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Home My WebLink About34190-Z FORM NO. 4 TOWN OF -SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-33814 Date: 07/06/09 THIS CERTIFIES that the building NEW DWELLING Location 'of Property: 105 WHITE EAGLE DR LAUREL (HOUSE NO. ) (STREET) . (HAMLET) County Tax Map No_ 473889 Section 127 Block 9 Lot 28 Subdivision Filed Map No_ ' Lot No_ ' conforms substantially to the Application for Building Permit heretofore filed in this office ,dated SEPTEMBER 26, 2008 pursuant to which Building Permit No. 34190-Z dated SEPTEMBER 29, 2008 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 ONE FAMILY DWELLING WITH, COVERED PORCHES, CONCRETE PATIO AND ATTACHED TWO CAR GARAGE AS APPLIED .FOR. The certificate is issued to CAROLYN •DIRESTA (OWNER) of the aforesaid building.. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-08-0082 06/12/09 ELECTRICAL CERTIFICATE NO_ 127213 06/08/09 PLUMBERS CERTIFICATION DATED 01/01/09 A DEMARINIS, INC Authorized Signature Rev. 1/8.1 Form No:6. TOWN OF SOUTHOLD . BU i�ING,,DgPARIMENT TO..", HALL 76$1802 .. :.APPLICATION:FOR CERTIF'ICA'TE.OF:OCCUPANCY . This.application.must be filled in by typewriter or ink and submitted to the.•Building Department with.the following. . A, Fbr nevi building or'new.use: . 1. . Final survey of property with accurate location of all buildings,property lines;.streets and unusual natural or ' topographic'features.. 2: :Final Approval fiom Health Dept..of-water-supply and sewers'e-di' -9 form). 3. Approval of eledtncal installation$ani Board of Fire:Ugdervyriters.. -. 4. . Sworn statement frQrii plutaiber certtfyuig that the solder used iu,system contains less than 2110 of %6,lead.; 5. :.Commercial building;industrial buildiug,-multiple'rmidences:and sinutar buildings andinsta'1469ns;'a certificate of,Code Compliance:from architect.or-engineer resp©nsible-for.the.building. 6. - Submit Planning Board Approval of completed site plan requirements:. B: .For existing buildings(prior to Agrii.9,195`�nan-confoirmg.us ines,of buildings and Kpre-existifig".taud•uses; 1: ;AccuratE sUtivey ofproperty showing allproperty.lines;streets,.buil-dii g and: at natural or.topographic .features. 2. -A-properly completed'appi cat otr*and consent to:inspect,signed by the applicant:If a Certificate.of Occupancy.is% denied,she Building 16spector shalhstate the reasons therefor in writing•to the'Applicant. ' C.- Fees •L, Certificate:of Occupancy New dwelUng-$25:00;.Additions to dweWmg:$25.00' Alterations to dwelling$25:0,0;. :'SwImmmg pool$25:00,Accessory building$25:Q0,Additions to accessory building$25.04;Businesses '2: Certificate of Occupancy:oii Pre-existing Build%ug- $100.n0 �. •- •.3.., Copy-ofCertificate:of Occupancy�$:25`: .. : : .,4. ..Updated Certificate-of Occupancy- $.50.00 : . . 5::: 'X 646-zrary.Certificafe 6f.0 ccupancy-Residential$15.00,Commercial$15.00 , Date. - New:Construction � ` Old or Pre-existing Building: (check one). -Location of Property: ' : O- �c S6, S is i I4-ouse No. Streeter. hamlet.: . .Owner or Owners.of 1?roperty J. _� Suf-olk'County Tax Map-No J000;.Section I (90a ial �`��Iock Lot Sirtbdivision an 1 Ad,6�\Vk, w, Filed Map:' Lot: PermitNo. Date of Permit.. a '�� Applicant: Health Dept..Approval: Underwriters Approval: Planning Board Approval:._ Request.for. " Temporary Certificate:., .-; Vinal-Certificate: 'V (check one) V Fee-Submitted: $ .n CC AAM A-\a ��3B Applicant gnature LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. Application No.: 127213 670 MIDDLE COUNTRY ROAD Permit Number: 34190 ST.JAMES, NEW YORK 11780 Block: Lot: (631)265-3075 Fax(631)265-6057 Section Agent: G. C. Electric, Inc. Owner: Greentree Development Corp Address: 102 Keyland Ct. Address: 105 White Eagle Drive ali Laurel NY < Bohemia NY 11716 Municipality tY License#: gce OwnerPhone Agent: No. IITEM SIZE :No. ITEM N ITEM ' ;SIZE ' o ' SIZE ; 45 Switches: 0 SubFeeds: 0 PooISAbvBIo: 42 Receptacles: - 0 Timers: 0 PoolslnGround 9 GFCI Devices: 1 'Transformers: bell 0 Pools Filter. 0 Dimmers: 2 ACEquipmentCentral: 30 0 Pools Lights 57 Medium BaseFixtures: 0 ACEquipmen!Window 2 :CO Detectors 1 FluroescentFixtures: 0 MotorsbyHP: 0 ;Disposal: 0 HID: 0 Generators: 0 iMetal Halide Lamps: 0 RangeOvenCookTop: ' 0 WhirlpoolHotTub 1 RefrigUnits: 1 bryerElectric: 30 0 'Microwave 0 I,WalkmBox: 4 ExhaustFans: 0 WaterHeaterElectric: 0 'ExhaustUnit 0 CeilingFans: 6 SmokeDetectors 0 SteamShower ;TrackLi htm Strip: 0 BreadWarmers 1 DW: 0 9 g..__.p _ _ _ 1 Laundry: 0 ElectricHeat 0 GarbageDisp ....... 3 `E 1 'CentralVac: HeatingEquipMotors: 0 ;PumpMotor. - Ex!tSigns: 0 'Disconnects: _ ... p 0 Chandelier Lifts: 0 EmergencySigns: 0 FutureOutlets: 0 !ElevatorLifts LOCATION OF WORK: ❑d,Basemen W FirstFloor: d❑ ZecondFloo, ❑ Outside; ❑Addition,❑Survey, ❑d New Const. Comments,Final 6/5/09 Rivera /Additions Temporary OH ❑ UG ❑d Amp: 200 Phase: 1 -Volts: 120/2 WireType: CU Conductor 2/0 # Meters: 1 Member LA.E.L Electrical Certificate Certificate No. 127213 LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. THIS CERTIFIES THAT OUR LOCAL DISTRICT Certificate Issued on: 6/8/2009 INSPECTOR CONDUCTED AN INSPECTION OF THE Issued to Greentree Development Corp VISIBLE PORTION OF THE ELECTRICAL INSTALLATION DESCRIBED HEREIN AND IS Address: 105 White Eagle Drive COMPLIANT WITH THE CURRENT NATIONAL Laurel NY ELECTRICAL CODE. G. C. Electric, Inc. 102 Keyland Ct. IAEI Certified Inspector Bohemia NY 11716 A. DeMarinis, Inc. 7 Narcissus Lane Northport, New York 11768 631-757-0397 July 1, 2009 To: Town Of Southold Building Department Main Road Southold,New York 11971 To Whom It May Concern: This is a letter to certify that the solder used at 105 White Eagle Lane,Laurel was a lead free solder. Angelo DeMarinis, Suffolk County plumbing license 2381-P ONDA S.SAIS r ,4otaty Pb*W.3W*9f Nor YW& No. ',Ommiwon EXPOw Jan.-25 !-Lo I 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. 34190 Z Date SEPTEMBER 29, 2008 Permission is hereby granted to: CAROLYN DIRESTA PO BOX 858 JAMESPORT,NY 11947 for 75X75 IRREG. 2 STY SINGLE FAMILY DWELLING, FRONT&REAR PORCHES,ATTD 2 CAR GARAGE, BILCO, AS APPLIED FOR. 4 BDRM PER SCHD. at premises located at 105 WHITE EAGLE DR LAUREL County Tax Map No. 473889 Section 127 Block 0009 Lot No. 028 pursuant to application dated SEPTEMBER 26, 2008 and approved by the Building Inspector to expire on MARCH 29, 2010 . Fee $ 2, 929 . 20 Aut d ig ature ORIGINAL Rev. 5/8/02 OF SOUjyolo • coum, a� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: Iv- DATE �' r "� © � INSPECTOR ho��Of SOUryolo l o z, 00UNi`I TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING / STRAPPING [ ] INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: a e aa DATE -� �r r v0� INSPECTOR ' OF SObTy��o cou ,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION REMARKS: ` \ q r DATE 3 — ' 3 ~ o / INSPECTOR SOUlyolo coufm TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND "[ �] INSULATION FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: s . c�2 q � '�-- DATE � �� ( INSPECTOR OF SOUTyolo -3 fl q # # coum, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST KROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR C DOE SOOT 00UNTV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F NDATION [ ] INSULATION [ FRAMING / TRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: f DATE INSPECTO ` ho��OF SOUjyOlo 3 �170 Z, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 N PE TI 1 N S C O [ ] FOUNDATION 1ST [ ] ROUGH PL13G. KFOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 1 DATE l �� ® � INSPECTOR pF SOUryOlo I � a 7, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION KFOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION a REMARKS: _ .z4tv, E DATE �r 0 � INSPECTOR L FIELD INSPECTION REPORT DATE I COMIVIENTS b FOUNDATION(1ST) �r C r ---------------- ---------- =---------- _ FOUNDATION (2ND) O e;� ��/ ROUGH FRAMING& �� 1 PLUMING w v INSULATION PER N.Y. — -- STATE ENERGY CODE L -p . FINAL ADDITIONAL COMMENTS I/ I e.n rLC✓V o z m c ' o z O � �o d . D � TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTi'HOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Surve SoutholdTown.NorthFork.net PERMIT NO. �(qo Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined Z "( 120 0 Storm-Water Assessment Form Q Q Contact: Approved ,20 D O Mail to: Disapproved a/c Phone: Expiration 3 ,20 /0 Building Inspector d APPLICATION FOR BUILDING PERMIT SEP 26 Date , 20 INSTRUCTIONS BLDG.DEPT. a. T e completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months 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 addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for oval or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building co e,ho sing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections C' ig ature of applicant or name,if a rp ion) i Sl C V-I�P -� d g 62 Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises / D i D, (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. 