ALL WOOD FRAMED HEADERS TO BE (2) 2x12, U.O.N. ALL WOOD FBAMED POSIS TO BE (3) 2x4, (2) 2x6, OR (1) 4x4, U.O.N., TYP. - PROVIDE BEARING UNDER FULL WIDTH OF BEAM,'IYP. ALL STEEL POSTS TO BE HSS 4x4xl,~', U.O.N., TYP. PROVIDE STL JOIST HANGERS AT FLUSH FRAMED BEAM AND LEDGER LOCATIONS. AU. FLITCH FLATE ASSENBUES TO BE BOLTED WITH (2) ROWS OF 1/2" ~1 BOLTS ~ 24" O.C., STAGGERED, U.O.N. ALL LEDGER LOCATIORS TO RECEIVE (2) ROWS OF 1/'2' ~ BOLTS AT 24" O.C., STAGGERED, U.O.N. PROVIDE STRUCTURAL FRAMING AS REQUIRED TO 'IRANSFER S~RUCRJRAL POST LOADS FROM ROOF FRAMING TO FOUNDATION BELOW. PROVIDE BRIDGING ATALL FLOOR FRAMING LOCATIONS, MAXIMUM 7~" O.C., '[YP. CONTRACTOR TO PROVIDE FIRESTORS AT ALL REQUIRED LOCATIONS, ~'P. ALL BRICKVENEER LINTELS TO BE MINIMUM 3-1/2' STEEL FABRICATOR TO SUBMIT SHOP DRAWINGS DETAILING STEEL CONNECTIONS AND PROVIDE ENGINEERING AS REQGRIED FOR REVIEW AND APPROVAL. AT NJ- LOCATIONS WHERE NEW FOUNDATION WALL MEETS EXISTING FOUNDATION WALLS, PROVIDE STEEL BAR EPOXIED INTO EX~STING FOUNCATIOR, TYP. AT ALL FLOOR ASSEMBLY LOCATIONS, PROVIDE HURRICAN STRAPS AND TIES ~ 32" O.C., TYP. AT ALL RIDGE AND BAVE LOCATIONS, PROVIDE RIDGE AND EAVE HURRICANE TIES ~ 32" O.C., TYP. CONTRACTOR TO INSPECT CONDITION OF EXlSI1NG FRAMING IN AREAS THAT HAVE BEER EXPOSED BY OEMOLITIOR AND REPORT RNGINGS TO ARCHITECT OF RECORD. CONTRACTOR TO VERIFY S]BE OF EXIErlNG FOOTING AND NO'RFY ARCHITECT OF FINDINGS. ot~ AR~EMBLAGE and may net be mpled, or t~ed ~n wflola a' in par t, w[tbeut e)qxessed, wfillal KEY PLAN: ISSUED: No. Date Description NESGOS RESIDENCE 570 SebaslJan's Cove Road Maltituck, NY PHASE: [] site sunny [] DRAWING: FIRST FLOOR FRAMING PLAN sc.~: AS NOTED 06.20.07 FIRST FLOOR FRAMING PLAN MTS BULKHEAD PART PLAN (EX} 2 x 6 CEILING (EX) 2 x 8 RAFTER (EX) 2 x 6 CEILING (EX) 2 x 8 EAFTER FOR BULKHEAD FRAMING SEE: SECOND FLOOR FRAMING PLAN STRUCTURAL LEGEND ~ NEW CONCRETE WALL ~ NEW BEARING WALL FRAMING ....... LINE OF ITEMS ABOVE - SEE PLAN FOR ....... IDENTIFICATION ....... URS OF FOOTING BELOW - SEE pLAN ....... FOR SIZE EX/SI1NG FRAMING - WHERE KNOWN HAS REiN DENOTED, VERIFY FRAMING DIMENSION IN RELD. 4" THK. S!.AB ON GRASE, W/ DEEP 3/4" O CRUSHED STONE BASE STRUCTURAL NOTES 1. ALL WOOD FRAMING TO BE 18' O.C., D.O.N. 2. ALL WOOD FRAMED READERS TO BE (2) 2x12, 3. ALL WODO FRAME]3 Pos'rs TO BE (3) 2x4, (2) 2x~, OR (1) 4x4, U.O.N., TYP. - PROVIDE BEARING UNDER FULL WIDTI~ OF BEAM, 1YP. 4. ALL STEEL POSTS TO BE RES 4x4xl14', U.O.N., TYP. $. PROVIDE STI., JOIST HANGERS AT FLUSH FRAMED BEAM AND LEDGER LOCATION~. $. PROVIDE MECHANICAL ODNNEC110f~ - JO~ST HANGERS, GLIRS~ ETC. AT ALL ~TROCIURAL ERASING CONNECTIONS AS REQ'D. ALLFLITCHPLATERSDEMBUEETOBE ROLTEO STAGGERED, U.O.N. 8. ALL LEDGER LOCATIONS TO RECEIVE {2) ROWS OF '1~ O BOLTS AT 24' O.C., ST~'3GENED, U.O.N. 9, PROVIDE STRUCTERAL FRAMING AS REQUIRED TO TRANSFER STRUCTURAL POST LOADS FROM ROOF FRAMING TO FOUNDATION BELOW. 