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HomeMy WebLinkAbout37858-Z �ogUFFOi�-��Uy Town of Southold Annex 1/9/2014 P.O.Box 1179 C v 54375 Main Road ia x D Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36701 Date: 1/9/2014 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 2230 Laurel Ave, Southold, SCTM#: 473889 Sec/Block/Lot: 56.4-2.22 Subdivision: Filed Map No. - Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 3/4/2013 pursuant to which Building Permit No. 37858 dated 3/12/2013 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: ADDTION TO A ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Quillin,Kevin&Quillin,Lorraine (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37858 01-02-2014 PLUMBERS CERTIFICATION DATED A TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37858 Date: 3/1 212 0 1 3 Permission is hereby granted to: Quillin, Kevin & Quillin, Lorraine 2230 Laurel Ave Southold, NY 11971 To: construct an addition to an existing dwelling as applied for At premises located at: 2230 Laurel Ave, Southold SCTM # 473889 Sec/Block/Lot# 56.-1-2.22 Pursuant to application dated 3/4/2013 and approved by the Building Inspector. To expire on 9/11/2014. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $344.00 CO -ADDITION TO DWELLING $50.00 Total: $394.00 Building Inspector Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY Thin application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new-use: 1. Final survey of property with accurate-location of all buildings,property lines,streets,and unusual natural or topographic features. 2, Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form):. 3. Approval of electrical in from Board 6f Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 of l% 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 Eompleted agpli.cation 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 1. Certifcaie of Occupancy-New. dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50:00, Swimming pool-150.00, Accessory building$-50.00,Additions.to accessory building$50.00,Businesses$50.00: -- 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. 4 3 New Construction: Old or Pre-existing Building: (check one) Location of Property: U /4yc. -�.Fcja-Ho/. House No. Street Hamlet Owner or Owners of Property: �v 1 k �- ►2.2 fit - Q ChL_L.1 f-{- Suffolk County Tax Map No 1000, Section Block Lot 2-9 Subdivision kul-t Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary. Certificate Final Certificate: (check one) Fee Submitted: $ r Applicant Signature o�*OF SO(/l�,ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q roger.riche rt(p7town.southo Id.ny.us Southold,NY 11971-0959 C4UNV I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Kevin Quillin Address: 2230 Laurel Ave City: Southold St: NY Zip: 11971 Building Permit#: 37858 Section: 56 Block: 1 Lot: 2.22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: homeowner DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 10 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 5 Twist Lock Exit Fixtures TVSS Other Equipment: SUN ROOM, 1-paddle fan Notes: Inspector Signature: Date: Jan 2 2014 81-Cert Electrical Compliance Form.xls _J Of SO(/l�ol - - - cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION OU DATION i ST [ ] ROUGH PL13G. UNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT C7UGH) S ION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL [ CTRICAL (FINAL) REMARKS: Li ' i�7 1, DATE 1�0Ixe--3 INSPECTOR � r G ho��0 aryolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOU ATION 1ST [ ] ROUGH PLEIG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) c REMARKS: DATE INSPECTOR . OF SOUlyo6 c UNi 1,� Q TOWN OF SOUTHOLD BUILDING DEP 765-1802 o n INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE S �� INSPECTO ' OF SO[/jyo coutom, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] #GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS. G DATE F�3 INSPECTOR pF SOUlyolo �yCouril TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: - G--&,�, - � DATE �'�`N� " �` < INSPECTO t i FIELD INSPECTZUN REPORT DATE MMENTS FOUNDATION(IST) ALd °N - --------------------------------- FOUNDATION(2ND) 1—2 3 � o ROUGH FRAMING& y PLUMBING INSUL•ATION PER N.Y. H STATE ENERGY CODE t .. . . CA Co C FINAL ADDITIONAL COMMENTS 90 `z . m . L z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees fi; (V�� � C.O. Application L 1J Flood Permit Examined --� . 02 120/-3 Single& Separate MAR •°4 na Storm-Water Assessment Form 2 / Contact: Approved 120 BLDG. DEPT. Mail to: Disapproved a/c TOWN Of SOUTHOLD —' Phone: (96 6"Ir _ y' Expiration i�20 ��.� —�U Building Inspector APPLICATION FOR BUILDING PERMIT Date f 6 �/3 , 20 INSTRUCTIONS 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 premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months fi-om 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. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises u I^L-LI (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. _ ,L.'L F Plumbers License No. r Electricians License No. Other Trade's License No. �. 1. Location of land on which proposed work will be done: 2-2-3c) L _j House Number Street Hamlet County Tax Map No. 1000 Section Block \ Lot o�o� Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy ,Cr,.1i,—c— f� . 3. Nature of work (check which applicable): New Building Addition ✓ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee A�H eye (To be paid on filing this application) 5. If dwelling, number of dwelling units Ntimber 6f'&elling 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 3 v Rear Z6 Depth Jo Height Number of Stories 2-- Dimensions of same structure with alterations or additions: Front Rear d" Depth Z, W Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 15-0 Rear ��a Depth 26S 10. Date of Purchase P� j �1' I Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address l zYo Axz <4l-e Phone No. JG;' 6o b'y Name of Architect M. 1c�• Address Phone No Name of Contractor Sze, Address Phone No. 7 4t9---';cJ ff 9' 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 REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ✓ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO IF YES, PROVIDE A COPY. CONNIE D. BUNCH STATE OF NEW YORK) Notary Public,State of New York No.01 BU6185050 SS: Cuaiified in Suffolk County COUNTY OF ) Commission Expires April 14,2R� 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. Sw` i to before me this `�'� day of 20 l3 dY1 w�P - Notary Public Signature of Applicant o��pf SO{/p�o! � o Town Hall Annex 1 4 Telephone(631)765-1802 54375 Main Road ax(631)765 O Ut995 P.O.Box 1179 Qe W0QQ2$ O I . nV US Southold,NY 11971-0959 I BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION ' REQUESTED BY: Date: Company Name: Name: License No.: : Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: V IAIUI LL/,v *Address: AS 6 Z tie. &10 11 /67 i *Cross Street: Cr..cCC•oLs /,rt. *Phone No.: y Permit No.: r Tax-Map District: - 1000 Section: �Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) l - i (Please Circle All That Apply) rr� *Is job ready for inspection: G` ' YO NO �o�h l� Final *Do-you need a Temp Certificate: YES/ NO I Temp Information (if needed) � *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead E Additional Information: PAYMENT DUE WITH APPLICATION 1 in ID� M .82=Request for Inspection Form �� 3 i Town of Southold - Chapter 236 - Stormwater Management y- Z SWPPP - Storm [[Hater Pollution Prevention Plan Assessment Form i GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner-Agent-Consultant-Contractor or Other(circleone) Property OWNER:(II'Dlfferent than Applicant) I'. Address: Add1ess: l I i Telephone 9. Fax 0: Telophone g: Fax#: i E-Mal E-Mail: Property Address: Brief Description of Constriction Activity,Proposed Suactural BMPs,Soil StabaTimtion BMPs,Project Scope and/or Sequence of Construction.Activity l �D6trtrki Se [Provide Adddonal Pages as Needed) 1 W Section ebek Le! i NxneofConlzac r andfor Contact Person Responsible for Implementation ofSWPPP: __--- Address: __ L_ �C✓.� _QGl ��__G�%l Telephone#; Fax#: -____-__-_ __ _-_ �_--_ r- �. E-Mal. - : - ? -��, �__ __ r� --- t_ ------- Name of Persans Responsible for Installation&Maintenance ofEroslonContrull Practice: - --------"-"- Address: #: - -------------------------- Telephone Fax# _ -f-, - E-Mall: --------------------------------------------- -----------------------______-________ i Total Area of All ....-...__ i Total Area of Land Clearing I Project Parcels: andlor Ground Disturbance: -----------------------------,__ ____________ (S.F.f Ayes) (SF.f Aaav) i Pro)eetDurallon: start End _..____ _____ _ ________ _ _-,_---..---.-__--__ i (Anticipated) Date: Date: __•-_----____--------_---- .._.__.------------- I (Nuncerrl Ce:endor0eya) Yill this Project Disturbe five(5)or More Acres at Q Q -'--- m ----' _.__._____,__________________ Any One Time During the Proposed Development? Yes No -----------------•--------------------------- IfYES:Please Answer the Following! ------_---,__-._----__---_--.._..-.,--------------- a. Does the Applicant have a Quallfed Inspector On Staff To Conduct the Required Inspections? 0 0 b. Does the SWPPP Indicate How Frequently the Site O O List the NAMES or desorption of all Potentially Impacted Watorbodies andror Wetlands: Inspections will Occur and for What Period of Tlme? Yes No j c. Does the SWPPP Adequately Identify All Temporary [� and/or Permanent Soil Steibalizat(on Measures? Yes No d. Does the SWPPP Adequately ldentifyaComplete _--•-•-•--•-_......_._._.__.._-.