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HomeMy WebLinkAbout33445-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEP~RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33293 I~te: 09/24/08 THIS CERTIFIES that the building NEW DWELLING Location of Property: 825 SMITH DR S SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 76 Block 2 Lot 30.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 21, 2007 pursuant to which Building Permit No. 33445-Z dated OCTOBER 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 ONE FAMILY DWELLING WITH FRONT PORCH, REAR DECK AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to ROSEANNE M GORGONE (OWNER) of the aforesaid building. SUFFOI,~ C~D~ DEP~T~T OF }~J~TH ~PPRO~3%L R10-06-0097 08/26/08 EI~-rRIC~J~ CERTIFIC3k~ NO. 3058569 09/10/08 PL~S CERTIFIC3%TION DASD 07/29/08 PECONIC PLL~MBING & HEAT Rev. 1/81 ..O?T APPLICATION FOR cERTIFICAT/6 OF OCCUPANCY This application mnst be filled in by typewriter or ink and submitted to th~ Building Depa~ment with the following: A. For 1. new building or new use: Final survey ofprop~ty with accurate location of all buildings, propen'y lines, streets, and unusual natural or topographic features. 2. Final Approval from H~alth Dept. of water supply and seaverage-dispusal (S-9 form). 3. Approval ofel~rical inntallation from Buard of Fire Underwhters. 4. Sworn statement from plumber c~dfying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a eea'lifieato of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For exis~ling buildings (prior to April 9, 1957) non-ennformin~ usea, or.building~ and "pre-exlsfing" land uses: 1. Accurate survey of property showing all property lines, streets, building and-unusual ~atuml or topographic features. 2. A properly completed application and consent to inspeet signed by the applicant. If a. Cert/ficate of Occupancy is denied, the Bu/lding Inspector shall state the reasons therefor in writing to the applicant. C. Fees .1. Certi~ate~f~ccupan~y-Newdwe~ing$25.~Additi~nst~dw~ing$25.~A~terati~nst~dw~mg$25.~ Swimming pool $25.00, Accessory building $25.00, Additions to access6ry building $25.00, Bnsinesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certifieate of Occupancy- $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Cea~tifieate of Occupancy - Residential $15.00, Commercial $15.00 Old or Pre-existing Building: New Construction: Location of Property: ,/ House No. Street Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Subdivision Date of Permit. Date_ iqq- Block Permit 3%qq( Heslth'Dept. Approval: planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ (check one) Hamlet Filed Map. APplicant: Underwriters Approva!~ Final Certificate: / ' ' (chine) 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 O & S ELECTRICAL CONTR. NICHOLAS & ROSANNE GORGONE FA P.O. BOX 215 825 SMITH DRIVE SOUTH FA SOUTHOLD, NY 11971, SOUTHOLD, NY 11971 Located at 825 SMITH DRIVE SOUTH SOUTHOLD, NY 11971 -~ ~. ~ FA Application Number: 3058569 Certificate Number: 3058589 FA Section: Block: Lot: Building Permit: 0 BDC: ns11 FA ~ Described as a Residential occupancy, wherein the premises electrical system consisting of FA ~ electrical devices and wiring, described below, located in/on the premises at: ~ Basement, First Floor, Attached Garage, Outside, ~ A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed FA ~ herein, was conducted in accordance with the requirements of the applicable code and/or standard FA ~ 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 tOth Day of September, ~ Name QTY Rats Rating Circuits Tv~e ~ Alarm and emergency equipment Sensor I 0 0 CarMon/Smoke  Sensor 4 0 0 Smoke Appliances and Accessories FA Air Conditioner 2 0 Above 1500 BTU ~ Dish Washer I 0 1,2 KW FA Exhaust Fan 3 0 F.H.P ~. Furnace 1 0 Gas r~ Service ~ Service Disconnect: 0 200 cb I~ Sen~ice I Phase3w Sen/ice r~ Rating200Amperes i Wiring And Devices AFCl 3 0 Fixture 7 0 Fluorescent ~ Fixture 68 0 Incandescent ~ Multi Outlet System 8 0 i Outlet 75 0 Fixture ' Outlet 98 0 Gen, Continued on Next Page I of 2 li This certificate may not be altered in any way and is validated only by the presence a of 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, NICHOLAS & ROSANNE GORGONE P.O. BOX 215 825 SMITH DRIVE SOUTH SOUTHOLD, NY 1 1 971, SOUTHOLD, NY 11971 Located at 825 SMITH DRIVE SOUTH SOUTHOLD, NY 11971 Application Number: 3058569 Certificate Number: 3058569 Section: Block: Lot: Building Permit: 0 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, ARaehed 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 in compliance therewith on the 10th Day of September, 2008. Name QTY Rat__~e Rating Circuits T¥1~ Paddle Fan 5 0 Receptacle I 0 20a-laundry ,Appliance Receptacle I 0 30a DP/er Receptacle 14 0 GFCI Receptade 48 0 Gen, Purpose Switch 56 0 Gen, Purpose 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 location indicated. Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. ~ ~.~,~ qq,.,~--- Owner: ~r9 5 W__.~ffl~eas~ print. )~ . G O v'~¢ t5/,,'[ Pl~ber: 0 ~ ~ ~ (please print) ~ lead. I certify that the solder used in the water supply system contains less than 2/10 of 1% Sworn to before me this /.mb'ers Si n 45 -- day of ~[J':y , 20~ ~" NotaryPublic,-~'~1~ Cotmty WCIQ L LOPER ~, 01L06070081 308 East Meadow Aveau¢ East Meadow, NY 11554 Office: (516) 794-0400 (631 )396-7474 Fax: (516) 794-5854 Websi*~: www.electricalinspec tots.corn Emil: info~electrlcalinspectors.¢om Mail To: Amaris Electric Bemardo lmbrosciano 2 North Equestrian Court Hauppauge, NY 11788 License#: 4001-ME llqc. Certificate Number: 08-3939 Municipality: Southold, Town Of Inspector: 124 lssue Date: 6/10/2008 Property Address: ~ Gorgone [ [~ 825 Smith Drive South~ 'n~ Southold, NY~~V/~ ELECTRICAL APPROVAL CERTIFICATE Section: 76 Block: 2 Lot: 30.1 AREAS LISTED BELOW ARE APPRO~/ED//~ INSPECTION Solar Photovoltaic System lncluding: 4~)Inverter, 60Amp Single Phase/VC Disconnect. * Richard M. Bivone l~esident Philip F. Goehring Chief Electrical Inspector ~ ' I 1. ELECTRICAL INSPECTORS, INC. is not responsible for the existing conditions at the subject premises. 2. ELECTRICAL INSPECTORS, INC. is not responsible for corrections, upgrading or replacement of existing electrical violations at the subject premises. Any corrective work shall be solely the responsibility of the property owner. ELECTRICAL INSPECTORS, INC. DOES NOT WARRANTY OR UNDERWRITE THE ELECTRICAL CONDITIONS AT THE PREMISES. 3. ELECTRICAL INSPECTORS, INC. only recognizes the National Electric Code, Building Code of the State of New York all Volumes and Local Municipal Codes, as Authorized by The Department of State Codes Division, via Village, Town or City Board Resolution. 4. AN ELECTRICAL SURVEY consists of a visual examination of the premises ONLY: Electrical Inspectors Inc. will comply with the requirements of NFPA 73, latest edition Chapter I, Section 1-1, 1-2. If violations exist, a Notice of Violation (NOV) will be issued requiring correction by a licensed electrical contractor. After the violation has been corrected, a re-inspection will be conducted and if approved a certificate shall be issued. 5. A SURVEY CERTIFICATE does not examine the actual wiring or devices unless all xyalls are opened and wires and devices are exposed prior to the survey being conducted. 6. A CERTIFICATE is non-transferable. 7. AN ELECTRICAL INSPECTION consists of an examination of wiring and installations during the rough stages of construction. After completion of the construction a final inspection will be conducted at which time a certificate will be issued provided no violation exist. In the event no inspection is requested during the rough stages of construction ELECTRICAL INSPECTORS, INC. will perform a CLOSED WALL SURVEY that consists ora visual inspection of the wiring and installations only. Since access is limited, ELECTRICAL INSPECTORS, INC. shall bear no responsibility for any defects or violations at the promises. 8. ELECTRICAL INSPECTORS, INC. shall not be responsible to remove any walls in order to conduct an electrical inspection. 9. ELECTRICAL INSPECTORS, INC. will only release information, certificates and repons to the applicant after payment for services rendered have been paid in full. 10. ELECTRICAL INSPECTORS, INC. assumes no liability for the results of its inspections. 11. The agreement may not be changed orally. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPkRTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PEPd~IT NO. 33445 Z Date OCTOBER 3, 2007 Permission is hereby granted to: for : ROSEANNE M GORGONE DEMOLITION & CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, FRONT PORCH & REAR DECK AS APPLIED FOR at premises located at 825 SMITH DR S SOUTHOLD County Tax Map No. 473889 Section 076 Block 0002 Lot No. 030.001 pursuant to application dated SEPTEMBER 21, 2007 and approved by the Building Inspector to expire on APRIL 3, 2009. Fee $ 2,090.00 Authorized Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] IN~SSULATION [ ~i~NAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE~INSPECTOI-~ TOWN OF SOUTHOLD BUILDING DEPT. 765-t802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION2ND [ ]I~LATION / [ ] FRAMING / STRAPPING [I/] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ~ATION [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ~STANT PENETRATION REMARKS: --~~~-~- ~ 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 ~'FIRE RESISTANT PENETRATION REMARKS: F~''~ ~'~-"~- DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST ~/ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: DATE ~/'~,--,~ o ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOU/,~'ATION 1ST [ ] ROUGH PLBG. [ ] F/OUNDATION 2ND [ ] INSULATION / [v/] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~.~I~J~ ~ DATE /7~/:~?- INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION ~FRAMING~ [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE -~ _/~L.. ~ ~ iNSPECTOR.S. ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ]ROUGH PLBG. [ ]~UNDAT~ [ ]INSULATION FRAMING~~ [ ]FINAL FIREPLAG'~'~,-P, HIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FO~INDATION 1ST [ [ ;./]~FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION REMARKS: ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 FO U.DATNSPECTION ION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined Approved Disapproved a/c /0/,~ ,2007 to/5,2007 PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the follO~ng, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey_ Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: Building Inspector Phone: APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS ,20 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on promises, relationship to adjoining premises or public streets or ~reas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit oe 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 ~s a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of '--~asuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as heroin 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) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises )t~"~'O.~:x ~ ;//Z ,~ ~ '~ ' ' (As'on the tax roll or latest2[e~d) -- If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location o~land on which proposed work will .be done: House Number Street Hamlet County Tax Map No. 1000 Section Subdivision (Name) ~, ~,~ Lot : 'l ~ Filed Map No. Lot 2. State existing use and occupancy of premises, and intended use and o~cupancy of proposed construction: a. Existing use and occupancy / b. Intended use and occupancy 3. Nature of work (check which applicable): New Building ..~>~-~ Addition Alteration Repair Removal Demolition ~ Other Work ~,~ / (Description) 4. Estimated Cost ~ Fee / (To be paid on filing this application) 5. If dwelling, number of dwelling units ~~f~ dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front _'2~,~ i~--, Rear Height } t-I ~ ~" ' Number Of Stories Dimensions of same structure with alterations or additions: Front Depth Height 8. Dimensions of entire new construction: Front ~)' Rear Height ,-2 ~ ~ ?~"r/'r~ Y--f~e~Number of Stories I 9. Size oflot: Front /(Z)f I Rear J~)/ Depth Depth Number of Stories Depth Rear 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated '~Q-)~' ~[ f) - 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ,'~ 13. Will lot be re-graded? YES /,4" NO Will excess fill be removed from premises? YES NO ~' 14. Names of Owner of premises~r'~ddress~Phone No. Name of Architect '~r2~ .,1 ~')/O/F~ Address'~,~.C~?~ Name of Contractor Address 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIR~. ""'"'x b Is th~s property w~th~n 300 feet ofa t~dal 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 prowde topographical data on survey). I STATE OF NEW YORK) ss: COUNTY OF '~tj,cFt2~ ) ~,ff//~ Z.J//'~/..,~g>jf,~) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are 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. S~,orn to before me thj, s &\~t- day of~/2:~i~ 20 '' f ~ot ~blic MIC~kE L NOT~Y ~BLIC - ~TA~ NO. 01~A6~71 Signature of Applicant Town Of Southold P.O Box 1179 Southold, NY 11971 Date: 09/21/07 * * * RECEIPT * * * Receipt#: 3782 Transaction(s): 1 1 Septic Permit - Construct - Resid. Reference 3742 Subtotal $10.00 Check#: 3782 Total Paid: $10.00 Name; Nielsen, Eric Po Box 93 Mattituck, NY 11952 Clerk ID: MICHELLE Internal ID: 3742 · ' ITECNOLOGIES September 20, 2007 Town of Southold Building Department Southold, N.Y. 11952 Re: New Construction Nick & Rosanne Gorgone 825 Smith Drive South Southold, N.Y. 11971 Per requirements by New York State Residential Construction Code we certify that the design criteria is done per prescriptive design. All of the load calculations and structural plans comply with all of New York Construction Code based on (AF&PA) for One-Family Dwelling to the best of our knowledge. if you have any questions please contact our office at (631) 298-1129. Thank you for your time and consideration, REScheck Software Version 3.7 Release 1 Compliance Certificate Project Title: GORGONE RESIDENCE Report Date: 10103/07 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: 19% Heating Degree Days; 5750 Construction Site: 825 SMITH DRIVE SOUTH T.M. # 1000-76-02-30.1 SOUTHOLD, NY 11971 Owner/Agent: NICK & ROSANNE GORGONE 1132 CAMPAGNOLI AVE COPIAGUE. NY 11726 631-842-1726 Designer/Contractor: FRANK NOTARO R.A. ARCHITECNOLOGIES P.O. BOX 93 MATTITUCK, NY 11952 631-298-1129 Permit # Permit Date Ceiling 1: Flat Ceiling or Scissor Truss: Wall 1: Wood Frame, 16" o.c.: Door 1: Solid: Door 2: Glass: Basement Wall Window 1: Yin Window 2: Vin Window 3: Vin Window 4: Vim Window 5: Vi~ Window 6: Vir Window 7: Vir Window 8: Vir Window 9: Vir Window 10: Vin Window 11: Vin Window 12: Vin Window 13: Vin Window 14: Vin Window 15: Vin Window 16: Vin Window 17: Vin Window 18: Vin Window 19: Yin Window 20: Yin Window 21: Yin Window 22: Vin Window 23: Vin Solid Concrete or Masonry: I Frame:Double Pane with Low-E: I Frame:Double Pane with Low-E: I Frame:Double Pane with Low-E: I Frame:Double Pane with Low-E: I Frame:Double Pane with Low-E: I Frame:Double Pane with Low-E: I Frame:Double Pane with Low-E: I Frame:Double Pane with Low-E: I Frame:Double Pane with Low-E: ~1 Frame:Double Pane with Low-E: ,~ Frame:Double Pane with Low-E: ,I Frame:Doub[e Pane with Low-E: ,I Frame:Double Pane with Low-E: ~1 Frame:Double Pane with Low-E: ~ Frame:Double Pane with Low-E: Frame:Double Pane with Low-E: Frame:Double Pane with Low-E: Frame:Double Pane with Low-E: Frame:Double Pane with Low-E: Frame:Double Pane with Low-E: Frame:Double Pane with Low-E: Frame:Double Pane with Low-E: Frame:Double Pane with Low-E: GORGONE RESIDENCE 2016 1885 14 61 1674 4 4 4 17 5 13 13 13 3 3 3 28 28 28 28 3 3 3 3 30 30 6 6 19.0 11.0 17.0 38.0 21.0 9.0 34 78 0.045 1 0.310 19 161 0.330 1 0.330 1 0.330 1 0.330 6 0.330 2 0.330 4 0.330 4 0.330 4 0.330 1 0.330 1 0.330 1 0.330 9 0.330 9 0.330 9 0.330 9 0.330 1 0.330 1 0.330 1 0.330 1 0.330 10 0.330 10 0.330 2 0.330 2 Page 1 of 7 Window 24: Vinyl Frame:Double Pane with Low-E: Window 25: Vinyl Frame:Double Pane with Low-E: Window 26: Vinyl Frame:Double Pane with Low-E: Window 27: Vinyl Frame:Double Pane with Low-E: Window 28: Vinyl Frame:Double Pane with Low-E: Window 29: Vinyl Frame:Double Pane with Low-E: Window 30: Vinyl Frame:Double Pane with Low-E: Window 31: Vinyl Frame:Double Pane with Low-E: Window 32: Vinyl Frame:Double Pane with Low-E: Floor 2: All-Wood Joist/Truss:Over Unconditioned Space: Floor 2 copy 1: Ail-Wood Joist/Truss:Over Unconditioned Space: Boiler 1: Gas-Fired Steam: 75 AFUE Air Conditioner 1: Electdc Central Air: 13 SEER 45 0.330 15 9 0.330 3 14 0.330 5 14 0.330 5 3 0.330 1 3 0.330 1 3 0.330 1 4 0.330 1 5 0.330 2 2016 11.0 21.0 56 2016 11.0 21.0 56 and g plans, specifications, this permit application. The proposed systems have been designed to meet the New York uirements. When a Registered Design Professional has stamped and signed this t of his/her knowledge, belief, and professional judgment, such plans or specifications are in Company NameI Date -_- FAMILY RESIDENCE WITH ATTACHED 2-CAR GARAGE. GORGONE RESIDENCE Page 2 of 7 REScheck Software Version 3.7 Release 1 Inspection Checklist