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HomeMy WebLinkAbout38297-Z zee Town of Southold Annex gt1FF01,�e 2/25/2014 . _�� �Gy� P.O.Box 1179 � $ 54375 Main Road oy HIV Southold,New York 11971 0 �'u.rar�t1� CERTIFICATE OF OCCUPANCY No: 36785 Date: 2/25/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2395 King St, Orient, SCTM#: 473889 See/Block/Lot: 26.-2-44 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 8/14/2013 pursuant to which Building Permit No. 38297 dated 9/3/2013 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: addition/alteration(mudroom/panb y) to an existing one family dwelling as applied for. The certificate is issued to Norden,Alan&Norden,Patricia (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38297 2/24/14 PLUMBERS CERTIFICATION DATED c Auto ed ignature TOWN OF SOUTHOLD BUILDING DEPARTMENT y z 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#: 38297 Date: 9/3/2013 Permission is hereby granted to: Norden, Alan & Norden, Patricia 2395 King St PO BOX 485 Orient, NY 11957 To: Additions and alterations to an existing single family dwelling as applied for. At premises located at: 2395 King St, Orient SCTM # 473889 Sec/Block/Lot#26.-2-44 Pursuant to application dated 8/14/2013 and approved by the Building Inspector. To expire on 3/5/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $232.80 CO -ADDITION TO DWELLING $50.00 Total: $282.80 Building spector . Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This 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 installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a 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 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,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$15.00 te. �ll(� 12t 206 D New Construction: Old or Pre-existing Building: (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000,Section 24 Block 2 Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ Sq Op it pplicant Signa re so�ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 i� roger.riche rtCaD-town.south old.ny.us Southold,NY 11971-0959 ;4' o��COUM`I,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Norden Address: 2395 King St City: Orient St: NY Zip: 11957 Building Permit#: 38297 Section: 22 Block: 2 Lot: 44 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Doroski Electric Inc License No: 2941-e 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 6 Ceiling Fixtures 8 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 6 Twist Lock El Exit Fixtures TVSS Other Equipment: elec radiant floor heat, 18 inch lighting track Notes: Inspector Signature: Date: Feb 24 2014 i 81-Cert Electrical Compliance Form.xls 2 "" SOP SOUry coul 1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECTI ® N F NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) r REMARKS_ : �_ DATE 1 INSPECTOR //L jA pF SO�Tyo�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ r UNDATION 2ND [ ] INSULATION AMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR SOUT�olo 1 N � �y00UMV,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 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 INSPECTOR OF SOpl�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ]�INTION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) c 4 REMARKS: 1 F c � � � C r L DATE INSPECTOR /Ll l — O�aOE SO�lyol � o �yCOUM'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [`, INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: F� Agz- DATE '/ �' INSPECTOR pF SOUTyo�o cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 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: tot L��- 6 �L DATE INSPECTORS y Frank Wolfgang Uellendahl Architect 123 Central Ave POB 316 Greenport, NY 11944 t: 631.477.8624 e:frank@frankuellendahl.com February 3, 2014 n E Town of Southold L l� Building