---._._._.._._..-_-----. ._-__.____...-------..-._-- Project Phasing Plan? Yes No stews or Impacted wa e. Does the SWPPP Indicate Additional Site Specific = t....J terbodY:leg.TMDL,303(d}Listed Impaired_) Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Weterbody-(eg.lake,Creek,Bay.Pond,sound,Freshwater Wetland...} Of Intent and SWPPP Acceptance Form for Review Q I i by the Town of Southold? Yes No -- ---- ---GO -Rt fiIII- ------ ------ I. STATE.OF NEW YORK, ularY Punlic,state of New York COUNTY OF...........................................SS No.01 BU6185050 I, Qualified in Suffolk Couno-1 '{�o That I,................(Name of i ...............being duly sworn,deposes MMIf RtgrlVfi-I i63AR oo �-- for Permit, ndividual aigaiag Documer:lj Andthat he,/she is the .................................. .... ............................................. ... i. ................................................ ........ .... (owner,Contractor,Agent,Corporate Office,eta) _•. Owner and/or representative of the 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 f that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; .............`. `...:�l--------------•---_.day ofL.V_.`x!y __ ..... ...............,20�._) Notary Public: .... `�C� _...... ��.. \......... ..... .(Signekae of AppGcan1J I SWPPP Assessment FORM: 03-12 i i 41DERWWE KMVftMATE ' REQUIRED 1 g�1 9TLrr ENCLOSE OL.TO co UPON.IC �tPLET1OAE EEFOAE •'�aTER•• 23 0 G � p �.. •.E ` • 1Y � ;; ;G � -o tp LI�� O z ASPHALr :RiVFNA l0 - ze• 1 A 8 - F. 1 _ , 2F,8 U8 • ' S.?�o38 5O. w. or� IAT LY �s ENCLOSE POOL' �CO E °Mt 29 UPON�®AFL T6Ofv `z BEFORE." AER" 0 a at ul Yea - S.6 PONU e• It Generated by REScheck-Web Software Compliance Certificate Project Title: Quillin / Rich Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent Designer/Contractor: Laurel Avenue Quillin James Rich Southold,New York Laurel Avenue Southold,New York Southold,New York e • - Compliance:13.70/6 Better Than Code Maximum UA:146 Your UA:126 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home- Gross Cavity Cont. Glazing UA Assemblyor or D•• Perimeter • Ceiling:Cathedral 360 30.0 0.0 12 Floor:Unheated Slab-On-Grade 55 10A 42 Insulation depth:2.0' Wall:Wood Frame,16in.o.c. 478 19.0 0.0 17 Window:Wood Frame,2 Pane w/Low-E 119 0.280 33 Door.Glass 79 0.280 22 Compliance Statement. The proposed building design described here is co 'stent with the building plans,specifications,and other calculations submitted With the permit application.The proposed building a designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck-Web and to comply with a atory re 're nts listed in the REScheck Inspection Checklistt.. Name-Title re Date f NEW�0 O g yA Project Title:Quillin/Rich Report date: 11/07/12 Data filename: Page 1 of 4 CGenerated by REScheck Web Software NJ( Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Ceilings: ❑ Ceiling:Cathedral,R 30.0 cavity insulation Comments: Above-Grade Walls:. ❑ Wall:Wood Frame,16in.o.c.,R-19.0 cavity insulation Comments: Windows: ❑Window:Wood Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door.Glass,U-factor:0.280 Comments: Floors: ❑ Floor:Unheated Slab-On-Grade,2.0'insulation depth,R-10.0 continuous insulation Comments: Slab insulation extends down from the top of the slab to at least 2.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 2.0 ft. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,.and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier.Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. Project Title:Quillin/Rich Report date: 11/07/12 Data filename: Page 2 of 4 (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. M Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U factors are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181 A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions., Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and lacking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 drn per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are Included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Project Title:Quillin/Rich Report date: 11/07/12 Data filename: Page 3 of 4 Pool heaters operating on natural gas or LPG have an electronic pilot light Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions.- Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage-15 (d)50 lumens per watt for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R values;window U factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title:Quillin/Rich Report date: 11/07/12 Data filename: Page 4 of 4 �J( 2010 New York Energy Conservation . Construction Code Certificate Ceiling/Roof 30.00 Wall 19.00 Floor/Foundation 10.00 Ductwork(unconditioned spaces)- lass& ®.. • Window 028 Door 028 NA �Hbatih• •. • s Heating System: Cooling System: Water Heater. Name: Date: Comments: Generated by REScheck-Web Software CNJ/ Compliance Certificate ECEHE D MAY 2 4 2013 Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York BLDG. DEPT. Construction Type: Single Family TOWN OF SOUTHOLD Project Type: Addition Glazing Area Percentage: 41% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent Designer/Contractor: Laurel Avenue Quillin James Rich Southold,New York Laurel Avenue Southold,New York Southold,New York • • • UAtradewoff Compliance:10.20/6 Better Than Code Maximum UA:167 Your UA:150 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross Assemblyor or D•• Perimeter • Ceiling:Cathedral 360 30.0 0.0 11 Skylight:Wood Frame,2 Pane wl Low-E 37 0.280 10 Floor:Unheated Slab-On-Grade 55 0.0 57 Insulation depth:2.0' Wall:Wood Frame,16in.o.c. 478 19.0 0.0 17 Window:Wood Frame,2 Pane w/Low-E 119 0.280 33 Door.Glass 79 0.280 22 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has en designed to meet the2010 New York Energy Conservation Construction Code requirements in REScheck-Web and to comply with the ndatory requirements listed in the REScheck Inspection Checklist. Name-Title ���� S' nature Date OF NEW ca 0 , w 0 b 8 22"\ �9oFESSI& Project Title: Report date: 05/06/13 Data filename: Page 1 of 4 CGenerated by REScheck-Web Software NJ( Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Project Type: Addition Glazing Area Percentage: 41% Heating Degree Days: 5750 Climate Zone: 4 Ceilings: ❑ Ceiling:Cathedral,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑Wall:Wood Frame,16in.o.c.,R-19.0 cavity insulation Comments: Windows: ❑Window.Wood Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Skylights: ❑ Skylight:Wood Frame,2 Pane w/Low-E,U-factor.0.280 For skylights without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door.Glass,U-factor:0.280 Comments: Floors: ❑ Floor:Unheated Slab-On-Grade,R-0(uninsulated) Comments: Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: Project Title: Report date: 05/06/13 Data filename: Page 2 of 4 (a)Air barriers and thermal barrier.Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. M Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. t (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 drn per 1 q0 ft2 of conditioned floor area. Temperature Controls: Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. ❑ Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: Project Title: Report date:05/06/13 Data filename: Page 3 of 4 HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light ❑ Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage-15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window ! U factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Report date:05/06/13 Data filename: Page 4 of 4 010 New York Energy Conservation Construction Code Certificate jn Ceiling/Roof 30.00 Wall 19.00 Floor/Foundation 0.00 Ductwork(unconditioned spaces): o.. Window 028 Skylight 0.28 Door 028 NA 'Heatin. . CoolinEfficknc Heating System: Cooling System: Water Heater: Name: Date: Comments: LL.H Iliul — ll�llLL Lu 1_llJ Ll luil llLII + , III l I_LI LI I III. +ir' - ---- LLLLLI Ll Uij �_ll 1L11_.11._L JLllll - I ll_ILLI ��►_ llL1L_lll � i � -u -u _11J�_11J11�11�1.1�-11 I�EAfZ ELEVATION 1 /4" = 1 '-O" SCALE Af l''.N6.t C� 1 ©ATI tap �Y ..(t--t \T � Fol Rot TR .. INSuLmI@N -- t�lUfiF. tffi . ALL C®NMRUCfii©N NQLa1c.1NfiLLI ® INN�R CON�ifi1�����11@N BETA!"'. ST�'"'`� V�!ATER RUNOFF PUR --!APTER 236 CLUE. Ll 17 R71 're- 1 1-LLI_I-U-LII�-� �11_11--1U-1-ll1Ul � V (�9' ' �� ���� � �" ' �f •� �. ��0 �(uJ{r�. �'�7� c•.c � v`� ti c�u �_YCk�� 4, __. .. .�.. LEFT SIDE .ELEVATION SCALE• APPROVED BY: DRAWN B� REVISE^ DATE: 11411 = I '-O" SCALE DRA NG NUMBE_R k I 2 1'-5" I , 8'-1 1/2- 2'-7" - 1 OTRANSpM C6ANSOM\ OTRAN50M �— - B FCA BETWEEN DOOR*LTRRLANSOM R AO i r _ ,� _ 13/4"X 9 112"LVL HEADER w ., S M ,�...__.:�.�._:.._..,- -_- _.^�._ _:.:..:�_.�_. �- ---- --=-. ._ _.. _ ___.._._.._- . _ 2"X 6"C.T. � E TRAN WINDOWS o XX_ PROPOSED GREAT ROOM ` ? 4 to1i,,-tJta I i u) " X• l0 1 N �2 X 12 R.R. CATHEDRAL CEILING M _ 3ecno►i @ 16"O.C. m 47° SLIGHT `� f i 1 f 22% VENT O ON � I t i I r I f 2"X 6"C.T. N + j / 2"X 12" R P f^ Lo _e 3�_6. @ I G"O.C. —� Z I 5 „- 13/4"X 117/8"LVL " U FADER ABOVE OPENING I J ' Z 4 PROVIDE 3'-O"hrgqh a Z KNEE WALL W/C!;P RAIL E CROWN TRIM � v 0 dfa. HB*G INTERIOR PERMACAST COLUMN W/ �! CAP#BASE EXI5TING KITCHEN (j z EXI5TING DEN z < a� 0 i i to R� FI (�ST 0 FLOOK PLAN ' "g _ 1/4" = I '-O" SCALE I ' l v82 1 APPROVED BY: SCALE-.--,[`t�_L�_ ----. DRAWN BY DATE: - - REVISED i' r ~- -yDRWNG WJMBER i Ts 1 • 4 LL 1! = i 1171, r•� V i y 11 1' 1 11 i I Ql Fill, OF ssiolm SCALE;_ �.__ APPROVED BY: DRAWN DATr c ""' - REVISE—__.