The URL can be used to link to this page

Home My WebLink About34027-ZFORM 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. 34027 Z Date JUNE 30, 2008 Permission is hereby granted to: ROBERTS CUSTOM HOMES P 0 BOX 372 WADING RIVER,NY for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1510 MAPLE LA GREENPORT County Tax ~ap No. 473889 Section 035 Block 0006 Lot No. 004 pursuant to application dated JUNE 16, 2008 and approved by the Building Inspector to expire on DECEMBER 30, 2009. Fee $ 884.80 / Authorized Signature ORIGINAL Rev. 5/8/02 Fr~I,D ]~g~ECTION ItEPOIIT I DATE FO~ATION (1ST) FO~BATION (2ND) ~ . ROUG~ F~G & P~G ~S~A~ION PE~ N. Y. STATE ~NERGY CODE ~DI~ON~ CO~S }- - TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SouthoidTown. NorthFork.net Examined &/~J'0 , 20 cOL Approved ¢/~%) ,20 n~ Disapproved a/c Expiration PERMIT NO. ~ ~/0.,~ 7z~ ~'uilding Inspector BUILDING PERMIT APPLICATION CHECKLIS, 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 Flood Permit Storm-Water Assessment Form Contact: Mail to: 0 ~C~.-.-k --~(2~K._~ Phone: ~ -C~c=:~ (q APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS -twcL tLo ,20o ' 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. fi 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 removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (S~gnantre of apphcant or name, ifa c~l'poranon) (Mailing address of applicam) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Sameofownerofpremises~-~ZJt,0///"(~/'~ ~ ~[(~l[._~ ~r). d3'AJe,'ll (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 LicenseNo. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: House Number Street County Tax Map No. 1000 Section SubdivisiorkC'P ~J~.. ~_9~ Hamlet Block b Lot 4 Filed MaP No. ~5c~ I Lot z-/LB 3. Nature of work (check which applicable): New Building_ Repair Removal Demolition State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy ~_~ ~>~ Addition Alteration Other Work 4. Estimated Cost ~ ~),/bOO, O (~ Fee 5. If dwelling, number of dwelling units if garage, number of cars (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 existing structures, if any: Front Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Depth_ Height 8. Dimensions of entire new construction: Front q-~ / Height c~ ~ Number of Stories 9. Size oflot: Front \ ~)~' ? Rear I,~'/ Number of Stories Rear /-~ / Depth Rear Depth ~O / 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated f~ )J~) 12. Does proposed construction violate any zoning law, ordinance or regulation? YES __ NO 13. Will lot be re-graded? YES 2~ NO Will excess fill be removed from premises? YES __ NO k( 14. Names of Owner of premises. , .Address . . Phone No. _ , Name of Architect :~doo'k .[~, ~g AddresscY~hone No::~)~ ~_.~'J Name of Contractorq~t>iW~,4~ ~~ddress ~ ~g..~,~ ~.q. CO,fx Phone No.k_,~(..~W,_~)[~' 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 X * 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) COUNTY OFfalS-.- S)S: D I C.~d~ ""~-CY~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the OctC~--~ (Contractor, Agent, Corporatc~Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this (., ,~. LYNDA bl 8OHN // l~otary rumlc NO. 01BO6020932, Suffolk Count[I( Term Expires March 8, 20.~ ' Signature of Applicant . Town of $outhold Erosion, Sedimentation & Storm-Water Run-off A8SE88MBNT FOR.M PROPERTY LOCATION: B.C.T.M. #: l~0O .35 Lo ~/- Dlstdct Section Block Lo( THE FOLLOWING ACTIONS MAY REQUIRE THE SUBI/ll~_e!n_.-. OF ft STORM-WATER~ GRADING, DRAINAGE AND EROSION ~ONTROL PLR'[ CERTIFIED BY A DESIGN PROF~SIONAL IN TIlE STATE OF NEW YORK. .Item Number: (NOTE: A Check Mark (,~l') for each Question is Required ior a Complete Applioetlon) Yes No 1 2 3 4 Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? V/ (This flem will include all run-off created by site clearing and/or construction activiUee es well as all Site Improvements and the permanent creation of Impervious surfaces.) Does Ihe 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 WaterFIowl Will this Pi'eject Require any Land Filling, Grading or ExcavaUon where Ihere Is a change lo the Natural r~ Existing Grade Involving more than 200 Cubic Yards of Matedal within any Parcel? -- VV~tl this Application Require Land Disturbing Activities Encompassing an Area In Excess of Five Thousand (5,000) Square Feet of Ground Surface? ~ __ 5 6 Is there a Natural Water Course Running Ihrough the Site? Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? Will there be Site preparation on Exisling Grade Slopes which Exceed Fifteen (15) feet of VerUcel Rise to One Hundred (100'J of Horizontal Distance? 7 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct StonmWater 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 Vegelation and/or the Construction of any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) 9 wi, this Project Require Site Preparation within the One Hundred (100 Year Floodplain of any Watercoume? r~ 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 Permltl 'EXEMPTION: Yes 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 -- No c:ou ................................. ss ( amc of individual s~ning Do~menl) ................ ~ .................................... And d~at he/she is thc .......... Owner and/or repr~m~m~v¢ office Owner of OxmeFs, ~d is duly auflm 'zed to perform or have perfommd ~e s~d work ~d to make ~d file fl~s application; ~at ~1 smtemen~ con--ned in ~s applim~on am ~¢ to ~¢ best offs ~owledge ~d belief; ~d flint tim work ~(11 be p~rformed in dm m~ner set ford~ in tim appfica~on filed fiem~(th. Sworn to before me lerm Expires March 8, 20~ FORM - 06/07 TOWN OF SOUTHOLD PROPERTY RECORD CARD~'~'') ~-2-~ OWNER STREET ~ i ~) VILLAGE DIST, SUB. ~o~ oWneR ,, ~ ~ ~CR. I - ~ / I S W ~ ~ WPE Of BUILDING ~ES, S~S. ~/~ ~FARM COMM. CB. MISC. Mkt. V~lue ~ND IMP. TOTAL t DATE REMARK~n'A/h",,r. AGE BUILDING CONDITION N~ NOeL BELOW ABOVE FA~ Acre Value Per Value Acre ~illable 'illable 2 'illable 3 V~dland wampland FRONTAGE ON WATER rushland : FRONTAGE ON ROAD louse Plot DEPTH BULKH~D 'oral DOCK M. Bldg. Extension Extension Extension Porch Porch Breezewoy Garage Patio Total COLOR TRIM Foundation Basement Ext. Walls Fire Place Type Roof Recreation Roorr Dormer Driveway Bath Dinette Floors K. nterior Finish LR. -leot DR. Rooms ]st Floor ~ooms 2nd Floo, BR. FIN. B. Legacy Land Services, Inc. 127 Route 25A, Rocky Point, NY 11778 Tel: (631) 821-5555 Fax: (631) 209-2430 February 19, 2008 Town of Southold Title No. N-0186-08 County of: SUFFOLK State of: NEW YORK This is to certify that EDWARD M. O'NEILL and DIANE O. O'NEILL, his wife is (are) the owner(s) of record of District 1000 Section 035.00 Block 06.00 Lot 004.00; that Legacy Land Services, Inc. authorized agent for: Washington Title Insurance Company has made a search of the records of the Suffolk County Clerk's Office, and that said search shows neither the said owner not any predecessor in title of the said premises owned any contiguous property at any time since 01/01/1983 except as follows: SEE ATTACHED CHAINS That the applicant herein does not own any contiguous property except as follows: SEE ATTACHED CHAINS This certification is made with the intention of reliance thereon by the Board of Appeals and/or Building Department of the Town of Islip. NOTE: LIABILITY FOR THIS VARIANCE SEARCH IS LIMTED TO THE AMOUNT OF FEES ACTUALLY PAID. SUBJECT PREMISES Dist. 1000 Sec. 035.00 Bi. 06.00 Lot 004.000 Deed Grantor(s): Maple Lane Farm, Inc. To Grantee(s): Cleaves Point Corp. (COVERS PREMISES UNDER EXAMINATION AND MORE) Deed Grantor(s): Cleaves Point Corp. To Grantee(s): Dawn Estate Builder Corporation (COVERS PREMISES UNDER EXAMINATION AND MORE) Deed Grantor(s): Dawn Estate Builder Corporation To Grantee(s): Theodore Kaplan and Bernard Kaplan d/b/a Dawn Estates (COVERS PREMISES UNDER EXAMINATION AND MORE) Dated: 02/1/1955 Recorded: 10/06/1955 Liber: 3989 Page: 106 Dated: 09/04/1964 Recorded: 09/11/1964 Liber: 5612 Page: 506 Dated: 01/15/1974 Recorded: 01/21 / 1974 Liber: 7574 Page: 67 Deed Grantor(s): Bernard Kaplan and Theodore Kaplan d/b/a Dawn Estates To Grantee(s): Patrick J. Coyne, Jr. and Dorothy M. Coyne, his wife Liber: 7640 Dated: 05/17/1974 Recorded: 05/21/1974 Page: 558 Deed Grantor(s): Patrick J. Coyne, Jr. and Dorothy M. Coyne, his wife Dated: 05/23/1986 To Grantee(s): Stephen Zaleskie and Joan Zaleskie, his wife Deed Grantor(s): Stephen Zaleskie and Joan Zaleskie, his wife To Grantee(s): Edward M. O'Neill and Diane O. O'Neill, his wife Recorded: 05/30/1986 Liber: 10047 Page: 476 Dated: 11/06/1996 Recorded: 11/14/1996 Liber: 11801 Page:806 PREMISES ADJOINING ON THE NORTH Dist. 1000 Sec. 035.00 BI. 06.00 Lot 003.000 Deed Grantor(s): Maple Lane Farm, Inc. To Grantee(s): Cleaves Point Corp. (COVERS PREMISES UNDER EXAMiNATION AND MORE) Deed Grantor(s): Cleaves Point Corp. To Grantee(s): Dawn Estate Builder Corporation (COVERS PREMISES UNDER EXAMiNATION AND MORE) Deed Grantor(s): Dawn Estate Builder Corporation To Grantee(s): Theodore Kaplan and Bernard Kaplan dgo/a Dawn Estates (COVERS PREMISES UNDER EXAMINATION AND MORE) Deed Grantor(s): Bernard Kaplan and Theodore Kaplan d/b/a Dawn Estates To Grantee(s): North Fork Equities, Inc. Dated: 02/1/1955 Recorded: 10/06/1955 Liber: 3989 Page: 106 Dated: 09/04/1964 Recorded: 09/11 / 1964 Liber: 5612 Page: 506 Dated: 01/15/1974 Recorded: 01/21/1974 Liber: 7574 Page: 67 Dated: 09/15/1978 Recorded: 10/13/1978 Liber: 8513 Page: 313 Deed Grantor(s): North Fork Equities, Inc. To Grantee(s): Robert C. Smith and Deborah Smith, his wife Dated: 05/17/1979 Recorded: 05/18/1979 Liber: 8627 Page: 205 Deed Grantor(s): Robert C. Smith and Deborah Smith, his wife To Grantee(s): Robert Trabulsi and Barbara Trabulsi, his wife Dated: 08/24/1983 Recorded: 09/09/1983 Liber: 9422 Page: 475 Deed Grantor(s): Robert Trabulsi and Barbara Trabulsi, his wife To Grantee(s): Robert Trabulsi Dated: 06/13/1989 Recorded: 06/29/1989 Liber: 10886 Page: 262 Deed Grantor(s): Barbara Trabulsi, as Executrix of the Last Will and Testament of Robert N. Trabulsi, deceased To Grantee(s): Barbara Trabulsi Dated: 07/19/1994 Recorded: 08/16/1994 Liber: 11689 Page: 831 PREMISES ADJOINING ON THE EAST Dist. 1000 Sec. 035.00 B1. 