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HomeMy WebLinkAbout35021-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-34093 Date: 11/24/09 THIS C~KTIFIES that the building ADDITIONS & ALTERATIONS Location of Property: 300 JACKSON ST NEW SUFFOLK (HOUSE NO.) (STREET) County Tax Map NO. 473889 Section 117 Block 10 Sut~ivision Filed Map No. __ Lot No. __ Lot 2 (HAMLET) conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 24, 2009 pursuant to which Building Permit NO. 35021-Z dated SEPTEMBER 24, 2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATIONS AND ADDITIONS, INCLUDING COVERED PORCHES AND TERRACE, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to KEVIN FERRO & LIA POLITES (OWNER) of the aforesaid building. S~3F~DLK CO~ DEP~T OF }~%LTH ;~PPROIL~L N/A EL~-rKICAL c~KTIFICATE NO. 4011584 05/26/09 ~L~ U~U('rIFIC3%TION Da'r~u3 08/24/09 KEVIN REMPE PLUMBING Authorized Signature Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-34093 I~ate: 11/24/09 · ~{IS CERTIFIES that the building ~/]DITIONS & ALTERATIONS Location of Pr~erty: 300 JACKSON ST NEW SUFFOLK (HOUSE NO.) (STREET) (H~/~LET) Colknty Tax Map No. 473889 Section 117 Block 10 Lot 2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 24, 2009 pursuant to which Building Permit No. 35021 Z dated SEPTEMBER 24, 2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATIONS AND ADDITIONS, INCLUDING COVERED PORCHES AND TERRACE, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to KEVIN FERRO & LISA POLITES (OWNER) of the aforesaid building. SUFP~)LK CO~FrY DEPAR~ OF HF~%L/"d APPRO~rAL N/A EL~t-rKICAL C~TIFIC3%TE NO. 4011584 05/26/09 PLUMBERS CERTIFICATION DATED 08/24/09 KEVIN REMPE PLUMBING Rev. 1/81 SEP 2 300 BI. DG, DEPI. lifts applill~k~t~lllt~ filled in I- A. For new building or new use: 1. TOWN OF SOUTHOLD BUILDING DEPARTM~2/T . TO~VN HAl,T, 765-1802 SICATION FOR CERTII~ICATE O1~ OCCUPANCY typewriter or ink and submitted to the Building Dq~artment with the following: Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage_disposal (8.9 form). 3. Approval o f eleetrieal installation from Board of Fire Underwriters. 4. Swum statement from plumber certifying that the ~oldcr used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, muRiple residences and similar buildings and imtallations, a certificate of Code Compliance from architect or engineer respormible for th, building. 6. Submit Plarming Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-confornfing uses, or buildings and "pre-existing" land uses: 1. Accurate survey °f pmper~y showing all property lines, streets, building and unusual natural or topographic features. 2. A pr°perly c°mpleted apphcation and consent to inspect signed by the applieanL If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing tO the applicant. C. Fees 1. Temporary Cmli ficate of Occupaocy - Rosidcutial $15.00, Commercial $15.00 Old o P '" New Construction: r re-existing Building:. ~ (check one) Certificate of Occuoancy - New dwelling 125.00, Additiotu to dwelling $25.00, Akerations to dwellin$ $25.00, gwirm~ing pool $25.B~. Accessory building $25.00, Additions to accessory building $25.00, Busincsses $50.00. 2. Certificate of Oeeupauey on Pre-existing Building ~ $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Subdivision _~)-/~D~ I Pern~it No. ~ Health Dept. Approval: Planning Board Approval: Reque for: Temporary Certificate Fee Submitted: $ '~)ff' 5' ~/z~?~ Hamlet Block /o Filed Map. Lot: Undenwitm~ ~pmval; Final Cea~tifieate: (chock one) Applicant Signature House No. Street Owner or Owners of Property: /~ ~ LYt' ~, ]~ ~ fro Suffolk County Ta~ Map No 1000, Section ] / r? BY THIS CERTIFICATE OF COMPLIANCE TItlE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by G & S ELECTRICAL CONTR. P.O, BOX 215 SOUTHOLD, NY 11971, KEVIN FERRO 300 JACKSON ST NEW SUFFOLK, NY 11956 Located at 300 JACKSON ST NEW SUFFOLK, NY 11956 Application Number: 4011584 Certificate Number: 4011584 Section: Block: Lot: Building Permit: 32761Z BDC: ns11 Described as a Residentlai occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described betow, located in/on the premises at: Basement, First Floor Second Floor, Outside, Attic, Pool/Spa, 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 theZ6tb Day of May, 2009. Name Q~_ Rathe RatinA Alarm and emergency equipment Sensor 3 0 0 Transfer Switch 1 0 0150a Appliances and Accessories Air Conditioner 3 0 Above 1500 Air Handier 3 0 20 Dish Washer 1 0 1.2 Exhaust Fan 6 0 Pool / Spa Bonding 1 0 Pool Heater 1 0 Range 1 0 40 Miscellaneous certificate is for pool and house Service Service Disconnect: 2 150 ServicelPhase3w Service Rating300Amperes Wiring And Devices Fixture 3 0 pool Continued on Next Page ] or' 2 Circuits Type Carbon Monoxide BTU Amps KW Gas Amps cb seal Incandescent 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 STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by G & S ELECTRICAL CONTR P.O. BOX 215 SOUTHOLD, NY 11971, KEVIN FERRO 300 JACKSON ST NEW SUFFOLK, NY 11956 Located at 300 JACKSON ST NEW SUFFOLK, NY 11956 Application Number: 4011584 Certificate Number: 4011584 Section: Block: Lot: Building Permit: 32761Z 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, Outside, Attic, Pool/Spa. 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 onthe26th Day of May,ZO09. Name QTY Rathe Rating Circuits Type Fixture 81 0 Incandescent GFCI Circuit Breaker 2 0 pool Outlet 81 0 Fixture Outlet 126 0 Gen, Purpose Receptacle 1 0 pool GFCI Receptacle 2 0 20a-laundry Appliance Receptacle 2 0 30a D~'er Receptacle 2 0 20a-pool Special / twist lock Receptacle 9 0 GFCI Receptacle 68 0 Gert, Purpose Switch 75 0 Gert, Purpose (Swimming Pool): This certificate covers compliance at the date of inspection only. Because of unusual environments it is advisable to have frequent tesl and/or repairs made by a qualified person. seal 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the Io~ation indicated. Town Hall Annex 54375 l~lain Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (63 I) 765-1802 Fax (631) 765-9502 BUILDING DEPARTMENT TOWN OF $OUTHOLD CERTIFICATION Building Permit No. Owner: ~ ~',,~ (Please print) Plumber: ~/]lLO ])o (Pleas~ prin~) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this dayo~,~)f- , 20 N ° t ary P ub2:::~,~, ffl~Bl~/C~ Notae/Public, No. 01VA6188177 ~a~ifiad in 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. 35021 Z Date SEPTEMBER 24, 2009 Permission is hereby granted to: KEVIN FERRO & LISA POLITES 27 W 67TH ST, APT 6FW NEW YORK,NY 10023 for : ADDITIONS & ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. THIS PERMIT REPLACES BP32761. at premises located at 300 JACKSON ST NEW SUFFOLK County Tax Map No. 473889 Section 117 Block 0010 Lot No. 002 pursuant to application dated SEPTEMBER 24, 2009 and approved by the Building Inspector to expire on MARCH 24, 2011. Fee $ 200.00 Authorized Signature ORIGINAL Rev. 5/8/02 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. 32761 Z Date FEBRUARY 27, 2007 Permission is hereby granted to: KEVIN FERR0 & LIA POLITES 27 W 67TH ST, APT 6FW NEW YORK,NY 10023 for : ADDITIONS AND ALTER31TIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER TRUSTEES APPROVAL at premises located at 300 JACKSON ST NEW SUFFOLK County Tax Map No. 473889 Section 117 Block 0010 Lot No. 002 pursuant to application dated FEBRUARY 26, 2007 and approved by the Building Inspector to expire on AU~~~~ Fee $ 200.00 Authorized Signat~ .__ Rev. 5/8/02 ORIGINAL 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 DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FO~ATION 1ST [ ]ROUGH PLBG. [~J~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 ]FOUNDATION 1ST [ ]ROUGH PLBG. ]FOUNDATION 2ND [ ]INSULATION ~)~FRAMING ~ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: , INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST -~~. [ ] FOUNDATION 2ND [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: /~~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST L~/ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ? INSPECTOR DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING / STRAPPING [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION~'~ FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING [ ] FINAL [ ]FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION!~FIRE RESISTANT PENETRATION REMARKS: DATE ~f ~ ~ '~ ~ ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ] FOUNDATION 2ND [ ],~_GH PLBG. ~,~ 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 [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION [/~FINAL ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE /0 ~ (o. 0 c~ _ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ]INSULATION ~,~ FINAL ~ ~ [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE COMMENTS FOUNDATION (1ST) FOUNDATION (2IND) ROUGH FIC42VIING & PLUMBING ENSULATION PER N. Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 w~vw. northfork, net/Southold~ Examined ~ /..