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HomeMy WebLinkAbout31135-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31571 Date: 05/17/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 750 SMITH RD PECONIC (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 98 Block 3 Lot 31 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 12, 2005 pursuant to which Building Permit No. 31135-Z dated MAY 16, 2005 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 SINGLE FAMILY DWELLING WITH WRAP AROUND DECK AND FRONT STOOP AS APPLIED FOR. The certificate is issued to PAUL SCHOCH (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0154 05/01/06 ELECTRICAL CERTIFICATE NO. 2086610 03/30/06 PLUMBERS CERTIFICATION DATED 04/17/06 TOM AZZARA AdEhorized ignature Rev. 1/81 f Form No. 6 TOWN OF SOUTHOLD e~ BUILDING DEPARTMENT G TOWN HALL 765-1802 ,PPLICATION FOR CERTIFICATE OF OCCUPANCY phis application must be tilled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept, of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2 A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I . Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling 525.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses S50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. 5/10/06 New Construction: X{X% Old or Pre-existing Building: (check one) Location of Property: 750 Smith Rd. Peeonic House No. Street Hamlet Owner or Owners of Property: Paul S Diane Schoch Suffolk County Tax Map No 1000, Section 98 Block 03 Lot _ 3~ Subdivision Indian Neck Park Filed Map. # 552 Lot: 15 Permit No 31135 Date of Permit. 5/16/05 Applicant: Inland Homes Inc Health Dept. Approval: R10 04 0154 Underwriters Approval: 2086610 Plannine Board Approval: Request for: Temporary Certificate Final Certificate: XXXXX (check one) Fee Submitted: $ 25.00 Robert Hiltz Applicant Signature O ` q Inland Homes Inc. Cod 315V 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. 31135 Z Date MAY 16, 2005 Permission is hereby granted to: PAUL SCHOCH 750 SMITH ROAD PECONIC,NY 11958 for DEMOLITION & CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH WRAP AROUND DECK AS APPLIED FOR at premises located at 750 SMITH RD PECONIC County Tax Map No. 473889 Section 098 Block 0003 Lot No. 031 pursuant to application dated MAY 12, 2005 and approved by the Building Inspector to expire on NOVEMBER 16, 2006. Fee $ 1,113.80 P ( L~ Authorized Signature ORIGINAL Rev. 5/8/02 o rPL ~~sss~~~~s~ssss~~nrrIssss~~rs~n~ntr~n~n~~~n~nrns~~~s~rnrsssM sss~sssrns o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY S 55 40 FULTON STREET ^ NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 S Upon the application of upon premises owned by e~ 5 JIM SAGE ELEC. INC. PAUL SCHOCH P.O. BOX 38 750 S ST. MITH EE PORT, NY 11944-0038, PECONICNY 11958 5 5 5 Located at 750 SMITH ST. PECONIC, NY 11958 5 55 5 5 Application Number: 2086610 Certificate Number: 2086610 C5 r5 Section: Block: Lot: Building Permit: BDC: ns11 r5 C Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement, First Floor, Second Floor, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 S herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 30th Day of March, 2006. 5 5 Name OTY Rate Ratios Circuit Type 5 55 Alarm and Emergency Equipment 5 Sensor 2 0 Carbon Monoxide 5 Sensor 6 0 Smoke 5 rj Appliances and Accessories 5 5 Dish Washer 1 0 1.2 KW 5 5 Exhaust Fan 2 0 F.H.P. rj 5 Furnace 1 0 Oil S Wiring and Devices 5 Outlet 31 0 Fixture 5 5 Fixture 31 0 Incandescent 5 5 Outlet 66 0 General Purpose 5 5 Receptacle 39 0 General Purpose 5 ~j Switch 37 0 General Purpose 5 5 Paddle Fan 2 0 L5~ 5 Lighting track 5 0 ft 5 L5'~ Receptacle 1 0 40 amp Range 5 5 Receptacle 1 0 20 amp Laundry seal 5 Receptacle 1 0 30 amp Dryer 5 5 Continued on Next Page I of 2 c5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 00 sss~~ss~~~~~~~~~~~~~~~~~~s~~s~~~~~ o O rJ'~ rJ~cPrJ~rJ'c,ncnrJ~~nr~cP~ncPcPrJ~cPrJ~rJ~rJ~rJ~rJ~rJ~r~cPrJ~rJ~rJ~rlr.PrlcPrJ~rJ~rJ~rJ~rJ~cPrJ~rJ~cncncfcncP~nrJ~cPrJ~r~rJ~rJ~rJ~rJ~rJ~rJ~rJ~rJ~rJ~rJ@PrJ~c-r~ o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET - NEW YORK, NY 10038 I~ 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 JIM SAGE ELEC. INC. PAUL SCHOCH 5 SMITH P.O. BOX 38 750 G EEN ORT, NY 11944-0038, PECONIC, Y 11958 5 5 Located at 750 SMITH ST. PECONIC, NY 11958 5 5 5 rej Application Number: 2086610 Certificate Number: 2086610 c5 Section: Block: Lot: Building Permit: BDC: ns11 rS 5 Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement, First Floor, Second Floor, Outside, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed r5j C5U herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 S authority having jurisdiction, and found to be in compliance therewith on the 30th Day of March, 2006. 5 5 Name OTY Rate Rating Circuit Tvoe 5 5 Receptacle 8 0 GFCI 5 5 Service 5 5 1 Phase 3W Service Rating 200 Amperes 5 rCj Service Disconnect: 1 200 cb ~S Meters: 1 5 5 5 5 5 5 5 5 5 5 5 seal 5 2 of 2 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 c fr~rJrJclcJ~r lrJ~rJrPrJ~cPrJrJ~rJ~r1~Pc frlrlr~rlrlrScPcPrJrJcPcPrJ@PrJ~rJcPc1rJ@PrJrJrJ@PcPcPcPrJrJiJrJ~rJr~r~ r~rJr~c foc fdJrJrJrJrl~ O 10 Town Hall, 53095 Main Road Fax (516) 765-1 823 P. O. Box 1179, Se LIh01d, New York 11971 Telepnone (5 10) 7,' 5 • 1 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N / DATE: l Olp Building Permit No. Owner: a-u ~l 6 ( t'\- (please print) ~n Plumber: Ic)vV, A2-z (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Sig ature) Sworn to before me this 0 day of 106 Notary Public, 46 County BAR J. RTCH No. 5 13676, ota Pu 1c, State of New York q Suffolk CMMWaim&4)iresOctoba 30,~t / JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 Date: February 2, 2006 To: Town of Southold Re: Insulation Inspection Paul Schoch 750 Smith Rd. Peconic, NY Permit# 31135Z To Whom It May Concern: An Insulation Inspection was preformed at the above mentioned property; all insulation was installed as per Plan and meets all State and local Building Codes. Any questions please feel free to call. ~~F N yO EE Sincerely W James J. De rkoski P.E. ysF HD. 072y~ry ~ppOFESS~~~P 2 6 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 Date: January 26, 2006 To: Town of Southold Building Dept. Re: Framing/Plumbing/Strapping