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HomeMy WebLinkAbout38297-Z Town of Southold Annex 2/25/2014 P.O. Box 1179 54375 Main Road Southold, New York 11971 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/pantry) 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 Yedig;~ tur" e Au o TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE V, SOUTHOLD,NY ~>#„O,m 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 & Norde_n, 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: I . Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 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 D te. i)U6. /2J, 2013 New Construction: Old or Pre-existing Building: S~ (check one)) Location of Property: House No. p~Street Hamlet Owner or Owners of Property: ~i ,,2?) F ~/9979-t /UQkD8 Suffolk County Tax Map No 1000, Section 2 Block 2 Lot -VW- Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: hk aellwiatraiW Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ SD 11 tw pplicant Sign re pF SOUTyolo Town Hall Annex yy yy Telephone (631) 765-1802 54375 Main Road T T Fax (631) 765-9502 P.O. Box 1179 Q roger. riche rtCcDtown.soLitho Id.nY.us Southold, NY 11971-0959 ~~y00UNT1 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 Fixture Time Clocks Disconnect Switches 6 Twist Lock Exit Fixtures TVSS Other Equipment: elec radiant floor heat, 18 inch lighting track Notes: Inspector Signature: t?~e Date: Feb 24 2014 81-Cert Electrical Compliance Form.xls ~o~y,Of SOU)y~6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [4/F96NDATION 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: gY C DATE Q ~ ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST ( ] ROUGH PLEIG. [ ] F UNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Q~ DATE o 6 L13 INSPECTOR ~o~pOf Sa/v 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 oFSOv' TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. TION [ ] FOUNDATION 2ND [ =FINAL FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) _ c REMARKS: f c DATE INSPECTOR -'1 i 1 j OF Sao% TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION ( ] FRAMING / STRAPPING INAL [ ] FIREPLACE & CHIMNEY ( ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 3 'T/-,4~OC4 Y~ GC/ / W'v/ r DATE ` ,~1~ INSPECTOR r ado/) *Vc So,, 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: r'l~1 C-t6-c,-- G~< DATE Z`~ INSPECTOR y Frank Wolfgang Uellendahl Architect 123 Central Ave POB 316 Greenport, NY 11944 t: 631.477.8624 e:frank@frankuellendahl.com February 3, 2014 - rl Town of Southold ! Building Department \,I -4 2014 Attention: Mr. Gary Fish 1 ~;;I FEB 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 *nkUes1lencdahl e that the information provided above is true to the best of my knowledge. RA Fla m REPC3R'f DATS COMMMM FOUNDAl'TON (1ST) FOUNDATION (2ND) Y~Q ' z 0 f.Nc ROUGH FRAM WQ & PLUMBING INSULATION PER N. Y. STATE IZMGY CODE /dotx d~ FINAL AD IT30 COMMENTS z I VIM. t?sL;~ 'U7777 V c-7 6) -ZIA i z m z V4 1°z TOWN bF 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. c Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit. . Examined 20 C3 Storm-Water Assessment Form Contact: ^ r~ o~ / I, Approved 20J mail to: r.t, Disapproved a/c _ Phone: 3 Expiration 20_1 Building Ins or DD r rr' ~s I [ LICATION FOR BUILDING.PERMIT ~ AUG 14 2013 'J Date A~' ~J' , 20 INSTRUCTIONS This applic i i 0 be corn etely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of p 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 1 &months $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 