-, _,~ ,20 Disapproved a/c Expiration ,20 DIdlLDIIN~ I~/~,FdVII 1 Pd-'?LICAI ION CHDdL~KLISI · Bui~ing ~n~ Do you have or need the following, before applying'.. Board of Health 3 sets of Building Plato Planning Board approval Survey Check''~' r:~t Septic Form N.Y.S.D.E.C~' Trustees Contact: ~ector Mail to: Phone: APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS ¢./9.'Va / a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Pe~it. d. Upon approval of this application, the Building Inspector will issue a Building Pm~nit to the applicant. Such a permit shall be kept~on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Cqrtificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months al~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 property have be~n enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance ora Building Permit pursuant to the Building Zone Ordinance of the Town of Southotd, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. · . (Signature of applicant or name, ifa corporation) · O~ _(Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises . (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of lard on which proposed wqrk will be done: House Number Street "? 717 County Tax Map No. 1000 Section Subdivision (Name) Block Filed Map No. Hamlet /O Lot Lot 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost ~/ //c/)~7), ~30(27) State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy Addition ,,,~,,, Alteration ,,~ Other Work (Description) Fee 5. If dwelling, number of dwelling units If garage, number of cars (To bc paid on filing this application) Number of dwelling units on each floor If business, commercial or mixed occupancy, specify nature, and extent of each type of use. Dimensions of existing structures, if any: Front ~ '~ /~ Rear Height ~ _,~' .-~' ~' Number of Storie~ -- ~ Dimensions of same structure with alterations or additions: Front ~ /~'~' Rear Depth . ~7",~ '% ~ "' Height ~- ~ '- ,~ '~ Number of Stories ~ 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size oflot: Front /~c~, [2.! Rear ///t, ~ [ Depth (c2~"7 ~ ~ ! 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 2< 13. Will lot be re-graded? YES NO ,~,~ Will excess fill be removed from premises? YES NO 14. Names of Ownerofpremises ,~.~/~,~'C.) Address ~£L) /5'~ ~ ~none:qo. Name of Architect C5~-~'~ ~ W~z/~,4oMldress~Phone No Name of Contractor ~',~'/,'~,.)gL-7 d?~Address /-/__-/',,it 7-7/7~--d~-.._ Phone No. 15 a. Is this property within, lp, q ,f~e .o.f;a tidal wetland or a freshwater wetland? *YES ,/N, NO * IF YES, SOUTHOLD TOWN.TRUSTEES & D.E.C. PERMIf)S MAY BE REQUIRED. -- b. Is this property within 300 feet ora tidal wetland? * YES ~ NO * iF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) COUNTY OF~:c~ ) '--~//~ C~/~/z~/f~.~T~) being duly swoml deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the /~7L9 ~' Z/i~-'7- (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this . , q~¢" day of ,.~.~ 20 0 ~' - Not~ry Public BARBARA ANN RUDDER Notary Pubtic, Stere of New York ~ 4655805, Comml~eion Expire, Apri Signature of Appli~'~t REScheck Software Version 3.7.3 Compliance Certificate Project Title: FERRO RESIDENCE Report Date: 02J14/07 Data filename: Z:\Common autocad flles~ACTIVE PROJECTS\Ferro\Res Check.rck Energy Code: Heating Type: Non-Electric Construction Site: New York State Energy Conservation Construction Code Suffolk County, New York Detached 1 or 2 Family Owner/Agent: KEVIN & CARA FERRO 27 WEST 6?th STREET NEW YORK, NY 10023 DesigneflContractor: Tom Samuels Samuele & Steelman Architects 25235 Main Road Cutchogue, NY 11935 631 734 6405 Ceiling 1, Second Floor: Flat Ceiling or Scissor Truss: Ceiling 2, First Floor: Flat Ceiling or Scissor Truss: Ceiling 3, Second Floor: Cathedral Ceiling (no attic): WaI{ 1, Second Floor: Wood Frame, 16" o.c.: Window 1, 5@ WCM 3256: Wood Frame:Double Pane with Low-E: Window 2, 2@ WCM 2432: Wood Frame:Double Pane with Low-E: Window 3, 2@ 2420: Wood Frame:D~Jble Pane with Low-E: Window 41 7@ 3626: Wood Frame:Double Pane with Low-E: Window 5, 263226: Wood Frame:Double Pane with Low-E: Wall 2, First Floor: Wood Frame, 16" o.c.: Window 6, 4@ 1630: Wood Frame:Double Pane with Low-E: Window 7, 7@ 3230: Wood Frame:Double Pane with Low-E: Window 8, 5~ 2430: Wood Frame:Double Pane with Low-E: Window 9, 2@ 1622: Wood Frame:Double Pane with Low-E: Window 10, 16 3222: Wood Frame:Doubte Pane with Low-E: Window 11, 2@ 2422: Wood Frame:Double Pane with Low-E: Window 12, 2@ WUDHP6866: Wood Frame:Double Pane with Low-E: Window 13, 2@ 1~4x7~: Wood Frame:Double Pane with Low-E: Door 1, 1@ 3-0x7-6: Solid: Door 2, 1@ 2-SxTq): Solid: Door 3, 1@ WIFD12076: Glass: Floor 1, Above Exterior Porches: Ali-Wood JoistfTruss:Over Outside Air: Floor 2, Above Basement: All-Wood Joist/Truss:Over Unconditioned Space: FERRO RESIDENCE 1330 30.0 2 0 44 90 300 2.0 3 257 300 2.0 8 1517 15.0 2.2 97 41 0.300 12 ? 45 29 1885 46 25 5 5 7 69 2O 23 90 339 190 1565 19.0 2.0 20 2.6 0.300 2 0.290 2 0.290 13 0/290 8 72 0.290 4 0.290 13 0290 7 0.290 1 0 290 1 0.290 2 0.290 20 0.290 6 0.450 10 0.450 9 0.320 29 15 66 Page I of 2 Boiler 1: Otter (Except Gas-Fired Steam): 80 AFUE Air Conditioner 1: Electric Central AiF 13 SEER The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or spec~catJons are in compliance wJ!h this Code. Builder/Designer Company Name Date FERRO RESIDENCE Page 2 of 2 James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 6497A Date of Receipt of Application: November 17, 2006 Applicant: Kevin and Cara Ferro Agent: Tom Samuels SCTM#: 117-10-2 Project Location: 300 Jackson St., New Suffolk Date of Resolution/Issuance: December 13, 2006 Date of Expiration: December 13, 2008 Reviewed by: Board of Trustees Project Description: Construct renovations to the existing residence including new windows and doors, new siding, and interior renovations with the condition of drywells to contain roof runoff, and the removal of the chain link fence on the beach on the west side of the property, to be replaced with a split rail fence, and all as depicted on the plan prepared by Samuels and Steelman Architects revised 219107. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth by the Board of Trustees. Special Conditions: Final inspection. Removal of chain link fence. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth by the Board of Trustees, a Wetland Permit will be required. This is not a determination from any other agency. James F. King, President Board of Trustees JFK/hkc LU No Basement or crawl space exists under existing house. House will be lifted and moved west 6'3" to new foundation. All floor framing and supports to be assessed on site after existing building is raised off existing ongrade supports. New joists and bottom plates will be used where ever termite and or rot damage has occurred. 004 Storage Existing Dimension 003 Storage 001 ' Storage New HVAC system through out. i ,0021 MeC'han~ical Existing Dimension Existing Dimension Existing floor datum to be raised 1'-0" Crawl Soace 19'-1" / ~1~ Basement Proposed A 08 Scale: 1/8"= 1'-0" 150 V~st 55th Street, 2C,New York, NY 10019, tel 212 541.-4927, fax 212 541-6102, Sag Harbor, N.Y., tel 631 725-1264, cell 917 742-7825, dba@berridge us Pollte~Ferro Cottage 300 Jackson Street. New Suffolk, NY Basement Proposed Basement Plan May 18, 2008 Plan ~ IA 08I Dining Terrace East Elevation Scale: 3/8"=1 '-0" Gunn Landscapes, LLC 38 West 32nd Street New York, NY 10001 USA T (212) 988-7065 F (212) 737-2436 gunnlandscapes.oom Ferro-Polites New Suffolk, NY 08.28.08 gunn Outdoor Kitchen -- Dining Terrace and Outdoor Kitchen Plan Scale: ~"=1 '-0" Gunn Landscapes, LLC 38We~ 32nd Street New York, NY 10001 USA T(212) 988-7065 F(212) 737-2436 gunnlandscapes.com Ferro-Polites New Suffolk, NY 08.28.08 gunn Dining Terrace & Outdoor Kitchen South Elevation Scale: 3,/8"= 1 '-0" Gunn Landscapes, LLC 38 West 32nd Street New York, NY 10001 USA T (212) 988-7065 F (212) 737-2436 gunnlandscapes.oom Ferro-Polites New Suffolk, NY 08.28.08 gunn I I Gunn Lands~pes. LLC Ferro-Polites 38 West 32nd Street Outdoor Kitchen East Elevation New York, NY 10001 USA New Suffolk, NY q/,,_., T (212) 988-7065 Scale: - -0" ~ (~)~-~4~ gunnlandscapes.com 08.28.08 ~RIG 2" X 6" POST 2 X I0 fir · 0.¢. FAMILY ROOM / / PORCH 3/4 X PER CODE. o E~ LU 2.0 FOP WITH DRY )RY TOP BEDROOM ~" ~LL~r WELD BEVEL BOTH SLOES OF ONE PLATE 45 DEGREES X ~ " THE SlOE NOT BY ~' PLATE. WELD ~" FILLET WELD IN BEVEL. ~" STL. FLITCH PLATE 1 BENT BEAM FLITCH PLATE DETAIL w~ (2) I/2"xt ~" STL. FUTCH PZAT£$ FLITCH PI,ATE BEAM DETAIL SK 1.1 Permit # Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: FERRO RESIDENCE Report Date: 02/14~07 Data ~ename: Z:~Common autocad files~ACTIVE PROJECTS\Ferro\Res Check.ink Energy Code: Location: Construction Type: Heating Type: Non-Electric Glazing Area Percentage: 12% Heating Degree Days: 5750 Construction Site: 300 JACKSON STREET NEW SUFFOLK, NY 10023 New York State Energy Conservation Construction Code Suffolk County, New York Detached I or 2 Family Owner/Agent: KEVlN & CARA FERRO 27 WEST 67th STREET NEW YORK. NY 10023 DesigneflContmctor: Tom Samuels Samuels & Steelman Architects 25235 Main Road Cutchogue, NY 11935 631 734 6405 Ceilthg 1, Second Fl~or: Flat Ceiling or Scissor Truss: Ceilir~g 2, First Floor: Flat Ceiling or Scissor Tr~ss: Coiling 3, Second Floor: Cathedral Ceiling (no attic): Wall 1, Second FlooE Wood Frame, 16" o.c.: Window 1.5@ WCM 3256: Wood Frame:Double Pane with Low-E: Window 2, 2@ WCM 2432: Wood Frame:Double Pane with Low-E: Window 3, 2@ 2420: WOOd Frame:Double Pane with Low-E: Window 4, 7@ 3626: Wood Frame:Double Pane with Low-E: Window 5, 2@3226: W(x~d Frame:Double Pane with Low-E: Wall 2, First Floor: Wood Frame. 