Department 1=7 �0 Attention: Mr. Gary Fish Property Owner:Alan and Patti Norden 2395 King Street Orient, NY Project: Mudroom Addition SCTM# = 1000-26-02-44 Permit # 38297 (LETTER OF CERTIFICATION, INSULATION INSPECTION This is to confirm that the contractor installed the insulation for a mudroom addition at the above referenced property as per Compliance Certificate dated August 13, 2013 which calls for the following R-values: - R-30 batt insulation in the cathedral ceiling - R-15 high density batt insulation in the 2x4 stud walls - R-19 batt insulation in the floor above the crawl space reby state that the information provided above is true to the best of my knowledge. nk Uellendahl RA ,: Y f to • coumums MEAN IMMATION STATE LTMRGY . Y r � Mgt W, 0 TOWN-OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? Board:of":Health. SOUTHOLD.NY 11971 .4isets,ofBuilding Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 `-survey,,,, ,. _. _.._ i ;s So utholdTown.NorthForkxet PERMIT NO.( r Check _ _. . ... r`. N.Y.S.D.E.C.':• .._ ..... Trustees :: `' Flood Permit Examined_ ._._. -.-- _.Storm,.W- As ater. sessmeiitForin 20 j° " P Contact: , i '1 Ic , Approved 20 Mail to:. .-13 Disapproved a/c r Expiration ,20 Butlding Insp c or _. ... ...... . D .� j �:� K � �LICATION FOR BUILDING YERMIT AUG T 4,,.2QI3. r ,. ate�f ;: . This apt n�, b�pc6m�etely:filled in by typewriteror m mk;and submitted,to the Building;Inspector,with.4 sets of p ans, c r e 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'Pdhfi t`to'the applicant. Such a permit shall kept on the premises throughout the work. e.No buildingshall be occupied ed o used in whole or ui"part'for'any purpose,whafso`e`vei until'the'Building`Inspector' issues a Certificate of Occupancy. f.Every building-permit shW.1,expire:ifthe"work-authorized'has not commenced within Ifin the after the daw-of issuance or has not been completed within 18dnonths from such date.If no zoning amendments or other regulations affecting the property have;been:ena-Oed•in.the:ihterim,.the Building Inspector may authorize,:in`w�riting;.the.extension ofthe perinit,for an addition six months.Thereafter,:anew permit shall be required.,.-:',r. :' _ :APPLICATION IS:,BEREBY,MADE to"the Building,Department for the issuance;of a Building Permit pursuant to,the Building Zone Ordinance of the Town of Southold,Snffolk`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,ordiriances,.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) A. (Mailing address"of applicant)' State whether applicant-is owner lessee,agent,architect.engineer;general,contractor;electrician;plumber-oi builder Name of owner of premises (As on the tax roll or latest deed) ' If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) / � �Builders License No. L ; Plumbers License No. E ectncians License.No. .Other Trade's License:No: t r ;;,r 1. 'Location of land on which proposed work will be done: , House Number Street Hairilet • CountyTax Map-No, ;Section .. _ -- - - �:10 Block I;ot:-, ,.:�" 2. State existing use and.occupancy:of premises and intended use and occupancy of proposed construction:,F, a. Existing use and occupancy ,49—&S1Z;Pj! 7— 2 IL b. .Intended use and occupancyS(�> 't7 L - 3. Nature of work(check which:Applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated:Cost; :.>"'1 :1�,^�� Fee 200 f5D f _;9_1CP (To be paid on filing this application) 5.. If dweelling,,numbdr of dwelling umts Number of dwelling units on each floor If`garage; Number-of-cars 6. If business;°commercial'or mixed.occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front '"tO Rear_". Depth 4O.75;' Height N 23,E` Number of Stories . 2 Dimensions of same structure with alterations or additions: Front 20� Rear .