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HomeMy WebLinkAbout33856-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33439 Date: 12/15/08 THIS CERTIFIES that the building NEW DWELLING Location of Property: 4200 PEQUASH AVE CUTCHOGUE (HOUSE NO.) (STREET) (HA~4LET) County Tax Map No. 473889 Section 103 Block 14 Lot 6 subdivision Filed Map NO. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 22, 2008 pursuant to which Building Permit No. 33856-Z dated APRIL 28, 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 FRONT PORCH, REAR SCREENED PORCH AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to MANUEL ESTEVES of the aforesaid building. ( OWNER ) SI]FFOLK CO[~TY DEPAR~ OF }~ALTH ~PPRO~AL R10-07-0115 12/03/08 ~C~RICAL C~TIFICATH NO. 4005515 12/09/08 PLU~ERS CERTIFICATION DA'£~ 10/01/08 WILLIAM SCHWAUB PLULMBING Rev. 1/81 Form No. 6 TOV~I OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from amhitect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commemial $15.00 Date. New Construction: Location of Property: Owner or Owners of Property: ~./x, ~k.)&LL~ Suffolk County Tax Map No 1000, Section Subdivision ,/ Old or Pre-existing Building: Itouse No. ~ Street Block Permit No. 3 3 g'5'-0 Date of Permit. Health Dept. Approval: [~i O tO 70 / ! ~"~- (check one) (J Hamlet Lot & Filed Map. Lot: t'///2~/0<~ Applicant: /~fDr~'3 Underwriters Approval: ~7 Planning Board Approval: ,',3 [ Request for: Temporary Certificate Fee Submitted: $ p,~-' ~ M Final Certificate: (check one) Applicant Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT {THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERi,IT NO. 33856 Z Date APRIL 28, 2008 Permission is hereby granted to: TINA LEPIK 50 MIDWOOD RD. CUTCHOGUE,NY 11935 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CkR GARAGE, SCREENED PORCH & COVERED PORCH AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 103 pursuant to application dated APRIL Building Inspector to expire on OCTOBER 4200 PEQUASH AVE CUTCHOGUE Block 0014 Lot No. 006 22, 2008 and approved by the 28, 2009. Fee $ 1,713.20 / Authorized Signature ORIGINAL Rev. 5/8/02 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of UDOn D=remises owned by KC ANDERSON ELECTRIC PO BOX 16 MILLER PLACE NY 11764-0016. ROBERT CUSTOM HOMES 50 MIDWOOD DR CUTCHOGUE. NY 11935 Located at 50 MIDWOOD DR CUTCHOGUE. NY 11935 Application Number: 4005515 Certificate Number: 4005515 Section: 103 Block: 0014 Lot: 006 Buildin8 Permit: 33856 BDC: ns11 Described as a Residential OCCU ~ancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located m/on me oremlses at: Basement. First Floor. Second Floor. Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent derailed herein, was conducteo in accomance with the requirements of the applicable code and/or standard promulgated by the State of New York. Department of State Code Enforcement and Administration. or other authority having jurisdiction and found to be in corn 3liance therewith on the9th Day of December, 2008. Name QTY Rate Rating Circuits Twc Alarm and emergency equipment Sensor 3 0 Sensor 5 0 Appliances and Accessories Air Conditioner 2 0 Dish Washer I 0 Exhaust Fan 2 0 Fumace 0 Range 0 Service Service Disoennect: 0 ServicelPhase3w Service Rating200Amperes Wi~ing And Devices AFCI 3 0 Fixture 2 0 Fixture 54 0 Outlet 56 0 Outlel 89 0 Continued on Next Page I of 2 0 CarMon/Smoke 0 Smoke Above 1500 1.2 50 200 BTU KW F.H.P Gas Amps Fluorescent Incandescenl Fixture Gert, This certificate may not be altered in any way and is validated only by the Dresence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK. NY 10038 CERTIFIES THAT Upon the application of UD0r' Dremises owned Dy KC ANDERSON ELECTRIC PO BOX 16 MILLER PLACE, NY 11764-0016 ROBERT CUSTOM HOMES 50 MIDWOOD DR CUTCHOGUE. NY 11935 Located at 50 MIDWOOD DR CUTCHOGUE, NY 11935 Application Number: 4005515 Section: 103 Block: 0014 Lot: 006 Described as a Residential Certificate Number: 4005515 Building Permit: 33856 BDC: ns11 occupancy, whereto the premises electrical system consisting of electrical'devices and wiring, described below, located in/on the premises at: Basement, First Floor. Second Floor. Attached Garage, Outside, A visual inspection of the premises electrical system, limitec to electrlc~ devices and wiring to the extent detailed herein, was conducted n accoroance w~th the requirements of the ao[~licable code and/or standard promulgated by the State of New York. Departmen! of State Code Enforcement and Admin stratlon, or other authority having jurisdiction, ano found to be in compliance therewith on the9th Day of December, 2008. Name OTY Rate Rating Circuits Type Paddle Fan 7 0 Receptacle 1 0 30a Dryer Receptacle 16 0 GFCl Receptacle 53 0 Gert, Purpose Swttch 52 0 Gen. Purpose 2 of 2 seal This certificate may not be altered in any way and is validated only by the presence of a raised seat at the location indicated. Town }{all, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 'Fax (631) 765-9502 Teleph6ne (631) 765-1802 BUILDING DEPARTMENT TO'~VN OF SOUTHOLD CERTIFICATION Date: (Please print) (Please print) I certi£y tlmt the solder used in the water' SUpl,ly system contains less lhalx 2/10 of' 1% Sworn to be£ote me this Nm~.l~l~Olb[6132749 Qualified in Suffolk County Cmmision Expires August 29, 2009 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. [ ] FOUNDATION 2ND [ ]1~~ [ ] FRAMING / STRAPPING [,~] FIN~ ~C~ ~ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSI~_UCTION[ ] FIRE RESISTANT PENETRATION REMA DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY INSULATION FINAL FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR '~-, ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~ ROUGH PLBG. [~'INSU LATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: . , ~~~ DATE ~ ~' ~'~ ~ 0 ~;~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND STRAPPING [ ] FIREPLACE & CHIMNEY [~:IOUGH PLBG. ~INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTAI~I' CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS:, DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST .~>~ROUGH PLBG. ] FOUNDATION 2ND ~.~ - [ ] INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~~z~ ~, ~/~ ~r/~ ~_ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION ~FRAMING~ [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: INSPECTOR DATE 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: DATE 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:--, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~ [/~ FOUNDATION 1ST [ ] ROUGH PLBG. ]FOUNDATION 2ND [ ]INSULATION ] FRAMING/STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKSI~~z,~ ~' ~ ~ DATE INSPECTOR DEC-14-2008 21:02 FROM: Robert James Higgins Architect, AIA 50 Hidden Acres Path Wading River, NY 631-208-3351 Town of Southoid Building Division Southold, NY December 15 2008 11792 TO: ?659502 P.1 RE: Buckley Residence 4200 Pequash Ave, Cutchogue, NY It is to the best of my knowledge, belief and professional judgment that the installation of the screening for the existing covered porch meets the New York State Building Code. Respectfully yours, Robert James Higgins, AIA FOUNDATIO~ (1ST) ...................................... LNSL~ATiON PER N. Y. ~-~' - /~ ~.~ . / TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN I-I,A L~ SOU.THO:~,, NY 11971 TEL. (631)'765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined q/CLtSr , 20 '! Approved Disapproved a/c Expiration / PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Plmming Board approval Survey Check Septic Fom~ N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mailto: [ii ~4 ~'~4j(N Phone: c0~'' o,~ Iq Building Inspector APPLICATION FOR BUILDING PERMIT Date ~,1 ~ ,20 OY INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, lbr the construction of buildings, additions, or alterations or tbr removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Ma lihg address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises t"~lCbtoe--{ ~A s~o)n/~e ( tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location oflA~ on which proposed work will be d. one: coood Rd House Number Street Hamlet County Tax Map No. 1000 Section /,4,~ Block Subdivision Filed Map No. Lot Lot a. Existing use and occupancy State existing use and occupancy of premises and intended use and occupancy of proposed constmctib.n: b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars Addition Alteration Other Work Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, 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 .,~, Height ~ ' Number of Stories 9. Size oflot: Front [Sctt[{7/ Rear ,1~7~0 Number of Stories Rear ...~1, ~ ' Depth i'~{, Rear Depth I 0. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO 13. Will lot be re-graded? YES -// NO Will excess fill be removed from premises? YES__ NO 14. Names of Owner of. premi~esK{~ /&~ i IC- Address. - .o Phone No. Name of Architect t~t'~ ~('.tO t ,W ~ , Address~2d~}~_ Phone No ,,qD J~ ~ 3-)-/ "' ' Phone ~ Name of Contractor -P,x)Df)/~ ~_.!!,~ '/-o-ffL . ./~VlSJ~ddress([~'~/ .J~,~gJ~,, No. l 5 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 * 1F YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property'? * YES · IF YES, PROVIDE A COPY. __NO 3( STATE OF NEW YORK) SS: COUNTY OF Stt~,-~Ot~ ) /J' 6-~[ ~O-1l']~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the . (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application 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., day of . .~: q~ Notary Public LfNDA d COOPER Signature of Applicant NOTARY PURLIC, State of New York REScheck Software Version 4.1.3 Compliance Certificate Project Title: proposed residence Report Date: 04/10/08 Data filename: E:\COPY D 1104\beilders\cdscito\50 midwood rd southold~nergy.rck Energy Code: Location: Constn~ction Type: Heating Typo: ~lon-Etectrtc Glazing Area Percentage: 14% Heating Degree Days: 5750 Construction Site: Midwood Road town of southold NY 2007 New York Energy Conservation Construction Code Suffolk County, New York Detached 1 or 2 Family Owner/Agent: Designer/Co~tractor: Ro~ett Higgins Architect 631-208-3351 C~npliance: 5.9% Better Than Code Maximum UA: 425 Your UA: 400 Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Cathedral Ceiling (no attic) Wall 1: Wood Frame, 16' o.c. Window 1: Wood Frame:Double Pane with Low-E Door 2: Glass Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space 1159 38.0 0.0 35 102 19.0 0.0 5 2542 13.0 0.0 176 321 0.350 112 40 0.400 16 40 0.350 14 1261 30.0 0.0 42 The proposed building represented in this document is con'Stent with the building plans, spedfications, and other calculatJons submitted with this pormit ap~icatJon. The pro~ systems haw been designed to meet the 2007 New York Energy Co¢~.,ewation Construction Code requirements. When a Registered DeS~gI1 Pn3fessional has stamped and signed this page, they are attesting that ~ the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. Name - Titis Signature Date Project T~e: proposed resider~ Data filename: E:\COPY D 1104~ ~outhold\energy.rck Report date: 04/10/08 Page I of 4 REScheck Software Version 4.1.3 Inspection Checklist Date: 04/10/08 Ceilings: ~1 Ceiling 1: Flat Ceiling or Scissor Truss, R-38.0 cavity ins~lation [] Ceiling 2: Cathedral Ceiling (no attic), R-19.0 cavity insufet~on Comments: Above-Grade Walls: [~] Wall 1: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: Windows: [] Window 1: Wood Frame:Double Pane with Low-E, U4actor: 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes __ No [] Door 1: Solid, U-factor: 0.400 Door 2: Glass, U-factor 0.350 Comments: Floors: [] Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation Comments: Air Leakage: [] Joints, penetretJons, and all other such opemngs in the bei!ding envelope that aee sources of air leakage am sealed. [] R~cessed lights are 1 ) Typo lC rated, or 2) insta[fed inside an aplxop~ate air-t~ht assembly with a 0.5' cfearance from combustible matedals. If non-lC rated, fixtures are installed with a 3" clearance from insulation. Vapor Retarder: [] Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: [] Materials and equipment are installed in accoedance with the manufacbxer's installabett insthJcfions. [] Materials and equipment are identified so that compliance can be determined. Duct Insulation: Duct Construction: Project ~tie: proposed residence Repor~ date: 04110/08 Data filename: E:~COPY D 1104\builders\ndscito\50 midwood rd southold\energy.rck Page 2 of 4 All joints, seam~, and connections are securely fastened wfJh welds, gaskets, mastics (adhesives), mas'~c-plumembed ded -fab tic, or tapes. Tapes and mastics are rated gL 181A or UL 181B. Except~ens: Continuously welded and idcking-type longitudinal joints and seams on ducle operatng 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 therr~3stat capable of a~t~3tically a(tjustng the space tempe~atore set point of the largest zone. Electric Systems: Separate electec meters exist for each dwelling unit. Fireplaces: ~l Fireplaces are installed with tght fitting non-combustible fireplace doors. [] Firep~aoes have a s~urea of c~mbus~n air~ as requ~red by the Rrepiace c~r~sth~c~j~n pr~vis~ns ~f t~1e Bui~di~J c~de ~f New Y~rk State, the Residential Code of New York State or tim New York City Building Code. as a~leabte. Service Water Heating: [] Water heaters with vertical pipe dsers have a heat trap on hath the inlet and cutlet unless the water heater has an integral heat trap or is per: of a circulating system. Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non~epletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insula~tion: HVAC piping eanveythg fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: pmpased residence Report date: 04/10/08 Data fitename: E:~COPY D 1104~uilders\criscito~50 midwood rd southold\energy.rck Page 3 of 4 Town of __ $outhold Erosion, Sedimentation & Storm-Water Run-off ASSE$8MENT FORM PROPERTY LOCATION: e,C,T.M. #:, THE FOLLOWIHG ACTIOH$ MAY REQUIRE THE 8UBMI8810N OF A STORM-WATER~ GRADIMG~ DRAINAGE AND EROSION COHTROL PL.