�._ DRAWING NUMBER a�-Qfm-.6 GENERAL CONSTRUCTION NOTES GENERAL FRAMING NOTES MAILING SCHEDULE 1.The information on this set of construction documents is to relate basic design 1.All walls,2X4 and 2x6,to be stud grade or better 16"o/c. All other framing material TABLE 3.1. INCLUDING 3.3 AND 3.9 intent and framing details. They are intended as a construction aid,not a substitute to be#2 douglas fir or better. 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL for generally accepted good building practice and compliance with current New York JOINT DESCRIPTION NAIL QUALITY NAIL 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,structural ROOF FRAMING: Z pfOCed P ty � RAFTER TO TOP PLATE TOE NAILED 8'-0" WALL: 3-8d PER RAFTER sound,and weatherproof completed product. 3.Provide double floor joists under all walls parallel to floor joist span direction unless 10'-0" WALL: 4-8 d PER RAFTER Z 0_ otherwise specified. CEILING JOIST TO TOP PLATE TOE NAILED 8'-0• WALL: 3-8d PER JOIST 10'-0" WALL: 4-8d PER JOIST l- W 2.General Contractor to coordinate all sub contractors,scheduling of work,and CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP Q interaction between trades. 4.Provide x-bracing or solid blocking at a maximum of 8-0"o1c for all dimensional CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH L A P lumber floor joists. COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE IL 01 3.The general contractor is responsible for ensuring that all work and construction BLOCKING TO RAFTER TOE NAILED 2-8 d EACH E N D meets or exceeds current federal,state,and local codes,ordinances and regulations, 3/4" RIM BOARD T O'R A F T E R END NAILED 2-18 d EACH END U QU 5.Floor tongue and groove plywood subfloor. Finished material to be � Z � Iz etc. These codes are to be considered as part of the specifications for this building applied over subfloor. Glue and screw plywood decking to f=joists. WALL FRAMING (f) < ri �z and should be adhered t0 even if they are in Variance With the plan. TOP PLATE TO TOP PLATE FACE NAILED 2-18 d PER F O O T 6.All window and door headers to be minimum 2 2x 10 unless otherwise S TOP PLATES A T INTERSECTIONS FACE NAILED 4-18 d JOINTS - EACH SIDE ( ) P��• FACE NAILED 2-18d 24` O/C •• 4. Dimensions shall take precedent over scale drawings(do not scale drawings). All interior headers to be 2 2x10 unless otherwise STUD u D T o STUD u o ( ) specified. HEADER TO HEADER FACE NAILED 18d 18' O/C ALONG EDGES Z TOP OR BOTTOM PLATE TO STUD END NAILED 2-18d PER 2X4 STUD mes no 7.Provide full solid blocking under all bearing walls. 5.The designer has not been engaged for Construction supervision and assu 3-18 d PER 2 X 8 STUD 4-18d PER 2X8 STUD U Q >_ responsibility for construction coordinating with these plans,nor responsibility for BOTTOM PLATE'T O FLOOR JOIST, CD construction means,methods,techniques,sequences,or procedures,or for safety 6.All beams to have adequate bearing at each end or as specified. B A N D J O I S T, END JOIST. OR BLOCKING FACE NAILED 2-1 6 d • - PER FOOT precautions and programs in connection with the work. There are no warranties for a FLOOR FRAMING specific use expressed or implied in the use of these plans. 9.All flush beam and joist intersections to have galvanized hangers. JOIST TO SILL. TOP PLATE, OR GIRDER TOE NAILED 4-8 d PER JOIST BRIDGING TO JOIST TOE NAILED 2-8d EACH END 10.Typical exterior walls and roof to be sheathed with%"exterior fade or BLOCKING TO JOIST TOE NAILED 2-8 d EACH E N D 6. Refer t0 floor plans,exterior elevations,8MI Window schedule for types and sizes of YP g P BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-1 O d EACH BLOCK Windows. All windows to be Andersen high performance quality or approved equal. 7/16"OSB plywood,group 1,APA rated. Plywood to span over all plates and LEDGER STRIP TO BEAM FACE NAILED 3-1 6 d EACH JOIST ll-I headers. JOIST ON LEDGER TO BEAM TOE NAILED 3-8d PER JOIST ::) 7. Door and Window headers to align Unless otherwise noted. BAND JOIST T O JOIST END NAILED 3-18 d PER JOIST Z Z 11.Provide insulation JOIST TO SILL OR TOP PLATE TOE NAILED 2-18d PER FOOTn baffles at cave vents between rafters. J O Q 6. General contractor is to ensure that masonry and prefabricated fireplace ROOF SHEATF41NOJ construction meets or exceeds all manufacturers specifications and applicable codes. 