Inspection Paul Schoch 750 Smith Rd. Peconic, NY 11958 Permit# 31135 To Whom It May Concern: After a Framing, Plumbing, and Strapping inspection was preformed on the above property, it is deemed that all work performed was completed to plans and meets all state and local codes. A Pressure test was also performed on the plumbing system and checked out O.K. Any other questions please call. 0 NEw YO DE ghs9 > [c S cerely w IC) °Z z 7 v~ \ James J. rk ski FES I I ~y s~ yrF SOf/ry0* 3 y TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING[ FINAL~~) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE OS l~ zoG INSPECTOR \ 31 13 ho~',OF SOUTyolo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ vie'FOINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE OS~~ ~G INSPECTOR 'V~ M ~o~NOF souTyO6 cournr TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 311is% OF SoUryp~ roum TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] F NDATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ; INSPECTOR ho~aoe souTyo~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION XFOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: K DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) r 4 FOUNDATION (2ND) z 0 - - .zoo y ROUGH FRAMING & PLUMBING 3 INSULATION PER N. Y. STATE ENERGY CODE JEwI~-~~ AwA 1-6z - 7z) Ike 77- _ L 0-11t A (o FINAL U ADDITIONAL COMMENTS O G. - - - Z m a- 0 E Cep J12 - - \ - c57~ _ C- ~ b lV Q4 - °z _ 7b d ~ oar - - 1 CC b Permit Number REScheck Compliance Certificate Checked By/Date New York State ]Energy Conservation Construction Code REScheck SoSware Version 3.6 Release la Data filenarne: C:\Program Files\Check\REScheck\inlandnew.rck PROJECT TITLE: Inland Homes COUNTY: SufBlk STATE: New York HOD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric ~I NE~y YO _ WINDOW / WALL RATIO: 0.13 l~ I.D DATE: 05110105 Z &U DATE OF PLANS: 3/30/05 0 i ` t'M1~, 2 r PROJECT DESCRIPTION: ~h a~dQ 2~ New House O COMPLIANCE: Passes Maximum UA = 272 Your Home UA = 268 1.5% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U--Facto 11A Ceiling 1: Flat Ceiling or Scissor Truss 320 19.0 0.0 16 Ceiling 2: Cathedral Ceiling (no attic) 768 19.0 0.0 40 Wall 1: Wood Framc, 16" o. c. 1456 15.0 0.0 98 Window 1: Wood Frame:Double Pane with Low-E 32 0.290 9 Window 2: Wood Frame:Double Pane with Low-E 82 0.340 28 Door 1: Glass 73 0.350 26 Floor 1: All-Wood Joist/Tmss:Over Unconditioned Space 1088 19.0 0.0 51 COMPLIANCE STATEMENT: 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 ofhis/he knowledge, belief; and prokssional judgment, such plans or specifications are in compliance with this Code. Builder/Designer_ ~F~YY)~~] ~IFf~21CroSLl1. Date s g OS "RFScheck Inspection Checklist New York State Fnergy Conservation Construction Code REScheck Sofware Version 3.6 Release la DATE: 05/10/05 PROJECT TITLE: Inland Homes Bldg. Dept. Use Ceilings: [ ] I 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-19.0 cavity insulation Comments: [ ] I 2. Ceiling 2: Cathedral Ceiling (no attic), R-19.0 cavity insulation Comments: I Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c., R-15.0 cavity insulation I Comments: Windows: [ ] I 1. Window 1: Wood Frame:Double Pane with Low-E, U-Wor: 0.290 For windows without labeled U-Sctors, describe &Aures: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 2. Window 2: Wood Frame:Double Pane with Low-E, U-factor. 0.340 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: I Doors: [ ] I I. Door 1: Glass, U-factor: 0.350 Comments: Floors: [ ] 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: I Air Leakage: [ ] I Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented famed ceilings, walls, and floors. I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals 6r all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ j Return ducts in unconditioned attics or outside the building must be insulated to R4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces (except basements) must be insulated to R- [ ] Return ducts in unconditioned spaces (except basements) must be insulated to R-2.. Insulation is not required on return ducts in basements. Duct Construction: [ ] I 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 181 A or UL 181 B. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. I 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 electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting noncombustible fireplace doors. [ ] Fireplaces must be provided with a source ofcombustion air, as required by the Fireplace construction provisions ofthe Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part ofa circulating system. ( j 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/offheater switch and require a cover unless over 20% ofthe heating energy is from nondepletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thicmess in Inches by Pipe Sizes Heated Water Non-Circulating RLaOL1t9 Circulating Mains and Runouts T=pcrature ( Fl Un to 1" Up to 1.25" 1-511 to 2.0" OX er 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pioe Sizes Pitting System Types Ranee ( Fl 2" Runouts 1" and Less 125" to 2" 2.5" to 4„ Heating Systems Low PressumlTemperatue 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (f)r ked water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) TOWN OF SOUTHOLD PROPERTY RECORD CARD z Z OWNER STREET 760 VILLAGE DISTRICT SUB. LOT ~g sakoenk , 4 7 o~ t~ FORMER OWNER N E ACREAGE S W TYPE OF BUILDING / • ?aooS' ?t ES. SEAS. VL. FARM COMM. IND. CB. MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS 3 000 a o 2) t - P3742 I f = Sc ,o ' 3 rv 7 / Gv (0 0 - G3 7 84'3 ' SCFt L1 40 Sc 0 { - n G 700 7-~ 3o a t AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD Q 'illable 1 BULKHEAD illable 2 DOCK illable 3 Joodlond wompland rushland louse Plot otal u I ~ i -71 ~I ° 4C, l M. Bldg. Foundation Both / Extensions Z b J 3 Basement qp Floors ?.41~ - p/` l , Extension Ext. Walls Woa~u~ Interior Finish p.