~~'~ CERTIFIED BY A DESIGN PROFE8810NAL IN THE 8TA'TE OF NEW YORK. .Item Number;. (NOTE: AChecA Mark (~) for each Question is Required for a Complete Application) Yes No Will this Project Retain All Storm*Water Run-Off Geeemied by a Two (2") Inch Rainfall on Site? (This item will include all mn-off created by site clearing and/or construction activities es well as all Site Improvements and Ihs permanent creation of impervious surfaces.)L Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & LocaUon? This Ilem shall include all proposed Grade Changes and Slopes Controlling Surface WaterFIowl Will this Ptojecl Require any Land Filling, Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Matedal within any Parcel? W~II this Application Require Land Disturbing Activities Encompassing an Area In Excess of Five Thousand (5,000) Square Feet of Ground Surfaco? L~ -- Is there a Natural Water Course Running through the Site? r'~ is (his Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? ~ -- oneWill thereHundredbe Site(100,)preparatiOnof Hofizontal°n ExisiingDistance?Grade Slopes which Exceed Fifteen (15) feet of Veflical Rise to n _ will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run*Off into and/or in the direction of a Town fight-of-way? __ Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of r"~ any Item Within the Town Right-of-Way or Road Shoutder Area? L~ -- (This item will NOT include the Installation of Driveway Aprons.) Will this Prejecl Require Site Preparation within the One Hundred (100)Year Floodp a n of any Watercourse? 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 Permttl EXEMPTION: Yes No Does this proiect meet the minimum standards for classifica on as an Agdcullural Projecl? ,V/~ Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Requtredl __ __ STATE OF NEW YORK, COUNW 0]7 ................. SS ' · ............................................................ being duly sworn, deposes and says that he/she is tfie applicant for Permit, (Name of individual signing Documenl) Owner and/or representative oldie Owner of O~q~er's, and is dui3' auflmrized to perforar or have performed the said work and to make and file d~is aplglicafion; that all statements contained in this application a~e true to the best of his knowledge and belief; and fl~at d~e work ~411 be performed in the m,'mner set forfl~ in fl~e application filed bere~dth. Sworn to before me tM,s; Notary Public: .......... : .... ~7.~.: . .... ,... FORM - 06/07 (Signature of Applicant} LINDA .I COOPER NOTARY PUBLIC, State of New York O 01CO4822563~ Suffolk Coun$,y'h N . ires December 31, 20 [~/ Term Exp Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulatio~ Thickness in Inches by Pipe Sizes Non-Circulating Runoute Circulating Mains and Runouts Heated Water Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2.0' Over 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(oF) 2" Runo~ts 1 ' and Less 1.25" to 2.0" 2.5" to 4I' Heating Systems Low PmssarefTemperature 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 Deperi~rmnt Use Only) Project Title: proposed residence Repo~t date: 04/10/08 Data fllename: E:~COPY D 1104~builders~crisci~3~50 midwood rd scu~told~energy.rck Page 4 of 4 TITLE NO: 07-7404-69555-SUFF District: 1000 Section: 103.00 Block: 14.00 Lot: 006.000 Town of Southold Suffolk County, New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE COMPANY hereby certifies that it has searched the records of the Suffolk County Clerk and/or the Suffolk County Registrar for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE COMPANY certifies that the above-captioned property has been in single and separate ownership of Tina M. Lepik and his/her predecessors in title since prior to 1/1/83 except as follows: (see attached chains of title) The liability of the Company is limited to Twenty-five Thousand Dollars ($25,000.00). Dated: September 24, 2007 FIDELITY NATIONAL TITLE INSURANCE COMPANY SANDRA J. G~OLESKI Sworn to before me this 24th day,Rf September, 2007 Notar~ Public ~ RIL~ (~llifled in ~u ff~4k Coint~ ~. Commission Expires ~ ugust 29,. ~)~ 1~/~) TITLE NO. 07-7404-69555-SUFF STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) SANDRA J. GOLESKI, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM No. 1000-103.00-14.00-006.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 1/1/83. Janet Reeve Field, Madolin Fleet Barteau, and Kathyrn Fleet TO Herman Lepik. Liber 6734 page 504 Dated: 04/21/70 Recorded: 04/27/70 NO PROOF OF DEATH ON HERMAN LEPIK IN SUFFOLK COUNTY. Virve Lepik and Jack Lepik, being sole heirs at law Of Herman Lepik, deceased TO Tina M. Lepik LAST DEED OF RECORD Liber 12492 page 479 Dated: 11/29/06 Recorded: 02/16/07 VARIANCE NORTH: FLEET NECK ROAD VARIANCE EAST: MIDWOOD ROAD FIDELITY NATIONAL TITLE INSURANCE COMPANY '--SAND[:~,A J. GOLESKI Sworn to before me this 24th d of September, 2007. Notary Public ANN HILL Nmta~ PnMi~ S~te ~ N~w Yot~. No. ~934~t Qmdtfied ia S~ ft~& Co~aty ~ C~m~ Ezpi~ A~ 29, ~ VARIANCE SOUTH: 1000-103.00-14.00-007.000 Thomas B. Reeve, Janet Reeve Field, Madolin Fleet Barteau and Kathryn Fleet TO Andre Cybulski and Mary Ann Cybulski, his wife LAST DEED OF RECORD VARIANCE WEST: 1000-103.00-14.00-005.000 Janet Reeve Field, Madolin Fleet Barteau and Kathryn Fleet TO Herman Lepik and Virve Lepik, his wife Virve Lepik, as surviving tenant of a tenancy by the Entirety with Herman Lepik, deceased TO Michael J. Lepik LAST DEED OF RECORD Liber 5678 page 509 Dated: 12/10/64 Recorded: 01/04/65 Liber 6647 page 179 Dated: 10/20/69 Recorded: 10/27/69 Liber 12490 page 58 Dated: 11/29/06 Recorded: 01/31/07 FIDELITY NATIONAL TITLE INSURANCE COMPANY SANDRA J. GOLESKI Sworn to before me this 24th day of September, 2007 Notary Public Nm~ l~li~, Sine of New york Ne. ~24~8 Fidelity National Title INSURANCE COMPANY PLEASE NOTE For any CUSTOMER SERVICE questions: Status of searches tYequested,:to order additional searches or to provide the lender and attorney information, please contact: Ellen McDonaM emaih emcdonald@fnf, com Phone No. (63 I) 727-0600 Fax No. (631) 727-1206 Any questions regarding the objections raised in the attached report, please contact the Clearance Officer listed below: Clearance: Sandra J. Goleski email: sgoleski@fnf, com Phone: (631) 727-0600 Fax: (63 I) 727-1796 24 Commerce Drive ° Riverhead, New York 11901 · (631) 727-0600 · Fax: (631) 727-0606 N I em feel~ with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEa/AGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will ob/de by the condlllons set forth therein ond on the permit Io conslrucl. SEPTIC. SYSTEM CROSS SECTION I - I000 C~4L. SEPTIC TANK 3-8' f~ ~ DEEP LEACtaW6 PO(JL$ WITH 3 SAND COLL,4R ($~) 8@TTOM OF LEACMIN~ POOL TO 8E $' A~OVE GROUh~ IFA TEA SCDHS REF ~ R/O- 07 -//5 SURVEY OF PROPERTY AT FLEET'S NECK TOIgN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-103-14-06 $CAL~' i'=30' FEBRUARY 6, 2007 Feb. 14, 2007 (corners set)' SEPT. I$~ 2007 (CERTIFICATION) OC-f. 3~ ~007 (rev/s/on) EUGENE$ CREEK .t .~ 75' T~e locatio~ of we~s ~nd c-ss ,oo~$ shown hereon ore from field nbs ,rv~h~ns ~nd or from aafa obtained from ~EVA ~ ~E R~C~ TO ~V~. 'AREA=ffi,824 ~. LOT NUMBERS REFER TO SEC~ON ~0" FILED IN ~E SUFFdLK COUNTY CL~ OFFICE ON NOVEMBER ~0, ~964 AS FILE NO. 4210. ANY AL~RA~ ~ ADDID~ TO ~IS ~R~Y IS OF ~C~ 7209~ ~E NEW Y~K STA~ EDUCAV~ LA~ EXCEPT AS PER SEC~ 72~-~ H~EON ARE VAUD F~ ~IS MAP AND ~IES ~ERE~ ONLY SAID MAP OR COPIES BEAR ~E IMP~ ~ ~ ~E SUR~Y~ ~OSE SIGNA~RE APPEARS H~E~. ~E~ONi~S,.Y.$. Lie. NO. 49G18 (651,) 765-5020 FAX (631.) 765-1797 P.O. BOX 909 1250 TRAVELER STREET sOU, OLO. N.