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33295-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPA~RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33269 I~ate: 09/15/08 THIS CERTIFIES that the building NEW DWELLING Location of Property: 14216 OREGON RD (HOUSE NO.) (STREET) County Tax Map No. 473889 Section 72 Block 2 Subdivision Filed Map No. Lot No. CUTCHOGUE Lot 5 (HAMLET) conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 27, 2007 pursuant to which Building Permit No. 33295-Z dated AUGUST 6, 2007 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 A NEW SINGLE FAMILY DWELLING PER PLANNING BOARD WITH GARAGE UNDER, COVERED PORCH & 2ND FLOOR BALCONIES AS APPLIED FOR. · ~ne certificate is issued to DANIEL & LORI HUME (OWNER) of the aforesaid building. S~FOLK C~DI~TY DEPART~E~FT OF H~LTH ~PPRO%KAL R10-05-0004 09/05/08 E~.RC'FRIC3%L C~KTIFICATH NO. 3054936 08/12/08 PLL~BERS C~KTIFICATION DA'i~U 08/18/08 CHARLES SANDERS PLUMBING ~zed~ Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN H.a~L L 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. ApproxYal o f electrical installation} from Board of Fire Underwriters. 4. Sworn statement from plumber d.ertifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commemial building, industriaf building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 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 ngtural or topograpkic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, Oie Building Inspector shall state the reasons therefor in writing to the applicaai. C. Fees 1. ~erti~ate of ~ccupancy ~ New dw9~ing $25.~ Additi~ns t~ dwe~ing $25.~ A~terati~ns t~ dw.e~ing $25.~' Swimming POol $25.00, Accessory building $25.00, Additions to accessory building $25.09, Businesses $50.00. 2. ' Certificate of Occupancy or; Pre-existing Building - $100.00 3. Photocopy of Certificate of Occupancy- $ 0.25 4. Updated Certificat6ofOccupanoy- $50.00 5. Temporary Certificate of Occupa~n6y - Residential $15.00, Commercial $I5.00 New Construction: K Old or Pre-existing Building: (check one) Locationofproperty: ~qo3,,]{..*' Oigx~(o'Otd ?x~ , ~OoqaL~obl3 , [!,.j.t~ House No. Street Hamlet Owner or Owners ~f P;¥erty: )/q k.h ~t~ ~r ~-O (LI Suffolk CountyTax MapNo 1000, Section 0"'} oq~ Block OOO ~, Lot Subdivision C)~¢C"~0~) L~o~O,~5 ? FiledMap. II),% Lot: PermitNo. 3g&q'5 2. DateofPermit._ ?-(.a- ~)~ _Applican{: ' 0n,&c Health Dept. Appro:cal: Plann/ng Board Approval: Request for: Temporary Certificate Feb Submitted: $ Final Certificate: (check one) FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33295 Z Date AUGUST 6, 2007 Permission is hereby granted to: DANIEL HUME 14216 OREGON RD CUTCHOGUE,NY 11935 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING PER PLANNING BOARD, WITH GARAGE UNDER, COVERED PORCH & 2ND FL. BALCONIES AS APPLIED FOR at premises located at 14216 OREGON RD CUTCHOGUE County Tax Map No. 473889 Section 072 Block 0002 Lot No. 005 pursuant to application dated JUNE 27, 2007 and approved by the Building Inspector to ex~pire on FEBRUARY 6, 2009. Fee $ 3,795.20 Authorized Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined Approved Disapproved a/¢ Expiration r~/0 ,20~77 ! PERMIT NO,; BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? :fj. ,.. ,) Board of Health 4 sets of Building Plans ~ planning Board approval Survey Check Septic Perm N.Y.$.D.F~.C. Trustees Contact:~ ', , -' ',~ . Building In'~p~ctor ~.. .. ~;A~uIPLICATION FOR BUILDING PERMIT Date I~/''~' ,2 ·, i .: ".. : INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitt.ed to the .Building Inspector with 4 sets of plans, accurate plot plan to~scal~.'Fe~ according to schedtile. · b. Plot plan showing locatio¢ of lot.and of.buildings on promises, 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 Pem~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 shalI be occupied or used in whole or in part for any puipose what so ever until the Building Inspector issues a Certificate 6f Occupancy. f. Every building permit shall expire if the d/ork authorized has not commenced within 12 months after the date of issuance or hai not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been., enacted in the interim, the Building Inspector may authorize, in ,writing~ the extension of the permit for an a"d~lllO'n ~lx.montlm! l~hereafier, a new penmt shall be reqmred. ,... '-' :".S/a~aLIC- ATiDN IS HERE~¥,'MI~Iti'to t~'.lgu~di~g Department for the issuance 9l~¢,~it~dittgPermit 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 ofapphcant or name, ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee, age~,..~gineer, general contractor, electrician, plumber or builder Narne of owner of premises "'~AI~ I~'L. J~ll4e {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. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be,done:/ House Number Street County Tax Map No. 1000 Section Subdivision ~9~-~Z~:~.J [~t,4~ (Name) Hamlet Block ~' Lot ~ Filed Map No. Lot 2. State existing use and occupancy of prqmises anc~ intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy~. 3. Nature of work (check Which applicable): New Building Demolition Repair Removal 4. Estimated Cost t~> -J~garage, nu~qr, of,mm Addition Alteration Other Work Fcc (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. I~siness, commercial or mixed occupancy, specify nature and extent of each type of use. 7. ~l~imensions of existing structures, if any: Front }4 ~-- · Rear. I-~ight. Number of Stories Dim~q~sions of same structure with alterations or additions: Front . ,Depth .