06.00 Lot 039.000 Deed Grantor(s): Maple Lane Farm, Inc. To Grantee(s): Cleaves Point Corp. (COVERS PREMISES UNDER EXAMINATION AND MORE) Deed Grantor(s): Cleaves Point Corp. To Grantee(s): Dawn Estate Builder Corporation (COVERS PREMISES UNDER EXAMINATION AND MORE) Deed Grantor(s): Dawn Estate Builder Corporation To Grantee(s): Cleaves Point Property Owners Association, Inc. Dated: 02/1/1955 Recorded: 10/06/1955 Liber: 3989 Page: 106 Dated: 09/04/1964 Recorded: 09/11/1964 Liber 5612 Page 506 Dated: 07/20/1973 Recorded: 07/30/1973 Liber: 7454 Page: 127 PREMISES ADJOINING ON THE WEST Dist. 1000 Sec. 035.00 B1.06.00 Lot 005.000 Deed Grantor(s): Maple Lane Farm, Inc. To Grantee(s): Cleaves Point Corp. (COVERS PREMISES UNDER EXAMINATION AND MORE) Deed Grantor(s): Cleaves Point Corp. To Grantee(s): Dawn Estate Builder Corporation (COVERS PREMISES UNDER EXAMINATION AND MORE) Deed Grantor(s): Dawn Estate Builder Corporation To Grantee(s): Daniel Eginton and Elizabeth Eginton, his wife Dated: 02/1/1955 Recorded: 10/06/1955 Liber: 3989 Page: 106 Dated: 09/04/1964 Recorded: 09/11/1964 Liber 5612 Page 506 Dated: 03/18/1969 Recorded: 03/10/1969 Liber: 6520 Page: 317 Deed. Grantor(s): Daniel Eginton and Elizabeth Eginton, his wife To Grantee(s): John J. DeEe and Madeline DeDe, his wife Dated: 10/27/1972 Recorded: 11/10/1972 Liber: 7280 Page: 459 Deed Grantor(s): John J. DeEe and Madeline DeDe, his wife To Grantee(s): Robert P. Sanna and Margaret L. Sanna, his wife Deed Grantor(s): Robert P. Sanna and Margaret L. Sanna, his wife To Grantee(s): Robert E. Curtis and Sirkka-Liisa Curtis, his wife, and Samuel L. Crites and Helen L. Crites, his wife Deed Grantor(s): Robert E. Curtis and Sirkka-Liisa Curtis, his wife and Samuel L. Crites and Helen L. Crites, his wife To Grantee(s): Robert Hellman Dated: 07/26/1977 Recorded: 08/02/1977 Liber: 8280 Page: 496 Dated: 03/03/1982 Recorded: 03/23/1982 Liber: 9158 Page: 492 Dated: 12/17/1992 Recorded: 01/05/1993 Liber: 11601 Page: 588 __REScheck Software Version 4.1.3 Compliance Certificate Project Title: New ranch residence Report Date: 05/21/08 Data filename: E~\COPY D 1104~z)uilders'~'iscito~naple la East Manon~ergy FOR RANCH.rck Energy Code: 2007 New Y~ Energy Conservation Construction Code Location: Suffolk County, New York Constn~ction Type: D~ached 1 or 2 Family ~eating Type: Non-Electric Glazing Ama Percentage: 14% Heating Degree Days: 5750 Construction Site: Owner/Agent: Maple Lane Robert Cdscite East Madon, NY Roberts Custom Homes Desigr~-/Contractor: Robert Higgins Architect Wading Rive~, NY 631-208-3351 Compliance: 8.5% B~ter Than Code Maximum UA: 247 Your UA: 226 Ceiling 1: Cathedral Ceiling (no atlJc) 320 38.0 0.0 8 Skylight 1: Matal Frame with Thermal Bmak:D~Jble Pane with 6 0.560 3 Low-E Ceiling 2: Flat Ceiling or Scissor Truss 052 30.0 0.0 33 Wa# 1: Wood Frame, 16" o.c. 1152 19.0 0.0 5~ Window 1: Wood Fmmu:Double Pane with Low-E 140 0.350 49 Door 1: Solid 21 0.400 8 Door 2: Glass 21 0.350 7 Floor I: AII-V~)od Joist/Truss:Over Uneandif~o~ed Space 1272 19.0 0.0 60 The proposed building represented in this document is co~Stent with the building plans, specifications, and other calculations submitted with this permit app#ca~or~. The proposed systems ha~e been designed to meet the 2007 New Yo~ Energy Co~eawetion CenstructJon Code requirements. Whe~ a Registered Design Profeeak3nal has stamped and sig~ed this page, they are attesting that to the best of his/her knowledge, belief, and professk~al judgment, such plans or specifications am in compliance with this Code. Name - Title Signature Date Data fitename' E'\COPY D ~,104~builders~c~sci~Vnapte ia East Ma~on~nergy FOR RANC~t.rck Report date: 05/21/08 Page 1of 4 REScheck Software Version 4.1.3 Inspection Checklist Date: 05/21/08 Ceilings: ~1 Ceiling 1: Cathedral Ceiling (no attic), R-38.0 cavity ins~atJen Comments: [] Ceiling 2: Flat Ceiling or Scisso~ T~uss, R-30.0 cavity insulation Comments:. Above-Grade Walls: Wall 1: Wood Frame, 16" o.c,, R-19.0 cavity insulation Comments: Windows: Window 1: Wood Frarne:Double Pane with Low-E, U~ector: 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes No Comments: Skylights: Skylight 1: Metal Frame with Then*hal Break:Double Pane with Low-E, U-facto~ 0.560 #Panes Frame Type Thermal Break? __ Yes No Comments: [] Door 1: Solid, U-factor: 0.400 Comments: [] D(x)r 2: Glass, U-factor: 0.350 Comments: [] [] Floors: Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: Air Leakage: Joints, penetrations, and all other such ¢k~mings in the building envelope tflat a~e sources of air leakage am seale~, Recessed lights are 1) Type lC rated, or 2) installed inside an app~ air-t~t assembly with a 0.5" clearance from combustible materials, ff no~!C rated, fixtures are ir~talled with a 3" clearance from insulation. Vapor Retarder: Materials Identification: Duct Insulation: Project T~tle: New ranch residence Report date: 05/21108 Data fllename: E:\COPY D 1104~uilders~crisoito~naple la East Medon\energy FOR RANCH.rCk Page 2 of 4 -I Supply ducts in mx;oed~ attics or outside the building are insulated to at least R-8. Retom (tucts in uncond~ attics or outside the bui~lmg are insulated to at least R-4. Supply ducts in unconditioned s~)aces are insulated to at least R~8. [] Return ducts in unconditioned spaces (exeept 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, mast.s (edhesivas), masit c-pius-embedded -fabfi c, or tapes. Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Condrv..