1 l 1 1. Locatioi of land on which proposed w k will e done. V House umber Street Hamlet County Tax Map No. 1000 Section Z Block I Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises,and intende4 use and occupancy of proposed construction:"- . a. Existing use and occupancy Q LCA-Ij, b. Intended use and occupancy Uli 3. Nature of work(check which applicable): New Building v Addition Alteration Repair Removal Demolition Other Work f� (Description) 4. Estimated Cost (/ d d Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of e �ing structures, if any: Front 7 e-() Rear_:7� Depth / (/ Height Number of Stories Dimensions of same structure with alterations or additions: Front 'Rear:, Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear s '3 Depth9 S Height Number of Stories s a } o 9. Size of lot: Front D o JR, r , �� Depth 1^ 2— 7 . /1) 1 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated e-;S , / 12. Does construction violate any7zon* g law, ordinance or regulation? YES NO proposed 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO cqfoly,� 14.Names of Owner of premises 5 t Address Phone No. Name of Architect C 1) C i Vj C)4 a S Address hone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF5-i�- ) nn L l 5� being duly sworn, deposes and says that(s)he is the applicant (11'ame of individual signing cont act) above named, Notary ONNIIlic SUta euof New York No.Oin.Su olk 50 Co (S)He is theA Qualified in Suffolk Coun (Contractor,Agent, 9 rporate Officer, etc.) s April , _ 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. S orn to before me this day of 3�:e_ sv 't. 20 D Notary Public Signature of Applicant EScheck Software Version 4.1.3 Compliance Certificate Project Title: CAROLYN DIRESTA Report Date:09/24/08 Data filename:C:\Documents and Settings\Administrator\Desktop\TEMPORARY-CURRENT PROJECTS\RESCHECK\Diresta.rck Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 19% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: NW CORNER OF WHITE EAGLE DRIVE& CAROLYN DIRESTA CHARLES THOMAS,R.A. WOODSIDE LANE NY 206 LINCOLN STREET LAUREL,NY (631)680-8378 RIVERHEAD,NY 11901 (631)727-7993 PRE ,E" A"•_, ^,.f. 'i ,..: '{uT .:, c.,:, a ,_.T."°.'. ,,.f .:.,.imv.:: ..w:,.»dam...::, - '.F Compliance:29.5%Better Than Code Maximum UA:876 Your UA:618 Ceiling 1:Flat Ceiling or Scissor Truss 2830 15.0 15.0 91 Ceiling 2:Cathedral Ceiling(no attic) 393 38.0 38.0 5 Wall 1:Wood Frame, 16"o.c. 1521 15.0 15.0 42 Window 1:Wood Frame:Double Pane with Low-E 456 0.290 132 Door 1:Glass 105 0.310 33 Wall 2:Wood Frame, 16"o.c. 1376 15.0 15.0 61 Basement Wall 1:Solid Concrete or Masonry 1992 10.0 10.0 94 Wall height:7.0' Depth below grade:4.0' Insulation depth:7.0' Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2830 15.0 15.0 85 Crawl 1:Solid Concrete or Masonry 848 10.0 10.0 75 Wall height:5.0' Depth below grade:3.0' Insulation depth:3.5' Inside below-grade depth:3.0' Furnace 1:Forced Hot Air78 AFUEm -- The proposed building represented in this document is consistent with,th'•' i ISti'rtis bnd other calculations submitted with this permit application.The proposed systems have been designed d e 2007 N orner Conservation Construction Code requirements.When a Registered Design Professional has stain e® acc, esting that to the best of his/her o ledge,belief,and professional judgment,such plans sp cificatio a n. ith t47 'tad Name--Title S'igriat - Date ' 0 i ,u j � �5, x , 067 0 Project Title: CAROLYN DIRESTA Report date: 09/24/08 Data filename:C:\Documents and Settings\Administrator\Desktop\TEMPORARY-CURRENT PROJECTS\RESCHECK\Diresta.rck Page 1 of EScheck Software Version 4.1.3 Inspection Checklist Date: 09/24/08 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-15.0 cavity+R-15.0 continuous insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-38.0 cavity+R-38.0 continuous insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-15.0 cavity+R-15.0 continuous insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-15.0 cavity+R-15.0 continuous insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,7.0'ht/4.0'bg/7.0'insul,R-10.0 cavity+R-10.0 continuous insulation Comments: Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-15.0 cavity+R-15.0 continuous insulation Comments: Crawl Space Walls: ❑ Crawl 1:Solid Concrete or Masonry,5.0'ht/3.0'bg/3.5'ext.insul/3.0'inside bg depth,R-10.0 cavity+R-10.0 continuous insulation Comments: Applies to walls of unventilated crawl spaces. Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:78 AFUE 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 are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: Project Title: CAROLYN DIRESTA Report date: 09/24/08 Data filename:C:\Documents and Settings\Administrator\Desktop\TEMPORARY-CURRENT PROJECTS\RESCHECK\Diresta.rck Page 2 of Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: Lj 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. Fi Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. !] Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Ll Supply ducts in unconditioned attics 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 to 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: Lj All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181 B. 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: Lj Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: ❑ Separate electric meters exist for each dwelling unit. Fireplaces: Lj Fireplaces are installed with tight fitting non-combustible fireplace doors. ❑ 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: Li 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. ❑ Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Lj Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools 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. Project Title: CAROLYN DIRESTAX �Nm Report date: 09/24/08 Data filename:C:\Documents and Settings\Administrator\Desktop\TEMPORARY-CURRENT PROJECTS\RESCHECK\Diresta.rck Page 3 of Table 9:Minimum Insulation Thickness for Circulating Hot Water Pipes r .f1 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 Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Rangeff) 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:(Building Department Use Only) Project Title: CAROLYN DIRESTAYµ1 AMµ m� Report date:09/24/08 Data filename:C:\Documents and Settings\Administrator\Desktop\TEMPORARY-CURRENT PROJECTS\RESCHECK\Diresta.rck Page 4 of 4 CHARLES M . THOMAS , R .A. 206 LINCOLN ST RIVERHEAD, NY 1 1901 OFFICE (63 1) 727-7993 --FAX (63 1) 727-8033 September 25, 2008 Re: Carolyn Diresta SCTM# 1000- 127- 9—28 NW Corner of White Eagle Drive & Woodside Lane, Laurel Dear Town of Southold, The above referenced property will provide two - dry wells connected to provide drainage for the gutter downspouts. Each dry well is to be of pre-cast concrete 8' diameter x 4 ` depth. Both will be located in d will not be located near the proposed sanitary system(which is to edj Yours truly, C/:) Charles M. Thomas, 1 H dose Town of Southold Erosion, Sedimentation & Storm-Water Run-off` ASSESSMENT FORM 1 PROPERTY LOCATION: s.C.T.M.a: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A tj(7 p l a� I STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLANT D!strict Section Flock Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. —r y Item Number (NOTE: A Check Mark(4)for each Question is Required for a Complete Application) Yes No Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? (This item will include all run-off created by site clearing and/or construction activities as well as all Site — Improvements and the permanent creation of impervious surfaces.) �• 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlow! 3 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? — 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand(5,000)Square Feet of Ground Surface? — tj Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred(100)feet of a Wetland or Beach? — 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15) feet of Vertical Rise to One Hundred(100')of Horizontal Distance? _ 7 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? — — 8 Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of any Item Within(lie Town Right-of-Way or Road Shoulder Area? — (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? ET — NOTE: If Any Answer to Questions One through Nine 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! --_ —--— EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural Project? Note: if You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Requiredl --- ------------------------------------------------- STATE OF NRVd YORK, �/ COUNTY OF L- } �.