10. PROVIDE BRIDGING AT ALL FLOOR FRAMING LOCATIONS, MAXIMUM 7'-0" O.C., TYP. CONTRACTOR TO PROVIDE FIRESTOPS AT ALL REQUIRED LOCATIONS, TYP. 12. ALL BRICK VENEER LINTELS TO DE MINIMUM 3-1/2" 13. STEEL FADRICATOR TO SUBMIT SHOP DRAWINGS DETAIUNG STEEL CONNECTIONS AND PROVIDE ENGINEERING AS REQURIED FOR REVIEW AND APPROVAL 14. AT ALL LOCATIONS WHERE NEW FOUNDATION WALL MEETS EXISTING FOUNDATION WALLS, PROVIDE STEB_ BAR EPOXIED INTO EXISTING 15. AT ALL FLOC~ ASSEMBLY LOCATIONS, PROVIOE HURRICAN STRAPS AND TIES @ 32' O.C., IYP. 16. AT ALL PJDDE AND EAVE LOCATIORS, PROVIDE RIDGE AND EAVE HURRICANE TIES I~ 32" O.C., 17. ODNTI~,N3TOR TO INSPECT ODNDmON OF EXISTING FRAMING IN AREAS THAT HAV~ BEEN EXPOSED BY DEMOUTION AND REPOET FINDINGS KEY PLAN: ISSUED: No. Date Description 1. 06.20.07 issued to Southdd Tow~ NESGOS RESIDENCE 570 Sebastian's Cove Road PHASE: [] site Su~ey DRAWING: SECOND FLOOR FRAMING PLAN AS NOTED 06.20.07 [~,,n ~ MTS _.: S-102 2x12 2x12 2x12 2x12 2x10 2 x12 ~ 2 x12 2 xl0 2x12 2x12 2x10 2x12 2x12 2x12 2xl2 2xt2 2 x12 2x12 2x12 2x10 2x10 (2) 1-3/4' x 5-1/2" LVL (2) 1-3/4' x 5-1/2" LVL UNE OF OVERHANG ¥ < (2) 1-314" x 5-1/2" LVL (2) 1~4" x 5-1/2" LVL (2) t-3/4" x 5-1/2" LVL ~ (2) 1-3/4" x 5-1/2" LVL ~ (2) 1-3/4" x 5-1/2' LVL ~ (2) t-314" x S-t/2" LVL -~ (2) t-3/4' x 5-112" LVL (2) 1-314' x 5-t/2" LVL (2) t-314" x 5-t/2' LVL (2} 1-3/4" x 5-1/2" LVL (2) 1-3/4" x 5-1/2' LVL }FOVERRANG FR~IE BEAM - PROVIDE HANGERS AS REQUIRED VENIPf POST ALIGNMENT WI POST BELOW 'POST ALIGNMENTWI POSTBELOW TYP. GIRDER CONNECTION DEN 1112" FOR SEE TYP. GIRDER CONNECTION DEN 2 x 12 P.T. S~RINGER 2 x 12 P.T. STRINGER STRUCTURAL LEGEND BEAM/JOIST - SEE PLAN FOR SIZE I TYPE NEW MASONRY WALL ~ NEW NON-DEARING PAS~TION WALL ....... LIRE OF I~.MS ASOVE - SEE PLAN FOR ....... ENE OF FOOTING BELOW - SBE PLAN ....... FOR SIZE EXISTING FRN~ING - SIZ~ WHERE KNOWN HAS BEER DENO3ED, VERIFY FRAMING DIMENSION ~N FIELD. ~THK. SL~BONGRADE, Wl STONERASE STRUCTURAL NOTES 1. ALL WOOD FRAMING TO BE 16' O.C., U.O.N. 2. ALL t~3OD ER~MED HEADERE TO BE (2) 2x12, 4. 5. ALL WOOD FRN~IED POSTS TO BE (3) 2x4, (2) 2x6, OR (1) 4x4, U,O.N., TYP. - PROVIDE BEARING UNDER FULL WIDTH OF BEAM, TYP. ALL SlEEL POSTS TO BE HSS 4x4xl~', U.O.N., I~P. PROVIDE STL JOIST HANGERS AT FLUSH ~ SEAM AND LEDGER LOCATIONS. PROVIDE MI~C~.~!(~..C~NECTIONS - JOIST HANGERS,' CH ,1~, ETC~ AT, NJ. STRUC3UEAL FRAMING CONNE.CTIONS AS, REQ'D. J~LL FL~CH~" ~ ESa~ r ' ' TO BE ~0~"~ WiTH (2) ROWS OF 1/2~1 ~[TS'~ 24' O.C., STAGGERED, U.O.N. ALL LEDGER LOCATIONS TO RECEIVE (2) ROWS OF 1/2" ~ BOLTS AT 24' O.C., STAGGERED, U.O.N. 9. PROVIDE STRUCTURAL FRAMING AS REQUIRED TO TRANSFER S~UC3URAL POST LOADS FROU ROOF FRAMING TO FOUNDATION BELOW. 