(,c2 (,-.d1dr P /Vo Extension Fire Place Heat 1 Porch Roof Type Porch Rooms lst Floor AD X P; = wY0 a 0 Patio Rooms 2nd Floor Garage S•t7 ~y6 'Driveway Dormer O. B. T TOWN OF S6UTHOLD 1,413t.A7,D PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT "bp you have or need the following, before applying? TOWN HALL' Y Board of Health SOUTHOLD, NY 11971 1 L 4 sets of Building Plans TEL: (631) 765-1802 8 Dr3. D- ' Planning Board approval FAX: (631) 765-9502 rn n ' Survey www. northfork.net/Southold/ PERMIT NO. _ 31/3 SiK Check Septic Form N.Y.S.D.E.C. Trustees Exammed~l 3 , 20 0 S- Contact: Approved Mail to: Disapproved a/c Phone: 298 9696 Expiration A //n 200 1~_ Q Q Building Inspector APPLICATION FOR BUILDING PERMIT Date 5/12/05 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building hispectorwill issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the wor'.-. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Inland Homes Inc. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Builder Name of owner of premises Paul & Diane Schock (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer Robert Hiltz (Name and title of corporate officer) Builders License No. 19736-HI Plumbers License No. 2877 p Electricians License No. 3635e Other Trade's License No. 1. Location of land on which proposed work will be done: 750 Smith Rd, Peconic House Number Street Hamlet County Tax Map No. 1000 Section 9 B Block 03 r1 . Lot, 31 Subdivision- Indian Neck Park Filed Map No. 552 )F Lot 15 (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Old rskgj* family home,we are going to demo b. Intended use and occupancy new single family home 3. Nature of work (check which applicable): New Building XXXX Addition Alteration Repair Removal Demolition XXXX Other Work (Description) 4. Estimated Cost $175,000.00 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars n 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 42' Rear 42' Depth 46' Height 25 Number of Stories 2 9. Size of lot: Front 100' Rear 100' Depth 145 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 xx 13. Will lot be re-graded? YES xxNO Will excess fill be removed from premises? YES NO xx 14. Names of Owner of premises Address Phone No. NameofArchitect Benny lumber Address Phone No 477 0400 Name of Contractor Inland Homes Address Phone No. 298 9696 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO xx * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO xx * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OFD Robert hiltz being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the contractor (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 1111Y Z 20 D S Notary Public Signature of Applicant MARGARET C. RUTKOWSIU Notary Public, State of New York No. 4882528 Oualffled I Commkision EttpUM June c SUFFOLK COUNTY DEPARTMENT OF HEALTH SERV=9 PERMIT FOR A??IIOVAL OF CONSTRUCTION FORA SURVEY OF TEST HOLE DATA LOT 15 SINGLE FAMILY RESIDENCE ONLY (TEST HOLE DUG BY ~4 0 GEOSCIENCE ON SEPTEMBER 1. 2004) MAP OF / INDIAN NECK PARK ! D - O' •y Du0. BRDWN Lain 0. V / FILE No. 552 FILED MAY 27, 1913 DATE -2,1/10 5~ H.S. iF. NO. °'S A??ROYE1) - 20( 90 AD BROWN CLAYEY SILT SITUATED AT FOR MAXIMUM OF BEDROOM~IAN NE INDIAN NECK, NEAR PECONIC EXPIRES THREE YEARS FROM DATE AL TOWN OF SOUTHOLD K SUFFOLK COUNTY, NEW YORK X • PAM 9R0'M1 FINE S.C. TAX No. 1000-98-03-31 £ p - ° TO MEDIUM SAND SP S £ N SCALE 1"=30' 8 8 m AUGUST 13, 2004 SEPTEMBER 21, 2004 ADDED HEALTH DEPARTMENT DATA DECEMBER 13, 2004 ADDED PROPOSED DRIVEWAY z Z i O AREA = 14,220.19 sq. H. ` IT 0.326 ac. CESSP°a' k~j o p.NELLING 1 y 139.25' H r~ y0T CERTIFIED CTO: DIANNE PAUL HOCH PAUL SCOCH N 79'37'0 1B " ,N r'' g,~'as • NOTES U 9I• sFD G ms # W~ 1„) 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM •o~ o O • rrl , EXISTING ELEVATIONS ARE SHOWN THUS: '012' 2. MINIMUM SEPTIC TANK CAPACITIES FOR 3 BEDROOM HOUSE IS 1,000 GALLONS. Z - 1 A G ¢ O 1 TANK; 8' LONG, 4'-3" WIDE, W-7" DEEP rIO O - FpW v+_. m m £ 3. MINIMUM LEACHING SYSTEM FOR 3 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA D1 q• y a o 1 POOL; 12' DEEP, 8' CIO. Z T O Js. llE--1D__S,,,,f11. F N~ ^S ~y CF.S I w 1 ° ,p C) PROPOSED EXPANSION POOL m 3C O aoaa \bs ~ ~ ~ x I ` o O s . j pt° • Jois R' f PROPOSED LEACHING POOL my £ ro f L yW.AE Ifi5 •m.a osq!'". DZb, 0.6 R O Tq g r qµ• < }K O ® PROPOSED SEPTIC TANK m Z : • 1J• . Rr . TEST HOLE s. 's: M _ - C1 l~jJ1 YYY 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD mm0 0 - T1E5° OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. Y ~,E ¢ £ v J TO w T' 5. EXISTING SEPTIC SYSTEM TO BE PUMPED, CLEAN AND BACKFILLED o o WITH CLEAN SAND, IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. N94 g I .V 1 O ° Ir, 71 - LOT 15 O 00-1 's csr~ V' iOJR M4 - NS_ V~ ~ - ~c. A AND M°PIED JC IXA. ~ O ~ 6 r~ reEA n m CC') 10, Z Z 9 ?A a - _WEr'=~` w 0 LOT f7 a ~2s\{ P~~` o z S 79'37'00 LNG FQ~ F 5~ D'M UNKyOWN) - N.Y.S. Lic. No. 49668 C (IN uualNONim KIERATgN ON ADDRION tD n651RhY aAM TQN OF SECDON T 7m OF ME NEW YORK STATE LOPES Of lH5 SURYFI' WP IaT 9FANIa M YR UIWI s SEN- OR 4Al SMNL MM 6E To DE A auD TRUE DO1NDf11a) Land Surveyor To a A COPY. LT PERSON O SIVil MM EXIT ONLY To T THE IEDS]N FOR WHOM OY THE SVMEY CESSPOOL a PnmI ED, AND ON Na 6 TD TIE wlm aamM AOFIW'Y ANO 7A4e Survgx - $oyMNNOns - Sib Plain - CaNboctbn LaAaWI ma wsmuO°N Imm NEREarE wn To TI* cDrnrr nods THE lUENONG ~aFaMnc. PHONE (631)727-2090 Fm (631)727-1727 THE EXISTENCE CE RIGHT "WAYS OfTTCES LOCATED AT M9UMG ADDRESS AND/OR EA.SOIENIS OF RECORD. K ANY, NOT SHOWN ARE NOT mA1RANRED. 322 MV/d(E AVENUE P.O. Sax 1931 RMIIHEAD, Nm Yak 11901 RNarimW. Nw Yark 11901-0965 31C SURVEY OF LOT 15 MAP OF RoAD INDIAN NECK PARK Z~DIA~ ~F'CK FILE No. 552 FILED MAY 27, 1913 SITUATED AT INDIAN NECK, NEAR PECONIC s TOWN OF SOUTHOLD a SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-98-03-31 SCALE 1"=30' AUGUST 13, 2004 SEPTEMBER 21, 2004 ADDED HEALTH DEPARTMENT DATA DECEMBER 13, 2004 ADDED PROPOSED DRIVEWAY NOVEMBER 9, 2005 FOUNDATION LOCATION 13 139.25 ' _ AREA = 14,220.19 sq. ft. c. LOT ~ 0.326 6 ac. b 6 R. N 79.3'7'00" E Ros'fOe~.