× 11 z, 07-112 N I om femill~r wllh the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES end will elide by fhe condilions sel forlh therein end on permil Io co~slrucl. RAIN RUNOFF CALCULATIONS 2' RAINFAII HSE.,GARA~E, DECK, PORCH& CE = 25E5 sq. TI. ~.575 x I ~ 0.17' ' 4E9 cu. fl. 4~.9/'~..2 ' I0 VF PROVIDE 2 DRYWELLS 8' e ~ 5 DEEP OR EOUAL~ SLOPES GREA 7~ER THAN 1074 "0 SEPTIC, SYSTEM CROSS SECTION I - tO00 GAL. SEPTIC TAN~ 3-8' ¢~ 4.5 DEEP LEACI'I~6 POOLS #ITH 3 ~ANO COLLAR [SW] BOTTOM Of- LEA~ POOL TO BE 3' ABOVE C~OUNB WA TER ? The local/ohs of we~s ~nd cesspoem shown hereon ore from field observqh'ons and or from clara ob/o/ned from o/hers. SCDHS REF -~ R,'O- O7 -/t5 APRIL 2008 (REVISEP HSEJ SURVEY OF PROPERTY AT FLEET'S NECK TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. "1000-103-14-06 SCALE: 1'--30' FEBRUARY 6, 2007 Feb. 14, 2007 (corners se/)* SEPT. 13, 2007 (CERTIF/CATION) OC,~. 3, 2007 (rev/$;on) FEB. 12, 2008 (RUNOFF] FEB. E5~ SO08 [FLOOD ZONES) EUGENES CREEK ~ 275' FLOOD ZONES FROM FIRM MAP ¢1~ $6103C0165 G 5/04198 ELEVATION$ ARE REFERENCED TO N~VD. AREA=21,824 SO. FT. LOT NUMBERS REFER TO "MAP OF EASTWOOD ESTATES SECTION TWO" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON NOVEMBER JO, 1964 AS FILE NO. 4210. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A V~OLATION OF SECTION 72090F THE NEW YORK STARE EDUCATION LAW, EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES REAR THE IMPRESSED SEAL OF THE SURVEYOR W,HOSE SIGNATURE APPEARS HEREON. · =P, IPE CER riFlED TO; MANUEL ES TE VES ~?~ ~X]6J1) 765-1797 N and will abide by the co~ permit to construct. ditions set forth therein and on the SURVEY OF PROPERTY AT FLEET'S NECK TOF'N OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-103-14-06 c,% SCALE: 1'--30' ~oo~.~.>~ FEBRUARY 6, 2007 FEBRUARY 14, 2007 (CORNERS SET) SEPTEMBER 13, 2007 (CERTIFICATION) O~ OCTOBER 3, 2007 (REVISION) ~1'4~. FEBRUARY 4, 2008 (PROPOSED HOUSE) ~ '0,¢~..~. FEBRUARY 12, 2008 (RUNOFF) ~ '~_v FEBRUARY 25, 2008 (FLOOD ZONE) ~ / APRIL 22, 2008 (REVISEO HOUSE) ~ MAY Z 2DOB (FOUNO~TION LOCATION) The location of wells and cesspools sl~own hereon dre from field observations and or from dora obtained from others. FLOOD ZONE FROM FIRM MAP ,,,jl3361033(~01633 G CERTIFIED TO: MANUEL ESTEVES ANTONIO AREA=21,824 SQ. FT. AD~~ /NC. LOT NUMBERS REFER TO "MAP OF EAS~WOOD ESTATES _ / SECllON TWO" FILED IN THE SUFFOLK ~O~NTY CLERK'S , /] ~ OFFICE ON NOVEMBER ,50, 1964 AS FILE NO. 4210. " ~']~~~L/~.'k/~O. 49618 ANY. ALTERATION OR ADDITION TO THIS SURVEYI~ A VIOLATION ~PECONIC~~S . J ~' OF SECTION 72090F THE NEW YORK STATE EDUC~ TION LAW, (6J1) ~~.,,..7~5-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. AIL CERTIFICATIONS o ,'~ ==r~, HEREON ARE VALID FOR ~7-11S MAP AND COPIES ~HEREOF ONLY IF ~.~,. u~.,,~ SAID MAP OR COPIES BEAR THE IMPRESSED SEA~ OF THE SURVEYOR 12330 TRA WHOSE SIGNATURE APPEARS HEREON. i · =PIPE SOUTHOLD, N I om fomilior with the AND CONSTRUC17DN OF DISPOSAL SYSTEMS FOR ond will obide by the permit fo construct. ~RDS FOR APPROVAL SEWAGE FAMIL. Y RESIDENCES ~s set forth therein and on the \ \ The Iocotion of wells ond cesspools she~n hereon ore from f(dd observqtions ond or from dot7 obtoined from others. FLOOD ZONE FROM FIRM MAP #J610JCO; 6J ,G 5/4/98 AREA=21,824 SO. FT. LOT NUMBERS REFER TO 'MAP OF EAST~ SEC llON 714/0" FILED IN THE SUFFOLK CC OFFICE ON NOVEMBER $0, 1964 AS FILE ANY ALTERATION OR ADDITION TO THIS SURVEY IS OF SECTION 72090F THE NEW YORK STATE EDUCA] EXCEPT AS PER SECTION 7209-SUBDIVISION 2. HEREON ARE VALID FOR THIS MAP AND COPIES THI SAID MAP OR COPIES BEAR THE IMPRESSED SEAL ~rlOSE SIGNATURE APPEARS HEREON. 'OODESTA TES 'JNTY CLERK'S NO. 4210. 4 VIOLA TION iON LAW. i CER TIFICA IIONS REOF ONLY IF ~' THE SUR~'EYOR SCDHS REF Jt RI0-07-115 SURVEY OF PROPER? AT FLEET'S NECK TOF. N OF SOUTHOLD SUFFOLK COUNTY, N. i000-103-14-06 SCAL~: 1'=30' FEBRUARY 6, 2007 FEBRUARY 14, 2007 (CORNERS SET) SEPTEMBER 15, 2007 {CERTIFICATION) OCTOBER J, 2007 (REVISiON) FEBRUARY 4, 2008 (PROPOSED HOUSE) FEBRUARY 12, 2008 (RUNOFF) FEBRUARY 25, 2008 ~FLOOD ZONE) APRIL 22, 2008 (REVISED HOUSE) MA Y 2, 2008 (FOUNDATION LOCATION) OCTOBER 7, 2008 (FINAL) NOV. 19, 2008 ~RE¥1EION~ FINALI % · =PIPE ~O ~T~S'ABST~AO~T, INC. 1250 ~A VELER STREET SOUTHOLD, N.~ 11971 07--112 GENERAL CONSTRUCTION NOTES t2. Basements with habitable space and every sleeping room shall have g4 Windows in buildings located in Wood-Borne debris reD,cos <areas within- at least one openable emergency escape as follows hurricane prone regions within 1 mile of the coastal high water 1. All construction shall conform to the 2007 Residential Code of New York State- Sift height of not more than 44 ~nches above the floor line were the base wind speed is 110 ides per hour or greater effective January 1, 2008, all Local Buildmg and Zoning Codes and the 2007 A Minimum net clear opened of 5 7 sqaum feet or 120 miles per hour as per figure R301 2(4) of the New York State New York State Energy Consevatlon Construchon Code. ALL CODES Except grade floor openmgs shall have a minimum net clear Residential Building Code shall meet the requirements of the large Shall supersede the drawings and shall be incorporated into the opened of 5 square feet Missis test ASTM E 1996 and the ASTM E 1886 drawings WHETHER tbey are indicated on the Plans er NOT B Minimum net clear opened height shall be 24 roches referenced thersm C Minimum net clear opemng width shall be 20" (vaLes are nommal design 3-second gust wed speed in m~les per hour) 2. The reference Standard that was utilized in the Design of the D emergancy escape and mscue openings shall be opersbonal~"~'/,~,,..~---SIMPSONH2A the structure is the AMERICAN FOREST & PAPER ASSOCIATION from the inside of the room w~thout use of keys or tools A EXCEPTION: ~ ~'..~ at each Rafte,r,. With Wood Frame ConstrDction Manual for one and two family dwellings Wood Structural panets w~th a mm~mum of thickness of 7/16 ~nch ~ J'!~,~ (5) 8d x 1-1/2 nails m Rafter ~ 2001 Eddion. (800-890-7732) THIS MANUAL shall 13 No back4111 shaft be p~aced agamst d~e foundation walls and a maximum span of 8 feet shall be permitted for opening be incorporated itc the drawings WHETHER they are Ideated untd the first floor framed ~s ~n place or brace the foundation protection Panels shall be precut to cover the glazed opemngs ~'! ~ (2) 8d x 1-1/2" nails in Plate on the plans er NOT with attachment hardware prowded in the table below. '~ -]II I[ "' (5) Bd × 1-1/2" nails In Stud .~/' with Simpson/Simps°n PHD5 Z 3. Wdtten Dimensions take precedence over scaled dimensions Double around openmgs ~n floor and roof framlng. Attachements shall be prowded in accordance wflh the table as fo,ows: IIIIIi ...... Typical strapping- refer to U SDS 1/4x3 x 14 4. The contractor prior to the start of construcbon shall verify all 15 Metal flashing shall be installed were concrete abuts wood. II~ II DWG-1 for detail /~ wood screws dimensions, existing or new and be responsible for field fit and were decks abut house framing. B. Fastener Schedule for wood plywood panels I~11II catch jack studs II fill all holes. Z 5. All Electrical. Mechanical and Plumbing shall conform to the 2007 NY State. 16 Install joist hangers at all flush structural Icad beanng condigens. TABLE 1609.1.4 and window or door Header. Local and County Codes and shaft be ~nspected and approved by the governing Typical each side and ALL :~'~---Threaded Rod with Nuts W '~J agenctes. TheGeneralContractorshallbereponsibleforallinstaflat,on, 17 ALLhab~tableroomsshallbeprovidedwflhaggregateglazingarea Fastener PanelSpan PanalSpan PanelSpan windowsanddoors. ~ FingerTightplusl/2 r,~ ,~,~O- materials, design and code compliance, ef not less S percent of the floor area of that room, and the mmimum Type Less than or less than or less than or I I turn epenable area to the outdoors shall be 4 percent of the floor area being equal to 4 feet squat to 6 feet eqaul to 8' 6. The Plumbed system shall be installed in accordance with the 2007 venhlated Refer ta Code sechon R303 RAFTER-TO-STUD CONNECTOR & ~J with a wrench Residential Code of New york.Ij~. 