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HomeMy WebLinkAbout36152-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 7/12/2011 No: 35057 Date: 7/12/2011 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: ALTERATION 1205 MAIN RD GREENPORT, NY 11944, Sec/Block/Lot: 35.-1-25 Filed Map No. conforms substantially to the Application for Building Permit heretofore 1/18/2011 pursuant to which Building Permit No. 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: alteration of unheated porch to living space in an existing one family dwelling as applied for. Lot No. filed in this officed dated 36152 dated 1/25/2011 (34 Sandpiper Lane, Cottage #34) The certificate is issued to Peconic Lndng (¢ Southold (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 36152 6/10/11 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 36152 Z Date JANUARY 25, 2011 Permission is hereby granted to: WALTZER (PECONIC LANDING) 1500 BRECKNOCK ROAD GREENPORT,NY 11971 for : ALTERATION OF UNEHEATED PORCH TO LIVING SPACE AS APPLIED FOR at premises located at 1205 County Tax Map No. 473889 Section 035 pursuant to application dated JANUARY Building Inspector to expire on JULY MAIN RD GREENPORT Block 0001 Lot No. 025 18, 2011 and approved by the 25, 2012. Fee $ 316.00 Authorized Signature ORIGINAL Rev. 5/8/02 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. 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 andunusual 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 New Construction: Location of Property: House No. Owner or Owners of Property: Old or Pre-existing Building: (check one) Street Hamlef Suffolk County Tax Map No 1000, Section Subdivision PcnnitNo. ~l 50'~ DateofPermit. i ' 2-~ - t ~. Block Filed Map. Applicant: Health Dept. Approval: Planning Board Approval: Lot 25 Lot: Request for: Temporary Certificate Final Certificate: Fee Submitted: $ ~'l~)~-~ Underwriters Approval: ~ (check one) -Applicant Signature Town l]ali \ntwx P.(). Box 1179 %oulhold. NY 11!)71 0939 Telephone (631 ) 71;,5-1802 Fax (631) 765-9302 ro.qer r chert~town.southold.n¥.us B1 !ILl)IN(; I)EPAI/TMI';NT TOWN OF $OUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Waltzer ¢*ddress: 34 Sandpiper La City: Greenport St: NY Zip: 11944 3uilding Permit #: 36152 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: BBS Electrical LicenseNo: 889-e SITE DETAILS Office Use Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ DuplecRecpt ~ Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: porch alteration, 1-paddle fan Notes: Ceiling Fixtures Wall Fixtures ; xlmt;igx:: rCeYsFi xtu re 1~ HID Fixtures Smoke Detectors CO Detectors Pumps Time Clocks TVSS Inspector Signature: Date: June 10 2011 81-Gert Erectrical Compliance Form TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]~F UNDATION 1ST [ ] ROUGH PLBG. [-~FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SA~-.', t' INSPECTION [ ] ~IR,=RF. mTJ~rrco, s'mucr~ [ REMARKS: DATE INSPECTOR INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F~DATION 2ND [ ] INSULATION [,,/] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION I 3 ..~.~ CO.STRmT~ I~ I ""'"mSTA"T ~RAT~. DATE :/( INSPECTOR .. TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY RRE RESISTANT CONSTRUCTION ~] ELECTRICAL (ROUGH) REMARKS: [ ] ROUGH PLBG. [ ]INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI/ON [ ] FOUNDATION 1ST [ ]~GH PLBG. [ ] FOUNDATION 2ND [r"~ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] RRE RESISTANT PENETRATION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]~I--PLBG~-~ [ ] FOUNDATION 2ND I~,'~INSULATION//~// [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE&CHIMNEY [ ] FIRESA~'"~'flNSPECTION [ ] RRE R~S.T~T CO.STRUCT~ [ ] R~ ~S~T~T ~ETR~O~ REMARKS: ~:'~ ~',~ ~,~ DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ] FOUNDATION 2ND ] FRAMING / STRAPPING [ ] ROUGH PLBG. [ ] I~.ILATION [~/]/~INAL FIREPLACE & CHIHNEY [ ] FIRE SAFETY INSPECTION mE RESIn'JIlT mm ( ) .RE.F. Sm',WI' miE'rRJTIOH DATE ~ INSPECTOR Frank Wolfgang Uellendahl Architect 123 Central Ave POB316 Greenport, NY :L1944 t: 631.477.8624 e:frank@frankuellendahl.com June 23, 2011 Property Owner: Pr~eot: Hugh Waltzer 34 Sandpiper Lane Greenport, NY 11944 Living Room Extension at 34 Sandpiper Lane at Peconic Landing PERMIT # 36152 - PORCH ALTERATIONS Framing Inspection - April 6, 2011 RAFTER SIZE The contactor installed 2x10 Rafters @ 