10. PROVIDE RRIDGING AT ALL FLOOR FRAMING LOCATIONS, ~MUM T-O" O.C., ~P. 11. CONTRACTOR TO PROVIDE RRESTOPS AT ALL REQUIRED LOCATIONS, 'IYP. 12. N.L ERICK VENEER UNI~LS TO BE MINIMUM 5-1/2' x 3-1/2' x 114" THE, U.O~N, 13. STEEL FASRICATOR TO SUBMIT SHDE DRAWINGS DETAILING STEEL CONNECTIONS AND PROVIDE ENGINEERING AS REQURIEO FOR REVIEW AND APPROVAL 14. AT ALL LOCATIONS WHERE NEW FOUND^TION WALl. MEETS EXISTING FOUNDATION WALLS, PROVIDE S'~EL BAR EPOXlED INTO E~STING FOUNDATION, ~¥P. 15, AT ALL FLOOR ASBEUBLY LOCATIONS, PROVIDE HURRICAN STRAPS AND TIES ~ 32' O.C,, TYP. 16. AT ALL RIDGE AND EAVE LOCATIONS, PROVIOE RIDGE AND EAVE HURRICANE TIES ~ 32' O.C., Tflx. 17. CONTRACTOR TO INSPECT CONDITION OF EXISTING ERAMING IN AREAS THAT HAVE SEEN E~OSED BY DEMOLITION AND REPORT FINDINGS TO ^RCHI'iECT OF RECORD. 13. CONTRACTOR TO VERIFY SIZE OF EXISTING FOOTING AND NOTIFY ARCHITECT OF RNDINOS. bereln, constlt~mfi~ miginal and un~ wink of otf~ ASSEMSLAG~ and ma~ or used b whole er in pat, mtAeot m~ed, wliBeo KEY PLAN: ISSUED: No. Date Desc~ption 1. 06.20.07 Issued to ,SoulhMd Town PROJECT: A-O7_OOg NESGOS RESIDENCE 570 Sebaslian's Cove Road MaaJtuck, NY PHASE: [] Slte Storey [] s~ern~c Design [] prese~ta~m DRAWING: FIRST FLOOR FRAMING PLAN AS NOTED 06.20.07 By: MTS S-101 FIRST FLOOR FRAMING PLAN 1/4"=1'-0" (EX} 2 x 6 CEILING (EX) 2 x 8 RAFTER FOR BUL~EAO (EX) 2 x 6 CEILING (EX) 2 x 8 RAFI3ER BULKHEAD PART PLAN SECOND FLOOR FRAMING PLAN STRUCTURAL LEGEND BENWJOIST - SEE PLAN FOR SIZE I TYPE NEW MASONRY WALL ....... LINE OF ITEMS ABOVE - SEE PUtN FOR ....... IDENTiFiCATION ....... LINE OF EDOllNG BELOW - SEE pLaN ....... FOR SIZE · PO~T . STEEL, SEE ROTES BELOW NEW CONCRETE WALL NEW BEARING WALL FRAMING NEW NON.EARING P/~ON WALL [] POST - ~30D, SEE NOTES BELOW POST UP ~_~ DIRECTION OF FRAMING EXISTING FRAMING - SIZE WHERE KNOWN HAS BEEN DENOTED, VERIFY FRAMING DIMENSION IN FIELD. 4" IHK. S!.A~ ON GRADE, WI DEEP 3/4' ~ CRUSHED STONE BASE STRUCTURALNOTES 1. AIL WOOD FRAMING TO BE 16' D.C., U.O.N. 2. ALL WOOD FRAMED HEADERS TO BE (2) ~12, 3. ALL WOOD FRAMED POSTE TO BE (3) 2x4, (2) 2x6. OR (1) 4x4, U.O.N., TYP. - PROVIDE BEAGING UNDER FULL WlD~t OF BEAM, TYP. 4. ALL STEEL POSTS TO SE HSS 4x4x114', U.O.N., TYP. 5. PROVIDE STL JOIST HANGERS AT FLUSH FRAMED BEAM AND LEDGER LOCATIONS. 6. PROVIDE MECF. ANICAL CONNECTIONS - JOIST HANGERS, CLIPS, ETC. AT ALL STRUCTURAL FRAMING CONNECTIONS AS REQ'D. 7. ALLFLITCHPLA3E/~MBUESTOBE DOLLIED WlTR (2) ROWS OF 1~ ~ BOLTS ~ 24" D.C., STAGGERED, U.O.N. 8. NJ. LEDGER LOCATIONS TO RECEIVE (2) ROWS OF 1/~ I~ BOLTS AT 24' D.C., STAGGERED, U,O.N. 9. PROVIDE STRUCTURAL FRAMING AS REQUIRED TO TRANSFER S'~UC'~DRAL POST LOADS FROM ROOF FRANtING TO EDUND^IlON BELOW. 