witting, the extension of the permit for an addition six.months. Thereafter, a new permit shall be requited. :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 iwwner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises A/,A&j PATr; N 6-P,0t J (As on the tax roil or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: X395 A- lW & 57LEET ©21 - ,uY House Number Street Hamlet ' County Tax Map No. 1000 Section 21,P Block Z Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Q~Slt~~2i TTIAL b. Intended use and occupancy Q~.S(~7E7V /7~ L / 3. Nature of work (check which applicable): New Building Addition vl Alteration Repair Removal Demolition Other Work 4. Estimated Cost 6-op Fee 2,00 t5'0 f "32 (Description) ~d (To be paid on filing this application) 5.. If dwelling, cumber gf.dwelling units Number of dwelling units on each floor If garage; dumber 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 20~ Rear 2¢. 3 / Depth Height 1v 23.5 r Number of Stories 2 Dimensions of same structure with alterations or additions: Front 20r Rear 5 f Depth ! w.76' Height ti 23 5' Number of Stories 2 8. ` Dimensions of endie new construction: Front Rear ~Dep t ? A Height Number of Stories 9. Size of lot: Front '7455' Rear 73.0.5 Depth /B7. $°J 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated -~e- -46 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO 13. Will lot be re-graded? YES_ NO V Will excess fill be removed from premises? YES V NO_ uric ct WY 101C ri. Phone No. 323 5 14. Names of Owner of pMrnises Jjpr i(w Address 3 Name of Architect TZO 4d_ Address o Phone No 477 - 4962 Name of Contractor Address D& 3 one No. '7(05 - /Z23 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO Ve' * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE $d QUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO 1/ * 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 V * IF YES, PROVIDE A COPY. STATE OF NEW YORK) ~S~S:: COUNTY OF Ql~jrtpl~~ fj4kj4e 41i7 009 AFC being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH AQG,L,~G Notary No State of New York (S)Heisthe Cr No. OI OtBU6te5050 I (Contractor, Agent, Corporate Officer, etc.) ua i in $uuffnik~ Un, Commission Expires Ap0 114, 2~ l p of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ` . /4 ylel day of A p '20 ~~~Z. d l~' ~ 1 r wma" Alhlie • • • %i afian of Annlirant SCOTT A. RUSSELL :~~~~gtlFrDt,CaG JAMES A. RICHTER, R.A. SUPERVISOR ti MICHAEL M. COLLINS, P.E. TOWN HALL - 53095 MAIN ROAD H y,. M TOWN OF SOUTHOLD, NEW YORK 11971 Tel. (631) - 765 - 1560 Fax (631)-765-9015 ~A'~COCtII (U~1't,S ~ IttlLl ti J M ~ffl tL111 GOI11\Cu I(,,,,. -(J _ ,,.,.I(I)11 Rg 1C)NNSOt~tlin,l i)h4 (j, F OFFICE OF THE ENGINEER TOWN OF SOUTHOLD AUG 212013 STORMWATER MANAGEMENT CONTROL PLAN REVIf W-COVER HEFT t, (To be completed by the applicant) TO: Engineering Department PLEASEATTACH. FROM: Building Department ? A copy of the completed Application for A DATE: Building Permit APPLICANT: ? A complete set of Building Plans G/~LLEr(~~~J(-~ ? A completed Chapter 236 Stormwater PERMIT Review Checklist 44. BRIEF PROJECT DESCRIPTION: ~2ura~lvc~+ ~ 19r.;7 Z-V AP2 5P) -Z -r 6 e. foolf s+etin S -ho br.e [RULAC612 r trne 06)M6e WILL fiWgeD jlfli~ ¢pFN 1 tt . tl ? i s rtSa a. I r? 4 t~,t mie i ~t~ x' it ,,>qn ?Y` y t e +r ~t _ v F ~ s t+~~:1 call LY t Its - 1i"H I* INS, 7/22/2013 QgF ro , DATE: ' 4 3 w = CHAPTER 236 APPLICANT: 7 uLC~`~C~(j~ g~~z Stormwater Review Checklist S.C.T.M.