16" O.C. versus 2x12 R.R. as was specified in the permit application. The installed 2x10 rafters are structurally per code. The contractor added 2 inch firring strips to each rafter in order to accommodate the required R-38 insulation. FLOOR JOISTS The contractor upgraded the floor system from 2x10 joists to 9.5" TJI 210 joists to keep shrinkage of the floor system at a minimum. I approve the change to TJI joists. hereby state that the information provided above is true to the best of my knowledge. TOWN OF gOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9S02 SoutholdTown.NorthFork.net Examined )/05,20 J ( Approved I/2 ~'~20 [( Disapproved a/c Expiration ?/~2 c3.'~20 t~' PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. T~ Flood Permit Storm-Water Assessment Form Contaet: Building Inspector APPLICATION FOR BUILI~ING PERMIT Date, ,q Z r ldv , 20. 1{ INSTRUCTIONS k/ / 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 P~m~it. 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 pa~ for any purpose what so ever until the Building Inspector issues a Certificate of Oocapancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the properly have been enacted in the interim, the Building Inspector may authorize, in writing, the extemion of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building D~arlment for the issuance of a Building Permit pu~uant 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) 0Vhfiling address of applicant) State whether applicant is owner, lessee, agent, architect' engineer, general contractor, electrician, plumber or builder Name of owner 0£premises J t~{,,'~',/-/ ~/,~:)/.. 7"~.~ (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. ~Z'~?--- /,'t/~L,~t~ Plumbers License No. Electricians License No. Other Tmde's License No. l. Locationgf land_on which proposed wo~ wil] be done: House Number Street H~amlet ' / County Tax Map No. 1000 Section ~- Block tt Lot 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 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars b. Intended use and occupancy Nature of work (check which applicable): New Building Repair Removal Demolition Addition V~ Alteration. Other Work Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specif~ nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ~'~/ Rear Height "-'2~.,~ I Number of Stodes Dimensions of same~structum with alterations or additions: Front ~',~- Depth ~'oF_ ~ Height ~.~' t Number of Stodes Rear 8. Dimensions of entire new construction: Front Height Number of Stories .Rcar Depth 9. Size of lot: Front Rear Depth 10. DateofPurohase ~//2t~// Name OfFormer Owner 11. Zone or use district in which premises are situated 12. Does proposed cons~uction violate any zoning law, ordinance or regulation? YES / 13. Will lot be re-graded? YES__ NO ~//Will excess fill be removod from premises? YES ~//NO NameofArchitect ~-~'~l~]Z_ Vt/~//~/~fft~//~/Address/~']~/~,v~! NameofContractor ~,ff~ //(/',~/&;/~ Address~PhoneNO:~ ! 5 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES * IF YES, SOUTHOLD TOWN TRUSTEES & D;E.C. pERM1TSpMAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ~/~ NO * 1F 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 b'~ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) COLrNTY OF .~Z~.~S: / (Name of individual signing contract) above named, (S)He is the ~ff'~ff'~7~ CONNIE D. BUNCH No~rY Pub#c. Slate of New yerk No. Ol 8u8186o5o ~ El~ro~ ,d~dI 14, ~ being duly sworn, deposes and says that (s)be is the applicant (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 a~ 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. Applicant Jill M. Doherty, President James F. King, Vice-President Dave Bergen Bob Ghosio, Jr. John Bredemeyer Town Hail Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 November 17, 2010 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Frank W. Uellendahl, RA 123 Central Ave. P.O. Box 316 Greenport, NY 11944 RE: HUGH WALTZER/PECONIC LANDING COTTAGE #34 1500 BRECKNOCK RD., GREENPORT SCTM35-t-25 Dear Mr. Uellendahl: The Board of Trustees reviewed the site plan prepared by Frank Uellendahl, RA dated November 15, 2010 and determined the proposed extension of the living room by converting the existing 2-season room into a 4-season room to be out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111 ) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff and/or wetlands jurisdictional boundary, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary best management practices are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sinc~rgly, ,^ Jill .