16" o.c: Window 6, 4@ 1630: Wood Frame:Double Pane with Low-E: Window 7, 7@ 3230: Wood Frame:Double Pane with Low-E: Window 8, 5@ 2430: Wood Frame:Double Pane with Low-E: Window 9, 2@ 1622: Wood Frame:Double Pane with Low-E: Window 10, 1@ 3222: Wood Frame:Double Pane with Low-~ Window 11, 2@ 2422: Wood Frame:Double Pane with Low-E: Window 12, 2@ WUDHP6866: Wood Frame:Double Pane with Low-E: Window 13, 2@ 1~x7-6: Wood Frame:Double Pane with Low-E: Door 1, 1@ 3-0x7-6: Solid: Door 2, 1@ 2-8x7-0: Solid: Door 3, 1@ WlFD12076: Glass: Floor 1, Above Exterior Pomhes: Ali-Wood JoistS'russ:Over Outside Air: Floor 2, Above Basement: Ali-Wood Joist/Truss:Over Unconditioned Space: FERRO RESIDENCE 1330 30.0 2 0 44 90 30.0 2.0 3 257 30.0 2.0 8 1517 15.0 2.2 97 41 0.300 12 7 45 29 1885 46 25 5 5 7 69 20 23 19 90 339 1565 30.0 19.0 190 0.300 2 0.290 2 0.290 13 0.290 8 2.0 72 0.290 4 0.290 13 0.290 7 0.290 1 0.290 1 0.290 2 0.290 20 0.290 6 0.450 10 0.450 9 0.320 29 2.0 15 2.6 66 Page 1of 2 Boiler 1: Other (Except Gas-Fired Steam): 80 AFUE Air Conditioner 1: Electric Central Air: 13 SEER The proposed building represented in this document is consist~t with the building plans, spedflcations, and other calculations submitted with this permit application. The proposed systems have been designed te meet the New York State Energy Conservation Construction Code requirements. When a Registered Design P~ofessionst has stamped and signed this page, they are attesting that to the best of his/her knowledge, beltef, and profess~onaJ judgment, such plane ~' specifications ye in compliance with this Code. Builder/Designer Company Name Date FERRO RESIDENCE Page 2 of 2 N SURVEY OF PROPERTY AT NEW SUFFOLK TOWN OF SOUTHOLD SUFFOLK COUNTY, _N.Y. 1000-i17-10-02 6~CALE..' 1'--30' JULY 12, 2006 LOT COVEt~AGE TO MHWM EXI$~NG 5242 $O. £T. §2#£/68557 x I00=7.6,~ PROPOSED §687 $0. FE 5687/6855? x 100=8.5% ELEVATIONS RtttRENCED TO N.G. V.D. I=MONUMENT CER~RED TO: CHICAGO ~E INSURANCE COMPANY KE~NFERRO AREA--68,557 SO. FT. TO TLE LINE ANY ALTERATION OR ADDITION TO 7H15 SURVEY IS A VIOLATION O~ $£CTION 720~0F TPiE NEW ~ORK STATE ~UCA~ION LAW P.Q. ~.O.X SOUTHOLD, N. ~ 11971 4961Z 08-t89 g Beach Terrace Setback Line g Landing to Beach Dining Terrace~, Proposed Residence Setback Line Outdoor Kitchen Native Pine Tree Screen I I ~ Overall Site Plan Scale: 1 "=20' -1' x 2' Bluestone Flush Curb Bluestone Gravel AutoCourt Perennials Under Pranting~ Ty~.~ Pool Self-Latching Gate Typ, Gate Wide Enough to Allow for Maintenance Vehicles ti-Stemmed Magnolia in Gravel Typ. Track" Driveway z6~, 1 / Privet Hedge v~ith Hidden Pool Fence Existing Residence ~g Allee to be Infilled with London Plane Trees Where Possible. Arborist to Inspect Existing Trees. Perennials- Llnder Planting Typ. Equipment · Dining Arbor Line and Privet Hedge Typical ~Property Line and Privet Hedge Typical PROGRESS SET I T~WN OF $ ¢~lJ'mo L~D. NOT FOR CONSTRUCTION REVISIONS DWN CHK RB3 JGFS/AG DRAWING SCALE: 1"=20' L1.0 OVERALL SITE PLAN o SECTION THROUGH 12" /-SONOTUBE 1§'-1½~ STEP FOOTING AS REO'O TO ALIGN- WI EXIST. FOOTING DRILL AND EXPOXY-SET 24" LONG WI 2' HOOK IN EXISTING FOUNDATION 012' O.C. VERT, FTC. ALIGN WITH EXISTING $O'X 30' ~ NEW SLAB FLUSH ~ FOOTINC EXISTI. SLAB W/ REBAR ~ 9 TJI 0 16" O,C. DBL F$ VJ, F. 58'-8"' WINDOW 29'-5'* BE DEMOLISHED DEMO SLAB~ FOR NEW PATCH ISLAB AS I~ TOP OF WELL WALL FOOTING T.O. WELL WALL 1'-7~" TOP OF FOOTING TOP OF FOOTING T BEDROOM $o'x $o" W/REBAR $O'X WI REBAR TOP OF SLAB 9'-7 UP AND EXPOXY-SET ~5 REBAR 24" LONG WI 2" HOOK IN.EXISTING FOUNDATION · ~2" O.C. VERT, -14'-I" OF WALL -0'- 11 \ DRAIN TO DRYWELL TOP OF WALL -I'-7 ~" L ~ NEW CONSTRUCTION ~flN. HEADER (2,)~-J X 9 ½ LVL L STAIR SCALE.* ARCHITECT GRADE 6" WIN, ~ BELOW TOP OF I rT 5/8" DIA. X 18" A.B. 048" O.C. TYP, +12" FROM EACH CORNER WI 3'xS'xS/t6' SO, WASHER 10" POURED CONCRETE WALL EACH WAY (NOTE: TOP 2 REBARS TO BE 6" APART) 3' SPLICE ON REBAR SURFACES BELOW GRADE COWPACTEDGACKFILL I/2" EXPANSION SEAL 4" CONC. SLAB 6X6 ~I0/~I0 W1//M REINFORCING VAPOR BARRIER COMPACT SAND KEY WAY (~) ~5 REBAR (4) ~t5 REBAR ~ t20.C. · UNDISTURBED SOIL (~ TYP. FOUNDATION WALL SCALE= I I/2'=I'-0" DIA. STL COL. AS INDICATED wi 6X6 llO/~lO ~//M REINFORCING VAPOR BARRIER COMPACT SAND BASE PLATE [~) I/2"X~2" ANCHOR BOLTS (4) tlt4 REBARS EACH WAY TYP. COLUMN FOOTING UNDISTURBED SOIL SCALE: I 1/2"=1'-0" No. ISSUES + REVISIONS Date FERRO RESIDENCE NEW SUFFOLK, NEW YORK FOUNDATION PLAN Job No. Scale: Sheet No. 0703 1/4" = 1'-O" ..^. A2.C ACV 04.26.07 JAMES MERRELL ARCHITECTS P.C. 66 MAiN STREET SAG HARBOP~ NEW YORK 11963 631 725-9842 29'-5" TBV RO UP (4) 2' X 6" TJI 0 16" O.C. ' 2" X 4' POST (3) 2' X 4' LiViNG ROOM .~/4 x 91/2 PORCH L uP RO -7" -3" L HANDRAIL CODE 2' X 6" POST ~ NEW CONSTRUCTION ~N. N£AOER (~)l-J x 9 ~ LVL ~=OR CONSTP, UCT~ON No. iSSUES + REVISIONS Date FERRO RESIDENCE NEW SUFFOLK, NEW YORK FIRST FLOOR PLAN Job No. Sca[e: Sheet No. 0703 1/4" = 1'-0" P.A. Dale: · ACV 04.26.07 JAMES MERRELL ARCHITECTS P.C. 66 MAIN STREET SAG HARBOR, NEW YORK 11963 631 725-9842 EOUAL I ~r J 1 SK~LIGH~ j 4' AFF r~ 3 NEW CONST£UC~ON L No. ISSUES + REVISIONS Date FERRO RESIDENCE NEW SUFFOLK, NEW YORI SECOND FLOOR PLAN Job No. Sca[e: Sheet No, 0703 1/4" = 1'-0" ,.,. * A2.2 AOV 04.26.07 JAMES MERRELL ARCHITECTS P.C. 66 MAIN STREET SAG HARBOR, NEW YORK 11963 831 725-9842 L ~//~?~ N£W CONSTRUCTION ~N. H£AOER [2)1-{ X 9 ½ LVL No. ISSUES + REVISIONS Date FERRO RESIDENCE NEW SUFFOLK, NEW YORK ROOF PLAN Job No. Scale: Sheet No. 0703 1/4" = 1'-0" A2. ' P. A, Date: ACV 04.26,07 JAMES MERRELL ARCHITECTS P.C. 66 MAiN STREET SAG HARBOR, NEW YORK 11963 631 725-9842 PTD. WP, CEDAR SHINGLE ROO~NG TO~,fATC~.X]~JNG WD. TRIM TO MATCH EXISTING LpTD. WD. TRIM NEW PTG. TO MATCH EXISTING STONE PIER TO MATCH"~X EXISTING West Elevation FOUNflATION EXISTING FOUNDATION CEDAR SHINGLE East Elevation Scale 1/ L EXISTING FOUNDATION NEW FOUNDATION ¼ ¼ NEW PTD. COLUMN TO MATCH EX(ISTING I I I PERMIT SET [ lo.o3,o?I No. ISSUES + REVISIONS Date FERRO RESIDENCE NEW SUFFOLK, NEW YORK ELEVATIONS A3' ACV 04,26.07 JAMES MERRELL ARCHITECTS P.C. 66 MAIN STREET SAG HARBOR, NEW YORK 11963 631 725-9842 ~BI~ULf CEDAR ROOFING CEDAR ~--SHINGLE ROO~NG BOA~ NEW COLUMN TO MATCH EXISTING 1 South Elevation EXISTIND FOUNDATION i I I ........... CEDAliL~HINGLE ROOFING NEW FOUNflADON SHINGLE ROOFING No. ISSUES + REVISIONS NEW COLUMN TO MATCH EXISTING North Elevation NEE FOUNOATION EXISTING FOUNDATION FERRO RESIDEN NEW SUFFOLK, NEW' ELEVATIONS Job No. Scale: 0703 t/4" = 1'-0" P.A. Date: ACV 04.26.07 Sheet No, A3.2 JAMES MERRELL ARCHITECTS 66 MAIN STREET SAG HARBOR, NEW YORK 11963 631 Section Through Family Room BAT'{ INSULATION / [~) ~X~ HEADER 2X6 FRAME WALL CDT SHEATHING RAFTER TAILS EXIST. NEW COL. TO MATCH EXIST. ~ X 4 TkG DECKING 2XSACQ fO' P.C.__ FDN. WALL 10" X P,C. FOOTING Sectio BEAM CAGE%' MOVEABLE PER CODE CEDAR SHINGLES 2 X 10 R.R. WASHING MACHINE __ ~" PLYWOOD SUBFLOOR 9 1/2" TJt F.J. · 16' O.C. i '4" P,C. ~LAG [ ED~W RO~ TAPERED Cpro. t I I ;,IG OVER .EEPERS PTD, S/D G.W.B, T,B.O. ACO SLEEPERS \ 4" P.C. SLAB ,.. NEW COL. TO WATCH EXIST. ~ X 4 TEcG DECKING 2XBACG EXISTING FOUNDA,TION Section Throug Pitched Dormer 44. FDPM ROOFING OVER TAPERED SLEEPERS Cross Section Through Family Room O.W.e~ ~NEW CONSTRUCTION No. ISSUES + REVISIONS t0,03.07 FERRO RESIDENC NEW SUFFOLK, NEW Ye SECTIONS Job No, Scale: 0703 1/4" = 1'-0" P.A. Date: ACV 04.26.07 Sheet No. A3.3 JAMES MERRELL ARCHITECTS P 66 MAIN STREET SAG HARBOR, NEW YORK 11963 631 725- DORMER R.O, 17'-~ 1/4" ~ T.O. SUBFLOOR 2 T.O, R.O. ~ T,O. 6UBFLOOR 1 0-0" ~ VARIES T.O. EXISTING FOOTING T,O, NEW FOOTING Wall Section ' Scale l"~1'4)" DECKING 2"XB" £.J.