~usl¥ welded and lec. kir~-type kmgitedinal ~ir~ts aed seams o~ ducts c~erat/t~cj at less than 2 le. w.g. ~.500 Pa). [] The HVAC system provides a means for balancing air and water systems. Temperature Controls: ~l Each dv~alling unit bas at least one ffletmostat capeble of a*Jtomatically adjusting the space temperature set point of the isrgest zone, Electric Systems: ~1 Separate electric meters exis~ f~ each dv~elling unit. Fireplaces: ~1 Fireplaces are installed with tight fitting non-combustible fimpiace 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 Yod~ State or the New York City Building Code, as appticai~,e. Service Water Heating: [] Water heaters with vertical pipe dsers have a heat trap on both the ir~et and ~Jflet unless the water heater has an integral heat trap or is pert of a circulating system. [] Circulating hot wate~ pipes are insulated to the levels in Table 1. Clmulatlng Hot Water Systems: ~1 Cimulating hot water pipes am insulated to the levels in Table 1. Swimming Pools: [] All heated swimming pools have an oatoff heater switch and a cover unless over 20% of the heating energy is from non-depletabie Heating and Cooling Piping Insulation: ~1 HVAC piping <:~m~eyiflg ~ids above 10,5 degrees F or chilled fluids bet(:~v ,55 degrees F are insulated to tho levels [r~ Table 2. Project Title: New ranch residense Report date: 05/21108 Data filename: E:~COPY D 1104~boilders~crtscito~maple la East Marm~-~rgy FOR RANCH.rck Page 3 of 4 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness In Inches by Pipe Sizes Non. Cimulating R[mouts CimulMkng Mains and Runouts Heated Water Up ~ 1 ' Up ~3 1.25" 1.5" to 2.0" C)~er 2" Temperature (°F) 1~-1~ 0.5 1.0 1.5 2.0 1~-1~ 0.5 0.5 1.0 1.5 1~-139 05 0.5 05 1,0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Piping System Types Range(OF) InsulMio~ Thickness In Inches by Pipe Sizes 2" Runouts 1' ond Leas 125" to 2.0" 2.5" to4" Heating Systems Low Pressurerremperature 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 FELD: (Building Deperlment Use Only) Project TAle: New ranch residence Report date: 05/21/08 Data fllename: E:\COPY D 1104\buildem~scito~mapic ia East Marion'~nergy FOR RANCH.rcA Page 4 of 4 SUFFOLK COUNT? 'DEU:,ET~'N'T OF HE^LTH SER~/IC£S , ~.,,~ ~.~,~ .,~.?~,.,~, ~ ~:,.,,,.?~.~ ~o~ ~ 'l ~ ~ ' ~ ~URV~Y OF LOT 43 CLEA V~ ~INT' *"""~~-~~~ ~ ....... I' k ._. X - A T EAST MARION - / ' ~0 ~ ~ ESTEVES HOLDING CORP. NOUSE ~ GARAGE - ~9 sq. fl. ~ OJ~ . I - ~19 co. fi. fomllior the STANDARDS FOR APPROVAl. AND CONSTRUC~ON OF SUBSURFACE SEWAGE DtSPOSAJ. SY~Tc-MS FOR S~NGL~ FAMILY RESIDENCES ond will ob/de by the condit[Oo$ ~et forfh therein ond on the 49618 AREA - I,,~,500.00 SO. FT. P.O. BOX 909 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 86-222 GENERAL CONSTRUCTION NOTES12. Basements with habgable space and every sleeping room shall have 24. WindowsinbuildlngsJocatedlnWeod-Bornedebdsregions(areaswithin- at least one openable emergency escape as follows: hurricane prone regions within I mile of the coastal high water 1. Ail construction shall conform to the 2007 Residential Code of New York State- Sill height of net more than 44 inches above the floor, line were the basic wind speed is t 10 mi)es per hour or greater effective January I, 2008, all Local Building and Zoning Codes and the 2007 A. Minimum net clear opening of 5.7 sqaure feet. or 120 miles per hour as per figure R30t,2{4) of the New York State ~-TOP PLATES ~ /DECKING New York State Energy Consevation Construction Code. ALL CODES Except grade floor openings shall have a minimum net clear Residential Building Code shall meet the requirements of the large Shall supercede the drawings and shall be incorporated into the opening of 5 square feet. Missle test ASTM E 1 gg6 and the ASTM E 1886 ~~' .. TYPICAL ~ ( /Simpson LTP4 or drawings WHETHER they are indicated on the Plans or NOT, B. Minimum net clear opening height shall be 24 inches, referenced therein. 2 - SIMPSON LB50 ' ,,,""~ .-~-'2 - SIMPSON LSB0 ".. ~Equal at each · , , , FLOOR SYSTEM ~ ~ ~post to Deck Joist C. Minimum net clear opening width shall be 20". (values are nominal design 3-second gust wind speed in miles per hour) ,,. r,, ~ 2. The reference Standard that was utilized in the Design of the D. emergency escape and rescue openings shall be operational',.' ~5/8" Fire Rated Gypsum ,,.':'.~,, -_.. 1/2' PLYWOOD SHEATH NG ~. ~ . the structure is the AMERICAN FOREST & PAPER ASSOCIATION from the inside of the room without use of keys or tools. A, EXCEPTION:,' ,' Board @ interior with 5d , ,,,,,,I' ,I ', --APPLIED VERTICALLY AND ~ ~ Wood Frame Construction Manual for one and two family dwellings Wood Structural panels with a minimum of thickness of 7/16 inch Cooler nails @ 7" c.c. at ' ' NAILED WITH 8D NAILS . -Taco each 2001Edition.(800-890-7732) THIS MANUAL shall 13. Noback-fillshallbeplacedagainstthefoundationwalls andamaximumspanefSfeetshallbepermgtedforopening , ~ '~ I T -e plan I'-~ ~...--.