10. PROVIDE BRIDGING AT ALL FLOOR FRAMING LOCATIONS, MAXIMUM TO" O.C., TYP. I1. CONTRACTOR TO PROVIDE FIRESTOPS AT ALL REQUIRED LOCATIONS, TYP. 12, NJ. BRICK VEREER UNTELS TO SE MINIMUM 3-1/2' t3. STEEL FABRICATOR TO SUBMrr SHOP DRAWINGS DETNUNG STEEL CONRECT1ONS AND PROVIDE KEY PLAN: ISSUED: No. Date Descriplion t. 06.20.07 issued to Southold Town PROJECT: A-07_009 NESGOS RESIDENCE 570 Sebastian's Cove R~ad Maffiluck, NY PHASE: DRAWING: SECOND FLOOR FRAMING PLAN sc..: AS NOTED ~: 06.20.07 REMOVE EXIST'G ~'X~ REMOVE DOORS WINDOW REMOVE BASEMENT DEMO PLAN 1/8" = 1'0" REMOVE EXIS~G~X~ FIREPLACE & FLUE REMOVE EXISTS STNRS REMOVE PLUMBING FIXTURES & FITrlNOS .~"~r - FIRST FLOOR DEMO PLAN 1/8" = 1 REMOVE EXIS'FG PLUMBING PLAN FOR NEW LOCATIONS REMOVE EXIS~G ~ BALCONY SECOND FLOOR DEMO PLAN 1/8" = %0" KEY PLAN: ISSUED: No. Date Description 1. Os.20.o7 issued E) Southold Tim DEMO NOTES CONTRACTOR SHALL PERFORM ALL OPERATIONS OF DEMOLITION AND SELECTIVE REMOVAL INDICATED ON THE DRAWINGS AND AS MAY SE REQUIRED BY THE WORK. CONTRACTOR TO BE RESPONSIBLE FOR VERIFYING QHANTITY ARB SITE CONDITIONS IN FIELD, ALL WORK SHALL BE DONE CAREFULLY AND NEATLY, IN A SYSTEb!ATIC UANRER. 2. ALL EXISTING SURFACES AND EQUIPMENT TO REMAIN BRALL SE FULLY PROTECTED FROM DAMAGE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DAMAGE AND SHALL MAKE REPAIRS REQUIRED WITHOUT ADDITIONAL COST TO ~E OWNER, 3. NODEBRISEHALLBEALLOWEDTOACCUMULATEONTHESITE. BEERISSRALLSEREMOVEDBYTHE CONTRACTOR AS THE JOB PROCEEDS. THE SITE SHALL BE LEFT BROOM CLEAN AT THE COMPLETION OF DEMOLITION. BEBRIS IN ACCESS ROUTE (IE: SIDEWALK ARB STREET) TO THE SEE SHALL BE CLEANED UP AND LEFT BROOM CLEAN AT THE END OF EACH WORK BAY. NO STRUCTURAL ELEMENTS SHALL BE REMOVED UNLESS PORTIONS AFFECTED ARE ADEQUATELY SUPPORTED BY EITHER TEMPORARY SHORING OR NEW STRUCTURAL ELEMENTS AS REQUIRED TO PROTECT THE STABILITY AND INTEGRITY OF THE EXISTING STRUCTURE. 5, ALL ADJOINING PROPERTY AFFECTED BYANY OPERATIONS OF DEMOLITION SHALL BE PROTECTED FROM ANY AND ALL POSSIBLE DAMAGE. 6. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTNN ALL TEMPORARY BARRIERS AND GUARDS, AND ALL TEMPORARY SHORING AND BRACING AS REQUIRED BY DEPARTMENT OF BUILDINGS RULES AND REGULATIONS, 7, REMOVE OR RELOCATE ALL WIRING, PLUMBING, AND MECHANICAL EQUIPMENT AFFECTED BY REMOVAL OF PARTITIONS, REMOVED PIPES AND OR LINES SHALL BE CUT TO A POINT OF CONCEALMENT BEHIND OR BELOW FINISH SURFACES, AND SHALL BE PROPERLY CAPPED OR PLUGGED. ALL WORK TO MEET APPLICABLE CODES. S~ THE CONIT~,CTOR SHALL PROVIDE ADEQUATE WESTHER PROTECTION FOR THE BUILDING AND ITS CONTENTS DURING THE COURSE OF THE WORK. ALL ,OPENINGS IN ANY WALL OR ROOF SHALL BE PROTECTED FROM ALL FORMS OF WEATHER OR WATER PENETRATION. 9. REMOVE ALL ABANDONED MATERIALS, DEVICES, FIXTURES, PIPES, CONDUITS, WIRES, FLOOR, WALL, DUCTWORK, CEILING FINISHES & INSULATION, ETC. FROM PREMISES. (U.O.N,) TEMPORARY LIGHTING AND POWER NOTES 1. THE ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY LIGHTING AND POWER AS REQUIRED. 