#: / -244 PHYSICAL ADDRESS: Z Sp 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 ~?ttli~C ~U~~{ AJ are sized to capture, store and infiltrate on-site the runoff from all 1 impervious surfaces generated b a two-inch rainfall LIW2 SP DPAYN /knV ~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 ~~Of ~Ur'f'O ,`0 6 Telephone (631) 765 f A02 4375 MHall ain Road 4 411 P.O. Box 1179 ~e 6" .5 ros~er.richert~ovn.s7ou5 ftl~o0?d.nv.us Sogdlold, NY 119714959 BUILDING DEPARTME14T TOWN OF SOUTHOL ) APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: 0' c.•_ - Name: GaY~~o~sk _ License No.: 2 yl E Address: P, v , 3nx 7 81 C. ~ -Jtte > 1 9 3 Phone No.: L 31 z Icy 7s'2?, JOBSITE INFORMATION: (*Indicates required information) *Name: R 11 A /y o Y *Address: 3 9S k; S4 a~;~.,~ r~ *Cross Street: *Phone No.: 3?3 351 Permit No.:~Sa9'1 Tax Map District: 1000 Section: Block:_ 'Lot:_ *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 needed) *Service Size: 1 Phase: 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Maters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION Pd 90 ' 82-Request for Inspection Form c' U t~ ~o~ pf SO~TyOIo Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 G Southold, NY 11971-0959 comm, 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) :C Electrical Underwriters Certificate. (Contact your electrician) A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All 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 EneW Conservation Construction Code Location: Suffolk County, York Construction Type: S ng~onamily Project Type: Add Glammg Area Percentage: 7% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: Curlpk,no, Passes using UA trade-off Compliance: 1.9% Batter Than Code Maninum UA: 52 Your UA: 51 T xgamer or wmaeT CadeI MackI aomm mmpli n dw Iquce kbased on coda bDds rules. a DOES NOT proMde an es*a ofeow" we or coq Wiens lo a ni*wwm de lame. Assembly Arei • a. Perimeter U-Fictor Ceiling: Cathedral 123 30.0 0.0 4 Skylight: Metal, Thermal Break, 2 Pane w/ Low-E 10 0.410 4 Wall: Wood Frame, 16th. o.c. 360 15.0 0.0 26 Window: Word Frame, 2 Pane w/ Low-E 10 0.310 3 Door. Glass 16 0.500 8 Floor: All-Wood Joist/Truss Over Unwind. Space 123 19.0 0.0 6 Compliance Statement. The proposal building design IeSClitmBd carreisterrt with the huiM'amg plans, specifications, and otiver ralcule8oms submitted with the permit application. The proposed has been desigrmed to meet are 2010 New York Energy Conservation Construction Code requirements in RESc heck-Web and to comply mandalpry requi anenfs ialed in the REScheck Inspection Checklist. c c~or~~rt v-(3-(3 Nacre - Title re RED Alec Date Project Notes: 2395 KING STREETORIENT, NY 11957 02 Project Titre: THE NORDEN RESIDENCE Report date: 08/13/13 Data Manama: 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: SI1nggb Famlly 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: #Panes - Frame Type Thermal Break? _ Yes _ No Commends: 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: DOOR: ? Door. Glass, U-factor: 0.500 Continents: Floors: ? Fkr. Alt-Wood Joistawss titer Uncond. Space, R-19.