-----~t~jo[sttogirder be incorporated into the drawings WHETHER they are indicated until the first floor framing Is in place or brace the foundation protection. Panels shall be precut to cover the glazed openings ',: panel edges & 10" o,c, ' ' ' 3" gx DECK JO S S s e "' r.,, ON CENTER AT EDGE 2 x ACC Treated Nailer Board l/ Sire- back ef~ I en the plans or NOT. with attachment hardware provided In the table below. "' ' in the field, ' ' ' .. , ' ~ 1 AND 6" ON CENTER one size larger than joist)- / DS-~, ,, - ~'~' La Be"e ..... \ / p t~er~eaoe~r, FJ'tt~'Sim son BCS Post Ca 14, Double joists under parallel partitions and under whirlpool tubs. Label all panels and stere in a clean dry area of the house. ':g ' ~ ' '~--IN FEILD. g IT s to framing w~m . . P p 3. Written Dimensions take precedence over scaled dimensions Double around openings in floor and roof framing. Attachements shall be provided in accordancewith the table '"':'" ,,"'"', , 1/2" diameter HOT DI,,PPED~. / ~ItrhapT3Y-P~alNGai~slv~ ii'~ ~r Equal at each post asfollows: ~ ~PHD5 HOLDOWNS ~" ' 4. Thecontractorprlortothestartofconstructionshallverifyall 15. Metal flashing shall be installed were concrete abuts woed, ~ HOLDOWNSBEYOND g?vanize,db.,olt,sat~4,o:c, ~ neachEnd .... I ii ~ dlmensions, existingornewandberesponsibleforfieldflt, and were decks abul house framing. E~. FastenerScheduleforwoodplywoodpanels f~ PROVIDE ON EACH SIDE ¢ ~ smggerea, r~a, eacnJo~st I - iN ....... to Nailer with HOT D~PPED I I ~ SEE Foundation Plan OPENINGS AND CONCRETE FOUNDATION GALV. Joists Hangers 5. AllLocalElectncal,and CountyMechaniCaIcodes andand shalIPlUmbingbe inspectedShall conformand approvedt° the 2007by theNY governingState' 16, Instatl joist hangers at all flush structural Icad bearing conditions. TABLE 1609,1.4 AT CORNERS at each joist. TYPICAL STRAPPING FOR I I WITH 14 SDS 1/4"X3" Wood Screws DECK CONSTRUCTION -- ,Simpson Galvanized agencies. The General Contractor shall be reponsible for all installation, 17. ALL habitable rooms shall be provided with aggregate glazing area Fastener Panel Span Panel Span Panel Span Simpson STSB 16" Anchor Bolt. post to Concrete materials, design and code compliance, of not [ess 8 percent of the floor area of that room, and the minimum Type Less than or less than or less than or DETArL FOR STRAPPING PURPOSES ONLY, REFER TO connector ASU44 openable area to the outdoors shall be 4 percent of the floor area being equal to 4 feet equal to 6 feet eqaul to 8' PLANS FOR ACTUAL CONSTRUCTION MATER[ALS AND DIMENSIONS, 6. The Plumbing system shall be installed in accordance with the 2007 ventilated. Refer to Code section R303. or equal Residential Code of New york. WALL BRACING PANEL WALL BRACING PANEL 18. All window and door headers to be 2-2x10 unless noted otherwisE. 2-1/2" #6 Wood 16 inches 12 inches 9 inches INSIDE VIEW OUTSIDE VIEW ~Z L~. 7. The Electrical equipment and wiring shall be installed in accordance Screw or 10d on center an canter on center Z with the 2007 Residential Code of New York State, 19, Vent dryers to exterior and bathrooms shall have mechanical ventilation Nails where no window is provided on a separate switch, WALL BRACING PANEL DETAILS 8, The mechanical system shall be installed in accordance with the 2-1/2" #8 Wood 18 inches 16 inches 12 inches AT CORNERS NTB 2007 Residential Code of new York State. 20, Guardralls are required where the difference in GRADE is more than Screws on center on center on center LL~ Z 30 inches and openings in guardrafls shall be less than 4 inches apart. 9. All New Footings shall bear on Virgin, undisturbed soil with a minimum Handrails are requried on stairs with 4 or more risers, (R311.5.6) ~ Z bearing capacity of 2000 pounds per square Foot, All Existing footings shall be This table is based on a maximum wind speed (3-secong gust) 36" below grade Minimum. It shall be the responsibility of the general 2t. Smoke Alarms: Shaft be provided in each sleeping Room, outside of cfa t30 miles per hour and a 33 foot mean roof height. I ~ !~.f~-r! LL~ contractor to verify the depth of all existing fooBngs disturbed by construction, each separate sleeping area in the immediate vicinity of the bedroom I .~- ~ ~CEILING OR FLOOR JOIST CUT and on each story of the dwelling, including basement and cellars. Alarms Fasteners shall be installed at opposing ends of the wood ~ -- / DIRECTION LENGTH 10. Poured in Place concrete shall be air entrained; 5% < 7% total air shall be interconnected and hard-wired to a commercial source, structural panels,\ 12" Min content by volume and have an ultimate compressive strength at WHENEVER an alteragon, addition, or conversion is made to an Existing ENDWALL--"' r/~-~,~ _~ ~_,i~ 28 days of 3000 psi. Except exposed slabs, garage slabs and steps Residence, the smoke detection system of the ENTIRE residence must be Where screws are attached to masonry er stucco, they shall ~ ... shall be 3500 psi, Air work shall be In accordance with the 2007 Residential Code brought up to code, hard-wired and interconnected. Code section R313 be attached utilizing vibration resistant anchors having S ~ ---'~, I 'ENDWALL , ' of New York State, All Concrete shall conform to the latest ACI standards, minimum ultimate withdraw capacity of 490 pounds.~k..~'~ CLEAR O Q- 22. Carbon Monoxide Alarms: All CO alarms shall be connected to the lighting I/Floor and Ceiling JOISTS tl. Base design value for visually graded dimensional lumber: Joists, studs circuit with no intervening wall switch. Battery~powered alarms are not allowed. ~c Rafters ,ndAIIFramlnglumbershaH be DOUG-FIr#,orbetter, COalarmsarerequiredoneachlevelonwhich s[eepingquartersare,ocated, DES'GN LOAD 'NFO"MATION BLOCKING~, /ia=L~.. L ~~'~" E=1.6, Fb = 878 psi, Fv = 95psi. Fc = t300 psi Provide one Detector in the Basement and one on the First Floor. A. Ground Snow Load: 20 psi TYPICAL -- ~ ,4 ~- Use 1-1/4" Metal repetitive member shall be: 2x8 =1208 psi, 2xlg = 1107psi' ALL EXTERIOR LUMBER Shall be ACQ requiring the following: 23, FLOOR DIAPHRAGM BRACING. Blocking and connection shaft be provided et B. Rooms other than sleeping: LL = 40psi, DL = 