~Doherty, p~s~d~e Board of Trustees JMD:lms Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM /(~00 ~?.~ THE FOIJ.OW/NG ACTI0fl" MAY REQUIRE THE SUBII#881Ofl 0F A SCOPE OF WORK - PROPOSED CONSTRUCTION l'l'l~I#/WORKASSESSMF.,NT { Yes No (Inclu~ Total Ar~ o~ all Pmcels located v/dhin I W'dl I~ls Pro~'ect Retain AJI ~to~m-Water Run-Off Generated by a '1'wo (2"') Inch Rainfafl om Site? clemfl~ and/or constru~on ac~vities as w~ll .s ali an~. ~u~ i~nce.. ~ ~-¢~ ~'F Site Improvements and the pemlanent creation of consbu~on acOvity? impervious ~urface~.) " 3 Doesthe~teFlanend/or~oweydeacl~e~leemalon ,~ ~-'1~~:) ,~/7~ ~'~//./~-'~'./,~ ~?:~andsedimentconO~prac~esl~atwlllbeusedto ~ /~..r"/~ ~ "~-_.~=~::~/ 4Wa~lspmiectRequimanyLandFillino,~or Exis'~g Grade Involving mom than 200 Cubic Yards (5.000 8.F.) Square Fe~ of G~ound Surface? STATE OF NEW YORK, ~ ~'~T[~;~ N~,"y Pubiic, .~. ate ~ New Yorf~ COUNTY OF. _...,~.... Z.Z, ,~.. I:~.! .............. sS No. 0 ~ [~U~ ~ Qu~l~fi'ed r: Suffolk Counh~ ................................................ _.o duly_.._..., o~pos~s an~ ay~ o.~, c..~, ~"~.-~'-~.'~'~¢jf ............................................. Owrmr and/or represent, five of thc Owner or Owners, and ~ duly authorized to perform or have pe.~ormcd ~¢ said work and to maim and file this application; d~t all st. atcmen~ contained [u thi~ applica~on arc mm t I flit best ofh~s knowledge and belief; thatlhe workwill be performed in the mannex set forth in the application flied h~swom to before me II, is; ~. .. ................... ./..~..~. ............ .a~y ~ .2~...~. .F....z4 ................ ~o l l ................................... ...................................................... FORM - 06/t0 Town HallAm~ex 54375MainRoad P.O. Boxl179 Southold, NYl1971-0959 Telephone (631) 765-1809 ro.qer riche rtdt~w(an3.1s) o7 ~'~)(~. ny. u s BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: IAddross: Phone No.: JOBSITE INFORMATION: *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: (*Indicates required information) 1000 Section: '3 ~" Block: *BRIEF DESCRIPTION OF WORK (Please Pdnt Cleady) /?/i>5 Lot: ' (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: Temp Information (If needed] *Service Size: 1 Phase *New Service: Re*connect Additional Information: 3Phase YES Rough In Final 100 150 200 300 350 400 Other Underground Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form Town Hall Annex 54375 Main Road P.O. Box 1179 Southold. New York 11971-0959 Telephone (631 ) 765-1802 Fax (631 ) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD June 22,2011 Frank Uellendahl PO Box 316 Greenport, NY 11944 RE: Hugh Waltzer, Peconic Landing NOTE: See copy of inspection form dated 4/6/11 TWO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. ,// A fee of 50.00. __ Final Health Department Approval. __ Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees #765-'1892) __ Final Planning Board Approval. __ Final Fire Inspection from Fire Marshall. __ Final Landmark Preservation approval. BUILDING PERMIT: 36152 - Porch alterations PECONIC LANDING - COTTAGE 34 PECONIC LANDING - COTTAGE 34 ALL STORM WATER RUN OFF TO BE CONNECTED TO EXISTING DRYWELL Generated by REScheck Package Generator Compliance Certificate Project Title: THE WALTZER RESIDENCE Report Date: 01/18/11 Energy Code: Location: Construction Type: Heating Type: Non-Electric Glazing Area Percentage: 165'. Heating Degree Days: 5750 Construction Site: 34 SANDPIPER LANE AT PECONIC LANDING GREENPORT, NY 11944 Permit Date: 01/18/2011 2007 New York Energy Conservation Construction Code Suffolk County, New York Detached 1 or 2 Family Owner/Agent: Designer/Contractor: Cetiing: Wall: Window: Door: Floor: with this permit application. The proposed Cede requirements. When a Registered Design Professional has s knowtedge, belief, and professional judgment, such Name - Title 38.0 19,0 0.0 0,400 0.350 19.0 the building plans, specifications, and other calculations submitted meet the 2007 New York Energy Conservation Construction i are attesting that to the best of his/her Project Title: THE WALTZER RESIDENCE Report date: 01/18/11 Data filename: Page 1 of 4 Generated by REScheck Package Generator Inspection Checklist Date: 01/18/11 