2. ALL TEMPORARY WIRING SHALL BE PERFORMED IN ACCORDANCE WITH 3HE REQUIREMENTS OF OSHA AND THE NATIONAL ELECTRICAL CODE. 3. THE CONTRACTOR SHALL INSTALLALL THE REQUIRED SERVICE EQUIPMENTAND REUSE PROTECTION FOR TEMPORARY FEEDERS AND CIRCUITS. 4. THE CONTRACTOR SHALL DISCONNECT EXISTING LIGHTING, AND DEVICES WITHIN THE OESIGNATED RENOVATION AREAS. THE ELECTRICAL CONTRACTOR SHALL MAINTNN THE INTEGRITY AND FUNCTION OF ALL POWER AND LIGHTING CIRCUITS TO ALL REMAINING AREAS ON A TEMPORARY BASIS DURING ALTERATIONS AND THEN RETURN BACH TO PERMANENT BASIS AT THE CONCLUSION OF CONSTRUCTION. 5. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARy AND REQUIRED TEMPORARy LIGHT AND POWER, INLCUDING SWITCHES, WIRING, LAMPS, RECEPTACLES, AND SIMILAR EQUIPMENT AS NECESSARY FOR ALL DEMOLITION AND NEW CONSTRUCTION OPERATIONS. 6, TEMPORARy UGHTING AND POWER SHALL SE IN ACCOREANCE WITH THE NATIONAL ELECTRICAL CODE, OSHA, AND ALL LOCAL AUTHORITIES HAVING JURISDICTION. DEMOLTION ..... WALLS TO BE REMOVED WN. LS TO BE REMAIN ~L=_:-_:-_::~ WINDOW &FEAME TO BE REMOVEO NESGOS RESIDENCE 570 Sebastian's Cove Road Malffiuck, NY PHASE: [] site ~umay [] S~err, m~ Deai~ [] De~ Devekmmem DRAWING: DEMOLITION PLAN & NOTES ,~I~: AS NOTED o~: 06.20.07 D~,~ m~ MTS $_: D-lO0 45~" BOILER ROOM ~IGN WALL Wi ...... J ~L OF EXiS?G COLUMN 1/2 BATH ALIGN EQ, EQ. GARAGE GARAGE DOOR PROVIDE 1HR. RATED CEILING@GARAGE, ~ TYp.- MiN. · 1~~ GYP., ~'P. GARAGE DOOR EX 7F-11/12" d PARTITION TYPES SOLE PLA~E ~ BELOW. -- ~ SOLE PLATE i BELOW. TYPE A- NONRATED ~E~B- NONRATED <~ TYPE B- 1 HR. RATED COMBUSTION AIR FOR BOTH UNITS - PROVIDE (2) OPENINGS LOCATE WiTHiN 12' OF TOP & BOTTOM OF ENCLOSURE, LOUVER TO BE MIN. OF 8" x 10" - ALL ITEMS TO CONFORM WI CHAPTER t7 NOTE EXISTING OIL TANK TO REMAIN - NO WORK / CHANGES TO BE MADE TO EXISTING OIL STORAGE UL APPROVED CLASS L, OIL VENT - MANUFACTURER'S RECOMMENDATION FLOOR PLAN LEGEND ~ NEW CONCRETE WALL ~ NEW REARING WALL FRAMING ~ NEW NON-BEARING PARTrTION WALL PARTITION NOTES NOTES: CO~CTOR SHN. L BE RESPONSIBLE FOR CRC~S REEERENCING WALL CONSTRUCTION 37PEE W/WAU. FINISHES. SEE FINISH KEYS ON ARCHITECTURAL PLANS AND ELEVATfONS FOR RNISH WPES. REFER TO FINISH SCHEDULE. 2. PROVIDE SOUND ATTENUATION BA3T ~ ALL BATHROOM WALL LOCATIONS, TYP. 3. PROVIDE BATr INSULATION AT ALL EXTERIOR WALLS AS PER REQUIREMENTS IN GENERAL NOTES. 4. PROVIDE WATER RESISTANT GYPSUM BOARD AT ALL HATHROOM WALL LOCATIONS. 5. PROVIDE SOUND ATTENUATION BATr ~ 2ND FLOOR FRAMING, THROUGHOUT. ELECTRICAL QUAD RECEPTACLE ELECTRICAL NOTES ALL ELECTRICAL ~RING INSTALLED ALONG INITcRIOR OF FOUNDATION WALL TO BE INSTALLED IN 3/4' CONDUIT AS PER LOCAL BUll. DING CODE& 2. VERIFY TELEPHONE / DATA REQUIREMENTS W/ OWNER. 