10psi AT 48" CC J ~. Coil Strap 20 Gage with a.) All Fasteners shall be HOT DIPPED GALVANIZED ASTM A 153 class D panel edges perpendicular to floor framing members in the First TWO bays of 1framing C. Sleeping Rooms: LL = 30psi. DL = 10psi 2-BAYS IN __ 1 k , 1,~" Min (6) 8d common nails OR STAINLESS STEEL andshallbespacedatamaxlmumof4feetoncenter. Nallinginaccordancewgh D. Roof, noceilinglosd:LL=20psf, DL=10psf BILOCKINGat48"on center inEACH ENDat b.) Use Copper flashing Only against ACQ Lumber Sill Plates Nailing schedule. E. Roof with cathedral Ceiling: LL = 20psi, DL = 15 psi END WALL BLOCKING DETAIL SECTION A - A '% EACH Stud. c.) All Structural connectors i.e, simpson strong-Tie or USP, otc F. Decks & Exterior Balconies: LL = 60psi, DL = 10psi shall be Hot-Dipped Galvanized or Stainless Steel. 24. All Engineered Wood Products such as "True Joists, Micro-Lam, otc" shall be FOR FLOOR AN D CEILING BRACING d.) ACC Above Ground (.25), ACQ Ground Contact (.40) installed in accordance with the manufacturers latest installation details, G. Guardrails and Handrails: LL = 200psi Framing connectors, Al[Iowable Hole diagrams, specifications, etc. H. Guardrail balusters and panel fillers: LL = 50psi ELOCK~NO SHALL BE FROVIDED PERPENDICULAR TO ALL FLOOR FRAMING N.T.S. WALL TO WALL STRAP Micro-Lam Design Stresses: E = 1,9 x 10 , Fb = 2,600 psi, Fv = 285 psi I. Attic without Storage: LL = 10psi, DL = 10psi MEMBERS IN THE FIRSTTWO BAYS OF FRAMING AND SHALL BE SPACED "~ AT A MAXIMUM OF 4 FEET ON CENTER, Nailin,q Schedule for Lateral and Shear J, Attic with storage: LL = 20psi, DL = 10psi K. Stairs; 40psi Connection requirements - ROOF SHEATHING ATTACHMENT REQUIREMENTS Refer to NYS code R301.5 for all Live Load foot notes ~ 0,4 BASED ON TABLE 3.1 OF THE WFCM 2001 EDITION BASED ON TABLE A-3.t0 OF THE 2001 WFCM EDITION PHD5 HOLDOWN ~~ ~r-- ~ /At[ach to Rafters with DESCRIPTION NUMBER OF NAIL SPACING Maximum Nail spacing for 8d Deformed or 8d common nails ENERGY NOTES 5/8" THREADED CORNER STUD~ PHD5 ~1-1/4" galv. x 20 gage LLJ COMMON NAILB ' 1. The Architect certifies that to the best of hts knowledge, ROD '~ :- CONNECTED TO ~ /~' HOLDCWN [] belief and professional judgement, the drawings are In compliance TRANSFER SHEAR ~ -- /coil strap with (6) 8d common ROOF FRAMING 3 - second gust Wind Speed @ 120 (M~PH) with the Latest RES-CHECK report for the 2007 New York State Energy CNW COUPLER'~ LOAD ".,~ ' "~- ~ -3/8" /nails in each end at each rafter. Z ""1 Con. agon Con.tract,on Code. NUTS o ------~. FLR JOIST 2.16d NAILS @ 6" 0.C.V\~ ..-"--BUILDING '"CORNER RAFTER TO TOP PLATE (TOE NAILED) 4-8D EACH RAFTER SHEATHING LOCATION Spacing At panel At Intermediate 2. All HVAC systems shall meet the NYS Energy Code, It shall 5/8" THREADED ~. ~ /"'1 CEILING JOISTS TO TGP PLATE (TOE NAILED) 4-8D EACH JOIST (SEE NOTE A) edges edge¢ in field be the responsibility of the Genera[ contractor to submit ROD, IMBED 7" -' in detail the design, calculations, drawings of the mechanical, MIN. INTO CONCRETE~/ LLJ Z CEILING JOISTS TO PARALLEL RAFTERS {FACE NIALED) 5-10D EACH LAP INTERIOR ZONE 12" c.c. 6" 6" air conditioning, ventilation, heating systems stamped by a TYPICAL CORNER HOLD-DOWN CEILING JOISTS LAP OVER PARTITIONS (FACE NAILED) 5-16D EACH LAP 16" o.e, 6" 6" professional engineer if required by the Owner or Building Dept. PLAN DETAIL N.T.S. (,/3 O Z COLLAR TIES TD EACH RAFTER (FACE NAILED) 4-8D EACH TIE PERIMETER EDGE ZONE 12" o,c. 6" 6" 3. AJlglassto be double pane, insulated with a LOW-E Coating TYPICAL CORNER PHD5~ .-lUJ ....JZ(~Z Z/"l BLOCKINGTORAFTER(TOENAILED) 3-8D EACH END t6"o.c. 8" 6" andshallhaveaUfactorofnotgreaterthanindicatBdenplans. HOLDOWNSEOTIONDETAII. '~/~ = <3~ (~ O RIM BOARD TO RAFTER {END NAILED) 2-t6D EACH END Fasteners for asphalt shingles shall be galvanized or stainlesB steel, 4. All exterior doors, including the basement doer shall be insulated N.T.S. with a maximum U factor of.4 and have weatherstnpping, Hurricane Tie1 RAFTER TO RIDGE STRAP APPROVED AS NOTED ~ UJ LL LIJ aluminum Dr copper roofing nails, minimum 12 gage shank with a Exterior fire rated doors shall have the same U factor and at each rafter #. ~..0,~ ¢....~-" RAFTERSTORIDGE, VALLEYORHIp(TOENAILED) 4-1ED EACH RAFTER I minlmum3/8"inchdiameterhead.thefastenersshallpenetrate weatherstripping and shall be self-closing, DATE' ~[~ ~-..-. ~P' RAFTERSTORIBGE, VALLEY OR HIP (FACE NAILEB) 3-16D EACHRAETER throughtheroofsheathtingsndcomplywithASTMF1667 ~'~SIMPSONIH2A ~iu'y:~_~'(---L~ O III ~1 I AIl asphalt shingles shall have self-seal strips or be interlocking, I I t ~ ~ I .~/ .~ ~------...~ J~..~ at each Rafter. With FEE: WALL FRAMING ,I and comply with ASTM D 225 or ASTM D 3462 , '~J ~'i ~ (5) 8d x 1-1/2" nails in Rafter NoTIFY765.180g~iLU~8 ~,~'~ [O~:l~'j~4 ~¢1" [ ~-~I'1' Ir'~ ~' I '~E k~ TOP PLATE TO TOP PLATE (FACE NAILED) 2-t,D NGTB~ FER FOOT -- ~E ~,~,- ! ~ } ~-- ~ ~ ~[~1~"," ~ (2) 8dx 1-1/2" nails in Plate FOLLOWl,C~, I;is~I-::~ I I I' I I -IIII [ -'- (5) Sd x l-1/2" nails in Stud TOP PLATE AT INTERBECTJONB ( FACE NAILED) 4-1eD JOIST- EACH SIDE Far normal applications, aBphalt shingles shall be secured to roof ~ 000 U F'r~I~0~ OF{ 1. EouuOA',lr.,l~ -~,,' ! STUD TO STUD (FACE NAILED) 2-18D 24" ON CENTER with not less than six fasteners per strip. "' , ~t~ refer to manufacturer's req'mts FO~ pOUF!'LU '"' CRE~ E HEAOERTO HEADER (FACE NAILED) 18D 18" O.C, ALONG EDGES NOTE A: For roof and wall sheathing within 4-feet of the perimeter ' ' WINDOW HDR r ll[Ii ~Typical strapping- refer to U;~E Is U ~'~ ~I ~ 'AWFUL 8. ~ouo,~su~O'~' r ~l~i,~['~ ~ s I 4. FINAL" cONSTRUCTION MUST TOP AND SOTTOM PLATE TO ETUD 2-1ED(ma×,wa, ht',10') EACHSTUD edge of the roof, includeoneachsideoftheroofpeak, IIIIII DWG-l for detail WITHO'7 ' ::i 'TIFICA'fL the 4-foot perimeter edge zone attachment requirements ~ ~ I~JI I I' catch jack studs 0[; L," t\NCY ALLBEcoNSTRUOZIoNCOMPLETE FOgsHALLC.O. MEET THE TOP AND BO~rOM PLATE TO STUD 3-16D (wall hi; t0' to 20') EACH STUD shall be used.'1- ( _~"Coil~. I U~L~v and window or door Header. REQUIREMENTS OF THg CODES OF NEW .