-,, Height Number of Stories 8. -Dimensions of erltire new construction: Front ~ ~ Rear ~:) Height "~--J Number of Stories 9. Size oflot: Front /~.~7'Z~ Rear /~-.~L- Depth ] 0. Date of Purchase tV a(a? Name of Former Owner ~/~,'r~ Rear .Depth 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ~ 13. Will lot be re-graded? YES / NO__Will excess fill be remove~ fi.om premises? YES NO 14. Names of Owner of premises ~1 lJO~ ~' Address Phone No. ~t~- Name of Architect ~;.~ Xddress~O~ ~T/ ...~hone No 7~.'l- Name of Contractor Address Phone No. 15 a. Is this property within 100 feet ora tidal wetland or a fi'eshwater wetland? *YES ~'/NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property withi.%300'.feet of a,tidaJ, wetland? * YES NO * IF YES, D.E.C. pERMifg ~L~Y BE"lb, E~jiRED. 16.-Provide gur~ey, t~sC'~?.~ith acetate l'oun&a~ion plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) COUNTY 0~. ~S: · '"',' - · :,', ':-"' · bemg ~my s'arom, deposes arid' say's that (s)hc is the applicant (Name of individual signing contract) above named, (S)He is the (Contracto~f/~gen~Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworqto ~efore me ~,. · Notary Public ~ Signature of AppliCant , ~ 'BARBARA ANN RUDDER ' ' " · .NoteryPubilo, Stateof NewYork "-, i * ;..x,'~.. ,~J ..,'" . No. 4855805 Qualified in Suffolk Count~ Commission Expires April Albert ~, K, rupski, President · J'ames I~ng, Vice-President Artie Foster Ken Poliw~a Peg~ A. Dickerson 5309~ ~oute 2~ P,O. Box I179 $outhold, New York 11§?1-0959 Telephone (631) 765.189i? Fax (631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 26, 2004 Mr. Jeffrey Butler P.O. Box 634 Shoreham, NY 11786 RE: MANZI HOMES PROPOSED MINOR SUBDIVISON OF OREGON LANDING SCTM~3-2-g.I Dear Mr. Butler: The Southold Town Board of Trustees reviewed the site plan prepared by William Ludwig Jaeger II last dated June 6,.2004 and determined the proposed dwellings and swimming pools to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions 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. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. However, any activity within 100' of a Wetland line or seaward of the Coastal Erosion Hazard Area would require permits from this office This determination is not a determination from any other agency. you have any further questions, please do not hesitate to call. Sincerely, e J, rupsk~, Jr., President Board of Trustees AJK:lms ON .~.~.L ¢ n~.la nd $oJnd , CSF ,~3.J ? HOFiI2~D ~,CTIvl]~: 25, 79 ;]::ro prope~y ~r~(o fo,.ir lots ~he p~jffioi~ 0f ~he 8nti~e prop~y ~bov~ ~he l/ne ma~ko~, ~. . J~'e J of t~¢ ¢~eted "top of bluff' do m:t require a NY,SOEC D~ m New York State De a -p rtment of Environmenta! Conservation NOTI'CE The Department of Envii'onmentai Conservation (DEC) has .,ssu,.d permit(s) pursuant to the Environrr~ental Conservation Law for work being conducted at this site, For further in .'" , , formado~ regarding the nature and extent of work approved and any Departmental conditions on it, contact the Regfonal Permit Administrator listed below. Pie~se refer to the permit number shown wi~en contacting the DEC. NOTE: ,~h!s r~o~.ic~, is NOT a per~J! TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: DATE ~'"/0o 0 g TOWN OF SO ILDING 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 REMARK~S: ~ ~c~-~.~.~~-- DATE ~"-I ~- o ~' INSPECTOR -/'~-~' ~ .... TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ~/FOUNDATION 2ND [ [ ]FRAMING / STRAPPING [ [ ]FIREPLACE & CHIMNEY [ [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMAR~ INSPECTOR ~ -~~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] RRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ) FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESL~TANT CONSTRUC1]ON ROUGH PLBG. ~/INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] fiRE RESISTANT FENETRATION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION INSPECTION ,~ ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: DATE. INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~)~ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING []FIREPLACE&CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE 765-1802 ,~...'~_'~'-~'-~o }~"- INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY ~/4~/ROUGH PLBG. INSULATION FINAL FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS:_ /~'~~ ~ ~ DATE INSPECTOR./'~eo' ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST ~ROUGH PLBG. ~_~' - FOUNDATION 2ND [ ] INSULATION ~STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT ,C~IS'[RUCTION [ ] FIRE RESIST .