~ CERTIFIED T0: a ,EypE N " Nss _ O , DIANNE SCHOCH nco PAUL SCHOCH z ION a wxc NAW` vI z Z p ~I FOU COSCREIE -a O O S~{ O 1 n O sa' ~ ~ sV (k z c. f V awa w aE a K.. c ~ ~ I 01 -4 ~„FFh.Oyyy,,, 1D A X ! J ono LOT 15 v Z ~ D 4 ~ obQ ~ n v In p 01 a O NCO O ' pI £ tti ppc . ED IN ACCORDANCE IWIH TIE NWIYUN LA m 3,S - fOAb FM TILE SINYS AS MABNSHED I rX y r"w m~ - - - P ~F Ls ANO Iwmam Arlo Anorrm BY THE NE 1 K SLATE IM1E p II 1 ,vcc N 1 45.16' c7 %A A. I n ~ o ~ E AAl ~ 5 CF' N~ n y J s~ ~ 7o y yy ~ LOT mx 5 79'3700" W 1°p O I 4apu NYS. UJ No 496fi8 ONYTWIID /L1flMTgM ON XOTON TO T6 SUM1FY 6 A NOIATQN 6 YC110N 7Na tX TIE NEW A NIK STATE ~Tlom LAW o eph A. Ingegno 1 ~ r caBES a TN6 aWkFV IVP NDr eEanc DlOSaD SFK aau NOT EE CYINEEXREO and Surveyor ro eE A vwn 1RIE cow. ONLY TOT HE Eo O04 F awl AlE1 - ONLY ro THE fblmN FOR WHO11 Wlpl THE suRxET' - 6 rlenwm. wn aN Ta sows To nc 42005 TITI£ CO wSITT OOIFLISTED lTM. A A AND PNk 6wA.ys - Subtliviebru - Site Plans - Corrohvction layout L.__ _ _ --1 TrouTOON ASSIGNIM TOFTHE Nam T1unsmavuaa PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE DE NIGHT OF WAYS OFFICES LOCATED AT "LING a00RE55 ~_;~N'1_ `..D AND/OR EASEMENTS OF RECORD. IF ANY, NOT SHOWN ARE NOT WARANEED. 322 ROAMOIfE AVENUE P0. Box 1931 RNFAHEAD. N.. York 11901 Ris .d, Ne. York 11901-0965 Rto oy a4~5 Q SURVEY OF LOT 15 MAP OF ROAD y I~?IA~ N CK INDIAN NECK PARK FILE No. 552 FILED MAY 27, 1913 SITUATED AT w INDIAN NECK, NEAR PECONIC TOWN OF SOUTHOLD s s SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-98-03-31 SCALE 1"=30' AUGUST 13, 2004 SEPTEMBER 21, 2004 ADDED HEALTH DEPARTMENT DATA DECEMBER 13. 2004 ADDED PROPOSED DRIVEWAY NOVEMBER 9, 2005 FOUNDATION LOCATION FEBRUARY 14, 2006 FINAL SURVEY LOT 13 11539.25 ' - APRIL 17, 2006 ADDED DRIVEWAY LOCATION ADIa l^ R. AREA = 14,220.19 sq. ft. 7'00° E .AR to 0.326 ac. N 79.3 ~ e r os%~ N < ~a LA 0 , CERTIFIED T0: o O Z } mLAA D"N'~A _ a ' DIANNE SCHOCH PAUL SCHOCH sRN° is m r~-~ a :0 ZZ O• 0 6 1_1/2 SUSE Y w~TR uN[ _ $ tr j J w o O ~'4 FRAME "0 ~ S S o 0 7 o ~lJ APR 0 2006 nZ n ~ V M~' „ o o v By `T 1~ ~ / ~ (yI Or D 0mo LOT f5 / Z N 9 40v ZF9 n O _ O PTVI £ O PREPARED N ACCORDANCE WDH THE MMMUM w O tC STMDARM FOR TIRE SURNEn AS EsrABLASLED > . , fW _ BY A IA1.5 SAND EAPPtMD AND AADaRTED 2 -g 0 Ot TIRE TON. 00 F 145 'i 6 PN LOT 17 w~ " S 79.37'00" W dF a p N.Y.S. Gc. No. 49668 U.WUIHORIaD '&T T*N OR ADMON TO THIS suRVEY 6 A NCUTIOH OF S EDU~TX)N LAW ECRON ]ROR OF THE HER TOM STATE 42 OF THIS SURVEY W NOT BEARING E TO BE A D SEAL SNNL NOT BE CONSOERED THE U ~ SHAu HOT ~ OR urveyor TO BE n vru0 TRUE COPY, s r-ubdh4skna CO A. Ingegno CER71FICAMNS INOGTED HEREON SH RUN ONLr TO THE PERSON FOR WHOM THE SHRNEY 5 PRFPNED. AND ON HIS SEHAI TO THE TIRE COMPANY, AG WJEAIYENTIL ENCY AND TiN. Site Pf R - Constrwtion EDyJ d IENDNG NSRTUTXN LISTED HEREON. ND TTU110M. CE~RIIf1CATRMS ~HOT TRA PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT Of WAYS OFFICES LOGTm AT MNUNG ADDRESS AND/OR EASEMENTS OF RECORD. IF ANY, NOT SHOWN ARE NOT GUARANTEED. 322 ROANONE AVENUE P.O. Box 1931 RNERHEAD, NRR York 11901 RNOTh , New Y.M1 11901-0965 -24.:.2 1 r, - ~ I ,Q 1Z'! 'I ~II~I~~I~ I~ii~ilaih~l T - - Ati I,r I ~Igl la' l' I '',I~11 114 I i T~f~~-°G~ _~tzl,r 'PLUMBING 14 ORE & WATER LINES NEED. PLUMBER TENTENTICABEFON TESTALL WASTE ING BEFOIRE COVERING ON LEAD CON PANCY CERTIFICATE OF OCCU- SOLDER USED IN WATER CERTIFICATION OF M0.50NRY STOOP SUPPLY SYSTEM CANNOT NAILING & CONNECTIONS Iw ~ EXCEED 2/1 U OF I% LEAD. REC]UIFIBD: CONST-LICTION SHALL THE RF-OUIREMENTS OF THE Qo FRONT ELEVATION DES OF NEW YORK STATE. o DO NOT PROCEEC WITH TJ-1 ? i j 0 " n SCALE: 1/4" = P-O" FRAMING UNTIL SURVEY 11, _L, OF FOUN^4"CN LOCATION l~ HAS BEEN APPROVED.- z ti L L RETAIN STORM' WATER RU FF_ fO e PURSUANT TO SECTION 45-1 C l r OF THE TOWN CODE. 'III ' l li_ r l l l l I I .T ' II' 1 II:II"IIIh I L _F T 111 r I'' III „ ,I , r ! OCCUPANCY-OR n~- I~ 'II1 -[iII USE IS UNLAWFUL ul W I L E Iiyllf JIIII WITHOUTCERTIFICA f- L I ~r ~1. tL1 I I_r ul It LI' : II I i ' OF OCCUPANCY ,ll;. It ~~I II11 ~I J VIII l tI IIII ll'' z N 1,; 1u~ I111,11 I J.I~I~IP.Il9,_IIII, Ix[l,II_dij,j MI w I 11, 1'1 ~ ~ _jj:.u t;_~Ir...~„ NOTED ,1 } PP OVED AS r- it 1:11 1111 Ii r 11 Il III 'f ~I .i AI I,1, iLI UL ll' , I 11 ,1 I I I 1 I , a I l l ~ I r I 1 I ~ B.P.,i 3 1'I 1. L~j n.l_r~ 111 ~l~~ll L,~11 .4 1 I'i I? E Cl1 X111111,!ILllll111~;~:1111111'I~lll 7'4Pif Lll ~I'^r~,hla BV: a ,1 1 ill l i JG ~1 u l~ylIA Lu JIII~~ IIl-Jj I t7 t r t I ,kT' IFY' BUILDING DEPAA ENT I1Iy II l'Y; 1 T f ,11' 1802 &AM TO 4PM-F(81 TH p IIIi~~:_Iil I - 1, b Iy u - li II:III .1J. 111_{ II {il 'Z,,1 I r OWING `INSPECTIONS:' z III L 1 ~l l I S I, Y? OLIN DATION -TWO REQUIRED Ii 1_i:I L.I l '1 I ( I OR POURED CONCRETE 1 I <L I_ l I I r Ju, OUCH FRAMING & PLULIBMG VI " ~ I'1 I fl I_~ _I~ I I I ' I ~ ' r" L r ll. l1 NSULATION ' T iLlr I IG~{' i t -'ICX)NSTRUCTION MUST :6 TE FOR C.0 C.O. ET E I UIREMENTS OF THE CODES OF EW r' RK STATE: NOT RESPONSIBLE OR OR CONSTRUMON ERR RS. D Wp~ve rFq u 1 LEFT SIDE El l W = SCALE: 1/4" .:ssl FLOOD ZCN - OMPLFiTH ;)AFTER "46" FLOOD C a'MAGE c. LION 'SQUTHUD-1 CODE, .,iq '{{f}{ " I• i ~T 1 IL J - - -fil - ph!llliiJ,a - - { Ilila.l ~I li r ~J 1,1'1-111 tllr'1 iIII II~'r~r1~~IJ 11 ,`iril_ ~11~15.ITIIII,iI1[]lIJ'1al~J,U~JiJ]II~tIJ111,h.,lu~>!~~1T? ~ L1~ l..iu LLI~ i UJ LI CI~.!lu y[_~.11,_ yLLI I ~1L LILI~11'I I~!I ~11 IIiLL1~~I1 It IIIIJ 11 uJll~~ it 11 L1 1 i~,~ 111~51Jv it o,I'.,1l - ~i 1u'-ILI I• I. I~ I',~ 111111 'I lllill'~LIIIII it 1 ~UlU ~IIlI~lllll llf,7 I' 111 l'IIII Cll'~ it lhl il'I7.,Ltlll I I~It1t~ 11~ I iLII,Li~ Ilt'IiILI I N I11Li1111.~~ ~~~t~l ~ I~ ~LL' I' 11111' 11111 i111~r1a1 'Ir,;,ry I'LI I;~hIII lul III II l ui ll [l _;n~1 'i 1~_11~,11 llll_II~ J ~~!I JIJ1 ,11111 6j1 a~.11J1 ~.ili1 1111 ~1 ~I JIiiJ ~lli. 1 1111 1 ji I , 1111 ' 1L11 li_1-III Ili~l-~L~II,_i il' 1Ji-L~ ~JI :1.1.11 IL -.I-. I I,I. ~1 L' Ilily i ~J 11 It.l,~ 1J t,! I,~L 111!,IJLILL, 11',L11 L - .I I -'r 1 REAR ELEVATION L; I Ll 1-I - 1 Il I Iii I- - - _ 7 1 ~ 1111 X111 ~I11~~'~1 i II 1111 J'I J I' 41~L1 . 1 I ( 1 IL 1 J F1 ~ I ~ ' I 1 LII,II`1L111111 ~lJl 11~ - L. L)I Il IL1;,11.~ i l l'i 1J 11111 a' 11. 1l~' ~fl 1 ll tllarl-, r;',.1~~11 11111' I:Iilil li111L~! ril i111,;`~If 11 11 it IJ' I 'I,'Li1, 1111 I I, ~I I, II I~ If J11111'ul I IVIII' ~~ILI I J11111111i I'I 1 IJ~~ 1i 11 1 Ills 1 II III 11, i. 1 IIL II :111 1i. 1 L 11 t 1 ' 1~ I ~ . ~I111 IL11L 1TI'1~ILL IL1111L11 ~,1 p LI' I lltll a-J G JI 1 1 11 11 )1 L, iJ 11 Il LL i I IJ y. 1I ~I r1''1 ~I -i' ,_J 1111 l!1 ~ 1111 !t I~iL lJ ~IJ_11~1 ~l 1;1 1 . 1 t1 I 1 I , Il~l~'1i11 1111 titi111Jf~ll 11,111. 