Date: 10/03/07 Ceilings: ~1 Ceiling 1: Flat Ceiling or Scissor Truss, R-lg.0 cavity + R-38.0 continuous insulation Comments: Above-Grade Walls: Wall 1: Wood Frame, 16" o.c., R-11.0 cavity + R-21.0 continuous insulation Comments:. Basement Walls: [] Basement Wall 1: Solid Concrete or Masonry, 8.0' hr/6.5' bg/2.0' insul, R-17.0 cavity + R-9.0 continuous insulation Comments: Extedor insulation must have a dgid, opaque, weather-resistant protective covedng that covers the exposed (above~jrade) insulation and extends at least 6 in. below grade. Windows: Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Comments: Yes No [] Window 2: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Comments: Yes No [] Window 3: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? __ Comments: Yes __ No [] Window 4: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? __ Comments: Yes __ No [] Window 5: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Comments: Yes No [] Window 6: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 7: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No Window 8: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without ~abeled U-factors, describe features: #Panes Frame Type Thermal Break? GORGONE RESIDENCE Yes No Page 3 of 7 Comments: Window 9: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Comments: Yes __ No [] Window 10: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors1 describe features: #Panes Frame Type Thermal Break? Comments: _ Yes__No [] Window 11: Vinyl Frame:Double Pane with Low-E, U-factor: 0,330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Comments: Yes No [] Window 12: Vinyl Frame:Double Pane with Low-E U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Comments: Yes No Window 13: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Comments: Yes No [] Window 14: Vinyl Frame:Double Pane with Low-E U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? __ Comments: Yes No [] Window 15: Vinyl Frame:Double Pane with Low-E U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Comments: Yes No [] Window 16: Vinyl Frame:Double Pane with Low-E U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? __ Comments: Yes No [] Window 17: Vinyl Frame:Double Pane with Low-E U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 18: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No Window 19: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 20: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 21: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Comments: _ Yes __ NO Window 22: Vinyl Frame:Double Pane with Low-E1 U-factor: 0.330 GORGONE RESIDENCE Page 4of7 For windows without labeled U-factors, descdbe features: #Panes Frame Type _ Thermal Break? Comments: [] Window 23: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Yes __ No Yes __ No Window 24: Vinyl Frame:Double Pane with Low-E U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Comments: _ Yes No FI Window 25: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes __ No [] Window 26: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Comments: FI Window 27: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: I~ Window 28: Vinyl Frame:Dooble Pane with Low-E U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: FI Window 29: Vinyl Frame:Double Pane with Low-E U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type . Thermal Break? Comments: Yes__No Yes __ No Yes No Yes__No [] Window 30: Vinyl Frame:Double Pane with Low-E U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes__No [] Window 31: Vinyl Frame:Double Pane with Low~E U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 32: Vinyl Frame:Double Pane with Low-E U-factor: 0,330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Comments: Yes __ No Doors: [] Door 1: Solid, U-factor: 0.045 Comments: [] Door 2: Glass, U-factor: 0.310 Comments: Floors: FI Floor 2: All-Wood JoistJTruss:Over Unconditioned Space, R-11.0 cavity + R-21.0 continuous insulation Comments: [] Floor 2 copy 1: All-Wood Joist/Truss:Over Unconditioned Space, R-11,0 cavity + R-21.0 continuous insulation GORGONE RESIDENCE Page 5 of 7 Comments: Air Leakage: [] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [] Recessed lights must be 1) Type lC rated, or 2) installed inside an appmpriata air-tight assembly with a 0.5" clearance from combustible materials, if non-lC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [] Required on the warrn-~n-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: [] Matadals and equipment must be installed in accordance with the manufacturer's installation instructions. I~ Materials and equipment must be identified so that compliance can be determined. [I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [.J Insulation R-values and glazing U-factors must be cleady marked on the buildir~j plans or specifications. Duct Insulation: [] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [] Return ducts in unconditioned attics or outside the building must be insulated to [] Supply ducts in unconditioned spaces must be insulated to R-8. [] Return ducts in uncor~iitioned spaces (except basements) must be insulated to R- I~1 Return ducts in unconditioned spaces (except basements) must be insulated to R-2. · Insulation is not required on return ducts in basements. Duct Construction: ri All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes· Tapes and mastics must be rated UL 181A or UL 181B. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g (500 Pa). ~1 The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [] Separate electdc meters are required for each dwelling unit. Fireplaces: Fireplaces must be installed with tight fitting non-combustible fireplace doors. Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: Water heaters with vertical pipe dsers must have a heat trap on both the inlet and outlet unless the water heater has an integrai heat trap or is part of a circulating system. Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non~epletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. GORGONE 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 Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0,5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Piping System Types Range(°F) 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 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Depar[ment Use Only) GORGONE RESIDENCE Page 7 of 7 TOWN OF SOUTHOLD I~OPERTY RE¢:ORD CARD OWNER FOR.MER OWNER STREET VILLAGE E W DISTRICT SUB. ACREAGE ,]~ L~O TYPE Of BUILDING RES. SEAS. ~ 0 VL. FARM LAND IMP. TOTAL DATE AGE NEW Farm Tillable 1 Tillable 2 Tillable 3 Woodland Swampland Brushland House PIo}"' Total NORMAL Ac re BUILDING CONDITION BELOW Value Per Acre COMM. J IND. J CB. MISC. Est. Mkt. Value REMARKS ~ ABOVE Value FRONTAGE ON WATER FRONTAGE ON ROAD BULKHEAD DOCK M. Bldg. Extension Extension Extension Breezeway ~0 Garage O.B ' Foundation Basement :ire Place / Patio Floors Interior Finish Heot Porch Roof Type Porch Rooms 1st Floor Rooms 2nd Floor Driveway Dormer ,/ 0 0 Town of Southold Erosion, Sedimentation & Storm-Water Run.off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M,#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A //.)£)C~ -~*; /'~;~ ~**~, / STORM-WATER, GRADINGf DRAINAGE AND EROSION CONTROL PLaN District Section BloCk Lot ' 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 Wilt this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? V/' ii (This item will include all run-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 AIl Proposed Drainage Structures Indicating Size & Location? ~///r'~ This Item shall nc ude a Proposed Grade Changes and Slopes Controlling Surface WaterFIowl Will this Project Require any Land Filling, Grading or Excavation where there isa change to the Natural Existing Grade Involving mare than 200 Cubic Yards of Matedal within any Parcel? Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? V- 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-Oft r'~ into and/or in the direction of a Town tight-of-way? ~ -- v any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the thslallation of Driveway Aprons,) Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercourse? r~ NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark In the Sox, a Storm-Water, Grading, Drainage & Erosion Control Plan is Requiled and Must be Submitted for Review Prior to Issuance of Any Building Permit EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural Project? ~ Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Requlred~ -- STATE OF NEW YORK, COUNTY OF...~.--5~...