�.,(�............. SS That I, (�..'./.^. .. ... D yr t.r.. .� � S 5.�......... beuig duly sworn,deposes and says Ulat he/slit for Permit (Name OWN of individual signing Docu hart) Notary Public State of New York ork And that lue/sfie is tlie .......................................................�. ...... ..... ........................ ......QUalified,ln;Suffolk.Court .. ... . (owner,Contractor,A enl,Corporate Officer,etc.) Commission Expires April 14, Owner and/or representative of die Owner of Owner's, and is duly authorized to perform or have performed the said work and to snake 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 pet•fortned in the manner set Forth in the application filed herewith. Sworn to before nie this; ..........��0..'...... ................ day of f: '\........ ,20GA C. Notary Public: '.............................. .......................... ......,..,....,..,.....,...........,.....,.................................. (Signature of Applicant) FORM - 06/07 DWEWNG USES PUBLIC WATER SURVEY OF LOT 28 MAP OF GOLDEN VIEW ESTATES FILE No. 7770 FILED AUGUST 30, 1984 ti 96$1 4 , SITUATE �` s LAUREL L \N� TOWN OF SOUTHOLD a. SUFFOLK COUNTY, NEW YORK o S.C. TAX No. 1000-127-09-28 SCALE 1"=40' JULY 22, 2008 n 'd — 0 AREA —_40,055 sq. ft. 0.920 ac. 1,13 ` ::. p:. • ° "1` NOTE 1. ELEVATIONS ARE REFERENCED TO AN ASSUM ED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 50.0 � � :.Z•:. 2. REFER TO FILED MAP FOR TEST HOLE DATA. .. "'�'•''"�"""O :::'::\ 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. .O'::'. .... :':_.::'::s�'::':_:':::.:':..:_. '.::::':."::::::':::•:::•::::::... 1 TANK: 8' LONG. 4'-3' WIDE, 6'-7' DEEP �.,..,_.::::: :��: \ CP •�' 4. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. �,s p 0— 1 POOL. 12 DEEP, 8 dia. 0 ° • x \ PROPOSED EXPANSION POOL :::'::•/ 1 qJ e O 50-2 y ®PROPOSED LEACHING POOL p ..•...... is • a- ®PROPOSED SEPTIC TANK 176 d 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD 1c, OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. o� % s �• . .zl lS, '�' OO/ �PA .. G Y• ` JS�'S QJ _ RY , ApR MINIMUM ApgM BUSH ED P FOF1j VS ADHQLEBQ AiION. ITT e Vim O A. 190 �� ✓.. o ,� • C� G�,P 5511IA67 rJ GGc N.Y.S. Uc. No. 50467 O UNAUTHORIZED ALTERATION OR ADDITION . •(G • , G TO THIS SURVEY IS A VIOLATION OF 9 d•�. �`� 3�P ESECTION DUCATION209 OF LAW. THE NEW PORK STATE Nathan Taft Corwin III I� THECOP L SURVEY OF THIS SURV MAP NOT BEARING Land Surveyor SURVEYOR'S IN EMBOSSED SEAL SHALL OTT BE CONSIDERED D TO BE A VALID TRUE COPY. �p� Y CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 322 Roanoke Avenue P.O. Box 1931 Riverhead, New York 11901 Riverhead, New York 11901-0965 DwE W NG USES PUBLJC WATER ' SURVEY OF LOT , 28 MAP GOLDEN VIEWFESTATES X FILE No. 7770 FILED AUGUST 30, 1984 4 _ + SITUATE Lpz NG LAUREL olo ; TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK a. S.C. TAX No. 1000-127-09-28 SCALE 1"=40' JLYOCTOBER 31, 200822 0 82ST KEEOFOUNDATION �y NOVEMBER 17, 2008 FOUNDATION LOCATION G � .2,�,g�' AREA = 40,055 sq. ff. l(� 9 0.920 ac. ro \ LpT tip•" `� 2 CERTIFIED TO: 48.5 \�a• c �m �F� ULSTER SAVINGS BANK FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK v' \ 64AS6 `w NOTES: 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM Ooy EXISTING ELEVATIONS ARE SHOWN THUS:50-0 o � / O p / s �� / O a° 7 e o. �o- s y \ 50.2 .9� 0 TO THIS SURVEY IS AA ALTERATION OR SECTION 7209 OF THE NEW YORK STATE c4— 09 <� F ^ \ , > EDUCATION LAW. lap R t� S '�• ,`��G p(� COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 01 GOO SiA e_•• CERTIFICATIONS INDICATED HEREON SHALL RUN O / ONLY TO THE PERSON FOR WHOM THE SURVEY 1% / ¢ J�9 �,�Y IS PREPARED, AND ON HIS BEHALF TO THE TITLE O� 4SSE OHO Go�G c A: ' / DING IINSTITUTION LISTED HE EON,PANY, GOVERNMENTAL ANDAND ��p \aG INSTI- 'o, �(1, %,\\ TO TH ASSIGNEES OF THE TUTIONE CERTIFICATIONS ARE NOT INTRANSfERABLE. Akw 50•4 ,,`)rbo.• 0� PJ /`/ � THE EXISTENCE OF RIGHTS OF WAY h ° 0 AND/OR EASEMENTS OF RECORD, IF S \ Q ANY, NOT SHOWN ARE NOT GUARANTEED. g Q PREPARED IN ACCORDANCE WITH THE MINIMUSTANDARDS FOR TITLE SURVEYS AS M FOR THE L USE BY THEN APPROVED D AN3TADOPTERD �TE LAND Nathan Taft Corwin III TITLE ASSOCIATION. _�OFNEWYo Land Surveyor .- C;, .�p,FT Cp y ` I;zcZ I I ? * Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 50467 � OFFICES LOCATED AT MAILING ADDRESS �SFDLANDSU 322 Roanoke Avenue P.O. Box 1931 N.Y.S. Lic. No. 50467 Riverhead, New York 11901 Riverhead, New York 11901-0965 _ NPb- 68- 6002- -k •SURVEY OF 3, L 0 T 28 : � - �� c r .•, f MAP OF kp GOLDEN VIEW ESTATES LOTS'_ FILE No. 7770 FILED AUGUST 30, 1984 SITUATE o LAUREL J TOWN OF SOUTHOLD �pGEOF ��N �' %fI r yaaz.1 f SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-127-09-28 ' ` " SCALE 1 "=30' to n 6'j � I r „ C OCTOBER 31, 2008 STAKE FOUNDATION 28 L ; ' 22 i NOVEMBER 17, 2008 FOUNDATION LOCATION py "T JUNE 5, 2009 FINAL SURVEY LOT , �, 1 j I'll AREA = 40,055 sq. ff. \a ENE y 0.920 ac. °.. CERTIFIED TO: ULSTER SAVINGS BANK FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK •o a 2! - d--• p yo / �y o p S0 J' O G A 52/ I `•:�.0 3.4' J'0 °yy i // � -. NOTES: ?, 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM _4. a ,5 O < EXISTING ELEVATIONS ARE SHOWN THUS: '�Foy° '�O O°p ai UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF _sd SECTION 7209 OF THE NEW YORK STATE o s EDUCATION LAW. 62 d \ y v COPIES OF THIS SURVEY MAP NOT BEARING o THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. �% yyti/ s pN�Q d e \ a vn 4 e �,� CERTIFICATIONS INDICATED HEREON SHALL RUN I� ONLY TO THE PERSON FOR WHOM THE SURVEY G / y a �� n' � C `� L IS PREPARED, AND ON HIS BEHALF TO THE .. .. <9 - p �� FTITLE COMPANY, GOVERNMENTAL AGENCY AND P2 LENDING INSTITUTION LISTED HEREON, AND v- q TO THE ASSIGNEES OF THE LENDING INSTI— � 6 �/�ZPN� �� 9c. v e •�Off, .�� ° �'' TUTION: CERTIFICATIONS ARE NOT TRANSFERABLE. 11 .� r C��.�`�E.�`�?i�� rr.a�a3'i�..�S G� �� c v � � 0@'`�F'-i'6 4 Z'v�'6 �g•�y �, kTHE EXISTENCE OF RIGHTS OF WAY �010 1 / '00, G —��"�ANY, N EASEMENTS OF RECORD, IF e ANY, NOT SHOWN ARE NOT GUARANTEED. yam' � - . : _• 9.: a�. ell, PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED Nathan Taft Corwin III FOR SUCH USE SOCIATION TH Y E NEW YORK STATE LAND oF"EWr Land Surveyor I NF7c O QQ Title Surveys — Subdivisions — Site Plans — Construction Layout Gj a e d 0� PHONE (631)727-2090 Fax (631)727-1727 0 50467 OFFICES LOCATED AT MAILING ADDRESS cGBpo�i •,d �&A NOD � 322 Roanoke Avenue P.O. Box 1931 N.Y.S. Lic. No. 50467 ND Riverhead, New York 11901 Riverhead, New York 11901-0965 28-179C RIDGE VENT _ _ OCULTURED VER T NEER CONC. BLOCK OCCUPANCY OR USE IS UNLAWFUL oe — — RIDGE VENT OUT CERTIFICATE OF OCCUPANCYFOE o 12 DO NOT P - ROCEED- _ — FRAMING UNT►L SURVITH G —7 11 F UND �12 _ ��` 0 HA"BEEN q,'V LOCATlOq a - 11 -0F_'P7 PROYD. AP R � AS NQTE '� 0 -- DATE. FEE i�dl.- BY: L� w O NOTIFY BUILD;N(3 DEPARTMENT AT Fly ASPHALT SHINGLE ROOFING— 765-1802 8 AM TO 4 PM FOR THE tic j FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE STANDING SE:A M , 2. ROUGH - FRAIMING & PLUMBING z P E R R 0 F 0 3. INSULATION 4. FINAL - CONSTRUCTION MUST w BE COMPLETE FOR CO. O —• O O �� — ALL CONSTRUCTION SHALL MEET THE r g'—o" PLATE HEIGHT REQUIREMENTS OF THE CODES OF NEW — YORK STATE. NOT RESPONSIBLE FOR 1"xl0" FRIEZE e0. DESIGN OR CONSTRUCTION ERRORS. _ T.O. WINDOWS 1"x10" FRIEZE BD.