~A~T, PEk,-i.ATION REMARKS: ~~-~ ~~/~*~,~ INSPECTOR ~~ FllgLD INSPECTION REPORT I DATE FOU~ATION (1ST) FO~DATIOS PL~G STATE ENERGY CODE BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by AFTON ELECTRICAL CENT, INC 2 BENTNOR STREET MASTIC, NY 11950, ROCKHALL DEVELOPMENT CORP. PO BOX 702 ROCKY PT., NY 11778 Located at 14216 OREGON RD. CUTCHOGUE, NY 11935 Application Number: 3054936 Section: 72 Block: 2 Lot: 5 Certificate Number: 3084936 Building Permit: 33295Z BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the t2th Day of .August, 2egg. Name OTY Rate Alarm and emergency equipment Sensor 2 0 Appliances and Accessories Dish Washer I 0 Exhaust Fan 8 0 Furnace I 0 Service Service Disconnect: 0 ServicelPhase3w Service Rating400Amperes Wiring And Devices Fixture 3 0 Fixture 11 0 Fixture 140 0 Outlet 153 0 Outlet 157 0 Paddle Fan 10 0 Receptacle 2 0 Receptacle 22 0 Continued on Next Page 1 of 2 Rating 0 1.2 2OO Circuits Twe Carbon Monoxide KW F.H.P Oil High Intensi~y Fluorescent incandescent Fixture Gen, Purpose 20a-laundry Appliance GFCI seal This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD Of FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by AFTON ELECTRICAL CONT, INC ROCKHALL DEVELOPMENT CORP. 2 BENTNOR STREET PO BOX 702 MASTIC, NY 11950, ROCKY PT., NY 11778 Located at 14216 OREGON RD. CUTCHOGUE, NY 11935 Application Number: 3054936 Certificate Number: 3054936 Section: 72 Block: 2 Lot: 5 Building Permit: 33295Z BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the t2th Day of August, 2008. N~m~ OTY Rathe Rat/rig Circui~ Tv~e Receptacle 79 0 Gen. Purpose Switch 113 0 Gen, Purpose seal 2 o£ 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. ir~J~ ~ ~ ~ ~ ~i~J ~r~ ~rd~[~ ~E~ ~E~J~ra~r~r~rJ~£J~rJ~rJ~rJ~rJ~r~rJ~rJ~rJ~r~r~rJ~rJ~rJ~rJ~r~~~~~ F~x (63I) '765-9502 Tc;ephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF 8OUTHOLD CERTIFICATION Building Permit No 332-0/6'-2- (Please print) Plumber ~__~.~L¥'ld~r~ FI~ ~ ~ ~ ~. (Ple~e prim) I certify' that thc solder used in the water supply system contains less thaJ~ 2/I0 of 1% [cad S'*'* oln to before me this [ ? ~- J"] (Plumbere Signature) CARYN 8. ALFANO NOTARy PUBLIC.STATE OF NEW YORK 01AL503t013 SUFFOLK COUNTY CARYN S. ALFANO NOTARy PUBLIC-STAT~ OF NEW YORE 01A!.5051013 SUFFOLK COUNTY COMMISSION EXPIRES JULY 25, 20 ) O REScheck Software Version 4.0.1 Compliance Certificate Project Title: HUME RESIDENCE Report Date: 07~24~07 Data filename: C:\Program Files\Check\REScheck\HUME.rck Energy Code: New York State Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 6% Heating Degree Days: 5750 Construction Site: Owner/Agent: SOUTHOLD, NY DANAND LORI HUME Designer/Contractor: CHARLES THOMAS CHARLES THOMAS RA 206 LINCOLN ST RIVERHEAD, NY 11901 631 727 7993 Ceiling 1: Flat Ceiling or Scissor Truss: Ceiling 2: Cathedral Ceiling (no attic): Wall 1: Wood Frame, 16" o.c.: Window 1: Wood Frame:Double Pane with Low-E: Door 1: Solid: Wall 2: Wood Frame, 16" o.c.: Floor 1: Ail-Wood Joist/Truss:Over Unconditioned Space: Furnace 1: Forced Hot Air: 82 AFUE Air Conditioner 1: Electdc Central Air: 13 SEER 3900 38.0 0.0 117 150 38.0 0.0 4 5130 19.0 0.0 267 475 0.320 152 210 0.200 42 2730 19.0 0.0 164 4026 19.0 0.0 189 The proposed building represented in this document is consistent with the buil)J~lans, spe~cations, and other celculations submitted with this permit applicetion. The proposed systems have been designed to n~et th~ New Yo~k~tate Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped ed this e, they are attesting t t to the best of his/her knowledge, pelief, and prefessional judgment such plans o~r ~Pec~.,~r~l~n~l;)~nce with this c~lge7a Name - Title ~..._Sjg~a~ r~- - Date HUME RESIDENCE Page I of 4 REScheck Software Version 4.0.1 Inspection Checklist Date: 07/24/07 Ceilings: [] Ceiling 1: Flat Ceiling or Scissor Tress, R-38.0 cavity insulation Comments: [] Ceiling 2: Cathedral Ceiling (no attic), R-38.0 cavity insulation Comments: Above-Grade Walls: Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Wall 2: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Windows: [] Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? __ Yes Comments: No Doors: [] Door 1: Solid, U-factor: 0.200 Comments: Floors: [] Floor 1: All-Wood Joist/Truss:Over Unconditioned Space1 R-I 9.0 cavity insulation Comments: Heating and Cooling Equipment: [] Furnace 1: Forced Hot Air: 82 AFUE or higher Make and Model Number: [] Air Conditioner 1: Electdc Central Air: 13 SEER or higher Make and Model Number: Air Leakage: [] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. [] Recessed lights ara 1) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-lC rated, fixtures are installed with a 3" clearance from insulation, Vapor Retarder: [] installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: Materials and equipment are installed in accordance with the manufacturer's installation instructions. [] Materials and equipment are identified so that compliance can be determined. [] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. [] Insulation R-values, glazing U-factom, and heating equipment efficiency are clearly marked on the building plans or specifications. HUME RESIDENCE Page 2 of 4 [] Insulation is installed according to manufacturefs instructions, in substantial contact with the sudace being insulated, and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Supply ducts in unconditioned attics or outside the building are insulated to R-8. [] Return ducts in unconditioned attics or outside the building are insulated to R-4. Supply ducts in unconditioned spaces ara insulated to 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 (adhesives), mastic-p~us-embedded-fabfic, or tapes. Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and locking-type 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: [] Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [] Separate electhc meters exist for each dwelling unit. Fireplaces: [] Firaplaces are installed with tight fitting non-combustible firaplace doom. [] Fireplaces have a source of combustion air, as raquired by the Firaplace 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: [] Water heaters with vertical pipe risers 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. ~1 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 peols have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable sources. Pool 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. HUME RESIDENCE Page 3 of 4 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5" to 2,0" Over 2" 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 Piping System Types Insulation Thickness in Inches by Pipe Sizes Fluid Temp, Range(OF) 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 Brine Below 40 1,0 1.0 1.5 1.5 NOTES TO FIELD: (Suilding Department Use Only) Page 4 of 4 HUME RESIDENCE Erosion, Sedimentation and Storm-water Run-off Control Plan ASSESSMENT FORM Yes No EXEMPTIONS: A. Does this project meet the minimum standards for classificahon as an Agricultural Project. Note: If you answered Yes to any of the above, a Storm-water, Grading, Drainage & Erosion Control Plan is not required. ACTIONS REQUIRING THE SUBMISSION OF A STORM~WATER~ GRADING~ DRAINAGE & EROSION CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (A Check Mark (,/) for each question is required for complete application) Will this project retain all Storm-Water Run-off generated on Site? (This will include all run-off created by site clearing and/or cotistruction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) Will this project require any land filling, grading or excavation where there is a change to the natural existing grade involving more than 200 cubic yards of material within any parcel? Will this application require land disturbing activities encompassing an area of five thousand (5,000) square feet of ground surface or more? Is there a Natural Water course running through the site or is this project within One hundred (100) feet of wetlands or a beach? Yes No Will there be site preparation on slopes which exceed fifteen (15) feet of vertical rise to One hundred (100) feet of horizontal distance? Will driveways, parking areas or other impervious surfaces direct Storm-Water Run-off into and/or in the direction of a Town Right-of-Way? 7. Will this application require the placement of material, removal of vegetation and/or the construction of any item within the Town Right-of-Way or road shoulder area? {'l'hie item does not include the installation of driveway aprons.) 8. Will there be site preparation within the one hundred (100) year floodplain of any watercourse? ~'~ Note: if any answer to questions ~ne through eight is answered with a check mark in the Box, a Storm-water, Grading, Drainage & Erosion Control Plan is required and must be submitted for review prior to issuance of any building permit. STATE OF NEW YORK, COUNTY OF ........................................... ss ........ ........... being duly swom, eposes and says tha, he,sheistheappliGan,,or e t, (Name of individual si~in~ment) __~~ (Owner, Con~actor~o~orale Officer, etc.) Omer ancot representative of~e O~er or Omer's, and is ~ author~ed to peffo~ or have perfo~ed ~e said work and to ~ke ~d file ~is application; that all statements contained in t~s application are ~e to ~e best offs ~owledge and belier; and that the work sill be performed in the manner set forth in the application filed herewith. CHARLES M. THOMAS, F~.A. PD Box ,IAME~.~PDRT, NY 1 1 --FAx f63 ~ ~ Town of Southold Building Department August 1, 2008 Re: Permit Application #33295Z Inspection notice dated August 18, 2008 Angie Reese IK'XL ~ ~x~.~J-j~.~ Dear Inspector George Gillen, This letter shall certify that, as inspected, the strapping, framing and insulation at the above referenced property, is installed in full compliance with the Town of Southold approved building plans and specifications. Please call the office with any questions or concerns at (631) 727- Sincerely, Charles M. Thomas, R.A. CHARLES M. THOMAS, R.A. PO BOX 877 ~ !~ ~ [.~ ~] ~? [~ "'IAMESPDRT, NY 1 '1 947 (631) 727-7993 TOWN OF S ' THOLD I J~ly 24, 2007 Building Department Town of Southold 53905 Main Road P. O. Box 1179 Southold, New York 11971 Re: Hume Residence (new residence) This letter shall serve to certify that I have calculated the average grade line around the perimeter of the proposed residence and have determined that the max height to the average height of the roof is 32.5' (less then the 35' allowable) and that the cellar slab is 4' below the average grade for more than 50% of its area, therefore not establishing the ~ as a story Please call the office with any questions or concerns at (631) 727-7! Thank you. Sincerel' Charles Albert J, Krupski, President James King, Vice-President Artie Foster Ken Poliwode Peggy A. Dickerson Town Hall 53095 Route 25 P,O, Box 1179 $ou~hold, New York 11971-095S Telephone (631) 765-1892 Fax (631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 26, 2004 Mr. Jeffrey Butler P.O. Box 634 Shoreham, NY 117'86 RE: MANZI HOMES PROPOSED MINOR SUBDIVISON OF OREGON LANDING SCTM#,83-2-9.1 Dear Mr. Butler: The Southold Town Board of Trustees reviewed the site plan prepared by William Ludwig Jaeger II last dated June 6,2004 and determined the proposed dwellings end swimming pools to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, bw'rier, or hay bale berm. However, any activity within 100' of a Wetland line or seaward of the Coastal Erosion Hazard Area would require permits from this office This determination is not a determination from any other agency, 'g4, ud~at&~vd, ~,~/~drr Rh/~ Nv '~ .......... ~ .......