�.5 Depth .4(v.75 Height z 23.'S'' Numb`erV Stories 2 8._`Dimensions of entire_new`construction: Front Rear (°Depth Height Number of Stories 9. Size of lot: Front 1�35 Rear , �3:'0 Depth :/9 �� 10. Date of Purchase `'' '°'Nairn of Forrrier'Owner 11.Zone or use district in wlucli premises are situated �" f 12. Does proposed construction violate any,zoning law,ordinance or regulation?YES NO 13. Wi11.1ot•be re aded?:YES NO �/ W,i11.excess:Afl be removed from premises?•YES V: NO. 14.Names:of Owner of.premises• Address g S�' -Phone N. --2.�:-✓TSS(' Name of Architect - Address 'Phone No 47-2, qF6,Z Naive of Contractor Address D8' 3 f l hone No: V& =4lZZ3 15 a. Is this propertywithm 100 feet of a tidal wetland or a-freshwater wetland? *YES NO" ` * IF YES,-SOUTHOLD TOWN TRUSTEES&DEC PERMITS MAY BE. QUIRED: ,I b. Is this property within 300 feet of a tidal wetland? * YES * 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: .1,/ ., * IF YES,PROVIDE A COPY. STATE OF NEW�YIORK) COUNTY OF�!/� S. . f. _ 9i4•U4L (.II�DA being duly'swom,`deposes'and says that(s)he is the applicant (Name of individual signing contract)above named, - - -- O - - Q6�/��G Nota�ryi Public,Sfate of New Yor1i' (S)He is the No.01 BU6185050 nxy (Contractor,Agent,Corporate.Officer,etc.) ..` °'$'1e °P1 ;uPfoi�G°u Commission•Sxpires April 14,. 1� 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:thework.will.be performed in the manner set forth in the application filed therewith. Sworn to before me this / y _day of. _ 20 Fl Nntar6 Pnhlir}' • ' `' `•` �icmatiira`i►f A nnliranf" Vol 4 SCOTT A. RUSSELL �; JAMES A. RICHTER, R.A. SUPERVISORZ5 MICHAEL M. COLLINS, P.E. TOWN HALL - 53095 MAIN ROAD s - TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 firs Fax. (631)-765—9015 ?�AICIt:\t I..COI.I.TES:ii?1't1WI�.SC)U'I_IIQI.D.NI'.tJS �# t JA:EIIF:.RICIfl'F_R+ii<10�5'N.S{)U"i'IIOI;f?.L '.(S I� OFFICE OF THE ENGINEER AUG 24i3 TOWN OF SOUTHOLD �.�..,� BIDG.DEPT. STORMWATER MANAGEMENT CONTROL PLAN REVI _CQV-ERR5_HEETo!D - (To be completed by the applicant) TO: Engineering Department PLEA3EATTACH FROM: Building Department C] A copy of the completed Application for Building Permit DATE: '�� r ' l I 11 A complete set of Building Plans APPLICANT: Grl ❑ A completed Chapter 236 Stormwater PERMIT#: Review Checklist S.C.T.M#: BRIEF PROJECT DESCRIPTION: PUASE t 14Ae, Ef- w- co r i 6+ein 11, -10 ig ZAe Y Aq ime- ° tylij, Be ftulPeD ss 3 A F f Reviewed By �, Date a P Appr e 3 Additcortal [nformatiori�fequired � ' ` s 7 � i Y _ A s 7/22/2013 r DATE: l J� CHAPTER 236 APPLICANT: Stormwater Review Checklist S.C.T.M.#: /67ev­2 44- PHYSICAL ADDRESS: .1_9 �5- Stormwater Management Control Plan Requirements Yes No NA If No or NA,Please Provide Additional Information 1. Plan drawn to scale of not less than 60 feet to the inch showing: a. location and description of property boundaries b. total site acreage c. existing and natural and man-made features on and within 500 feet of the site boundary as required in§236-17 C 2 . d. test hole data indicating soil characteristics and the depth to water e. proposed limits of clearing and the total area of proposed land disturbance f. existing and proposed contours of the site (minimum 2' interval) g. location of all existing and proposed structures,roads, driveways, sidewalks, drainage improvements and utilities h. spot grade and finished floor elevations for existing and proposed structures i. location of the swimming pool discharge ring j. location of proposed soil stockpile area(s) \� k. location of the proposed construction entrance/staging areas 1. location of the proposed concrete washout area in. location of all proposed erosion and sediment control measures 2. Plan includes calculations showing that the stormwater improvements are sized to capture,store and infiltrate on-site the runoff from all 1 impervious surfaces generated b a two-inch rainfall ��2 s «U /..l T�"U �L 3. Detail drawings (required for plan approval)provided for: a. erosion and sediment controls b. construction entrance c. inlet structures (e.g. catch basins,trench drains, etc.) d. leaching structures (e.g. infiltration basins,swales, etc.) REVISED 7/24/2013 o��pF SOUr�,O Town Hall Annex Teiephonc(631)765-1802 54375 Main Road (631)765. 