-� — ui RETAIN STORM WATER RUNOFF U OCMAR IMPRESSIO PURSUANT TO CHAPTER 236 ffi] �)4 OF THE TOWN CODE. Z O O O W CULTURED STONE VENEER �� W O �qT AS SELECTED PER OWNER � ® ® � T.O. FIRST FLOOR R LO j 0 0 0 0�0�0� o - cd OD Z011 O O� o 0 0 o T FA o 0 0 0 0 - FLOMPLY WITIH CHAPTER " V ! 0 0 0 0 0 0 0 > 46 SO CD OAMA�GE I?REVE )1�411O O O o O O O O o O O O GRADE UT LD TOWN CODE , ! U) STONE 5/4"x4" WINDOW 10" PERMACAST COL. STONE 5/4"x4" WINDOW 0 UJ WATER TABLE STONE VENEER & DOOR SURROUNDS WATER TABLE 3c DOOR SURROUNDS ODE. E FROf� T ELEVATI ON � � 1 SCALE: 1/4" = 1 '-0" 0 COMPLY WITH ALL CODE'S OF NEW YORK STATE & TOWN CODES At REQUIRED AND CONDITIONS OF LL SOUTHOLD TOWN ZBA co SOUTHOLD'Tot%PLAAI,T l3BOARD �- SOUTROLD TOWN TR USTEES N.Y.S.DEC 0 CULTURED STONE VENEER OVER CONC. BLOCK - — PLUMBER CERTIFICATION N LEAD CONTENT BEFORE o --- ERTIFICATE OF OCCUPANCY RIDGE VENT 12 SOLDER USED IN WATER SUPPL Y SYS'TEM'CANNOT co ' — EXCEED 2/10 OF 1%LEAD. 0 12 0 0 N 11oe: O �� ALP LUMalNG uf�JERVY,'�ITE SCE n z PLUMBING WASTE & WATER LINES NEED _�`REQUdED TESTING BEFORE COVERING � � ALL CONSTRUCTION SHALL o 0 o MEET THE REQUIREMENTS OF THE CEDAR II 90IN IMPRESSIONSVINY G OF CODES OF NEIV YORK STATE. O - u= 0 M N � _— C ERTIFI^ATION OF sP NAILING & CONNECTIONS cz 9'-0" PLATE HEIG T REQUIRED. 1"x10" FRIEZE BD. O co �� T.O. WINDOWS Q' V F � rti T CEDAR IMPRESSIONS AN IMFNL�)77 VINYL SIDING VINYL SIDING Q - T.O. FIRST FLOOR w ON O o o 0 o O o 0 0 o O O O O O O O O O O O O O O O O O CO O O O O O O O O O O G R A D E ti 10" PERMACAST COL. 5/4"x4" WINDOWcz & DOOR SURRCUNDS o E REAR ELEVATION U a 2 SCALE: 1 �/4 = 1 '-0" `v D E S I G N C R I T E R I A SHEET NO. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING USE/ HEIGHT FIRE TYPE OF SNOW SPEED DESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY AREA CONSTRUCTION LOAD (MPH) CATEGORY( I LINE TEMP, UNDERLAYMENT CLASSIFICATION + �WEATHERING DEPTH TERMINATE DECAY REQUIRED 45 PSF 120 8 SEVERE 48" MODERATE SLIGHT FIRST FL. = 482 SF TO TO 11 Y E S FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE = 6.72 PSF EDGE ZONE = 35.5 PSF R-1 30'-0" TYPE V HEAVY MODERATE FIRM MAPS INTERIOR ZONE - 51.4 PSF INTERIOR ZONE - 28.9 PSF SECOND FL. - EXISTING THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD„ IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. r 74'-0" 22'-08" 11'-58" 12'-08" 16'-4" 12'-2" 8" 4'-98" 3'-88" 8" POURED CONCRETE FOUNDATION 2'-4" 2'-4" WALL ON 8"X16" POURED 8" POURED CONCRETE FOUNDATION CONCRETE FOOTING WALL ON 8"X16" POURED - CONCRETE FOOTING ' - - - - - - - - - - - - - - - - - - - - - - - - / /- - - - - - - - - - - - - - - - - - - - - - - -1 I -.0 / \ z 4" POURED CONCRETE SLAB "co 00 / / \ \ OVER 6 MIL. POLYETHLENE u: a 00 a \ VAPOR BARRIER ON WELL\ I - \ COMPACTED POROUS FILL I I M U I I CID I N O o I \`� I o uaao Aim W 11 71e T 19JOISTS 0ION" OC. to BEAM POCKET I I ri - - - - - - J (TYPICAL) L - - wN z — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — O cn 3-1 3/4" X 11 7/8"MICROLAM GIRDER ( - - - I w 10" POURED CONCRETE FOUNDATION I I w BEAM POCKE'T 1 0 WALL ON A 10"x20" POURED I (TYPICAL EACH i ro II „ CONCRETE FOOTING I I I O GIRDER INTEMSE TION) ; 4-6 21 -2 W/2#(5) BARS CONTINUOUS IN FOOTING x SHIMMED - - - 3 I I= g AS REQUIRED HALL`lf"J BEAME POCKETS I I 1 3 W)w z WITH STEEL. SMS (TYP) ASH DUMP I — I PRE-FAB ABOVE O I I $ W (� I I �Q � Q U I I L — J I N f I I L J I I 1vH PROVIDE 5/8" TYP "X" GYP. BD. z I I Q V U ON CEILING ABOVE FURNACE FOR U � -1 "Z CELLAIR = i ---� I _ " ®< ; IJ F- og m = o I r-1 1 — _ AT LEAST 3-0 0 ALL SI_ES AS -J `o I U.. „ I L J — — — �� PER N.Y,S.I CODE �D I I O N I r I 4 POURED CONCRETE SLAB � � n I I o- '0 I I " " L I J OVAPOR BARR ERL ON�wE,L I I `J I - 7- I I SMOKE °r' I I "' w R-19 INSULATION 11 COMPACTED POROUS; FILL I I C I _ � I I (D—DETECTOR C14 _ I U1 I I T-g= T-11" ! I 6 8 12 6 8'-1 I I 8'-7" 8'-5" N — — — — „ I 7'-1�— — — —1 5-4" r I 3 1/2 STANDAR STEEL P PE COLUMN F1 BEAM POCKET cn — " „ ` I I I GIRDER LINTE SEH TION II _ II ON A 30 X3o X, DEEP I I III I I I 0 BEAM POCKEY 1 1 F POURED CONCRE FOOTIN . (TYP) I ; I ALL GIRDERS HALL E SHIMMED w (TYPICAL) r - - - r' 3-1 3/41"I X 11 7/8" - - r - r -1 r - - F- 3-1 3/4" X 11 7/ " AS REQUIRED N BEAMPOCKETS 1 MICRO GIRDER ! J L_ LJ ICI - -MICROLAM GIRDERI I N WITH STEELSHIMS (T ) n - - ---E--� - - - - -_ - - —� — I -�— - - —� �T— 0 4 e I 0 0 I L _ J L _ J L J L! .. J L J L _ J L _J L _ 10 Q I v\ ro " r Q' I Q N V � < I II II -a II II I wU 1 < ( R-19 INSULATION x I L v I111 " JOISTS 0 161, I t o (n . ( io z L. - - TJI —JJ 1 1 1 J 1 1 R-19 INSULATION I I I "� 6--0" _ I I �F TT .1. —� _ (— w Q ALL SMOKE DETECTOR II TO BE I I 1 1 ! I I 1 D HARD WIRED & INTERCONNECTED I .� m I Z L. J L (D—DETECTOR I 1 I ■� _ i ' b = I Of CARBON LIIJ I"LJ� I LIL- - - -'� I LL- - - - - _� I i� L0 � ©---MONOXIDE ! ^O "I"' DETECTORJ UP G — I �I 7 8" I JOISTS16" 11 3 p u cv ul I I I R I x R-19 INSULATION 11 I 7'-7 10'-101" I I n it L j" 4 4'-0" ^w 12'-6" t 12'-5" oo ' I 17'-0" _ _ _ _ _ _ I 3-1 3/4" X 11 7/8" 1 I ^O rl I j �� BEAM POCKET I — M — CELLAR I I z^ ML. GIRDER I ( r x °i �`� (TYPICAL) 0 c' I Q FLUSH INTO FLOOR J TS IL - - I 1 ;r — — — — — 1 x I p - - - - - - �p — �I,jGIRDERS SHALL BE SHIMMED . Q i 4 POURED CONCRETE SLAB x AS REQUIRED IN BEAM POCKETS `� OVER 6 MIL. POLYETHLENE I 00 U I I WITH STEEL SHIMS (TYP) ►\x 11 VAPOR BARRIER ON WELL I w O L L J I I I r j BEA POCKET I - - - - - -� S2 I I I U UP I M (TY ICAL) M I I ( (� of I I M I I I COMPACTED POROUS FILL o N to �-- - - - - - - I I I ( I I I -rl 1 - - - - - - I I 1 10" POURED CONCRETE FOUNDATION I I z WALL ON A 10"x2O" POURED I D - - - - - - - - -- - CONCRETE FOOTING 'D ILL.0 i I- — — W/2#(5) BARS CONTINUOUS IN FOOTIN ao I I I- - - - - - - - - - - .� I w 0 F z 1 1 = Q I �N 4" POURED CONCRETE SLABI _KN OVER 6 MIL. POLYETHLENE VAPOR ON— LL Q p I I COMPACTEDR POROUS�FILL l i o-Jo �-(n - - - - - - - - - -�. - - - - - - ��- - - - - - - -_ w� ' Dmn I , o 0 1 I - - - 48" - - - - - - - - - - - - - - - - - - - - - - - - - - ,L (� V N oz p 0p I I POURED CONCRElTE FOUNDATION ALL ON 8"X16" POUJRED ONCRETE ^' FOOTING O M I 6" POURED CONCRETE SLAB I '~ 1 I OVER 6 MIL POLYETHLENE 1 "' 1 N VAPOR BARRIER ON WELL COMPACTED POROUS FILL REINF. CONIC, SLAB I o W/6x6 10/10 W.W.M. -+� I � z N 3 z I I I cc m� I a 0 o-j oo SLAB TO SLOPE I 1 a I ' V/ LLI � I z w� DN. 4" TO DOORS I F 0 V N D A T N P L A N o I I SCALE: 1/4' = 1 '-0" V a z 22'-0" � Go cz 4 U 8" POURED CONCRETE FOUNDATION I I Q WALL ON 8 X16 POURED CONCRETE FOOTING 10'-4" I SHEET NO. 12'-6" 7'-8" 12'-6" 4'-0" 14'-0" 23'-4" 32'-8" 74'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, 11,11 WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 74'-0" 22'-08" 11 -5 12'-08" 16'-4" 12''-2" 4'-98„ 3,_8j„ n 24'-6" loll-11j" " 6'-9j" " $$ 6'-Dl" 6,-0�" 7'-2" 9'-2" - - 2-4 — — (2)-12" M.L. GIRDER (2)-2052 z 1 3-2")xlI/ 2" HDR pj W O A� i��y a� �\ `?R� MASONRY PORCH - ? 1/4 BLUESTONE OVER001 .`(� ? 4" P.C. SLAB ' M ~ J a to x I Of (V (V I U o 4;00 111'-s" I I MASONRY PORCH p1 to `i = BREAKFAST = � II � 1/4" BLUESTONE OVE � w N NOOK N '�100 1 4 P.C. SLAB tell o i g 2 2852 Y.AN 9'-0" CEILING N ILL ` 3 r) " " r%> ��ti 3-2"x12" HDR 0 2 X10 CLG. JOIST � (2)-3052 �1 I �' S1 T1N � � � I EGRESS @ 16" OC. R-30 INSUL. (2)-2452 F 60611 (2)-2452 N ti — +��., FWG 60611 N N A E z 3 2"x12" HDR l 6 3-2"x1212 D2„ O 3-2"x12" HDR , 3 2" 12' HDR 3-2"x12' HDR _ " 10 > 13-8" 2 0" I I Ir�iao \� - - - - - - - - - - x �' w �� SMOKE } o o 0—DETECTOR I I N N ✓� ( ,(� I 0 I N N l I u- / "J IZ I O J Q N m (V,J "X10" CLG. JOIST 2"X10" CLG. JOIST I I M N z a N i ® 6" OC. R-30 INSUL. ® 16" OC. R-30 INSUL, 9s MASTER o M B E D R O O M N "-o" CEILING 1 ' I r `9°F� B E D R O O M Z I ui N O SMOKE Z �� '� TRAY CEILING o - QDETECTOR I R Z F �� 0 3 0 0 0 o a 00 �i I C� I I I o N tD I KE F a0 ( io z I O—DETECTOR D.W. a N GRLA oo O X. I W N N I pZ CATHEDR CEILING I I �v I (� 1(0 P.D. 2668 I /� I B N Z f I I LINE OF TRAY CLG. I 12 — (SEE DETAIL) — — — — — � N N J N O 20'-D" N 0 O N x LINEN - - - FIF I 17'-4" M N ui N ^O 1 Wr- 26 0 ° �� 3'-Is SMOKE 2 CF EXHAUST ib S ~DETECTOR — — — — — 1° ALL SMOKE TO BE I I t0 z oHARD WIREDNNECTED �, 10'-8'• CARBON J r` I iv O 1670 2 ARCH OPENING C ~DEE DETECTOR MONOXIDE C4 M P.D. 2668 O Ro L I N N _ \�"�'/ v� BUILT IN O tZ W.1. _ N PER OWNER I cr O CLOSET N W.I. w " W M I I 'MOK I 1 1 1 1 cep �� CLOSE NO w r I I N �I ..W w l CAR CJN I I F O Y E R FB E D R O O M I MCNDET KIDE I I a - - - o N I �. N z I I) 9 -0 CEILING /� V) z " _o — — — J �o o ■ F I N S SMOKE I R 0 0 M '� z ( LLJ A100 L V V S 3'-2 1 P=-r— B I L C 0 OF-DETECTOR I 10'- CEILING rOj I ( I o R O O M N ^ Q DOORS SPLAY CLG. FOR STAIRS UP W v l TRA CEILING U I v l I F , 17'-4" DROP CLG. IN LAUNDRY AREA 1 ,n I 00 AND BEDROOM CLOSET ONLY `" ' . d a II 7'_8" O - SMOKE O O DETECTOR a �p (SEE SECTION) - S X e iv O x. 