~on~=~ r 11T77 DESCFHF'TON OF ,5,~J'TH(}~ 2E[) ACTI'VI~, b~uff" oq *he sJ:v'ey ore~ar~d k:y W~i~i~rr~ Ldd,¢4g J~et;~.r [1 L.$ test reVrse~ ~14.12002 is beF~ ~he juri~dic;tlon ot top Of bluff do not require a NY,SOEC DeFmil (5~ 473~lUOu / General C~ndltion~ s~clfied t~ee ~ e 2 & If you have any further questions, please do not hesitate to call. Sincerely, e J. Krupsk~, Jr., President Board of Trustees AJK:lms Oreqon Landinq I - Pa,qe Four- 5/10/05 b. Replace all reference to "lots" with "pamer'? c. The distances as specified in Schedule C Metes and Bounds Description for the Cross Easement are not consistent with the plat, amend. d. Although the maintenance costs are pro-rated between the four parcels, no entity has been identified who is responsible for collection''~ or managing any maintenance activities. Please designate the responsible entity. 10. Please provide the amended Covenant and Restriction and Cross Easements as separate documents, The map language and document ~'' language must coincide. 11. Ail lot lines must be shown as solid lines on the map. ~--'?As discussed, the tree clearing and stair construction will require a Tidal Wetland Permit from the New York State Department of Environmental Conservation and permit from the Town of Southold Town Trustees. Note that it is your responsibility to secure all necessary jurisdictional permits. The Town of Southold Trustees is requiring a permit for any activity (tree clearing) seaward of the Coastal Erosion Hazard Line. The New York State Department of Environmental Protection also may require a permit for the supplemental planting of the bluff and proposed clearing. Obtain all necessary permits prior to commencing outlined activities. Please submit 5 mylar and 8 paper plats with the Suffolk County Department of Health approval stamp, You may contact this office if you have any questions regarding the above. Very truly yours, Chairperson cc: Melissa Spiro, Land Preservation Coordinator JOSHUA Y. HORTON SUPERVISOR TOWN HALL - 53095 MAIN ROAD Fmx (516)- 765 -1366 JAMES A. RICHTER, ENGINEER TOWN OF SOUTHOLD, NEW YORK I 1971 T¢1.(516)-765-I560 OFFICE OF THE ENGINEER TOWN OP SOU'I'HOLD Jerilyn B. Woodhouse Chairperson - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 April 28, 2005 Re: Oregon Landing I - Conservation Subdivision Oregon Road, Cutchogue SCTM #: 1000-83-09-2.1 Dear Mm. Woodhouse: As per a request from your office, I have reviewed the Final Ma~)Sire'plan and the proposed Bond Estimate, dated 3/22J05,that have been submitted by the applicant for the above referenced project. I have also reviewed the Street and Drainage Prdfile map Dated August, 2004, The enclosed documents were prepared by the office of Hawkins, Webb, Jaeger Associate, and P.C. and have been certified by Jeffery T. Butler, PE. Please consider the following: Section A-108-15 of the Highway Specifications allows for a sixteen (16') foot wide read pavement section and a minimum right-of-way width of fifty (50') feet when the overall site is developed with a density of five acres or more for a minimum of five lots created. This site plan indicates a five-lot subdivision with a twenty-five (25') foot wide right-of-way. Since this road will actually service only four building lots and one open farm lot, this is considered satisfactory. (Please note that the Town Board is currently considering a code modification that would also allow the Planning Board to accept a 25 foot wide ROW with more than 4 lots when conservation subdivision requirements are met.) Section A-108-I 1 cf the highway specifications requires a 100' x 100' turnaround area at fhe end of roads that service five or more lots. The road in this five-lot subdivision will actually serve only four building lots and one (17 Acre) fan~ lot. Therefore, the circular Right-of-Way proposed and the "Tee" shaped section of road shown at the terminus will be considered satisfactory. The pavement detail and road section shown on the map indicate conflicting construction specifications. The approved pavement specification indicated by drawing 15-3 of the highway spec. is 2.5' of Base Course Asphalt on 4" RCA or Blue Stone Blend over a compacted sub- grade. This item should be modified. Street Trees have been indicated on the map. There is approximately 2,018 L.F. of road proposed for construction. Trees on each side of the road, using a 40' spacing, would require 101 Trees. This item quantity will be indicated in the revised bond estimate. Due to the nature of the subdivision design cdteria for conservation subdivisions, it is recommended that the Planning Board should determine if the landscaping, as proposed, is satisfactory. Page 1 of 2 Jedlyn B. Woodhouse Re: Oregon Landing I - Conservation Subdivision SCTM #: 1000-83-09-2.1 April 28, 2005 Page 2 of 2 Will the Planning Board require Street Lights? I have included this item on the Bond Estimate. If the Planning Board does not require Street Lights the enclosed estimate should be revised accordingly. 