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Home My WebLink About34190-ZFORM 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 ~ap No. 473889 Section 127 Block 9 I~Dt 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 wh/ch 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 GAPd%GE AS APPLIED FOR. The certificate is issued to CAROLYN DIRESTA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-08-0082 EI~t~rKICAL c~KTIFICATH NO. 127213 I~[~ERS C~TIFICATION DA'r~u 07/01/09 A DEMARINIS, INC 06/12/09 06/08/09 Authorized Signature Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING. DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CF~'I'IFICATE OF OCCUPANCY ~Fhis. application must bo filled.in by typewfit~ or iak and submitted to the. Build~ Depa~ment with the following:. For new blKldinoo or'new use: 1. F~na! Bllt'~oy ofprop~ w~ch ~ l~on of ~ ~, ~ ~ s~ ~d ~ ~ or ~ .F~ ~ ~ ~ ~t of~.~ly ~d ~~~ (S-9 fo~). : 3. ~m~ ofel~'~ ~m ~ of~ Und~. 4. Sworn ~t ~m pl~ ~ ~'~ ~ ~ ~ ~ ~'!~ th~ ~10 of I~ l~& 5. ~mm~'b~ ~ ~.m~ ~ ~d slm~r ~in~ ~d ~afio~,.a ~ of ~ ~1~ ~ ~.or ~'~3~ f~ ~e b~lding. 6. ~t P~nnlnS ~ ~ of~ si~ p~ For ~g'b~s ~Ho~ to ~ 9, 195~ n~o~.~, ~.bufl~S ~d ~p~ l~d. ~: 1. A~o ~ ofPm~ ~ho~ ~[ ~~, ~,.b~ ~d.~al ~ f~. 2. Ap~ly ~1~ ~p~on ~d ~ ~ ~ si~ by ~ ~pti~t. ~ a ~fi~te of O~cy ~ de~ ~ Buil~g ~p~tor s~l'smte ~0 ~ons ~for ~ ~g to ~e appU~. C4 Fees · L Certificate:of Occupancy ~ New dwelling.$25.00i Additions to dwelling $25.00, Alterations to dwelling $25.00, Swim~in~ Pool $25.00, Ac, ce~goFy bui~d~. $2~.00, Additions to accessory building $25.00, Businesses $50.00. Certificate ofOccupancyOn prc~xisting Building- $100.00 3. Copy of Certificate ofOccupancy - $.25 Updated'Ce~ificate of Occupancy. $50.00 T~mporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New .ConstructiOn: N/ Old or Pre-existing Building:. HoUSe No. .Street~ - .OWner or OwnersofPwperty: '0_~C;~ ~_ C) ~.r'~ ;'~ -. Suffolk county Tax Map No l.000, gection I~00- I~L'~-ifi'%l~cck -' Health Dept. Appwvzl: -.Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ O O UndeIwfiters Approval: ,/ Finai Certificate: o te. -6 -o 2 (che~k ona) Hamlet (cheek one) Applicant Oil~nature LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. 670 MIDDLE COUNTRY ROAD ST. JAMES, NEW YORK 11780 (631) 205-3075 Fax (631) 265-6057 Application No.: 127213 Permit Number: 34190 Block: Lot: Section Owner: Greentree Development Corp Address: 105 White Eagle Drive Municipality: Laurel NY OwnerPhone Agent: G.C. Electric, Inc. Address: 102 Keyland Ct. Bohemia License#: Agent: NY 11716 gce No. ITEM SIZE No~ ITEM SIZE No..._~. iTEM SIZE 45 Switches: 0 SubFeeds: 0 PoolsAbvBIo: 42 Receptactos: 0 Timers: 0 PoolslnGround: 9 GFCI Devices: I Transformers: bell 0 Pools Filter: 0 Dimmers: 2 ACEqulpmentCentral: 30 0 Pools Lights: 57 MedlumBaseFixtures: 0 ACEquipmentWlndow 2 CO Detectors: 1 FluroescentFixtures: 0 MotorsbyHP: 0 Disposal: 0 HID: 0 Generators: 0 Metal Halide Lamps: 0 RangeOvenCookTop: 0 WhlrlpoolHotTub: 1 RefrigUnlts: 1 DryerElectrlc: 30 0 Microwave: 0 WalklnBox: 4 ExhaustFans: 0 WaterHeaterElectrlc: 0 ExhaustUnit: 0 CellingFans: 6 SmokeDctectors: 0 SteamShower: 1 DW: 0 TrackLIghtlngStrip: 0 BreadWarme~s: I Laundry: 0 ElectrlcH®at: 0 Garbag®Dlsp: 3 HeatingEqulpMotom: 0 PumpMotor: 1 CentralVac: 0 ExltSigna: 0 Disconnects: 0 ChandellerLifts: 0 Eme~gencySigns: 0 FutureOutlets: 0 ElevatorLIfta: LOCATION OF WORK: ~ Basemen [~ FirstFIoor [~ SecondFIoo [] Outside [] Addition ~ Survey ~ New Const. Comments Final 6/5/09 Rivera / Additions ~OH ~ UG ~ Amp: 200 Phase: 1_ Volts: 120/2 WireType: (~[,J Conductor 2/~0 # Meters: 1_ Electrical Certificate Certificate No. 127213 LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. THIS CERTIFIES THAT OUR LOCAL DISTRICT Certificate Issued on: 6/8/2009 Issued to Greentree Development Corp Address: 105 White Eagle Drive Laurel NY G.C. Electric, Inc. 102 Keyland Ct. Bohemia NY 11716 INSPECTOR CONDUCTED AN INSPECTION OF THE VISIBLE PORTION OF THE ELECTRICAL INSTALLATION DESCRIBED HEREIN AND IS COMPLIANT WITH THE CURRENT NATIONAL ELECTRICAL CODE. IAEI Certified Inspector 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 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPD~RTMENT 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 GAR3~GE, BILCO, AS APPLIED FOR. 4 BDRM PER SCHD. at premises located at 105 WHITE EAGLE DR County Tax Map No. 473889 Section 127 Block pursuant to application dated SEPTEMBER 26, 2008 LAUREL 0009 Lot No. 028 and approved by the Bl~iFee lding$ Iilspector2,929.20to expire on~ 10~// ' ~d gig~ature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING ~/FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. ~,~INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ] ROUGH PLBG. [ ]INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ~)~ FIRE RESISTANT PENETRATION REMARKS: DATE .INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ~ ROUGH PLBG. [ ] FOUNDATION 2ND STRAPPING [ ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] INSULATION ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: DATE 3 ~-10-- O? INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ~'ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [. ]F~ATI~iD~..~ [ ]INSULATION [ ~ FRAMING/~P~ING .~ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTO~~ 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 REMARKS: INSPECTION ~'~FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: /~ ~'~~-~ DATE /t-/~'-O~iNSPECTOR~~-~--~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 rml,B [NSPECTION REPORT I DATE FO~ATION (1ST) ..................................... ~0~0~ (~) ROUGH F~G & ~NSLTLATION PER N. Y. STATE ENERGY CODE TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SouthoidTown. NorthFork.net PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey. Check Septic Form N.Y.S.D.E.C. Trustees Expiration Flood Permit Examined ~ t ~- q , 20 ~9 ~ Storm-Water Assessment Form Approved q/~"~ ,20 ~)~ Contact: Mail to: Disapproved a/c (/3// ,~.q,~,~ Phone: /qg~/~ff:- 7/]~ ~'~ / 2~ ,2ol0 ~ , ~'-7--:~-q Building Inspector " ~jl~- ~'g'2""""""""""""""~ql !' !'; APPLICATION FOR BUILDING PERMIT ~/ < p26~[1~ ~1 IN Date ,20 I _ / STRUCTIONS - ~~ompletely filled in by typewriter or in ink and submitted to the Building ~spector with 4 sets of dans, 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 wate~ays. c. The work covered by this application may not be commenced before issu~ce of Building Pe~it. d. Upon approval oft~s application, the Building ~spector will issue a Building Pe~it to the applicant. Such a pe~it shah bc kept on the premises available for inspection throughout the work. e. No buil~ng shall be occupied or used in whole or in pa~ for ~y pu~ose what so cvcr until the Building Inspector issues a Ccgificatc of Occupancy. f. Eve~ building pe~it shall expire if the work authohzed has not commenced within 12 months a~er the date of issu~cc or has not been completed within 18 months from such date. If no zoning amendments or other re~]ations affecting thc propcay have bccn enacted in the intchm, thc Building Inspector may authodzc, in writing, thc extension of the pcmit for an addition six months. Thcrca~cr, a new pc~it shah bc required. ~PLICATION IS HH~BY M~E to the Building Depa~ment for the issuance of a Building Pemit p~suant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordin~ces or Re~lations, for ~c construction of buildings, additions, or aherations or for~val or demo]itio~ as herein descffibed. The applicant agrees to comply with all applicable laws, ordinances, building code, h~sing code, and rc~lations, and to admit authodzcd inspectors on premises and in building for necessa~ inspections~ ~ ~iggamre of applicator gamF, ifa ~n) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner ofpremises C/4 ./, I--/fA [~/g.--~---P/C ~ / '-(As on th~ 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. L°c/~91an~°~ which pr°p°sed wm'k will'bef' ~ ~.. ~ o~ k-Jk ,ti o_' done: ~,~ 't Hous~ ~Ul'hber Street J County Tax Map No. 1000 Section ] 2-r~I Block Subdivision Hamlet Filed Map No. Lot Lot 3. Nature of work (check which applicable): New Building Repair Removal Demolition State ex,sUng use and occupancy of prermseg and ~ntende(~ use and occupancy of proposed constmct~o . - a. Existing use and occupancy ~/0_ b. Intended use and occupancy /'~ff_ %: ~lg4 Addition Alteration Other Work 5. If dwelling, number of dwelling units If garage, number of cars Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of e~ structures, if any: Front 7q) 7q/ Rear Depth Height Number of Stories I, t( Dimensions of same structure with alterations or additions: Front : Rear, Depth Height Number of Stories .... 8. Dimensions of entire new construction: Front Rear Dep't}t~ ~ Height Number of Stories ~ - , 9. Sizeoflot:Front I~,O 0 ~ 10. Date of Purchase Name of Former Owner /9 11. Zone or use district in which premises are situated ~ ~.-~ , 12. Does proposed construction violate any zofi~ng law, ordinance or regulation? YES NO ./ 13. Will lot be re-graded? YES NO v Will excess fill be removed from premises? YES NO Phone No. dX dj 14. Names of Owner of premises Address . Nme of Architect Address /[;~0_l [6_L ~.d_ PhoneNo Name of Contractor Address Phone No. 7z7- 7 ¢ ¢3 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES * 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. NO 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 · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) SS: COUNTY (~am~-'P'[; 5C 4 ~ q~0.~ being duly sworn, deposes and says that (s,he is the applicant e of individual si~ing conttact) above named, ~ ~o. 018~618~50 (S)He is the (Contractor, Agent,~omte Officer, etc.) of said owner or owners, and is duly authorized to perfom or have peffomed the said work and to make and file t~s application; that all statements contained in this application are tree to the best of ~s ~owledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. S~vom to before me this ',,-~.(v~/~ day of.~,~,l~':-c~ 20 D~ Notary Public Signature of Applicant REScheck 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: Location: Construction Type: Heating Type: Non-Electric Glazing Area Pementage: 19% Heating Degree Days: 5750 Construction Site: NW CORNER OF WHITE EAGLE DRIVE & WOODSIDE LANE LAUREL, NY 2007 New York Energy Conservation Construction Code Suffolk County, New York Detached 1 or 2 Family Owner/Agent: CAROLYN DIRESTA NY (631) 680- 8378 Designer/Contractor: CHARLES THOMAS, R.A, 206 LINCOLN STREET RIVERHEAD, NY 11901 (631) 727-7993 Compliance: 29.5% Better Than Code Maximum UA: 876 Your UA: 618 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 Dcor 1: Glass Wall 2: Wood Frame, 16" o.c, Basement Wall 1: Solid Concrete or Masonry Wall height: 7.0' Depth below grade: 4.0' Insulation depth: 7.0' Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space Crawl 1; Solid Concrete or Masonry Wall height: 5.0' Depth below grade: 3.0' Insulation depth: 3.5' Inside below-grade depth: 3.0' 2830 15.0 15.0 91 393 38.0 38.0 5 1521 15.0 15.0 42 466 0.290 132 105 0.310 33 1376 15.0 15.0 61 1992 10.0 10.0 94 2830 15.0 15.0 85 848 10.0 10.0 75 Furnace 1: Forced Hot Air78 AFUE ~. -~ The proposed building represented in this document is consistent with t~ ~p~tiofls, and other calculations submitted with this permit application. The proposed systems have been designed~o~l{ ~e 20f~07 N~(~rY~"~ner{~/Conservation Construction Code requirements. When a Registered Design Professional has stam~l~l/r~ I~Q~.~j~p~ ar-e a~esting that to the best of his/her ~r~ov~ledge, belief, and professiona~ udgment, such plans.e[ sp~cificatio~a~ ~;~[l~act~C'~th I~,~(~ed~ ~ ~'ar~e~- '~i~e J - ' '' Signa~ ~,~Jl~[,~/ Date 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 REScheck Software Version 4.1.3 Inspection Checklist Date: 09/24/08 Ceilings: [] Ceiling 1: Flat Ceiling or Scissor Tr~ss, 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" c.c., R-15.0 cavity + R-15.0 continuous insulation Comments: [] Wall 2: Wood Frame, 16" c.