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FLOOR PLA a x 1 0 .X �, SCALE; 1 4' = 1 -0" cn W N 2 Q O I V I [1 N 2 6 a l rn 1 v � n 6 � i V a 3 I 22'-8' N Do cz I o 1 ill-0" °o m 3-2"x12" HDR m a co `j 21252 1 3-2"x12" HDR (2)-2052 STONE VENEER 5'-10" 5'-10" 5'-1 ' 5'-10" 6'-3" 6'-3" 3'-10" 3'-10" 6'-3" 6ll-3" 4'-0" 7'-0" 7'-0" SHEET N0. 1 V-8" 23'-4" 12'-6" 7'-8" 12'-6" 18.-0.. 7 74'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH I TECT.VI SUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 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THESE DRAWINGS AND ACCOMPANYING SPECIFICATIO0, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN NNHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH I TECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. CULTURED STONE VENEER OVER CONC. BLOCK RIDGE VENT 12 z Q9 O O 0 RIDGE VENT ~ o_ RIDGE VENT U 0 0 oc w �4=T - — O ROD ttat1 0 U) ASPHALT o �n w Tl- 9'-O" PLATE HEIGHT 1"x10" FRIEZE BD. 1%10" FRIEZE BD. 1"00" FRIEZE BD. T.O. WINDOWS AR T1 O IMPRESSIONS Lu VINYt SIDING VINYL SIDING T.O. FIRST FLOOR co 0 0 Oo�O Oo�0o�0�0�0 O� O�O�OCoOo�o�o�oo�C� �-6A�� 10" PERMACAST COL, 5/4"x4" WINDOW 10" PERMACAST COL. & DOOR SURROUNDS 0 � Q E RIGHT SIDE ELEVATION 3 SCALE: 1 /4" = V-0" n LL w z 00 Q O -1 O 12 N W � Q9 Z O RIDGE VENT LL LJ SEE SECTION 1 .1100014 SHEET 7 RIDGE VENT w � Q 0� Li ASPHALT SHINGLE ROOFING ASPHALT SHINGLE -.NG c o - ♦ . - c 00 .- U N or CEDARR NPR ArPHALT SHINGI F Rn G 10'-0" PLATE HEIGHT - 9'-0" PLATE HEIGHT o FIT] ®� 1"x10" FRIEZE BD. T.O. WINDOWS T.O. WINDOWS EIE 0 1%10" FRIEZE BD. el- r cn V♦ w � U i T.O. FIRST FLOOR C T.O. FIRST FLOOR L m �b �b � � � �b � �b � � � � � � �b cc x 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ica 0 0 o rp 5/4"x4" WINDOW 5/4"x4" WINDOW NEW O.H. CARRIAGE DOORS BY "CLOPLAY" NEW O.H. CARRIAGE DOORS BY "CLOPLAY" & DOOR SURROUNDS STONE WATER TABLE & DOOR SURROUNDS STONE VENEER E LE FT S I D E E L E V A T I O N 4 SCALE: 11 /4" = 1'-0" SHEET NO. THESE DRAWINGS AND ACCOMPANYING SPECIFICATION'S, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN 'WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 2" X 12" RIDGE BEAM 12 TYPICAL ROOF CONSTRUCTION Qs QD ASPHALT SHINGLE ROOFING 12 TYPICAL ROOF CONSTRUCTION OVER 15# ROOF FELT ON 1/2' COX PLYWOOD SHEATHING. 9 ASPHALT SHINGLE ROOFING A T T I C 2"X10" ROOF RAFTERS 0 16" O.C. - - - _ - -OVER 1W RQOFMT-ONI=L/2"_CDXELYIWLOOD SHEATHIL'':,,_ _ _ _ _ _ _ _ _ _ _ = z 2"X10" ROOF RAFTERS 0 16" O.C. O - - - - - - - - - - - - - - - - 5°+- CROWN MOULDING 1"x8" FASCIA BD, (TYP) � I � II FRAME REVERSE GABLE THRU, LAYOVER MAIN ROOFI 1 BED MOULDING 1"x6" FRIEZE BD. (TYP) I I 2"X10" ROOF RAFTERS 16" O.C. 2x6 COLLAR TIES I R-30 INSULATION ® 32" O.C. TYPICAL CEILING CONSTRUCTION (A 1"x8" FASCIA BD. (TYP) W 2" X 10" CEILING JOISTS 0 16" O.C. L � I E - (2)-12* M.L. TYP, ��\ 1"x6" FRIEZE BD. (TYP) o W/ R-38 BAIT. INSULATION \ \\ II II II II II II II II CATHEDRAL CEILING I I I I I I I I I z (R-30 INSULATION) CAHELL ICEILI G � CEDAR IMPRESSIONS VINYL SIDING TYVEK IHOUSE WRAP 1/2" CD X Li PLYWO01) SHEATHING ON 2"X6" D I N I N G WD. STUDS ® 16" O.C. 1�_p• II I 3 12"x,2"Hl�a. -2 INSULATION 9'-0" PLATE HEIGHT 3-2"x12"HD CROWN MOULDING 5/8" G . BO. FINISH 3-2"02" HDR, SEE DETAIL - T. do S. 3 COAT JOB (TYP) o � 2-12" M.L HDR. T.O. WINDOWS TYPICAL WALL CONSTRUCTION ui10 TYPICAL WALL CONSTRUCTION CEDAR IMPRESSIONS VINYL SIDING TYVEK HOUSE WRAP 1/2" �� CEDAR IMPRESSIONS VINYL SIDING TYVEK HOUSE WRAP 1/2 CD X PLYWOOD SHEATHING ON 2"X6" WD, STUDS 0 16" O.C. °; D pI �N1 I�N��G o o " R-21 INSULATION °' L1.Y��.! K I T C H E N m o CD X PLYWOOD SHEATHING ON 2"X6" WD. STUDS 16* O.C. CATHEDR L CEILING BEYOND i R-21 INSULATION O 64 POST w 6x6 POST w PA66 �� _ _ T.O. FIRST FLOOR Q - - - - PA66 - FIRE STOP PIER __ L _—III—III=I — NYS CODE (TfYP) CROSS BRIDGING IN ALL FLR. SPANS =III—III— I I_I I—I ( AT INTERVALS NOT TO EXCEED 8'-0" O.C. I —I —I I= I=I I=I I o Z I II I II I I COMPACT do FILLED BRIDGING TO BE 1"X3" SOLID WOOD OR METAL 000MPACT do FILLED I I III�II I IIII�I =I W o - - - - - - — — — — — — — — — — — — I 10" POURED CONCRETE FOUNDATION WALL ON A 10%20" POURED 0 CONCRETE FOOTING 9'-3" 9'-3" "MILL VAPOR POURED-CONCRETE 10" POURED CONCRETE FOUNDATION 4 ER WALL ON A 10 x20 POURED CONCRETE FOOTING W/2#(5) BARS CONT"NUOUS IN FOOTING UJ C R O S S S E C T I O N 1TYPICAL FLOOR CONSTRUCTION 11 7/8 TJI FLOOR JOISTS 0 16 O.C. Ir ••.-- W/3/4" PLYWOOD SUBFLOOR W/MIN, R-19 GATT. INSULATION ■� SCALE: 1 /4" = it-opt Q I z 00 o -' o N w w O z (/) O .J L� LL 0 w Z 2" X 12" RIDGE BEAM z 0 TYPICAL ROOF CONSTRUCTION Q < w ASPHALT SHINGLE ROOFING o 0 OVER 151 ROOF FELT ON 1/2' C X PLYWOOD SHEATHING, 2"X10" ROOF RAFTERS 0 16" O.C. 12 cn w cz U N TYPICAL CEILING CONSTRUCTION A T T I C CRICKET O W 2" X 10" CEILING JOISTS 0 16" O.C. b Ib W/ R-38 BAIT. INSULATION 9'-0" PLATE HEIGHT 5/8" GYP. BD. FINISH 1 T. do S. 3 COAT JOB (TYP) TYPICAL WALL CONSTRUCTIONCEDAR }� CD X PLYWOOD ISHEATHI G ON SIDINGONS VINYL 2 X6"" WDK, STUDS ® 6"HOUSE WRAP 10.C. 2 I C: A I "' R-21 INSULATION ^ 3070 G A A 3070 r, o -LABE o O B-LABEL II II L II II cz L T.O, FIRST FLOOR I I I I x J m cz a GRADE " 10" POURED CONCRETE FOUNDATION WALL ON A 10"x20" POURED 6" POURED CONCRETE SLAB CONCRETE FOOTING OVER 6 MIL. POLYETHL.ENE VAPOR BARRIER ON WELL COMPACTED POROUS FILL SHEET NO. RFINF r..nNr Cl AR C R 0 S S S E C T 1 0 N 2 SCALE: 1/4" = 1 '-O" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN MHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. z 0 F a. U W 0 Z O w FFEEM-111 FL E-01 FF7PH NE. AT H 0 � FIREPLACE w - --- --- LLJ n w INTERIOR ELEVATION w SCALE: 1/4" = 1 '—O" 2" X 12" RIDGE BEAM 0UJ T ICAL CEILING 6STRUCTION 2" X 10" CEILING JOISTS 0 16" O.C. \ W1 R-38 BATT. INSULATION � \ 0 i \ 12 s TYPICAL ROOF CONSTRUCTION \ ASPHALT SHINGLE ROOFING TYPICAL ROOF CONSTRUCTION i/ \\ OVER 15j ROOF FELT ON 1/2" COX PLYWOOD SHEATHING. ASPHALT SHINGLE ROOFING i `\ 2"X10" ROOF RAFTERS 0 16" O.C. OVER 15,# ROOF FELT ON 1/2" COX PLYWOOD SHEATHING. A T I `\ 2"X10" ROOF RAFTERS 0 16" O.C. 5;�`� i \ UJ 1"x8" FASCIA BD. (TYP) 2"x12" HIP RAFTER f — `\ 1"x6" FRIEZE BD. (TYP) L__5/9' GYP. BD. FINISH I \ T. & S. 3 COAT JOB (TYP) \ II \\ A T T I C it II I II A T TIC II TYPICAL CEILING CONSTRUCTION 21,-2„ o I I 2" X 10" CEILING JOISTS 0 16" O.C. i W/ R-38 BATT. INSULATION 10'-0" PLATE HEIGHT — - - 00 z 9'-0" PLATE HEIGHT O L5/8' GYP. BD. FINISH PLATFO M cV F- T.O. WINDOWS T. & S. 3 COAT JOB (TYP) Ld Q T.O. WINDOWS Lv J TYPICAL WALL CONSTRUCTION cLosEr CLOSET LINEN LINEN CLOSET CLOSET DROP PLATFORM TO 8'-0" CLG. 2 C A R Lv CEDAR IMPRESSIONS VINYL SIDING TYVEK HOUSE WRAP 1/2" SPLAY CLG. BELOW & STEP UP, TYPICAL WALL CONSTRUCTION " ;IV CLOSET & o DROP CLG, IN LAUNDRY AREA G A R A G E w w CD X PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 16 O.C. I CEDAR IMPRESSIONS VINYL SIDING TYVEK HOUSE WRAP 1 2" � z R-21 INSULATION LAUNDRY RM. AND BEDROOM CLOSET ONLY. o CD X PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. < R-21 INSULATION o o T.O. FIRST FLOOR _ -- FLOOR of CROSS BRIDGING IN ALL FLR. SPANS "x " CCA SILL PLATE AT INTERVALS NOT TO EXCEED 8'-0" O.C. z " � 2 6 BRIDGING TO BE 1"X3" SOLID WOOD OR META TERMITE SHIELD m 8 POURED CONCRETE FOUNDATION E cm 1/2 DIA. ANCHOR BOLTS 10" POURED CONCRETE FOUNDATION `O CALL ON AFOOTIN,G POURED ^ WALL ON A 10"x2O" POURED M 32" O.C. CONCRETE FOOTING O 10" POURED CONCRETE FOUNDATION W/2#(5) BARS CONTINUOUS IN FOOTING L{J WALL ON A 10 x20 POURED CONCRETE FOOTING 6" POURED CONCRETE SLAB W/2#(5) BARS CONTINUOUS IN FOOTING