11111 uiliu la L:11.I 1„'111J~1,J,~ I ~ .Jl ~ )111 LI11~ 111'11 itdLCI II~tIi 1t t 1111 I,L'll illlll 111.1lI1-ll1111i1..1.11L~Lril_1LiLIII+IILII~IILi('it~li}it11,Ll IT ;llll1lilllllali1'Ij .11 IL,I l >JaLI J.IIt,1L11 ! ~ut11 it, IL1111LdC11l:'~ 1111JIL' ILLI~.1111111 1 11 1 L~I) 1 t , l i G11 I 1L~ 11'it LLJ I I-II_11.i j1 ll 1LJl IL 11I~_U4 a 1 Lid ri,IJ_4I k } it I' fi 111 l1ll J 1~1 1 J~ti i 11L J LlLJ_'L1~J' 1L~L 1 `111L'1IJ~111111'1_L1 >1~ ~ ~ tai,'al-u~~1~(111-t(It;ItllJlLil flu ll' ~l 1~u1,4 1, I~ 1! a ,,a 1111,11 it ~111~I1u~~ ~lil1~ !u1~ > r) 1 111 11It~H 111.. u1 l1~- 1~L ILlltiu~at 11 It ,iLl 1LlLl i1.I A 1-11, yul i1 1 ztlalll l ri1. J l 'lJ ,a II t'! „I ,l tt•~1L J,~'J ~ILI ~ ~llii~l a-III, I,1171 1 111, Il h FI' l9l !I IL~TI J~ i L ,J-III ' LJ ~~t~.' ~ ~~i~l 1 IST II Il' ll 1,11 ~ ' I ~J i L!I r G' 1l 11 ~i "t ~ ~ 1f],t 9~}L I1L l~`~L11 ~t~t J~ Ii~LI~ ~ y ~~11 .1! U i 11k w SCALE: 1/4" 1 Q'k n. , l 1 DLO I/2^'-` J'-0 112•T- W4, I Ir } q 1 1 I 11 ' A )R W P69T TO WNE, OF DICK A OVC t !4 1 1'O' SONOTUBE WIJ PO,'k1R~4'CE1NG. PEG: ETYP r . RlJGI~T n ! JAI J 51 I W v I u ~2- 2" X 10' GIRDER _ x~ N 4-1 I ~ II ~ N~ ' 2 2"X Ib GIRDER T+'PE C BILCO 1 II ILL u, 4^ P. CONC. _ 4" P. CONC. 5V+,B ON COMPAC7ED1 COMPACTED FILL - UNDER FLOOR i I4 0- RUNNING PARTITIONS NS RUNNING PARALLEL d cm, ALL AREAS) 1 - 811'1 CON :FOUNDATION 3 114" % 8" d.'FTG Q rP N PAMP~OO PEp%&TEK of FOUND MOON WAkL 2"XB°ACO F.J. C4 16' ~ BEAM POCKET IN 3 1l2 , ia. ZIP d1a. ZIP FOUNDATION WALL COLUMN BURIED IN AN BURIED IN EIYP. EACH END) 2'-O" X 2'-O" % li POURED CONC. FTG. i 2-O"% 1'_47 3- 1 3f4'%51/2' ED CONC. FfG. 7 LVL GIRDER - - O I PROVIDER-L9 ZP i I ' INSUW+TION (TYP-) r I I i w . y I ~ - i w M1 U' t I E FIOR ' I {i'-z ~ - -6 10" ~ New Bb11.ER. PRW.V. 2 2O NE! $Y5TEM; 512E BOILER A15 REWIRED' HOT WATER 5TOR. TANK, 'I " PROV b/d FIRE RATED. DRY1MAlL Ofd (9EIllWG I I OVER FUI2NA'E7rC~'ARER 0 z o- ~pa { POUNV,'"ON PLAN i V8 . d - +14, I,. N I 'r ~ k 1 ~ 1 I 7} 11 1i 1 ~ ~ 1~ f~l f { 77 r} 514"X0 . MK MATERIAL DmE - ± 5ILCO - I R ~f1IX1 EN7'F{MCE I~ ._.I - l i L i ~WASHE DRYER _ If 12'd' ! I ' DINING AREA ! 2- 1 514" X 9 112" I LVL HEADER ABOVE - -'I-31k X 9 112 KITCHEN fy ITCHEN U, Jj f FLU5H LVL HEADER -d' G.H. , O 30K8 9'.d' C.Yt rv 4 m in I I n WI642149. L1,2 F.J. _ I 3 Lm d. f n3 3/4'X 9 1/2" OFLUSH LVL HEADER I if1 1w VL HEADER ~ . I 4 I Bp VV U'9P FACE - ,I II4 II li ~IYTC~~OR I-10 I I ) III ,III ~ CL05ET _I { ~B,41 ~ r ~ t I1,4 ! I i I I ~ I'i ! 2- 13/4"'% 117/H" DOUBLE FLOQRJOIST UNEN6 - LVL HEADER ABOVE UNDER PARTITIONS 2068 l RUNNING PARALLEL 0lP ALL AREAS) -1 . a068 i. T0G 6 - ® - C; „i m ~ ...I ri I J I _ ~ GG m m MCK GLO - 1 f -I N ~ i r I I I I I ? m CLOSET -I 6ATH 3OGB , sosa 20GO ' I i { I 2'X 6 STUD WALL i ~I. PQ,5T2'X G' 55 AS T P ICAL 4 ! I - UVIN© ROAM - ENP BEARING 9 D' r 'I WIWI 40 8 1/2" F.JB I/2" F.J. ' " - C4 Ia-c~~. E51GN ORpOM m I I I . I C7 I T I 9 l2" aPLUSHa/4 X / . ~ . LV"L HEADER i. SQ'LIGMT I 1 ! 1314 k 9 IYL~ TM b -LU5H LVL HEADER - ~ q A59VP.(~p?HGANAL' M 1 `L 1 f + 'I Ml~k ~q{ ooo~R . &YkTT ` r „ `I i 1f 17 17 - t 1 _ _ 1 ii ux azuz a ~ ~ i '.~Ai t PLAN ' 072 OFD,`' . i .1 T~i , ~rl r d an m~ 4~ kS I A 6 "a N Ir aAl i' ~r°y , w.~~t'~'~ru~~, I IrJa*wN; rr v~>, Jd rs J , 1 r , I r ' 71 ~ t n 9 h W I ~ ~t n J j y rA ray k I o w{ S ~ J ~ ~.1 Nt ^t °F~ N ~ 1 r~ S fed +It r~~ Pgef r 1 I V- 10, I 1 d _ L, { r" MATH , f STORAGE U' a 8-0 :n -5TakAGE to J ~ATfICPANEL _2 TA8CA GPA 4 4 . ..WALL ~ NEL EE W/ I DEN A r I LINE OED'-CH. CATHEDRAL CEIUNG _ LLGEIONG io . x - 100 50.Ff, w 0 olpSEf 2668 iv 5 9 %E WHT ® v 'w I o° x 30" BEDROOM - b . I b CATHWRALLLICEIUNG rv,m Iz,. _ e I 0-5' HIGH WALL 273 SQ.FT. ® 20M YGHT fj g '-5' HIGH W i 2668 i ' ~o Q --f-, a 19 X11°i0 AWE ~ 2"X l2" RIDGE c~ 3- 2" X 4' 5TUD _ y-r - ® P05T5 TO RIDGE 2668 BEDROOM j CATHEDRAL CEIUNG, I 4 -2 76©"ff 7.796 TdliT d Lj IK tl - ro UNE OF 8'-aYC ,.H. ..N ,2068 2o68 - N x N 4 2068 2068 3' X 4' KY LIG 5 Y UGH I 4'-4' KNEE WA I + CL05 CL05 4'-4" KRE WAI 4'-4'I KNE WALL 7 A 15CPANEL d ACCE55CPANEL q ' ~ TTPP,,AATTff1I hl ~ S 1, ~I 4 I f; 5TORA© J I„ 6 r f f k. 11~ k(1tY NI r 4 J 5 M P 'i 4j i / J._4rl Qk~eTa ~a, f FCQNP `FLOORFLAN r ~ ~ I ,_Ou 5CAM 1/4" I. T n r - aFT ° a-Ve filet h +~'dd aF~ it l-P r; i+ c' s i r t. 1'. 1 f ^q. { # i ;IJ I I 4. M1 ] ~ F A I r ~ ~ 4 i ' PROV. U5P R51,G-R 21 CONNECTOR - q PMALT ROOF 2'-X 12' RIDGE I 112" CDX PLYWOOD l~ R- 191145ULATION MT.) .2XP"R.R.p 160.C. ~I st~,l Ir r r Z' , tit I 1 I I z BEDROOM DEN I ~~-I I ' L' CATHEDRAL CEILING D CATHEDRAL CEILING ,I I) I \ - PROP, U5P RT20 I ~ 1/2' GYP. BO ALTj ~ 2" X 4" INTERIOR `a !Q TYP AU.AREA5 STUD PARTITION CONNECTOR T20 e 7 3i4" PLYWOOD 9U6FLOOR I " X G" FA5CIA W/ STORAGE BTORAGE I "-a' VENTED 5OFFIT STORAGE W1 40, 9 112" P. I G' O.C. w v PROV, V5PR51K-R 12" CONNECTOR (TYP., ALL .H WINOOW5 { EXT. DOORS) I'I 2, 2^X 10* HEADER BEDROOM BATH BATH' i LAUNDRY AUNDRY Q i 2 X 4' 5TUD WALL 'R 15 IN5ULATION. z A' INTERIOR - f/2"GYP BOAR 2`UD PARTITION )'PARTITIOW - " 5!9",X ' CONNECTOR SSOT'.G96 .ALL ARL`A5 STUb'PARTITION JXCK MATEPJAL - _ 2"%G"CCA 51LLMATE' ~ T$14" PLYWOOD' I"X I'a'RIM BOARD , PRQU. UEP'OmIG A 5UBFLOOR N f PKT3 ANCHOR 0OLT5 (TYP.) p4&O.C. cc) WI 40 9 1/2" F,J.. @ I G" OTC, 8" X 8"ACO'P.J, (x.16' O, - 2w X I O" DIkbER R- 19 11,15ULATION (TYP.)3- $14" X 9 /2" (VL `USP yy" UY12fnR'R CONNECT 4° % 4" ACO POST DROPPED GI ER `"~_PROVIp USP PAU 5ERIES - MJC~ OR - 'b" POURED CONCRETE t vP New DECK fTG5,) , FOUNDATION WALL TO 1'4" X I's4" X 8" I D^ SONOTUOE Q~y zOl X 2' aG X VXPA. {n . POURED COND. FOOTING -'9 UP G:2 ZIP, - GOUCPOE POOT~NG . COLUMN WRIEP IN - 2' 0 Y R O" X, i"-Cr4. I. gU.4VELd to:" R05J UA P.OUR:ED CONC., . 'fl, O4) 6 Cf3NQ F'TC+.I, - 5LA6QNCOMPACTFILL Z Q 4 R . Ti r~T, In T~ Y ~ I 4 I I µn yyp ~ ~~n~ ~ ~O~F~ ~ P (O i ~ N n ~ 1. r ~ ~ i ~ ti. NAILING SCHEDULE 1. The Information on this set of construction documents Is to relate basic design 1. All wails, 20 and 2x6, to be stud grade or better 16" a/c. All other framing material TABLE 3 1. INCLUDING a 3 AND a V AND $ V intent and framing details. They are Intended as a construction aid, not a substitute to be #2 douglas fir or better. 