50 P.O.Box 1179 G ' roger.richer05-foxwn.Sou thol�d.ny.us Sau6old,NY.119714959, OUNi`l, BUILDING DEPARTME14T TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL_ INSPECTION REQUESTED BY: Date: Company Name: o�c�skI CA-'V�<< � Name: License No.: 0. 9 91_ E Address: P. 3�x 7 81 Cu�-Cka a u; N \ �3 Phone No.: G 3.1 -71 V -Zs'2 ._ JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: all Tax Map District: 1000 Section: Block:_ � Lot: 4q *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do you need a Temp-Certificate: YES NO Temp Information (If neecied) *Service Size: 1 Phase: 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION Q� 9® _-� c ' r 82-Request for Inspection Form '���PJ pF SO�jyOlo Town Hall Annex Telephone(631)765-1802 54375 Main Road 411 Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 y�DUMY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD February 14, 2014 Alan & Patricia Norden PO Box 485 Orient,NY 11957 Re: 2395 King St, Orient TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (AII permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: BP 38297 —Addition/Alterations Generated by REScheck-Web Software Compliance Certificate Project Title: THE NORDEN RESIDENCE Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Project Type: Addition Glazing Area Percentage: 7% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor. Compliance:Passes using UA trade-off Compliance:1.9%Better Than Code Maximum UA:52 Your UA:51 The%Better orworse Than Code index retieds 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 123 30.0 0.0 4 Skylight:Metal,Thermal Break,2 Pane w/Low-E 10 0.410 4 Wall:Wood Frame,161n.o.c. 360 15.0 0.0 26 Window:Wood Frame,2 Pane w/Low-E 10 0.310 3 Door.Glass 16 0.500 8 Floor:Ail-Wood Joist/Truss Over Uncond.Space 123 19.0 0.0 6 Compliance Statement: The proposed building design described h r is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed b It ' _9 has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck--Web and to comply a ndat ry requirements listed in the REScheck Inspection Checklist. Name-Title 1 g ture C15 r) ,a� Date Project Notes: 2395 KING STREETORIENT,NY 11957 �' 021� O'R" Project Title:THE NORDEN RESIDENCE Report date:08/13/13 Data filename: Page 1 of 4 Generated by REScheck-Web Software 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: 7% 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-15.0 cavity insulation Comments: Windows: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: Skylights: ❑ Skylight:Metal,Thermal Break,2 Pane w/Low-E,U-factor.0.410 For skylights without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door:Glass,U-factor:0.500 Comments: Floors: ❑ Floor.All-Wood Joist/Truss Over Uncond.Space,R-19.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. 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: Project Title:THE NORDEN RESIDENCE Report date:08/13/13 Data filename: Page 2 of 4 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. (d)Floors:Air barrier is installed at any exposed edge of insulation. (a)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 showersltubs 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. O Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. 0 Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Lj 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. O 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 duds have a contact lap of at least 1 112 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 dud 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). ❑ Dud 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 dm per 100 fl2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 dm per 100 ft2. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 dm 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: Cj Where the primary heating system is a forced air-fumace,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. Ej 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: Cj 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. Project Title:THE NORDEN RESIDENCE Report date:08/13/13 Data filename: Page 3 of 4 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: 0 Heated swimming pools have an on/off heater switch. Lj Pool heaters operating on natural gas or LPG have an electronic pilot light. C] 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 (a)60 lumens per waft 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'c'). Certificate: 0 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-condfioning 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:THE NORDEN RESIDENCE Report date:08/13/13 Data filename: Page 4 of 4 2010 New York Energy Nj/ Conservation Construction Code Certificate Insulation . Ceiling/Roof 30.60 wall 15.00 Floor/Foundation 19.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.31 Skylight 0.41 Door 0.50 NA Heating Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments: PROPOSED PROPOSED 1ST FLOOR ADDITION AREA SUMMARY m— [:] ADDITION COMPLY WITH ALL CODES OF LOT AREA = ca.13,375 SF = 100.00% NEW YORK STATE & TOWN CODES ® EXISTING STRUCTURES EXIST'G BLDG, COVERAGE = ca. 2,028 SF = 15.16% APPROVED AS NOTED AS REQUIRED " ADDED BLDG. COVERAGE = ca. 82 SF = 0,61% DATE: B.P.# SURVEY BY WILLIAM R. SIMMONS, L.S.P,C. 11/05/2008 Sl�U�k19L�AWP�BA � FEEa32$U BY: IZ 1 D 765-1802 8 AM TO 4 PM FOR THE NORDEN FOLLOWING INSPECTIONS: o ,y, w �C �}C!,':('C 1. Fd64JK_ bW�'ARDNO.REQUIRED o w "E IDILE�"� FOR POURED CONCRETE cD — 35 FRONT YARD— — 2. ROUGH - FRAMING & P L.UN BING ORIENT, NY 3. INSULATION LECTRECAL z = 2395 KING STREET 4. FINAL - CONSTRUCTION MUST LL' BE COMPLETE. FOR C,O.; �SluPECTION FIFEMPRED W ALL CONSTRUCTION -SHALL ,EET THE L.Lj w o ARCHITECT TRELLIS REQUIREMENTS OF THE CODE "OF NEW FRANK UELLENDAHL PORK STATE. NOT RESPONSIBLE FOR �� � � ;r:�: 0 123 CENTRAL XE316 DESIGN OR CONSTRUCTION ERRORS. �� GREENPORT, NY 11944 TEL; 631-477 8624 W E IS UNLAWRX RETAIN STORM WATER RUNOFF _ NOtff OWNERS PURSUANT TO CHAPTER 236 '� o ALAN AND PATTI NORDEN OF THE TOWN CODE. 2395 KING STREET (OF CCUP�I C ORIENT, NY 11957 TEL: 631-323-3551 EXISTING PROPOSED SITE"PLAN �; A STUDIO PROPOSED 82 SFH DRIVEWAY SCALE: 1/16 =1—o t '- 1ST FL ADDITION w SCTM# = 1000-26-02-44 `� TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK ' i 187,89' f DESIGN CRITERIA: WINDOW SCHEDULE ,� C3 S 4 U GROUND SNOW LOAD - 45 PSF. PROPOSED WINDOWS ARE ANDERSEN PRODUCTS, 400 SERIES, a LIVING AREAS AND DECKS - 40 PSF. WHITE EXTERIOR, UNFINISHED ON INSIDE, GRILLES AS PER PLAN, SLEEPING AREA - 30 PSF. W WIND SPEED - 120 MPH GLASS TO BE HIGH PERFORMANCE LOW-E4 GLASS SEISMIC DESIGN CATEGORY - g SCREENS ARE PROVIDED FOR ALL WINDOWS AND DOORS � z DH-WINDOW HARDWARE: ESTATE SERIES, SATIN NICKEL a s WEATHERING - SEVERE WITH FINGER LIFTS, SATIN NICKEL Cn FROST LINE DEPTH - 36" TERMITE - MODERATE TO HEAVY Mark Size Description Quantity o 4, M DECAY - SLIGHT A TW24310 DOUBLE-HUNG WINDOW 1 g ICE SHIELD UNDERLAYMENT REQUIRED - YES B AN281 AWNING WINDOW, BATH 1 o DESIGN IN ACCORDANCE WITH AMERICAN FOREST C 2222 VCM VELUX SKYLIGHT, FIXED 2 o PRODUCTS WOOD FRAME CONSTRUCTION MANUAL D 2668 ENTRY DOOR: ext' kitchen door 1 Z- DATE: 08/09/2013 FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD 9 to be re—aced MUDROOM ADDITION z SCALE: 1/16° = 1'-0° WINDBORNE DRAWING SCHEDULE Y SITE PLAN BUILDING PERMIT APPLICATION Ro DESIGN CRITERIA