OVER 6 MIL. HLE VAPOR BARRIEERR O ON WELL COMPACTED POROUS FILL LIQUID MEMBRANE WATERPROOFING COVE LIQUID MEMBRANE WATERPROOFING COVE N �\ 4" POURED CONCRETE SLAB OVER FOOTING (TYP) \ 4 MILL VAPOR BARRIER OVER FOOTING (TYP) REINF. CONC. SLAB r \\ W/6x6 10/10 W.W.M. '� z Jo V/ uj w C R 0 S S S E C T 1 0 N 3 SCALE: 1/4" = 1'-0" L L00 0 m U � Q SHEET NO. THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONIS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. / 1 I z / 2"X10" rr o 16" OC. NZI� 0 / It \ lk, ` \ 2"x10" rr o 16" OC. Of ` \ \ — N 1000, Iz Waf I 0 Im I ui to o U 0 0to �Q _ I9�� X ° 0 � �—� N I I o / ; I W I I o m I II I t TrI U II 10 I 0 it X I W II ♦ � X 2 R DGE B — — — 2"X10" rr o 16" OC. II � I 2" X 12 RID X BEAM ��+ I 2"x10" rr UJ I o 16" OC. Ir o .0e—y olk I �_ II � I A- X / o a II I t II ♦ o co I o It j 1w I cn 9� �OJ / N I O O — — . o X Ld " q�l I Z (/) w X1 rr "X1 rr I 7 1 16 OC. oc� I W 1in 2"X1 " rr o 1 OC la 2"X1 " rr o 1 OC ....r 10 G- I 0 1- - - - - - - - -... - - - - -- - J Q I i o 0 I x IL hhl rn rn cz I U I E 2"X10" rr o 16" OC. I I ++ �' I w w r I R 0 0 F P L A N 2X10 rro16 00. SCALE; 1/4 to = 1'-0" I cn Lu I I W I � U I I i I , I Cz I o m I I SHEET NO. THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IfN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. CORNER AND PARTITION POSTS RAFTERS OR APPROVED Ali ROOF TRUSS 6 6 A N 0 T E: TOP PLATES TOP PLATES h SECOND STORY TOP PLATE- A THIRD STUD AND/OR PARTITION INTERSECTING TOP PLATE SEE DRILLING AND BACKING STUDS SHALL BE PERMITTED TO BE JOIST IS PERMITTED TO NOTCHING PROVISIONS OMITTED THROUGH THE USE OF WOOD BACKUP STUD STUD BE CUT OR NOTCHED CLEATS OR METAL DRYWALL CLIPS THAT WILL FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- SERVE AS ADEQUATE BACKING FOR THE FACING BORED HOLE MAX z SEE DRILLING AND SEE DRILLING AND MATERIAL. BORED HOLE MAX DIAMETER 40% o BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS DIAMETER 60% - WFCM SECTION 3.3.1.1.1 1 3 SPAN 1 3 SPA WFCM SECTION 3.4.1.1.1 FRAMING DETAILS U H / / OF STUD DEPTH 5/8" MIN. TO EDGE '- t:0 5/8" MIN. TO EDGE 4 5/8" MIN. TO EDGE JOIST ENDS TO BE 5/8" MIN. TO EDGE NOTCH MUST NOT EXCEED \FOR BLOCKING BLOCKED AGAINST GYPSM BOARD INSTALLED IN 25% OF STUD DEPTH AND BRIDGING 16d NAIL AT 24 O.C. WFCM TABLE 3.1 NOTCH MUST NOT EXCEED IF HOLE IS BETWEEN 40% AND 60% w TOP PLATE \--BAND JOIST ROTATION IN ACCORDANCE ACCORDANCE WITH OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3-END RESTRAINT 40% OF STUD DEPTH OF STUD DEPTH THEN STUD MUST BE o AND 3.3.1.4 BRIDGING DOUBLE AND Nd MORE THAN TWO FARING BORED HOLES SHALL NOT SUCCESSIVE STUDS ARE DOUBLED ALL BORED HOLES SHALL NOT BE LOCATED IN THE SAME AND SO BORED 1 IN.x4 IN. RIBBON BE LOCATED IN THE SAWE CROSS SECTION OF CUT OR LAP JOIST 3 IN. MIN. CUT INTO STUD - WOOD STRUCTURAL PANEL CROSS SECTION OF CUT OR o BOTTOM PLATE FOR FIRE BLOCKING d NAIL AT 6" O.0 WITNSTH WED IN ACCORDANCE BAND JOIST WITH WFCM TABLE 3.1 OR BLOCKING (ALL PANEL EDGES) [�(� i w ° 8d NAIL AT 12 O.C. ON ALL WI "M 1995 SBC HIGH wI N D EDITION SILL PLATE JOIST a CORNER DETAIL PANEL EDGESBERS NOT AT WFCM 1995 SBC HIGH WIND EDITI0N( ) SECTION 3. 4. 1 . 1 . 1 FIGURE 3. 2B CRAWL SPACE \—SUBFLOOR " GYPSM BOARD INSTALLED IN SECTION 3. 4. 3, 1 . 1 NOTC1,lING AND BORED HOLE LIMITATIONS OR BASEMENT MONOLITHIC d NAIL AT 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 FOUNDATION SLAB-ON-GRADE ALL PANEL EDGES) FOUNDATION NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS FOR INTERIOR NONBEARING WALLS PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING WOOD STRUCTURAL PANEL 2x4 CONTINUOUS UOUS INSTALLED IN ACCORDANCE LATERAL BRACE AT 6' O.C. (— BEARING WALL 16d NAIL AT 24 O.C. WITH WFCM TABLE 3.1 W I 11\ ROOF FRAMING DOUBLE TOP PLATE 2-10d NAILS 0 TYPICAL WALL, FLOOR & ROOF FRAMING 8d NAIL AT 6" O.C. ON ALL FRAMING MEMB,�RS AT PANEL i (D EDGES AND 12 O.C. ON ALL TRUSS OR CEILING JOIST FRAMING MEMBERS NOT AT SEE STUD TO RAFTER z b INSIDE CORNER DETAIL PANEL EDGES C PLE TUD OR STUD TO STUD DETAIL WIND—BORNE DEBRIS PROITECTION FASTENING SCHEDULE ( � F I TONNACTORS i GABLE END TRUSS .—jFOR WOOD STRUCTURAL PANELS EXTERIOR CORNER FRAMINGHFAnFR A A R QUIRED 0� U) FASTENER S P A C I N G FASTENER 2 FEEET 4 FEET 6 FEET HEADER STUDS NAIL PANEL SPAN P ANEL SPAN � PANEL SPAN <, PANEL SPAN ---FULL LENGTH O NAILS TYPE 2 FEET 4 FEET 6 FEET 8 FEET ENDWALL WA STUDS NOTE: 5d COOLER NAILS AT 10" O.C. 2 1 2" 6 16" '16" 12" 9" ATLIFT EACHOENDCO�HEADERN IS REQUIRED 2"x4" BLOCK NAILED TO EACH � # JOISTS BRACE WITH 4-10d NAILS WOOD SCREWS N UPL AT BOTTOM OF HEADER STUDS IN CO NEC R ADDITION TO CONNECTORS AT GYPSUM BOARD 2 1/2" #8 16" '16" 16" 12" A A R UIR WALL STUDS AND AT TOP AND 5d COOLER NAILS AT 7" O.C. z WOOD SCREWS BOTTOM OF CRIPPLES a. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. BLOCKING 20 GAUGE STRAP W b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. TYPICAL FRAMING AND UPLIFT 10-8d NAILS 00 uj c. NAILS SHALL BE 10d COMMON OR 12d BIOX NAILS. BLOCKING CONNECTIONS FOR OPENINGS Q d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE FLOOR BRACING AT END BA''S ENDWALL STUDS WITHDRAWAL CAPACITY OF 490 POUNDS. CEILING BRACING GABLE ENDWALL e. WOOD STRUCTURAL PANELS SHALL HAVE: A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) SECTION A-A FIGURE 3. 6b1 8d NAIL AT 4" O.C.( WFCM � 12„ MAX. (WFCM FIGURE 3. 6a) EXTERIOR WALL STRAPPING & ANCHORING SCHEDULE -----FACE OF FOOTING NAILS BASED ON AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO TES � SHEAR WALL REQUIREMENTS RIDGE TENSION STRAP NAILS ZD w USE 8-8d COMMON NAILS crf 0-RIDGE SIMPSON CS-20-40 INCHES MINI. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER p EACH END OF 1 -1/4 RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER o NO CEILING CENTER 2x BLOCKING 8-8d TO STUD CONNECTION DIAPHRAGM 20 GAUGE STRAP � 2-8d TO PLATES w o , ,,, REQUIRED ON SHEATHING JOINT FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-13d 1005 LB PER EVERY STUD u w 0 15/32 WOOD STRUCTURAL PANELS CONNECTION 10 GABLE FA E AND ON WALL BELOW STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD �� " BASED ON SHEARWALL REQUIREMENTS v 4-8d TO PLATE H/2 BUT NEED OT �� H/ BUT NEEED NOT * SILL PLATE TO FOUNDATION Y8" ANCHOR BOLT (14") 7" MIN, EMBEDMENT TABLE 303.23 (SBCCt) PLACE AT 23" ON CENTER WITH 3" SEARING EXC ED 15 FT. AX. EXCEED 40 FT. MA . GABLE ENDWALL, BALLOON FRAMING RAFTER z BP-3 PLATE, 12' FROM CORNER OR SPLICE FOUNDATION DOUBLE WALL Y8" SSTBL20 SIMPSON (14) 4685 LB PER IN 3000 PSI CONCRETE, LOCATION OF STUD (SHEAR) SDS Y," X 3" CONNECTION (CORNER) HOLDDOWNS AS SHOWN ON FOUNDATION PLAN PREFERRED METHOD w ly_ J WOOD SCREWS FROM SLOPES �7" MIN. EMBEDMENT FOUNDATION CLEARANCE 8d NAIL AT 12" O.C. ON RIDGE BEAM NOTES: ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 1/2" SPACINGS ALL FRAMING MEMBERS CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND ALLOWS NOT AT PANEL EDGES ¢ RIDGE TENSION STRAP DETAIL U) TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAIILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. HOLDDOWN NAIL PENETRATION INTO FRAMING IS ACHIEVED. INSTALLATION GYPSUM BOARD o o� w cz * INSTALL THROUGH FIRST FLOOR SHOE. 16d NAIL AT DOUBLE WlR PHD5 24" O.C. N STUD MIN, o —CORNER STUD '~ AT H D E ° 0 CONNECTED TO O ROOF RAFTER HOLDDOWN ° o X13TRANSFER SHEAR ° TAB L E R301 . 4 " mil (PHD5) ° 0 ° NOTE: SIMILAR CONNECTION SIDE WALL 8d NAIL AT 6" GA. STRAP-1 WIDE MIN. o AT FOUNDATION. .� 20 4 I ° O.C. (ALL PANEL +-j T' �( ) 2-16dCOMMON EDGES) MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) W 8 8d NAILS ®I SIDE WALL ° o NAILS AT 6" O.C. WOOD STRUCTURAL PANEL > EACH SIDE �I END WAIL INSTALLED IN ACCORDANCE WITH Z ®I 1 1 NAILING SCHEDULE (TABLE 3.1, USE LIVE LOAD 1 I UB OOR WCFM HIGH WIND EDITION S FL O I i (A) OUTSIDE CORNER DETAIL Jc N EXTERIOR BALCONIES 60 Cn W —BAND JOIST DECKS 40 V GYPSUM BOARD 8d NAIL AT —� PHD5 6" O.C. (ALL PASSENGER VEHICLE GARAGES 50 SIDE WALL PANEL c L . EDGES) ATTIC WITHOUT STORAGE 10 " TOP PLATE o o � Simpson Strong— Tie Simpson Strong — Tie WOOD STRUCTURAL ATTICS WITH STORAGE 20 P g o PANEL INSTALLED IN ROOMS OTHER THAN SLEEPING ROOMS A35— Chimney Framing PHD o ACCORDANCE WITH ° 40 o ° ° CORNER STUD NAILING SCHEDULE 16d NAIL AT HOLDDOWN ° ° CONNECTED D (TABLE 3.1, WCFM HIGH 24" O.C. SLEEPING ROOMS 30 ('3 OOF RAFTER RIDGE DETAIL 2 CORNER BRACING DETAIL (PHD5) ° 0 0 ° TRANSFER SHEAR WIND EDITION) o STAIRS 40 R Z 3 ° ° 8d NAIL AT 6" O.C. O SHEET NO. 3 SCALE: N .T.S. SCALE: N.T.S. DOUBLE ALL FRAMING MEMBERS GUARDRAILS AND HANDRAILS 200 FLOOR TO FLOOR ATUHARDWARE AT PANEL EDGES AN (g) INSIDE CORNER DETAIL HOLD DOWN 12 O.C. ON ALL MEMNOT CONNECTION BRACKETS AT SHEAR WALL CORNERS, FRAMING ATPA ELREDGES WINDOW AI`\ID DOOR OPENINGS: EXTERIOR CORNER FRAMING (FLOOR TO FLOOR & FLOOR TO, FOUNDATION; WFCM FIGURE 3.7a & 4.7b ( TABLE 3. 