1095 S O C HIGH WIND E O IT IO N WOOD FR ION WOOD FRAME CONSTRUCTION ANUAIL for generally accepted good building practice and compliance With current New York JOINT DESCRIPTION 'T1QN NAIL QUALITY' MALL SPACING state building codes. The general contractor is responsible for providing standard 2. All wood framing in contact with concrete or masonry to be pressure treated. construction details and procedures to ensure a professionally finished, simcturally ` ROOF FRAMING sound, and weatho!Proof completed product, 3.Provide'double floorjotafa under all walla parallel to ttoorjoist Span direcibn unless RAFTER TO TOP PLATE TOE NAILED 5'.,0' W ALL' 340 PE„R, 'RAFTER 10',0" WALL, 4>6E PBN RAFTER' otherwise specified. CE I1, IW0 JOIST TO TOP PLATO ATE TOE NAILED a'A` W A,LL: 3-84 PER JOIST ' 1a'-0" WALL 4-Rd PER JOIST 2. General Contractor to coordinate all sub contractors, scheduling of work, and EL RAFTER' FACE NAILED SEE TABLE 3.7 EAC'H LAP T interaction between trades. 4. Provide x-breGng or solid blocking ata maximum of 8'-0" o/c for all dimensional C E ILIN G JOIST LAP SAO AE REP A R T IT 10 N S lumber floor joists. COLLAR TIE TO RAFTER I PARTITIONS FACE NAILED SEE TABLE 3,7 EACH LAP UI t FADE NAILED BEE TABLE 3 4 PER TIE a END 3 The general contractor is responsible f o r ensuring that all work and construction BLOCKING TO R A F T E R TOE NAILED 2-ad EACH END IU' O meets or exceeds current federal, state, and local Codes, ordinances and regulations, 5 Floor construction: r / 4" tongue and groove plywood suhflpor. Finished material to be RIM BOARD TO R A F T E R END NAILED 2+18d EACH END O p ) „N etc. These codea,am to be considered as part of the specifications for this building applied over subfloor. Glue and screw plywood decking to floor joints. WALL FRAMING FACE NAILED 2-164 PER FOOT Q Z a' and should be adhered to even ifthey are in variance with the plan TOP PLATE TO TOP PLATE 6 All Window and door headers to be minimum (2) 2x1Ounless otherwise specified. TOP PLATES AT INTERSECTIONS :TION6 FACE NAILED 2-1 JOTNTB-EACH SIDE 4. Dimensions shall take precedent over s c a l e drawings do not scale drawings). All interior headers to be O Z 2x10 unless Otherwise specified. STUD TO S T U D ( HEADER TO HEADER FACE NAILED M8a6 d 24^ OIC FACE ILED PER IC ILO EDGES TOP OR BOTTOM PLATE TO STUD O STUD END D NAILED 2--is ad P PER 2X4 STUD 3-18tl PER 2N6 STUD ' S. The designer has not been engaged for construction supervision and assumes no 7. Provide full solid blocking under all bearing walls. responsibility for construction coordinating With these plans, nor responsibility f o r B O T T O M PLATE TO F L O O R JOIST, 3 1-tad PER 2Ka STUDi 4 'J JOIST, i.) q 1 R BLOCKING FACE NAILED 2-16tl PER FOOT 'p N ;'t 1 construction means, methods, techniques, sequences, or procedures, or for safety 8. All beams to have adequato bearing at each end or as specified B A N D J O 16 T . ENO JOIST OR B L O C K I N G precautions and programs in connection with the Work, There are no warranties for a specific use expressed or implied In the use of these plans. 9. All flush beam and joist intersections to have galvanized hangers. F L O O R FRAMING JOIST TO SILL. TOP PLATE, OR GIRDER OR GIRDER TOE NAILED 4-8d PER JOIST BRIDGING TO JOIST TOE NAILED 2-0d EACH END TOE NAILED 2-8d EACH END 6 Refer to floor plans, exterior elevations, and performance schedule for types and sizes of 10. Typical exterior Walls and roof to be sheathed with W' exterior grade plywood or B L O C K I N G TO JOIST P PLATE TOE NAILED 3 lad EACH BLOCK I windows. All windows to be Andersen high erformance,quality or approved equal. 7/16" OSB plywood, group 1 , APA rated. Plywood to span over all plates and B L O C K I N G T o a IL L OR TOP PLATE p LEDGER STRIP TO BEAM headers. JOIST ON LEDGER TO BEAM FACE NAILED 3.1Bd EACH JOIST 1 M TOE NAILED 3-8d PER JOIST 7. Door and Window headers to align unless otherwise noted, BANG J O I S T TO J O I S T END NAILED 3-16d PER JOIST 'I~l I 11. Provide insulation baffles at save vents between rafters. BAND JOIST TO SILL OR TOP PLATE DP PLATE TOE NAILED 2-10d PER FOOT . I 8 General contractor is to ensure that masonry and prefabricated fireplace ROOF S H E A T N G L Construction meets or exceeds all manufacturer's specifications and applicable codes. 12. Exterior flashing to be correctly installed at all connections between mots, walls, S T R U C T U R A L PANELS Chimneys, projections, and penetrations as required by approved construction 4'PERIM ETE R^EO 0 ZONE-16"OIC-6-AT PANEL EDGES D: S 9 General contractor to Consult and Coordinate with the owner and the plans for all practices. ad AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD. IN T~g.IOP LONE' - ia" O/C -6`AT PANEL, EDGES AND IV' R' built in items such as bookcases, shelving, pantry, closets, etc. ad AT INTERMEDIATE SUPPORTS IN TH'E'P AN EL FIELD i ITHIN F THE ERIMET R EDGE OF THE RODE, INCLUDING 4.0 ON EACH BIOS OF THE RODF PE'A K, T E 4'-0 " 13 General contractor to provide adequate attic ventilation and root verbs FOR ROOF S H E A TH IN G WITHIN 4'A" OF TTACHMENT REQUIREMENTS SHALL BE USED. ,In C)' 10. Provide hardwired smoke detectors, With battery backup, on all floors and in each PERIMETER F D 0 E 2 0 N E ATTACHMENT F bedroom, verify with local code requirements as per Section R317, New York State 14. Provide appropriate soffit ventilation at overhangs. COILING S H E A T H IN G Residential Constmctipn Code Install carbon monoxide detectors as per code / GENERAL PLUMBING NOTES GYPSUM W ALL B O A R D I 5d COOLERS 7"EDGE I10"FIE LP WALL SHEATHING GENERAL FOUNDATION NOTES 1. Plumbing subcontractor to be responsible for adhering to all applicable Code and STRUCTURAL PANELS 4-EDGE ZONE .16"O/C-6" AT PANEL EDGES AND 12' AT 6tl INTERMEDIATE SUPPORTS IN THE PANEL FIELD safety requirements. INTERIOR ZONE -16" OIC -6"AT PANEL EDGES AND 12" 1. General contractor to review plans, elevations, and details to determine intended ad AT INTERMEDIATE SUPPORTS IN 1HE PANEL FIELD J Ilia" ad 3" EDGE 16" FIELD O heights of finished floor(s) above typical grade 2 If wall plates or joists are cut during the installation of plumbing fixtures or FIBERBOARD PANELS 25132" 6tl 3^ EDGE l6" FIELD a C% equipment provide bracing to tie framing back together GYPSUM WALLBOARD 2 All footings to rest on undisturbed soil 5d COOLERS 7" EDGE 110" FIELD T- " 4' EDGE ZONE -16"OIC a- AT PANEL EDGES AND 12' AT Z iLIJ GENERAL HVAC SYSTEM NOTES H A R D B O A R D ad INTERMEDIATE SUPPORTS IN THE PANEL FIELD W V `I INTERIOR ZONE -16" 010 -'6'1 AT PANEL EDGES AND 12 m 3. Provide W expansion joint material between all concrete slabs and abutting ad AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD Concrete or masonry walls ocoumng in exterior or unheated interior areas. 