DEBRIS PROTECTION SCHEDULE A-1 SITE PLAN - DESIGN CRITERIA - WINDOW SCHEDULE s� Window Schedule A-2 EXISTING 1ST FLOOR PLAN 5 DWG. NAME PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS A-3 FLOOR PLAN, FOUNDATION PLAN, CROSS SECTION AUGUST 9 2013 OF MIN 7/16 INCH WITH 2-1/2 #6 WD SCREWS, A-4 EAST ELEVATION C2 A-1 SPACING: 12 INCHES, ARE TO BE PROVIDED TO COVER A-5 NORTH ELEVATION FRANK W. UELLENDAHL, ARCHITECT P.O. BOX 316 GREENPORT, NEW YORK 11944 ®� DWG. NO THE GLAZED OPENINGS OF THE PROPOSED WINDOWS A-6 CONNECTORS CRITICAL PATH A-7 NAILING SCHEDULE - FRAMING NOTES W PROPOSED ADDITION F_ 0 46'-9" 27'-11 1/2" o U MUDROOM EXTENSION N NORDEN SF 82 - - - - - `SD wR _ ORIENT, NY -I W 2395 KING STREET Bi ARCHITECT FRANK UELLENDAHL I m 123 CENTRAL AVENUE 316 PANTRY P,O.Y 1 944 PORCH GRTEL: 631 NY 11944 TEL. 631-477 6624 OWNERS LIVING ROOM ALAN AND PATTI NORDEN 2395 KING STREET ORIENT, NY 11957 TEL: 631-323-3551 I r A I N .u tt � o . � zqjl I ❑ i w II ❑ II KITCHEN 3 DEN II W II z TRELLIS 0 0 0 Z W DATE: O7/17/2013 o_ I I SCALE: 3/16" = 1'-0" AS-BUILT 0- - - - El - - - ' 1ST FLOOR PLAN O_N Z c! DWG. NAME 0 EXISTING 1 ST FLOOR PLAN EXISTING 1 ST FLOOR PLAN ©ig DWG. NO A-2 SCALE: 3/16" = 1'-0" - FOUNDATION NOTES PROPOSED STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 11'-0" LEGEND w ADDITION READY MIX CONCRETE. ® NEW WALL ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON _ EXISTING WALL UNDISTURBED SOIL. — WALL ABOVE ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. FOUNDATION LJ I I z NORDEN u n �, I a r l `\I L 2 X6 TREATED SILL I I � N ID`y;`'L 5/8 X 12 ANCHOR BOLTS 4-0 O.C. 8 POURED CONCRETE FOUNDATION WALL ON FI r] 1'-4" X 8" POURED CONC. FOOTING W/ KEYWAY I 2X8 F.J. L® 16 O.C. I ORIENT, NY 3-�4 REBARS - 3" ABOVE BOTTOM OF FOOTING I I w/ BRIDGING I I = 2395 KING STREET SILL SEAL & TERMITE SHIELD r J L — L — '', ,',' , ,',' - ;,' , ,'; , ,',' , ,',' , ,',' - ,',' ' r O ARCHITECT o FRANK UELLENDAHL 123 CENTRAL AVENUE P.O.BOX 316 GREENPORT, NY 11944 r TEL: 631-477 8624 �. .1 L — — — -J LJ — ,�' — — — — — L OWNERS ROOF: RED CEDAR SHINGLES TO MATCH EXT'G o ALAN AND PATTI NORDEN ROOF: RED CEDAR SHINGLES TO MATCH EXT'G 2395 KING STREET EXT'G ' FOUNDATION PLAN ORIENT, 2 1155 3 TEL 631-33-351 2X6 R.R. ® 16" D.C. 2ND FLOOR Y w/ R-30 closed cell FOAM INSULATION SCALE: 1/4" = 1'-0" ULF O (2) 2x6 FRAMING AROUND SKYLGHT 11'-0" (2) 2x4 TOP PLATE a i= N6" NON—VENTED SOFFIT TO MATCH EXT'G NEW WINDOW TW2642 we ALL TRIMWORK TO MATCH EXT'G RESIDENCE ©AN281 AD — — — — — — — — — — — —�^ 0 2X4 STUDS ® 16" O.C. - , i� w 4 / R-15 HIGH DENSITY BATT INSULATION o — — I Z 2 INSIDE: 1/2 GYP. BD, O F - - L - - J S OUTSIDE: 1/2" CDX PLY SHEATHING ON FELT N BENCHCl- 2X6 TRT'D SILL PLATE EXT'G ON PLSET Y SU N 1/2LOOR CEMENT BACKER BD. 1ST FLOOR / MUDROOM I m 0 2X8 F.J.® 16" O.C. w/ BRIDGING i I �VELUX CIE ��� VELUX -1 1 AND R-19 BATT INSULATION I C.0 - 2" AIR SPACE " 0 22X22� �N 22X�22HT©I HOOKS Z w o 6 MIL MEMBRANE ON 2 CONC, RAT SLAB PAN RY J L — J D $— — 9woo 6 Je6 xtt191 ' DATE: 08/09/2013 '— " '; EXT'G 4' " 2» 3' I SCALE: 1/4" = V-0" 11 0 BASEMENT SHELVES r CROSS SECTION o FLOOR PLAN ' 0 2668 ;` — I o N FOUNDATION PLAN glass I EXISTING WINDOW DWG. NAME SECTION I TO BE RE-USED 1ST FLOOR PLAN DWG. NO A-3 SCALE: 1/4 SCALE: 1/4" = 1'-O" ©� w PROPOSED W ADDITION - o w z U X QW W Z U N NORDE��N ORIENT, NY 2395 KING STREET z Z ARCHITECT 0 FRANK UELLENDAHL 123 CENTRAL AVENUE P.O,BOX 316 GREENPORT, NY 11944 TEL: 631-477 8624 OWNERS J ALAN AND PATTI NORDEN 2395 KING STREET ORIENT, NY 11957 TEL: 631-323-3551 Y b III EIc J C C. �!p1: i��i4t1 r -,�._ � f i r / r Z Q U d a W 11 NTH IIITII Ill 111111 11 IT II II IT 2 U'1#1 AM I IT 11 11 IT 11 11 IT 11 IT 11 11 IT 11 1 U' QZQ d J O = m 0 O O Z Q] � O O 00 C W O PROPOSED z w DATE: 08/09/2013 ADDITION N SCALE: 1/4" _ 3 6'-1" cz EAST ELEVATION o� DWG. NAME