1 WFCM HIGH WII N D EDITION (TABLE 3.2 WFCM HIGH WIND EDITION) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT The design of this structure is based upon prescriptive approach using the G E N E R A L N 0 T E S: Wood Frame Construction Manual (WFCM) 2001 SBC published by The American NAILING SCHEDULE CONNECTIONS RESISTING LATERAL & SHEAR LOADS Forest and Paper Association and the 'RESIDENTIAL CODE of NEW YORK STATE'. 1, All works shall be performed in accordance with all state, ANCHOR BOLT CONNECTION FOUNDATION BRACING WALL PERMITER MAXIMUM ANCOR BOLT SPACING 2007 municipal, IOCOI zoning and building codes and ordinances NUMBER OF NAILS SUPPORTING EDGE NAIL SPACING (IN) (1/2 ANCOR BOLTS) having jurisdiction and best standards of construction 1 JOINT DESCRIPTION NAIL SPACING 1 STORY 30 For the Climatic and Geographical Design Criteria, see Table R301.2(1) on practice. SILL PLATE TO FOUNDATION sheet no. 1 The American Institute of Architects Conditions shall apply 4-8d PER RAFTER (CRAWL SPACE OR BASEMENT) 2 STORY ALL 30 All non engineered lumber to be Douglas Fir#2 or better to all work performed on this project, RAFTER TO TOP PLATE TOE-NAILED 3 STORY 30 Wind Urn itations-Section R301.2.1 2. The Contractor shall verify all conditions at the site. Any CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST Design Criteria-Section R301.2.1.1. (See Table R301.2.1.2, for Wind-Born Debris discrepancies must be brought to the attention of the Architect Protection Fastening Schedule For Wood Structural Panels) prior to commencement of construction. The Contractor shall be CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP Dead Load-Section R301.3 responsible for corrections not reported once he has started work NOTE: MAX 12" FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMPSON ,SEE DETAIL. Live Load-Section R301.4 except for hidden job conditions. ;7CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP Light and Ventilation-Section R303 3. Contractor shall guarantee to the Owner that all materials and O (TABLE 3.8 WFCM HIGH WIND EDITION) Minimum Room Area-Section R304 equipment ibe a of snood o atin the worts will be new, and that all work _ COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TIE Ceiling Height-Section R305 g quality, free from faults and defects fora period BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Sanitation-Section R306 of one year form the date of the final Certificate of occupancy. Toilet Bath and Shower Space-Section R307 4. The Architect shall not be responsible for the construction means, a TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Glazing-Section R308 method, techniques, sequences or procedures, or for the safety _ OR PANEL SIDING FOR 8d COMMON NAILS Garages and Carports-Section R309 precautions and programs in connection with the work, and he WALL FRAMING Emergency Escape and Rescue Opening-Section R310 shall not be responsible for the contractors failure to carry out INCHES O.C. Exit-Section R311 the work in accordance with the construction documents. The TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE 1) PER FOOT 6 (SEE NOTES 3) Landing-Section R312 Architect shall not be responsible for the acts or omission by 4-16d JOINTS - EACH SIDE EDGE ZONE RIMR 16 E Ramps-Section R313 the contractor No changes shall be made in the documents w TOP PLATE AT INTERSECTION FACE-NAILED F Stairway-Section R314 and/or the building as designed without the expressed written o 2-16d 24' O.C. E 6 Handrail-Section R315 consent of the Architect. STUD TO STUD FACE-NAILED INTERIOR ZONE t6 F 12 (SEE NOTES 2) Guards-Section R316 5. The contractor and all subcontractors shall maintain continuous HEADER TO HEADER FACE-NAILED 16d 16" O.C. ALONG EDGES E 4 (SEE NOTE 4 Smoke Alarms-Section R317 insurance coverage statutory policies (Worker GABLE ENDWALL RAKE AND RAKE TRUSS Foam plastic-Section R318 Compensation, etc.) and general liability in an mount not cn TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2X4 STUD F Flame Spread and Smoke-Section R319 less than $ 5 million and automobile liability and damage oz 3-16d PER 2X6 STUD E= NAIL SPACING AT PANEL EDGE (IN) Insulation-Section R320 coverage not less than $ 2 million. The Architect shall be vl F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) Dwelling Unit Separation-Section R321 named insured o„ any and all policies. w 4-16d PER 2X8 STUD 1, FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH Moisture Vapor Retarders-Section R322 SIDE OF THE ROOF PEAK, THE 4 FEET PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 6. Provide 0.025 aluminum termite shield over fibrous Protection Against Decay-Section R323 BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOKING 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED N RAFTER/TRUSS FRAMING insulation at all perimeter sills. MEMBERS WITH G>0.49, FOR FRAMING MEMBERS WITH 0.42<G<0,49 THE NAILING SPACINGS SHALL BE REDUCED Protection Against Termites-Section R324 7. All wood in Contact with concrete or masonry to be Wolmanized FACE-NAILED) 2-16d (SEE NOTE 1,2 TO 6 INCHES 0. C. Site Address-Section R325 or pressure creosoted, ( PER FOOT 3. TABULATED 6" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Accessibility-Section R326 MEMBERS WITH G>0.49, FOR FRAMING MEMBERS WITH 0.42<0<0,49 THE NAILING SPACINGS SHALL BE REDUCED Flood Resistant Construction-Section R327 8. A single station smoke detector alarm device shall be installed FLOOR FRAMING TO 4 INCHES 0. C. in each bedroom, on all floors and shall be all interconnected per code. 4-$d PER JOIST 4, TABULATED 4" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING 9. All bathroom without operable windows to be mechanically ventilated MEMBERS WITH G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED Foundation-Chapter 4 as per New York State Code. JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED Design based upon presumptive load bearing values of sandy gravel and or gravel TO 3 INCHES 0. C. 10. Heating to be designed to provide 70 degrees F. with outdoor 2-8d EACH END of 3000 pounds BRIDGING TO JOIST TOE-NAILED s designed oir-temperoture of 0 degrees F. and 15 MPH wind. BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK (TABLE 3.9 WFCM HIGH WIND EDITION) Per square foot. Contractor to consult Arcitect if different soil materials are 11. All electrical work to be in accordance to the rules and found upon excavation, regulation of N.Y.B.F.U. and a N.Y.B.F•U, certificate Is 3-16d EACH JOIST SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT or test hole, for alternative footing and foundation wall design• to be presented to the Owner at the completion of the job. LEDGER STRIP TO BEAM FACE-NAILED CONNECTIONS RESISTING LATERAL& SHEAR LOADS 12. Plumbing Installation to comply with State and Local codes (- JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST Foundation Notes: and the sewage disposal system to rr-eet Health Department standards. i SHEATING LOCATION STUD SPACING BRACING WALL PERMITER MAXIMUM NAIL SPACING 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing 13. Do not scale drawings. Use figures dimensions only. LL.I 3-16d PER vOIST OR PANEL SIDING FOR 8d COMMON NAILS 8" poured concrete foundation Wall, 8'-0" high, 3000 test P 9 # 14. All work to conform to the rules and regulations of the New York Ud BAND JOIST TOJSILL END-NAILED Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing Energy Conversation Construction Code. All glazed area to be double BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d PER JOIST (SEE NOTE 1) INCHES O.C. (1/2" ANCHOR 16"x8" poured concrete wall footings, 3000# test glazed and all exterior door to have