12.Exterior flashing to be correctly installed at all connections between roofs,walls, STRUCTURAL PANELS 4' P E R IM E T E R EDGE ZONE • 18" O/C - 8' A T PANEL EDGES (� W chimneys,projections,and penetrations as required by approved construction 8 d A N 0 AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 9.General contractor to consult and coordinate with the owner and the plans for all practices. INTERIOR ZONE - 16" O/C - 8"A T PANEL EDGES AND 12" 8d AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD built in items such as bookcases,shelving,pantry,closets,etc. FOR ROOF SHEATHING WITHIN 4'-0' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4'-0. ON EACH SIDE OF THE ROOF PEAK, THE 4'-0- '• 13.General contractor to provide adequate attic ventilation and roof vents. p 10. Provide hardwired smoke detectors,with battery backup,on all floors and in each PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS O U 1 R E M E N T S SHALL B E USED. bedroom,verify with local code requirements as per Section R317,New York State 14.Provide appropriate soffit ventilation at overhangs. CEILING SH A H IN GYPSUM WALLBOARD 5 d COOLERS 7" EDGE / 10" FIELD Residential Construction Code. Install carbon monoxide detectors as per code. GENERAL PLUMBING NOTES WALL SHEATHING GENERAL FOUNDATION NOTES 1.Plumbingsubcontractor to be responsible for adhering to all applicable code and STRUCTURAL PANELS 4' E D G E ZONE - 18' O/C - 8' A T PANEL EDGES AND 12- AT Po 9 PP 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD Safety requirements. INTERIOR ZONE - 16" O/C -6"A T PANEL EDGES AND 12' F" 8d AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD � � 1.General contractor to review plans,elevations,and details to determine intended o heights of finished floor(s)above cal grade. 2.If wall plates or joists are cut during the installation of plumbing fixtures or FIBERBOARD PANELS 7/18" 8 d 3" EDGE /8' FIELD O g typical 9 pI j0 g pi ng 2 513 2' 8 d 3' EDGE /8' FIELD n. equipment provide bracing t0 be framing back together. GYPSUM WALLBOARD 5 d COOLERS 7" EDGE / 10" FIELD Z 2.All footings to rest on undisturbed soil. 4' E D G E ZONE • 18" O/C - 8' AT PANEL EDGES AND 12" AT W d g HARDBOARD 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD W GENERALHVACSYSTEMNOTES INTERIOR ZONE - 18" O/C - 8"AT PANEL EDGES AND 12' 0 3. Provide'A"expansion joint material between all concrete slabs and abutting 8 d AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (9 T.- CO concrete or masonry walls occurring in exterior or unheated interior areas. 1.Mechanical subcontractor is responsible for adhering to all applicable codes and safety requirements FLOOR SHEATHING with STRUCTURAL PANELS - 1' OR LESS ed 8" EDGE / 12' FIELD Q } 00 4.Concrete on 4"sand or gravel fill minimum, reinforcing. qT Interior slabs to be placed on 6 mil.stabilized polyethylene vapor barrier. 2.HVAC subcontractor to fully coordinate all system data and requirements with the NAILING REQUIREMENTS A N W L L H A H IN N A 1 6" ! A 1H N L L NAIL 3" / A H Q R ALTERNATE O equipment supplier. PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, O W CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH I'_ 5.Provide crawl space ventilation per local code requirements. - WHEN WALL SHEATHING 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) IREDUCED TO 1018 d NAIL PER FOOT. Q 6.General contractor to install cop-r-tex(or copper)sheet metal termite shields contractor,owner,and equipment supplier for final review and approval. between all wood surfaces that are exposed to concrete or masonry surfaces. TARE V 7.Dampproof exterior of foundation with a bituminous coating as per code and soil NEW CODE 1995SBOF'IGHVWECMCNVCMFRM E conditions. GENERAL WIND PROTECTION CONNECTION NOTES Adapted from Standard for Hurricane Resistant Residential Construction;SSTD 10-99 R*-MSPPM1T0C and 1995 SBC High Wind Edition Wood Frame Construction GENERAL FLOOR PLAN NOTES Fasteners and Connectors for Wood Frame Construction FEWPCH ROW SPM CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE 3A 1.Dimensions shall take precedent over scale drawings(do not scale drawings). 1.A continuous load path between footings,foundations walls,floors,studs and roof 1995 SBC HIGH WIND EDITION WOOD 128 WEATHERING SEVERE framinged. FRAME CONSTRUCTION MANUAL 312 11 FROST LINE DEPTH 3'-0" shall be � RAFTER SPACING 160 O/C TERMITE MODERATE TO HEAVY 2.All interior walls to be covered with%"gypsum board with metal comer reinforcing. 120 mph FASTEST W INDSPEED 4 le11 DECAY SLIGHT TO MODERATE Tape,float,and sand(3 coats). 2.Approved connectors,anchors and other fastening devices not included in the Standard Building Code,Table 2306.1 shall be installed in accordance with ROOF ROOF NUMBER WINTER DESIGN TEMP. 11 3.Walls common to garage and house to have a layer of 518",fire rated gypsum board manufacturers recommendations. PITCH SPAN ft) OF NAILS 1 ICE SHIELD UNDER- AS PER MANUFACTURERS at garage side with 5'-0"return on adjacent walls and ceiling. Manufactured lumber 4:12 12 3 911 LAYMENT REQUIRED SPECIFICATIONS/STATE CODE requires 2 layers of 5/8",fire rated gypsum board. 3.Metal plates,connectors,screws,boles,and nails exposed directly to the weather or 16 4 121 FLOOD HAZARDS subject to saR corrosion in costal areas,shall be stainless steel or hot dipped 20 5 4.All bath and toilet area walls and ceilings adjacent to wet areas to have water galvanized. 