EAST ELEVATION �� A-4 SCALE: 1/4" = 1'-0" ®� DWG. NO w PROPOSED ADDITION _ o z V X QW W Z U N NORDEN RESDECE ORIENT, NY 2395 KING STREET f z Z ARCHITECT FRANK UELLENDAHL 123 CENTRAL AVENUE o P.O.BOX 316 GREENPORT, NY 11944 TEL: 631-477 8624 OWNERS ALAN AND PATTI NORDEN E 2395 KING STREET ORIENT, NY 11957 $ TEL: 631-323-3551 ZE_ 11 111111 111111 11 IT 11 Y yw 1 11 E � 2y o r CD W ° f :�- U d a d GJ C7 C ZQm d J o = U m E3 E N O Z � L� O Z DATE: 08/09/2013 PROPOSED ADDITION w N SCALE: 1/4" _ -D° =a NORTH ELEVATION O N DWG. NAME NORTH ELEVATION A_5 SCALE: 1/4" = V-0" ® DWG. NO w [—] PROPOSED W ADDITION o ICE SHIELD UNDERLAYMENT Y MIN 2'-0" REQUIRED — 24" FROM EDGE z J HURRICANE IP w TYPI CAL. Z U N NORDEN I I , I - R`SD" C` ' EEORIENT, NY SIMPSON H2A HURRICANE83 2395 KING STREET CLIP NAILED. FROM PROVIDE 8d COMMON = RAFTER TO STUD. — NAILS @ 4" O.C. AT TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL o FILL ALL NAIL HOLES SHEATHING. ARCHITECT z 5 FRANK UELLENDAHL 123 CENTRAL AVENUE APA RATED PLYWOOD TO EXTEND TO TOP OF TOP P.O.BOX 316GREENPORT, NY 11944 PLATE. a TEL: 631-477 8624 OWNERS J ALAN AND PATTI NORDEN I\ 1 1/4" WIDE - 20 GAGE 2395 KING STREET METAL STRAPS AT DOOR FOR ORIENT, NY 11957 HEADER TO STUD CONNECTION TEL: 631-323-3551 MUDROOM A n .O W- s , W i• W 4 ACQ SILL PLATE TOP OF FOUNDATION WRAP + NAIL STRAP, V� F ( 4 - 4d NAILS ) a AROUND SILL PLATE AT ANCHOR BOLT 1 1/4' WIDE — 20 GAGE SLAB ON GRADE METAL STRAP 48" OC. 1 1/4" WIDE — 20 GAGE 3 5 — 8d NAILS MESTRAP ® 48" OC. a (2) #5 REBARS MAXIMUM. NAIL SHEATHING TO SILL PLATE a 8d NAILS @ 4' O.C. m e — /• :>•si L Yi.:�•;: r 2 x 6 SILL PLATE :t�' s:<=`'a�% �!(}•r��='�'� •:a; �, s.j. N / ACQ TREATED. o / , •; •ors:.}:•,.:•'::.•A.t = O ALUMINUM TERMITE FLASHING `% >)". ssS't y`S}• :%..K •T: ntlr.. - �(s� O 00 S :.f': •f7.r pia / H 5 {" / U A.B. ® 48 OC.X1 „ / y o / w 3"x3 x3 16" FENDER WASHER. :'-:;� Y°°`•r�• �T:? 'ts'� •r:... ..t•':�,`� 4 CONC. SLAB / / 4s:, /s; :r• .1-' r..ti';;-_.:y ;)•..•,.• 2rr / DATE:7: 0 A 8 09 2013 -r. D max. 12" from -end of sill lutes / 8" P.C.FOUNDATION /' N SCALE: NYS W/ 1 -4' X 8' CONT. FTG. /':,' DAMPPROOFING PER CODE Y CONNECTORS (3) #4 REBARS CRITICAL PATH /•,',• /' •,/ a DWG. NAME 0 SECTION ELEVATION ® DWG. NO, A-6 HOLD DOWN + SHEAR CONNECTION CRITICAL PATH FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM gE 0 PROPOSED Joint Description Nail Sizes I Nail Spacing ADDITION • o 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED ROOF FRAMING DOUGLAS FIR—LARCH STRUCTURAL GRADE No. 2 OR X Rafter to Top Plate Toe— ailed) — all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 — 8d per rafter BETTER. Gelling Joist to Top late Toe—nailed n/o per joist x Ceiling Joist to Parallel Ra ter (Fa e—nailed) n/a each lap 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5 8 Ceiling Joist Laps over Partitions Face—nailed) n/0 each lap / Collar Tie to Rafter Face—nailed) n/a per tie MIN. THICKNESS OR AS NOTED. Blockingto Rafter o —nailed) 2 — 8d each end Rim Bard to Rafter End—nailed) 2 — 16d each end NORDEN 3. ALL SUBFLOORING TO BE APA RATED STURD—I—FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF WALL FRAMING �L(`'!!''���!•!(�L w RE i✓moil PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Top Plate to Top Plate (Fac�—nailed). ) 2 — 16d joint pe foot ORIENT NY Top Plates at ntersections Face—nailed 4 — 16ds— ach side 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Stud to Stud Face—nailed) 2 — 16d 24 o.c. w WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH Header to Header (Face—nailed) 16d 16" o.c. along edges 2395 KING STREET TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Top or Bottom Plate to Stud (End—nailed) 2 — 16d per 2x4 stud MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 2 — 16d per 2x6 stud Z 2 — 16d per 2x8 stud ARCHITECT 