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subtl or decking. Air Leakage: ? Joints (including dm 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, weathembipped or otherwise sealed with an air barrier material, suitable film or 80fid material. ? Air barrier and sea" exists on common walls between dwelling units, on exterior walls behind tubsWmowers, and in openings between windowldoo 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 horsing and the interior wait or calling ouvenng. ? Access doors separating conditioned from unconditioned space are wealher-stripped and insulated (without insulation compression or damage) to at West the level of imuletion on the surrounding surfaces. Where loose f4 imulaton exists, a baffle or retainer is installed to maintain insulation application. ? Wood-burring fireplaces have gasketed doors and outdoor combustion air. ? Automatic or gmvity dampers are irMatied on all outdoor air intakes and exhausts. Air Sealing and Insulation: Project TRIe: THE NORDEN RESIDENCE Repot date: 08113/13 Data filename: Page 2 of 4 ? Budding envelope air tightness and insulation installation cempltes 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 arc-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b) Ceiling/attic: Air barrier in any dropped oeilirg/sotfit is substantially aligned with Insulation and any gaps are sealed. (c) Above-grade ways: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d) Floors: Air barrier is installed at arty exposed edge of insulation. (e) Plumbing and wiring: Insulation is placed between outside and pipes. Batt Insulation Is art to fit around wiring and plumbing, or sprayedroknm Insulation extends behind piping and wiring. (1) Comers, headers, narrow framing cavities, and rim joists are Insulated. (9) Showerllub on exterior well: Insulation exists between sthowem tubs and exterior wall. Sunroor s: ? Sunmor s that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight 1.1-factor of 0.75. New windows and doors separating the surxoorn from conditioned space meet the budding thermal envelope requirements. Materials Identification and Installation: ? Materials and equipment are installed in accordance with the manufacturers installation instructions. ? Materials and equipment are Identified so that compliance can be determined. ? Manufacturer manuals for all installed heading and cooling equipment and service water healing equipment have been provided. ? Insulation R-vakms and glazing 1-1-factors are dearly marked on the building plans or specifications. Duct Insulation: ? Supply duds in attics are insulated to a minimum of R$. All other duds in unconditioned spaces or outside the building envelope are insulated to at least R-8. Duct Construction and Testing: ? Building framing cavities are not used as supply duds. ? All joints and seams of air duds, air handlers, filler boxes, and budding cavities used as return duds are substandaty airtight by means of tapes, mastics, liquid sasta rts, gasketing or Other approved closure systems. Tapes, mastics, and fasteners are rated UL 181 A a UL 1818 and are labeled according to the dud construction. Metal dud connections with equipment ardlor filiirgs are mechanically fastened. Crimp joints for found 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 dud connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously waked and locking-type longitudinal joints and seams on duds 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) postcorsi uction leakage to outdoors test: Less than or equal to 8 cln per 100 fit of conditioned floor area. (2) Postcorsbuction total leakage test (including air handler enclosure): Less than or equal to 12 dm per 100 ft2. (3) Rough4n total leakage fad with air handler instated: Less than or equal to 6 dm per 100 fit of conditioned floor area. (4) Roughen total leakage test without air handler installed: Less than o equal to 4 dm per 100 82 of conditioned floor area. Temperature Controls: ? 