-] uJ Typical each side and ALL CERTIFICATION OF YORK STATE. NOT RESPONSIBLE FOR BOTTOM PLATE TO FLOOR JOISTS DR BAND JOISTS 2-16D NOTE t PER FOOT . 1/4" X 20 Gage Metal . windows and doors. NAILING & CONNECTIONS DESIGN OR CONSTRUCTION ERRORS. DOUBLETOPPLATBMINIMUM48 INCHESOFFSET WALL SHEATHING A'I-rACHMENT REQUIREMENTS Strap with (6)-8d common nails ' REQUIRED. ,-" O OF END JOISTS, FACE NAILED IN LAPPED AREA 8-1§D in each end. catch jack studs BASED ON TABLE A-3.11 OF THE 2001 EDITION and window or door Header. RAFTER-TO-STUD CONNECTOR ~, RETAIN STORM WATER RUNOFF >' CONTINUOUS HEADER TO STUD (TOE NAILED) 4-8D Maximum Nail spacing for 8d common nails Typical each side and ALL JACK STUDS TO HEADER TIE ALL CONSTRUe;' i,.. ~ , ~ PURSUANT TO CHAPTER 236 ;~ z CONTINUOUS HEADER TO STUD (TWO PIECES) 18d 16" D.C. along each edge windows and doors. N.T,S, MEET THE REQUIREMEi~h o L~' ;HE 01: THE TOWN CODE. BUILT UP CORNER STUDS t Sd 24" ON CENTER 3 ' second gust Wind Speed @ 120 (MPH) TYPCIAL ELEVATION CODES OF NEW YORK STATE. BUILTUPGIRDERSANOBEAMB,18d '~W WALL TO HEADER STRAPPINGNOTE; 8d COMMON NAILS ARE .... 2-INCH LUMBER LAYERS SHEATHING LOCATION Spacing At panel At intermediate Z · . NAIL EACH LAYER AT 2a-INCHeS ON CANTER AT TOP (SEE NOTE A) edges edges in rigid nts2-1/2"L O NG -- END AND AT EACH BPUCE t6,, C.C. 6" 12" PLUMBE_RCEqTIF-IC.4'FION ON LEAD CON7 L-,,, i ',:-ORE 4-FOOT EDGE ZONE t2" c.c. 6" 8" CERTIFICATE O~ O~:E,I./,,~ ANC¥ lg" c.c. 6" 8" : 1-1/4" x 20 gage G-185 SOLDEFfUSED IN W/,~,TBR FLOOR FRAMING Galvanized Strap SUPPL~8,~E,,TEM CAN/rOT LU NOTE A; with (6)-8d common nails EXCEED 2/I0.0F 1% LEAD. ~ r.. wall sheathing within 4-feet of the corners, the 4 foot perimeter at each stud, wrap under sill JOISTS TO SILL, TOP PLATE TO GIRDER (TOE NAILED) 4-8D EACH JOIST edge zone attachment requirements shall be used. 1/2" CDX plywood ~'. and nail 11o back of each sill. BRIDGING TO JOIBTS (TOE NAILED) 2-8D EACH END for exterior panel siding, galvanized 10d box nails may be substituted Illll ~ Panel, Attached to ~ '~ -- Strap may be attached OVER , BLOCKING TO JOISTS (TOE NAILED) 24]D EACH END for the common nails I~L~_ Frame in accordance .~ -1 - the plywood OR directly to PLUMBING ;BLOCKING TO SiLL ORTOP PLATE {TOE NAILED) 3-t6D EACH BLOCK FLOOR SHEATHING ATTACHMENT REQUIREMENTS ~- :~ t1:- &WATS~, ,u~s NEE[:) ~_~¢~'~'~-' ,,-. - TESTING BEFOr, E COVERING · LEDGER TO STRIP BEAM (FACE NAILED) 3-16D EACH JOIST Shall be attached with a minimum of 8d common nails j O JOIST ON LEDGER TO BEAM (END NAILED) 3-8D EACH JOIST spaced at S minimum of 6-inches on center on WINDOW UNIT BAND JOIST TO JOIST (END NAILED) 3-16D EACH JOIST panel edges and 12-inches en center in panel field. ~ ~ . . rap strap under · LAND JOIST TO SILL OR TOP PLATE (TOE NAILED) 2-,,D NOTE I PER FOOT ,CLIMATIC AND {~EOGRAPHIC r'tESlGN CRITE,IA 1=,.~ ~_" ', ,,, ,,, '-. ", backSill andof NailSill to ,'%'~&~~[ ~.rll( 'I~I '~'~ ~ NOTE 1, NAI.NG.EO IREMENTBARE RABED ON WA'L SUSJSGTTOOAMAGEFROM SHEATHING NAILED 6" ON-CENTER AT PANEL EDGES. GROUND WIND SIESMIC FROST WINTER ICE SHIELD AIR PLYWOOD STORM PANEL NOTE; ALL STRAPPING SHALL _ ~ _~ · SNOW SPEED DESIGN LiNE DESIGN UNDERLAYMENT FLOOD FREEZlNB BEAR MIN, 12"' ON STUD OR LOAD (MPH) CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARD INDEX SHUTTER DETAIL RAFTER FACE TYPICAL CEILING SHEATHING ATTACHMENT REQUIREMENTS MODERATE MODERATE Refer to General Note #24.b for Panel AT - IL ~ TUD TO HEAVY TO HEAVY 11 DEGREES YES NO E~ fastener requirements. SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION TYPICAL EXTERIOR WALLS 5d coo[er nails spaced 7" on edge and 10" in field 20 LBS 120 B SEVERE 3'-0" STRAPPING IN CONTACT WITH CONCRETE OR MASONRY STRAPPIN~ TABLE R3g1.2(1) NEW YORK STATE CODE OR MANUFACTURED FROM Gt85 OR 7-.450 GALVANIZED STEEL, Fastener Panel Span Panel Span Panel Span Type Less than or less than or less than or equal to 4 feet equal to 8 feet eqaul to 8' 2-1/2" #6 Wood 16 inches 12 inches 9 inches Screw er 10d on center on center Dn center Nails 2-1/2" #8 Wood 1§ inches 16 inches 12 inches Screws en center on center on center NUMBER OF NAIL SPACING DESCRIPTION COMMON NAILS ROOF FRAMING RAFTER TO TOP PLATE (TOE NAILED) 4-8D EACH RAFTER CEILING JOISTS TO TGP PLATE (TCE NAILED) 4-8D EACH JOIST CEILING JOISTS TO PARALLEL RAFTERS (FACE NIALED) 5-10B EACH LAP CEILING JOISTB LAP OVER PARTITIONS (FACE NAILED) 5-16B EACH LAP COLLAR TIES TO EACH RAFTER (FACE NAILED) 4-8D EACH TIE BLOCKING TO RAFTER (TOE NAILED) 3-8D EACH END RIM BOARD TO RAFTER {END NAILED) 2-t 6D EACH END RAFTERS TO RIDGE, VALLEY OR HiP (TOE NAILED) 4-18D EACH RAFTER RAFTERS TO