6. Drainage calculations have been provided and the drainage design, as proposed, meets the minimum requirements of the Town Code. Catch basin # 1has been indicated with an elevation of 63.75, The existing centedine of Oregon Road is noted as elevation 63.50. This catch basin should be lowered or the road & shoulder profile between the basin and the Town road should be elevated with a vertical curve to prevent runoff generated by the development from entering Oregon Road. I have modified the Bond Estimate submitted bythe developer and have enclosed a copyfor your use. In addition, please note that the proposed disturbance resulting from construction activities and grading of this site will be greater than one (1) acre in area. [This would include the new roadway and drainage areas as well as the proposed individual building envelopes.] This project will require coverage from NYS Depa~ment of Environmental Protection (DEC) under the Phase II State Pollutant Discharge Elimination System (SPDES) Program. The Developer must obtain coverage under the General Permit for Storm-water Runoff from Construction Activity (GP-02~01) pdor to the initiation of construction activities. If you have any questions regarding this review, please contact my office. ENC: CC: pllter Harris, ~/~mes A. Richter, R.A. Superintendent of Highways CUTCHOGUE FIRE DISTRICT 75 Years of Service 260 New Suffolk Road~ Cutchogue, NY 11935 Telephone (631) 734~6907 · Fax (631) 734-7079 E-mail: cut fd@optonllne.net March 15, 2005 Southold Town Planning Board Mr. Mark Terry PO Box 1179 Southold, NY 11971 Reft Oregon Landing & Bridge Lane SCTM 1000-83-2-9.1 Dear Mr. Terry, Thank you for your requesi for recommendations on fire service needs for the above properties. The board has reviewed the site plan and recommends the placement of two Electric fire wells as follows and returning the drawing indicating same. l-well on the comer of Oregon Rd and property right of way 1-well on the comer of north end of the right of way and the E/W right of way. The wells should meet our specifications and requirement that you have on file. In the event that water mains are installed and connected by Suffolk County Water Authority we would request 500 g.p.~, hydrants in place of the wells. Should there be further questions, please feel free to contact the board of fire commissioners at any time. Cc: Chief Fogat~y Very truly yours, Board of Fire Commissioners Matthew J~ District Secretary - ~ .~. ,,, ') ~ __ ~ . -~._',-;,-)'/o~ ws'--- " ,~.-~. ~,'-. · _., y,~tr.-~' -, .... \ , xl- )- .. -.-,,,, ~ ~ ~ VACANT ~oo' ~ " x VACANT ~ ~.' ~..~" A..x ~ ~Z ' ~ ~ VACANT / ~ ' SITE PLAN / k LOT mi ~/~ LIHIT OF C, LEARIN¢---~ IO'¢'X,~' [PEEP TOTAL AREA DOES NOT INCLUDE AREA SEA.14AP-.IP OF THE APPARENT HIGH HATER HARK. SITE F%AN PROPOSED RE-VE®ITATEP ~ AREA ~NPERSTO~¥ TO BE LO~EY, JSH BLUEBERrY, INK ~/O~ ?'""- // (GHAMAEC"¢PARIE~ / THY'OIPES) 4 PLC, S. I .50 22 O .50 IOO 1.50 ~F2,APH lC, SC, ALE 200 2~0 I" = ~O'O" LOT #~ IO'eX~2' PEEP PRY' k',I/OPEN ~I;2~kTE IO'4¢X6' DEEP DRY ~IELL RED OAK~ 4 PLC$. SITE PLAN BASEIP ON O~I¢INAL SURVEY E~"r': HAP4KINS, ~EE~E~, JAE®ER ASSOCIATES, P.C,. PORT JEFFERSON, NY [PATE[P~ JUNE 2002 NOTE, ALL ROOF RUNOFF TO BE PIPEO DIRECTLY' INTO LEAC.,HIN~ POOLS PR.AINA®E C.,ALCULATIONS BA~IEP ON A 2" RAINFALL (JUNIPERU5 VIR®INIANA) / 4 PLCS. ,.~.~~ '~ SITE LOCATION "%1~ SCALE 1"=250' ~=20.00 ~ ............. .~ ~=a=~wu. SETBACKS FROM BLUFF SHOWN 05/06/2008 PROJECT: PROJECT NO, 02-0241 FILE NO. S~PTIC 7/24/2008 PARCEL 2 DRAWN BY: PAD [ CKD. BY: MC M/O OREGON LANDING REVISED: FLOOD HAZARD LINE 3/12/2008 PROPOSED POOL INDICATED 4/11/2008 PHONE (681) 782-7777, FACSlMILE(68t)78~f760 FILED MAP~11290 FILED 7/25/2005 ESTAB. 1872 FOUNDATION LOCATION 9/20/2007 SI~ATE AT: CUTCHOGUE, N,Y. S.C. TAX MAP NO. 1000-72-2-5 ..f S09 ¢ ~,~. e.c.Z.o P:z SITE LOCATION M SCALE 1"=250' AP /o0 S .~ ~ ~ ~T~ CONCRETE FOUNDATION ST ~..-1707.35%., ST STK ST/ P.=20.O0 L=;~2.,~'~' :ROJECT: ' NO, 02-024,1 FILE NO. DATE: OCTOBER 2007 SCALE: 1"=40' FOUNDATION LOCATION D BY: PARCEL 2 DRAWN BY: RAD I CKD. BY: MC M/O OREGON LANDING REVISED: FILED MAP#11290 FILED 7/25/2005 FOUNDATION LOCATION 9/20/2007 S.C. TAX MAP NO, SITUATE AT: CUTCHOGUE, N.Y. 1000-83-2-9.1 ESTAB. / 1872 HAWKINS WEBB JAEGER PLLC ENGiNEERS-ARCHITECTS-SURVEYORS-PLANNERS 3239 ROUTE 112, BUILDING 8 - SUITE 1, MEDFORD, NEW YORK 11763 PHONE (631) 732-7777, FACSIMILE (631) 732-7760 _ ~ NEED ~ TESTfN~ BEFORE COVERIN~ T P~F~RE % ~- ~ SUPPLYSY~'IEMCA¥,,'~T ~ EXCEED~100FI%LEAD DO NOT PROCEED W~TH FRAMING, UNTIL SURVEY ~ COMPLY WITH ALL CODES OF NEW YO~K STATE & TOWN COOES TONE ~ ~ ~~~ -- ~ ~D TOWN TRUSTEES ~~ ' RETAIN STORM WATF" m'f"Oc~ ~ PURSUA~ TO,SECT ON % OCCUPANCY OR OF THE TOWN CODE. : U~E,IS UNLAWFUL WITHOUT CERTIFICATE ~ pr~':',"~',,~ A'; NOTED OF OCCUPANCY ~,Te:~;~)~;/ ~,,,,~;~ ~s$11 ~ ~ F.~ 1. FOUHDATION - TWO REQUIRED ~ ~ ~ ~ ~B~CO~PL~T~ORC,O. ~ ~ ~ ~ ALL CONSTRUCT,ON SHALL MEET ~ ~ ~ ?au~aeMeNTs OFTHe cODesOFnew I EN~E RES~CE 5HALL BE EGUI~D~FTH A ~51D~TIAL FlEE 5PRIN~ER 5TST~ (1~ R), PER C~dE O~THE STATE OF ~H fORK ___ ___ u ' ., ..--:.. '" ' ' "" ": ": ' -' "~ OP-.EAT t~IT ROOM FIP-.ST FLOOP-. PLAN SCALE: I/4" I'-0" 2 ~5 AL d,~ )N'Y' BALGON'J' DA 50N¥ HASTER OEOROOH ~OPEN TO BELOH /' \ / / / / / E~ATH OLOEET , 4'-oi~" IN.I. UPPE~ BAL,;ONT ~ ~ ~o~ ? 