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. ? Heat pumps having supplementary elechic-resistarhce heat have controls that prevent supplemental heat operation when the carpressor can meet the heating bad. Heating and Cooling Equipment Sizing: ? Additional requirements for equipmhent sizing are included by an inspection for compliance with the International Residential Code. ? For systems serving mueiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Budding Mechanical and/or Service Wafer Heating (Sections 503 and 504). Circulating Service Hot Water Systems: ? Circulating service hit water pipes are insulated to R-2. ? Circulating service hit water systems include an automatic or accessible manual switch to turn cif the circulating pump when the system is not in use. Project Title: THE NORDEN RESIDENCE Report dale' 08/13/13 Data filename: Page 3 of 4 Heating and Cooling Piping Insulation: O 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 onloff heater switch. Lj Pool heaters operating on natural gas or LPG have an electronic pilot light. Ll Timer switches on pod heaters and pumps are present Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- and/or waste-heatiecovery 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: O A Mnimum of 50 percent of the lamps in permanently installed fighting fixtures can be categorized as one of the following: (a) Compact fluorescent (b) T-8 or smaller diameter linear fluorescent (c) 40 lumens par watt for lamp wattage 15 (d) 50 lumens per watt for tamp wattage > 15 and 40 (e) 60 lumens per watt for lamp wattage > 40 Other Requirements: Lj Snow- and ice-melfing 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: Ll A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; window 1.1-factors; type and efficiency of space-conditahing and water healing equipment. The cartiflcate 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 Tifle: THE NORDEN RESIDENCE Report date: 08113113 Data filenanhe: Page 4 of 4 2010 New York Energy Conservation Construction Code Certificate Insulation Rating R-Value Coiling I Roof 30.00 Wall 15.00 Floor I Foundation 19.00 Ductwork (unconditioned spaced: Glass & Door Window 0.]1 Skylight 0.41 Door 0.50 NA Cooling Heating & Heating System: Cooling System: Water Heater: Name: Dab: Comm"": 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 SURVEY BY WILLIAM R. SIMMONS, L.S.P.C. 11 05 2008 ADDED BLDG. COVERAGE = ca 82 SF = 0.61% DATE: 380LEL I }a3al $O14k06D;AWI BA FEE: BY: ' Y NUIII I B-1,0113- DEPARTMENT 765-1802 8 AM TO 4 PM FOR THE NORDEN FOLLOWING INSPECTIONS: rCI rN i = 1. F"9*WARBWO REQUIRED 7717 ~ ~LJiUtI'~C~ FOR POURED CONCRETE - 35 FRONT YARD - V 2. ROUGH - FRAMING & PLU BING ORIENT, I NY 3. INSULATION ~ 2395 KING STREET 4. FINAL - CONSTRUCTION MUST 'F-l-EcTt`~+iCAL W BE COMPLETE FOR C.O. 1~,tmj~REEQTION REQUIRE[) w ARCHITECT TRELLIS RANK UELLENDANL REQUIREMENTS OFTHECOD OFNEW /~f~f11~A~1M~ 1~t~ ~ F5 F YORK STAT ESIGN ORECONSTRUCTON SERRORS. OVV{Jrf'U'1L1 OR F- 0 123eENPONBOZ1944 D 11944 CRTEL 631EL 631-M!417 8624 USE IS u}~>i/ A'a b+~/~s AWRIL C 7 W Z ALL CONSTRUCTION SHALL MEET THE 2111111HIIIIIIIIIII RETAIN STORM WATER RUNOFF M OWNERS PURSUANT TO CHAPTER 2:16 g ALAN AND PATTI NORDEN OF THE TOWN CODE OF OCCUPANCY 2395 KING srr ORIENT, NY 11951951 3 TEL 631-323-3551 EXISTING PROPOSED SITE PLAN ~i~ STUDIO PROPOSED 82 SF DRIVEWAY SCALE: 1/16' =1'-0' 1ST FL ADDITION w SCTMI = 1000-26-02-44 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 187.89' I DESIGN CRITERIA: WINDOW SCHEDULE LE\N a ~ GROUND SNOW LOAD - 45 PSF. PROPOSED