RIDGE, VALLEY OR HIP (FACE NAILED) 3-16D EACH RAFTER WALL FRAMING TOP PLATE TO TOP PLATE (FACE NAILED) 2-t 6D NQTB t PER FOOT TOP PLATE AT INTERBECTJONB ( FACE NAILED) 4-16D JOIST- EACH SIDE STUD TO STUD (FACE NAtLED) 2-18D 24" ON CENTER HEADER TO HEADER (FACE NAILED) 18D 18II O.C, ALONG EDGES TOP AND BOTTOM PLATE TO STUD 2-1ED (max, wall ht', 10') EACH STUD TOP AND BOTTOM PLATE TO STUD 3-16D (wall hr; t 0' to 2o') EACH STUD BOTTOM PLATE TO FLOOR JOISTS DR BAND JOISTS 2-16D NOTE t PER FOOT DOUBLE TOP PLATE MINIMUM 48 INCHES OFFSET OF END JOISTS, FACE NAILED IN LAPPED AREA 8-16D CONTINUOUS HEADER TO 8TUG (TOE NAILED) 4-8D CONTINUOUS HEADER TO STUD (TWO PIECES) led 16" C.C. along each edge BUILT UP CORNER STUDS ted 24" ON CENTER BUILT UP GIRDERS ANO BEAMS, 18d 2-INCH LUMBER LAYERS *'NAIL EACH LAYER AT 23-1NCRES ON CENTER AT TOP AND BOTTOM AND STAGGER NAILS, 2-NAILS AT EACH END AND AT EACH BPUCE FLOOR FRAMING JOISTS TO SILL, TOP PLATE TO GIRDER (TOE NAILED) 4-8D EACH JOIST BRIDGING TO JOISTS (TOE NAILED) 2-8D EACH END BLOCKING TO JOISTS (TOE NAILED) 2-8D EACH END 'BLOCKING TO SiLL OR TOP PLATE {TOE NAILED) 3-t 6D EACH BLOCK LEDGER TD STRIP BEAM (FACE NAILED) 3-16D EACH JOIST JOIST ON LEDGER TO BEAM (END NAILED) 3-8D EACH JOIST BAND JOIST TO JOIST (END NAILED) 3-16D EACH JOIST LAND JOIST TO SILL OR TOP PLATE (TOE NAILED) 2-16D NOTE 1 PER FOOT WINDOW HDR _~ ~1/4" x 20 Gage Metal Strap with (6)-8d common nails 3 - second gust Wind Speed @ 120 (M~PH) SHEATHING LOCATION Spacing At panel At Intermediate (SEE NOTE A) edges edge¢ in 8eld INTERIOR ZONE 12" C.c. 6" 6" 16" o,e, 6" 6" PERIMETER EDGE ZONE 12" o,c, 6" 6" t6" c.c. 6" 6" 3 - second gust Wind Speed @ 120 (MPH) SHEATHING LOCATION Spacing Atpanel At intermediate (SEE NOTE A) edges edges in field INTERIOR ZONE 12" o.c, 6" 12" t6" c.c. 6" 12" 4-FOOT EDGE ZONE t2" c.c. 6" 6" 16" c.c. 6" 6" SUBJECT TO DAMAGE FROM GROUND WIND SIESMIC FROST WINTER ICE SHIELD AIR SNOW SPEED DESIGN LINE DESIGN UNDERLAYMENT FLOOD FREEZlNB LOAD (MPH) CATAGORY WEATHERING DEPTH ERMITE DECAY TEMP REQUIRED HAZARD INDEX 20 LBS 120 B SEVERE 3'-0" MODERATE MODERATE '0 HEAVY TO HEAVY 11 DESREES YES NO 599 Ice and Water Shield conslstln~ o¢ TYPICAL ROOF CONSTRUCTION II Vent thru ROOF Vent thru ROOF 2-la,ers oF underla~lment cemented Class A Asphalt roof Shln~les to~lether or ~r a ~el~-a~h~rln~ ~lth ~ix ~asten~rs p~r ~ATH el KITCHEN ~TH ~2 polymer modlFf~ bftum~n ~ha~t, Ic~ ~ ~at~r ~hl~ld, '" m~ ~ ~rad~ ~l~mood 8~athln~, Nallfn~ 2x4'e ~ I~" oc oramln~ fn acc~rdanc~ Blth tho I I 2" I I I ~_ ~ Collar Ties In the fastener schedule a~d u~llrt I I I I I I I I LAM ~C 5ho~er 5INK D~ ~C LAY TWB/12 ~ . ~" ~od ra~cla ~ ~" ~ood ra~e boards, CO ~ 20~ CO ~ = = Insulation TYPICAL EXTERIOR ~LL 4~ 3" = 0 2 X ~ Dou~-Flr ~o~ 5tU~s 2" . = ~ Doubl~ to~ Plate and 6ln~La 5o1~ Plat~, ~ : sm~k~ alarm smok~ alarm Exterior Grade I/2" Plywood ~at~d 5h~a[hln~ ~ ~ . Fastened p~r sch~d~l~ I INSULATION SCHEDULE ~ E ~rap ~r e~ual. Vln~l Vaulted Cellln~ .................................. R-3Oc ~ % ,,, -- '. -- ~FCM 2OOI mnual and detall~ BASMENT Floor(outside air) ............................... ~-IB ~., All G[azfn~ ........................................... U=.55 ,, R-15 Bart LVL GI~DER/ Brfd~lm~ t~lpfcal '" Glued and Nailed In ., - accordanc¢ ~Tth the Fastener schedule, CO 20 CO D~ors-~mat~r than 50~ ~lazln~ ......... W=,55 '*":'" ASEHENT ,':"' ~ FIo¢r joists and ~rfd~fn~ ~ ~ ~ INTERIOR ~ALL FINISH .,. 4" concre[~ elab '" T~PCI~L FOUNDATION CONSTRUCTION PLUM~IN~ ~I6E~ DI~4M CINT and mails ~xcept ~aa~mant ~alle and unless ~ '" ' ~ -'~ ~all on x ~" Poured Concrete ~all Footing, CONNECT TO A NE~ noted. Moisture Resistant ~a~l B~ard on Exterior- Damproorln~. 2- 2x~ treated 5[1[ Plates, NOT TO SCALE 6UFFOLK COUNTT DEPT, Cellln~ and all wails In ~athr¢oms and 6III 6eat And Termite Shield. 5TRAPPIN~ DETArL5 Anchor bolts ~r Foundation Plan 1'.0,1 AND N~ILING 6CHEDS. and Uplift 6trappln~ per ~FCM 2OOI manual an~ ~t~s to ~rad~ ~ ON EACH END O~ ~/NDOW AND ~ ~ (closed rlsera) DOO~ OPENINg5 ~'-O" O~ ~REATER. - ....... rmFsr to ,' % 42LO, , WITH - PHD-5 AND 6D6 ~4-1/4X3 ~OOD ','" ' :_m -~e %_ --0.. C a ~ ~ vault~BATH'Tcl ~ -~e ~ee :~- ~ ~ ~ ~ roo~ ~ ~ ,'" ~ ~',~ ,, ," ventln acc¢rdamcmC[oth~s Dr~ermlthI'Hoid~mbemment12" off ~fcornsrs q'' mlthand3" holdX S" square4, to 12"mash~r'or¢ ','" _m ~',~ ~'~ ','" · ~ e *, ~ - · ' ~_ ~,, , Cod~ ~ctlon MI5OI ~ ~,ach ~nd of ~ach sill plat~, UpliFt strap ,, e ~,, ~ , ' ~ · 0 - C · 0 -- 0 , __ ~ /r ICA FO TIN~/COL : ' ~ ' ~ ~: ' ~ ' Ivl po~t , " " ' ' ' ' ,, ::::::::::::::::::::::::::::::::::::: ~[ / I ~= ~ ~ 2l-~I' ~ i g ,,, __ ,.,, , , - ~ ~ ~0 2 - ~ - - ae p~r cod~ typical ail spans, , Ii P~Ov[DE PHD5 HOLDO~N6 T~204~ P404~ T~204~ T~304~-2 T~304~-2 ~ ~T~plcal Nailer DOO~ O~ENIN~5 &:-O" O~ G~EATE~, 3~ar high ~ood 5CREW5 ~ETWEEN WINDOW and st~ps %o ~rade ................ WINDOWS, FWN, FWG DOO~S A5 FOLLOWS: TTPI~AL DECK FOOT[N~~ ~ ,, ' R-19 tSatt Bat+. Insulatlon insulation E edroom "2 HALL e room '1 .,,., ASEMENT , Rlcl~e Vent 4 '-- I ~uardrall ~o code ~ I , ', WINDOW W~LL ',I I I ',~, TO ~" O~AIN TO ~Y~ELL ~,', ~ I "~ TO ~" ~AIN TO O~Y~LL I I ~ ~ I I " I I I E' - '] ~IO~T ELEVATION LEFT ELEVATION ~k~Ll~ht~ but mhal[ not ~ Ieee than 3 ~ through tha rooP (RIOO1,~9 ~ ~ ~ _, ~ld~e Vent OVE~HAN~ ........ 0 I ~ I I I I I I I [~ -,~ - ,~ , ~E~ ELEvaTION F~ONT ELEvaTION SCALE: 1/4"= 1'-0"