0 \ \ \ \ \ \ / ~ / ',, / ", / % / h / I/ /¥ / / / / / \ \ \ \ \ \ \ \ \ ~ ~?o SECOND FLOOR PLAN SC, ALE~ I/4" = ILO'' THESE DRAHIN¢5 AND ACCOMPAN¥1N8 SPECIFICATIONS, A5 INGF~MENT5 OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF PdE ARCHITECT AND THEIR UGE AND ~DLI6ATION 9HALL BE RESTRICTED TO THE ORI¢INAL 51TE FOR HHICH THEY MERE PREPARED RBJGE, REPRODUCTION OR ~[~LIGATION BY ANY METHOD, IN HHOLE OR IN PART, 15 PROHIBITt:O EXCEPT DY HRITT~N PERMISGI©N PROM THE ARCHll~CT. TITLE PO THESE PLAN5 '6HALL P~:PIAIN HITH THE ARGHITE6T,VISOAL 60NPAOT HITH THEM ~NALL 60~5T1~ PRIMA PA61~ E¥10~HCE OP AC6EPPAN6E OF THE~E RE~TRIOTIONS. ////i / / / / O ROOF PLAN SCALE: NTS A T T I ,,C, ,, P L A N SCALE: I/4II : I-O 4 4" F HELL 1~ j FO~ 14" ~TEP C,O~'N x ~-0 __ (92: C~ CONCRETE FOOTIN~ ¢ 2'-0" (~)- 14" ~)- 14" J J KITOHEN I~N~ LEAST ~'-0" ON ALL __HIO~LAH ~IRDER L , _ J FLOOR. J LI_J OVER * MIL. POL*THLE~ L _ ~ L _ J L ~T~ w~ II 14" ~0 SEI~IIE¢ TJJ JOIST %,% j 6.42MPA/21'EO PO~OLI~ FILL I ~_~ ~T~__F' I -- q I w '2X~ ~TL. BM. ---- ~ ii ,: %% _ ~¢" ~. _ ...... ~% ...... ~u~' ~ ............................... OF P.O. HALL Iq'-2" [4"-I0" 28L0II 11'-4" [ql-O~' PLAN ID:ETA IL 4 SCA,LE, NTS O FOUNE) ATION SCALfE~ I/4-" = I'-O" NO =~L_EF__T_ o~llPE ELEVATION iTiiiiiiiiiiiiii'l ]iiiiiiiiii - t I I ~ I- tl ~^[ET ~2' ~- = ,, ,,IIi I 2' X 14" RI~E BEAM z ~ C~OSS SEGTION I ~ I 14" HIGROLAH RIDeE COLUMN I I ~ FOOTINO TOP BOTTOM PLATE RAFTERS AND CDLIN® JOISTS OR APPROVED ROOF TRUSS SECOND STORY JOIST BE CUT OR FLOOR JOIST- BETHEEN THESE LIMITS SEE DRILLIN~ AND NOTCHIN® PROViSiONS HFCM SECTION ~.D.I.I,I I/D SPAN JOIST OR BLOCKIN® iix FoR BLOCKIN® I bAND BRID®IN® SEE HFCM SECTION TOP PLATE- DRILLIN® AND NOTCHIN® PROVISIONS HALL STUD- DRILLIN® AND NOTCHiN® PROVISIONS HFOM SECTION 3.4.1,1,1 JOIST ENDS TO BE BLOCKED A®AINST ROTATION IN ACCORDANCE HITH HFCM 3.D,I.D-ENP RESTRAINT AND 3.3.1.4 DRIP®IN® BAND JOIST OR BLOCKINg% SILl PLATE JOIST CRAHL SPACE OR BASEMENT FOUNDATION JOIST 5 IN. MIN. IN.x4 IN. RIBBON NTO STUD - FOR FIRE BLOCKIN® MONOLITHIC SLAB-ON-®RAPE FOUNDATION PLATFORH FRAHIN¢ INTERMEDIATE BEARIN~ HALL BALLOON FRAHIN¢ TYPICAL HALL, FLOOR ¢ ROOF FRAHING NINP-BOPJ~ 12EBRI5 PRO'I~OTION FASTENII~ CLE FOR HOOD 5TRt~TURAL PANEL5 FASTENER SPACIN® FASTENER 2 FEET 4- FEET 6 FEET PANEL 5PAN ( PANEL 5PAN ,< PANEL 5PAN ~ PANEL 5PAN TYPE .~ 2 FEET ~ 4 FEET ( 6 FEEET ~ ~ ~EET 2 I/2" ~6 16,, 18" 12" q" HOOD ~5 2 I/2" ~5 I¢" 18" 18" 12" ct THIS TABLE BASED ON IlO MPH bliND SPEEDS AND A 33 FOOT MEAN ROOF HEI®HT, b. FASTENERS SHALL BE INSTALLED AT OPPOSIN~ ENDS OF THE HOOD STRUCTURAL PANEL, c. NAILS SHALL BE IOd COMMON OR 12d BOX NAILS. d. HHERE SCREN5 ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZIN® ViBRATION-RESISTANT ANCHORS HAVIN® A MINIHUM ULTIMATE HITHDRAHAL CAPACITY OF 4':10 POUNDS, ¢ HOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF '1/1(~ INCH (11.1 m) EXilE.ICE MALL 5TRAPPII',~ I AHC, t-IORIN8 561-1EDULE kREA HOLDDOI441;5EP /LENSTH NIJHDER OF SAPAC, ITl' OF NOTE5 NAIL5 HOLPDOI446 ~.OOF f~.AFTE~ 20 ®A. BTP-.AP-i¼" P, IlDE MIN. H/(e~) Dd NAILS t~AGH 51~E CORNER AND PARTITION POSTS NOTE~ A THIRD STUD AND/OR PARTITION INTERSECTIN® BACKIN® STUDS SHALL BE PERMITTED TO BE OMITTED THROU®H THE USE OF HOOD BACKUP CLEATS OR METAL DRYHALL CLIPS THAT HLLL SERVE AS ADEQUATE BACKIN® FOR THE FAGIN® HATERIAL. FRAHIN® DETAILS 1(ad NAIL AT 24" O.C. Simpson S~rong-Tie Simpson A55- Chimney FromincjPHI? ROOF RAFTER / RIDGE DETAIL (""~2~'"~ CORNER SCALE: N.T.S. ~ SCALE: N.T.5. a\ TOP PLATES ~ II I Ill IIII I1-*" Ek2RED HOLE MAX DIAMETER 60% - OF SS)D DEPTH 5/8" MIN. TO EO®E -- ®YPSM BOARD INSTALLED IN ACCORDANCE HITH NEON TABLE 3.1 NOTCH FiUST NOT EXCEED -- 40% OP STUD DEPTH BORED HOLES BHALL NOT HOOD STRUCTURAL PANEL CROSS SECTION OF CUT OR IN ACCORDANCE 5/5" MIN, TO EDGE pAd NAIL AT 6" O.C. t HFCM TABLE 3.1 LL PANEL ED®ES) 5d NAIL AT 12" O.C, ON ALL FRAMIN~ HEMBERB NOT AT (cO OETSf[~EOORNERPETAIL PANELED®ES HFCM Iqq5 SUG HIGH HIND EDITION *~**"*~ NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONDEARIN¢ HALLS HOOD 5TRUGTURAL PANEL IN$TALLED IN AGGORDANOE lsd NAIL AT: NITH NFGH TABLE ROOF TOP PLATE 8d NAIL AT 8" 0,6. ON ALL FRAMIN® HEMBERS AT PANEL ED®ES AND 12" 0.6. ON ALL ERAMIN® MEMBERS NOT AT (b) INSIDE CORNER DETAIL PANEL ED®E5 .... ~' OON~ tqFADFR R HE~5 FULL L ~L: BORED HOLE HAX DIAMETER 40% OF 5TUB DEPTH 5/8," MIN. TO EDGE NOTCH MUST NOT EXCEED 25% OF BORED HOLES SHALL NOT BE LOCATED IN THE GROSS SECTION OF CUT OR FOR SEE STUE) TO RAFTER OR STUD TO STLIE) BETA L EXTERIOR CORNER FRAMING RED 5NSTH .BTUDB ENDHALL~ \ A ~LOCK,N* TYPICAL FRAFIING AND UPLIFT BLOCK,.~ CONNECTIONS FOR OPENINGS FLOOR BRACING AT END SAYS 5EOTION A-A (HFOH FIGURE 5.6b) OLEAP-.ANOE FROfvl SLOPES NO CE DLAPHRA®M REQUIRED GABLE UPLIFT CONNECTION lB REQUIRED AT EACH ENO OF HEADER AND AT BOTTOM OF HEADER STUDS IN ADDITION TO CONNECTORS AT HALL STdDS AND AT TOP AND BOTTOM OF CRtPPLES 8d NAIL AT 4" O.O. 12" MAX. ~ ~ BASED ON SHEAR HALL REQUIREHENTS HOOD STRUCTURAL PANELS PACE AND ON MALL BELOH BASED ON SHEARHALL REQUIREMENTB ENDHALL, BALLOON FRAMING PREFERRED METHOD I EXC 5UT NEED I :ED 15 PT, NOT AT PANEL[ ~¥PSUM BOARD NAIL AT 51DE HALL 8d NAIL AT ~" O,O. (ALL PANEL STRUCTURAL PANEL FOUNDATION HFChl Iqq5 SECTION NOTCHING AND EXTERIOR HALLS ,TUB 5/8" MIN. TO EDgE IF HOLE IS BETHEEN 40% AND --OF STUD DEPTH, THEN STUD MUST BE DOUBLE AND NO MORE THAN THO SUCCESSIVE STUDS ARE DOUBLED AND SO BORED SOd, HIGH HIND EDITION 5.4.1.1.1 FIGURE 5.25 BORED HOLE LIMITATIONS AND BEARING