WINDOWS ARE ANDERSEN PRODUCTS, 400 SERIES, LIVING AREAS AND DECKS - 40 PSF. WHITE EXTERIOR, UNFINISHED ON INSIDE, GRILLES AS PER PLAN, SLEEPING AREA - 30 PSF. GLASS TO BE HIGH PERFORMANCE LOW-E4 GLASS s WIND SPEED - 120 MPH SCREENS ARE PROVIDED FOR ALL WINDOWS AND DOORS SEISMIC DESIGN CATEGORY - B DH-WINDOW HARDWARE: ESTATE SERIES, SATIN NICKEL WEATHERING - SEVERE WITH FINGER LIFTS, SATIN NICKEL FROST LINE DEPTH - 36" TERMITE - MODERATE TO HEAVY Mark Size Description Quantity _ DECAY - SLIGHT A TW24310 DOUBLE-HUNG WINDOW 1 ° ICE SHIELD UNDERLAYMENT REQUIRED - YES B AN281 AWNING WINDOW, BATH 1 ° C 2222 VCM VELUX SKYLIGHT, FIXED 2 ° DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL ° FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD D 2668 ENTRY DOOR: ext'g kitchen door 1 pntE: 06/09/2013 to be re-used SCALE, WE = 1'-0" WINDBORNE MUDROOM ADDITION DRAWING SCHEDULE DESIGN (CRITERIA DEBRIS PROTECTION SCHEDULE A-1 SITE PLAN -DESIGN CRITERIA -WINDOW SCHEDULE BUILDING PERMIT APPLICATION window schedule A-2 EXISTING 1ST FLOOR PLAN t I 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 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 NNUNG SCHtDULE - FRAMING NOTES PROPOSED ADDITION 27'-11 1/2" MUDROOM EXTENSION NORM ~r - - - - - 82 SF lE i LiO'ICL ORIENT, NY 2395 KING STREET ARCHITECT F5 FRANK UELLENDAHL 2 123 CENTRAL AVENUE PANTRY GREENPORT NY 1, NY 1316 1944 PORCH TEL: 631-477 8624 OWNERS LIVING ROOM - ALAN AND PATTI NORDEN 2395 KING STREET W ORIENT, NY 11957 TEL: 631-323-3551 t~l D A << L - - - - - _ l 1j N 1 0 ~Ql DEN KITCHEN s TRELLIS a I b PATE: 07/17/2013 SCALE. 3/16" = 1'-0" a AS-BUILT J 1ST FLOOR PLAN s~ DING. NAME EXISTING 1 ST FLOOR PLAN EXISTING 1ST FLOOR PLAN ©ig DWG. NO A-2 SCALE: 3/16' = 1'-0" FOUNDATION NOTES LEGEND m Poo SAN STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 11'-0" READY MIX CONCRETE. 8" ® NEW WALL ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON EXISTING WALL UNDISTURBED SOIL. _ WALL ABOVE ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. - - - - o FOUNDATION ~ NORDO 2"X6„ TREATED SILL r 1 I 5/8" X 12" ANCHOR BOLTS 4'-0" O.C. w RESIDENCE 8 POURED CONCRETE FOUNDATION WALL E 2X8 F.J. @ 16" O.C. ORIENT, NY 1'-4" X 8" POURED CONC. FOOTING W/ KEYWAY 3-#4 REBARS - 3" ABOVE BOTTOM OF FOOTING W/ BRIDGING 2395 KING STREET SILL SEAL & TERMITE SHIELD ARCHITECT F5 FRANK UELLENDAHL 123 CENTRAL AVENUE o P.O.BOX 316 GREENPORT, NY 11944 TEL.631-4718624 OWNERS ROOF: RED CEDAR SHINGLES TO MATCH EXT'C ANN AND PA TI NORDEN ROOF: RED CEDAR SHINGLES TO MATCH EXTG 2395 KING STREET ORIENT, NY 11957 EXTG FOUNDATION PLAN TEL 631-323-3551 2X6 R.R. 0 16" closed cell ell FOAM INSULATION w/ R 2ND FLOOR SCALE: 1/4" = 1'-0" -30 ULF ~ (2) 2x6 FRAMING AROUND SKYLG IT 11'-D" g O (2x4 TOP PLATE 6" NON-VENTED SOFFIT TO MATCH EXTG NEW WINDOW TW2642 LL TRIMWORK TO MATCH EXTG RESIDENCE © AN281 A~ o - - - 20 STUDS 0 16" O.C. _ w R-16 HIGH DENSITY BATi INSULATION o - - o z N/SIDE: 1/2" GYP. BD. OUTSIDE: 1/2" CDX PLY SHEATHING ON FELT O r a 2X6 TRT'D SILL PLATE EXTG BENCH J ON 1ST FLOOR o s 1/2 PLY SET 1 2" CEMENT BACKER BD. ON t/2 PLY SUB FLOOR MUDROOM 0 2X8 F.J.O 16' O.C. w/ BRIDGING VELUX N VELUX c AND R-19 BAIT INSULATION o I SKYLIGHT~ CHIT o MR SPACE L22X22 LC " L2X22 HOOKS © j - 6 MIL MEMBRANE ON 2" CONC. RAT SLAB PANTRY p ¢g " „ DATE: 08/09/2013 11 -0 EXTG 4 -5 2 3 -2 SCALE: 1/4" = ,'-O' BASEMENT SHELVES CROSS SECTION I FLOOR PLAN 2668 - s FOUNDATION PLAN glass L EXISTING WINDOW SECTION = Dwc, NAME TO BE RE-USED g SCALE: 1/4" = 1'-0" I a ~ 1ST FLOOR PLAN DWG. NO