~'.P.~£,~(~¢. ................. SS That I .~..~. ~. J~.~l~.~,-~.t:7;,.~ . being duly sworn, deposes and says that he/she ts the apphcant for Pemfit, {Name of individual signing Oocumont) And that he/she is the .............. ..~...;~..~.):~.T... ........................................................... (Owner, Contractor, Agenl, Corporate Officer, etc.) Owner and/or representative of the Owner of Owner s, and's 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 Iris knowledge and belief; and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me tiffs; ............... ....~.....[.~ ............... day o ~~;L,3.., ........ 20.~...~ / FORM- 06/07 N~ ~ _J SURVEY OF PROPERTY A T BA YVIE~Y TO~N OF SOUTHOLD SUFFOLK COUNTY., N.Y. I 000- 76-0B-$0.I ~EPTE~BER 4, 2003 ~AN. I0~ ~008 ffoundetion~ AREA=15,000 SQ. FT. · :MONUMENT ANY ALTERATION OR ADDITION TO THIS SURVEY IS A ~40LATION OF SECTION 72090F THE NEW YORK STA17Z EDUCATION EXCEPT AS PER ~EC110N 7ROB-SUBDIVISION 2. ALL CERTIRCATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. LOT NUMBERS REFER TO "MAP OF GOOSE NECK" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON NOVEMBER 22, 1948 AS FILE NO. 1665. (~z¢) 765-5020 rAX P.O. BOX 909 ~2ZO ~A~LER STREET N 15.5 I- IOOD 9~?1, SEP,T, IC TANK · Ps 8 ~ x 4 deep WITH 3- ~"'~AND COLLAR 3' ABOVE GROUND WA 7ER SEPTIC SYSTEM CROSSECTION ELEVATIONS REFERENCED TO N.G. V.D. LOT NUMBERS REFER TO "MAP DF GOOSE NECK" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON NOVEMBER 22, 1948 AS FILE NO. 1663. ANY ALTERATION OR ADDIITON TO THIS SURVEY IS A t4OLATION OF SECTION 72090F THE NEW YORK STALE EDUCATION LAF~ EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERtiFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE S/GNA TURF APPEARS HEREON, om familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the ~ermit to construct. The location of wells and cesspmols shown hereon are from field observation' ~ or ~ data obtained from others. SURVEY OF PROPERTY ,4 T B,4 YVIE~ TO~N OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-7'6-02-30.1 ,..,qCALE: 1'=30' SE. P TEMBEt~ 4, 2003 OCTOBER 16, 2006 (PROPOSED HOUSE & B O.H INFO.) SUFFCLK CCUNTY DEPART;'~iENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A ~tNGLE FAMILY R.~S~DEUCE AND / McDONALD GEOSCIENCE ' ? , 49618 (~) 76~-~~~ P.O. Box B~ ~ =MONUMENT SOUTHOLD, EX/STING STRUCTURES NOT SHOWN. EXISTING STRUCTURES AND 5£t TIC SYSTEM TO BE REMOVED. S. C.D.H.S, REFERENCE NUMBER R- 10-06-0097 ELEVATIONS REFERENCED TO N.G. V.D. LOT NUMBERS REFER TO "MAP OF GOOSE NECK" F/LED IN THE SUFFOLK COUNTY CLERK'S OFF/CE ON NOVEMBER 22, 1948 AS FILE NO. 166J. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A ~WOLATION OF SEC170N 72090F THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBD/t4S/ON 2. ALL CERTIF1CA170NS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. Iorn familiar w/th the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will ob/de by the conditions set forth therein and on the perrn/t to construct. The location of we/Is and cesspools shown hereon ore from f~e/d observations and or from data obtained from others. A B ST 18' 28' LP1 J6' 47'I LP2 50' 55' LPJ 50' 46' SURVEY OF PROPERTY A T BA YVIEE' ~., TO'tN OF SOUTHOLD SUFFOLK COUNTY, N. K 1000-78-02.-30.1 SCALE: 1'--30' SEPTEMBER 4, 2003 OCTOBER 16, 2006 (PROPOSED HOUSE & B.O.H INFO.) SEPTEMBER 21, 2007 (DRY WELLS) AUGUST 6, 2008 (FINAL) RECEIVED AUG 1 8 2008 SUFF. CO, HEALTH SERVICE~ OFFICE OF WASTEWATER MC}i . ~ r,'O' / ~o/u/o~ ' ~ WA~ IN PA~ ~RO~ ~NE SAND AREA = 15, 000 SO. · =MONUMENT P.( FT. 123¢ SOUTHOLD, N. Y. 11971 LIC. NO. 496~ P.C. (631) 765- 179~ oo-3 4: -~ s.c.D.H.S. RE~'RENCE NUMBER ,~-,O-OS-OOgZ SURVEY OF PROPERTY £LEVA llONS REF£R£NC£D TO N.G. V,D. LOT NUMBERS REF£R TO "MAP OF GOOSE NECK" FILED IN TH£ SUFFOLK COUNTY CLERK'S OFFIC£ ON NOVEMBER 22, 1948 AS FILE NO. 1663. ANY ALTERATION OR ADDITION TO TI41S'5"UR~'Y IS A HOLA TION O~ 5~'CTION 720~0F THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 720§-SUBDl14SION 2, ALL CERTIFICA110NS HEREON ARE VAUD FOR THIS MAP AND COPIES THERE(~' ONLY IF SAID MAP OR COPIES 8£AR THE IMPRESSED SEAL OF THE SURWYOR WHOSE SIGNATURE APPEARS HEREON. I om familiar with the STANDARDS FOR APPROVAL 'AND CONSTRUC770N OF SUBSURFACE SEWAGE SYSTEMS FOR SINGLE FAMILY RESIDENCES will oblde by the condiflons set forth therein ond on the permit to construct, The Iocotion of wells and cesspools shown hereon ore from field observations ond or from dora obtained from others. AT BA YVIE~r TORrN OF SOUTHOLD SUFFOLK COUNTY, N.Y. moo-?e-o - ,oj ~~ 4, 200~ ~mBER 16, 2~ (PR~OSm H~SE & B.O.H INFO.> ~BER 21, 2~ (DRY AUGUST 6, 2~8 A ST 18' 28'I LPI 36' 47' LP21 50' 55' LP31 50' 46~ AREA--15~O00 SQ. FT, · =MONUMENT LIC, NO, 496~ P.C. P.¢ 125~ ~TREET[~1~ .~1~ SoU~OLD, N.× ~.~ ~-~-' GENERAL NOTES 1, ALL WORK PERFORMED SHALL BE IN COMPLIANCE WITH ALL FEDERAL, STATE & LOCAL BUILDING CODES AND ORDINANCES, 2. BEFORE COMMENCEMENT OF WORK, THE CMN'L, CONTRACTOR SHALL FURNISH OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS INVOLVED IN THE CONSTRUCTION. 3, THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SHOWN, 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE DRAWINGS UNLESS OTHERWISE NOTED. 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION, AND MISAUGNMENT ACCORDING TO TO ALL APPLICABLE CODES, 6, THE GEN'L, CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, & COSTS RELATED TO THE WORK OF THIS CONTRACT. GEN~-, CONTRACTOR SHALL INITIATE ALL REQUIRED INSPECTIONS OF ALL ~NORK'~OMPLETED UNDER THIS CONTRACT UNLESS OTHERWISE NOTED, ., . 7, THE SUB-CONTRACTORS SHALL AT ALL TIMES K~:EP THE PREMISES CLEAN AND ARE RESPONSIBLE FOR REMOVAL'~F ALL RUBBISH CREATED BY THEIR INDIVIDUAL TRADES UNLESS OTHERWISE NOTED, 8, ANY "EXTRAS" FOR ANY AND ALL FIELD CONDITIONS / SUBSTANTIAL CHANGES SHALL BE DOCUMENTED WITH THE COST OF APPROVED BY OWNER AND OR HIS AGENT BEFORE STARTING ADDITIONAL WORK, 9. DOUBLE FLOOR JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING PARALLEL TO THE FRAMING, PROVIDE DOUBLE HUB, JOISTS AT ALL OPENINGS. REFER TO CONSTRUCTION DWG'S. FOR SIZES, 10, ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONST. GRADE OR ED. 11, ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXT, SHEATHING, 12, THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK, ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. NOTE PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE DESIGN. ALL OF THE LOAD CALCULATIONS & STRUCTURAL PLANS COMPLY WITH ALL OF NL~N YORK CONSTRUCTION CODE BASED ON ( AF&PA ) FOR ONE-FAMILY DWELLING TO THE BEST OP OUR KNOWLEDGE. CONSTRUCTION LEGEND F///////I NEW EXTERIOR PARTITION - 2" X 6" WOOD STUD WALL W/1/2" CDX PLYWOOD, EXTERIOR SHEATHING ( 7~WEK WRAPPED & TAPED), PROV, 6'' EXPOSURE VINYL "CEDAR IMPRESSIONS" BY CERTAINTEED OR APP. ED, (~¢PICAL ALL AREAS). ALL EXTERIOR TRIM AS NOTED ON THE CONTRUCTION PLANS, /////~//I NEW INTERIOR PARTITION - 2" X 4" WOOD STUD WALL W/1/2" CDX INTERIOR SIDE - I LAYER 1/2" GYP. BD, SCREWED/TAPED BOTH SIDES. INTERIOR TRIM - 3 1/2" SQUARE POPLAR TRIM W/OGEE "ROUTE" ON ALL DOORS/WINDOWS 6" SQUARE POPLAR BASE W/OGEE "ROUTE", ALL WINDOWS W/BO~I'OM SILL, U.O.N. PROVIDE MOISTURE RESISTANT GYP. BD. (GREEN ED.) FOR ALL BATHROOM WALLS AND CLGS. PROVIDE CEMENT WALL BD. FOR ALL TILE LEGEND ~ 10" CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP. EQUAL, TILE BORDER W/2D" TILE ON A 46° TO BE INSTALLED OVER 1/2" CEMENT BOARD, U,O,N, WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN. ~ 6' X 6" CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP. EQUAL. TILE BORDER W/20" TILE ON A 45° TO BE INSTALLED OVER 1/2" CEMENT BOARD, U,O,N, WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN. INSULATION NOTES PROV, ADDITIONAL 3/4" FOIL FACED FOAM BOARD UNDER ALL NEEN CONSTRUCTION. NEW EXTERIOR WALLS; 2"X6" WOOD STUD, R-21 FOIL FA, HIGH DENSIT~ INSULATION BY 'CERTAINTEED~ OR APPROVED EQUAL, NEW A~FIC/ROOF; R-88 KRAFT-FA, INSULATION BY ~CERTAINTEED' OR APPROVED EQUAL. CRAWL SPACE: R-21 KRAFT-FA, INSULATION WITH PROPER WIRE TIES INTERIOR WALLS: R-21 BATT INSULATION GARAGE CEILING: R-21 KRAFT-FA, INSULATION W~TH PROPER WIRE TIES AC/H EATING NOTES PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION, PROVIDE TWO ZONE HEATING AND COOLING SYSTEM CONSISTING OF: ONE "BIASI" 5 SECTION CAST IRON BOILER WITH RIALLO BURNER, (SIZE AS REQUIRED), UNLESS OTHERWISE NOTED. PROV, 8" MIA. "ZERO CLEARANCE" FLUE ONE VAMGHN 70 GAL. INDIRECT HOT WATER HEATER, UNLESS OTHERWISE NOTED, ALL NECESSARY PIPING, CIRCULATORS, CONTROLS, ETC., AND ONE 275 GALLON FUEL TANK, UNLESS OTHERWISE NOTED, TWO "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER AIR HANDLERS UNLESS OTHERWISE NOTED, TWO "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER CONDENSORS UNLESS OTHERWISE NOTED, TWO HOT WATER COILS, CEILING/FLOOR OUTLETS AS PER ENGINEERING SPECIFICATIONS, ONE RETURN ON SECOND & FIRST FLOORS, NOTE: ADD ANTI-FREEZE TO ENTIRE SYSTEM, ELECTRICAL LEGEND NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES & REGULATIONS OF THE N,Y,B,F,U, AND A CERTIFICATE FROM THE N,Y B.F.U, IS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB, THE OWNER SHALL PROVIDE ALL SURFACE MOUNTED LIGHT FIXTURES, ALL OTHER ELECTRICAL EQUIP. TO BE SUPPLIED BY ELECTRICAL CONTRACTOR, ALL SWITCHES AND RECEPTACLES TO BE ~LUTRON', "DEQORA" COLOR T,B,D, RECESSED DOWNLIGHTS TO BE "LIGHTOLIER' OR APP. ED, TRIM - WHITE. NOTE: CONTRACTOR SHALL PROVIDE DIMMER SWITCHES FOR ALL RECESS. DOWNLIGHTS. VERIFY LOCATIONS OF ALL ELEC, DEVICES WITH CLIENT. DUPLEX ELECTRICAL RECEPTACLE (~DDDOUBLE DUPLEX ELECTRICAL RECEPTACLE ~soDUPLEX SEPARATE CIRCUIT RECEPTACLE ~6FIDUPLEX RECEPTACLE/GROUND FAULT INTERRUPT I~Fb DUPLEX FLUSH FLOOR ELECTRICAL RECEPTACLE $ WALL SWITCH $3 3-WAY WALL SWITCH 4-WAY WALL SWITCH SDs RECESSED DOOR ACTIVATED SWITCH ~ RECESSED DOWNLIGHT (100W)" LIGHTOLIER" OR APP. ED, ~ EXTERIOR RECESSED DOWNLIGHT (100W)" LIGHTOLIER" OR APP, ~Je CEILING MOUNTED JUNCTION BOX ~dB WALL MOUNTED JUNCTION BOX ~JB WALL MOUNTED DUAL SPOTLIGHT ~F NEW CEIUNG MOUNTED JUNCTION BOX FOR SURFACE FANI/LIGHT WITH DUAL SWITCH AT WALL, FIXTURE TO BE SUPPLIED BY OWNER, ~EF NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED F~HAUST FAN/LIGHT WITH DUAL SWITCH AT WALL, "BROAN" HEAVY DUTY UNIT OR APP. EQUAL. <~T NEW TELEPHONE RECEPTACLE <~C NEW CABLE TV RECEPTACLE (TO BE WIRED TO CENT. OON1TRGL BOX) ~STNEW STRUCTURED CABLE (TO BE WIRED TO CENT CONTROL BOX) OSU SMOKE/CARBON MONOXIDE D~TECT R: TO BE WIRED TO CENTRAL CONTROL BOX. ;IDB NEW DOORBELL NOTE: ALL OUTLETS IN GARAGE AREA TO BE ON A S.C. NOTE: PROVIDE ALLOWANCE FOR A GiEb NERATOR - LOCATION T,B,[D, THE FOLLOWING APPLIANCES ~O BE RUN BY GENERATOR: BOILER, HOT WATER HTR, REFRIG,, KITCHEN DN, LTS, & FOIYER LT, PLUMBING,' LEGEND ALL SUPPLY &WASTE LINES ARE TO BE INSULATED WITH SOUND A~ENUATING INSULATION. (TYP. ALL) OWNER TO SELECT STYLE8 OF FIXT, INCLUDING THE FOLLOWING: SINKS, TOILETS, TUBS, FAUCETS, TUB FIXT., & SHOWER COINTROLS. FIXTURE ALLOWANCE TO BE PROVIDED TO OWNER BASED ~ON TYPES OF FIXTURES SELECTED, ALL FIXTURES TO BE PURCHASED AND iNSTALLED BY THE I~LUMBER, UNLESS OTHERWISE SPECIFIED BY OWNER DEMOLITION LEGEND ........... EXISTING EXTERIOR WALL ........... TO BE REMOVED EXISTING DOOR/WINDOW TO BE REMOVED DOOR SCHEDULE FIRST FLOOR- EXTERIOR DOORS - ANDERSEN/THERMATRU DOOR ¢ WIDTH: HEIGHT: DOOR VAT'L, OPERATION: LOCATION: (~ 11'-0" 6'-8" F,W, SLIDER V,I,F,I W/SCREEN & TRANSOM INTERIOR/EXTERIOR TRIM INTERIOR WindsorONE CLASSIC COLONIAL BASE MOLDING: WOBM001 WINDOW SILL: .(PICTURE FRAME} VERIFY W/OWNER PRIOR TO ORDER. WINBOW& DOOR CASING', WOBB001 ~ WOOS001 CROWN MOLDING: WOCM001 - VERIFY WITH OWNER VERIFY W/OWNER TRIM ORDER PRIOR TO PURCHASE, ALL INTERIOR TRIM TO BE PRIMED AND PAINTED WHITE UNLESS OTHERWISE NOTED, EXTERIOR AZEK TRIMBOARD WINDOW & DOOR TIM: PICTURE FRAME - 5/4" X 6" ~ZEK CORNER BOARD TRIM: 5/4" X 8" AZEK FREEZE BOARD: 5/4" X 6" AZEK FASCIA TRIM: 5/4" X 8" VA,F, ~ZEK SOFFIT MATERIAL: 1/2" X 5 1/2" AZEK BEADBOARD ALL EXTERIOR TRIM TO BE PAINTED WHITE, VERIFY MATERIAL T~PE WITH OWNER PRIOR TO PURCHASE, TADLE 1303,4 REFER TO A,1 WINDOW & DOOR SCHEDULES FOR PANEL LOCATIONS. I 1/2" #8 WOOD SCREWS 6'-0" < PANEL 6'-0" < PANEL 2L0~ < PANEL SPAN SPAN < 8'-0" SPAN < 6'-0" ALTERNATIVE FOR OPNG. PROTECTION WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8~-0'' SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS, PANELS SHALL SE PRECUT TO COVER GLAZED OPENINGS WITH AI~AOHMENT HARDWARE PROVIDED, (REFER TO SECTION 1609.1,4 ABD 1609,6,5 AND TABLE 1609.1,4) TABLE 1609.1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD BTRUCTRAL PANELS =ASTENER ~PE PANEL SPAN 2'-0"< PANEL~4'-0" < PANEL 6~-0'' < PANEL WOOD SCREWS -- _~TOP IOF UPPER ROOF (V.I,F,) _ l r;LCo",o%50 ^ ° / (VARIES) EAST ELEVATION WINDOW SCHEDULE ALL WINDOWS TO BE ANDERSEN 400 SERIES, FIRST FLOOR ROUGH ROUGH ANDERSEN REFER, NO, OPENING OPENING QUANTIT~t MISC, NOTES WIDTH HEIGHT (~ TW2432 - 2W 5I--O 1/2" 3'-4 7/8" I D.H. ~) TW% 2410 - 2W 5'-0 1/2" 1 L0 1/2" I TRANSOM ~) TW2446 2'-6 7/8" 4~-8 7/8" 3 B,H. (~ T~N2410 2'-6 7/8" 1 '-0 1/2" 3 TRANSOM (~ TVV24410 2'-6 1/8" 6'-0 7/8" 4 D,R. (~ ~) CUSTOME CUSTOM CUSTOM 2 FIXED PLUMBING FIXTURE LIST: BATHROOM FIXTURES: BY KOHLER (VERIFY WITH OWNER) TOILETS: CIMARRON COMFORT HEIGHT TWO PIECE - K-3497-PiA SINKS: THOREAU UNDEROOUNTER LAVATORY - K-2907-4U SINK FAUCETS: FORTE WIDESPREAD LAV. FAUCET - K-10272-Z. tG SHOWER TRIM KIT: FORTE ESSENTIALS PERFORMANCE PACKAGE - K-10827-4 PROVIDE CUSTOM SHOWER PANS PROV. ALL NECESSARY PLUMBING VENTS SHOWER BODIES BY "KOHLER" PROVIDE TOILET SEATS VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE GLASS SHOWER DOORS BY OTHERS KITCHEN FIXTURE LIST: KITCHEN SINK: UNDERTONE - K-3183 FAUCET', AVATAR SINGLE CONTROL PULLOUT FAUCET - K6SE0 VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE, PANEL LEGEND (REFER TO TABLE 1 60g.1.4) PANEL SIZE REF, TYPE AND # OF SCREWS WIDTH I HEIGHT OTY, "A" HORIZONTAL - 6 VERTICAL - 4 2'-10" X 3'-6" 3 "61" HORIZONTAL - 4 VERTICAL - 4 "C" ¢6 SCREWS @ 12" O C, "O1' HORIZONTAL- 6 VERTICAL - 10 3'-6" X 6'~10" 3 I-SI-6I" "1 h21-61. ~ 21'611 fl 3'-6"~ 5. , QTY- 3 3i-6'' X 6'-10" NOTE: CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO ANY AND ALL CHANGES TO THE CONSTRUCTION DRAWINGS DUE TO FIELD CONDITIONS, CLIENT REQUESTS, AND OR GENERAL CONTRACTOR REVISIONS. DRAWING LIST A-N A-D A-0 A-1 A-1.1 A-2.1 A-2,2 A-2.3 A-3 A-4 A-4.1 DRAWING NOTES/PANEL PLAN DEMOLITION PLAN FOUNDATION PLAN FLOOR CONSTRUCTION PLAN DECK FRAMING PLAN CEILING FRAMING PLAN ROOF FRAMING PLAN ROOF PLAN BUILDING SECTIONS BUILDING ELEVATIONS BUILDING ELEVATIONS UNQERWRrERS CERTF C~ OCCUPANCY ( USE IS UNLA FUL A-5 PLMB. RISER DIAG,/NAILIN~i~TIi~I~.FR¥11=i¢.A. A-6 ENERGY CALCULATIONS (~¢'~)'~0p~A~'.'.' ,..,- QTY- 2 (2) 3'-6" X 7'-2" APPROVED AS NOTED . NOT PY SU LD N DEPARTMENT AT 765-1802 8AM TO 4PM E0R THE FOLLOWING INSPECTIONS: 1. FOUNDATION - I~0 REQUIRED FOR POURED CONCRETE 2, ROUGH - FRAMING & PLUMBING 3. ~NSULATION 4, FINAL - CONSTRUCTION MUST ~E COMPLETE FOR C.0. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSBLE FOR DESIGN OR CONSTRUCTION ERRORS, RETAIN STORNI WATER RUNOFF pURSUANT TO GHAPT~ 236 OF 'THE TOWN GOOF- DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HA8 BEEN APPROVE-O; PLUMBING PLUMBING WASTE &WATER UNE8 NEED PLUM,r` ~ CERTIF/L:, ! %'.'7 ON LEAD CONTENT F CERTIFICATE 0~- OCC SOLDER USED IN WA SUPPLY SYSTEM C/~h,'/v© 7 EXCEED 2/10 OF 1% LEAD. CERTIFICATION OF NAILING & cONNECTIONS REQUIREI~- ALL CONSTRUCTION 8HALL MEEr"rHE REOUIREMENTS OF THE (~DE~ N~W YORK STATE. (1)- 1'-10" X 7'-2II (2)- 4I-0~ X 7'-2" QtY- (3) OFFICE SET 9.20.07 >. D 0 AS NOTED D~WING NOTES CRAWLSPACE CRAWLSPACE n EXISTING BASEMENT- TO BE REMOVED EXISTING FLOOR PLAN -TO BE REMOVED EXISTING FRONT ELEVATIO, N EXISTING RIGHT ELEVATION EXISTING REAR ELEVATION EXISTING HOUSE TO BE DEMOLISHED OFFICE SET 9.20.07 EXISTING LEFT ELEVATION t.l.l ~ m m O' ¢o 0 1/4"= 1 '0" P~N AC/H EATI N G NOTES PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION, PROVIDE ~NO ZONE HEATING AND COOLING SYSTEM CONSISTING OF; ONE "BIASr' 5 SECTION CAST IRON BOILER WITH RIALLO BURNER, (SIZE AS REQUIRED), UNLESS OTHERWISE NOTED, PROV, 8" DIA. "ZERO CLEARANCE" FLUE ONE VAUGHN 70 GAL, INDIRECT HOT WATER HEATER, UNLESS OTHERWISE NOTED, ALL NECESSARY PIPING, CIRCULATORS, CONTROLS, ETC., AND ONE 275 GALLON FUEL TANK, UNLESS OTHERWISE NOTED, TWO "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER AIR HANDLERS UNLESS OTHERWISE NOTED, T~VO "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER CONDENSORS UNLESS OTHERWISE NOTED. NOTE CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS, )FING 8" P. CONC, FOUNDATION WALL WITH 1'-4" W, X 1L0" D. P, CONC, \ FOOTING (CONT.) W/W,W,M, lin WALL AND FOOTING PROV 5/8" F,C, GYP, ED.(CEILING & WALLS PROV 2 - ZONE OIL FIRED BOILER "WGO SERIES" OR APP. EG.- SIZE AS REO'D,) PROV, 80 GAL, MIN, INDIRECT HOT WATER STOR, TANK ('SUPERSTORE" OR APP. EQ.) PROV, 2 - FAN COIL UNITS AND A/C COMPRESSORS - SiZE AS REQ'D, II PROV. ALL REQ. WIRING FOR OUT EG. I II II PROV, BEAM POCKET 6" W, BY 10" H, BY 3 1/2" D. PROV, 8'DIAM, P, CONC. CASON POURED CONC. FTNG.