Ceilings: r~ Ceiling: R-38.0 cavity insulation Comments: Note: The ceiling R-values do not assume a raised or oversized truss construction. If tpe insulation achieves the foil insulation thickness over the plate lines of extedor walls, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R~,9 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). Above-Grade Walls: [] Wall: R-19.0 cavffy insulation Comments: UPGRADED TO R-21 Note: Wall requirements apply to wood-frame wall constructions. Metal-frame wall or mass (concrete, masonP/, itxj) wall equivalent R-values can be found in the Help User's Guide. Windows: ~] Window: U-factor: 0.400 For windows without labeled U-factors, describe features: #Panes Frame Type __ Thermal Break? Yes __ No Comments: [] Door: U-factor: 0.350 Comments: Front door exempt Note: Door U-values must be tested and documented by tbe manufacturer in accordance with the NFRC test procedure or taken from the door U-factor table in the Help User's Guide. If a door contains glass and an aggregate U-factor rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-factor to determine compliance for the door. One door may be exoluded from this requirement (i.e., may hay a U-factor greater than 0.35). Floors: [] Floor: R-19.0 cavity insulation Comments: Note: The floor requirements apply to floors over unconditioned spaces (such as unconditioned crawlspaces, basements or garages}. Floors over outside air must meet the ceiling requirements. Note: Add an additional R-2 for heated slabs. The insulation must extend 1) down fi'om the top of the slab, or 2) down from the top of the slab to the bottom of the slab and then horizontally undemeath the slab, or 3) down from the top of the slab to the bottom of the s~ab and then horizontally away from the slab, with pavement or at least 10 inches of soil covedng the horizontal insulation. Air Leakage: [] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. Recessed lights are 1) Type lC rated, or 2) installed inside an appropriate air-fignt assembly with a 0.5' clearance from combustible materials. If non-lC rated, fixtures are installed with a 3' ctearar~e from insulation. Vapor Retarder: [] Installed on the warm-in-winter side of al~ non*vented framed ceilings, walls, and floors. Materials Identification: [] Materiels and aquipment 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. Project Title: THE WALTZER RESIDENCE Report date: 01/18/11 Data filename: Page 2 of 4 · I~ Insulation is installed according to manufacturers instructions, in substantial contect with the surface being insulated, and in a manner that achieves the rated R-vatue without compressing the insulation. Duct Insulation: [] Supply ducts in unconditioned affics or outside the building are insulated to at least R-8. Return ducts in unconditioned attics or outside the building are insulated to at least R-4. [] Supply ducts in unconditioned spaces are insulated ta at least R-8. [] Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [] All joints, seams, and connections are securely fastened with welds, gaskets, mastics (edhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and k3cking-typo longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [] The HVAC system provides a means for balancing air and water systems. Temperature Controls: I~ Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [] Separate electdc meters exist for each dwelling unit. Fireplaces: Ct Fireplaces are installed with tight fitting non-combustible fireplace doom. [] Fireplaces have a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: Watar heaters with vertical pipe dsers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [] Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: [] Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: [] All heated swimming pools have an on/off heater switch a~l a cover unless over 20% of the heating energy is from non-deptateble sources. Poo~ pumps have a time clock, Heating and Cooling Piping Insulation: [] HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: THE WALTZER RESIDENCE Report date: 01/18/11 Data filename: Page 3 of 4 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circutating Mains and Runouta Heated Water Up to 1' Up to 1.25' 1.5' to 2.0" Over Temperature (°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Piping System Types Range(OF) Insulation Thickness in Inches by Pipe Sizes 