A-3 SCALE: 1/4" = 1'-0" PROPOSED ADDITION o 0 Y NO(~RDI N RESIDENCE EP ORIENT, NY 2395 KING STREET 0 ARCHITECT FS FRANK UELLENDAHL "004 R 123 CENTRAL AVENUE o P.O.BO% 316 GREENPORT, NY 11944 TEL. 631-477 8624 OWNERS ® ® ALAN AND NORDEN 2395 KfNG STREET ~ ORIENT, NT, NY 11951 TEL 631-323-3551 Z*z i 5 5 ' v~ o ~ o PROPOSED DATE: 08/09/2013 ADDITION scuE' x~ 6'-16'-11 EAST ELEVATION o in DWG, NAME EAST ELEVATION 9~ A-4 SCALE: 1/4" = 1'-0" ©ig DWG. NO PROPOSED ADDITION Y Fit NORDEN RESIDENCE 9 ORIENT, NY 2395 KING STREET 0 ARCHITECT PRANK UELLENOAHL 2 123 CENTRAL AVENUE o P,O.BOX 316 GREENPORT, NY 11944 TEL, 631-477 8624 OWNERS ALAN AND PATTI NORDEN 2395 KING STREET ORIENT, NY 11957 3 TEL, 631-323-3551 FFF1 ® ® ;F Y s d m III fl_ll.lj IjIll 11111 fill 11 1111 111111 JIT11 i[ITII ]IFT-11 11-FTTIJ12, ~ o PROPOSED ADDITION 5C ALE 08 D9,20103 i NORTH ELEVATION NORTH ELEVATIONg DWG NAIVE A SCALE: 1/4" = 1'-0" © DWG. NO -5 PROPOSED ADDITION ICE SHIELD UNDERLAYMENT REQUIRED - 24" FROM EDGE MIN 2'-0" HURRICANE IP TYPICAL. Y NO(~R~DE N IENE a EP ORIENT, NY SIMPSON H2A HURRICANE ' 2395 KING STREET CLIP NAILED. FROM PROVIDE 8d COMMON RAFTER TO STUD. - NAILS ® 4" O.C. AT >n TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL FILL ALL NAIL HOLES SHEATHING. ARCHITECT FRANK UELLENDAHL APA RATED PLYWOOD TO J - - - - - - - - - - 123 CENTRAL AVENUE EXTEND TO TOP OF TOP o P.0 BOX AV 116 PLATE. GREENPORT, NY 11944 TEL. 631-477 8624 OWNERS ALAN AND PATTI NORDEN 1 1 /4" WIDE - 20 GAGE 2395 KING STREET MEYAL STRAPS AT DOOR FOR ORIENT, NY 11951 HEADER TO STUD CONNECTION ; TEL: 631-323-3551 MUDROOM A a5 I ACQ SILL PLATE TOP OF FOUNDATION a_ WRAP + NAIL STRAP 'a 4 - 4d NAILS ) ROUND SILL PLATE a _ AT ANCHOR BOLT 1 1/4" WIDE - 20 GAGE 1a °a SLAB ON GRADE METAL STRAP ® 48" OC. 1 1 /4" WIDE - 20 GAGE 5 - 8d NAILS MEYAL STRAP ® 48" OC. 5 a (2) #5 REBARS MAXIMUM. NAIL SHEATHING TO SILL PLATE ° 8d NAILS ® 4" O.C. ° 'r 2 x 6 SILL PLATE q o ACQ TREATED. i r r v . ~ ~ i rr S ALUMINUM TERMITE FLASHING r i J f.. 1 ) R r 5/8" X 12" A. B. ®48" OC. r it - y r C r , e 4" CONIC SLAB i w/ 3"x3°x3/16" FENDER WASHER + rs r r i (max. 12" from end of sill plates) DATE: 08/09/2013 8" P.C.FOUNDATION SCALE: NYS W/ 1'-4" X 8" " CO NT. FTG. DAMPPROOFING PER CODE 34` CONNECTORS Y (3) #4 REBARS ~ o CRITICAL PATH off t DWG. NAME SECTION ELEVATION ®:V DWG. NO A-s HOLD DOWN + SHEAR CONNECTION CRITICAL PATH FRAMING NOTES NAILING SCHEDULE TABLE 3.1- WFCM PROPOSED Joint Description Nail Sizes Nail Spacing ADDITION 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 It, Spacing 16" O.C. (Table 3.3A) 4 - 8d per rafter BETTER. Ceiling Joist to Top late ?Toe-nailed n/ per joist Ceiling Joist to Parallel Ranter (Fa e-nailed ) n each lap w 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" C Ceiling Joist Laps ov F r ace-nai Partitions ~Foce-nailed) n/a each lap ollar T e to Rafter le d) n/a MIN. THICKNESS O OR AS E NOTED. Blocking to Rafler (o -nailed 2 - Bd per each tie end 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, Rim Board to Rafter End-naffed) 2 - 16d each end J NORDEN EXPOSURE 1, 3/4' MIN. THICKNESS. ALL EDGES OF WALL FRAMING REC!lCt/~L it!C Vii PLYWOOD i0 SET ON SOLID BLOCKING. GLUE AND J NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Top Plate to Top Plate (Fay -nailed) 2 - 16d per foot Top Plates at Intersections) (eFoce-nailed) 4 - 16d joints ach side ORIENT, NY 4. ALL HEADERS 6'-0° AND OVER SHALL BE SUPPORTED Stud to Stud lFace-nailed 2 - i6d 24po.c. 