24 6 SOUTHOLD BUILDING DEPARTMENT T CRITERIA resistant gypsum board,or wall file set on wondefboard or equal. 28 32 8 1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SECTION 310 BUILDING CODE N.Y.S. 4.Where windows and doors interrupt wood structural panel sheathing and siding, DESIGN LOAD CALCULATIONS framing anchors or connectors shall be provided at the top and bottom of cripple 36 - USE DWELLING UNIT-SECTION 310-310.2 studs,header studs,and at least one stud at each side of opening. 5:12 12 3 2 HEIGHT 16 4 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Ibsf 20 4 FIRE AREA(sf) SQ. FT TOTAL EXTERIOR BALCONIES 60 5.Ridge straps shall be attached to each pair of opposing ratters except where collar 24 5 3 TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION DECKS 4 0 ties of 1 x6 or 2x4 lumber is located in upper third of attic space and attach to each pair 28 6 4 DESIGN CRITERIA PRESCRIPTIVE DESIGN-1995 HIGH WIND EDITION WFCM ATTICS WITHOUT STORAGE 30 of rafters. 32 7 5 FRAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS ATTICS WITH STORAGE 40 6.Uplift connectors shall be provided at each rafter bearing. 36 7 6 DESIGN LOAD CALCULATIONS ROOMS OTHER THAN SLEEPING ROOMS 40 6:12 12 3 7 WINDOW AND DOOR SCHEDULE SLEEPING ROOMS 30 7.Floor to floor hold-downs to be provided every 48,and every 16"within 4'of exterior 26 4 8 LOAD PATH SEE SECTION"A" comers. C R I T E R IA FOR CALCULATION OF DEAD LOAD 24 5 9 NAILING SCHEDULE ACTUAL I MATERIALS A.I.A. 8.Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation 26 5 10 EGRESS ARCHITECTURAL GRAPHIC STANDARDS with anchor bolts havinga min.bolt diameter of 5/8"and 3"x 3"x 1/8"washers. A 32 a 11 PLUMBING RISER DIAGRAM 36 7 minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of 7:12-12:12 12 2 12 FIRE PROTECTION SNOW each plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete/ 16 3 13 TRUSS DESIGN DRAWINGSI.y..;:. ht^f 3, GROUND SNOW LOAD 145 I b s. masonry foundations. Anchor bolts shall be located within 12 inches of comers and at 20 4 141 ENERGY CALCULATIONS spacing not exceeding 4 feet on center. 28 5 � SEISMIC DESIGN CATEGORY 113 32 6 s"s THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT 361 6 WIND W 1 N D SPEED 12 0 mph SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS E X P GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR o OSURE CATEGORY B ` �822A GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. �.��e^ �s d ' lu Q STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS WINDOW AND DOOR SCHEDULE (MAXIMUM MEAN ROOF HEIGHT:35) I MULTIPLE SECTION ASSEMBLY: 1/4" 44 - THICK BOLTS @ 2'OC w ' A TVV26510 TILTWASH 6.24 11.09 20 5 24.7 -32.4 30• 3'-2"X 6-6" � w B FWH606'11APLR FRENCH WD. HINGED 34.86 22.91 50 4 23.2 25.4 40• T-0"X T-6" o C FWH31611S FRENCH WD. STATIONARY 16.72 11.45 20 4 23.2 -25.4 40• 3'-6"X T-6" D AN,31 AWNING 1.30 3.50 10 4 25.9 -28.1 35 2'-2"X 3'-6" � Z a E AN61 AWNING 2.80 7.50 10 4 25.9 -28.1 35 2'-2"X V-6" z F AFFVV601 ARCHTOP - 7.20 10 4 25.9 -28.1 65 3'-6"X 6'-6" G l _ _ - — z 14 ALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR APPROVED EQUAL CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B MUST HAVE DP UPGRADE KIT. COEFFICIENT 1.0 WITH120 mph BASIC WIND SPEED. AS PER E MEETS NY STATE EGRESS REQUIREMENTS TABLE R 301.2(2)NEW YORK STATE BUILDING CODE. FOR HABITABLE SPACE. CUSTOM GRILLES-SEE ELEVATIONS w Z J WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8"WOOD STRUCTURAL PANELS J Q O WITH MAXIMUM OF V-0"SPAN. FASTENERS FOR SPANS UP TO 6'-X SHALL BE 212-#8 WOOD SCREWS AT 16"O/C, FASTENERS FOR SPANS UP TO B'-0"SHALL BE 212"-#8 AT 12"O/C. TABLE 301.2.1.2 w j O ALL NARROLINE WINDOWS MUST USE: g 12"HEIGHT SILL S70P(OR STOOL)AND THE ADDITION OF A 12"X 314"DP UPGRADE SILL STOP. (SILL STOPS TOTAL A 1-1/4" co •• HEIGHT AND REQUIIRE THE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT.) p ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED,ANY MULLED UNITS MUST MEET OR EXCEED 1.5 TIMES THE DESIIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR GLAZING MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. REFER TO SECTION R 1609.1.4 FOR ALTERNATIVE OPENING PROTECTION. � ago a o Z w � M 0 CD SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS:O<4'-0"WIDE SPAN Z a Q Z TABLE 1609.1A O 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4-) Z Q � USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES. C 0 c LABEL ACCORDING TO LOCATION. I ASSEMBLY: ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING wl#8x3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW C 16"O.C.OR BETTER ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG.w/01OX 1 Ye(W/WASHERS)MACHINE BOLT a 12"O.C. WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 