3. PROVIDE TI=J. EPHONE & CA~/CONNECTION AT ALL BEDROOMS AND LIVING ROOM ARE~,S, TYP. O BASEMENT FLOOR PLAN & ELECTRICAL PLAN 114" = 1'4Y' KEY PLAN: ISSUED: No. Date Desc~ipl~on PROJECT: A-07_009 NESGOS RESIDENCE 570 Seba~an's Cove Road Maffituck, NY PHASE: DRAWING: BASEMENT FLOOR PLAN & ELECTRICAL PLAN sma: AS NOTED 06.20.07 oraw~ MTS ...: A-lO0 U 2'-7y~" ~o'~Y~" 7'~Yz GUEST BEDROOM [] DEN EXIST'G GUEST BEDROOM BATH EX. BATH LIVING ROOM END OF EXISTING i CONSTRUCTION NEW [] CONErRUCTION ~ BEGINS HEATILATOR SEE TUROUGH ST3$D WOOD BURNING FIREPLACE OR EQUAL WI FTF 10 CHIMNEY · UL I03HT COMPLIANT- FOLLOW Ak MANUF. INSTRUCTIONS END OF DINING ROOM D 3'-10" ..~ 3'-10' ..~ KITCHEN f HEA EXTENSION L ..... RISER STAIR UP PARTITION TYPES 5/6- GYPSUM BOARD I ~" GYPSUM BOARD ~ U.L DESIGN NO. U305 ~ BLOCKiNG/BRiDGING AS ~' ~ BLOCKIN~RIDGING A~ TYPE EACH SIDE REQ'D REG'D ~ BLOCKINGJBEIDGING AS 2x4 STUD @ 16' O.C.,~ 2x6 STUD ~ 16' O.C., REG'D ~ UNLESS OTHERWISE ~ UNLESS OTHERWISE ~4 STUD ~ 16- O.C., NOTED NO'lED ~ UNLESS OTHERWISE _ i ~ SO~E ~TE -- ~ SO,~ BLA~ -- ~ SOLE PLA~ 4~ TYPE A. NONRATED 4/~ TYPE B- NONRATED <~ TYPE B- 1 HR. RATED FLOOR PLAN LEGEND I EXISTING WALL TO REM~dN ~ NEW CONCRETE WALL ~ NEW BEARING WALL FRAMING ~ NEW NON-BEARING PANTITION WALL PARTITION NOTES EXISTING GARAGE ====================================================e ELECTRICAL © ~LE (~) 1HERMOSTAT ELECTRICAL NOTES 1. ALL ELECTRIDAL WIRING INSTAU. ED ALONG INTI~©R OF FOUNDATION WALL TO BE INSTA~ a Fo IN 3/4" CONDUIT AS PER LOCAL SUILOING CODES. 2. VERIFY TELEPHONE I DATA REQUIREMENTS W/ OWNER. 3. PROVIDE TELEPHONE & CA~/CONNECTION AT ALL BEORO01~ AND LMBO ROOM AREAS, TYP. NEW MASONRY ENTRY STEPS 8~'.11/2" (~ FIRST FLOOR CONSTRUCTION & ELECTRICAL PLAN KEY PLAN: ISSUED: No. Date Desaiption I. 06.20,07 issued to Southold Town PROJECT: A-07_009 NESGOS RESIDENCE 570 Sebasaan's Cove Road M~db~k, NY PHASE: DI~WlNG: EIRST EI_OOR PLAN & ELECTRICAL PLAN ,s,~: AS NOTED D~: 06.20.07 Dmw~ B~ MTS A-101 MASTER BATH ALIGN DECK STUDY 5'~/12" ALIGN EXIST'G MASTER BEDROOM RISER 8?AIR UP PARTITION TYPES EACH SIDE ; ~ EACH SIDE 5/8' GYPSUM BOARD BLOCKING/BRIDGING AS I BLOCKINGISRIDGING/~ TYPE 'X', EACH SIDE UNLESS OTHERWISE ~ UNLESS OTHERWISE 2x4 S~JD O 16" D.C., NO~ED NOTED ~ UNLESS OTHERWISE NOTED SOUND INSULATION (AS SOUND INSSLATION (AS BELOW. SELOW. ~ REQO), SEE NOTE ~3 BELOW. SoLE PLATE ~ SO~E FLUTE -- ~ S~m ~ TYPE A- NONRATED <~ TYPE B- NONRATED <~ TYPE B- 1 HR. RATED FLOOR PLAN LEGEND EXISTING WALL TO REMNN NEW CONCRETE WALL NEW BEARING WALL FRN~ING NEW NON.EARING PARTmON WALL DECK' PARTITION NOTES 1. COld'ACtOR SHAU. BE SESPONSIBLE FOR CROSS REFERENCING WALL CONSTHUCTION ~f~SS W/WAil FINISHES. SEE FINISH I~EYS ON N~CHITEC~IRAL R.~S AND ELEVATIONS FOR FINISH TYPES. REFER TO FINISH SCHEDULE. 