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 20 stud MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 2 - 16d per 2x6 stud o 2 - 16d per 2x8 stud r ARCHITECT 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face-nailed) 2 - 16d per foot a FRANK uEUENDa l ® 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR 23 CENTRAL AVENUE CIRCULATION IN ROOFS. FLOOR FRAMING P,0.80X 316 GREENPORT, NY 11944 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, Joist to Sill Top Plate or irder (Toe-nailed) 4 - 8d per joist TEL, 631-4A 8624 stairs etc. ) OR AS NOTED ON DRAWINGS. Bridging to Joist (Toe-nailed 2 - 8d each end Blocaking to Joist Roe-naile 2 - 8d each end OWNERS 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block Ledger-Strip to Beam (Fac -nailed) 3 - 16d each joist ALAN AND PATTI NORDEN PARTITIONS OR AS NOTED ON DRAWINGS. Joist on Ledger to earn Ne-nailed) 3 - 8d per joist w 2395 KING STREET Band Joist to Joist End-nailed) 3 - 16d per oist cj ORIENT, NY 11957 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d per oat 3 El 631-323-3551 WITH RATED GALVANIZED METAL CONNECTORS BY "TECO" OR APPROVED EQUAL. ROOF SHEATHING Structural Panels 8d 4" o.c.,perimeter zone q other 6 ox. edges of ~ 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. panel, 12" o.c. intenor E BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS of panel SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. Diagona~^B x orq Sheathing 8" ALL EXTERIOR NAILS SHALL BE GALVANIZED. 2 - Sd per support 1 x 10 or wider 3 - Bid per support 1 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" CEILING SHEATHING o.c. EXTERIOR EDGES AND 6 d ® 12" o.c. INTERMEDIATE. Gypsum Wallboard 5d 7" edge / 10" field q it. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING WALL SHEATHING AND WATERPROOFING SHALL BE BY ARCHITECT. Structural Panels 8d 6" edge / 12" field a 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE Fiberboard Panels AND STUD WITH GALVANIZED HURRICANE TYPE 7 / 16' 6d 3" edge / 6" field s CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR 25 / 32" 8d 3" edge / 6" field TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE a CLIPS AT ALL PERIMETER JOIST TO GIRDER Gypsum Wallboard 5d 7" edge / 10" field CONNECTIONS. Hardboard Bd 6" edge / 12 field Particleboard Panels 8d 6" edge / 12 field 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA Diagonal Board Sheathing " o PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL 1" x 6'or 1" X Y 2 - Ball per support PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND i" x to" or wider ° HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED 3 - Sd per support < V o AS PER MANUFACTURERS RECOMMENDATIONS. WEB FLOOR SHEATHING STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" Structural Panels PATE: 08/09/2013 LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 1" or less 8d 6" edge / i?" field w SCALE: NYS PERIMETERS. HANDLING, STORAGE, AND ERECTION OF greater than t" 10d 6° edge / 6 field 3 FRAMING NOTES COMPONENTS SHALL BE AS PER MANUFACTURERS Diagonal Board Sheathing RECOMMENDATIONS. 1: x 6""or 1" x 8' 2 - 8d per support Nailing Schedule 1° x 10 or wider 3 - 8d per support r~ 14. ALL MULTIPLE LVL PRODUCTS TO HAVE TRUSSLOK CONNECTORS DWG NAME BY 'FastenMoster' ® 16" O.C. Nailing requirements ore based on wall sheathing nailed 6" on-center at the panel edgqe. 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. ° When wall sheothin44 is continuous over connected members , the tabulated number of nails shall be permitted to DWG. NO i6° ts' be reduced to 1 -Ted nail per foot.