1 Mechanical subcontractor is responsible for adhering to all applicable codes and safety requirements. FLOOR SHEATHING 4 Concrete on 4" sand or gravel fill minimum, with 6x6 , 10110 wire mesh reinforcing. STRUCTURAL PANELS 1"011 LESS OR LESS ad 6" EDGE 112" FIELD Q r J, Interior slabs to be placed an 6 mil stabilized polyethylene vapor barrier. 2. HVAC subcontractor to fully coordinate all system data and requirements with the NAILING R E 0 U IR EM E N A E B A D ARE BASED ON L S E THING 1 D 6" OIC AT THE PANEL EDGE IF WALL SHEATHING IS AILED 3" OX AT THE Q Z tT equipment supplier PANEL EDGE TO OBTAIN HIGHER SHEAR IIGHER SHEAR CAPACITIES. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE O r~ ;HEAR PLATES SHALL BE USED TO MAINTAIN THE LOAD PATH Of 5 Provide crawl ace ventilation per local code requirements. CONNECTORS, SUCH AS SHEAR PLATES 6p p - WHEN WALL SHEATHING IS CONTINUr G IS CONTINUOUS OVER CONNECTED MEMBERS. THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE Z 3 HVAC Subcontractor to provide final system layout drawing and submit It to general REDUCED TO 1016d NAIL PER FOOT. 6. General contractor to install cop-r-tex (or copper) sheet metal termite shields contractor, owner, and equipment supplier for final review and approval. DER FOOT. Q between all wood surfaces that are exposed to concrete or masonry surfaces TARE 3.7 7 Dam roof exterior of foundation with a bituminous coa8n as NEW CODE pp g per code and soil " R - 19% MC Hc3i VM EWM VIJJ= FR~W conditions GENERAL WINO PROTECTION CONNECTION NOTES" Adapted from Standard for Hurricane Resistant Residential Construction, SSTD 10-99 iODSTCa1G1ICNMANIN- - 16'O'C' -i and 1996 SBC High Wind Edition Wood Frame Construction RPFTERSPPgMo - GENERAL FLOOR PLAN NOTES Fasteners and Connectors for Wood Frame Construction !TABLE 3.4 IiDOFPRCH ~JCFSPAN; CLIMATIC AND CaEDGRAPHIC DESIGN' CRITERIA WOOD 12 A 24 34 WEATHERIN SEVERE 1 Dimensions shall take precedent over scale drawings (do net scale drwwngs) 1 A continuous load path between Footings, foundations walls, floors, studs and roof 1085 SEC HIGH WIND EDITION WOOD framing shall be provided. FRAME CONSTRUCTION MANUAL _ AL _ $12 11 1 FROST LINE-DEPTH 3'-W T RAFTER SPACING 16" OIC 2 All Interior Walls to be covered with t'A" gypsum board with metal Comer reinforcing. 126 mph FASTEST' W INDS P E ED 412 4 RM 7E MODERATE TO HEAVY Tape, float, and sand (3 coats). 2- Approved connectors, anchors and other fastening devices not included in the - ~~T]'f\ Standard Building Code, Table 2306.1 shall be installed in accordance with ROOF ROOF NUMBER - 5112 11 DECAY SLIGHT TOMODERATE NUMBER 7 El WINTER DESIGN TEMP. 11 Y 3. Walls common to ganage and house to have a layer of 518", fire rated gypsum board I manufacturer's recommendations. PITCH SPAN (N) OF NAILS DER- -SPECIFICATIONS !STALE CODE r`--^ OF NAILS_ 127.1212 FLOOp HAZARDS AS,PER MANUFACTURER'S 1 -1 5 SOUT~NfOLD BENLDINO DEPARTMENT LENT OD HAZARDS at garage side with 5'-0" return on adjacent walls and ceiling Manufactured lumber 4.12 12 - 3 requires 2 layers of 5/8", fire rated gypsum board. 3. Metal plates, connectors, so news, bolts, and nails exposed directly to the weather or 16 4 3 &12 IAYfo1ENT REQUIRED subject to saft corrosion In costal areas, shall be stainless steel Or hot dipped _ io 5 4 3 5 El 4. All bath and toilet area walls and ceilings adjacallt to Wet areas to have water galvanized 24 5 resistant gypsum board, or wall file set an Wanderboard or equal. 2,8 7 7 1 OVOJPANC CIASSIFICAlN7N' R3 RESIDENTIAL'-;SE 0010'BUILDiN E"N.V.S, rte" 4, Where Windows and downs interrupt mod structural panel sheathing, and siding, 32 _ a - t! 'USE DWELLING NR-SE ON 31Q' 310.2 DESIGN LOAD CALCULATIONS framing anChors or connector shall be provided at the top, and bottom of cripple ae - studs, header studs, and at least one stud at each side of opening. s iz t z _ a 3 2 HEIGHT to 4 MINIMUM UNIFORMLY DISTRIBUTE15 LIVE LOADS lbsf '2b - 4 4 FIRE AREA '(aty TOTAl- ; - .4 3 TYPE F CONSTRUCTION WOOD FRAME CONS UCTUJN EXTERIOR BALCONIES 00 5. Ridge straps shall be attached to each pair of opposing rafters except where collar '2a 6 DEC S 40 has of 1 x6 or 2x4 lumber is located in upper third of attic space and aflaeh to each pair z8 - 6 s 4 DE9 CRITERIA PRESCRIPTIVE DESIGN.IM 'HIGH WIND EDITION WFCM tr" 6 ATTICS WITHOUT STORAGE 30 of rafters 32 7 ATTICS WITH STORAGE 40 6. Uplift connectors shall be provided at each rafter bearing. 36 7 7 5 FRAMING ELEMENTS SEE OOR PLANS AN SECTIONS , ROOMS OTHER THAN 'SLEEPING ROOMS 40 612 12 _ 3 7 8 DESIGN LOAD ILAnow SLEEPING ROOMS 30 7 Floor to floor hold-downs to be provided every 48, and every 16" within 4'of exterior _ts '3 - 3 7 N/INDOW AND DOOR SCHEDULE 3 B LOAD PATH SEE SECTION "A' n 4 comers. GRITE R''IA F CALCULATION 11 F DEAR LOAD - - _ b a Ruw.mu aun uu~o , . AL; I A WhIUM A IA tiM14CED O A.I. . S. Sill Plate to Foundation Anchorage: Sill plebe shall be anchored to the foundation 328 2 10 EGRESS ARCHITECTURAL GRAPHIC STANDARDS with anchor bolts having a min. bolt diameter of 518" and 4"z3"N 116"wastnmaA - -3e 9 - . e 11 PLUMBING RISER DWGRAM S minimum of onCAnchor bolt shall be proy1dedv i"O 9 to 12 inches of eeph~end of ):12-t 212 12 $N O O W - each plate. Ancherbclis shall have a' midimum embedment oit7lnches in concrete/ 1 16 12 FIRE'P TE D ~b . _3 15 TRUSS'DESIGN WNG5 GROt MD $N OW LOAD masonry,foundations. ' Anchor bole shalt be located within 12i1ohssof cortwesand at 1 20 e - - 14 ENERGY CAL - LA - S I- spacing ,note8ceeding 4 feat on center 24 - - SEISMIC - 2s _ 5 5 4 Z ~1l DESIGN CATEGORY B _ 32 B `d THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT WIND as B 7 WID 9PEE0 1 0 mph SPECIFICALLY, WRITTEN FOR THIS PLAN. THEYARETOBECONSIDERED,AS GFESSt' 1 EXPOSURE C AT E G R Y GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR -:1O it is I GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS, T i f STRUCTURAL WOOD PANELS FOR WIND_BORME DEBRIS PROTECTION- FORW.WLOPENINGPROTECPONONMMPH3SECONDWINDCOSTS WINDOW AND DOOR, SCHEDULE ,MAXIMUM MEAN ROOF HHOW 351 :SYMBOL MODEL NO WINDOW TYPE CLEAR GLASS MULTIPLE SECTION ASSEMBLY. 