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS Z AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED Bottom Plate to Floor Joist,Bondjoist,Endjoist or Blocking (Face—nailed) 2 — 16d 1,2 per foot FRANK UELLENDAHL 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR Im 123 CENTRAL AVENUE CIRCULATION IN ROOFS, FLOOR FRAMING o P.O,8OX 316 GREENPORT, NY 11944 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, Joist to Sill Top Plate or irder (Toe—nailed) 4 — 8d per joist W TEL: 631-477 8624 stairs etc. ) OR AS NOTED ON DRAWINGS. Brid,ing to Moist Toe—nailed 2 — 8d each end Blocking to Joist Toe—Haile 2 — 8d each end OWNERS 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Blocking to Sill or Top Plate ( Toe—nailed) 3 — 16d each block Ledger Strip to Beam (Face—nailed) 3 — 16d each joist o ALAN AND PATTI NORDEN PARTITIONS OR AS NOTED ON DRAWINGS. Joist on Ledger to eam (Toe—nailed) 3 — 8d per jolst E 2395 KING STREET Band Joist to Joist End—nailed) 3 — 16d per Joist � ORIENT, NY 11957 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Band Joist to Sill or Top Plate (Toe—nailed) 2 — 16d per foot TEL: 631-323-3551 WITH RATED GALVANIZED METAL CONNECTORS BY Y "TECO" OR APPROVED EQUAL. ROOF SHEATHING Structural Panels 8d 4" o.c. perimeter zone ® q other 6 o.c. edges of �� E 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. panel, 12 o.c. interior BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS of panel SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Diagonal"Boarq Sheathing „ ALL EXTERIOR NAILS SHALL BE GALVANIZED. 1„ x 6 to 1 x 8 2 — Sd per support o r 0 or wider 3 — 8d per support , 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" CEILING SHEATHING o.c. EXTERIOR EDGES AND 6 d ® 12" o.c. -N z INTERMEDIATE. Gypsum Wallboard 5d 7" edge / 10" field fi 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING WALL SHEATHING i` . �• o AND WATERPROOFING SHALL BE BY ARCHITECT. Structural Panels 8d 6" edge / 12" field U Fiberboard Panels 12, ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE 7 / 16" fill 3" edge / 6" field AND STUD WITH GALVANIZED HURRICANE TYPE 25 32" Sd 3" edge 6" field s CONNECTORS BY "TECO OR APPROVED EQUAL. FOR / g / TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE a CLIPS AT ALL PERIMETER JOIST TO GIRDER G psum Wallboard 5d 7" edge / 10" field CONNECTIONS. Hardboard 8d 6" edge / 12"; field Particleboard Panels 8d 6" edge / 12 field M 13. ALL PRE—ENGINEERED LUMBER SHALL BE GEORGIA Diagonal Board Sheathing �; N PACIFIC GPI SERIES WOOD—I—BEAMS AND LVL 1" x 6" or 1" x 8" 2 — 8d per support PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 1" x 10" or wider 3 — 8d per support o HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS. WEB FLOOR SHEATHING STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND a DATE: 08/09/2013 " Structural Panels w W BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4 " W SCALE: NYS LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 1 or less „ 8d 6" edge / 1 field Z greater than 1 10d 6 edge / 6 field PERIMETERS. HANDLING, STORAGE, AND ERECTION OF 3 FRAMING NOTES COMPONENTS SHALL BE AS PER MANUFACTURERS Diagonal Board Sheathing Noilin Schedule RECOMMENDATIONS. 1" x 6""or 1" x 8" 2 — 8d per support _ g 1 x 10 or wider 3 — 8d per support s�, 14. ALL MULTIPLE LVL PRODUCTS TO HAVE TRUSSLOK CONNECTORS � DWG. NAME BY 'FostenMaster' ® 16" O.C. Nailing requirements are based on wall sheathing nailed 6" on—center at the panel edrqe If wall sheathing is nailed 3 on—center at the panel edge to obtain higher shear capacities nailing requirements for structural members shall A_7 be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. E z When wall sheathingQ is continuous over connected members , the tabulated number of nails shall be permitted to p¢ DWG. NO 16' 16° be reduced to 1 — 1�id nail per foot.