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 17.0' insul, R-10.0 cavity + R-10.0 continuous insulation Comments: Exterior insulation has a rigid, opaque, weather-resistant protective covedng 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, descdbe features: #Panes Frame Type Thermal Break? Yes __ No Comments: Doors: [] Door 1: Glass, U-factor: 0.310 Comments: Floors: [] Floor 1: Ali-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 covedng 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: [] Join~, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. FI Recessed lights are 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: 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: [] Mafadals and equipment are installed in accordance with the manufacturer's installation instructions. [] Matedals and equipment are identified so that compliance can be determined. [] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. [] Insulation R-values and glazing U-factors are cleady marked on the building plans or specifications. Insulation is installed according to manufacturers instructions, in substantial contact with the sun'ace 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 at least R-8. [] Return ducts in unconditioned attics or outside the building are insulated to at least Supply ducts in unconditioned spaces are insulated to at least R-8. II 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-plus--embedded-fabric, 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: [] Fireplaces are installed with tight fitting non-combustible fireplace doors. [] Fireplaces have a source of combustion air, as required by the Fireplace construction previsions 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. [] 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: Atl 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 DIRESTA Report date: 09/24/08 Data filename: C:\Documents and Sattings~.dministrator\Desktop\TEMPORARY-CURRENT PROJECTS\RESCHECK\Diresta.mk Page 3 of Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Cireulating 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 Insulation Thickness in Inches by Pipe Sizes Fluid Temp. 2" Runouts 1" and Less 1,25" to 2,0" 25" to 4" Piping System Types Range(OF) 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 DIRESTA Report date: 09/24/08 Data filename: C:\Documents and Settings~Administrator~Desktop\TEMPORARY'CURRENT PROJECTS\RESCHECK~Diresta'rck Page4 of 4 CHARLES M. THOMAS, R.A. 7. D6 LINCOLN ST RIVERHEAD, NY 1 I 901 ~FFIDE (~31) 7£7-7~$ --FAX (6317 727-BE733 September 25, 2008 Re: Carolyn Diresta SCTM# 1000- 127-9-28 NW Comer 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~ ~.nd will not be located near the proposed sanitary system (which ii~ Yours tmly zo co Charles M. Thomas, Tow____ n of Erosion, Sedimentation & Storm-Water Run off A$8ESSMENT FOIIM PROP£RT¥ LOCATION: g.C,T.I~L #: THE FOLLOWING ACTIONS MAY REQUIRE THE 8URMIESION OF A STORM-WATER~ GRADING; DRAINAGE AND EROEION CONTROL PL~. CERTIFIED BY A DESIGN PROFESSIONAL tN THE STATE OF NEW Item N umber: (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Yes No 1 Will this Project Retain All Storm-Waler Run-Off Generated by a Two (2") Inch Rainfall on Site? r"~"' (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 Controfling Surface WaterFIow! -- 3 Will INs Project Require any Land Filling, Grading or Excavation where there is a change to the Natural ~ Existing Grade Involving more han 200 Cub c Ya ds of Matedal 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 Sudace? ~ -- 5 Is there a Naturai Water Course Nunning through the Site? ~ Is Ibis Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? ~ -- 6 Will there be Site preparation on Exisling Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to J'~ZJ One Hundred (100') of Horizontal Distance? E~ -- 7 Will Driveways, Parking Areas or other Impervious Sudaces be Sloped to Direct Stoml-Water Run-Off into and/or in the direction of a Town right-of-way? -- 8 Will this Projecl Require the Placement of Malarial, Removal of Vegetation and/or the Construction of F"~ any em W h n the Town Righl*of-Way or Road Shoulder Area? ~ -- (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Projecl Require Site Preparation within lhe One Hundred (100) Year Floodplain ct any Wa ercourse? [~ NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in tl]e Box, aStorm.Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building P~rmit! EXEMPTION: Does this project meet the minimum standards for classification as an Agdcullural Projecl? Note: If You Answered Yes to this Question, aStorm-Water, Grading, Dralnage&ErosionCont¢o pan sNOTRequlredl Y e~ No $'I*Arl~E OF NEXA~ YORK, ¢ -- ........... -~ ........ ~ ........ t"l ....... ~ ......... * g y - ' , p · } ' t [le/Sll~b~lt for Pel-lnit (Name el individual signin9 Docu~enl) Owner and/or represen~dve of fl~e Owller of Owner's, ~d is duly au~orized to perforn/or have performed ~e s~d work mid to m~e ~rt RIo this applicaQon; d~at ~at fl~e work will be performed in d~e m~ner set ford~ in ~e application filed herewi& Sx,orn to before hie ~o~l'r R~blic: ........................................................................................ (Signature of App~icang FORM - 06~07 SURVEY OF LOT 28 MAP OF GOLDEN VIEW ESTATES FILE No. 7770 FILED AUGUST 30, 1984 SITUATE LAUREL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-127-09-28 SCALE 1"=40' JULY 22, 2008 AREA = 40,055 sq. ff. 0.920 ac. Nathan Taft Corwin III Land Surveyor PHONE (631)727-2090 Fax (651)727-1727 OFRCE5 LOCm[9 ,~T ~UNC ADDRESS DWELMNG USES PUBLIC WATER PREPARED IN ACCORDANCE WITH THE MINIMUM\\ STANDARDS FOR TITLE SURVETS AS ESTABLISHED BY THE LLA. L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE '~'~b'LAN[3D ,,,-'~' N.Y.S. Lic. No. 50467 SURVEY OF LOT 28 MAP OF GOLDEN VIEW ESTATES FILE No. 7770 FILED AUGUST SO, 1984 SITUATE LAUREL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-127-09-28 SCALE 1 "=40' JULY 22, 2008 OCTOBER 51, 2008 STAKE FOUNDATION NOVEMBER 17, 2008 FOUNDA~ON LOCATION AREA = 40,055 sq. ff. 0.920 oc. ULSTER SAVINGS BANK FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK COPIES OF THIS SURV[Y I~ NOT BEARING THE LAND SURVEYOR'S iNKED SE. AL OR EMBOSSED SEN. SHALL NOT BE CONSIDERED TO BE A VALID 'I~UE COPY, AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. ' athan Taft Corwin III Land Survoyor ~tle Surveys -- Subdivisions -- S~te Plans -- Construction Layout PHONE (631)727-2090 Fox (631)727-1727 OFFICES LOCATED AT MAIUNG ADDRESS 322 Roonoke Avenue P,O. Box 1951 Riverheod, New York 11901 Riverheod, New York 11901-0965 \ \ SURVEY OF LOT 38 MAP OF GOLDEN VIEW ESTATES FILE No. 7770 FILED AUGUST ,50, 1984 SITUATE LAUREL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-127-0g-28 SCALE 1"=.30' JULY 22, 2008 OCTOBER 31, 2008 STAKE FOUNDATION NOVEMBER 1'7, 2008 FOUNDATION LOCATION JUNE 5, 200g FINAL SURVEY AREA = 40,055 sq. ff. 0.920 ac. CERTIFIED TO: ULSTER SAVINGS BANK FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: "~ ~ '" ' · PREPARED IN ACCORDANCE WITH THE MINIMUM ' - ~ 'i" D FOR SUCH USE BY THE NEW YORK STALE LAND 0 9~_~ l .-' l ~,( .~.~. ,~ " __ %, ~'"'*~'" ,,-' N.Y.S. Lic. No. 504-67 ONLY TO mE PERSON FOR WHOM 1HE SU~ IS PREPARe, ~D ON HIS B~ TO ~E ~ C~P~, ~NMEm~ AG~CY AND ~. ~HE ~I~ENCE OF RIGHTS OF WAY :~ ; .:J..~.'.--."-;"~ND/OR ~SEME~S OF RECORD, IF ANY, NOT SHOWN ARE NOT GUA~NTEED. Nathan Taft Corwin III Land Surveyor Title Surveys -- Subdivisions -- Site Plans -- Construction Layout PHONE (651)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAIUNG ADDRESS 322 Roanoke Avenue P.O. Box 1951 Riverheod, New York 11901 Riverhebd, New York 11901-0965 CULTURED STONE VENEER AS SELECTED PER OWNER~ RIDGE VENT CULTURED STONE VENEER CONC. BLOCK RIDGE VENT ALT SHINGLE ROOFINO-- DO NOT, PROCEED:Wi 9'-0" PLATE HEIGHT STONE WATER TABLE WINDOW 10" PERMACAST COL, DOOR SURROUNDS F R N 1,To,, E L E V A TI 0 N SCALE: 1 "= - STONE WATER TABLE WINDOW & DOOR SURROUNDS T,O, FIRST FLOOR CULTURED STONE VENEE~ CONC. BLOCK RIDGE VENT PLUME)lNG ALL F // ,~OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY AP R AS N TE NOTIFY BUlLDir,~G DEPARTMENT AT 765-1802 8AM TO 4P~ FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FO~ POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRgCTION MUST BE COMPLETE FO~ C,O. ALL CONSTRUCTION SHALL ME~ THE REQUIREBENT8 OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE FOR DESIGN OR ~ONSTRUCTION ERRORS. IO" PERMACAST COL, 'R E A/4 Ri, o,,E L E V A T,I 0 N SCALE: 1 "= - RETAIN STORM WATER RUNOFF PURSUANT TO CNAPTER 236 OF THE TOWN CODE, COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES A~ REQUIRED AND CONDITIONS OF -- -- __ SOUTHOLD TOWNZBA -- __ 80UTH~D TOWN PLANNING _ N.'KS, DEC T,O, FIRST FLOOR & DOOR SURROUNDS PLUMBER CER, TIFIOA T/ON CONT~ENT BEFORE )F OCCUPANCY so, ~R U~EO ,~ ~,,~ ~-E~ SUPPL ZSYSTEM,OANNO~ EXCEED ~O.OF 1% L~D. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, LU mm Q CER~IEICATION OF NAtLINq, ,& dONNEcTIONS REQUIRED. DESIGN CRITERIA GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHINS USE/ HEIGHT FiRE TYPE OF SNOW SPEED }ESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY AREA CONSTRUCTION LOAD (MPH) CATEGORY LINE TEMP, UNDERLAYMENT CLASSIFICATION ¢/EATNERIN6 DEPTH TERMINATE DECAY REQUIRED THESE DRAWINGS AND ACCOMPANYING SPECIFICA~ONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF TRE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY ME,OD, IN WNOLE ON IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM ~E ARCHITECT. W~E fO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM, SBALL CONSTI~JTE PRIMA FAQE EVIDENCE OF ACCEPTANCE OF ~ESE RESTRLCTIONS, SHEET 1 NO ~,_q,, .,_q,, ~,_~,, . ~, , ,, ~ ~ ; ~ FO~NDATI(~N PLAN I~1 ~;~ I K / SCALE: 1/4 = 1-0 1~1WALL ON 8"X16" POURED I CONCRETE FOO~NG I N .... ~'-4" ,,.-~.. ,~.-o~.. ...... ,'-4' ,-~" ,-e . .. ~'-¢ ,~'-,~" .... ~t' ~ ~ ~ BREAKFAST ~ - -- [ ~1 . 1/~" BLUESTONE 0~ II {~ e ~c,. /% '11 ~ I. - ........ II ~ ~ ~ ,~ ~_ ~ II L. I T II ' ~ ~ /~ ~ E IL~ I ~ II ~ ~ ~ ~ ~ ~.~'B'OC.R-3OINSUL XX~OC~,SUL. ; IIIN% '%2~ I ,, , ~ ~ ~ ~ II , ~: ~ '--: ~-- ,~. ~, ' ...... ' ~~ II -~ ~ ~ ~ sMoKE _ ~i , ~ ~ ~ ~ ~~ ~ ~ ~AY CElUNG ~ - II "g ~9 ~ I ~, ~ ,* ~ ~ ~ ~ ~ ~ Ii I II ' II~~ i- ~ I ALL SMOKE DEteCTORS TO BE , [ I ~, ~ c~..~ ~ -- lit~'-o" - ~: 167c-2 h HARD ~RED AiIH~RCONNECTED , ~ 10'6" C ~d~ : II ~ ~ ~,_~ ~ ~lmmr m NN~' ~~1 t % ~l Il II ~ ~-~m ~F---~ ..... q Yi --~_~ ~ll.il] .... ~ ~SMOX~ %% , I1~-- Iii I R ~ ~ M ~ I ~,, '~ L I V ~ ~1~ I~'-2" SPLAYCLG, FOR STAIRS UP ~ :[llll q ~mnr'. ~ ' ~ll " ~ m dm~ I . ~ AND BEDROOM CLOSET ONLY~ ~ ' 4ll~= ~ III ',~ 's~o~ ~8 <mmm 7'-~" ~m ~ *0~ 8m~ Ill ~ I I (s~E SECTION) ~ J I Ill~ ~ -- ~ ~ I m ~' -..~..~0. ~, m ~~F~o. ~l~ ) I~ ~=~ ~ BATH -- ---- .... .... ILL_. ~ I , ~..~ ill;~ ~:. -~.~ ~ mm~ ,~ mmm=~ _ ~ ~ , ____ / ............ fl ~ ....... ~ost to I I I ~N' st~. ~a~ oc _, o8 ~ mm m , Iii ~ d Il ]HR RATED 2 Ill ~ ~ ~ H~m5/B TYPE X SHEETROCK lmm~~ ~11~ I W~,LS~,,,~ d Jll ~ ~ ~ ~ ~ ~ o T ~ ~ ~ D ~ I A ~ ~1~~ , ~ ~l/ ,' F I I~ ~ I F L ~ ~ ~ F L ~ ~ = .......... Il iI I] LL .......... II Ii II Ii II II II ~ ATTIC ............. ~ ......... 2~ .... ~ ~1 II ~ ~ L I II ~ ~ SECOND FLOOR PLAN II SCALE: ~/4" = 1'-0" II II II II II II II ~ II ~ ~ ~ , II II ~ , , , ~'"~ ~, ~,.,~ ~'"~, ~'"~ ' ~,_,~ ~ ~'"~ ~,-,~ ~ ~.,~ PLUMBING RISER DIAGRAM SCALE: N.T.S RIDGE VENT CULTURED STONE VENEER RIDGE VENT RIDGE VENT M'xlo~ FR[EZE OD, 9'-O" PLATE HEIGHT VINYL SIDING FIRST FLOOR I0" PERMACAST COL, & DOOR sWiuNRDRO¢I/~INDS ~-10" PERMACAST COL. :=~R GHT S DE ELEVAT ON ?