-- 2'X8" TREATED LEDGER -- 4'* CONCRETE SLAB W/6X6 #I0/#10 WFCM 1/2" EXPANSION SEAL KEYWAY 12 EPDM (~) LVL JOIST HANGERS ,5/4" X 4" LAM -CEDAR SHINGLE ROOF TO MATCH EXISTING -2' X 8" R.R. TYP, 4TH 2' UP X6 T&G BLOCK OUT ½" FOR VENTII..ATION VENTILATION T.O.R.O. ~ PTD, -WOOD~'RIM -- TO MATCH EXISTING T&G PTO. WD. CEILING TO MATCH EXISTING WOOD DOUBLE-HUNG WINDOWS BY MARVIN T.O. SUSFLOOR 1 ~ T.O. FBN WALL BATT INSULATION ~" COX PLYWOOD SHEATHING CEDAR SHINGLE SIDING 2" X 6" TREATED SILL PLATE SEE DETA[ A4.0 - 1 FOR REBAR 5/8" x 12" STEEL ANCHOR BOLT 0 4' O.C. OR 12' AT EACH CORNER WITH FENDER WASHER REINFORCED ~C. PIER T,O. NEW FOOTING Wall Section 11 COMPACTED FILL '2"X4" TRF~ATED SEDEPERS '4" CONCRETE SLAG w/~x6 tlO/#IO WWM FOUNDATION WALL I/2" EXPANSION SEAL -FOUNDATION KEYED TO FOOTING -FOOTING CONSTRUCTION PERM,TS [ SO/O 9 I No. ISSUES + REVISIONS Da~e FERRO RESIDENCE NEW SUFFOLK, NEW YORK WALL SECTIONS Job No. Scale: Sheet No. 0703 1" = 1'-0" P.A. Gate' · ACV 04.26.07 JAMES MERRELL ARCHITECTS P.C. I'-6" '~' 66MAIN STREET SAGHARBOR, NEWYORM 11963 631725-9842 T,O. SUSFLOOR 2 r~, BLOCK OUT ½" FOR VENTILATION VENTILATION FOR RECESSED 'TRAY" CEILING T.O, SUBFLOORI J WOO0 PANEL WOOD TRIM Section Through Basement Stairwell 1 GRADE VARIES T.O. EXISTING FOOTING T,O. NEW FOOTING ~ T.O. NEW FOOTING - 12'- 7 3/4" ~ ~J" PLYWO. F.F. W/GX6 COIvlPACT£B UNDISTURBED SOIL Ii DOOR BY MARWN 10' REINFORCED P.C. WALL - SEE 4/A2.0 REINFORCED P.C. FOOTING - SEE 4/A2.0- a==::::.= ~==:=~=~-= ;=¢=====_-=::=~=L~=::_-'_*_;=~= No. ISSUES + REVISIONS Date FERRO RESIDENCE NEW SUFFOLK, NEW YORK WALL SECTIONS Job No Scale: Shee~ No, 0703 1" = 1'-0" ',A, Date: Az ,.2 ACV 04,26.07 JAMES MERRELL ARCHITECTS P,C. 66 MAIN STREET SAG HARBOR, NEW YORK 11963 631 725-9842 APP, ROVED AS NOTED NOTIFT BUILD NG DEPARTMENT AT 765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1, FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3, INSULATION 4, FINAL - CONSTRUCTION MUST BE COMPLETE FOR CO. ~LL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. OCCUPANCY OR USEIS UNLAWFUL WITHOUTCERTIFICATE OFOCCUPANCY COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SOUTHOLD TOWN ZBA SOUTHOLD TOWN PLANNING ~OARD SOUTHOLD TOWN TRUSTEES N.Y,S, DEC ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, UNDERWRITERS CERTIFICATE; REQUIRED PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE cOVERiNG RETAIN STORM WATER RUNOFF? PURSUANT TO SECTION 45-10C 'OF THE TOWN CODE. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WA TER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. FLOOD ZONE ' ×'' "'6" COMPLY WITH CHAPTER ~ - FLOOD DAMAGE pREVENTION soUTHOLD TOWN CODE. / / / / / / / / / / N/O/F JONATHAN DALDW~LL DILL 657. 40' SIT PLAN SCALE: 1" =30'-0" cfc MELODy DILL N/O/F KIMOGENOR POINT CO. ADDITION. APPlTION N/O/F UONA THAN CALDNELL DILL S676'.50"W / / / LINE OF IOO FT. 5ETDACK-. FROM EXIDTIN~ HOUS~ m,/NEk~ k'llNPo~5, OOOt~ ~ 51PIN5 ~ INT~LIO~ N~ S'30"E ON ALL LOIdEP. EAX/E~, C, ONNEC, TED TO SITE DATA SCTM # 1000-117-10~2 PROPERTY: ADDRESS OWNER: SITE: 300 JACKSON STREET NEW SUFFOLK, NY KEVIN & CARA FERRO 27 WEST 67th STREET NEW YORK, NY 10023 68,567 SF = 1.57 ACRES ZONING: RESIDENTIAL 40 (R-40) SURVEYOR: PECONICSURVEYORS, PC PO BOX 909 SOUTHOLD, NY LICENSE # 49618 DATED 7/12~06,10/3/06 (topography) LOCATION MAP NEW SUFFOLK, NY Street SiTE BUILDING PERMIT SET DATE: 2/14/07 SCALE: 1 "' = 30'-0" SHEET TITLE: SITE PLAN SHEET NO: 1 NE~ 12" IDIA ~ FIL.LE~ DOt, lO' FE;~N InlALL. ON ~"X16" C, ONC, :~b" GR.AI~IL TO I~I,'IAIN TYP, ,N~ULAT~Ot~ I ~ ABOW I I 1~<ISTIN~, J, nlALL,~ TO ~,'~ "x~"~" I II ABOVE ON F Ife,.~T FLOOR, < EXlSTIN~ > EXIGTIN~, tDA..G~II'~NT -EXI,STIN~ TO I~E REt,lOVED ~"x~O" Z E~" TH~ FDN PiALI.. ON ~"X16" C, ONG ~r'¢~ ~6" BELOW EXI~TIN~ 1SALT --~:~.AIN ~ONNEC,'rE~ TO Ut, I~ERC=,ROUN~ BASEMENT FLOOR PLAN SCALE: 114" = 1' -0" BUILDING PERMIT ~ROJECTNO: 0610 UT TCS ~)ATE: 2/14107 ;CALE: 114" = 1' - 0" SHEET TITLE: BASEMENT PLAN SHEET NO: © © L EXISTIN~ INALL5 TO RE'HAIN TYP. L FIRST FLOOR DEMO PLAN SCALE: 1/4" = I' -0" J II II II II II II v~- IL_ _J L___J[ F III L=:L~ ~J-- __ 1 ir &[ II II ][- II ~ i NEW HALL ~ PINI I~-Iq ADDITION 243O I~E~A ,a~ITION I I!1 REMAINTYP. IIii/i Illl !1I ,J J:, r^~ tosA E~ ~ ) -HANDI~klLIi[Hr III POP. CH FIRST FLOOR PLAN BATT III'~JLATION Hll, I IIl~ ~ EX'T'ERI~:II~ ~ II SCALE: tl4" = 1' -0" HI~,HIiIAILIN~ ~XISTIN~ POt~TE J C,,EILIN~ a l::~::~vL'q~ ABOVIE. I~DVI~ ~ ~rr-r-i ~OLUHN IN/OIa,,I, LAHB~AL t-'=i,~AC, AST CI ri I NOTES: (2) 2x~, MIN HIDR. BUILDING PERMIT SET TCS DATE: 2114/07 SCALE: 114" -- 1' - 0" SHEET TITLE: FIRST FLOOR PLAN 3 II ~ I ~ I,'IALL,~ ~N ~N ~ ',1 I ~ I I TO ~ ~ EXISTIN¢ ~ "*:~ / I / /"'' ~/ ~............~¢~............~; ~ ~ I~i ~ ~ ~ ~ EXlCTIN¢ NO~: (2) 2X~ HIN H~ ~ ~ )ATE: 2 SCALE: SECOND SECOND FLOOR DEMO PLAN SECOND FLOOR ~0: 4 ~ ~ PITGH ~222 FOUNDATION NE~I ~' DIA GOL.UklN,~ PF~OVI~ HOL.~ DO~IN 5"i'I~AF~ TOP AN~ E~O"~'OI,,'I NEI'~ ~O!.JN~A'I'ION I'~ ADDITION EXISTIN~ FOUNDATION NORTH ELEVATION SCALE: 1/4" = 1' -0" C.,HlklNEY E~.IIN~,LE ROOFIN~ ON ~ I~OOF 51'RUC, TU~ D~TAILIN~, TO MATCH F~,E.~IDENC.~= 3230 EAST ELEVATION SCALE: 114" = 1' -0" FOUNDATION I NElfl A4~DITION PI'r'GH ~INDOiN~, IfllTH ~ RIM TO MATGH NEPI ~--"i'AIL. II~k~ TO - klATCH RESIDENC. E PlA 4. 5"r~.A~ TOP AND 3230 EXI,~TIN~ FOUNDATION ~ ESA.SEM'=-NT 5TAIF~ AN~ FOUNDATION L_ ] ~P68~ EXlSTIN~ FOUNDATION SOUTH ELEVATION SCALE: 114" = 1' -0" C, HlklNEY ~INDOW~ J~ITH 'r'~lkl TO klATCH P. ESIDENGE 322~ 3230 JfllTH 'iR. IH TO klATCH I~.ESIDENC. E .E. XI~TIN~ FOUNDATION WEST ELEVATION SCALE: 1/4" = 1' -0" ~DHP6866 EXI~TIN~ GOL~ - NEI~ ~IND~J,,",~ ~IITH Tl~.lkl TO klATGH RE~,IDENC. E BUILDING PERMIT SET LU TCS [:)ATE: 2 Igl/I,l'bf07 SCALE: 1/4" = 1' - 0" SHEET TITLE: BUILDING ELEVATION[ WIND-BORNE DEBRIS PROTECTION FOR OPENINGS FOR hIALL OPENIN® PROTECTION OFIUO MPH D-SECONID /diN[::) ®USTS ( ~AXl'lvfU~ h4EAN ROOF HEI®HT: ~5') SHUTTER ASSEMBLY FOR PANEL 2D/52" APA DPAN-RA'T~D 4~/U4 DHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENIN~ 4") A~ACHIN~ ~RNATIVE PA¢~NE~ FOR 5~ ~E~ TO ~ILDIN¢, ¢10 TED NUTD HAOHl~ BOLT e 12" O.O. I/4" THICK BOLTD ¢ 2' OC, SHUTTER N.T.D. FOR PANEL 5PAN~, 4' OR WIDER DPAN 2D,'52" APA DPAN-RATED 4g,/U4 DHEATHIN~, GRADE PLYWOOD (OVERLAP AROUND OPENINGD 4") 2x4 D'TRONG-BAC, K~ ~ 24" DC I). PREADDEMBLE PLYWOOD TO 2x4'D= DTAINLED~ E'T'~EL ~OOO ¢0~ ~ 12" 0.~. 2). A~AOHING 5~C~ PANEL, FAE~N TO ~ILDINe ~IOxD" (~/~5HDR5) ~ALVANIZED ~10 ~E NUT5 A~AOH~ TO HAGHINE BOLT e 12" WINDOWS - GLAZED OPENING PROTECTION I=, RE~UUIRED FOR ALL GLAZED AREAD. IN A~GO~AN¢E ~lTH LA~E MISSILE ~ET OF IN LIEU OF THE ~ HENTIONED ~INDO~. PANEL5 TO BE P~UT TO FIT O~R ~I~N ~lTH ~INDO~ dA¢~ POST¢ HEADER + ~ILL PLA~. PANEL5 TO BE HAINTAINED ON 5 LABEL LOCATION5 ON EAGH PANEL HIP ROOF5 i00< 0~.300 I00~ 04.450 I00< e~.45° COMPONENT AND CLADDING PRESSURE ZONES DOUBLE TOP 'LATE HOLD DOWN + SHEAR CONNECTION CRITICAL LOAD PATH SHALL COh4F:'L"r' I,%/N"r'.EBC d, HAPTE #UDO4.q.& NAILING SCHEDULE TAK. EN FROH .2001 EDITION I~OOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREDT PAPER ADDOGIATION FOR ~O~ON NAILD; CONTACT ARCHITECT FOR BOX NAIL DIZED RAPTERPFOP PLATE JOIDT/TOP PLATE GELLING JOIDT/PARALLEL RAFTER GELLING JOIDT LAPP OVeR PARTITION COLLAR TIE/RAFTER BLOGKINE~/RAFTER TOP PLATE/TOp PLATE TOP PLA"f'~ AT INTERDEGTIONB B"rdD/D'PJD TOP or' BO'f-f'OH PLATE/DTUD BOTTOM PLATE/~LOOR JOIDT JOI~T/DILL, TOP PLATE or' GIRDER BLOGKIN~/JOIDT BLOC, KING/DILL or'TOP PLATE LEDGER DTRIP/BEAM ,.iDIOT ON LED~ER/BEANf BAND .JOIDT/,JOIBT BAND .JOIDT/51LL or' TOP PLATE PLYWOOD ROOF DECKING DTRIp DHEATHIN~ PLYWOOD ~LL DHEATHING PLYWOOD DUBFLOOR DECK;lNG D-~,d (TOE NAILED) D-Ed (TOE NAILED) '7-16cl (PAGE NAILED) 't-I,~d (PAC, E NAILED) 2-Ed (ecl end I-I/4" obi`ap) 2-ed (TOE NAILED) U-I~d (END NAILED) .2-1&d (PA~E NAILED) 4-I~ (PAGED NAILE~) 2-1~cl (PAGE NAILED) (PAGE NAILED) U-Fed (END NAILED) U-16d (PAGE NAILED) 4-Ed (TOE NAILED) U-~ (TOE NAILED) 2-~ (TOE NAILED) D-I~d (TOE NAILED) B-16d (PAGE NAILED) D-Cd (TOE NAILED) ~,-16d (END NAILED) 2-h&d (TOE NAILED) e4" 0.~. EDCES, e~" 0.~. FIELD NOTES STRUCTURAL REVII=P,I ED"r' STEVE f'4AREECA, PF= 188-0-'f Y4EET 'lvfONTAU.l<. HI®HY~A'T', HA'lVfPTON BA'r'5, N'r' PHONE 6~1 '~28 q480 USE/OCCUPANCY CLASSIFICATION SINOLEFANIIL'r' RESIDENTIAL HEIGHT DEl-O" b'fAXllvfUf,4 FIRE AREA TYPE OF CONSTRUCTION CONVENTIONALLIGHT FRAHE CONSTRUGTI ON DESIGN CRITERIA: ~E~I~N iN AC, COP. DAN~E l~lTH AMERICAN PO~E~T PP-O~UGT~ ,I'NO0~ ~E CONGTRUQTION MANUAL FOR I + 2 FAHILY HOUSE ~IRDT LEVEL - 40 P5~. L.L. LIVIN6 A~AD - 40 PSF. L.L. BEDROOM5 - 30 PSF, L.L. 5BI~MIG PE~I~N OATE~O~ - B ~EATHE~IN~ - ~EVERE , ~ECA? - ~hl~hT IC~ ~HIEL~ UNPERLA~HENT R~UI~D - ~E5 GENERAL NOTES ALL P~::URK MATERIAL, AND E6~UIPM~NT ~HALL BE IN AGGOP42ANOE WITH tHE NE~ YO~K STA~ UNIFO~H ~ONS~VATION CODE, AND LOG~ ~THO~ITIE~. ALL GONORE~ 5HALL BE 5TO~ A55RE¢A~ ~lTH A HINIHUH 2¢ DA~ ¢~N~TH OF ~000 ~1 STAIR AN~ FLO~R ~NIN~S, POET5 AND PA~LLEL PARTITIONS, EXCE~ A~ N~D ON D~IN~. B~ID~IN~ TO BE P~VIDED FOR ~L JOISt5 FLO0~ BEAMS, 5PA~IN~ NOT TO EX~EED ~.0 FT. ~L ~IM~N¢ION~ AND ¢~ O0~ITION9 TO ~ON¢~TION AND O~E~IN¢ O~ MA~I~. THI~ B~A~fN¢ ¢A~A¢l~ O~ T~ (2) T¢~ LE¢¢ THAN 5~. ¢ONT~OTO~ CHALL ~1~ THAT THE¢~ O0~ITION¢ A~ MET. ALL ~ILL BENEATH ALL HE~ ¢.0 PT IN LENe~ A~ 0~ TO ~Y ~IPLE U~I~HTE. ~h HEADE~ TO HINI~H OF 2-2x¢ OA A5 ~O~N ON ~IN~. P~VIDE PI~ETOPPIN~ AT ~L LEaL ~VID~ FLA~IN¢ AT ALL ROOF B~AKE, CHIHNE~, 5K~LIGHT~, EXTE~IO~ DO0~¢, ~INDO~5 DO NOT ~E A~HI~GT NOR EN¢I~ER I~ NOT FO~ ~E INEPEOTION O~ 5UPERVIDION OF THIS GONS~¢TION P~JEGT. ~D~L, STA~ AND LOG~ ZONIN~ AND ~UILDIN~ OOg~ ~HALL B~ TH~ ~EPON~IBILI~ ~ TH~ ~ON~TO~. ID. DEWAGE DIDPODAL DYETEM AND FRESH WATER DUPPLY ~ltH THE SUFFOLK GOUN~ DEPAR~ENT OF HEALTH. 