2" Runouts 1 · and Less 1.25' to 2.0" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1,0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Bdne Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Project Title: THE WALTZER RESIDENCE Report date: 01/18/11 Data filename: Page 4 of 4 ~ ~ LIVING ROOM ~ EXTENSION GENERAL NOTES DESIGN CRITERIA: ~ 2 SEASoNUNHEATED'RoOM ~>m TO UNIT#54 1. ALL WORK MATER~L AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. ~ ACCORDANCE WTH THE NEW YORK STATE UNIFORM LIVING AR~S - 40 PSF. ~ ~ BUILDING CODE AND THE NEW YORK STATE ENERGY SLEEPING AR~ - ~0 PSF. ~ UViNC RO0~~ CONSERVAION CODE, AND LOCAL AUIHORITIES. WIND SPEED - 120 MPH I 2. ALL LUMBER SHALL BE GRADE STAMPED DOUGHS FIR- SEISMIC DESIGN CATEGORY - B KITCHEN L ~RCH STRUCTU~L G~DE ~2 OR B~ER. W~THERING - S~[RE ~ i ~ I FROST LINE DEPTH - 56' ~ 7~-~ ~ 3, ALL DIMENSIONS AND G~DE CONDITIONS TO BE TERMITE - MODE~TE TO H~W I --~ ~ m ~l~ VERIFED BY CO~CTOR(S) PRIOR TO START OF DECAY - SLIGHT -- ~ ~ ~ ~ ~ ~ ~,, CONSTRUCTION AND ORDERI~ OF ~TERIALS. ICE SHIELD UNDER~YMENT REQUIRED YES ~ - mm 4. ALL H~DERS 6.0 ~ IN LENGTH AND OVER TO BE ~ , ~ ~ ~ BY TRPLE UPRGHTS, ALL H~DERS TO BE PRODUCTS W~D F~ME CONSTRUC~ON MANUAL ~ ~ MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING, FOR 1~2- FAMILY HOUSE 5. PROVIDE F~SHING AT ALL ROOF BR~KS, PRESCRIPTIVE DESIGN M~HOD. ~ ~ ~ ~ ~ ~' ~ CHIMN~S, SKYLIGHTS, E~ERiOR DOORS, W~NDOWS ~ --~ ~ ARCHITECT AND DECKS CC.. J j ~ ~E~ ? F~NK UELLENO~L 6. DO NOT SCALE D~WINGS. WINDOW SCHEDULE 7. DESIGN CONSULTANTS OR RECORD ARCH~ECT- ~ - . . GREEN~RT, ENGINEER ARE NOT RESPONSIBLE FOR THE *~ : , ~ ~ F ~'!: ' ~ .... ~ TEL: 651-4778624 INSPECTION. SUPERVISION, OR ~MINISTRATION OF WINDOWS ARE ANDERSON PRODUCTS G~ED ~ W~NDBORNE ................. ~ ~J L~ .=~-. THIS CONSTRUCTION PROJECT. FEDERAL, STATE ] ~ . ~ OWNER AND LOCAL ZONING AND BUILDING CODE COMPLIANCE DEBRIS IMPACT RESISTANT UNIT ASSEMBLIES WITH HiGH LR E~ENSION ~ ' ' ~ ~ ~NDPIPER ~NE CO~RACTOR. THE 6~ED OPENINGS ~E~ THE REQUIREMENTS OF THE ~pJ ~OTE~ 6REENPORT, ~ H944 ~ ~E~ TEL: 631-524 1684 OWNER. SCREENS TO BE PROVIDED FOR DOOR AND WINDOWS. 9. ENGINEER TO BE NOTIFIED IN WRITINg OF ALL CONTEMPORAY HARDWARE, ~IN6H: ~TIN NICKEL ~ JILDINg DE~ARTME~ CHANGES PRIOR TO AND DU~ING CONSTRUCTION. SKYLIGHTS = VELUX PrODUCtS W~TH I~PACT RESISTANT g~SS ~ ~ ~. 7~ ~802 8 ~ TO 4 PM FO~ 10. ELECTRICAL ,ND,ECHAN,CALCO,PONENTS TO BE ~ FO,~,I~I,~,~C,,O,~: DESIGNED AND SPECEIED BY OTHERS. Mark Size Description QuanHty ' ~ ATION - ~ REQUIR~ ~D 11.CONT~C,O~ S~L~ OBTNN ALL PER,ITS ,ND A~H~OBO'PLR HJN~D DOOR 2 ~ ~ ~ I I T ~;~ 'U"Eg cO"c'E'E INSURANCE NECES~RY TO PROTECT THE ENGINEER A ~HGOGOPALR HINGED DOOR 1 ~,~ · FRYING, PLUM~, CD s~H2980S606 STATIONARYNoN_VENTEDSIDEs~LiG~UGHT 21 I I ~ } ~ 4 FINAL CONSTRUCTION & ELEC' 44-3/4"X47' ~ ~ ~ ~ ~ ] A~'CONS RUCTION ~ALL ~ I I ~ ~ REQUIRE lENTS OF THE CODES 0 NE~ ~~ ~ ~ ad~ ERRO~ ELECTRICAL DRAWING SCHEDULE PROPOSED LIVING ROOM EXTENSION iNBPEOTiON REOUIRED RETAIN STORM WATER RUNOFi A-1 T~TLE SHE~ - DESIGN CRITERIA - GENE~L NOTES ~ EXISTING 2-S~SON ROOM TO BE DEMOUSHED ~ANT TO CHAPTER 236 ~ ~TE; 01/18/2011 A-2 SITE P~N L~_] LIVINGROOM TO BE EXTENDED WITH N~ CRAWL OF THE TOWN CODE. ~ ~E: N.T.S. A-3 FOUNDATION A-4 PROPOSED FLOOR PmN · TITLE SHE~ BUlLDIN P R IT PPLIO TIO] A-7 CRITICAL PATH - CONNECTORS _ ~ ~ GENERAL NOTES A-8 NA~UNG SCHEDULE - F~MING NOTES JANUARY 18, 2011 ~ ~WG. ~E FRANK W. UELLENDAHL, ARCHITECT PO BOX 516 GREENPORT, NEW YORK 11944 ~ ~. NO ~ ~ TO UNIT ~4 ~ RO 2S / ~ ~ : : : / / ~ ~ ~ / ~ ~.o.~x / / ~j : ~ / / ~/~" /~~ / / ~ ~ TEL: 631-477 8624 / ~ OWNER ' ~ H~H WALTZER ~ ::::::::::::::::::::::::::::::::::::: ~/~/ / / ~ ~ ~ ~EL:?-~2~ ;:: x~j UF~ :: ::: :::::::::::::::,' ~ Itl ~ ~ S~TE P~N ~;XiST:G CO,AGE UNIT 54 L>~~~ '' / / SUFFOLK COUNt, NEW YORK ~: Bw~ ,o A2 22' 4" 16X8 VENT VENTED CRAWL SPACE 2" CONCRETE DUST COAT 30" X $0" OPENING FOR ACCESS TO CRAWL SPACE AND VENTILATION I EXISTING BASEMENT ~ PROPOSED FOUNDATIONi ,, 1 WALL TO BE REMOVED CENTERED ON WINDOW ABOVE FOUNDATION NOTES STRENGTH = 5000 PSt AT 28 DAY ASTM C-94 READY MIX CONCRETE. ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON UNDISTURBED SOIL. ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. NEW FOUNDATION/CRAWL SPACE ~t~ SUBFLOOR, NAILED AND GLUED FLOOR ,JOISTS ~ 16" O,C, R-19 INSULATION 2"X6" TREATED SILL 2" CONCRETE DUST COAT 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL 1'-4" X 8" POURED CONC. FOOTING W/ KL'h'WAY 8" POURED FOUNDATION WALL 2" RIGID EXTERIOR INSULATION APPLIED ON THE BITUMINOUS DAMPPROOFING SILL SEAL AND TERMITE SHIELD FOUNDATION PLAN LIVING ROOM EXTENSION TO UNIT #54 PECONI¢ I. DING ROUTE 25 GREENPORT, NY ARCHITECT FRANK UELLENDAHL 123 CENTRAL AVE. P,O.BOX 316 GREENPORI, NY 11944 TEL 631-477 8624 OWNER HUGH WALTZER 34 SANDPIPER LANE GREENPORT, NY 11944 TEL: 631-324 1684 DATE: 0t/18/2011 SCALE: 1/4": 1'-0' FOUNDATION PLAN DWG. ~ME A-5 DWG. NO ~ PROPOSED CONSTRUCTION ~ LIVING ROOM ~/ WALL TO BE REMOVED ~ EXTENSION BRICK PATIO ~ TO UNIT #54 ~ ELECTRICAL LEGEND 22'-4' ~ ~= DUPLEX RECEPTACLE OUTLFr ~. 2f-4' .6" ~ DUPLEX RECEPTACLE OUTLD .11". 6' O"R,O. ,1L5" 6' O" .1L5". 6' O"RO. +H" ~D DIMMER SW~TCH * ' ~ TELEVISION, CABLE ~ ~ ~H60~OAPLR ~m' ~ ~ DIRECTIONAL H,CH HAT ~ 34 ~ ~H608OPALR[ ~ ~ P~NT~NG AR~ ' FLOODLIGHT A PE~NIC ' ~ ~ ~ EXTERIOR LIGHT ~ I,, II ~ / ~ CONTINUOUS H~DER ALL SIDES: 3.5 Xll.25 1.55E LSL B~M ~ II~ ~.~. ~ ~ ~ ~ / ~ PROPOSED ~ ~ ~ ~= ~ ~ ROUTE 25 " ~ N N -~__~~ ~GREENPORT, NY BRICK PATIO] ' ~ LR EXTE SIO ] :~ ~ CATHEDRAL CEILING ~ ~ ~] . .P / ~ 2~ N~ SF ~l, ~ ~ / , ~ ~ ARCHITECT '; / / ~ ~ SKYLIGHT ABOVE ~ S~UGH~ ABOVE 123 CE~L A~, ~ ~ ~ I ~ I ~ ~ I GRENPORT,~11944  : / " ~ , , :l ~ TEL: 631-477 ~624 ~ / I ~- B~M: 5-1/4"X14" PARA~M PSL ~~~TEL: 631-324 1684 iiiTM >: / I ~~z:~=~~:~=~=--= =~]lI MASTER BEDROOM , ~ . CL~R OPENING HEIGHTS / / NOOK ~ ~ TO LR EXTENSION ~ REF. LIVING ROOM ~ I I KITCHEN I I I i ~ i I =g ~T~: 0~/~/~0~ ~ ~, LR EXTENSION FLOOR P~N ~~ DWG. NAME I ~ ~ ~ M. BATH 12 LOUVER 12 ~ -3.5 EXISTING A1TIC HEADER: 5"X14" GLUED-LAMINATED BEAM (2) JACK STUDS OPEN TO BREAKFAST NOOK EXISTING LIVING ROOM GRADE EXISTING BASEMENT EXISTING STRUCTURE FRAMING AROUND SKYLIGHT KNEEWALL STUDS @ 16" O.C. INSULATION PROPOSED CRAWL SPACE FOUNDATION AND CRAWL SPACE TO MATCH EXISTING CONDITION PROPOSED ADDITION PROPOSED CONSTRUCTION ROOF ASPHALT SHINGLES TO MATCH EXIST'G ROOF FOLLOW MANUFACTORER'S GUIDELINE FOR INSTAL~TION: IN 120MPH REGION: 6 NAILS PER SHINGLE REQU D 15 LBS FELT 5./8" CDX PLYWOOD SHEATHING 2 X12" ROOF RAFTERS @ 16" O.C. R-38 INSULATION !~ 28"X46" STATIONARY SKYLIGHTS, INSULATED 8" GYPSUM BOARD 1 -0" VENTED OVERHANG MATCH EXIST G. VENTED SOFFIT, FACIA BD & GUTTERS WALL 2"X6" STUD @ 16" O.C. H/O0" CDX PL~OOD USE WRAP CEMENT BOARD SIDING TO MATCH EXISTING R-21 HIGH DENSllY BAI~tNG INSULATION 1/2" GYPSUM BOARD CLIPS EACH RARER -- (2) 2X6 TOP PLATE GRADE -- 2X6 TREATED SILL PLATE m NEW FOUNDATION/CRAWL SPACE 3/4" SUBFLOOR, NAILED AND GLUED 2X10 FLOOR JOISTS 0 16' O.C. R-19 INSULATION 2"X6" TREATED SILL 2~ CONCRETE DUST COAT 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL 1'-4" X 8" POURED GONG. FOOTING W/ KC'FWAY 8" POURED FOUNDATION WALL 2" RIGID EXTERIOR INSULATION APPLIED ON THE BITUMINOUS DAMPPROOFING SILL SEAL AND TERMITE SHIELD SECTION A-A LIVING ROOM EXTENSION TO UNIT #34 ROUTE 25 NY ARCHITECT FRANK UELLENDAHL 123 CENTRAL AVE. P,O,BOX 316 GR£ENPORT NY 11944 TEL: 631-477 8624 OWNER HUGH WALTZER ~4 SANDPIPER LANE NY 11944 SCA[ri: 1/4"= CROSS SECTION DWG. NAME A-5 DWG. NO LIVING ROOM EXTENSION TO UNIT #34 PECONIC I.~DING ROUTE 25 GREENPORT, NY I I I I i I NORTH ELEVATION ARCHITECT FRANK UELLENCAHL 123 CENTRAL AVE. P.O.BOZ 516 GREENPORT, NY 11944 TEL: 631-477 8624 OWNER HUGH WALTZER 34 SANDPIPER LANE 6RE[NPORT, NY 11944 TEL: 631-324 1684 DATE: 12/26/2010 SCALE: 1/4': 1'-0' i!l NORTH ELEVATION A-6 ~ LIVING ROOM i CONNECTION REQUIREMENTS ~ EXTENS 0N ~ TO UNiT 24" CE SHIELD UNDERLAYMENT ~ HURRICANE CLIP ~ ' ~fEOI~ TABLE 3.3 lB' ROOF SPAN, 16" SPACINg, MEAN ROOF HEIGHT 14' TYPICAL· % - CONNECTOR UPUFI LOAD: 526 PLF X 0.8 = 420 PLF (ALTERATE. CL P ~ CONNECTOR LATERAL LOAD: 339 PLF X .B = 271 PLF A ~m~ ~ ~ / ALTERNATE POSITION OF H5 SHOWN) ~ --~ 34 ~'~ I I I~ ~ ~ J /~HURRCANE CLIP USE CONNECTOR SHEAR LOAD: 280PLF×0.8=224PLF ~ '~1~1111~~ / SMPSON H3 ~- ':, ' ~ A PECONIC ~ - ~RAFTER TO TOP PLATE 4-Bd CO NON N~.ILS '"'"~'? ~ [TOENAILEDM)k REQUD IN EACH ,, RAFFER TO TOP PLATE ~ LANDING /-'~. '~ ~ RAFTER AND TOP PLATE ~ DOUBLE TOP PLATE // ?'N II ~<~ ,~ > ~ ~ ~ LATERAL AND SHEAR CONNECTION SIMPSON H2A HURRICANe// / k HEADER 4-8d COMMON NAILS (TOENAILED) REQUIRED ~ ROUTE 25 CUP NAILED· FROM / ~ PROVIDE 8d COMMON IN EACH RAFTER AND TOP PLATE ~ GREENPORT, NY RAFTER TO STUD, - ~ /~NAILS ~ 4" O C AT TYPICAL ALL RAFTERS //'EXTERIOR EDG~ 'OF ALL B-8d NAILS EACH END/ ~//' SHEATHING. UPLIF[ STRAP CONNECTION REQUIREMENT ~ ARCHITECT ROOF TO WALL APA RATED PLYWOOD TO~/ WFCM TABLE 3.5 B - (PRESCRIPT~ ALT. TO TABLE 3.3) - 16 FT ROOF SPAI ~ FRANK UELLENDAHL EXTEND TO TOP OF TOP 5-8d COMMON NAILS IN EACH END OF ~o 123 CENTRAL AVE. ~ P,O.BOX 316 PLATE, 1-1/4" X 20 GAGE STRAP ~ GREENPOR[ NY 11944 ~ TEL: 931-477 8624 2 x 6 STUDS ~16" O.C, HEADER CONNECTION REQUIREMENTS WFCI~ TABLE ~.5 ~ OWNER  HUGH WALTZER CONNECTOR UPLIFT LOAD: 1408 X 0.8 = 1126 LBS .M SANDPIPER L~E CONNECTOR LATERAL LOAD: 762 X 0.8 = 612 LBS · GREENPORT, NY 11944 P.O. FOR WINDOW/DOOR REQU'D HEADER CONNECTION UPLIFT CAPACI~(: 1041 LBS EL: 1 - 1/4" X 20 GAGE STRAP ~ ;] ~-v, 8-10D COMMUNS INTO HEADER // ~ ~ 8-10D COMMUNS INTO STUD y~[.~ / ~ METAL STRAP ~,~8" OC. 5-16D SINKERS THROUGH JACK STUD II ~'i;~.,, MAXIMUM. 5-16D SINKERS THROUGH KING STUD ,, SILL PLATE UPLIFF STRAP CONNECTION REQUIREMENT . WA ,o WRAP + NAIL STRAP AROUND SiLL PLATE / 5-8d COMMON NAILS IN EACH END OF t, AT ANCHOR BOLT 1 1/4" WIDE - 20 GAGE 1-1/A" X 20 GAGE STRAP -~ METAL STRAP ~ 48" OC, SUBFLOOR .~-NAIL SHEATHING TO SILL PLATE SILL PLATE TO FOUNDATION ANCHOR BOLT ¢8d NAILS @ 4" O.C. (2) #5 REBARS ~J, ~/~,~, ~, ~2 x 6 treQted SILL PLATE ' CONNECTION RESISTING LATERAL & SHEAR LOADS · · WFCU TABLE 3.2 A - (PRESCRIPTIVE ALl. TO TABLE 3.2) '.~,/"/~ ~ ALUMINUM TERMITE FLASHING ' ' '- ' CRAWLSPACE · ............,,......,,........ m '/,~,~,~ ~ ~5/8" ANCHOR BOLTS © 48" OC. '-- '' ~ ' /--2" RAT SLAB ~/,",/~,~ ~> w/ FENDER WASHER· '' '' '' '''' '''' '' ' '' ' SILL PLATE TO FOUNDATION ANCHOR BOLT ,..,. ~,~'.~.-.(,~).,¢,,4.,.EB,.A,R.,S., ........... b~ -.,. ~ 2" RIGID INSULATION ' ' ' ' CONNECTION RESISTING UPLIFr SECTION ELEVATION CONNECTIONS~¢~ CONNECTORS DWG. NA~E HOLD DOWN + SHEAR CONNECTION CRITICAL PATH s= A-7 ~DWG. NO LIVING ROOM [ Joint DescriptionINail Sizes I Nail Spocing I ~ EXTENSION 1. ALL FRAMING LUMBER SHALL BE GRAOE STAMRED =' :::.': ] TO UNIT #54 DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR ~Ro!ter t,o Top P~te ,(,T,o?-FIoiled) - ~ell Height: 10 ft, Spedn9 16" O.C. (Teble 5.3A) 4 - 8d per rafter Ceiling Joist to PmFmllel Rater tFe¢e-nmiled~ e~ch ~op 2. ALL SH~THING TO BE APA HATED, EXPOSURE 1, 5/8~ ~e~ing~oi~t ~ps ov~ PmdiDons.(Fmce-neiled) n/ce eoch..lup MIN. THICKNESS OR AS NOTED. Uolmr ii~ [o ~gfter¢$roce-nm~(ed) per ~e ~. ALL SUBFLOORIN6 TO BE APA RATED STURD-I-FLOOR, Klm moord to ~¢f(eF ~bn~-no[lem) 2 - 16d emch end PL~OOD TO BESET ON SOLID BLOCKING. GLUE AND ~, : ~IL PL~OOD SUBFLOOR TO FLOOR JOISTS. 2 - 16d ~op P]o~e to ToR Plot~ (Face, nailed). ,, per foot op Plates at )mersectFon~ (race-nai,ea~ 4- 16d joint~Tiach side ~l~ 4. ALL H~DERS 6'-0" AND OV¢~o~?LL BE SUPPORTED ~tu< to.Stud ([ac%mnailed).,., 2 - 16d z* c.c. WITH DOUBLE UPRIGHTS. AND OVER WITH Heaaer to Heaaer (race-ne,aa) 16d 16" c.c. along edges m PLE UPR OHTS. ALL H DERS SHALL aE A ROUTE 25 - 2x4 stud ~ OREENPORT, NY 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS 2 - 16d per 2x8 stud AND FLOOR B~NS AS PER N.Y.S. CODE OR ~ NOTED i ~ 8'-0" O.C. ~IN. PROVIDE 2" SP~E FOR AIR Bottom Plate to Floor Joist,Bandjoist. Endjolst or Blocking (Face-nailed) 2 - 16d I per foot ~ ARCHITECT CIRCU~TION IN ROOFS. ; -¢_ ~ ~ .. i~ F~NK UELENDAHL ~ ~25 CEN~L A~. 6. DOUBLE F~ING AROUND ALL OPENINGS ( skylights, ~oj~t.to ~ill~ .Tgp,~late qF ~irder (Toe-nailed) 4 - 8d I per.joist, ~ P.O.~OX ~1~ stairs etc. ) OR AS NOTED ON DRAWINGS. unag~ng to dmst ~/oe-nmleaj 2 - 8d ~ each eno ~ 6REENPORL ~ 119~ ~ocFing ~o Jo;st (%oe-~ilca), ~ , ,, 2 - 8d each end ~ %L: 651-477 8624 7. DOUBLE UP F~IN6 UNDER ALL POSTS AND PA~LLEL u~oc~in~to Sill or Iop¢~a~e ( ~oeTnaima) 5 - 16d ~ each block PARTfflONS OR AS NOTED ON DRAWINGS. ~eCgerbt,rip, to ~eaD (Fo~-naile~),, 5 - 16d each joist ansi on Leager to seam uoe-~nmlea) 5 - 8d per }o~st OWNER 8. ALL FLUSH WOOD CONNECTIONS SHALL BE F~TENED ~and Joist to Joist ((nd-ngil~d), .... ~ - 16d per joist ~ HUGH WALTZER WITH RATED GALVANIZED M~AL CONNECTORS BY uand Joist to Sill or Iop Plate uoe-nailea) 2 - 16d per foot ~ ~ ~DPIPER ~NE ~ECO" OR APPROVED EQUAL. ~, :: ';~ : i, h.~; ~ 6REENPORT, NY 11944 Structural ~onels gd 4~ o.c, ,erlmeter zone BUILDING CODE AS A MINIMUM, ALL 2X6 STUDS ponel, 12" o,c, interior S~[L RECEIVE 5-10D ~I~S AT SILL AND P~TE. Diogonol Boor~ Sheo~;ng °f portal ALL EXTERIOR NAILS SHALL BE GALVANIZED. 