/2'= I..U NW rr mm RIDGE VENT BEE SEC~ON RIDGE VENT ASPHALT SHINGLE ROOFING ASRHALT SHINGLE ROOPli~ 10'-0" PLATE HEIGHT T,O. WINDOWS 1 xlO FRIEZE BD, 9'-0" PLATE HEIGHT %0. WINDO__WS BB. TO FIRST FLOOR ~NDOW & DOOR SURROUNDS WINDOW NE'//OJt, CARRIAGE DOORS BY "CLOPLA'~ NEW O,H, CARRIAGE DOORS BY 'CLOPLA'~ STONE & DOOR SURROUNDS FENEE~ WATER TABLE C~LEFT ,,SIDE ELEVATION SCALE: 1/4" = 1'-0 T.O, FIRST FLOOR THESE DRAWINGS AND ACCOMPANYING SPECIFICA~ONS, AS INSTRUMENTS OF SERWCE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESfRICT[D TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICA~DN BY ANY METHOD, IN WHOLE OR IN PART, IS PRONIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, llTLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT, VISUAL CONTADT WITH THEM SHALL CONS~E PRIMA FAClE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS ~2" X 12" RIDGE BE~ TYPICAL ROOF CONSTRUCTION O~ 15~ R~ ~T ON 1/2" CDX PL~OOD SH~ING, .... l"xG" FRIEZE BD, TYP)~ TYPICAL CEI:ING. CONSTRUC: .... 2 X 10 ~LIN6 JOISTS e 16 O,C. (2)-12' a.g ~. ~ ~ ~ ~ ~ ~ - W/R-38 BA~, INSU~ON . ~ ' ,,,lli ; ,/ TYPICAL WALL CONSTRUCTIO~---~~ TYPICAL WALL CONSTRUCTION - ~~ ,,-,,:~ ............. ...... ' x - ~':~;?:~.o... I ,,:,,:,, . 9-3 10" POURED CCNCRE~ FOUNDATION ~ CONCRETE FOO~NG ~ sca~[: ~/4"= ~,_o. ................ [ COMPACTED POROUS RLL ] SCA~[: 1/4" ~ 1'-0" THESE DRAWINGS AND ACCOMPANYINn SPEClFIOA~ONS, AS INSmUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERT~ OF mE ARCHITECT AN9 mEl~ USE AND PUBLICATION SHA~ BE RESTRICTED TO THE ORiGiNAL SITE FOR ~IOH T~E~ WERE PREPARED. REUSE, REPRODUCTION OR PUBLICAnON BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEP* B~ WRITTEN PERMISSION FROM THE ARCHITECT, ~E To roES[ PLANS SHALL R[MAIN WITH THE ARCHITECT.VISUAL CONTACT Wire THEM SHALL CONSTITU~ PRIMA FACIE EVIDENCE OF ACCEPTANCE OF mESE RESmlCTIONS, IO'-0" PLATE__H~EIGHT T,C1, WINDOWS TYPICAL WALL CONSTRUCTION CEDAR IMPRESSIONS VINYL SIDING TYVEK R~USE ARAP I/2" T.O. FIRST FLOOR Th PICAL CEILING ONSTRUCTION BUND JOISTS · 16" O.C. '--~ R-3B BAIT. INSULAllON TYPICAL ROOF CONSTRUCTION A~PHALT SHINOIF ROOFING OVER 15~ ROOF F~.T ON I/2" COX PLYI~/OCD SHEATHING. 2"X10" ROOF RAFERS · 16" O.C. 2"x12" HiP ATTIC ATTIC CLOSET CLOSET 2"x6" CCA SILL PLATE TERMITE SH 1/2" DIA. ANCHOR BOLT5 @ 52" O.C, 10" POURED CONCRETE FOUNDATION WALL ON A 10"x20" POURED CONCRETE FOO]ING W/2i~5) BARS CON~NUOUS ~N FOOTING LIQUID MEMBRANE WA]I~RPRODFINO COVE OVER FOOTING (TYP) (~RIDGING TO BE 1"X5" SOLID WOO 4 MILL VAPOR BARRIER X 12" RIDGE BEAM CLOSET SPLAY LAUNDRY RM. CLOSET TYPICAL INTERIOR ELEVATION SCALE: 1/4-" = 1'-0" ROOF CONSTRUCTION ASPHALT SHIRGU[ ROOF1NO OVER I§~ ROOF FELT OR I/2" CDX PLW~OD SHEATHING, 2~XlO" ROOF RAFTERS 0 I§" O,C. FASCIA BO, (TYP) FRIEZE eD. (TYP) DROP PLA]FORN TO 8'-0" CLG. DROP CLO, IN LAUNDRY AREA AND BEDROOM CLOSET ONLY, TYPICAL CEILING CONSTRUCTION 2" X lO" CEILING JOISTS · 16" O.C. 9'-0'~ PL~ATE_ ~EIGH~T . T,Q, WINDOWS 5 .c ,,R TYPIC,,, w,,,, CONSTRUCTION G A (~ E CEDAR IMPREDBONS UNY[ SIDING TYVEK HOUSE WRAP 1/2" CD X PLYWOOD SHEAINIHG ON 2"XD" WO. SIUDS · 16" O,C. R-21 INSULA]ION T O. FIRST FLOOR 10" POURED CONCRETE FOUNDATION WALL ON A 10"x20" POURED CONCRETE FOO~NG W/2~(5) BARS CON~NUOUS IN FOOTING MEMBRANE WATERPROOFING COVE OVER FOOTING (TYP) 6" POURED CONCRETE SLAB OVeR 6 MIL, POLYETHLENe VAPOR BARRIER ON WELL COMPACTED POROUS FILL RelNF. CONC, SLAB W/Dx6 10/10 W.W.M. B" POURED CONCRETE FOUNDATION WALL ON A 8~'x16'' POURED CONCRETE FOOTING LU n NW rr mm SCALE: 1/4-" = 1'-" t. x2 SHEET NO, 7 THESE DRAWINGS AND ACCOMPANYING SPECIFICA~ONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUBVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO ~dE ORIGINAL SITE FOR W~ICH THEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICATION DY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM ]HE ARCRITESE IlfLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT,VISUAL CONTACT WITH THEM SHALL CONSGRJ~ PRIMA FAClE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS I I I *~*,, I I %.%. 2'X10' rr ~ 16' OC. ~,~, \\ 2'X10" rr ~ 16' OC, \\ \ \ / \ \ .. ) 12'x,o' ~-. ,6' cc. 2'X10' rr · 16' OC, %% 2'X10' rr 0 16' OC. '%%, %%, \\ ~ SCALE: ~/4" = ~'-0''P L A N THESE DRANNGS AND ACCOMPANYIND SPECIFICAIIONS, AS INSTRUMENTS OF SERWCE, ARE THE EXCLUSIVE PROPERTY OF ?FIE ARCHITECT AND TREIR USE AND PUBMDATrON SHALL HE RESTRICTED TO THE ORID]NAL SITE FOR WHICH THEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICADON BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBIED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. RTLE TO THESE PLANS SHALL RENAIN WID~ THE ARDHI~CTVISUAL CONTACT WITH THEM SHALL CONSll~JTE PRIMA EACIE EVIDENCE OF ACCEPTANCE OF I'tESE RESTRIDTIONS. LIJ SHEET 8 NO TOP PLATE BOTTOM PLATE TOP PLATE SAND JOIST OR BLOCKING SILL PLATE RAFTERS AND CEILING JOISTS OR APPROVED ROOF TRUSS SECOND STORY FLOOR JOIST- SEE DRILLING AND NOTCHING PROVISIONS WFCM SECTION 3,,3,1.1,1 JO~ST OR BLOCKING JOIST IS PERMITTED TO BE CUT OR NOTCHED BETWEEN THESE LIMITS 1/5 SPANI ~ FOR BLOCKING SEE WFCM SECTION 5,5 tEARING PLATE JOIST 3 IN. MIN. TOP PLATE- DRILLING AND NOTCHING PROVISIONS WALL STUD- DRILLING AND NOTCHING PROVISIONS WFCM SECTION 3.4.1.1.1 JOIST ENDS TO BE BLOCKED AGAINST IN ACCORDANCE WITH WFCM 5,3.1,3-END RESTRAINT AND ,3.3.1.4 BRLDGING IN,x4 IN, RIBBON INTO STUD - FOR FIRE BLOCKING JOIST CRAWL SPACE OR BASEMENT FOUNDATION MONOLITHIC SLAB-ON-GRADE FOUNDATION PLATFORM FRAMING INTERMEDIATE SEARING WALL BALLOON FRAMING TYPICAL WALL, FLOOR & ROOF FRAMING WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD S~UCTURAL PANELS FASTENER SPACING FASTENER 2 FEET 4 FEET 6 FEET PANEL SPAN ¢ PANEL SPAN ¢ PANEL SPAN ~: PANEL SPAN TYPE ,< 2 FEET ¢ 4 FEET ¢ 6 FEET ~: 8 FEET 2 1/2" ¢6 16" 16" 12" 9" WOOD SCREWS wuuu uK.2..],,/~2"S/LBE WS 16" ,6" 16" 12" e. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 53 FOOT MEAN ROOF HEIGHT. b. FASTENERS SHALL BE INSTALLE[~ AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. c, NAILS SHALL BE 1Od COMMON OR 12d BOX NAILS. d, WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11,1 m) EXTERIOR WALL STRAPPING & ANCHORING SCHEDULE AREA HOLDDOWN USED / LENGIH NUMBER OF CAPACITY OF HOLDD( ~.~B}TES NAILS NOTES: ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN ~rlE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION, SSTD 10-99) TABLE 505 F1 FOR CAVE CONNECTIONS, TABLE 505 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND TABLE 3,2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS M[N, NAiL PENETRATION INTO FRAMING IS ACHIEVED, iNSTALL THROUGH FIRST FLOOR SHOE. ROOF RAFTER 20 GA. STRAP-I~" W/(8) 8d NAILS EACH SIDE WIDE MIN. Simpson Strong-Tie A55- Chimney Framing ROOF RAFTER / RIDGE DETAIL SCALE: N,T.S. CORNER AND PARTITION POSTS NOTE: A THIRD STUD AND/OR PARTITION INTERSECTING BACKING STUDS SHALL BE PERMITTED TO BE OMITTED THROUGH THE USE OF WOOD BACKUP CLEATS OR METAL DRYWALL CLIPS THAT WILL SERVE AS ADEQUATE BACKING FOR THE FACING MATERIAL. FRAMING DETAILS 16d NAIL AT 24" O.C. GYRSM BOARD INSTALLED IN ACCORDANCE WITH WFCM TABLE 3,1 IAd NAIL AT 6" O,C, LL PANEL EDGES) (G) OUTSIDe: CORNER DETAIL IAd NAIL AT 6" O.C LL PANEL EDGESI WOOD STRUCTURAL PANEL IN ACCORDANCE -WITH WFCM TABLE 3,1 8d NAIL AT 12" 0.0. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES BOARD INSTALLED IN ACCORDANCE WITH WFCM TABLE 5,1 16d NAIL AT 24" (b) INSIDE EXTERIOR STRUCTURAL PANEL iNSTALLED IN ACCORDANCE WITH WFCM TABLE 3,1 CORNER DETAIL Bd NAIL AT 6" O.C. ON ALL FRAMING MEMBERS AT PANEL EDGES AND 12 O.C. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES CORNER FRAMING BLOCKING SECTION A-A BUT NEED I EXCEED 15 FT. FOUNDATION Simpson PHD Strong-Tie ~]CORNER BRACING DETAIL ~CALE: N.T.S. ENDWALL -- ^ BLOCKING TOP PLATES BORED HOLE MAX DIAMETER 60% OF STUD DEPTH 5/8" MIN. TO EDGE ~STUD 5/8" MIN. TO EDGE NOTCH MUST NOT EXCEED 40% OF STUD DEPTH BORED HOLES SHALL NOT BE LOCATED iN THE SAME CROSS SECTION OF CUT OR WFCM 1995 SBC HIGH WIND EDITION SECTION 3.4.3.1.1 NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS TOP PLATES -- BORED HOLE MAX DIAMETER 40% OF STUD DEPTH 5/8" MIN. TO EDGE NOTCH MUST NOT EXCEED 25% OF STUD DEPTH BORED HOLES SHALL NOT BE LOCATED IN THE SAME CROSS SECTION OF CUT OR WFCM 1995 SECTION NOTCHING AND FOR EXTERIOR FLOOR FLOOR TO FLOOR CONNECTION BRACING AT END BAYS (WFCM FIGURE 5.6b) lOT ~ V/Z'"" H/~ BUT NEED NOTI / ~' EXCEED 40 Fl, MAX~ CLEARANCE FROM ROOF FRAMING HEAnFI~ ~I:~uNI A A HEADER STUDS ~UI LS~)TsH ~ WA R UIRI TYPICAL FRAMING AND UPLIFT CONNECTIONS FOR OPENINGS TOP PLATE SEE STUB TO RAFTER STUD TO STUD DETAIL NO~: UPLIFT CONNECTION IS REQUIRED AT EACH END OF HEADER AND AT BOTTOM OF HEADER STUDS IN ADDITION TO CONNECTORS AT WALL STUDS AND AT TOP AND BOTTOM OF CRIPPLES OF FOOTING 8d NAIL AT 4" O.C. 12" MAX. I BASED ON SHEAR WALL REQUIREMENTS SLOPES NO CEILING DIAPHRAGM REQUIRED GABLE --15/32 WOOD STRUCTURAL PANELS ONGABLE FACE AND ON WALL BELOW BASED ON SHEARWALL REQUIREMENTS ENDWALL, BALLOON FRAMING PREFERRED METHOD 8d NAIL AT ~2" O,C. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES GYPSUM (P~OS) TRANSFER SHEAR HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, WINDOW AND DOOR OPENINGS: (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE 5.7a & 4.7b) 5/8" MIN, TO EDGE IF HOLE IS BETWEEN 40% AND 60% OF STUD DEPT~ THEN STUB MUST BE DOUBLE AND NO MORE THAN TWO SUCCESSIVE STUDS ARE DOUBLED AND SO BORED SBC HIGH WIND EDITION ,3.4.1.1.1 FIGURE ,3.2B BORED HOLE LIMITATIONS WALLS AND BEARING WALLS CONTINUOUS AT 6' O.C. -- 2-10d NAILS OR CEILING JOIST 5d COOLER NAILS AT 10" 2"x4" BLOCK NAILED TO EACH BRACE WITH 4-10d NAILS GYPSUM BOARD 5d COOLER NAILS AT 7" O,C, 20 GAUGE STRAP 10-8d NAILS -- ENDWALL STUDS CEILING BRACING GABLE ENDWALL {WFCM FIGURE 3.6a) RIDGE TENSION STRAP USE 8-8d COMMON NAII. S ~EACH END OF 1-1/4 ~ 20 GAUGE STRAP RIDGE BEAM RIDGE TENSION STRAP DETAIL -16d NAIL AT 24" O,C. NAIL AT 6" O,C, (ALL PANEL EDGES) STRUCTURAL PANEL INSTALLED IN ACCORDANCE WITH NAILING SCHEDULE (TABLE 3,1, WCFM HIGH WIND EDITION) (A~ OUTSIDE CORNER DETAIL BOARD 8d NAIL AT 0 C, (ALL PANEL EDGES) WOOD PANEL INSTALLED ACCORDANCE NAILING (TABLE 3.1, WCFM WIND EDITION Bd NAIL AT 6" O.C. ALL FRAMING AT PANEL EDGES AND 12" O.C. ON FRAMING MEMBERS NOT AT PANEL NAIL AT 24" O,C, (BI INSIDE CORNER DETAIL T A B L E R501.4 MINIMUM UNIFORMLY DISTRIBUTED LOADS USE LIVE LOAD EXTERIOR BALCONIES 60 DECKS PASSENGER VEHICLE GARAGES 50 ATTIC WITHOUT STORAGE 10 ATTICS WITH STORAGE 20 ROOMS OTHER THAN SLEEPING ROOMS 40 SLEEPING ROOMS 50 STAIRS 40 OUARDRAILS AND HANDRAILS 200 EXTERIOR CORNER FRAMING SHEET NO. D-1 (TABLE 5.1 WFCM HIGH WIND EDITION) NAILING SCHEDULE JOINT DESCRIPTION RAF1ER TO TOP PLATE (TOE-NAILED) CEILING JOIST TO TOP PLAlE (TOE-NAILED) GELLING JOIST TO PARALLEL RAFTER (FACE-NAILED) CEIUNG JOIST OVER PARTITIONS [FACE-NAILED) COLLAR TIE TO RAFTER (FACE-NAILED~ BLOCKING TO BAFTE~ (TOE-NAILED) TRIM BOARD TO RAFTER (END-NAILED) WALL FRAMING NUMBER OF NAILS 4-8d 4-8d 9-16d 9-16d B-Sd 2-8d 2-lDd NAIL SPACING PED RAFTER PER JOIST EACH LAP EACH LAP P~ TIE EACH END EACH END TOP PLATE TO TOP PLATE (FACE-NAILED) TOP PLATE AT INTERSECTION (FACE-NAILED) STUD TO STIJD [FADE-NAILED} HEADER TO HEADER (FACE-NAILED) TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d (SEE ,O~E 1) 4-16d 2-16d 16d 2-16d 3-16d 4-16d PER FOOT JOINTS - EACH SIDE 24 O,C, 16" O,C, ALONG EDGES PER 2X4. STUD PER 2)(6 STUD PER 2X8 Slljo BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOKING FACE-NAILED) 2-16d (SEE NOTE 1,2 PER FOOT FLOOR FRAMING 4-8d PER JOIST JOIST TO SILL, TOP PLATE TO GIRDER (TOE-NAILED) BRIDGING TO JOIST (TOE-NAILED) 3LOCKING TO SILL OR TOP PLATE (TOE-NAILED) LEDGER STRIP TO BEAM (FADE-NAILED) JOIST ON LEDGER TO BEAM (TOE-NAILED) BAND JOIST TOJOIST (END-NAILED) BAND