14. Thl~ ~G~ hA~ B~N DE~I~NED IN AO~O~ANOE ~lTH TH~ NE~ YO~K STA~ EN~Y ¢ONDE~VATION I~. EN~INBB~ TO BE NOTifieD IN ~ITIN¢ OF ~L CHAN~ED P~IO~ tO AND DU~IN~ CON~CTION. I~. ALL ~UG~L 5~BL TO BE A5~ A5& ~lTH ONE GOAT EPOX~ PAINT. ALL ~AD~R5 TO B~ A-525 BOLT5, 5/4" I¢. GON~AGTO~ 5H~L OBTAIN ~h PERMIT5 INDU~NO~ NEO~DDA~y TO PROTEOT THE AND O~N~. I~. ~0 NOT BA~Dlhh A~AJNGT FOU~ATION UNTIL FLOOR D~D~M INSTALLATION I~ OOHPLE~. 20. ~VIDB GABON MONOXIDE ALARH¢ ON DAOH L~EL AND IN BAD,VENT ( IF A~LI~ABLE ). PODITION NEA~ ENVY ~OM HOUDE TO A~A~H~D GARAGE A~A. ON EACH LEaL OF D~LLIN~ AD ~UI~D NE~ YO~K DTA~ ~UILD~NG CODE. 22. ANY AL~TION, ~PAI~, ADDITION O~ GONV~ION TO AN EXISTIN~ D~LLIN¢ ~UI~IN~ A BglLDIN6 NO~ ~UI~S THAT ~h 5LB~PIN~ ~OH¢ IN HOUE~ BE UPENDED ~lth HA~ ~I~D 24. ~A~A~E OO0~ TO BE ~O FO~ 120 MPH. ~[ND LO~ FRAMING NOTES ALL FRAMIN~ LUMBER DHALL BE 6RADE DOUGLAD FIR-LARCH DT~J~%JRAL GRADE No. 20~ ~L 5HEATHIN~ TO ~E APA ~, EXPOEU~ I, MIN. THIn,NEED OR AD ALL ~UBFLOO~I~ TO BE APA ~D EXPOEU~ I, ~/4" MIN. THI~N~5. ~L ~D~E5 FLY,OD To BE 5ET ON POLIO BLO¢~ING. GLUE AND NAIL PLY~OD 5UBFLOOR TO FLOOR ~g HEA~E~ ~'~" AN~ O~R ~ALL ~E 5UPPO~TE~ ~lTH DOYLE UPRIGHTS, q'-O" AND 0~ ~lTH HINI~H O~ ~-~X~ ~ AS ~HO~N ON O~IN~. ~OLI~ BLO~IN~ ~H~L B~ ~VI~O ~0~ ALL AND PhO0~ B~AH~ A5 ~ N.~.¢, GOD~ OR AG NOrD ¢I~ULATION IN ~OFS. ~OUBL~ UP P~NIN~ UN~E~ ALL PO¢T5 AND PA~LL~L ~A~TITION~ O~ AC NO~ ON ~IN~¢. ~ITN ~P ~VANIZEg ~ETAL ~ON~TO~ ~ILIN~ ¢¢NEDUL~ ~L BE A~ ~ THE ~ILPlN~ CODE A~ A ~INI~U~. ALL 2X~ ~HALL ~E[~ ~IOD NAIL¢ AT ~ILL AND ~h EX~IOR ~IL5 5H~L ~E ~VANIZED. ID. PLYWOOD E~EATHING to BE NAILED WITH ~ d ¢ 4" o.¢. EXTERIOR EDGED AND ~ d ~ 12" o,c. INTERHEDIA~. ~h INTE~IO~ A~ EX~IO~ FINI~EE, FLASHING AND ~RPROO~IN~ 5H~L DE B~ A~OHl~ot. ~L ~OOP ~P~5 5HALL BB A~AOH~ TO THE PLA~ AN~ 5~D ~lTH ¢ALMANIZED ~R~I~ANE ~pE OON~OTO~ B~ "~0" O~ APPenD E~UAL. FO~ TI~BE~ PILE ~OUNDATIONE, ~MIDE HUR~IOA~ ~LIP¢ AT ALL PE~IHE~ dOIET TO ~1~ QON~OTIONE. ALL P~-EN~INE~ LUMBB~ ONALL BE GEORGIA PACIFIC ~PI ~E~IE5 ~OOD-I-BEAM~ A~ LVL PRODUCT5 OR E~UAL. ALL 301~T¢, ~I~E~ AND HEADE~5 5HALL HA~ BEA~IN~ 5TI~ENER5 INETALLD~ A~ ~ MANUFACtUrE ~OM~NDATION5. ~B DTIPPENE~ DHALL ~E ~UI~D AT ALL LOAD AND B~ARIN~ POINT5 AT A HINI~UH. A DINGLE I D/~" LVL ~1~ JOIDT OHALL BE ~1~ A% FLOOR PErilinG. HANDLING, ~TO~, AN~ E~OTION OF GOMPONEN~ 5HALL BE A~ PE~ MANUFAG~ ~GOH~NDATION¢. ALL ~ULTIPL~ LVL ~DUCT~ TO hA~ 2 ~ Of I/2" DIA. ~ALVANIZBD HA~HI~ BOLT~ ¢ 12" 0.~.. TNt5 DRAWING 15 AN IND'rRUHENT PREPARED TO FACILITATE COND'rR/JGTION AND .~HAL.L NOT BE GOND'FF~JED AD A CONTRACT BETK4EEN BUILDER AND O~NE~. BUILDING PERMIT SET ' ol;z 0405 CHECKED BY: TS 2114/07 SHEET TITLE: STRUCTURAL NOTES & DETAILS SHEET NO: DRAWING LIST ~,BBREVIATIONS SYMBOL KEY @ AT MIN, MINIMUM WALL CONSTRUCTION ACOUST. ACOUSTICAL MISC. MISCELLANEOUS A,D. AREA DRAIN MTD, MOUNTED Z_ _ZZZZZ CONSTRUCTION ABOVE ADJUS. ADJUSTABLE MTL METAL A.F.F, ABOVE FINISHED FLOOR # MATERIAL iE1. DENOTES DIMENSION TO FACEOF ALUM. ALUMINUM N.W NUMBER f f FINISH, ROUGH OPEMNGS (WINDOWS} ~,RCH. ARCHITECT, ARCHiTECTURAL NO, NOT IN CONTRACT I I DENOTES DESIRED ALIGNMENTS OF CL. CLOSET PR- PLYWOOD f 1~ DETAIL NUMBER CTR. CENTER R QUANTDY iI~ INTERIOR DOOR NUMSER C.V.G. CLEAR VERTICAL GRAIN R D. RADIUS, RISER DWG. DRAWING 8CHED. ROUGH OPENING ~1'/~, AXIS NUMBER E,I.F,S. EXTERIOR INSULATED FINISH SYSTEM SECT. SCHEDULE CENTERUNE AXiS FLR, FLOOR 8TOR, STEEL LEGEND HORIZ. HORIZONTAL T.P, TYPICAL GENERAL NOTES: I I LAMINATED VENEER LUMBER 1,) ANY ERRORS, OMMISSION8, OR CONFLICTS FOUND IN ANY PART OF THESE CONSTRUCTION DOCUMENTS ~ FINtEHEO WOOS ANY OTHER LOCAL, STATE AND NATIONAL CODES, ORDINANCES AND REQUIREMENTS GOVERNING THiS ZONING R-40 CONSTRUCT[ON. OF OR INSTALLATION OF ANY ITEMS, SIDE, TOTAL 35 11.) SKYLIGHT LOCATION AS SHOWN ON THE FLOOR PLANS SHALL BE CENTERED IN THE SPACE UNLESS REAR 50 OTHERWISE NOTED, ALL LIGHT FIXTURES ARE SHOWN ON THE ELECTRICAL PLANS. ACCESSORY DISTANCE FROM SIDE & REAR 15 WETLANDS SETBACKS RESIDENCE 100 ENERGY CALCULATIONS DRIVEWAY 50 SANITARY {CESSPOOL) 1 O0 CALCULATION OF COMPLIANCE (as per REScheck 3.7 release 1) SEPTIC TANK 75 Component Assembly Gross Area s.f. Cavuty R-Value J-Factor UA Ceiling Flat CeDing 2'183 30 74 Wall Wood Frame 13" o,c. 3727 19 155 Window WD Frame Dbl Pane Low E 182 ,30 286 Door >50% GLAZED '182 ,35 64 Floor 1 Wd Joist over Outside Air 420 30 14 Floor Wd Joist over Unheated Space 883 30 29 Floor Wd Joist over Unheated Space 660 30 22 Compliance-PASSES ] MaxUA 722 [ AciaalUA 710 I 1.7% betterthas Code ROOF BATH 2 LAU~)RY 2" 2nd FLOOR FIRST FLOOR CLEAN OUT 3' BASEMENT SLAB 1 RISER DIAGRAM BATH 1 2" 3" 2" 3M 3~ POWDERROOM KITCHEN 2" 3" 3" 3II 3II ROOF I~t,E TRAP 'AN OUT TO SEPTICTANK ARCHITECTURAL: A-SERIES A 0.0 COVER SHEET A 0.1 SCHEDULES A O 3 WIND DIAGRAM A 1.0 SITE PLAN A2,O FOUNDATION PLAN A 2.1 FIRST FLOOR PLANS A 2.2 2nd FLOOR PLAN A 2,3 ROOF PLAN A 3.1 ELEVATIONS A 3.2 ELEVATIONS A 3.3 SECTIONS A 4.1 WALL SECTIONS A 4.2 WALL SECTIONS ISSUES + REVISIONS Date NO. FERRO RESIDENCE NEW SUFFOLK, NEW YORK COVER SHEET Job No. Scale: Shee[ No. 0703 N/A P.A. Date: ACV 04.26.07 JAMES MERRELL ARCHITECTS P.C· 66MAIN STREET SAG HARBOR, NEWYORK 11963 631725-9842 MARVIN EXT. - DOOR/WINDOW SCH. ALL R,O,'S TO SE VERIFIEDPRIOR TO CONSTRUCTION O TYPE MANUFACT'R & UNIT No, UNIT SIZE (WxH) ROUGH OPENING (WxH) MASONRY OPENING REMARKS 102 INSWING DOOR RE-USE EXIST DOOR 183 DOUBLE HUNS WU[3H 3228 3' - 1 318' X 5~ - 5" 3' - 2 3/8' X 8' - 5 1/2" NOT USED 104 DOUSLE HUNG WUDH 2624 2'-73/8' X 4'-9" 2'-8 3/8' X 4'-9 I~ 105 PICTURE WUDHP ~54 CUSTOM S~ZE 4'-7" X 4'-9' 4'-8' X 4'-91/2' WINDOW NO I~S: 1.) VERIFY GRILLE PATTERN W/ELEVATIONS 2,) VERIFY SWINGS W/ELEVATIONS 3.) ALL GLASS TO BE NIGH PERFORMACE LOW E4 - TEMPERED GLASS AS REQ'D BY CODE 4.) ALL GRILLES TO BR I" PERMANENT (NTERIOR & PERMANENT EXTERIOR W! SPACER 5.) EXTERIOR COLOR: WHITE 6.} INTERIOR FINISH: TBD 7.) HARDWARE; TSD S.) WINDOWS TO BE RATED FOR WIND ZONE 3 U.O.N. FRAME FRAME FRAME FRAME FRAME FRAME FRAME FRAME WINDOWS INTERIOR - DOOR SCHEDULE C) QUAN. TYPE DOOR SIZE USE LOCKSET REMARKS DOOR NOTES: 1,] ALL DOORS TO BE PRE-HUNS 2.) ALL DOORS TO BE 1 ]" THICKSOLID CORE 3,) ALL DOORS TO BE SOLID MASONITE 2 PANEL DOORS WU~H6862 ~DH CUSTOM WUD82§24 117, 122, 128 105 104, loft PERMIT 10.03.07 No. ISSUES + REVISIONS Date FERRO RESIDENCE NEW SUFFOLK, NEWYORK SCHEDULES Job No. Scale: Sheet No, 0703 N/A P.A, Date: ~ · ACV 04.26.07 JAMES MERRELL ARCHITECTS P.C. 66MAINSTREEF SAG HARBOR, NEWyORK 11963 631 725-8842 SPEClFICA~ONS GENERAL CONDITIONS 1) The contractor is responsible for checking oil dimensions and conditions on the job. Where conditions prevent obtaining dimensions they should be checked by englneer. 2) Construction contractor and his subcontractors agree that In accordance with generally accepted construction prnctiees, construction contractor and his subcontractors will be required to assume sole and complete responsibility for job stie conditions during the course of construction of the project including safety to aa persons and properly and that this requirement shall be mode to apply continuously and not be limited to working hours. Contractors agree fo defend, Indemnify and hold design professionals harmless from any and all liability, real or alleged, in connection with the performance of work on this project. 3) All work performed by the contractors shag conform to the requirements of local, municipal, state and fedorol laws as wag as any other governing requirements, whether or not specified on drawings~ or In specifications. Contractor to be responsible for required inspection(s) of his work. 4) The contractors shall notify the architect/engineer immediately if he cannot comply with the work called for on the drawings. 5) The contractors shall notify the architect/engineer of any discrepancies between the drawings, notes, specifications and field conditions before commencing any work and request clarification. 6) Contractor to verify new work wtih survey. 7) Contractor shall be responsible for cutting, fitting or patching to complete the work or make the parts fit together properly. 8) The contractor shall be fully responsible for the removal or replacement of damaged er defective material Or poor workmanship. They shall replace or repair ce directed by the architect/engineer, ali such damaged or defective materials, which shall appear within o period of two years from the dote of substantial completion of the job. 9) The contractor(s) shall remove ali rubbish~ waste materials and surplus materials that are a by-product of their work. 10) Contractors shall provide all necessary protection for his workers. l l) The construction drawings and specifications are supplied fo Illustrate the design and the general type of construction desired and are intended fo imply the finest qualify of construction, material and workmanship throughout. 12) The contraclor~s) shall maintain a current and complete set of construction drawings on the site during oil phases of construction for use by all trades. 