(TYP. ALL) 'ROV. 4" X 4" ACQ. POST (TYPICAL ALL) PROV, CONT 2-2"X10"ACQ GIRDER BOLTED TO 4" X 4" ACQ. POST CFYPICAL ALL) =1 12'-4" -F PROV. BEAM POCKET 4" W, BY 10" H, BY 3 1/2' DI1 30' 4" P q CLEAN FILL W/W.W M, 6" X E" REINFORCEMENT. (TYP, ALL AREAS) SLOPE SEEP '. ALL) PROV. 4" X 4" ACQ, POST (TYPICAL ALL) HDOG WATER PROOFING METER OF FOUND, ~ 3RADE, INCLUDING qT BL~FWEEN FOUND. 3OTING CONT, 2 - 2" X 10" ACC. R BOLTED TO 4" X 4" ACQ, (TYPICAL ALL) DIAM. P, CONC. CASON OF A 1 '6" X 1 '6" 10" DEEP ) CONC. FTNG, (TYP. ALL) LeI ~.H.I · II -S O R/ GE II _ ~'-1¢_x ~'-3" ~" =~' PBOV, BEAM POCKET " H. BY 3 1/2" D, SLOPE EI REVISION PROV, DEL, 2" X 6" Sill PLATE ON TOP OF FOUNDATION WALL (TYP, PERIMETER) WITH TERMITE SHIELD AND FIBROUS INSULATION. FOOTING (CONT,) W/W,W,M. IN WALL AND FOOTING. ~. CONC. FOUNDATION WALL WITH 1'-4" W, X 1'-0" D. P. CONC. FOOTING (CONT,) W/W,W.M, IN WALL AND FOOTING. POCKET 6" W BY 10" H, BY 3 1/2" D, BO' FOUNDATION PLAN X 10" L. STEEL ANCHOR BOLTS FOR SILL PL OF LIGHT FRAME CONSTRUCTION EMBEDDED INTO CONCRETE ~ NO MORE THAN 3L0I' O,O. ~ 1'-0" AWAY FROM EACH CORNER (TYPICAL AROUND FOUND, PERIMETER) TAMPED BASE. FT. SLOPE ~AVEL SEC. "B" I PROV, HAUNCH SLAB OFFICE SET 10.3.07 0 1/4" = ~ 'o" FOUNDATION P~N A-O M. CLOS. 13I. OFFICE 9L0" 12~-0'' BATH #3 KITCHEN GREAT ROOM 8'--3III. I (UNDERGROUND) I HE ~ ,, PROV, "IPE" IRONWOOD DECKING NOTE: O~RACTO R TO NOTIFY THE AF~OHITBCT OF ANY AND ALL REVISION8 DUE TO FIELD CONDITIONS, OLIENTi AND OR GENERAL '-~" ~ ,, '~J SECTION "B. 1" ~---- - :' ' ,, NOTE: ALL DIMENSIONS ARE ~ ,'", ~ FI~ FACE TO FINISH FACE. M. BEDROOM 25' ' I ...... (~ ~--~' 9'-9" NOTE: REFER TO FRAMING eS~ "~-' ~ ~ ~A.1--1 & BUILDING SECT. " A.3 FOR STRUCTURAL FRAME. / , % r DINING ROOM ~ 9' C.H, ~ '~ ~ ..... - ~ 9' C, H. ' M. BATH , ~'-0" X 10"2" / I '"/ / SEC "B" ". "B" "" ~ GARAGE '~~ " - ~¢¢ ¢ 16/.¢~ .7'- 11 ' 22~-0IIX 24'-0" BEDROOM #2 BATH #2 " FIRST FLOOR PLAN /" HOUSE - 2,016 SQ. FT. ~' -~ GARAGE FI · / - 561 SQ. I-. OFFICE SET 1 0.3.07 q d - ~/4"= ~ '0" FIRST FLOOR CONSTRUCTION P~N FIRST FLR, WALLS ABOVE. PROVIDE 8 - I 3/4" X 11 7 GIRDER. LAG BOLT TO STRUCT. STL. COL, BELOW, (TYPICAL ALL) PROV, CONTINUOUS 1 "GP - FIBERSTRONG" RIM BOARD, EXCEPT AREAS OF OPENINGS, (TYP. ALL PERIMETER AREAS). 2" X 10" ACQ, PROV. CONTINUOUS I 1 "GP - FIBERSTRONG" RIM BOARD. EXCEPT AREAS OF OPENINGS. ALL PERIMETER AREAS), PROV, DOUBLE I 8/4" X 11 7,/8" F.J. IONS. BL~OCK Cf'CP. ALL A~EAS). PROV, DOUBLE I 3/4" X 11 7/8" F J, UNDER ALL PARTITIONS, BLOCK AS REQUIRED. (~YP, ALL AREAS). 2" X 10" ACC, F.J. I SEC. "B" DBL. 2" X 10" ACC F.J. 2" X 10" ACQ. F J. 2" X 10" ACC, RIM BOAF @16" C.C. (TYP. ALL) 2 1/2" X 11 7/8" WI 80~ -@16" O.C, (TYP. ALL) =ARTITIONS. BLOCK JIRED. 2" X 10" ACQ, F.J; ICROLLAM FLUSH FLOOR JOI~TS) II II 2 1/2" X 11 7/8" WI 80~ ~@18" C.C. ¢F~P. ALL) LVL HEADER 2 1/2"X 11 7/8" WI 60~ -@16" O.C. (TYP. ALL) 2 1/2" X 11 7/8"Wl 60 ~@16" C.C. (TYP, ALL) 2 1/2" X 11 7/8" WI 60- -@16" O.C, (TYP. ALL) II 1. COLUMN. SEC. "B" I PROVIDE 3 - 1 3/4" X 11 7/8" CONT. GIRDER, LAG BOLT TO STRUCT. STL. COL, BELOW, (TYPICALALL) pRov. CONTINUOUS I 1/8' X 11 7/8" "GP - FIBERSTRONG" RIM BOARD. EXCEPT AREAS OF OPENINGS, ¢FYP, ALL PERIMETER AREAS). ST. FL. DECK FRAMING PLAN PROV. DOUBLE I 3/4" X 11 7/8" F.J. UNDER ALL PARTITIONS. BLOCK AS REQUIRED. (TYP. ALL AREAS), /2" X 11 7/8" WI 80 @ 16" DBL, I 3 PROVIDE 2 - 1 I" CONT. GIRDER. LAG BOLT TO 8TL. COL. BELOW. (TYPICAL ALL) BELOW FLOOR JOBTS 7' 5" STEP DN, PROV. CONTINUOUS1 7/8" tiM BOARD, EXCEPT AREAS OF OPENINGS.(TYP. ~LLPERIMETERAREAS). SECTION "C" NOTE: C~RACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD O' 0 m0 ~0 ~0 ' q q d ' 1/4" = 1 '0" FRAMING P~N A-1.1 PROV, CONTINUOUS I 3 "GP - FIBERSTRONG" RIM EXCEPT AREAS OF OPENINGS. (TYP. ALL PERIMETER AREAS), P, LOAD ROOF FRAMING ABOVE CFY'P,} ~ PROV. CONTINUOUS 1 3/4" X 11 "GP - FIBERSTRONG" RIM BOARD, EXCEPT AREAS OF OPENINGS. ALL PERIMETER AREAS), PROV, 2 - 2" x 10" HEADER AT [1_ I1_ Ii L~ J Jl II PROV. 2%-1 3/4" ~11 LVL HEADER ABOVE ALL WINDOW & DOOR OPENINGS IN LIEU OF GP- "FIBERSTRONGI~ RIM BOARD. (TYP. ALL PERIMETER AREAS), I SEC. "B" ? DOOR AND WINDOW OPGS, U.O.N. (TYP. ALL AREAS) P. hOaD DBL. JI / / / \ / \ / (TYPICAL ALL) ~2" X ~" C.J. (~ 16" O;Z. ii -- ~ ROOF FRAMING ABOVE {TYP.~ SO'Iq'OM OF F,J, P. LOAD BELOW ~TI II i¥ 10I1' C,J, II II ILL J_ II ~, 41 Jl =Il _11 Il IL L _ ~ PROV. 2 - 2II x 10" HEADER AT ALL WALL, DOOR AND WINDOW OPGS. U,O.N, (TYP, ALL AREAS) I I I I I II =11 PROV. CONTINUOUS I 3/4" X 11 7/8Ii I'Gp - FIBERSTRONG" RIM BOARD, EXCEPT AREAS OF OPENINGS ~TYP. ALL PERIMETER AREAS) CEILING FRAMING PLAN NOTE, ] ~RACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL RBClSIONS DUE TO FIELD PROV, 2 - I 3/4" X 11 7/8" LVL HDR, PROV, 1 7/8" LVL CONT. ~ T SEC. "B" W 14 X 26 I-BEAM TOP OF I-BEAM FLUSH WITH TOP F.J. (V.I.F. LENGTH) PROV 2 - I 2/4" X 1 1 7/8I' LVL HDR. 0 ~.~.~- 1/4"=1'0" ST, FLOOR DLNG, F~MING P~N A-2.1 PROV, 2 ~ I 3/4" X 11 7/8" LVL HIP BEAM (TYPICAL) \ / / / \ / '\ LOAD 1/12 P. LOAD P LOAD PROV CONT, CUT 2Ii X 10" SUB / FASCIA ~FYP. ALL AREAS). ROOF FRAMING PLAN P, lOAD 2II X 10" R.R,. ~ 16" O10, P. LOAD DN. TO I-BEAM BELOW WALL PARTITION BELOW (TYP ') INOTE: ) C~-RAOTO R TO NOTIFY THE ARCHITECT OF ANY AND ALL REVfSIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT, DRAWINGS/SPECIFICATIONS, PROV 2- I 3/4"X 11 7/8" :IDGE BEAM PROV CONT. CUT 2I' X 10" SUB (TYP, ALL AREAS), SEC. "B" I OFFICE SET 9.20.07 i/ m 0 o ~ ~/4"= 1 FRAMING P~N A-2.2 ~ROV, I 1 1 "LVL HIP BEAM, UPPER ROOF FRAMING / / ROOF PLAN ROOF CRICKET - MIN, 1/12 PITCH. P,D,M, ROLL ROOFING, ¢CYPICAL ALL AREAS) PROV. "LIFETIMEI' IIGAFII ASPHALT (TYP. ALL AREAS) OVER 15 LB. FELT, (COLOR T,B,D,) PROV. "WEATHERWATCH" UNDER- LAYMENT ALONG ENTIRE SO3q-OM EDGE OF ROOF UP 2'-0" (TYPICAL) ALL ROOF SECTIONS). [NOTE~ CONTRACTOR TO NOTIFY THS ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT, DRAWINGS/SPECIFICATIONS, OFFICE SET 9.20.07 0 Z toO DWG, NAME: ROOF P~N A-2.3 ~-T~OP OF RIDGE TOP OF ATTIC (~FLOOR/DECK ~.-T___Op__OF L__OWE__R W~ND__OW- ~T_OP OF UPPER ROOF ~T_OP OF RIDGE TOP OF A~IC C--FLOOR/DECK ~.~-T_OP OF LOWER WINDOW ¢-~TOP OF FIRST FL. PROV. 10" DIA. SQUARE FIBERGLASS STRUCTURAL COLUMN W/APPLIED (TYPICAL ALL AREAS). 2~' X 6" C,T, (~ 16" O.C. ITYP. ALL'h P, CONC. FOUNDATION WALL WITH 1'-4" W. X 1'-0" D, P, CONC, FOOTING (CONT,) W/W,W,M, IN WALL AND FOOTING, SECTION "B" BD. ALL EXPOSED WALLS & CEiLiNGS (TYP.) 5/8" F.C. GYP. BD. EXPOSED WALLS & CEILINGS (TMp, GARAGE ONLY) 8" P. CONC. FOUNDATION WALL WITH 1 '-4" W. X 1 '-0" D. P, CONC, FOOTING CONT,) W/W,W.M. IN WALL AND FOOT NC. NOTE: C.C. SHALL VERIFY THAT THE HEIGHT OF THE STRUCTURE SHALL NOT EXCEED 35'-0" AT MIDPOINT OF TOP PITCHED ROOF. NOTIFY ARCH. OF ANY CHANGES. PROV. 10" DIA. SQUARE FIBERGLASS COLUMN W/APPLIED (TYPICAL ALL AREAS). R - 38 HIGH DENSITY FOIL FACE (TYP. ALL AREAS) PROV. "LIFETIME" "GAF" ASPHALT (TYP. ALL AREAS) OVER 15 LB. FELT, (COLOR T.S.D.) PROV. "WEATHERWATOH" UNDER- LAYMENT ALONG ENTIRE BO%FOM EDGE OF ROOF UP 2'-0" (TYPICAL) ALL ROOF SECTIONS). PROV. ~ PLY. SHEATHING )TYPICAL ALL ROOF AREAS). PROV. 2 - 1 3 & DOOR OPENINGS IN LIEU OF GP- "FIBERSTRONG" RIM BOARD. (TYP. ALL PERIMETER AREAS). P. CONC FOUNDATION WALL WITH 1'-4" W. X 1'-0" D. P. CONC. FOOTING (OONT.) W/W.W.M. IN WALL AND FOOTING. PROV, 3/4" T & G PLYVVOOD SUB-FLR. (7YP. ALL AREAS). \ PROV. 3/4" X 3" W. RED OAK \ "SELECT" WOOD FLOORING AT AREAi NOiiD ON PLAN. PROV. CONTINUOUS 1 "GP - FIBERSTRONG" RIM BOARD. EXCEPT AREAS OF OPENINGS. (7YP. ALL PERIMETER AREAS). PROV. WATER BARRIER BETWEEN PROV. DBL. 2" X 6" ACC. SILL pLATE. WITH TERMITE SHIELD FIBROUS INSULATION SECTION %xx%x ~'CERTAI~TEED" OR APP. EQUAL. iRADE t CONCRETE CEMENT. (TYPICAL ALL EXPOSED AREAS). P. DONG FOUNDATION WALL WITH 1'-4" W, X 1'-0" D, P, CONC, FOOTING DONT,) Wf/W,W,M, IN WALL AND FOOT NC. POINT LOAD UNDER MAIN RIDGE BEAM W 14 X 26 I-BEAM DROPPED 2" X 10" R.R. ~ 16" C.C. (TYP. ALL AREAS) R - 33 HIGH DENSITY FOIL FACE INSULATION. (TYp. ALL AREAS) 6~ WHITE ALUMINUM GU~ER AND (TYPICAL ALL AREAS). PROV. NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APP. LQ, (TYP. ALL AREAS) PROV. CONT. CUT 2" X 10" SUB PROV. CONT. "AZEK" BEAD BOARD SOFFIT W/SCREENED 1" VENT (T~PICAL ALL AREAS) PROV. "T'FVEK DRAIN WRAP'~ ¢F~p. ALL). 4" P. CONC, SLAB - 1 OVER GRAVEL TAMPED SASE, PROV, DBL, 2" X 6" SILL PLATE ON TOP OF FOUNDATION WALL. ( TYPICAL ALL PERIMETERS) PROV. HAUNCH SLAB ~ GARAGE OPENING FIN GRADE OFFICE SET 9.20.07 ~,--TOP OF UPPER ROOF TOP OF A'~i'IC ~FLOOR/DEOK ~---TOP OF LOWER WINDOW [~'TOP OF FIRST FL, CONTRACTOR TO NOTIFYTHE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT. AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS. ~..