JOIST TO SILL OR TOP PLATE (TOE-NAiLED) STRUC~JRAL PANELS DIAGONAL BOARD SHEA~NG I"X6" OR l"XS" f'XlO" OR WIDER ROOF SHEATHING 2-8d 3-16d 3-16d 3-8d 3-lSd 3-16d EACH BO EACH BLOCK EACH dOIST PER JOIST PER JOIST PER JOIST 8d (SEE TABLE 3,8) 2-8d PER SUPPORT 3-8d PER SUPPORT PSUM WALLBOARD CEILING SHEATING I 5d COOLERS J 1" EDGE / 10" FIELD WALL SHEATHING S~RUOTURAL PANELS FIREBOARD PANELS 7/lB" 25/32" GIPSUM WALLBOARD Bd 6d 8d 5d COOLERS HARDBOARD PARllCLEBOARD PANEL DIAGONAL BOARD SHEATING f'x6" OR 1"X8" l~X10" OR WIDER FLOOR SHEATHING STRUCTURAL PANELS f OR LESS GREATER THAN 1" DIAGONAL BOARD SHEATING l"XB" OR f'xs' l"X10" OR WIDER 8d 8d 2-8d 3-8d Sd lOd 2-8d 3-8d (SEE TABLE 3.9) 3" EDGE / 6" RELD 3" EDGE / 6" RELO 1" EDGE / lQ" FIELD (SEE TABLE 3,9) iRE TABLE 3,9) PER SUPPORT PER SUPPORT 6" EDGE / 12" FIELD 6' EDGE / 6" FIELD PER SUPPORT PER SUPPORT 1, NAIL REQUIREMENTSAREA BASED ON WALL SHEATING NAILED 6" ON-CENTER AT THE PANEL EDGE , IF WALL SHEATING IS NAILED 3" ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR ALTERNATE CONNECTORS SUCH AS SHEAR PLATES. SHALL BE USED TO MAINTAIN THE LOAD PATH, 2. WHEN WALL SHEATING CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED TO BE REDUCED TO 1-6d NAIL PER FOOT, (TABLE 5.2 WFCM HIGH WiND EDITION) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT ~,ONNECTIONS RESISTING LATERAL & SHEAR LOADS (TABLE 3.8 WFCM HIGH WIND EDITION) ROOF SHEATHING ATTACHMENT REOUIREMENT~ FOR WIND LOADS (TABLE 3.9 WFCM HIGH WIND EDITION) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT QONNECTIONS RESISTING LATERAL&: SHEAR LOADS H-B 5- 8D TO STUD 4- 8D TO PLATE PSON ~" ANCHOR HOLT (14") DP-3 PLATE 7" MINIMUM EMBEDMENT (SEE ANCHOR SCHEDULE, ON DWGS A-3,1 AND A-3,2) ~" PHD5-SD55 (14) SDS~"X 3" WOOD SCREWS 7" MIN EMBEDMENT (SEE FOUNDATION PLANS A-3,1 AND A-3.2 FOR LOCATION) (MINIMUM DOUBLE STUD) EDGE DISTANCE .WALL TO FOUNDATION CONNECTION SIMSON STRONG - TIE 1 1/4" COIL STRAP - 16" O.C. USE ¢-8D NAILS @ EACH STUD, WRAP UNDER SILL PLATE MIN. OVERLAP IS 12" SIMPSON STRONG-TIE MTS56 OR 1 1/4" COIL STOCK AT EACH ROOF RAFTER 8-16D NAILS AT EACH 12" MIN OVERLAP PER COMPONENT STUD TO ROOF RAFTER CONNECTION SIMPSON STRONG - TIE 1/4" COIL STRAP - O.C. USE 4-8D NAILS AT EACH STUD MIN OVERLAP IS 12" FLOOR TO FLOOR CONNECTION SILL PLATE TO RIM JOIST TO STUD JOIST AND CONNECTION USE END, The design of this structure Is based upon prescriptive approach using the Wood Frame Construction Manual (~FCM) 2001 BBC published by The American Forest and Paper Association and the ~RESlDENTIAL CODE of NEW YORK STATE'. 2007 For the Climatic and Geographical Design Criteria, see Table R301.2(1) on sheet no. t Ali non engineered lumber to be Douglas Fire/2 or better Wind LimitaNons-Sectlon R501.2.1 Design Crlterla-SecDon RSGl.2,1.1, (See Table R301.2.1.2, for Wind-Born Debris Protection Fastening Schequle For Wood Structural Panels) Dead Load-Section R301.3 Live Load-Section R301.4 Light and Venti[otion-Sectlon R303 Minimum Room Area-Section R304- Ceiling Height-Section RSOS Sonltoflon-Seatlon R$06 Toilet Bath and Shower Space-Section R307 Glazing-Section R30B Oorages end Corports-SecUon R309 Emergency Escape and Rescue Opening-Section R3IO Exlt-Seotlon R511 Landing-Section R312 Ramps-Section R313 Stairway-Section R314 HandrolI-Section R3lS Guards-Section R31§ Smoke Alarms-Section R~17 Foam plastic-Section R31§ Flame Spread end Smoke-Section R319 Insulation-Sectlon R320 Dwelling Unit Separation-Section R321 Moisture Vapor Retarders-Section R322 Protection Against Decay-SeeDon R323 Protection Against Termites-Section R324 Site Address-Section R325 Accesslblllty-SecUon R32fi Flood Resistant Construction-Section R327 FoundaDon-Chapter 4 Design based upon presumptive load bearing values of sandy gravel and ar gravel at 3000 pounds per square foot, Contractor to consult Arclwict If different soil materials are found upon excavation, or test hole, for alternaUve footing end foundoBon wall design, Foundation Notes: 5/8" Ancot Bolts (SSTB-2S) See chart on this sheet for spacing S" poured concrete foundation wall, S~-O" high, 3000 # test Minimum depth-Section 4-03,1,4, 48' minimum coverage to top of footing 16"xS" poured concrete wall footings, 3000~ test 2-1 3/4-"xll 7/8" Microlam Girder (or 3 1/2"xll 7/8" Power Beam) 4-" poured concrete floor slab with 6x6x#lO mesh and v~por barrier Damp proofing at exterior foundation below grade-Section R406 30"xSO"x12" deep poured concrete column footings, 3000# test CONCRETE TO HAVE 5 TO 7~ AIR-ENTRAINMENT Deck and parch floorings Ge noted, 3000~ test, 48" minimum buried depth Foundation wall to extend ~ minimum 8" above finished grade All footing to be oarrleq down to undisturbed soil No footing shall be set higher than a 30 degree angle from any other footing Pour no aoncrete on frozen ground or in freezing woter, Provide 3 1/2' steel lany columns, Backfill shall not be placed against the well until the wall has sufficient strength and has been anchored to the floor above, or has been sufficiently braced to prevent damage by the backfill (Section R~04-,1,7,) Floors - WFCM Prescriptive Method. Floor framing shall be nailed in accordance with Table 3.1 WFCM HIGH WIND EDITION. Dreftstopplng - Section R502.12 Fireblocking - Section R502,13. Floor Construction: 3/4" plywood subfioor, fasten per Table 3.1 WFCM, Floor joists: see Foundation end Floor Plane, spacing as noted. Fasten per Table 3,1 WFCM, 2-2x6 ACQ sill with termite shield and sill seal. Finish floors per agreement. Wall construction - WFCM PresorlptJve Method, W=llframlng and finishing shall be nailed and or screwed in accordance with Table 3,1 WFCM lx6 fascia, wrap Overhangs as noted, Vinyl vented soffits. Anumlnum gutters and leaders, Siding: see Elevations. Tyvek housewrap. 