2. PROVIDE SOUND ATIT=NUATION DAR. ~ NJ. BA3HROOM WALL LOCATIONS, TYP, 3. PROVIDE EAR'INSULARON ATALL EXTERIOR WALLS AS PER REQUIREMENTS IN GENERAL NO'lES- 4. PROVIDE WATER RESISTAST GYPSUM SO,~,D AT NJ. BATHROOM WNJ. LOCATIONS. PEOVIBE SOUND AT[ENUATION BATr O 2NB FLOOR FRAMING, 'IHROUGHOUT, ELECTRICAL C~aLETEUmION THERMOSTAT ELECTRICAL NOTES 1. ALL ELECTRICAL WIRING INSTALLED ALONG IN~ERIOR OF FOUNDATION WALL TO BE INSTALLED IN 3/4' CONDurr AS PER LOCAL SUILDING CODES. 2. VERIFY TELEPHONE / BATA REQUISEMENTS W/ 3, PROVIDE ~*LEPHONE & CA~/CONNECTION AT ALL BEDROOMS AND LIVING ROOM AREAS, TYP. SECOND FLOOR PLAN & ELECTRICAL PLAN 1/4" = %0" KEY PLAN: ISSUED: No. Date Desc~pfion PROJECT: A-07_009 NESGOS RESIDENCE 570 Sebastian's Cove Road PHASE: DRAWING: SECOND FLOOR PLAN & ELECTRICAL PLAN S~a~: AS NOTED ~.: 06.20.07 or~. B~. MTS _.: A-102 SCUPPER COLLECTO SOX&LEADER CRICKET SLOPED 'r DRAIN SLOPE 3:12 ~ NEWADPHALT SHINGLE ROOF SLOPE 3:12 SCUPPER BOX & LEADER CRfCKET '0 DRAIN ~ NEW ASPHALT SHINGLE ROOF ~ ~ NEWOPEN RISERSTAIR DN '//////////.~-- (~ PARTIAL ROOF BULKHEAD PLAN 1/4" = 1'-0" KEY PLAN: ISSUED: No. Date Description 1. 06.20.07 issued to S~uffield Town EXIS~G GUTFER & SCUPPER COLLECTOR BOX&LEADER flEWGUTTER SCUPPER BOX~ LEADER CRICKET SLOPED TO DRAIN SLOPE 3:12 NEWCHIMNE¥ ADOVEHOOF SHINGLE ROOF SCUPPER COLLECTOR BOX&LEADER SLOPE 3:12 (EXISTG)SLOPE 5:12 WOODDECKOVEREPDM SLOPETODRAIN Il ---NEWLEADER ~ 5' 17 II EXIST'G SKYLIGHT EXIST'G GUTTER (EXlEPG) SLOPE 5:12 DN SLOPE 3:12 Ij EXIET'G SKYLIGHT PROJECT: A-07_009 NESGOS RESIDENCE 570 SebaslJan~ Co~ Road Maltituck, NY PHASE: DRAWING: ROOF PLAN & PARTIAL BULKHEAD PLAN s~: AS NOTED 06.20.07 OllWn By: MTS ROOF WITH ASPHALT SHINGLES REC. ROOM LAUNDRY GARAGE I. TR. (9" MiN.)@ 8'-5" WINDOWS. TYP.-SEE PLAN AND SCHEDULE FOR TYPE STUDY DINING ROOM RISER STAIR W/WOOD TREADS BASEMENT 6 EQ. TR. 8 EQ. TR. (9" MIN.) ~ 6'-9" LINE OF GRADE BEYOND NEW DOOR,TYP.-SEE PLAN AND SCHEDULE FORTYPE -- 33'-11' (92~91') ~b NEW BULKHEAD ROOF "~ SHINGLES ASPHALT 27'-1" (86,08') EXISTING RIDGE DEN TYP.-SEE PLAN AND SCHEDULE FOR TYpE 22'-0' (81.0{7) ROOF H.P. 16'-9" (75.75') N3 ROOF LP. ~' 14'-4' (73.33') ~b SECOND FL. '~ 5'-5" (64.41') FIRST FL, o,~3. (s9=5') GARAGE FL, ~p 0'-9# (59.0O3 AVG. EXISTING GRADE ~,-9. (,~.o~') BASMENT ~ -3'-9 1/2' (55.47') NEW GARAGE NEW GARAGE DOORS BUILDING SECTION KEY PLAN: ISSUED: No. Date Description 1. o6.2o,o7 issued t~ Sou~old Town PROJECT: A-07_009 NESGOS RESIDENCE 570 Sebastian's Cove Road Matlituck, NY PHASE: [] s~e Survw DRAWING: BUILDING SECTION AS NOTED 06.20.07 MTS A-301 --10' 2" THK~ STONE PATIO ON 2' STONE DUST SETtiNG BED OVER 6' DP, - 3/4" O CRUSHED STONE BASE - BACKFILL AS REQUIRED. 