~TOP OF UPPER ROOF FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APP, LQ. (TYP. BOTH SIDES) PROM. "LIFETIME" "GAF" ASPHALT (TYP. ALL AREAS) OVER 15 LB, FELT, (COLOR T,B,D,) PROM, "WEATHERWATOH" UNDER- LAYMENT ALONG ENTIRE BOTTOM EDGE OF ROOF UP 2'-0" (TYPICAL) ALL ROOF SECTIONS). ~-TOP OF RIDGE ~TOP OF A~['IC FLOOR/DECK L _OWE__R W__IND OW- ~'~TOP OF FIRST FL, PROM. 5" EXPOSURE VINYL CEDAR SIDING ("CEDAR IMPRESSIONS" BY 'CERTAINTEED'~ OR APP, EQUAL, PROM, CONT, "AZEK" BEAD BOARD SOFFIT W/SCREENED 1" VENT (TYPICAL ALL AREAS) PROM, ," OVER 5/8" ACQ, PLYWD, BLOCKING W/OONT, BENT WHITE COIL FLASH, FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APP. LO, (TYP. ALL AREAS) PROV, ~ OVER 8/8" ACQ. PLY~ND. BLOCKING W/CONT, BENT WHITE COIL FLASH, FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT ORAPP LQ. (TYP. ALLAREAS) CONCRETE CEMENT, (TYPICAL ALL EXPOSED AREAS). NORTH/WEST ELEVATION PROM. LIFETIME GAF ASPHALT ROOF SHINGLES (TYP, ALLARBAS) OVER 15 LB. FELT, COLOR T.B.D.) PROM WEATHERWATOH UNDER- LAYMENT ALONG ENTIRE BO~I'OM EDGE OF ROOF UP 2L0'' (TYPICAL) ALL ROOF SECTIONS), PROV, CONT, "COBRA" RIDGE VENT HIPS), 2" CUSTOM VINYL LOUVER PANELS W/CONT, 3" "AZEK" TRIM, FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APPROVED LQ. (TYPICAL), PROV, 5 EXPOSURE VINYL CEDAR SIDING{'4"CEDAR IMPRESSIONS" BY "CERTAINTEED" OR APP, EQUAL, 0 (.9 SCALE: 1/4" = 1 '0" DWG. NAME: PROPOSED BUll-DING ELEVATIONS DWG, NO.: ~-TOP OF UPPER ROOF ~-TOP OF RIDGE _TOP OF A~FIC ~- FLOOR/DECK ~.--TOP OF LOWER WINDOW ~-TOP OF FIRST FL. ~.--TOP OF UPPER ROOF ~TOP OF RIDGE ~TOP OF ATTIC FLOOR/DECK =/.--TOP OF LOWER WINDOW ~-TOP OF FIRST FL. NOTE, C~--TRAOTO R TO NOTIFY THE ARCHITECT OF ANYAND ALL REVISIONS DUETO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHIOH DIFFER FROM THE CONSTRUCT, DRAWINGS/SPECIFICATIONS, PROV, "LIFETIME" "GAP" ASPHALT H[NGLES ¢FYP. ALL AREAS) OVER 15 LB. FELT, (COLOR T,B.D.) PROV. "WEATHERWATOH" UNDER' LAYMENT ALONG ENTIRE BO~FOM EDGE OF ROOF UP 2'-0" (TYPICAL) PROV. OONT "COBRA" RIDGE VENT ALL ROOF SECTIONS), ~ (TYPICAL ALL RIDGE AND HIPS). PROV, ]VER 3" "AZEK" TRIM. FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APPROVED EQ. (TYPICAL), NORTH/EAST ELEVATION PROV. 5" EXPOSURE VINYL CEDAR SIDING ("CEDAR IMPRESSIONS" BY "CERTAINTEED" OR APP. EQUAL, PROV. "LIFETIME" "GAF" ASPHALT ROOF SHINGLES (TYP. ALL AREAS) OVER 15 LB, FELT, (COLOR T.B.D,) PROV, "WEATHERWATCH" UNDER- LAYMENT ALONG ENTIRE BOTTOM EDGE OF ROOF UP 2'-0' (TYPICAL) ALL ROOF SECTIONS). 6" WHITE ALUMINUM CUTLER AND LEADERS. (TYPICAL ALL AREAS) PROV CONT, "AZEK" BEAD BOARD SOFFIT W/SCREENED 1" VENT (TYPICAL ALL AREAS) ," "AZEK" FRIEZE BB. OVER 5/B" ACQ. PLYWD. BLOCKING W/CONT. BENT WHITE COIL FLASH. FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APP, EQ. OYP. ALL AREAS) PROV. i 8" "AZEK" CORNER BD, OVER 5/8"ACQ PLYWD. BLOCKING W/CONT. BENT WHITE COIL FLASH. FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APP. EO. (TYP ALL AREAS) CONCRETE CEMENT, (TYPICAL ALL EXPOSED AREAS). PROV, "LIFETIME" "GAF" ASPHALT ROOF SHINGLES (TYP. ALL AREAS) OVER 15 LB. FELT, (COLOR T.B.D.) PROV. "WEATHERWATCH" UNDER- LAYMENT ALONG ENTIRE BOSOM EDGE OF HOOF UP 2'-0" (TYPICAL) PROV. CONT. "COBRA" RIDGE VENT (TYPICAL ALL AREAS) PROV. 5" EXPOSURE VINYL "CEDAR IMPRESSIONS" BY CERTAINTEED OR APP. EQ, (TYPICAL ALL AREAS) PROV. CONT. "AZEK" BEAD BOARD SOFFIT W/SCREENED 1" VENT (TYPICAL ALL AREAS} PROV. ,~ ""AZEK' FRIEZE SD. OVER 5/8" ACQ. PLYWD. BLOCKING W/CONT, BENT WHITE COIL FLASH. FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APP, EQ, (TYP, ALL AREAS) PROV, E X 8" "AZE~~ CORNER BB. OVER 5 PLYWD, BLOCKING W/CONT, BENT WHITE COIL FLASH, FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APP, EQ. OYP. ALL AREAS) PARGE W/CONCRETE CEMENT. (TYPICAL ALL EXPOSED AREAS), 0 o Z Z Z Z-: D - q K q J/4" = ~ '0" PROPOSED BUILDING ELEVATIONS A-4.1 GENERAL NOTES I FAMILY BETAOHEB BWELLING ZONE 11B HEATING DAYS = 5750 COINCIDENT WET-BULB TEMP. = 73 SUMMER DESIGN DRY-BULB TEMP, = 83 WINTER DESIGN DRY-BULB TEMP. = 6 GLAZING "U" FACTOR = 0.48 CEILING'R" VALUE = 0,45 EXTERIOR WALL R VALUE = 0.45 FLOOR "R" VALUE = 0.45 TOTAL EXTERIOR WALL SO.FT. = 2~535 SO.FT. TOTAL WINDOW SO.FT. = 376 SQ.FT. MINIMUM EQUIPMENT PERFORMANCE GENERAL FLOOR PLAN NOTES 1. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT SCALE DRAWINGS). 2, ALL INTERIOR WALLS TO BE COVERED WITH 1/2" GYPSUM BOARD WITH METAL CORNER REINFORCING. TAPE, FLOAT, AND SAND (3-COATS). 3. WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 5/5", FIRE RATED GYPSUM BOARD AT GARAGE SIDE WITH 5'-0" RETURN ON ADJACENT WALLS & CEILING. MANUFACTURED LUMSER RED. 2 LAYERS OF 5/8" FIRE RATED GYPSUM BOARD 4. ALL BATH/TOILET AREA WALLS AND CLG. ADJ. TO WET AREAS TO HAVE WATER RESISTANT GYP. BD.. OR WALL TILE SET ON CONO, BD. OR APP, ED. GENERAL FRAMING NOTES 1. ALL WALLS, 2"X4" AND 2"X6", TO BE STUD GRADE OF BE]q-ER 16" C.C., ALL OTHER FRAMING MATERIAL TO BE ¢2 DOUGLAS FIR OR SETTER. 2. ALL WOOD FBAMING IN CONTRACT WITH CONCRETE OR MASONRY TO SE PRESSURE TREATED. 8. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLB. JOIST SPAN DIRECTION UNLESS OTHERWISE SPECIFIED. 4. PROVIDE X-BRACING OR SOLID BLOCKING AT A MAXIMUM OF 8'-0" O.C. FOR ALL DIMENSIONAL LUMBER FLOOR JOISTS. 5. FLOOR CONSTRUCTION'. 3/4" T. & G. PLYWOOD SUBFLOOR. FINISHED MATERIAL TO BE APPLIED OVER SUBFLOOR. GLUE AND SCREW PLYWOOD TO FLOOR JOISTS. 6. ALL WINDOW AND DR, HDRS. TO BE MIN. (2) 2"X10" UNLESS OTHERWISE SPECIFIED. ALL INT. HDRS. TO BE (2) 2"X10" UNLESS OTHERWISE SPECIFIED. 7. PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS. 8, ALL BUS. TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED. 9. ALL FLUSH BM. AND JOIST INTERSECTIONS TO HAVE GALVANIZED HGRS. 10. TYPICAL EXTERIOR WALLS AND ROOF TO BE SHEATHED WITH 1/2" EXT. GRADE PLYWOOD. PLYWOOD TO SPAN OVER ALL PLATES AND HEADERS. 11. PROVIDE INSULATION BAFFLES AT LAVE VENTS BETWEEN RAFTER. GENERAL ELEVATION NOTES 1. EXT. FLASHING TO BE CORRECTLY INSTALLED ATALL CONNECTIONS BETWEEN ROOFS, WALLS, CHIMNEYS, PROJECTIONS, AND PENETRATIONS AS REQUIRED BY APPROVED CONSTRUCTION PRACTICES, 2. GENERAL CONTRACTOR TO PROVIDE ADEQUATE Aqq'lC VENTILATION & ROOF VENTS. 3. PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS, GENERAL PLUMBING NOTES 1. PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR COMPLIANCE W/ ALL APPLICABLE CODE AND SAFETY REQUIREMENTS. 2. IF WALL PLATES OR JOISTS ARE OUT DURING THE INSTALLATION OF PLUMBING FIXTURES OR EQUIPMENT, PROVIDE BRACING TO THE FRAMING PER ALL APPLICABLE CODES. GENERAL HVAC SYSTEM NOTES 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERrNG TO ALL APPLICABLE CODES AND SAFETY REQUIREMENTS, 2. HVAO SUBCONTRACTOR TO FULLY COOBBINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE EQUIPMENT SUPPLIER. 3, HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING & SUBMIT IT TO GENERAL CONTRACTOR, OWNER. AND EQUIPMENT SUPPLIER FOR FINAL REVIEVV.AND APPROVAL. EMERGENCY ESCAPE/RESCUE OPENINGS SECT. R310 1. MINIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED IN EVERY SLEEPING ROOM. 2. OPENING SILL HEIGHT TO SE A MNIMUM OF 44 INCHES ABOVE FLOOR. 3. NET CLEAR OPENING SIZE TO SE A MINUMUM OF 5.7 SQUARE FEET. 4. MINIMUM OF 5.0 SQ. FT. REQUIRED FOR GRADE FLOOR OPENINGS. 5. MIN. NET CLEAR OPENING SILL HT. LOCATED BELOW ABJ GROUND ELEV. WINDOW WELL REC. ALLOW FOR DR. OR WINDOW TO BE FULLY OPENED, S. MIN. OF 9 SQUARE FEET IN HORIZONTAL DIMENSION, MIN, WIDTH OF 36" ENCROACHMENT OF 8 INCHES PERMI~I'ED FOR LADDER OR STEPS). 7. PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH EXCEEDS 44 INCHES. 8. BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMIt-ED IF IN COMPUANCEWlTH MINIMUM NET CLEAR OPENING REQUIREMENTS. 9. BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES ARE RELEASABLE OR REMOVEABLE FROM INSIDE WITHOUT USE OF KEY, TOOL OR EXCESSIVE FORCE. PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS ONINDOW AREA 30% OF GROSS EXTERIOR WALLAREA) MAXIMUM MAXlMUN HEATING DEGREE DAYS GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER CRAWL SPACE U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE & DEPTH WALL R-VALUE ZONE 11B 5750 0.45 B-38 R-21 R-30 R-10 R-9,2 FT R-S8 CLIMATE-SPECIFIC REQUIRED & PROPOSED PROPOSED MINIMUM NOTES'. DESCRIPTION R-VALUE R-VALUE WALL TYPE I 10" P.OONC. 9' H. R - 10 R - 10 5" P.CONC. FN DN. WALL ON TOP OF A CONT. FOOTING, WALL TYPE 2 2"X6" W.D.STUD R - 21 R - 21 2" X 6" WOOD STUD WALL WITH 1/2 CDX PLY WD. WALL TYPE 3 2"X4" W.D.STUD R - 15 R - 15 2~' X 4" WOOD STUD WALL WITH 1/2" GYP. BD. ROOF TYPE 2" X 12" DOUG FIR R - 38 R - 38 GAF TIMBERUNE LIFETIME ROOF SHINGLE. FLOOR TYPE I 3/4" X 11 7/8" R - 21 R - 21 1 3/4" X 11 7/8" TGI PRO. 550 F.J. ~ 16" O.C. CEILING TYPE I 3/4" X 11 7/8" R- 21 N/R I 3/4" X 11 7/8' TGI PRO, 550 F.J. @ 16" O,C. SLAB 4" P,CONC. R - 9,2 R - 9,2 4" P.CONC.SLAS ON COMP. FILL W/W,W,M. 6 X 6 RE[NF. NAILING SCHEDULE PRESCRIPTIVE DESIGN TABLE 3.1 (AMERICAN FOREST & PAPER ASSOCIATION CONNECTION FASTENING SPACING NO COMMON I RAFTER TO TOP PLATE (TOE-NAILED}~16" O.C. 3 8''4 PER RAFTER 2 CEILING JOIST TO TOP PLATE (TOE-NAiLED) 3 8d PER JOIST 6 BLOCKING TO RAFTER (TOE-NAILED) 2-8D EACH END 7 RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH END 8 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16D PER FOOT 9 TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-1 CD JOINTS-EACH SIDE 10 STUD TO STUD (FACE-NAILED) 2-160 24" O.O, 11 HEADER TO HEADER (FACE-NAILED) 16D 16" O,C, ALONG EDGES 12 TOP OR BO"FrOM PLATE TO STUD (END-NAILED) 2-16D PER 2 X 4 STUD 18 Boq-r-OM PLATETO FLOOR JOIST, BANDJOIST, END JOIST OR BLOCKING (FACE-NAILED) 2-16D PER FOOT 14 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-16D PER JOIST 15 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH ENB 16 BRIDGING TO JOIST (TOE-NAILED) 2-8B EACH END 17 BLOCKINGTO SILL OR TOP PLATE (TOE-NAILED) 3-16D EACH BLOCK 18 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D EACH JOIST 19 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-5D PER JOIST 20 BAND JOISTS TO JOIST (END-NAILED) 3-16D PER JOIST HEATING & COOLING CRITERIA ZONE 11B DETACHED ONE FAMILY WALLS, MODE: HEATING OR COOLING 0.14 ROOF CEILING 0.031 UNHEATED SLAB ON GRADE 4.5 BASEMENT WALL 8.b, 0.1 CRAWL SPACE WALL 0.06 CLIMATE AND GEOGRAPHIC DESIGN CRITERIA TABLE 301 .2 (RESIDENTIAL CODE OF NEW YORK) GROUND WIND SEISMIC SUSJEOT TO DAMAGE FROM ~'~ SNOW DESIGN WINTER ICE SHIELD LOAD SPEED (MPH) CATEGORY WEATHERING FROST LINE DESIGN UNDERLAy. FLOOD DEPTH TERMITE DECAY TEMP. REQUIRED HAZARD LOAD BEARING VALUE OF EXPOSURE SOIL 3,000 PSF 45 PSF CATEGORY "B .... B" "SEVERE" 12" FOOTINGS MODERATE TO SLIGHTLY TO 120 MPH HEAW MODERATE ZONE 115 = 11' YES FLOORS, WALLS, AND CEILINGS OVER OUTSIDE AIR, DESCRIPTION INSULATION R-VALUE U- FACTOR X AREA = UA CEILING R-38 0.31 2.016 SO.FT. 624 INTERIOR FLOOR R-38 0.81 2,016 SQ,FT, 624 EXTERIOR WALLS R-21 0.31 2,533 SQ.FT. 758 TOTAL AREA 6,565 SQ.FT. FLOORS AND FOUNDATIONS DESCRIPTION INSUL INSUL.~ _U-FACTOR OR AREA OR DEPTH R'FACTOR R-FACTOR X PERIMETER = UA BASEMENT WALL 2'-0" R-10 0.56 1.974 SQ.FT. 1,106 CRAWLSPACE WALL 2'"0rr R-19 0.56 N/A WALLS, WINDOWS, AND DOORS DESCRIPTION INSULATION R-VALUE U - FACTOR X AREA ~-- UA WALL R-21 Uo--0.14 2.533 SQ.FT. 354 DESIGN CRITERIA REF. TABLE R301.2(2) AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION ZONE ROOF > 30"-40° X 1,53 ROOF > 30°.40° X 1,53 WIND SPEED DESIGN CRITERIA REF. TABLE 1609.6,2.1(1) MAIN WINDFORCE-RESISTING SYSTEM WIND LOAD,S FOR A BUILDING WITH ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE WINB LOAD ROOF HORIZONTAL LOADS VERTICAL LOADS VELOCITY DIRECTION ANGLE END ZONE INTERIOR [ONE END ZONE INTERIOR ZONE WINDWARD OVERHANG WALL SCOFF WALL. ROOF WINDWAREI LEEWARD WINDWARD LEEWARD END INTERIOR ROOF ROOF ROOF ROOF ZONe' ZONE TRANSVERSE 30~<ANGLE < 45° 25.7 17.6 20.4 14.0 9.9 120 -15.6 8.6 -13.4 -11 6 -13.0 23.7 ALL ANGLES 22.8 -11.9 15 I -7.0 -27.4 -15.6 -19.1 -12.1 -41.1 -32.7 R-3 SINGLE FAMILY RESIDENCE OCCUPANCY & HT. CLASSIFICATIONS I MINIMUM BEQ~D. PROPOSED USE MINIMUM PROPOSED SLOPE HT./ SLOPE HT./ REQUIRED . 1 ST. FLOOR INTERIOR ENVIRONMENT SECTION 1202.4.1 & 1204.1 USE SO.FT. OF AREA % VENT/SQ.FT - NET GLAZED OPENABLE .1 ST. FLOOR I OFF9!2CoE07SETI >- m 0 ~/4"~ ~ '0" ENERGY CALCU~TIONS FASTEST MILE WINDSPEED (MPH) PRESCRIPTIVE DESIGN TABLE 3,2 (AMERICAN FOREST & PAPER ASSOCIATION 90 100 110 120 OF (FT,) REQUIRED CAPACITY OF CONNECT ON (LBS) "" STORIES: 24 20 58 89 ~~ 681 264L 325 681 260 206 ~iN 681 358 291 681 SILL PLATE TO FOUNDATION 2 28 119 % 388 314 % 426 (CRAWL SPACE OR 32 149 ,A. 447 ,A, 368 ,A. 493 BASEMENT) CODES, 36 179 % 509 % 422 % I 561 I WALL PLATEBOTCOM TO 28 89 ~X 170 260 388 I FOUNDATION 2 32 119 211 314 426 (SLAB_ON.GRADE) -- 179 I 294 I 422 561 I U = CONNECTOR UPLIFT LOAD, L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) · ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1,1,4, ~ TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 18 PSF), = TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMI~FED TO BE MULTIPLIED BY 0,70 AND 0.88, RESPECTIVELY, FOR FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. ~ TABULATED SHEAR CAPACI~ REQUIREMENTS ASSUME A WALL SHEAR CAPACITY OF 421 PLF 0HALLS SH LATHING WITH 7/16" STRUOT, SHEATHING ATFAOHED W/8D NAILS SPACED 6" AT PERIMETER EDGES ANB 12" AT INTERMEDIATE SUPPORTS). FOR OTHER WALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPACITY OF THE CONNECTION SHALL BE INCREASED FASTEST MILE WINDSPEED (MPH) PRESCRIPTIVE DESIGN TABLE 3,3 (AMERICAN FOREST & PAPER ASSOCIATION 90 100 110 120 SPACING (IN) (FT') LBS '2't~ REQUIRED CAPACITY OF CONNECT ON ( ) 12 %193 191 280 264 %235 280 341 %284 280 427 389 280 2O 28 371 809 660 826 SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL & SHEAR LOADS PRESCRIPTIVE DESIGN TABLE 3.2A ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION) 1/2" ANCHOR BOLTS 5/S' ANCHOR BOLTS FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED (MPH) (MPH) 90I 100 I 110 I 120 90I 1001110I 120I ANCHOR BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT CONNECTION SUPPORTING EDGE NAIL SPACING SPACING (IN,) SPACING (IN,) SILL pLATE TO FOUNDATION* 36 CRAWL SPACE OR BASEMENT} 2 STORIES ALL~ 23 3~ 19 28 WALL PLATE TO FOUNDATION* 1-3 STORIES 6" 36 57 (SLAB-ON-GRADE) U = CONNECTOR UPLIFT LOAD. L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) *ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1,1,4, ~ ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOCKED ROOF AND/OR FLOOR DIAPHRAMS (279 PLF), ~ANCHOR BOLT SPACINGS BABEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF S" O,C. (731 PLF) BUILT IN ACCORDANCE WITH SECTION 3,4,4, ~ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6" C.C. (421 PLF) BUILT iN ACCORDANCE WITH SECTION 3.4,4, SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING UPLIFT PRESCRIPTIVE DESIGN TABLE 3 2B ALTERNATIVE TO TABLE 3,2 (AMERICAN FOREST & PAPER ASSOCIATION) 1/2" ANCHOR BOLTS 5/8" ANCHOR BOLTS; FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPIEED (MPH) (MPH) MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT ANCHOR BOLT FOUNDATION SUPPORTING: SPACING (IN,) SPACING (IN,) CONNECTION SILL PLATE TO FOUNDATION* 1-3 STORIES 72 72 72 72 72 72 72 72 (CRAWL SPACE OR BASEMENT) WALL PLATE TO FOUNDATION 1-3 STORIES 40 83 28 25 81 42 36 32 (SLAB-ON-GRADE) RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR CONNECTION REQUIREMENTS PRESCRIPTIVE DESIGN TABLE 3,3A ALTERNATIVE TO TABLE (AMERICAN FOREST & PAPER ASSOCIATION) 1/2" ANCHOR BOLTS FASTEST-MILE WIND SPEED (MPH} 9oI lOOI 1101120 RAFTER/ WALL HEIGHT MAXIMUM ANCHOR BOLT CEILING JOIST (FT,) SPACING(IN.) SPACING(iN.) 4 ~10D BOX NAILS CAN BE SUBSTITUTED FOR 8D COMMON NAILS, ~WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOE NAILS IN THE F~FTER AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED, ~TO AVOID SPLITrlNG, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN LA, SIDE OF A ~AFTER OR CLG, JOIST WHEN FASTENED TO A 2 X6 TOP PL, UPLIFT STRAP CONNECTION REQ. (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) PRESCRIPTIVE DESIGN TABLE 3,3B ALTERNATIVE TO TABLE 3.3 (AMERICAN FOREST & PAPER ASSOC,) 90110011101120 FRAMING SPACING ROOF SPAN NUMBER OF 8D COMMON NAILS (IN.) (FT,) END OF 1-1/4" X 20 GAGE STRAP~'~ 12 2 3 3 3 16 2 3 3 4 20 3 4 3 4 16 24 3 4 4 5 28 3 4 4 5 32 4 5 5 6 36 4 4 5 7 U4 CONNECTOR UPLIFT LOAD, L4 CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD, (PARALLEL TO THE WALL) ~TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CLG. D.L, 10 P,S,F,), IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF NAILS SHALL BE INCREASED BY 1 NAIL AT EACH END, ~FOR WALL-TO-WALL AND WALL-TO-FOUNDATION CONNECTIONIB, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED BY I NAIL AT EACH OF THE STRAP FOR EACH FULL WALL ABOVE, --15"1 /-- WALL CLEARANCE ~- WALL I TOILET, BATH AND SHOWER SPACED SCALE: 1 '= 1/2" OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED, TO A 2 X 6 TOP PLATE, ~- WALL 4" ~ WALL /- / WALL 24" CLEARANCE IN FRONT OF OPNG. WALL --15"1 / CL~RANCE /WALL / TOILET, BATH AND SHOWER SPACED SCALE: 1 '=1/2" TO APPROVED ~~(~k~ ~-SANITARY SYSTEM ~-4" TRAP SHOWER I BATH 1/2" ~ ~1 1/2" I 1/2" BAT H SIN 4DRY RM. KITCHEN ~1/8" SLOPE PER 1' PLUMBING RISER DIAGRAM N.T.S. SHOWER /1 1/2" #2 OFFICE SET 9.20.07 0 0 ©o (3' © T SCALE: 1/4"~ 1 '0" PLUMBING RISER DIAGRAM