490 lbs. SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS:4%0"OR WIDER SPAN SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0<4'-0"SPAN. NOTE ADDITIONS: 1 2x4 STRONG-BACKS 0 24"OC ASSEMBLY: 1). PREASSEMBLE PLYWOOD TO 2x4'S:#1 Ox3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 12"O.C. ALTERNATIVE FOR OPENING PROTECTION WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7118"AND MAXIMUM PANEL SPAN OF 8'-0' SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4 AND 1609.6.5 AND TABLE 1809.1.4) TABLE 1609.1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER SPACING INCHES PANEL SPAN <2' 2'-0"<PANEL 4'-0*<PANEL 8'-0"<PANEL e FASTENER TYPE 0" SPAN <4'-0" SPAN<8'-0" SPAN <8'-0" PLUMBING DIAGRAM 2 112" #8 WOOD SCREWS 18 18 12 9 NOT APPLICABLEy to 2 1/2" ><8 WOOD SCREWS 18 18 18 r 2 6 r ! O A.THIS TABLE IS BASED ON A MAXIMUM WIND SPEED(3 SECOND GUST)OF 130 MPH AND MEAN ROOF ' 10, HEIGHT OF 33'-0"OR LESS �`�SSI B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. ►u C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY I STUCCO,THEY SHALL BE Q ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL 0_ CAPACITY OF 490 LBS. RIDGE RAFTER z OUSPw RS2121 ;� w ' U IL o w z 8 z 0- Q z � c� z 3_A _ RAFTER/RIDGE/RAFTER wITH cT u Q u } RAFTER KING STUDS RIDGE RAFTER STUD USP RT16 OR(2)RT7 ►u RAFTER TOP PLATE TOP PLATE HEADER J w i0 USP RS250 AT 21 USP RT20 USP RS250 AT 18' USP RT3 Q USP LS OR TMU IES C) w WALL STUD WALL STUD USP RS250 AT 12" CONNECTION LISP PRODUCT NUMBER W/ 0 JACK STUDS A RAFTERIRIDGE/RAFTER WITH CT• RS250 21" g RAFTER/RIDGE/RAFTER WITHOUT CT RS250 21"+LSSH179 m B RAFTER/PLATE/STUD RT20 RAFTEWPLATE RT16 or(2)RT7 PLATE/STUD RS250 16" Al RAFTER/RIDGE/RAFTERw/oar B RAFTER/PLATE/STUD B RAFTER/PLATE PLATE/STUD C HEADER/STUD FM -- -- - _ C HEADER/STUD HEAD_ ERMACK HEADEwJACK STUD Rs250 12" D FLOOR TO FLOOR KLFTA or RS250 36" � � E STUDVPLATE/SILL RS250 36" O Lo a. O STUD/PLATE RS250 16" Z ti PLATE/SILL MP6F W r- F ANCHOR BOLTS STB16 0) v- 1 G POSTANCHOR FOR DECKS PAU SERIES co I POSTANCHOR FOR COVERED PORCHES CBE SERIES Q Z O 1X5 OR 2X4-16"O/C COLLAR TIES MIN. O W Z f` Q � cM CO POST USP CBE P.C.FOOTING 2ND.FLOOR WALL STUD 2ND.FLOOR WALL STUD 1 ST.FLOOR WALL STUD 1 ST.FLOOR WALL STUD 2ND.FLOOR PLATE 2ND.FLOOR PLATE G POST ANCHOR FOR COVERED PORCHES SUBFLOOR SUBFLOOR 1ST.FLOOR PLATE 1ST.FLOOR PLATE -- —`-- -- — RIM BOARD RIM BOARD SUBFLOOR SUBFLOOR USP KLFTA USP RS250 AT 36" USP RS250 AT 36' USP RS250 AT 16' _. 1ST.FLOOR TOP PLATES 1ST.FLOOR TOP PLATES RIM BOARD RIM BOARD DOUBLE SILL PLATE DOUBLE SILL PLATE POST USP MMF ° • • 1ST FLOOR WALL STUD 1ST FLOOR WALL STUD FOUNDATION WALL • . FOUNDATION WALL •° , USP PAU ° • P.C.FOOTING D FLOOR TO FLOOR D FLOOR TO FLOOR E STUD/PLATE/SILL E STUD/PLATE PLATE/SILL G POST ANCHORS SSi®l"`�' ILJ I Luutfl_u L 1 1-1 -IJULLWLLL I H Li 11 LtLuj UHU -u ALIL1111 A ILM LLIHULI til IIA-111W LIL tLE-M-IMILIJ _11ILtild UJU tutHILILILtudiju LULL L u 1p IL9 11.1 Ll --tit-L U-1 L Ll IliuLiLLI- 1ILLLUL Iji Lu HJ LLLIL ULt Jl_ t1J[_1ll_1 I_L1_ iu -LLtu-ut I 11 Ell In JL _1L ItIJAUL I - Hill IL 11 H IL In 11-111-ILU U-U[ LLL - I L- I I j tj -tiluLiul 11 I It -Ll--- LLLIIWLJI I � 11 tiRAL _11H H t1-11-11 - HAUL 11 J11i L llILI L �11J LL 11 Lifflju I A-EA I [LIJ-111L L 11 -1111 11111L LL==-iIILL.JJ luutilitit] t u: [AA-U-11i L_dT ULILA I JULIELLI--UL E Lull Ui-ijilL t LfliuLi LLL-U-U L11111-11 ULI Ll Ll LI LLLIUL 1111 LLHAUJ_1Jljuu., d Jildtil-I J HIMELULIULL L L _ALW1_1_H--h-U.-I H I_miIJ L IMAJ 11_jLfl11U_u1j_JL IL 1 ,1L AI n 7- T= REAR ELEVATION 1 /411 P-0" SCALE IL LilaUL L[LuEm A ,��> c"),, iL[ULJ LtLIULLL LLWIL L jUll ............ U1 J hiLLML iLLL11 ff- LUL It I W-11 L - A-flil- LLL Ain LIU _111 A _11A UAL ULI or [JUN I I n iiu ="L-211-,uxoh LEFT 51DE ELEVATION SCALE: -APPROVED BY: DRAWN BX DATE: REVISE69xqlt� 11411 1 '-0" 5CALF: DRAVVING NUMBER i DOTKAN50M 6N50M DOTRAN50M �-- / `BADOVE 13 -- c - 1 3/4"X 9 I/2"LVL HEADER BETWEEN DOOR TRANSOM O OK '—I ER Lu BOOE4A�1S61v1 L FAD w Q - h 2"X G"C.T. A I SOWS w iu lu 13�-�``Ff"'� @ I ' O.C. _ is c u.Lr�z�--'�rz-�� x 7 i 11' a - ! O ,5 " ! — � � — 1 s ZI �� I — i 4{' c 'xa_ ter._ o ch iTo s��I� i x ��A ( m z �. ? t` j4 kt, IT,Ito G341M N cn �r SGQION � n GCTIO N N U N i �[ s 2"X G" C.T. @ 16' O.C. 2"X 12" R.R. ,, ,• "' @ I G"O.C. z 4� i 2- 13/4"X i i 7/8"LVL HEADER ABOVE OPENING Tl q iz j � 711 § _PROVIDE 3'-0"high o iv v KNEE WALL W/CAP RAI - - s i�►�i I ��I.( 0 4 CROWN TRIM h1 a G" dla. HB*G INTERIOR e, PEKMACAST COLUMN W/ ;} CAP BASE j EXISTING KITCHEN z EXISTING DEN z 2 N � O i MAY 2 4 2013 I J 8t DG. DE1'T. TOIN!, CIF SOH[HO1 D A FIK5T FLOOK PLAN ` 1 /4" = 1 '—O" SCALE b µ } CA I� - SCALE: APPROVED BY: DRAWN BY ITO It DATE: l '{�j�-. REVISED r�— _.._ LA '(, . ? -1-h1 A wsej FLaArt !'� rk f DRA NG NUMBER