HALLS 2x4 CONTINUOUS .ATERAL BRACE AT 6' O.C. I NAILS 54 COOLER NAILS AT I0" 0 2"x4" BLOCK NAILED TO EACH BRACE bgTH 4-10d NAIL5 ®TPSUM BOARD ~d COOLER NAILS AT T" O.C, 20 CAU®E 10-Sd NAILS Sgroncj-Tie DRAGINS DETAIL FLOOR TO FLOOR CONNECTION - TGP PLATE AT ,AA~NARE HOLED PCP'IN BRACKETS AT SHE:AP-- .MALL GOP-.NBP-.S, HIND0½ ANEP DOOR OPENIN®S: l,qO00 STRUCTURAL PANEL INSTALLED 141ND EE)ITION) ALL i'4E hIDERS AT ON ALL BOARD ~d NAIL AT (ALL PANEL NAIL AT 24" O.O. OR CEILIN® JOIST ENDHALL E 6EILIN® BP-,.ACIN~ ®ABLE ENDHALL (HFOM FIGURE 5.60) RIP®E TENSION STRAP USE 8-8d COMMON NAILS ~...4~EACH END OF I-I/4" GAUGE STRAP RIDGE BEAM / RIP®E TENSION STRAP DETAIL T A B L E RDOI.d hllNih'lUh-I UNiFO~iViL¥ I?IST~IE~UTED LOAE:)S USE _IVE LOAD EXTEP-,IOt~ BALCONIES 60 G'EGK, S 40 PASSENCER VEHICLE ®ARA®ES ATTIC k41THOUT STORA®R ATTICS HITH $TORACE 20 ~OOh4S OTHEP- THAN SLEEPING ROOMS 40 SLEEPIN® ROOMS 50 STAIRS 40 ®UARI~RAILS AND HANDRAILS 200 EXTERIOR GORNEP- FRAhfI1NG -<. < rv I-- ~ ' , 12-1 (FLOOR TO FLOOR ~ FLOOR TO FOUNOATION; ,~Fch'i FIGURE ~/o ¢ (TABLE 5.1 k,l=Qhl' HI®H !ALINE:) EE)ITION) NAILIN 5C, H=DULF JOINTD~SCRIPTION NI/HBER Of= NAIL5 NAIL 5PAClk~ 4-~d PER RAFTER RAFTER TO TOP PLATE (TOE-NAILED) CEILIK~ JOIST TO TOP PLATE (TOE-NAILED) O~ILING JOIS? TO PAf~ALLEL RAFTER (PACE-NAILED) GEILIN¢ JOIST OVER PARTITION5 ¢=AOE-NAILED,) q-lCd Q-lCd PER JOIST EACH LAP EAC, H LaP (.x2LLAR TIE TO RAFTER (FACE-NAILED) 6-¢d PER TIE BLOOKIN~ TO RAFTER (TOE-NAILED) 2-~1 EACH END TRIM BOARD TO RAFTER {END-NAILED) 2-16d EACH END HALL FRAMII, I~ TOP PLATE TO TOP PLATE (FACE-NAILED) TOP PLATE AT INTERSE(.,TION (PACE-NAILED) 5TUB TO 5~P ~ACE-NAIL~D) HEADER TO HEADER (FAdE-NAILED) TOP OR DO'ITOH PLATE TO 5]~D tEND-NAILED) 24~d (BEE NOTE I) 4-1Od 2-16d 2-16d 5-16d PER FOOT JOIN'P5 - EACH SlOE 24' O.O. I~," O,(.,, ALOI~, EDGE5 PER 2X4 5TUB PER 27,6 0'T1~ PER 2X~, 5T1JD BOTTOH PLATE TO FLOOR JOISTi BAND JOIST, END JOIST OR BLOKIN6 (FACE-HAILB2) 2-18d (¢:4~ NOTE 1.2) PER FOOT FLOOR FRAMIN~ 4-~d PER JOI~T JOIST TO 5ILL, TOP PLATE TO 61RDER (TOE-NAILED) BRIDGII~ TO JOIST (TOE-NAILED) BLOCKING TO 5ILL OR TOP PLATE (TOE-NAILED) LEDGER 5'P~IP TO BE,AH fPACE-NAILED) JOIST ON LEDSE~ TO BEAH (TOE-NAILED) BAND JOIST TOJOIOT (ENg-NAILEP) BANg JOIST TO 5ILL OR TOP PLATE (TOE-NAILED) D-lCd 3-16d FJ~OH END ~oH ~P26K .EACH PER JOIDT PER JOIST PER JOIDT P~201= 5NEATEING 5TRJ. k;'TI~AL PANEL5 DIAGONAL BOARD 5HEATING I"X&' OR I"X~" I"XlO" OR HIDER (SEE TABLE D~) PER 9,~PPORT PER 5~JppOET CEILIN~ 5NEATIN~ GIPS,UM HALLBOARP I 5d C4201.ER5 I I" EB~E / I0" FIELD HALL 5HEATHIN~ 5TRI~ PANEL5 ~d (SEE TABLE PIREBOARD PANELB "//16" 6d 5" EPeE /6' FIELD 25f52" 8~d 3" EDC.~E /6' FIELD GIFSUH HALLBOARD 5d COOLER5 I" EDgE / I0" FIELD HARDBOARD ~d (SEE TABLE PARTIGLEBOARD PANEL ~d (GEL= TABLE D,q) DIAGONAL BOARD' 5HEATING I"X&" OR I"X~," 2-~1 PEr' SUPPORT I"XIO" OR HIDER ~-8,d PER ~JPPORT FLOOR 5HEATEIN~ 5'fP. UG~kL PANEL5 I' OR LES5 ~,d ~" EDGE / 12" EIELD GREATER. 'Il-lAN I" I0~ ¢" EDOE / 6" FIELD DIA¢:~;~AL BOARD 5ftEATII~D I"X&" OR I"XC" 2-B,d PER .~JPPORT I"XIO" OR HIDER D-~,d ERR GJJPPORT I, NAIL REQUIREMENTGAREA BASER) ON ~NALL 5HEATIN(~ BHEATIN~ 15 NAILED D" ON-CENTER AT THE PANEL EPeE TO OBTAIN HIE, HEP. 5HEAR CAPAC, ITIES. NAILING REG~UIP-.EPIENT5 FOR 5TP. I)¢-..TURAL MEHBER5 5HALL BE ALTERNATE OONNEOTORG SUCH A5 5HEAR PLATE~. GHALL BE UDED TO HAINTAIN THE LOAD PATH. 2, h[HEN 14ALL 5HEATIN~ GONTINUOUB OVEP- C, ONNEC, TED IH~MBER5, THE TAEA,ILATEP NIJME~EP. Ot= NAILG PERNIITED TO BE R~E)U(.,ED TO I-~d NAIL PER FOOT. NAILED ~" ON-C, ENTER AT THE PANEL EDgE . IF I~ALL DOUE~LEP. OR GHALL BE SIMPSON STRONG - TIE I I/4" COIL STRAP - I&" O.C. USE 4-8~1D NAILS AT EACH STUD i'41N OVERLAP IS 12" FLOOR TO FLOOR CONNECTION (TABLE 5.2 !,qFCN1 HIGH I,'qlN~) EEXTION) SILL OR t~DTTOI'4 PLATE TO I=OUNDATION ANCHOR ~::)LT CONNECTIONS I;~ESISTIN¢ LATERAL ~ SHEAR LOADS (TABLE ~.8 V,I~C, hl HI®H k',IINE;' EDITION) ROOF 5+"IEATHIN¢ ATTAC, HMENT REC~JIREI"'IENTS FOR HIND LOADS ~TABLE D.q ~qFCM HI®H HIND EE;'ITION) SILL OR ~Oi iOPI PLATE TO POUNDATION ANCHOR. BOLT CONNECTIONS P-,:EBISTIN~ 5- 6P TO 5TUB 4- ~D TO PLATE gl' ANCHOR BOLT (14'? DP-D PLATE ~H HINIMUH EHDEDHENT (SEE ANCHOR SCHEDULE, ON PHS5 A-5.1 AND A¢~.2) /14) 505//4" X ~" HOOD 55RD~, TII HIN EHBGDHENT (SEE FOUNDATION PLAN5 A-3.1 AND A-3.2 FOR LOCATIOH) (HINIFIUM DOUBLE ST[JO) PLAN HALL TO FOUNII ATION CONNECTrON 51HSON 5TRON® - TIE I I/4" COIL STP, AP - 16" O.C. USE 4-8D NAILS @ EACH STUD, HRAP UNDER SILL PLATE MIN. OVERLAP 15 12" IHPSON STRON®-TIE i'-lTS-3,~ OR I I/4" COIL STOOl-', AT EACH ROOF RAETER USE 8-.tBO NAILS AT EACH END, 12" r"llN OVERLAP PER CO1HPONENT STUD TO ROOF RAFTER CONNECTION SILL PLATE TO JOIST AND RIM JOIST TO STUD CONNECTION C520 I?" COILED OVERLAP AT EACH FLOOP-.. TO PLOOR CONNECTIONS: CANTI LEVEP--. CONIPlTION designed alr-bemper~e oF O ~b~:jree~ F. ~nd 15 MPH ~lnd, bILL PLATE 10 R.IH JOI~,T BSE, LTP4 1(2" O.O, AT EXTERIOR. PEEIHETER POST TO 60NGRETE OONNECTION U~E: FOR E~H POST -Tie U210 2X6 AT EACH RAFTER 4-10d x I I/2I' NOTE: ATTACH LEDGER TO FRAMING HEHDER HITH 2-1/2'l X 5" LAD BOLT5 AT I&" ON CENTER TYPICAL Simpson 5~rong-Tie U210 2X6 AT EACH CErLIN¢ JODT 4-10d x I I/2" Simpson 5~rong-Tle U210 2X6 AT EACH DECK/PORCH JOIST CONNECTIONS BTU//2 BEARIN~ E~OUBLE 2X MIN 2"HINIHLJH 51DEGOVER 5rmpBon 5b'ong-Tle AB AT EACH POST FOOTIN¢ PORCH C, NM NUT COLUh"IN ~I~TANC, E· CONNECTIONS Z