13) No changee or modifications to the work shall be made without approval of the owner and/or architect/engineer. Foilurs to obtain this approval shall cause the contractor or sub-contractor to assume full responsibility for subsequent modification of fha work required by owner or any regulatory authority. 14) The architect/engineer assumes no responsibility for construction means, methods, techniques, sequences, or procedures or for safety precautions and progress In con]unctiob wlfh fha work. There ore no warranties, nor any merchanfabgRy of fifnees, nor a specific use expressed or implied in the use of these plans. Ceiling beam sizes may have to be increased for heavy storage attics. I) Wood frame dwellings to be designed in accordance with the Building and Residential Code of New York State. Wind speed to be used Is 120 mph. Exposure B category to be used for urban, suburban or wooded and Exposure C to be used for open and shoreline areas. Earthquake Use Croup I, Site Class D, Seismic Design Category B. 2) These plans are designed to meet or exceed the requirements of the Building and Residential Code of New York State. When building in other jurlsdictiens, variations or adjustments may be required. Verify any such requirements with local code or enforcement officers. $) The archffect/eng nears cart ticat on appl'es only to this plan's conformance to fha New York State Building & Residential Code. 4) Glazed openings must be prafected with glass, certified to meet the large missile fesf (impact-resistant) or with structural shutters with attachment hardware provided. 5) Electrical work shall conform to national electrical code (latest edition) and any applicable local codes. A minimum of one (I) smoke detector shall be provided in bedroom areas and shall be hard wired and battery backup, 6) Contractor to verify all dimensions before starting. 7) If header sizes are not shown, contractor to contact architect/engineer. 8) Do not scale drawings, Follow dimensions only. 9) Contractor to verify to archRect/engineer if lead based paint, asbestos, mold or other hazardous substances ore present before alerting work. 10) Any alteration, repair addition or conversion to an existing dwelling requiring a building permit requiring a building permit requires that sleeping rooms in the house be upgraded with hard-wired and interconnected smoke alarms. 11) Contrcctor is responsible for oil flashings. 12) Excavations deeper than 5' must be constructed according to OSHA regulations, Soft or sandy soils must have at least o t:1 slope. Hard or compact soils must have at least 1:2 slope. 13) Grudo property 5~ in first 10' from the building. Elsewhere the site to be sloped away at 2~. Foundation wall to extend a minimum 8" above grade, 14) Under slob areas - offer the service lines hove been installed, all plastic or copper lines should he properly bedded (cleon fill, no rocks) and tested for leaks prior fo backfilling, All copper lines should be checked for dents or abrasions and wrapped in split foam insulation. 15) All trades that are installing piping under the slab must install color coded caution tape 12" above their work. Use red for electric, blue for water, green for sewer, yellow for gas and orange for phone/cable. Mark location of new work with color coded spray paint after trenches have been backfliled. 16) Copper joints will net be allowed under the slab and must be placed in a wall manifold. ENERGY NOTES I) This construction conforms to Residential Code of NYS, Chapter I i and the Energy Conservation Construction Code of NYS. 2) Model Energy Code compliance method and Inspection checklist, enclosed using MECcheck sottware type Version 3.5 Release 1, REScheck Software, 3) A minimum of I" air space shall be provided between the insulation and roof sheathing. CONCRETE SPECIFICATIONS 1) Interior and exterior footings, slabs, and walls shall be 3000 PSI concrete unless otherwise noted. Footings below columns to be 24"x24"x12" unless otherwise noted. 3) Contractor to verify sob bearing capacity to be not less than 4000 PSF. No footings or slabs are fo be cast on uncontrolled fill, loose soil, organic material, frozen ground, mud, clay or other unsuitable materials, If any of these situations are present it should be brought to the attention of the engineer, 4) Contractor fo verify existing and seasonal ground-water level. If level is within 2 feet of the bottom of the basement footing the architect/engineer should be contacted. 5) Concrete shall be air--entrained with on air content not less than 5~, or mare than 7~. 6) Concrete slump shall not be more than 5". Engineer has approval to reject concrete if slump is larger than specified. 7) If concrete is delivered in an outdoor temperature lower than 40 degrees F it should be hoofed fo insure that if will arrive of the job stie having a temperature of not less than 60 degrees F or greater than 85 degrees F. 8) If ti looks as though the temperature of the ambient air will fall below freezing for $ consecutive days, cold weather concrete specifications will need to be followed. Contact Engineer If this is going to occur. 9) The addtilon of any admixtures to concrete shall be approved by the Engineer. 10) Two concrete strength feet cylinders, 6" in diameter by 12" shall be taken from each truck delivery unless otherwise approved by the Engineer. Compressive strength tests to be token for each day's pour exceeding 5 cubic yards. Two specimens to be tested @ 28 days, 11) All rebars fo be grade 60 KSI steel and shall be free of rust, scale and did. 12) All rebars shag be securely tied in place and adequately supported. All rehar splices to be minimum 40 bar diameter, Rebar shall be continuous through corners with splices located not closer than $' from corners. 13) All footings are fo have their rebar placed no closer than 3" to the supporting soil. 14) No weight shall be placed upon foofinBs or walls until 7 days offer placement os long os the concrete strength has reached 2500 psi or by engineer's approval. 15) Contractor to notify Engineer for inspection of ali rebar work prior to placement of concrete. 16) Concrete pours over 9' shall be thoroughly consolidated by suitable means during placement u~ing c mechanical vibrator. 17) Back filling against foundation shall not fake place until first floor irs anchored to foundation. Backfill material shall be clean course sand. Equipment used for backfilling shall not come closer to the wall than ti~e height of the bcckfllL 18) All footings to rest on virgin undisturbed soil. If soil is disturbed, mechanical compaction lo 95~ relative compaction in soil lifts not exceeding 6". 19) Concrete wall design assumes backfill is well drained. 20) Anchor bolts to be 5/8" x 12" "J' shaped, hot dipped galvanized ar stainless steel located 4'on center unless otherwise noted and a maximum at 12" from all corners. Provide not less than two (2) anchor bolts on any one sill. Anchor botts to have nut and washer tightened to sill. Washers shall be a minimum of $/16" x $" x $" square plate washers unless otherwise shown, Botts fo be located down the center of the sill plate. Deviation of more than I" will not be acceptable. A hot dipped galvanized or stainless steel 5/8" x 10" threaded rod can be substituted for anchor bolts by being epoxied into place using Simpson AcryRc Tie, 21) Contractor to verify with owner if damp-proofing or waterproofing le fo be provided on all foundation walls and footing base that comes in contact with soil. 22) Provide (2) #5 rebate continuous reinforcing af top of all foundation walls. Set rebars info concrete with an embedment of 3" from the fop and inside edge and fha other bar 3" below the upper unless ofherwlse shown. 25) Provide (2) ~,5 rebate continuous reinforcing in wall footings placed $" from sob and 4" from outside footing edge unless otherwise shown. 24) (2.) t~5 rebars to be placed on ail four sides of window and door openings and other large openings. Each end of the ~5 robot to extend beyond the opening. 25) Stepped fooRng not fo exceed I' vertical for every 2' horizontal. Rebar fo continue through stepped footings and bent through steps. 26) Pilasters to he 12" wide x 4 ,~" deep and contain (2) ~t5 rebate vertically fled to footing rebar and fop of wall rebar. Vertical bars fo be 2' off inside edges and hooked back to rebate in footing and upper wall. 27) All steel columns to be bolted fo footings. 28) Steel column top plate to be minimum ,~" thick and cover all supporting members. Base plates to be 10" x 10" unless otherwise noted. 29) Concrete slab control joints to be 1/4'" depth of slab and not exceed more than 25' center to center spacing. Joints should be laid out to form floor panels as nearly square ae possible not exceeding a ratio of 1-I/2 to 1. Joints can be either formed, fooled, saw cut or Zipstrip, 31) Under fha slab shall be placed 2" of sand over a vapor retarder - Fortiflber "Moistop Ultra A" (www. fortifiber, com). Contractor verifies fhaf he has reviewed the installation guide for this product. 