1~ x 6 .or 1 x 8* 2 - 8d per suppo~ 10. PL~OOD SH~THING TO BE NAILED WiTH 8 d ¢ 4' 1 x 10 or wider 3 - 8d per suppom o.c. E~ERIOR EDGES AND 6 d ¢ 12" c.c. r; ', ,:,r ,NTER~EDIA,E. Gypsum WallboordI5d I 7' edge/lO' field -~ 11. ALL fNTERIOR AND EXTERIOR FINISHES, F~SHINO AND WATERPROOFING SHALL BE BY ARCHITECT. ,',,': ¥, ;,4 ,5 Structure, Panels 8d 6" edge/12" field 12. ALL ROOF RA~ERS S,~L BE A~ACHED TO THE P~TE Fiberb°ard 7/ 16' 6d 5" edge ~ ~: field AND STUD WITH GALVANIZED HURRICANE ~PE Panels 3' CONNECTORS BY ~ECO" OR APPROVED EQUAL. FOR 25 / 32" 8d edge field TIMBER RILE FOUNDATIONS, PROVIDE HURRICANE e~ge ~ CLIPS AT ALL PERfUmER JOIST TO GIROER I 7. 10" field CONNECTIONS. i Gypsum Wollboord 5d 8d ease A 12~ fie~d 15. ALL PRE-ENGINEERED LU~BER SHALL BE GEORGIA Podicieboord Ponels 8d 6" edge/ 12" field PACIFIC GPI SERIES WOOD-I-B~S AND LVL Diogonol Boord Sheathing PRODUCTS OR EQUAL. ALL JOISTS, GtRDERS AND 1~ x 8~.or 1" x 8* 2 - 8d per suppoH H~DERS SHALL ~VE B~RIN6 STIFFENERS tNSTALLED 1 x 10 or wider 3 - 8d per suppod STIFFENERS SHALL BE REQUIRED AT ALL LO~ AND 'r= ~ =~ ~ [' B~R~NG POINTS AT A NININU~. A SINGLE 1 ~/4' Structural. Panels o,sT S LL R QU,R D AT / PERIMDERS, HANDLING, STOOGE, AND ERECTION OF [ or less 1" 8d 6~ edge~ 1~" field~ ~ATE: 01/18/2011 , greater than 1Od 6 edge 6 ield COMPONENTS SHALL BE AS PER ~NUFACTURERS ' N.T.S. Diagonal Board Sheathing ~ ~ ;CAE: RECO,,ENDATIONS. 1 .xo.or/ xo 2-8d per suppo, :~ Nailing Schedule 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DiA. ~ 1 x 10 or wider 5 - 8d per support ~LVAN~ZED MACHINE BOLTS ~ 12" 0.6.. ' j~ Framing No(es ' .Nailing requirements ore based on wall shea[hlng nailed 6" on-center at the ~nel edqe. If wall sheathina is nailed 3 on-center et the panel edge to obtain higher shear capacities ~ nailing regu~rements ~or structural memSers shall ~ doubled or alternate connectors such as shear plates shah ~ used to maintain the Icad path. DWG. NAUE F MING NOTES Wh.n .0,, ,heathi.. i, contin.o., o,,, oo.n.ct.d m,m .r, the t. ulat, n.m e, of ri.ils sh.,r pe,mtte o be reduced to - ~d nail per foot. BW6. ~a!ter t9 Top P~te ,(,T,o?-noiled) - Wall Height: 10 fi, Spacing 16" O.C. (Table 3.3A) 4 - 8d per rafter ei,ing Joist to ,op mote ~Toe~nailea) , n~/.~ per joist Ceiling doist to Parallel Porter ~Foce-nailed~w,~ each ~ap ~e~Jingjoi~t ~ps ov~; PadiDons.(Face-nailed) nca each. bp uo,ar de ~o ~after,&~ace-nai~ed) per ~,e ~lockkng to Ra~er, UopFqailed/ ,, 2 ~%d each end Klm uoard to ~af[er Lbna-nahea) 2 - 16d each end ~op P]o~e to To~ Plot~ (Face, nailed), ,~ 2 - 16d per foot op P~otes at )mersect[on~ (race-nai~ea) 4 - 16d joint~TBoch side ~tud, to.Stud ([ac%Tnailed) .,., 2 - 16d z* c.c. meoaer ~o meoaer krace-no,eo) lcd 16" c.c. olong edges - 2x4 stud o, ,o,om ,o ,,u,r 2x6 - per 2x8 stud Bottom Plole to Floor Joist,Bandjoist. Endjolst or Blocking (Face-nailed) 2 - 16d per foot ¢~jqt.to ~ill~ .Tgp,~lote ~[ ~irder (foe-noiled) 4 - 8d per.joist, ,aging to dms~ ~/oe-no,eoj 2 - 8d each eno ~ocFing ~o Jo;st k~oe-~il¢o), ~ , ,, 2 - 8d each end u~ocKin~o Sill or ~opcr~a~e ~ ~oeznaimo) ~ - lcd eoch block ~eCger~t,rip, to ~eo~ (Fog~-noile~),, 5 - 16d each ~oist dms~ on Leoger ~o seam uoe-~nmleO) 5 - 8d per }o~st ~ond Joist to Joist k~nd-ngil~d), .... ~ - 16d per joist uond Joist to Sill or ~op Plate uoe-naimo) 2 - 16d per foot Structural Panels 8d 4" o.c. cerlmeter zone other 6 o.c. edges of ponel. 12" o.c. interior of portal Diogonol Boor~ Sheo~ing lex 6,orl x8" 2- 8d persuppo~ 1 x 10 or wider ~ - 8d per support Structurof Pone~s 8d 6" edge / 12" field Fiberboard Panels 7 / 16" 6d 3" / 25 / 32' 8d 3' edge7 6' field edge ~" field 7' e~ge ~ 10' field Gypsum Wallboard 5d 6' 8d eage A 12' fieM PoHic~eboord Panels 8d 6" edge / 12' field Diagonal Board Sheathing 1~ x 8'~or 1" x 8' 2 - 8d per suppoH 1 x 10 oF wider 3 - 8d per suppo~ S~ruc~ural Panels 1~ or less 8d 6~ edge J 1~~ Deld grealer ~hon 1' lOd 6 edge7 6 ieJd Diagonal Board Sheathing , x o,or / x o 2 - 8d per suppo~ 1 x 10 or w$der ~ - 8d per support .Nailing requ~remen[s ore based on wall sheathing nailed 6' on-cenJer a[ Ihe ~nel edqe. If ~a~l shea[hino ?s nailed 3 on-ce,~eF o[ the panel edge ~o obJain higher shear capocRies ~ ,oiling re~u~reme,ts Tar s~ruc[ural members sha~l N doubled or aRemaJe connectors such as shear p$a~es shah N used Ia mainJa]n the ~oad path. When ~alI sheaJh~n~ is co,[inuous over connec[ed members ~he tobula[ed number of nails shall be perm l~ed o be reduced ~o - ~d nail per fool