18. All window and door headers to be 2-2x10 unless noted otherwise. 2-1/2" #6 Wood 16 inches 12 roches 9 inches JACK STUDS TO HEADER TIE 7. The Electrical equipment and wiring shall be installed in accordance Screw or 10d on center en center on center NT.S II ~Typcial floor system wflh the 2007 Residential Code of New York State. 19. Vent dryers to exterior and bathrooms shall have mechamcal ventilation Nails,D where nowll~dow is provided on a separate swltch~ __ __ 8. The mechanical system shall be installed in accordance with the 2-1/2" #6 Wood 16 inches 16 roches 12 roches O 2007 Residential Code of new York State. 20. Guardrails are required where the difference In GRADE ~s more than Screws on center on center on center 30 Inches and openings in guardralls shall be less than 4 inches apart. 9. All New Footings shall bear on Virgin, undisturbed soil with a minimum Handrails are requned on stairs with 4 or more risers (R311 5 6) TYPICAL TIE DOWN AT SECOND FLOOR bearing capacity of 2000 pounds per square Foot. All Existing foetmgs shall be This table is based on a maximum wind speed (3-second gust) 06"belawgradeMinimum. ltshalJbetheresponslbllityofthegeneral 2t SmokeAlarms ShaJlbeprovldedlneachsieeplngReam. outsldeo[ ofal30mllesperhouranda33footmeanroofhelgh, I nts~ ~ ~ O centr=or to verl,, the depth at allexis,ng footings disturbed 0yeenstrucCon each sa=atesleeplng area inthe immediata,io,.gy of the bed=m .. -OEILIN OR PLOOR JOIST LU O LL and on each story of the dwelling, including basement and cellars Alarms Fasteners shall be installed at opposing ends of the wood ~ -- , / DIRECTION 10. Poared in Place concrete shall be air entrained; 5% < 7% total Bit shall be interconnected and hard-w~red to a commercial source, structural panels. ENDWALL---~ i / : content by volume and have an ultimate compressive strength at WHENEVER an alteration, addition, or conversion is made to an Existing ~ 28 days of 3000 psi. Except exposed slabs, garage slabs and steps Residence. the smoke detechen system of the ENTIRE residence must be Where screws are attached to masonry or stucco, they shall ~ r~ Z shall be 3500 psi. All work shall be in accordance with the 2007 Residential Code brought up to code. hard-w~red and mtercannected Code section R313 be attached uhllzlng vibrahon resistant anchors hawng s ,~A'~ -- -- ~ ENDWALL Of New york State. AIl Concrete shall conform to the latest ACI standards, mlnlmum ultimate withdraw capacity of 490 pounds,A' /Jk'BL 22 Carbon Monoxide Alarms: All CO alarms shall be connected ,o the lightilng ~-'I /F,oorand Ceiling JOISTSNOTE;8d COMMON NAILSARE 11. Basedestgnvalueforvisuallygradeddimensionallumber:Joists, studs c~rcudw~thnomterveningwallsw~tch Battery-pewered alarms are not stlowed Rafters and All Framing lumber shalt be DOUG-Fir #2 or better. CO alarms are required on each level on which sleeping quarters are located DESIGN LOAD INFORMATION BLOCKINGs', % 2-1/2" LONG E=1.6, Fb = 875 psi, Fy = 95psi, Fc = 1300 psi Provide one Detector in the Basement and one on the First Floor A, Ground Snow Load: 20 psT TYPICAL ' -- repetitive member shall be: 2xS =1208 psi, 2x10 = 1107ps~ B. Rooms other than sleeping: LL = 40psT, DL = 10pst AT 48" CC ~ ALL EXTERIOR LUMBER Shall be ACC requiring the following: 23 FLOOR DIAPHRAGM BRACING Blocking and connection shall be provided at 2-BAYS IN 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 framing C, Sleeping Rooms: LL = 30psT, DL = 10pst - -- OR STAINLESS STEEL andshallbespacedatamax[mumof4feetoncenter. Na~l~nginaccordancewlth D. Roof, no ceiling load: LL = 20 psf, DL=10psf I OCKING at48"on center b.) Use Copper flashing Only agamst ACC Lumber Sift Plates Nailing schedule E. Roof with cathedral Ceiling. LL = 20psT, DL = 15 pst END WALL BLOCKING DETAIL SECTION A - A c,) All Structural connectem i.e. simpson strong-Tie or USP, otc F, Decks & Exterior Balconies: LL = 60psT, DL = 10psT shall be Hot-Dipped Galvanized or Stainless Steel 24. All Engineered Wood Products such as "Trus Jomts, Nero-Lam, otc" shall be FOR FLOOR AND CEILING BRACING d.) ACC Above Ground (.25), ACC Ground Contact (.40) installed in accordance w~th the manufacturers latest mstallatien details, G. Guardrails and Handrails: LL = 200pst N T S eLOCKING SHALL SE PROVIDED PERPENDICULAR TO ALL FLOOR FRAMING Framing connectors, AIIIowable Hole diagrams, specifications, otc. H. Guardrail balusters and panel fillers: LL = 50psT "Micro-Lam" Design Stresses' E = 1.9 x 10E, Fb = 2,600 psh Fv = 285 pm I. Attic without Storage: LL = 10psT, DL = 10pstATMEMBERSA MAXIMUMIN THEoFFIRST4 FEETTWOoN CENTERSAYS OF FRAMING AND SHALL BE SPACED '¢! CUT N tin S dule for Later I and Shear ~. Atticwith storage: LL: 20psT, eL = 10psT /Attach to Rafters with LENGTH K. Stairs; 40psT /1-1t4" galv. x 20 gage 12" MEn ('~ /coil strap with (6) 8d common CorJnection requirelllen[$ ROOF SHEATHING ATTACHMENT REQUIREMENTS Refer to NYS code R301.5 for all Live Load foot notes /nails m each end at each rarer. I-- LEAR BASED ON TABLE 3,1 OF THE WFCM 2001 EDITION BASED ON TABLE A-3 10 OF THE 2001 WFCM EDITIION ENERGY NOTES ' L (/'J NUMBER OF NAIL SPACING Ma×rmum Nail spaced for 8d Deformed or 8d commom f~al~s DESCRIPTION COMMON NAILS ] 1 The Architect cemfles that to the best of his knowledge. .~ ~ ~-Use 1-1/4" Metal Z ' behef and professional jsdgement, the drawlegs are m compliance ROOF FRAM~NO ~ 3 - second gust Wind Speed @ 1~20 (MPH) with the Latest RES-CHECK report for the 2007 New York State Energy / Coil Strap 20 Gage w~th O Conservation Construckon Code./12" MEn (6) 8d common nailsI..... RAFTER TO TOP PLATE ITOE NAILED) 4-8D EACH RAFTER SHEATHING LOCATION Spacing At panel At intermediate , AIl HVAC systems shall meet the NYS Energy Code It shall ~ in EACH END at ~.,/~/~ EACH Stud. LLJ CEILING JOtSTS TO TOP PLATE (TOE NAILED) 4-8a EACH JOIST {SEE NOTE A) edges edges ~n field be the respensibildy of the General contractor to submit .% j_. ill in detail the design, calculations, drawings of the mechamcal, OEIMNG ¢OISTG TO PARALLEL RAFTERS (FACE NIALED) 5-16D EACH LAP INTERIOR ZONE 12" o c. 6" 6" air condfliomng, venhlahon heating systems stamped by a ,CEILING JOIETSLAP OVER PARTITIONS (FACE NAILED) 5-16D EACH LAP 16" O C 6" 6" professional engmeer if required by the Owner or Building Dept. RAF R RID TRAP WALL TO WALL STRAP ~ C Z ,, i.U Z Z CZ COLLAR TIES TO EACH RAFTER (FACE NAILED) 4~8D EACH TIE PERIMETER EDGE ZONE 12" o c 6" 6" 3. All glass to be double pane, ~nsulated with a LOW-E Coating~' J~l 16" o.c 6" 6" and shall have a U factor of not greater than mdlcated on plans BLOCKING TO RAFTEe (TOE NAILED) 3-ED EACH END RIMBOARDTORAFTERIENDNAILED) 2-16D EACH END Fasteners for asphalt shingles shall be gaivanized or stamless steel, 4 Allexter~ordoors, including the basement door shall be ~nsulated U,J LLJ wCh a maximum U factor of 4 and have weatherstnppmg Hurricane Tie% RAFTERS TO RIDGE. VALLEY OR HIP (TOE NAILED) 4-16D EACH RAFTER alummum or copper roofing nils. mmlmum 12 gage shank with a Exterior fire rated doors shall have the same U factor and at each rafter % minimum 3/8" Inch diameter head the fasteners shall penetrate weatherstrlpping and shal~ be self-closing. O LLJ RAFTERS TO RIDGE, VALLEY OR HiP (FACE NAILED) 3-16D EACH RAFTER through the roof sheathting and comply w~th ASTM F 11667% All asphalt shingles shall have self-seal strips, or be ,nterlockin,, ' J I~ 1 f I ~ I f WALL FRAMING i and comply with ASTM D 225 Dr ASTM D 3462 .