32) Sub-grade preparation under slab - The existing sub-grude should be cleared of fop soil and organic matter and stockpiled separately. Pronounced soft and hard spots should be excavated and refilled and compacted with a soil similar to the surrounding sail. $3) Granular fill, such as gravel or a mixture of sand and gravel shall be used os fill under the vapor barrier. If soil is disturbed, mechanical compaction fo 95~ relative compaction in soil lifts not exceeding 8". 34) Curing of concrete slabs open fo the elements is to be done by keeping fha slab wet and at temperatures between 40 and 70 degrees F or using a curing compound. 35) No vehicles shall be placed on the slab until the 28 day strength is achieved. FRAMING NOTES I) All framing lumber to be Douglas Fir ~2 or belier in on S-Dry condition. 2) Ail sill plates that sit on concrete to be double 2x6 pressure treated. Fastening of rim board to sill to be tod toe nails 6" on center. 3) TermRe shield shall be either copper or COP -R-TEX and extend t" minimum on each side of the concrete wag. Sill sealer ta be used with this product. 4) Two rows of blocking to be Installed every 4' along concrete walls where the first floor joists are running parallel to the foundation wail. The plywood floor is to be nailed into this blocking. 5) Fastening of exterior plywood to rim joists (box beam) and double top plates to be 2 rows of Bd nags 3" on center. Fastening of plywood to double sill plate to be $" on center sfaggersd into each 2x member, 6) Fastening of top and bottom plate on inferior walls to be (2) t6d nails every 12", Top plate to be connected to ceiling joists or with blocking spaced not more than 12" on center with (2) 16d nails every 12~. 7) All deck ledgers to be Pressure treated 2x material Ledgers to be attached with ~" lag bolts 12" O.C. top and bottom and located not closer than 2" from fop edge. 8) Ail heodors fo be (2) 2x12 or (2) I-$/4 x 11-7/8 microiams unless noted otherwise, 9) Double floor joists shall be located under all poruilel partitions unless noted othenvise. Spacing between floor joists should allow for plumbing in plumbing walls. 10) All floor joists must be restrained at the ends to prevent rotation by either a rim joist, end blocking or joist hangers supporting fha depth of the joist. 11) Floor plywood to be glued and nailed to floor ]clefs 4" on edges and 6" in field with 8d common nails. 12) All walls over 8' high fo be blocked @ mid-span. I,t) All post widths fo be as wide or wider than multiple member width that it is supporting. 14) 2x6 strong backs (2) on all ceiling joists 8' O.C., unless the ceiling is an engineered floor I-joist, 15) Splices of top plates shall not be closer than 6'. 5tude to foil under all sptices, top and bottom. Studs to line up vertically with roof rafters wherever possible. 16) All gable end walls fo be balloon framed unless otherwise shown. 17) Exterior wall ply to cover roof top plate completely and be nailed with 8d common nails 3' on center, staggered info both the top and bottom plate. 18) All roof and wall plywood to be nailed with 8d nails 4" O.C. en edges and 6" in the field unless otherwise noted. Nail heads shall not penetrate surface of plywood. Nail Guns need to be set to fha proper pressure. 19) Exterior plywood shall be continuous over ag plate to plate and plate fo rim board interfaces and may butt together af mid-depth on rim board. Exterior plywood to run continuous from sill plate over rim joist to studs. shaped plywood to be placed around upper window and door corners. 20) Three rows of blocking to be installed every 4' along gable rake walls. The plywood roof is to be nailed into this blocking. 21) Ali roof ruffers to be connected fo top p/ate wtih Simpeon t12.5 or H2.5A hurricane ties unless otherwise shown. Hip rafters to be lied to top plate with Simpson HCP4 (double hip) or HCP1.81 (single hip). Note that partially enclosed structures shall use a Simpson HIO hurricane fie. 22) Interior shear walls to be ~" plywood both sides, nailed with 8d nails $" O.C. on edges and 6" In field with all edges blocked and nailed unless otherwise noted. 23) All exterior columns to have continuous galvanized metal straps from girder below to girder above. Straps to be Simpson CS 16 and connected with (11) IGd common nors each end. 24) Columns resting on concrete to be connected at fha base concrete with a Simpson Past Bose fastener and the top with c Simpson type Post Cap with (12) 10d nolle each end. 25) Bored or holes or notching in studs shall not exceed 25~ of fha stud dopfh. If hole or notch is between 40~ and 60~ of the stud dopfh than the stud shall be doubled. 26) Contractor veHfles that he has reviewed the installation guide for the engineered wood products for this project. 27) First floor I joists fo hove (4) 10d nails installed in its' bottom flange fo the double 2x6 sill plate. 28) When engineered floor I-Joists are used, rim joists to be Timbersfrond 1-1/4" LSL rim board or i ?" Microlam LVL. 2g) TJI Joists to have solid blocking and web stiffeners, when above walls or posts sit directly above. $0) Web stiffeners fo be 5/8" on TJI 110 joists, 7lB" on 250 joists and $60 joists and 2x4 for 560. 1/8" gap to be left af fha fop between stiffener and flange of joist. 31) Two or three Microlam LVL's shall be connected with 3 rows of 16d nabs 12" O.C. Four Micrelam LVL's shall be bolted with 2 rows of ~' bolt= @ 12~ O.C. 32) Web stiffeners fo he Installed on cantilever TJI'S @ support palate. 33) Do not bevel cut I-Joist beyond fha inside face of support, 34) Full width engineered lumber can be substguted for (2) or (3) members of the same type lumber. 35) Hangers are shown on plan. Contractors to consult architect/engineer if hanger is not shown in drawings. Contractor verifies that he has reviewed Simpson "Wood Construction Connectors" catalog for fastening details. $6) Contractor fo provide roof ventilation net open area equivalent to 1/300 of the attic floor area pray(dod a vapor retarder Is installed on the warm side of attic ventilation. $?) Contractor to provide crawl space ventilation openings to be not less than 1/1,500 of the under floor area where a vapor retarder and openings placed to provldo cross ventilation. Ventilation not required when ground surface Is covered with an approved vapor retarder, the perimeler walls are insulated and the space is conditioned. $8) Ceiling joists used or collar beams to be nailed with (8) 10d common nails at the joist rafter connection unless otherwise shown. $9) Floor to floor tension ties (Simpson CS 20 x 36") to be installed every $2" around house perimeter holding second floor studs to first floor studs unless otherwise shown. Partially Enclosed Buildings to have floor to floor tension ties every stud. Tension ties to be located on each side of door or window openings over 4' and within 2' from att corners unless otherwise shown. (9) Bd nails to be insfaged af each end, 40) Double LVL's or dimensioned lumber shall be installed around all fireplace, stair openlngs and skylights wtih connector hardware. 41) Cathedral or vaulted ceilings to have air-venting baffles on underside of roof running continuous from soffit to roof veal 42) All crickets to have minimum pitch of ~' per foot. 43) Joist hangers shall be used on all flush headers. 44) All framing on or near wafer should be fastened with hot dipped galvanized or stainless steel nails and fasteners. 45) All exterior walls to be 2"X6" - 16" c.c. construction all inferior walls to be 2"X4" - 16" .c. construction All subfioors fo be ~' TkG APA rated plywood. All wall sheafing fo be CDX APA rated plywood~ FOUNDATION DRAINAGE E WATERPROOFING Site to be sloped away from house ~' per foot for 10'. Foundation wall waterproofing to be Tuff-N-Dry STRUCTURAL STEEL Code for fabrication fo be American Institute of Steel Construction (AISC) gth Edition. WINDOW & DOOR SPECIFICATIONS Windows and doors are to meet or exceed the specifications listed below: NFRC certified and labeled. Window and Door Manufacturers Association (WDMA) 1.5.2. California Energy Commissioners (C.E.C.) Air Infiltration Standards. Maximum U-Factor rating of 0.33. Maximum Solar Heat Gain Coefficient of 0,26. Minimum Visible Light Transmittance Rating of 0,53. Residential Code of New York State, Design Pressure (DP) rated per Table R$01.2 (2) for 120 miles per hour $ second gust for walls in zone 4 & 5 for exposure C (enclosed). All windows fo achieve a minimum DP rating of 50. ResidenBal Code of New York State, Section R613 Exterior Windows and Gloss Doors (enclosed). Glazing that receives positive external pressure shall be impact resistant or protected with an impact resistant covering or building designed as a partially enclosed structure. BATT INSULATION: R-SO @ ALL ROOFS AND CEILINGS. R-19 @ ALL EXTERIOR WALLS, R-21 @ ALL INTERIOR FLOORS U.O.N. ROOFING: I. ROOFING TO MATCH EXISTING GARAGE EXCEPT AS NOTED ON DRAWINGS EXTERIOR DOORS AND WINDOWS: 1. FURNISH AND INSTALL WINDOWS AND DOORS AS SHOWN IN THE DRAWINGS~ WITH ALL APPROPRIATE BLOCKING, ANCHORAGE, AND HARDWARE, ETC. AS REGU'D. FDR A COMPLETE AND PROPER INSTALLATION, VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ORDERING. INTERIOR O00RS: INTERIOR BOORS AS SHOWN ON DRAWINGS, FURNISH AND INSTALL WITH ALL APPROPRIATE BLOCKING, ANCHORAGE, & HARDWARE, ETC. AS REOU'D. FOR A COMPLETE AND PROPER INSTALLATION OF THE WORK. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ORDERING. DOOR HARDWARE: I. ALL HARDWARE TO BE PROVIDED BY OWNER DRY~AL~ I. DRYWALL TO BE 1/2" THICK GWB. FOR WALLS &: CLGS. UNLESS OTHERWISE NOTED. 2. PROVIDE I/2" THICK WOHDERBOARD OR EOUAL @ ALL BATHROOMS 3. PROVIDE 5/8" TYPE "X" FIRE RATED GWB. WHERE REO'D. BY STATE CODE 4. ALL WALLS & CLGS. TO HAVE A 3 COAT TAPE & SPACKLE JOB INCLUDING CLOSETS PAINTING & FINISHING: I, INTERIOR WALLS TO REClEVE ONE COAT PRIMER AND 2 COATS LATEX, BENJAMIN MOORE OR EOUAL. COLORS TO BE SELECTED BY OWNER PLUMBING: 1. ALL WORK TO BE PERFORMED BY A LICENSED & INSURED CONTRACTOR 2. PROVIDE AND INSTALL ALL PIPING, FIXTURES, FITTINOS, VENTING, TRAPS, ETC. AS REOUIRED FOR PROPER INSTALLATION OF THE WORK AS SHOWN ON THE DRAWINGS. 5. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS, 4. HOT ANB COLD WATER PIPING SHALL BE TYPE "L" RIGID COPPER WITH WROUGHT COPPER FITTINGS 95-5 SOLDERED. SUPPLY LINES TO BE TYPICALLY I/2" WHERE APPLICABLE. 5. SO/L, WASTE, AND VENT PIPING TO BE P.V.C., IN ACCORDANCE WITH APPLICA?LE CODES AND REGUL4TIONS. 6. ALL FIXTURES TO BE PROVIDED BY OWNER HEATING: I. ALL WOrK TO BE PERFORMED BY A LICENSED & INSURED CONTRACTOR 2. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 3. SYSTEM TO MATCH EXISITNG ELETRICAL: 1. ALL WORK TO BE PERFORMED BY A LICENSED & INSURED CONTRACTOR 2. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS. No. ISSUES + REVISIONS Date FERRO RESIDENCE NEW SUFFOLK, NEW YORK SPECIFICATIONS Job No. Scate: Sheet No. 0703 N/A - AC .2 ACV 04.26,07 30) Welded wire mesh should be posltloned In the top 2" of the slab. Flat sheets to be used wtih on overtop of 1'. JAMES MERRELL ARCHITECTS P.C. 66 MNN STREET SAG HARBOR, NEW YORK 119E3 631725-9~2 NAILING SCHEDULE Joint Descflpllon I Nail Sizes Nail Spadng ROOF FRAMING Ratter fo Top Plate (Toe-nailed) 5 - 8d per rafter Ceiling Joist to Top Plate (Toe-nailed) ,1 - Bd per Joist Ceiling Joist to Parallel Rafter (Face-nailed) 5 - 16d each lop Ceiling Joist Laps over Partitions (Face-no/led) 4 - 16d each lap Collar Tie to Ratter (Face-nailed) 2 - 6d per tie Bl~cklng fo Rafter (Toe-nailed) 2 - 8d each end Rim Board to Rafter (End-nailed) 2 - 16d each end WALL FRAMING Top Plate to Top Plate (Face-nailed) Top Plates at intersections (Face-nailed) Stud to Stud (Face-nailed) Header to Header (Face-nailed) Top or BeNom Plate to Stud (End-nailed) 2 - 16d~ 4 - 16d 2 - 16d 16d 2 - 16d 2 - 16d 2 - 16d per foot Joints-each side 24 o,c. along edges per 2x4 stud per 2x6 stud per 2xB stud Bottom Plate to Floor Joist, BandJoief, Endjoist or Blocking (Face-nailed) 2 - 16d u per foot FLOOR FRAMING Joist to Sill , Top Plate or Girder (Toe-nailed) 4 - 8d per joist Bridging to Jo[st [.Toe-nailed) 2 - 8d each end Blocking to Joist '(Toe-noile~) 2 - 8d each end Blocking fo Sill or Top Plate (Toe-nailed) 3 - 16d each block Ledger Strip fo Beam (Face-nailed) ,t - 16d each joist Joist an Ledger to Beam (Toe-nailed) ,1 - Bd per joist Band Joist to Joist (End-nailed) 3 - 168 per joist Band Joist fo Sill or Top Plate (Toe-nailed) 2 - 16d ~ per foot ROOF SHEATHING Structural Panels 8d 4" D.C. perimeter zone other 6"o.c. edges of panel , rE" D.C. interior of panel x 6 or I x 8 2 - 8d per suppofl I" x 10" or wider 3 - 88 per support CEILING SHEATHING Wallboard 5d I 7" edge / 10" field Oypsum WALL SHEATHING 8d Structural Panels Fiberboard Panels 7/ IB" 25 / 32" Gypsum Wallboard Hardboard Partlcleboard Panels Diagonal Hoard Sheathing I'' x 6" or 1" x 8'' l' x 10" or wider 6d 8d 5d 8d 6d 2-8d 3-8d FLOOR SHEATHING Structural Panels I" or less I" 8d 6~, edge ~ 1.2.," field greater than 1Od 6 edge ~/ 6 field Diagonal Board Sheathing t" x 6" or t'' x 8" 2 - 8d per support 1" x 10" or wider 3 - 8d per support (see table 33) $" edge / 6" field ,1" edge / 6'' field 7" edge / 10" field (see table 33) (see table '1.9) per support per support i Hailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed ,1" on-center af the panel edge to obtain higher shear capacities , nailing requlr'ements for structural members shall he doubled , or aRernate connectors , such as shear plates , shall be used to maintain the load path. 2 When wall sheathing ts continuous over connected members , the tabulated number of nails shall be permitted to be reduced to I - 16d nail per foot. DESIGN CRITERIA: GROUND SNOW LOAD - 45 PSF. FIRST LEVEL - 40 PSF. L,L, LIVING AREAS - 40 PSF. L.L. BEDROOMS - 30 PSF. L,L, WIND SPEED - 120 MPH SEISMIC DESIGN CATEGORY - g WEATHERING - SEVERE FROST LINE DEPTH - '16'' TERMITE - MODERATE TO HEAVY DECAY- SLIGHT ICE SHIELD UNDERLAYMEHT REOUIRED - YES DESIGN CRITERIA: DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FOR t + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. WINDOWS - GLAZED OPENING FOR NEW CONSTRUCTION , EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E 1886-97 AND ASTM E 1996-99 OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED. NEW STRUCTURES LOCATED WITHIN ONE (I) MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING TO WINO ZONE III, MISSILES DEFINED IN PARAGRAPH 6 OF ASTM E 1996-99, GLAZING CONFORMING TO WIND ZONE U, MISSILES CAN BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. PROTECTIVE PANELS TO BE PROVIDED FOR ALL AREAS BY: A - CLEAR SHIELD HURRICANE + SECURITY PANELS - 651 - 287 5060 OR B - QUICK GUARD STORM PANELS. 63/ - 287 5,11,110 OR C - PLYWOOD PANELS AS PER CODE PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM 1886· A5 NOTED IN NYS RESIDENTIAL CODE. - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS m X 6 TIE 0 EACH RAFTER IN USU OF STRAP. UNDERLAYMENT REQUIRED POSI~ON ~URRICANECLIP. SIMPSON SIMPSON H2 HURRICANE CUP NA[EB FROM RAFTER TO STUD. TYPICAL ALL RAFTERS. (5) 88 NAILS E ACH END. 8d COMMON NAILS ~ 4'' O.C. AT EXTERIOR EDGE OF ALL SHEATHING APL RATED PLYWOOD T~ EXTEND TO TOP OF TOP PLATE MST27 0 STUDS WI (4) 8d NAILS @ 48" O.C. EACH END TYP, MST37 METAL STRAP @JACK POST wi(4) ad NAILS EACH END TYP, DOUBLE 2X60 16' STUDS SHEATHING TO COVER LAP BOX BEAM - TOP AND BOTTOM :HEADER MST27 I 1/2" WIDE - 20 G. METAL STRAP 0 48" ~ MAXIMUM. WRAP & NAIL (4) 4d NAILS AROUND SILL PLATE AT ANCHOR 8aLT (2) # 5 REBAR SEE FOUNDATION DWG. -- FOR DESIGN ~STZ7 I I/2" WIDE - 20 GAGE METAL STRAP ~ 4*8'' O,C, + 12'' FROM EACH CORNER WRAP AROUND SILL PLATE. ROVID£ (4) 8d NAILS INTO SILL PLATE. SHEATHING TO SILL PLATE 8d NAILS # 4" O.C. SILL PLATE ACQ TREATED. X 12" A,B. 0 48" O,C. W/ FENDER WASHER. OF FOUNDA~ON SECTION DIAGRAM ELEVATION DIAGRAM HOLD DOWN AND SHEAR CONNECTION CRITICAL PATH GABLE RBOFS 0 0<10 HIP RODFS 100< O ( $0 0 PROWDE 6dfiOMMONNAILS @ 4" ~ AT ~GH PRESSURE ZONE. @ 6'' 0,~ AT ALL OTHER POR~OHS OF THE ROOF TYP. 100< ~] <.45 0 NAILS @ 4 O.C. AT PERIMETER iNTER/OB PROWDE 8d " POR~ONS OF PANELS IN HIGH PRESSURE ZONES. GA3LE RBE]FS NOTE: a = 4 FT, IN ALL CASES 2 X 6 STUD WALL ' BTRAP TO STUD w/ (4) NAILS 2 X 6 TREATED SILL PLATE (2) #5 REBAR 5/8'' DIA. x12' A.~ 04B"~- O.C. - TYP. +12" FROM EACH CORNER, W/FENDER WASHER. yLYWOOD SHEATH/ GAU~. METAL STRAP + 12" FROM EA~ WRAP AROUND $~ (4) 8d NAILS INT NAIL SHEATHING 8d O~ SILL SEAL. GR~OE 6'' MIN. TOP OF CONC. · "'" WATERPROOF ALL "., ' BELOW GRADE (TYP.) 4" CONC. SLAG W/6X6 #1o/#~o WWM P) # CONTINUOUS PC. FF UNDISTURBE~ SET 56" BEi- NAILING DIAGRAM FOR COMPONENT AND CLADDING PRESSURE ZONES FOUNDATION SECTION DIAGRAM / / / / / / / / / / / / L CONSTRUCTION PROPOSED NEW PORCH 3OTPRINT 1 Site Plan I11 PERMIT I t0'03'07 I No. ISSUES + REVISIONS Date FERRO RESIDENCE NEW SUFFOLK, NEW YORK SITE PLAN Job No. Scale: Sheet No. 0703 1"=20' ACV 0426.07 JAMES MERRELL ARCHITECTS P.C. 66 MAIN STREET SAG HARBOR, NEW YORK 11963 631 725-9842 BASEMENT FLOOR PLAN STAIRWAY ~TO BE DEMOLISHED NO. ISSUES + REVISIONS Date FERRO RESIDENCE 300 JACKSON STREET, NEW SUFFOLK, NEW YORK FOUNDATION DEMOLITION PLAN Job No. Scale: Sheet No. 0703 1/4"= 1'-0" P.M. Date: [ · JFH DATE JAMES MERRELL ARCHITECTS P.C. 66MAINSTREET SAG HARBOR, NEWYORK 11963 631 725-9842 $ALYAO£ D OOO -- OOO L_ SALVA$£ Wli~DOW I SALVAGE WINDOW ~TO BE D£MOUSN£O No. ISSUES + REVISIONS Date lsf FLOOR FERRO RESIDENCE 300 JACKSON STREET, NEW SUFFOLK, NEW YORK 1st FLOOR DEMOLITION PLAN Job No. Scale: Sheet No. 0703 1/4" = %0" P.M. Date: A'.2 AV DATE JAMES MERRELL ARCHITECTS P.C. 66MAINSTREET SAGHARBOR, NEWYORK 11963 631 725~gB42 CL DOOR BEDROOM REMOV£DOOR CL BEDROOM DOORS CL OORS STAIR HALL REMOVE DOOR REMOVE DOOR __ REMOVE FIXTURES BATH CL RED ROOM REMOVE DOOR BEDROOM DOORS STUDY REWOVE 1. 2nd FLOOR CL ~ TO BE D£MOUSH£D No. ISSUES + REVISIONS Date FERRO RESIDENCE 300 JACKSON STREET, NEW SUFFOLK, NEW YORK 2nd FLOOR DEMOLITION PLAN Job No, Scale: Sheet No. 0703 1/4" = 1'-0" A,, ~'~ ?. M. Dat~: · ~ [ JFH DATE JAMES MERRELL ARCHITECTS P.C. 66 MAIN STREET SAG HARBOR, NEWYORK 11963 631 725-9842