114" GLASS EFFECTIVE PRESSURE REQT) DI-SIGN DFS((,,N PRES"iURF THICK BOLTS 2' OC OPENING AREA 10.6 A 3046 NAR"P INE '&911 - 90.8 20 4 24.264, 20' X.S',3" W 7.19 10 4 25.9 28.1 20* 3'^6" X 41-1" B 3032 NARR4LINE 3.98 7.19 ; C 2432 NARROLINE 3.06 5.42 5,42 10 4 25.9` -28:1 20' 3,~„ X 4"_1„ D AN31 AWNING WNING 13 3.5 3.5 10 5 25.9 -34.7 35 3'-6" X 2'-3" h 49.71 50 4 23.2 -25A 40', 12'-6" X 7'-6" ; E FWGI20611A FRENCH WD. GLIDER 15.31 49.71 F FWG60611 FRENCH WD. GLIDER 34.86 22.9 22.9 50 4 212 -25.4 40 7'-5" X T-2" ALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR APPROVED EQUAL :D EQUAL CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B MUST HAVE DP UPGRADE KIT. y COEFFICIENT 1.0 WITH 120 mph BASIC WIND SPEED. AS PER E E MEETS NY STATE EGRESS REQUIREMENTS TABLE R 301.2 (2) NEW YORK STATE BUILDING CODE. FOR HABITABLE SPACE. R CUSTOM GRILLES - SEE ELEVATIONS I WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WIT, 7ECTED WITH REMOVEABLE 5/8" WOOD STRUCTURAL PANELS WITH MAXIMUM OF 8'-0" SPAN. FASTENERS FOR SPANS UP TO 6'-0" SHALL BE 2 1 SHALL BE 2 112 8 WOOD SCREWS AT 16" O/C, FASTENERS FOR SPANS UP TO 8'-0" SHALL BE 2 1/2" - #8 AT 12" O/C'. TABLE 301.2.1.2 1.2 O' 4 ALL NARROLINE WINDOWS MUST USE: 0 '4" DP UPGRADE SILL STOP. (SILL STOPS TOTAL A 1-114" 112" HEIGHT SILL STOP (OR STOOL) AND THE ADDITION OF A 112" X 3/4" DP UPGR/ NCLUDED WITH DP UPGRADE SILL STOP KIT.) \ HEIGHT AND REQUIRE THE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED W V E REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED CL \ ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRE[ LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR w 1.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO T \ GLAZING MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW YORK ST, .W YORK STATE RESIDENTIAL CONSTRUCTION CODE. w '4' w Tl. SHUTTER ASSEMBLY REFER TO SECTION R 1609.1.4 FOR ALTERNATIVE OPENING PROTECTION. iTION. - " ' N.T.S. FOR PANEL SPANS: 0 <41-0" WIDE SPAN TABLE 1609.1.4 4"0 ROOF VENT a ROOF VENT O 23132" AAA SPAN-RATED 48124 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") ROOF I I' - - - I USE AC GRADE Wl2 COATS EXTERIOR PAINT 2 SIDES, 4 EDGES. „ q LABEL ACCORDING TO LOCATION. ASSEMBLY. ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING wl #8x3" (w/ WASHERS) GALVINIZED OR ATTIC °gATH STAINLESS STEEL WOOD SCREW ®16" O.C. OR BETTER ti- - ALTERNATIVE FgSTNER FOR SHUTTER TO BUILDING: - ill „2 1w #10 TEE NUTS ATTACHED TO BLDG. w/ #1Ox 1 Ys' (W/ WASHERS) MACHINE BOLT @ 12" O.C. j W WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO, THEY SHALL BE ATTACHED 6 UTILIZING VIBRATION RESISTANT ANCHORS HAWING A MINIMUM "THDRAWL CAPACITY OF 4901bs. SECOND FLOOR - - - - - 1- SHUTTER ASSEMBLY C 0 1 4 r '~13 11114 t//t N.T.S. "3 4 4 FOR PANEL SPANS: 4'-0" OR WIDER SPAN u. 'I ,,KITCHEN---{~Q SPECIFICATIONS AND ASSEMBLY IDENTICAL TOO t4'-O" SPAN. I NOTE ADDITIONS: - _ L. 11 114 4 11 in 1114 .1.4 2x4 STRONG'BACKS ® 24" OC r A SINK' h CD W.~ I-~ W II i ASSEMBLW 1). PREASSEMBLE PLYWOOD TO?x4'S: # 10x3" (wl WASHERS) GALVINIZED OR STAINLESS STEEL ~ I- L- L SHC WER I WOOD SCREW 12" O.C. FIRST FLOIOR _ h... _ . . 12 x f, 114 'j6 'T - ALTERNATIVE FO R OPE~N6 PROTECTION TO SUFFOLK COUNTY . I t _ . DEPT. OF HEALTH 4"CII 6ERVIOESMPRONEO y WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7116" AND MAXIMUM PANEL SPAN OF 8'-O" HOUSE SPhERLINE 1 TRAP I . SHALL BE PERMITTED FOR OPENING PROTECTION. IN ON AND TWO STORY BUILDINGS PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE FRUVIUhu. BASEMENT - - - _ (REFER TO SECTION 1605.1.4 AND 1608 8.5 AND TABLE 1608 1.41 TABLE 1609.1.4 WINOBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS SLOPE" 1/4" PER FOOT F_ l4" PER FOOT PlTrH TO PRAIN .+f TENER SPACING INCHES PANEL SPAN 4 V 2'-0" <RANEL 4'.0"< PANEL B'-U" a PANEL FASTENER TYPE SPAN 4 410" SPAN 4 6'-0" SPAN 4 8'-0" II^N U ' LL /1 r,' 'ING DIAGRAM 2112"40 WOOD SCREWS 16, Is t2 5 YUfiM/' U IVI 2112" A6 WOOD SCREWS 15 1B'. iB 12 A THIS TABLE IS BASED ON A MAXIMUM WIND SPEED 13 SECOND GUST) OF 130 MPH AND MEAN ROOF HEIGHT OF 33'-O° OR LESS 07 B FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. C WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY I STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM W ITHORA W L CAPACITY OF 490 LES. I (il, i) II RIDGE--f2l- ' RAFTER.-- LISP RS250 AT - I U' i A ~RAFTERIRIDGEJRAFTERwi +m - - RAFTER ±l KING STUDS IG sroos - - i I I ! I RAFTER STUD RIDGE - - USP RT16 OR (2) RT7 ADER -1 f II,- n F RAFTER - d a7 HEADER TOP PLATE - - U TOP PLATE - - USP RS250 AT 21 USP RT20 USP RS260 AT 16' - USP RT3 PRTB - - P RS250 AT 12' - USP LS OR TMU IES - WALL STUD WALL STUD - O USP RS250 AT 12' - CONNECTION P?RO CT NUMB I i JACK STUDS - .K STUDS PJ r19 NAPTERIRMf'i RAFIERWTM CT' R52502T' RAPTEPIRIDGEIRAF'IER WRHOUI'CT , REM 21" Y LSSHI7S RAFTERIPLATE/STUO R RAFTERIPIATE RTIS WRT7 PLA7E/STUD R5250 1S" M ,RAFTER/RIDGEIRAFTERw%ocr B -,RAFTERRLATUSTUD B RAFTER/PLATE - PLATEiSTUD C HEADS I C HEADERISTUDHEADERIJACK HEADERISTUD RTa HEAOERIAACK STUD RS250 12" FLOOR TO FLOOR KLFTA aRS260 36' E STUD/PLAIEISILL R8250 36' Z P STUDIPLATE RS250 16" W PIATEISILL MPSF F ANCHOR BOLTS IBM* a C7 G POST ANCHOR FOR DECKS PAU SERIES m POST ANCHOR FOR COVERED PORCHES CBE SERIES Q z ' iNT QRFX4-18'_OIC COLLAR TIES MM. ! j, a z p- d Q POST USP CBE P.C. FOOTING - 2ND. FLOOR WALL STUD 2ND. FLOOR WALL STUD - T. FLOOR WALL STUD - l) r1 1ST. FLOOR WALL STUD - - 1ST. FLOOR WALL ST U3 2ND FLOOR PLATE - - 2ND. FLOOR PLATE - G 'IPOST ANCHOR FOR CwERED PORCHES w 11 z SUBFLOOR - "FLOOR""" iST.FLOORPLATE 18T. FLOOR PLATE T. FLOOR PLATE - w . ISFLOOR - - RIM BOARD - - -F~ RIM BOARD - - - fl SUBFLOOR - SUSFLGOR USP KLFTA - USP RS260 AT 38' _ USP RS250 AT 36' USP RS250 AT i(' - ;P RS250 AT I(r a 0 80ARD - 1 1ST. FLOOR TOP PLATES - 1ST. FLOOR TOP PLATES--- RIM BOARD - - RIM BOARD DOUBLE SILL PLATE DOUBLE SILL PLATE POST 1- { a J F'^h USP,MP6F - 1ST FLOOR WALL STUD ~ 1ST,FLOORWALLSTUDr---- FOUNDATION WALL L) FOUNDATION WALL !P MP6F )UBUESIULPLATE IUNDATION WALL - - -O L „ USP PAU Z' Q P.C. hb ,DTMO -E) , (u 0 D__ ,FLOOR TO FLOOR D 'BFI OqR Tp, J LOOR,_ _ E STUD/PLATV5lLL_ E , STUD/I G ~ P05T.. HdQRS F.o.RDVUM - - E STUD/PLATE- PLA7ElSILL,7, FJ 3 OFFS