~ I , , , ~__ ~: Top PLATE TO TOP RLATE,F^OE HA'LED, , t,D NOTE1 PEa FaCT ---, ; f: TOP PLATE AT INTERSECTIONS (EACE NAILED) 4-1ED JOIST-EACH 51DE For normal applications, asphalt shingles shalll be secured to roof ~ I] i PLUMBERCERTIFICATION with not less than six fasteners per strip. ON I.E/~J-' CONTENT PEFORE STUDTOSTUD(EAOENAILED) 2-16D 24"ON CENTER WINDOW HDn ~ CERTiF't 4TEOFO(-'. U¢'ANCY MEADERTO HEADER (FACE NAILED) 1ED 16"D C. ALONG EDGES NOTE A' For roof and wall sheathing within 4-feet of the perimeter mSC..'; ~"-' F '~ED I~ V'. il: ~ R p1J edge of the roof. include on each side of the roof peak, ~ , SUP£LY. 'qTEM ~ .... ~ ALL , , ~ .c,6TS TOP AND BOTTOM PLATE TO STUD 2-18D (max wall hi. 10') EACH STUD the 4-foot perimeter edge zone attachment requirements I '- EXCEED ;~, ~ti OF 1%:, ,,'~P. & VW, r. NEED BOTTOM PLATE TO FLOOR JOISTS OR BAND JOISTS i 2-16D NOTE 1 PER FOOT ~'V~J~ ; CFp-r, m ,T)ON OF o~ o DOUELETOPPLATEMINIMUM481NCHESOFFSET WALL SHEATHING ATTACHMENT REQUIREMENTS I ~ r ,iHiECTION$ OF END JOISTS, FACE NAILED IN LAPPED AREA 8-1~D~ DO N~'r ~CEED WiT~ HALL'; ' = I.- BASED ON TABLE A-3 11 OF THE 2001 EDITION 1-1/4" X 20 Gage Metal Coil ~ ¢ ~_ O CONTINUOUS HEADER TO STUO (TOE NAILED) 4-8D Ma×liMe Nail spacing for 8d common nails Strap wRh (6)-8d come, on nails FP ' , 9URVEY p,E. QuIRE[~- < :z ,n each end. catch jack studs OF; . ')CATION CONTINUOUS HEADER ~O STUD (TWO PIECES) I 16d ; 16'10 C along each edge and window or door He;oder. HAM b=:~, ,~, rnOVED, ALL CONRTPI?,TION SHALL BUILT UPCOGNER STUDS 16d 2~"ON CENTER 3 - second gust Wind Speed @ 120 (IMPH) Typical each side and ALL MEEI ]' ]" {:.;F_FlTS OFTHE COD:~ Ur N~.W Z BUlLTUP GIRDERS AND BEAMS. 16d ** 1/2" COX plywood OCCIJ? A ~{V ;-IR .... ~O[~K STATE. (SEENOTEA) edges edges in fieid II 'll ' I Panel, Attached to TYPCIAL ELEVATION USE i'; .,: ,,..,,,v'-tJL · ' NAIL EACH LAYERAT23HNCHES ON CENTER AT TOP i 6,, ~..-~J[J.-J- Frame in accordance WALL TO HEADER STRALPPING WlTi.l© OT, ~ <~ i ~ !,,ATE j)~WRiTER¢ C~RTiFICA~ AND BOTTOM AND STAGGER NAILS. 2-NAILS AT EACH INTERIOR ZONE 12" o 6 12" ~r - :[J~J -r END AND AT EACH SPLICE 16" o.c 6" 12,,' with Table 1609.1.4 nts 16" o.c. 6" 6"' '-WINDOW UNIT APPROVED AS NOTED .... , .... ,, LU I: BLOCKING TO JOISTS ,TOE NAILED) 2-8D EACH END for tbs common nails PLYWOOD STORM PANEL ~h' FOLLOWING INSPEC .,IS. ,, ,;' , ,~ )z4~, ~ ~) ' LC ' I SLOCKiNGTO$ILLORTOPPLATE(TOE NAILED) 3-160 EACH BLOCK FLOOR SHEATHING ATTACHMENT REQUIREMENTS SHUTTER DETAIL hI c~) 1. FOUNDATION - T'~ ',3 REQUIRED .~¢'~,~) A I Refer to General Note #24.b for Panel ? FOR POURED CC', 'RgTE ¢~-~-;'~;' ""~'~' i'. ~/~.,'~, 0 ~ ~ TM ' ', ~3 t,,,.~,~~-,' ~' ' ~' ' ~ ¢':N~,.'~" " 2. ROUGH - FRAM~N, & ?LUMBING ~/t ~ >,,,,~, ,, ' JOIST ON LEDGER TO BEAM (END NAILED) 3-8D EACH JOIST spaced at a m~nlmum of 6-~nches en center on fastener requirements. /~ 3. INSULATION !:~.;~f" ,' , ,/~.'- ~." ~u;~ ~'~ %,: panel edges and 12-inches on center m panel field , -~, 4. FINAL - CONSq RL C!K:II MUST ~ t . ',~ ": ], 3-16D EACH JOIST / . ~ ¢/ gE COMPLETF ~r~ C.C.~,~'~-I.~t ~%~; '~ BAND JOISTTO JOIST (END NAILED) i,?// ALL CONSTRUCTION SHALL MEET THE I,, ~ ~ " 4,-,?~1/~'' / YORK STATE. NOT RESPONSIBLE FOR ~I ~ -- · NOTE I; NAILING REQUIREMENTS ARE BASED ON WALL SUBJECTTODAMAGEFROM DESIGN OR CONSTRUCTION ERRORS, SHEATHING NAILED 6" ON-CENTER AT PANEL EDGES. GROUND WIND SIESMIC FROST WI~NTER ICE SHIELD AIR SNOW SPEED DESIGN LINE DE,SIGN UNDERLAYMENT FLOOD FREEZING ~ETAIN STORM WATER RUNOFF LOAD {M~H) CATAGORY WEATHERING DEPTH TERMITE DECAY TE~BP REQUIRED HAZARD ~NDEX PURSUANT TO CHAPTER 236 c'~ILING SHEATHtNI~i ATTAgI~MENT REQUIREMENTS45 LBS ~.~0 C SEVERE 3'-0" MODERATE MODERATE 11 DE~REES YES NO sg~ OF THE TOWN CODE. 5d cooler nails spaced 7" on edge and 10" in field;~/~ TABLE R301 2(1 ) NEW YORK STATE CODE Fastener Panel Span Panel Span Panel Span Type Less than er less than or less than or equal to 4 feet equal to 6 feet eqaul to 8' 2-1/2" #6 Wood 16 inches 12 roches 9 inches Screw or 10d on center en center on center Nails 2-1/2" #6 Wood 16 inches 16 roches 12 roches Screws on center on center on center NUMBER OF NAIL SPACING DESCRIPTION COMMON NAILS ROOF FRAMING RAFTER TO TOP PLATE ITOE NAILED) 4-8D EACH RAFTER CEIUNO JOtSTS TO TQP PLATE (TDE NAILED) 4-8a EACH JOIST CEIUNG JOISTS TO PARALLEL RAFTERS IFACE NIALED) 5-16D EACH LAP CEILING JOISTS LAP OVER PARTITIONS (FACE NAILED) 5-16D EACH LAP COLLAR TIES TO EACH RAFTER (FACE NAILED) 4~8D EACH TiE BLOCKING TO RAFTER (TOE NAILED) 3-ED EACH END RIM BOARD TO RAFTER [END NAILED) 2-16D EACH END RAFTERa TD RIDGE, VALLEY OR HIP (TOE NAILED1 4-16D EACH RAFTER RAFTERS TO RIDGE, VALLEY OR HIP (FACE NAILED) 3-16D EACH RAFTER WALL FRAMING TOP PLATE T° TOP PLATE (FACE NNLED) 2-16D NOTE 1 PEa FOOT TOP PLATE AT INTERSECTIONS ( FACE NAILED) 4-1ED JOIST- EACH 51DE STUD TO STUD (FACE NAILED) 24 6D 2~" ON CENTER MEADERTO HEADER (FACE NAILED) I~D 16" D C~ ALONG EDGES TOP AND BOTTOM PLATE TO STUD 2-16D (max wall hL 1(]') EACH STUD TOP AND eOTTOM PLATE TO STUD 3-16D Iwall hi; ~)' t~ 20') EACH STUD BOTTOM PLATE TO FLOOR JOISTS OR BAND JOISTS 2-16D NOTE 1 PER FOOT DOUBLE TOP PLATE MINIMUM 48 INCHES OFFSET 8-160 OF END JOISTS, FACE NAILED IN LAPPED AREA CONTINUOUS HEADER TD STUD (TOE NAILED) 4-8D CONTINUOUS HEADER ~O STUD (T~NO PIECES) 16d 16"oc alang each edge BUILT UP CORNER STUDS 16d 2-'t" ON CENTER BUILT UP GIRDERS AND SEAMS, 16d Sc Sc 2-INCH LUMBER LAYERS *' NAiL EACH LAYER AT 23HNCHES ON CENTER AT TOP AND BOTTOM AND STAGGER NAILS, 2-NAILS AT E,&CH END AND AT EACH SPLICE FLOOR FRAMING JOISTS TO EILL, TOP PLATE TO GIRDER (TOE NAILED) 4-8D EACH JOIST BRIDGING TO JOISTS (TOE NAILED) 2-ED EACH ENO BLOCKING TO JOISTS (TOE NAILED) 2-8D EACH END BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-16D EACH BLOCK LEDGER TO STRIP BEA~ (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 BAND JOIST TO SILL OR TOP PLATE (TOE NAILEDI 2-18D NOTE 1 PER FOOT 3 - second gust Wind Speed @ 1,20 (MPH) SHEATHING LOCATION Spacing A~ panel At intermediate {SEE NOTE A) edges edges ~n field INTERIOR ZONE 12" o c. 6" 6" 16" o c 6" 6" PERIMETER EDGE ZONE 12" o c 6" 6" 16" a.c 6" 6" 3- second gust Wind Speed @ 120 (IMPH) SHEATHING LOCATION Spaced At panel Ahntermed~ate (SEE NOTE A) edges edges in field INTERIOR ZONE 12"oc 6" 12" 16" o.c 6" 12"' 4-FOOT EDGE ZONE 12" o.c 6" 6'" 16" c.c. 6" 6'" SUBJECT TO DAMAGE FROM GROUND WIND SIESMIC FROST WI~NTE R ICE SHIELD AIR SNOW SPEED DESIGN LINE DE,SIGN UNDERLAYMENT FLOOD FREEZING LOAD {M~H) CATAGORY WEATHERING DEPTH TERMITE DECAY TE~MP REQUIRED HAZASD INDEX 45 LBS PHD5 HOLDOWN'----..~....~~ ,~ PHD5 HOLDOWN 5IS" THREADED~ '.i : 5/8" THREADED ~PHD5 ' · ROD. IMBED 7" cNwROD COUPLER,,~,~ ' ~'-'-MIN INTO ~..=~.. ~ ~-,_HOLDOWNS FOUNDATION DRAINAGE CONCRETE FOUNDATION TYPICAL FOUNDATION NUTS ~ FLR JOIST 7 CONCRETE i~==~) ~ ti code section R405 WATER-PROOFINGNewln accordanca with chapter 40fYork State Code. ~ ~- ~ ~w_ I When spaces below the finished grade CODE SECTION R-406 ^,r entrained Concrete ~'§" THREADED~ E1 ROD, IMBED 7" .