3R STONE PATIO ABOVE -- BRICK LEDGE - BEAM 2x10 2xlO 2x10 2x10 2x10 2x10 2xlO 2x10 2 xl0 2 xlO , BELOW 2 xl0 2x10 2xlO 2x10 2x10 2x10 2x10 ?xl0 2x10 2xlB ' ~BELOW 2 xlO 2x10 2xlO 2x10 2x10 2x10 2xt0 2 xl0 BEAM POCKET ~" THRU BOLT (2) EACH SIOE GIRDER, SEE PLAN FOR SIZE -- ~' THICK PLATE TYP. GIRDER / POST DETAIL 2x10 2xl0 2xt0 2xt0 2 xl0 2 xl0 2x10 2 xl0 2x10 2 xl0 2 xl0 2x10 2 xt0 2x10 2x10 2x10 2x10 2x10 2 xtO 2 xl0 2x10 2x10 2x10 eec CONTINUE FOUNDA~ON FROST WALL 4'-O" BELOW GRADE, TYp. WELDS TYPICAL FOR BOTH BIDES VARIES COORDINATE BEARING PLATE ~WITH GIRDER SiZE THICK PLATE TS 4x4x~" STL POST OR [ALLY __ COLUMN NON-SHRINK GROUT TYP. GIRDER / POSt DETAIL CRUSHED STONE (3)~4 B~ BOTH WAYS TYP. POST FOOTING t'=1'-O" 8" HSS 4x4~" STL 1~(12x3/4' BABE PLATE TYP. POST BEARING PLATE r, l icl I1~---I ~ I PIER 10' ~ CONCRETE VERIFY SIZE e STRUCTURAL LEGEND NEW SF~ING WAJJ. FRAMING ~ NEW NON-BEANING PART~ON WALL ....... UNE OF tIT, cMS ABOVE - SEE pLAN FOR ....... IDENORCAT1ON ....... UNE OF FOO~NG BELOW - SEE FLAN ....... FOR SEE · POST - STEEI~ BEE NOTES BELOW [] POST- WOOD, SEE NOTSS BELOW POST UP POST DOWN 5. ?. 8. 9. 14. 15. 16. 17. 18. 4' THK. SLAB ON GRADE, Wi DEEP 3/4" · CRUSHED STONE EASE STRUCTURAL NOTES ALL WOOD FRAMING TO BE 16" O.C., U.O.N. ALL WOOD FRAMED HEN)ERE TO BE (2) 2X12, ALL WOOD FRAMED POSTS TO BE (3) 2x4, (2) OR (1) 4x4, U.O,N., TYP. - PROVIDE BEARING UNDER FULL WIDTH OF BEAM, TYP. ALL STEEL POSTS TO BE HRE 4x4xl14", U.O.N., ~P, PROVIDE ~'L JOIST HANGERS AT FLUSH FRN~IED BEAM AND LEDGER LOCATIONS. PROVIDE MECHANICN. CONNECTIONS - JOIST HANGERS, CLIPS, ETC. AT NJ. STHUC~JRAL FRAMING CONNECTIONS AS REQ'D. NJ_ FUTCH PLATE ASSEMBLIES TO BE BOLTED WITH (2) ROWS OF 1/2' I~ BOLTS @ 24' B.C., STAGGERED, U.O.N. ALL LEDGER LOCATIONS TO RECENE (2) ROWS OF 1/2' O BOLTS AT 24' B.C.I STAGGERED, U.O.N. PROVIDE STRUCRJRAL FRAMING AS REQUIRED TO ~aISFER STRUCRJHAL PO~T LOADS FROM ROOF FRAMING TO FOUNDATION BELOW. PROVIDE BP~DGING AT NJ. FLOOR FRAMING LOCATIONS, MA~MUM ?-O' B.C., T~P. CONTRACTOR TO PROVIDE FIREDTOPS AT ALL REQUIRED LOCA~IORE, T~P. NJ. ERJCK VENEER LINTB. S TO BE MINIMUM 3-1/2" x 3-1/2, x 114" THK., U.O.N. SIEEL FASPJCATOR TO SUBMIT SHOP DRAWINGS DETNLING STEEL CONNEC~ONS AND PROVIDE ENGINEERING AS REQURIED FOR REviEW AND APPROVAL AT ALL LOCATIONS WHERE NEW FOUNDATION WALL MEETS EXISTING FOUNCA~ON WALLS, PROVIDE STEEL BAR EPOXlED INTO EXlS~NG FOUNDA~ON, TYP. AT ALL FLOOR ASREMBLY LOCA~ONS, PROVIDE HURRICAN STSAps AND TIES @ 32' B.C., ~YP. AT ALL RIDGE AND EAVE LOCATIONS, PROVIDE RIDGE AND EAVE HURRICANE TIES ~ 32" B.C., TYP. CONTRACTOR TO INSPECT CON[~TION OF EXISTING FRAMING IN AREAS THAT HAVE BEEN EXPOSED BY DEMOLITION AND REPORT FINDINGS TO ARCHITECT OF RECORD, CONTRACTOR TO VEEIFY SIZE OF EXISTING FGGTINS AND NOTIFY ARCHITECT OF RNDINOS. KEY PLAN: ISSUED: No. Date Descdpfion e PROJECT: A-07._009 NESGOS RESIDENCE 570 Sebastian's Cove Road Malfituck, NY PHASE: [] s~ ~n [] ~ Devebpme~ [] s~p~nen~ mfonnaOo~ DRAWING: BASEMENT FRAMING PLAN ,s,:~: AS NOTED 06.20.07 1/...,,-0.BASEMENT FRAMING PLAN . : S'100