1/2" plywood sheeting, see fostenlng schedule, Toble 3,1 WFCM, 2x4.x Studs ~ 16' o,c, With 2x4. shoe and double 2x4 plate 1/2" G~psum wall boord 5/S"Type X GWB in garage, I/2" MR GWB In wet areas At least one window In each sleeping room shell comply with the exit reqirements of section RSIO. Note drilling and notching limltotions in figure R602,6(I) for bearing wells and figure R 602,6(2) for non - booting walls. Follow exterior corner framing detail figure R602,10~5 Roof asse~lblies - WFCM Prescriptive Method Asphalt strip shingles shall have minimum of six (6) retorters per shingle (section R905,6) Underlayment application (Section R905,2.7,) For roof slopes of two (2) units vertical in twelve (12) units hoNzontol (17- percent slope), up to four (4) units vertical twelve (12) units horlzontol (33 -percent slope ), underlayment sholl be two (2) lyers appDed in the following manner. Apply A 19-inch (483)strip of underlo~ment felt lo.rs with end starting et the eoves, fostened sufficiently to hold in ploce, Starting ot the save , opply 36- inch wide (gl~- mm( sheets of underlayment, overlapping successive sheets 19 Inahes (4SSmm), and fstened eufflalently to hold In place, For roof stopes of four (4-) units vertical in telve (12( units. Ice Protfctian (Section R905,2,7.1) UndeNa~ment In High wind (Seotlon R905.2,7,2) Flashing (Bastion R905.2.S) Chimney and Rrespaces - Chapter 10 Energy Efficiency - Chapter 11, see attGched report Mechanical - Chap+er 12 General Mechanical System - Chapter 13 Healing and cooling equipment - Chapter 1~ Exhaust Sustem - Chapter 15 Duct S~stem - Chapter 16 Combustion Air - Chapter 17 Chimneys and Vents - Chapter 18 Plumbing - Part VII STmpson Strong-De CS20 1~" COILED OVERLAP AT EACH GENERAL NOTES: 1, All works shall be performed In accordance with all state, municipal, local zoning and building codes and ord[nonces having jurisdiction and best standards of construction practice, The American Institute of Architects Conditions shall apply to all work performed on this project, 2. The Contractor shell verify all conditions at the site, Any discrepancies must be brought to the attention of the Architect prior to commencement of construction. The Contractor shall be responsible for corrections not reported once he hoe started work except for hidden job conditions. 3. Contractor shall guorantee to the Owner that oil materials and equipment incorporated in the work will be new, Grid thor all work will be of good quality, free from foults and defeats for o period of one yeor form the date of the final Certificate of Occupanay. 4. The Architect shall nat be responsible for the construction means, method, techniques, sequences or procedures, or for the safety precouUons and programs in connection with Ehe work, and he shall not be responsible for the controctors failure to carry out the work In accordance with the construction documents. The Architect shall not be responsible for the acts or omission by the contractor No changes shall be made In the documents and/or the building os designed without the expressed written consent of the Architect. 5. The contractor and ol) subcontraaEors shall maintain continuous Insurance coverage statutory polloies (Worker Compensation, etD.) and genera[ liability in an mount not less than $ 5 mnilon and automobile liability and damage coverage not less than $ 2 million, The Architect shall be named insured on any and ell policies. 6. Provide 0.025" aluminum termite shield over fibrous Insulation at all perimeter sills, 7. All wood In contact with concrete or masonry to be Wo[manizeq or pressure creosoted, S. A single station smoke detector alarm deviee shall be installed )n each bedroom, on all floors and shall be all interconnected per code. 9. An bathroom without operable windows to be mechanically ventilateq as per New York State Code. tO. HeaUng to be designed to provide 70 degrees F, with outdoor designed air-temperature of 0 degrees F~ end 1S MPH wind. 11, All electNcel work to be In aaaordonce to the rules and regulation of N,Y.B,F,U, and a N.Y.B.F,U, certificate is to be presented to the Owner at the completion of the job. 12. Plumbing Installation to comply with State and Loo~l codes glazed ond all exterior door to have ln~ulat~d cores, 16, These drawings ond specification ore instruments of service and FLOOR TO FLOOR CONNECTIONS: CANTILEVER CONDITION UPLIFT - CONTINUOUS PATH CONNECTORS USE SIMPSON SSRONG-TIE CONNECTORS FOLLOW PRODUCT SELECTION GUIDE AND iNSTALLATION MANUAL FOR HIGH WIND RESISTANT CONSTRUCTION CArALOG C-HW02 ANCHOR BOLTS IN FOUNDATION USE: SSTB2S WITH BEARING PLATE, SEE FOUNDATION NOTES FOR SPACINO SILL PLATE TO RIM JOIST USE: LTPZ~ 16" O.C. AT EXTERIOR PERIMEII~R AND GARAGE/HOUSE COMMON WALL USE (4.)-8d NAILS AT EACH END GARAGE STUD GARAGE SILL PLATE USE: SSP CONNECTOR AT USE (z~)-Sd NAILS AT EACH END RIM JOIST TO STUD CONNECTION USE: USE (4.)-Sd NAILS AT EACH END ELOOR TO FLOOR CONNECllON USEI MSTA 36, 16" O,C, USE (4.)-Sd NAILS AT EACH END RAFTER TO STUD CONNECTION USE; MTS 36, EACH ROOF RAFTER UBE 8 16d NAILS AT EACH END RAFTER TO RIDGE TO RAFTER CONNECTION USE: H7 EACH ROOF RAFTER DECK POST TO CONCRETE CONNECTION USE', PBS44.A FOR EACH POST DECK POST TO GIRDER CONNECTION USEI PC44 FOR EACH POST GIRDER TO DECK JOIST CONNECTION USE: MTS12 ~ EACH JOIST PORCH POST TO DECK USE= PS720 (ALIGN WllH JOIST BELOW) PORCH POST TO GIRDER USE: PS720 PORCH ROOF RAFTER TO GIRDER USE: H2,SA AT EACH ROOF RAFTER TYPICAL .grnps~n Strong-Tie Simpson Strong-Tie AB AT EACH POST FOODNG PORCH SIDECOVER STU ~ BEARING PLATE DOUBLE 2X MIN, FOR HEADER OR BEAU ~'~ THREADED ROD REQUIRED FOR STU CNW NUT COLUMN Strong-Tie U210 2X6 AT EACH RAFTER 4-10d x 1 1/2" NOTE: ATTACH LEDGER TO FRAMING MEMBER WITH 2-1/2"X 5" LAG[ BOLTS AT 16" ON CENTER ,Simpson Strong-Tie U210 2X6 AT EACH CEILING JOIST 4-10d x 1 1/2" PORCH Simpson Strong-Tie ~U210 2X6 AT EACH DECK/PORCH JOIST / DEC-i xLETBGER CONNECTIONS EDGE DISTANCE* MIN EDGE DISTANCE* *NOTE: SEE MANUFACTURERS MINLMUM DISTANCE CHART FOR INSTALLATION CONNECTIONS SHEET m NO.