[~T~"~-~__~ ~ 2'-0" MtN are to be enclosed with habitable or 8" Poured Concrete Wall on 16" x 8" Poured MIN. INTO CONCRETE cone slab " usable spaces, draingage shall be provided IN AREAS WHERE A HIGH WATER TABLE OR SEVERE Concrete wall footing, 2-2 x 6 ACQ in accordance with code section R405. SOIL-WATER CONDITIONS ARE KNOWN TO EXIST1 sill plates, Sill seal, Copper Termite Shield. TYPICAL PHD5 HOLDOWN TYPICAL HOLD-DOWN PLAN Drains around the footings shall consist PROVIDE WATERPROOF MEMBRANE EXTENDED All foundation walls to extend of 4" perforated pipe, the top of open FROM THE TOP OF THE FOOTING TO THE FINISHED to virgin soil and be full height walls TYP R R PHD SECTION DETAIL DETAIL BETWEEN GARAGE joints shall be covered with strips of GRADE. THE MEMBRANE SHALL CONSIST OF THE or step footings 1V - 2H per code. HOLDOWN SECTION DETAIL ~ GARAGE WALLS N.T.S. DOOR OPENINGS building paper, and shall be placed on FOLLOWING: N.T.S. N T.S. a minimum of 2 inches of washed gravel or 2-PLY HOT-MOPPED FELTS, 55 POUND ROLL ROOFING, crushed rock at least one sieve size 6-MIL POLYVINYL CHLORIDE, 6-MIL POLYETHYLENE, TYPICAL DECK FOOTING larger than the pipe joint and covered OR 40 MIL POLYMER-MODIFIED ASPHALT THE JOINTS /12" round concrete poured pier with not less than 6 inches of the same IN THE MEMEBRANE SHALL BE LAPPED AND SEALED .....--7PHD5 material. WITH AN ADHESIVE COMPATIBLE WITH THE // ^ CORNER STUD~ PHD5 2- 16D NAILS @ 16" oc~ y / HOLDOWNS; Exception. A drainage system is not required WATERPROOFING MEMBRANE SEE CODE SECTION [ ........ ~ ~ ~'* /See details on drawing-1 '~/1 when the foundation is installed on well-drained R406.2 FOR EXCEPTION ,, CONNECTED TO ~ ~/ HOLDOWN , //'connect OhS TRANSFER SHEAR ~ ~ CORN E R STUD .~.__--~. ~' - ground or sand/gravel mixture soils according / LOAD x~,' '-11-3/8" ~ ~)(1 to the Unified Soil ClassMcation System, CONNECTED TO Group 1 Soils, as detailed in Table R405 1 In 2-16d NAILS @ 6" 0.C."---~"~ ~/---BUILDING TRANSFER SHEAR "CORNER LOAD ~ 1'-8" MIN ~I The New York State Resident,al Building Code. ....... TYPICAL HOLD-DOWN PLAN I .... TYPICAL CORNER HOLD-DOWN DETA L ~. GARAGE 2-2xt0 treated deck girder pLaN DETAIL N.T.S. DOOR CORNERS N.T.S. CONCRETE FOUNDATION ~ i DAMPPROOFING i ~ 2x8 ACQ treated nailer. -~ ~ 25'-3" lag bolt to frame with W' x 4-1/2" Damp-proof wall ,rom top of footing /I ¢ ~ ' NOTE; 8d COMMON NAILS ARE to the finished grade, using a I -~ .- / I ;._ bolts At 16" on center staggered. 2-1/2" LONG bituminous coating, 3 Pounds per 42'-4 1/2" I ~ ~ ' '~' with 2-at each ends. Sqaure Yard of Acrylic Modified Cement, Teco each joist. All hangers and or any other Code approved Material. . 8 -0 . I ~ , bolts must be HOT Dipped I ' i / Galvan,zed or stainless steel 1-1/4" x 20 gage G-185 .- .............................................................................................................................. Galvanized Strap OUTSIDE BASEMENT ENTRANCE = I ~1 ,- .......... ~ ................................................. ,; ..... , , - .............................. :s ,, ud with (6)-8d common nails 8" concrete wall ON 16" x 8" Fig = ,,~ I ~ , , m, ~ ~ at each stud, wrap under sdl with 4" concrete landing, 4" drain ',- ¢. i ~ ~ ~ % and nail to back of each sill. TYPIC/~ - ; c , , ._ -I Strap may be attached OVER : , TYPICAL/ -~1~ ,"- ' concrete stairs to grade , PHD-5 ~ ~, ',;, the plywood OR directly to o, ~ ~ HOLDC A/N 5_., o_., PHD-5 with hand rail Der RR314 34"-38" x :_ , The Mechanical System shall be ' ~.~ ' above nosing. 36" high guard rail ~ ~ ~ = installed in accordance with Chapters " - q , ,, ~ ~ ~ 12-24 of the Res dent a Code of New York %, r-- I on top of concret 4 -0 i , i '- STRAPPING J ·withSimps°n5/8" anch.orPHD5 Hold-doWnSand . verity, in field withal\ ..grade // ," ~". ," o'~' 2x4 Frame Around the , ,, , ,-¢c ,, ,c~, .- ~ ' ...... ' IN shoe and sheet Rock 34 -38 /TYPICAL Fed, TING/ L Slab on Grade Construction ~ i' ( . sift and Nail to Provide at corners of garage ' i':'" '" '" ) AboveNasng /30"x30"x12'~Thick ¢oured ? back of Sill walls and doors and at Building ~ ~ , , , , reside wall Iwmmum. /~. ' .. .~ ,, .~ , , . , corners- see Foundation plan ~ ~ : , , , , m, ' , .. L, oncrete foobog & 3-u, - NOTE; ALL STRAPPING SHALL- ""'" - and Drawing-1 detail sheet for ~ ', , :' ,' ~ ,~ ' ,'~'~ ~ ~.//~co,=, - , \\ ~ iDlameter steel,, columnJ C. ........................ ~ ~' ~, STRAPPING IN CONTACT WITH CONCRETE OR MASONRY STRAPPING~ ~ ~ ............ ~ ' " ....... VL ' ' [ I. __.:.~I~. point Ioa~% I SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION TYPICAL EXTERIOR WALLS , 5-1/2 X.]4 g I ...... I , , .... II OR MANUFACTURED FROM Gl 85 OR Z450 GALVANIZED STEEL. ~, ....... '- ' ' ~ .... r ' Vernt C~thes Dryer : ' i -~ ..... iF---r ~ I Fire Rated Gypsum wall dry'ers !xhaust~ as required for garage I" ' c6 Fu"~c~" Board above the furnace SIMOf~E --~ __ I . I ® , I , x as per New York (~ AILAR~ ~.)~-TOP PLATES ~ ! ° : ~-- , State Code (~ P4M -- _ , 2 - SIMPSON LS50~ ~ ~ ~ 2 ~ SIMPSON LS50 ~l' *'- ~ 4" poured concrete slab ~ ~ '1 .......... -," [ ] ...~..-.c ............................... ..., - ~ % , - j ~ , ~ ' on compacted' ~ I TYP. DECK NAILER i .,, Board @ interior with 5d ,- ,, ,, APPLIED VERTICALLY AND ~ i ~ ' . 14'-9 3/4" ~o I '. ' Cooler nails @ 7" o.c. at .... ' NAILED WITH 8D NAILS i , granular fill. Pitch slab ~, 5'-3" ..-, panel edges & 10" D.C.,,. ', '"", ,, 3" ON CENTER AT EDGE ~ , ' , ,' ', ,, _ E I~ J ."' u "": in the field. : , ,, I~ AND 6" ON CENTER ' ' ~ ' . ' ~ ,' C i .=..: ,..., ..... ,,, ~' I' STEP FOOTINGS ~ ~- , ~ ~ ~ ,' ~ - 2-2x10 treated deck girder ,i m OPENINGS AND '~'"'~CONCRETE FOUNDATION ~)~' I ,~ Or provide full height ~ 4 ~ ,~ ' ' °, " AT GARAGE CORNERS ~ ~ ~ foundation walls ' I "' ~ .- , k" i ~ i, ,' TYPICAL DECK FOOTING ; L ....................................................... j ; , , , 12" round concrete poured pier L B A IN PAN L~TYPICAL TYPICAL~~--'-;~'~;~-.~'''" 'l?( See detads on drawing-1 ~ OUTSIDE VIEW \?! for strapping and uplift PHD-5 PHD-5 PHD-5 connections. HOLDOWN HOLDOWN HOLDOWN 111'-3 1/2". . 7'-2 1/2" , . WALL BRACING PANEL DETAILS REQUIRED BETWEEN , 8'-0" , 15'-7" . 18'-6" GARAGE DOOR OPENINGS AND AT EACH CORNERS . 21 '-0" .. QF THE GARAGE. NTS. 63'-1" , TYPICAL ANCHOR BOLT ! 1/2"@ 30" on center- maximum. FOUNDATION PLAN embedment of 7" with 3*' x 3" square washer. - ....... Hold 12" off corners and hold 4'~to 12,, off SCALE: 1/4" = 1 '_0" , ~¢/;~b~- %\"a~ each end of each sill plate, Uplift strap connections at all bearing walls. * See dwg-I ROOF .---" Pre-Fab/Factory Built Fireplaces .--- ..-'"'" - -.. In accordance with NYS code cahpter , , , ....... installed in accordance with the [i i,' ',, --~ conditions of the fisting. Factory-Built , , , , ' ' fireplaces shall be tested in accordance , ~ I ' ', I with UL 127. Hearths shall be installed in accordance with the listing of the TUB/ LAV WC WC LAV STALL WHIRL Fireplace & in accordance w~th NYS code SHOWER SHOWER POOL section R1003.9 Hearths & Hearth extension. ~ e×terior air supply. Extedor afl ducta 2ND FLOOR shall be UL listed. Factory Built Chimneys shall be ~n accordance with NYS code chapter 18 (chimneys & vents). , 42'-4 1/2" ., ........ -'-- ~ ' ~ 3" I Perma-cast ~ ........................... CO i & 8'0" AFF I ! ~' CONNECT TO A NEW 3-1/2"x9- /2"LVL ' 3-1/2"xg-~/~'LVL PLUMBING RISER DIAGRAM SUFFOLK COUNTY DEPT. , ~ I,-- OF HEALTH APPROVED "-~- - -' Notto Scale SANITARY SYSTEM. r ,2'-0" 13'-6" 12' 0" I 14'-0" , 20'-8 W2" KITCHEN ~ 3 ~ ' ~ BREAKF,~ST PLAY ~ ~ ~ ~ NOOK ~ - ~ ~ ~ 2x Nailerwith 1/2" lag bolts r 40 ~ , Post - see plans ~ I > , . fleming and Toe nad I Connecbon 1/2" threaded Rods , abuts dwelhng-use ~/8 fire rated ~/ .. .. P ~ ~ / ws/lnsu ~ ~ ~ ~ - -- ~ ~ ~ · I I nails A~ach rod through to tap of ~ I x wallboard on garage s~de add _ Header and through Underside ~ ~ fire rated wallboard on ~ppomte ... ~bly with ~ ~ ~ , I ~ DECKING STUi/2 Bearing Plates I section R702.3 Insulate wal(s . ,, Il wslinsul ~ ~ i ~ ~ ~ ~ ~ % ~ common w,th heate~ areas. ~ -- -- ~ I J I' ~ ~ ~ ~ -' I I FLOOR SYSTEM , ~ ~ ~ ~ ~ ~teco each ~ ~ I ~ ~ ~ UL sted ~ ~ ( ~ ~ ~ " J ' ~ Pre'Fab F~replace 2X DECK JOiSTS-see plank ~ t ~IoIst to girder ~ ~ I ....................... ', ~ ~ ~ 2 x ACQ Treated Nader Boar~ ~ / ~ insulate all * -- ~ (one size larger than jel~t) ~ ~ - ~, S~mpson BCS Post Cap I J ~ J with living area ~ ~ 1t2" Fire-Rated Lag ~olted ta ff~ming with ~ ~/,~ ',, or Equal at each post ~ ' ~ ~ ¢ ~ 1/2" diameter HOT DIPPED I ~ ~ ~ ~ ~ ~ Wallboard this ~ ~ ~ , galvanized belts at 24" o.c. '4x4POST ~1 /2x8Raffers~16"oc I v ROOM sideofwall ~ =~ ~ ~ to Nailer ~ith HOT DIPPED ~ I x 2xt 2 C~g Jsts ~ 16"~c . I or~nnect°r ABU44equal ~ ] =- ~52 = 15'-0" ~10" HB&G I ~ ~ ~ , ~ Perma-cast % ~ % 3' 6'~ 3,_6,~ ' Column ~plc~ ~TRAPPING For ROOf OVER WOOD PORCH CONSTRUCTION ~ ~ ~ - ~ _ , ~ ~ D~T~]L ~0~ 6T~Ap~IN~ PURPOSE6 ONLY, ~E~ TO L -- I ............. TW3052-2 - Transom ~LANS FOra ACTUAL OONET~UGTION HATE~IAL5 ~ND mt~ENSrONS, TW3052 TW: 052 . 5'-7 3/4" r ~ ,' 5'-11" .' 9'-2" . 5'-11" ., 4'-0" 4'-0" , 7'-9 1/2" ,' 7'-9 1/2" 111-3 1/2" W~N~OWS, .WH, .We DOORS AS .O~OWS; 1 ST FLOOR PLAN e' CEILING HT Plans indicate ANDERSEN series 400 DH Electrical Note: Plumbing Note: model numbers. Provide LOW-E glass ~ Smoke Detector and $CALE: I/4" - iLO'' The Plumbing System sha,, be installed DH WINDOWS sha,l have a DP Rating of 50 AIl electrical equ,pment and in aooordance with ohapters ,,-,, ofth. .ith the high sill stop and DP upgrad, wiring shall be installed in ~ Carbon Monoxide Detec,o, Refer to general notes ¢21 LIVING AREA; 1261 SF res,dent, al Code of new York And use the Pl~ood panels as detailed OnDrawing.1, OR use the accordance with Chapters 33-42ortho R~.id.,ti~, ~*d ~ ~. GARAGE AREA; High Impact resistant glass in all windows Code of New York. ¢ and exterior doors with glass. - t ~ ~"~Continuous R~dge Vent TYPICAL ROOF CONSTRUCTION Class A Asphalt roof Shingles ~ /Ridge beam Ice and Water Shield consisting of with six fasteners per shingle. / ~ ~ 2-layers of underlayment cemented Ice & Water Shield. / / ~ ~ together or of a self-adhering ~ / ~. ~ polymer modified bitumen sheet, / ~ ~ ~ i2 shall extend from the dave's edge ,.) ~ ~ to a point at least 24 inches ~ns~de '' - - - - - - '-I~~ t~EX~ERIORwalllineoftheBudding. ---=~-- Vented Vinyl% ~ ~ ~i So,ts ..... , "~q ~ ~ /¢~x Ledger Ed. with 2x8 Rafters 16' cc ~ , -d-- ~- ~ I /1/2" Lag Bolt ~ 32"oc 2xGCellngJolsts 6 oc~ ~ ..... ~ O ~/ ~ ~ JJ J /bolted to Framlng ~ % 4 e II J /Teoo each Joist to 5 ~ln~ ~o~r~t on~ ~----~ ........ ~ Furrln~ e~rf~ ~R-13 Bat ~i ~~ II ~ 5t4" Clear Pine ~ B 2 R-30 Batt/ LVL GIRDER ~ anther Posts tO Ndr ~lth ¢; - J~;. d ~ ,, ~¢er to Petall~ on g~-} '% ................................... ]~ ~fm~son most anchor~, Underlayment conforming to ASTM D 226, Type 1 (Note: Double underlayment is required for Roof slopes between 2 on 12 and 4 on 12) Framing As per plans with 1/2" exterior grade plywood Sheathing, Nailing to framing in accordance with the fastener schedule and uplift Strapping ~ ~ '~--F F ~ ~---'~CEILING OR FLOOR JOIST details on Drawing -1. DIRECTION W ENDWALL--", TYPICAL SOFFIT CONSTRUCTION. 'I 6" Wood fascia & 6" Wood rake boards. -- -- - - I TYPICAL EXTERIOR WALL 2-BAYS IN ---- ! \ i.,.i . 2 x 4 Doug-Fir Wood Studs @ 16" on center. -- ........ t BLOCKING at 48" on center ~"~- Double top Plate and Single Sole Plate. Exterior Grade 1/2" Plywood Rated Sheathing SECTION A -A Fastened per schedule on drawing-I, tyvec House Wrap or equal. Vinyl Siding. END WALL BLOCKING DETAIl,, uplift Strapping installed in accordance with WFCM 2001 manual and details on drawing-1. FOR FLOOR AND CEILING BRACING BLOCKING SHALL BE PROVIDED PERPENDICULAR TO ALL FLOOR FRAMING N.T.S.~ ~ MEMBERS IN THE FIRST TWO DAYS OF FRAMING AND ~HALL BE SPACED TYPI CAL FLOOR CONSTRUCTION AT A MAXIMUM OF 4 FEET ON CENTER U 3/4" Plywood Span Rated Subfloor. accordance with the fastener schedule. Floor joists and Bndging as per NYS Code. TYPICAL FOUNDATION CONSTRUCTION 8" 3000 psi Air Entrained Poured concrete wall on 16" x 8" Poured Concrete Wall Footing. Exterior- Damproofing. 2- 2x6 treated Sill Plates, Sill Seal And Termite Shield. · SIMPSON PHD5 Anchor bolts per Foundation Plan FLOOR TO FLOOR and Uplift Strapping per WFCM 2001 manual TIE ANCHORS WITH and details on Drawing-1. 14 SDS 1/4 x 3" WOOD SCREWS-SEE INSULATION SCHEDULE ~DETAIL ON DWG -1 Flat Ceiling ........................................ R-38 Vaulted Ceiling .................................. R-19 '~, Floor(unheated space) ....................... R-30 Floor(outside air) ............................. R-30 6'-10" ..... . ~ ~. .~, Exterior Walls 2x4 .............................. R-13 All Glazing .......................................... U=.34 Doors4ess than 50% glazing ............... U=.40 Doors-greater than 50% glazing ......... U=,34 u~Ith ~a[v ~,ost anchors, 1 3L 1" 2-2x8 Provide 1/2" Gypsum Wall Board on celings ~ SC. ALE: I/4"= j,_(~)u and walls except basement walls and unless ~ ~--. I \ noted. Moisture Resistant Wall Board on ~ I I c SEE DWG-1 FOR Ceiling and all walls in Bathrooms and ~ I~c ,°° 3 1/2'" STRAPPING DETAILS Fire Rated wall Board Iocated as per ~ ~ ~ ~ ~ ANDNAILING SCHEDS, code and drawmgs. ~1 ~ ~ ~ ~ ~ ~ ~, Bedroom ~2 · ~ ~ ~ ~ smoke alarm~ ~ ~ ~,~ , ~ ~ 78'~ -- - 2xl0Ridg'eHA ~' 8'-2 u2" __ HALL ~ BA/H fan CO alarm z, '- ~ 0 , , , Simpson PHD5 ;, Iwith Simpson 04 i SDS 1/4x3 x 14 ! wood screws I /Threaded Rod with Nuts ~,, "Finger Tight plus 1/2 turn ~Simpson PHD5 I ~ , ~*~ '~ O, ~-~Xo with Simpson i ~ 0 0 smoke alarm SDS 1/4x3 x 14 ~ ~. ~o ~- wood screws f--- c, ~ ~ I ~ 2-2x8 - ~ ~~' 1~2 ~ 8 R~"~I~ ~6''cc I TYPICAL TIE DOWN ~ -- ~ I ~ ~,Gc~,t,e~e"o: ~ ~ ~ ........... BETWEEN 1ST & 2ND FLOOR A~ TW3046 m , 2x4C.T. e 16"o0 I TW3046 ~ nt, ~~ ~ Bed'room ¢1 m m ~ ~ ~ ~ smokoalarm I I ~ ~ ~ ~1 VaultedOeiling m g , - > ( to 12'-0" , ~ , ~-- TYP. FLOOR - / ~- .J II I i TO FLOOR TW3052-2 2ND FLOOR PLAN 8' CEILING HT HOLDOWN archtop transom I ,~ ~, ?,i ,~ ~C,~,LE: j/~.a = J'-O' 8'-31/2" ~ 15'-7" · 11'-31/2" k LIVING AREA; 1104 SF 35'-2" ~,M~,~ ~' mm ~,,, ~ ~lllllllll, ,_ ~- - -_ =,~:~ r-1 r::: i ... ..... ~Ullk~~Ul~--~_ '_ _~_ i~~~,~ - ~ ~ ~ , , , , , ,, ' ~ ~ ' FRONT ELEVATION ~ , , SCALE: 1/4"= 1'-0" ~ ~ ~ ~ ~ ~ ~ SCALE: 1/4" = 1'-0" .... E' ~'- ~ -'~ ~'- ~1 , I I I I I I ~. ~ ~ ~. . ~ , ' ~ "" , I ," '~, LEFT ELEVATION ~ REAR ELEVATION I ~ I ~ ~ ~ ~ SCALE: 1/4" = 1'-0" I I 1'-0" I I I I I Il III , ~ SCALE: ]~4": i i i i i~ Ill _ ..... E' ~ ~ -~==~- ===~ ........