insulated cores, (D ROOF SHEATHING E 6 2-1 3/4"x11 7/8" Microlom Girder (or 3 1/2"x11 7/8" Power Beam) 15. The insulation protection as indicated on these plans exceeds z 4" EDGE ZONE 18 F S N 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier the Code's minimum standards, 8d (SEE TABLE 3.8) Dam proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and STRUCTURAL PANELS E s P P 9 g shall remain the property of the Architect whether the project for INTERIOR ZONE t6 F t2 30"x30"x12" deep poured concrete column footings, 3000# test P P Y P J DIAGONAL BOARD SHEATING CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not, They may not be used Q 2-8d PER SUPPORT on any other project except by written authorization of the Architect, E- NAIL SPACING AT PANEL EGDE (IN) Deck and porch flootings as noted, 3000# test, 48 minimum buried depth r/ " " " " 17. Architect has not been retained for site supervision, on-site 1 X6 OR 1 X$ 3-8d PER SUPPORT F= NAIL SPACING AT INTERMEDIATE(SUPPORTS IN THE PANEL FIELD (IN) " inspection and certifications as required or requested b the Owner, Q 1"X10" OR WIDER 1. FOR WALL SHEATING WITH 4 FEET OF THE CORNER, THE 4 FEET EDGE ZONE ATTACHMENT P q q y CEILING SHEATING REQUIREMENTS SHALL BE USED, Foundation wall to extend a minimum 8 above finished grade All footing to be carried down to undisturbed soil contractor or local building deportment. 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS WITH NO footingshall be set higher than a 30 degree from other footing 5d COOLERS 1" EDGE 10" FIELD G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49. THE NAIL SPACINGS SHALL BE REDUCED TO 6' O.C. g g angle g any g Q GIPSUM WALLBOARD 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED Pour no concrete on frozen ground or in freezing Water, WALL SHEATHING FOR COMMON NAIL Provide 3 1/2' steel lolly columns. Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS 8d (SEE TABLE 3.9) USE SIMPSON STRONG CONNECTORS SIMPSON H-8 strength and has been anchored to the floor above, or has been sufficiently ec STRUCTURAL PANELS 5- 8D TO STUD FOLLOW PRODUCT SELECTION braced to prevent damage by the baekfill (Section R404.1,7.) ECTION GUIDE AND TIE G Floors - WFCM Prescriptive Method. FIREBOARD PANELS 4- 8D TO PLATE Floor framing shall be nailed in accordance with Table 3.1 WFCM HIGH WIND EDITION, INSTALLATION MANUAL FOR HIGH WIND RESISTANT 6d 3" EDGE / 6" FIELD (EVERY STUD) SIMPSON Draftstopping - Section R502,12 CONSTRUCTION CATALOG C-HW02 0 7/16 9/8' ANCHOR BOLT (14") Fireblocking - Section R502.13. Z 25 32" 8d 3" EDGE / 6" FIELD ANCHOR BOLTS IN FOUNDATION USE: BP-3 PLATE Son SSTB28 WITH BEARING PLATE, SEE FOUNDATION Sim Strong-Tie Tie W 5d COOLERS 1" EDGE 10" FIELD 7" MINIMUM EMBEDMENT Floor Construction: P 9- Q GIPSUM WALLBOARD 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING U210 2X6 (SEE ANCHOR SCHEDULE, Floor joists, see Foundation and Floor Plans, spacing as noted. 8d (SEE TABLE 3,9) j P 9 0 HARDBOARD .t UJ ON DWGS A-3.1 AND A-3.2) Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER PARTICLEBOARD PANEL 8d (SEE TABLE 3.9) 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Q SIMPSON Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-1Od X 1 1/2" DIAGONAL BOARD SHEATING ; �° , t60 USE (4)-8d NAILS AT EACH END ,� " " 2-8d PER SUPPORT o' ° PHD5-SD53 Wall construction - WFCM Prescriptive Method, 1 X6 OR 1 X8 �° •°°. °' ' (14) SDS Ya" X 3" WOOD SCREIWS Wallfroming and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: NOTE: 1"X10" OR WIDER 3-8d PER SUPPORT s. D •° °.° ,° ' ,° 7" MIN EMBEDMENT Table 3.1 WFCM SSP CONNECTOR AT 16 O.C. FLOOR SHEATHING °.° 4 ,4 ,°a•o o•� 1x6 fascia, wrap c (SEE FOUNDATION PLANS A-3.,1 AND P USE (4)-8d NAIL,. AT EACH END ATTACH LEDGER TO FRAMING Overhangs as noted. '° °• ° , ° ,'° °•� a °• C • A-3.2 FOR LOCATION) Vinyl vented soffits. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG STRUCTURAL PANELS ° ° ;•4.° c e' '° �'a '° '° (MINIMUM DOUBLE STUD) Alluminum gutters and leaders, Siding: see Elevations. MTS 36, 16" Q.C. " 8d 6" EDGE / 12" FIELD ° , °'° °•>' D '> °D °D '> ;d f'" , c • Tyvek housewrop. USE (4)-8d NAILS AT EACH END BOLTS AT 16 ON CENTER 1 OR LESS " " ° ,° °• , e ° , a °� , C °. • cj� a 1/2 plywood sheating, see fastening schedule, Table 3.1 WFCM. FLOOR TO FLOOR CONNECTION USE: GREATER THAN 1" 10d 6 EDGE / 6 FIELD ,• •a 4�a 4•° . � �° . o °° 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate MSTA 36, 16" O.C. DIAGONAL BOARD SHEATING '.°a °. °c °•°It °•°a ° ' S/8 Typesum X GWBll board in garage. USE (4)-8d NAILS AT EACH END Simpson Strong-Tie 2-8d PER SUPPORT �'A '� �'° ° °° 1/2" MR GWB in wet areas RAFTER TO STUD CONNECTION USE: ' ' > ,,, • • ' At least one window in each sleeping room shall comply with the exit re irements MTS 36 EACH ROOF RAFTER 1"X6" OR 1 X8 " SEE PLAN 1 3�4 MINIMU D ' ° °�;;n D P• 9 P Y q U210 2X6 F- 1"X10" OR WIDER 3-8d PER SUPPORT ° ° ° of section R310. USE 8 16d NAILS AT EACH END EDGE DISTANCE a a �.° o °D Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST 1. NAIL REQUIREMENTSAREA BASED ON WALL SHEATING NAILED 6" ON-CENTER AT THE PANEL EDGE IF WALL SHEATING IS .D �' figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER NAILED 3 ON-CENTER AT THE PANEL EDGEDECK Follow exterior corner framing detail figure R602.10.5 4-1Od x 1 1/2" U � TO OBTAIN HIGHER SHEAR CAPACITIES. NAILINIG REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR WALL TO FOUNDATION CONNECTION Roof asser.nblies - WFCM Prescriptive Method PBS44A�ORTEACH NPOSTE CONNECTION USE: ALTERNATE CONNECTORS SUCH AS SHEAR PLATES. Asphalt strip shingles shall have minimum of six (6) fsteners per shingle (section z SHALL BE USED TO MAINTAIN THE LOAD PATH. SHEATING CONTINUOUS OVER (CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED Underlayment application (Section R905,2,7.)R905,6) DECK POST TO GIRDER CONNECTION USE: SIMSON STRONG - TIE PC44 FOR EACH POST ry J 2. WHEN WALL e e For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- '1 TO BE REDUCED TO 1-6d NAIL PER FOOT. „ o GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie 1 1/4 COIL STRAP - 16„ O.C. percent slope), MTS12 0 EACH JOIST USE 4-SD NAILS @EACH STUD up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), U210 2X6 e underlayment PORCH POST TO DECK USE: ..° WRAP UNDER SILL PLATE shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PS720 (ALIGN WITH JOIST BELOW) P„ AT EACH DECK/PORCH JOIST c of MIN. OVERLAP IS 12" underloyment felt layers with and starting at the eaves , fastened sufficiently to PORCH POST TO GIRDER USE: PS720Zk }� hold in place. PORCH ROOF RAFTER TO GIRDER USE: overlappingng t the eave , apply 36- Inch wide (914 mm( sheets of underlayment, H2.5A AT EACH ROOF RAFTER TYPICAL PORCH / D EgC11� x l� G E R C successive sheets 19 inches (483mm), and fstene( sufficiently to hold in place. CONNECTIONS 0 N For roof slopes of four 4 units vertical in telve 12 units. Ice Protfction (Section R905.2.7.1) O Underlayment in High wind (Section R905,2,7,2) STU Y2 BEARING PLATE Flashing (Section R905.2.8) Chimney and firespaces - Chapter 10 DOUBLE 2X MIN. Energy Efficiency - Chapter 11, see attached report SIMPSON STRONG-TIE Mechanical - Chapter 12 FOR HEADER OR MTS36 OR 1 1/4" COIL General Mechanical System - Chapter 13 BEAM Heoitng and cooling equipment - Chapter 14 ■ } STOCX Exhaust Sustem - Chapter 15 Z Strong-Tie Duct System - Chapter 16 meson AT EACH ROOF RAFTER USE Combustion Air - Chapter 17 AC4 ff 8-160 NAILS AT EACH END, Chimneys and Vents - Chapter 18 T EACH POST Plumbing - Part VII .c 12" WIN OVERLAP PER •` (n W COMPONENT Simpson Strong-Tie (3) U V4 STUD TO ROOF RAFTER CS20 1%" COILED Y2" THREADED ROD STRAP. MIN 12" REQUIRED FOR STU 1/2----, CONNECTION r- OVERLAP AT EACH x STUD o a M SIDECO ER CNW NUT COUPLER o 0 0 0 MIN EDGE, FLOOR TO FLOOR e DISTANCE'* PLATE TO R M JOIST AND - °SIMPSON STRONG - TIE CONNECTIONSI LL RT2.5 ,. o �o 0 ,� `-'��a4`,��.• '••••• Q°'� �'• MIN EDGE SHEET N0. 1 1 /4 COIL STRAP - RIM JOIST TO STUD CONNECTION ? -'�' �• DISTANCE* 16" O.C. USE 4-8D14 FLOOR TO FLOOR AB Simpson Strong-Tie *NOTE: SEE MANUFACTURERS NAILS AT EACH STUD CONNECTIONS: AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR MIN OVERLAP IS 12" INSTALLATION CANTILEVER CONDITION PORCH COLUMN CONNECTIONS