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HomeMy WebLinkAbout34177-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPARCY No: Z-34177 Rte: 11/13/09 THIS u~KTIFIES that the building RECONSTRUCT DWELLING Location of Property: 550 GREAT PECONIC BAY BLVD LAUREL (HOUSE NO.) (STREET) (HAMLET) Co%uaty Tax Map No. 473889 Section 145 Block 2 Lot 5.1 subdivision Filed Map NO. __ Lot NO. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 18, 2008 pursuant to which Building Permit No. 34177-Z dated SEPTEMBER 19, 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 RECONSTRUCTION OF ONE FAMILY DWELLING WITH SECOND FLOOR BALCONIES, COVERED ENTRIES, SUNROOM AND ATTACHED THREE CAR GARAGE AS APPLIED FOR. The certificate is issued to EMAi~UEL & MARIE CLARKE ARTURI (OWNER) of the aforesaid building. SUFFOLK COU~FI~I DEPAR~ OF HF~J~TH APPRO~-AL R10-08-0047 09/28/09 ELBt-rRICAL C~K'rIFIC~%~ NO. 126884C 08/14/09 PLiErS ~KTIFICATION ~%'£~u3 08/18/09 KEVIN REMPE PLUMBING Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDINGTOWN765-1802 DEPART,MENT HALL APPLICATION FOR CERTIFICATE OF OCCE This application must be filled in by typewriter or ink and submitted to the Building I 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 architect 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 bythe 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 o f Occupancy - Residential $15.00. Commercial $15.00 New Construction: Location of Property: / Old or Pre-existing Building: House No. Street Owner 0r Owners ofPmperty: g/L~i~r t~ ~j E. . L '~ County Tax Map No 1000, Section /t/~.~"~ Suffolk Subdivision Permit No. ~ Date of Permit. · Health Dept. Approval: ~ Date. Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ , 4Y Block Filed Map. Applicant: C~d L~ ~-- Undenvriters Approval: Final Certificate: (cheek one) Hamlet , I ~t: (check one) CA'~31ic~nt ?Signature''-''--4 Issue Date 8/14/2009 Electrical Inspection Certificate Electrical Inspection Service, Inc. Application Number 375 Dunton Avenue 126884C East Patchogue, New York 11772 (631) 286-6642 Issued To: Mr. EmanuelArturi Street: 550 Great Peconic Bay Blvd. Village: Laurel Zip: 11948 Section: 145.00 Block: 02.00 Lot: 005.00 Contractor: Elec Tec Inc. Town: Southold Lic. Ct 4814-E Was examined and found to be in compliance with the National Electrical Code. Commercial ~ NVDefects L~ Pool [] lstFIoor [] Indoor ~ Basement ~ HotTub Residential ~ Det. Garage ~ Attic X~ 2nd Floor ~ Outdoor ~X~ Addition L~ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 143 143 197 15 15 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 2/20a 1 20 1 Gas 1/60a 1 Gas 1/20a Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 x 7 B/O 1 Meter Amps Phase UG/OH Jacuzzi Television CO Detector I 400 1 [x~ / 2/20a 3 Bldg. Permit: 34177 Other Equipment 1-400 amp Raintight Disc./1-400 amp ATS Raintight/2-200 amp Subpanel/1-60 amp IDisc./1-100 Disc./1-40 NC Disc./ amp amp !1-30 amp NC Disc./3-20 Amp NC Disc./5-20 amp Air Handler Disc./60 amp Steam Unit Disc./12-20 amp Spec. Circuits Hugo S. Surdi President Rough Inspection: 01/2812009 This certificate must not be altered in any manner. Inspectors may be identified by their credentials. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLr~ CERTIFICATION Date: Building Permit N013~ J 77 Owner: ~"~'~3~'2, (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this dayof ~'~,~ws¥ , 20~ NOtary Public, .~ ~, 4: ~. { ~. County John M. Judga NOTARY PUBLIC, State of New Yon No. 01JU6059400 Qualified In Suffo~ Co~an~b/ i Commission Expi es M y29,20 I FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES COMPLETION OF THE WORK AUTHORIZED) UNTIL FULL PERMIT NO. 34177 Z Date SEPTEMBER 19, 2008 Permission is hereby granted to: E & M ARTURI 550 PECONIC BAY BLVD LAUREL,NY 11948 for : ALTEP~ATION & ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 145 pursuant to application dated SEPTEMBER Building Inspector to expire on MARCH 550 GREAT PECONIC BAY BLVD LAUREL Block 0002 Lot No. 005.001 18, 2008 and approved by the 19, 2010. Fee $ 964.00 A-u~hori~ed Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. [ ] INSULATION ~]/FINAL ~_~ ; [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY ROUGH PLBG. INSULATION ~ FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: INSPECTOR~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. ~ INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ REMARKS: DATE ~'~ --/I _o~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ~X~ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [~~ STRAPPING [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ~FIRE RESISTANT PENETRATION REMARKS: ~-~._~ o ~ DATE __ _ INSPECTOR~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ] FOUNDATION 1ST ] FOUNDATION 2ND ~ STRAPPING INSPECTION J~ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ~FIRE RESISTANT~PENETRATION REMARKS: /~~ ~ ~ ~ DATE ~- '- 3'"~ ~ 7 INSPECTOR~~~'~- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOU/~ATION 1ST [ ]ROUGH PLBG. /- ]~UNDATI~[ ]INSULATION FRAMING/~ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~//'~ ~ ~F-~,,,/.~ DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ~/~FOUNDATION 2ND [ [ ]FRAMING / STRAPPING [ [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE //- / '~- o ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765- t 802 INSPECTION FOUNDATION 1ST [ ]ROUGH PLBG. FOUNDATION 2ND [ ]INSULATION FRAMING~ [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTAI~[I' PENETRATION REMARKS: DATE Ii~'S'/~ECTION REPORT DATE COMlVIENTS FOUNDATION (1ST) FOUNDATION (2ND) ROUG}t FRAxMING & INSU-LATIOH PER H. Y. STATE I{NERGY CODE ADDITIONAL CO1VIB~fENTS BUILDING DEPA~NT TOWN HALL TEL: (631) 765-180a FAX: (631) 765-95~ SoutholdTown.NorthFork.net Examined Approved Disapproved a/c Expiration Building Inspector BUILDiNG PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval SurveZ Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Stom~-Water Assessment Form Contact: Mail to: APPLICATION FOR BUILDING PERMIT INSTRUCTIONS DateOU:~' iq ,200~ 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, 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 r~egulations, and to admit authorized inspectors on premises and in building for necessary inspections. /D /)~ (Signature of applicant or name, if a corporation) (Mailing address of applicant) } [ q 0 State whether applicant is owner, lessee, agen~te~engineer, general contractor, electrician, plumber or builder Nameofownerofpremises _~,]4~IIA~0L~ d [~fi7~ ~.x~'-~__~\ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land~ on which proposed work will be ,done: House Number Street Hamlet Lot ~~ [ County Tax Map No. 1000 Section [/~.~'- Block ~ Subdivision Filed Map No. Lot 2. Statea. existing Existing USeuse and and occupancy occupancy of premises ~ andl intended O ~ use and ocrupanc,. ~ o~ ~ oposed construction'. b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Repair Removal Demolition Other Work Estimated Cost~ 5. If dwelling, number of dwelling units If garage, number of cars Fee Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front Height_ Number of Stories Rear ,e~, Depth 4- Dimensions of same structure with alterations or additions: Front ~O d_ 1~,.~,~-- Rear Depth. Height Number of Stories 8. Dimensions of entire new construction: Front Height Number of Stories Rear Depth 9. Sizeoflot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated "~ - ,e~ 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 premises /'5~'~xq-.~ Address Name of Architect Address Name of Contractor Address Phone No. ~g, c~,~,c~ , Phone No( ~ :3 cD - B o 3:3 ) Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES__ NO__ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES__ · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) SS: COUNTY OF ) C ~'z ~:5'-~ '~.~.xt'~ ~) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH (S)He is the ~ ~ 'X-e-c---['- NotaryA N...o..0!B_U6185050 Public.State of New York ~DCorporate Officer, etc.) ~uu,,~ m ~nn~K ummy (Contractor, Cornm~ssi0n Expires April 14, 20 ~ ~ 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, )64'4~'~ dayof ~l~'' 2008 Notau Public CHARLES M. THOMAS, R.A. September 17, 2008 RE: ARTURI ADDITION TO EXISTING SECOND STORY FIRST FLOOR EXISTING = 2178 SF- NO ADDITION SECOND FLOOR EXISTiNG = 779 SF SECOND FLOOR ADDITION = 743 SF BASEMENT EXISTiNG = 1090 SF ATTIC = N/A COLLAR TIES RENDER ATTIC UNOCCUPIABLE tarles M. Thomas, R.A. New York State Department of Environmental Conservation Division of Environmental Permits, Region One SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790 - 3409 Phone: (631) 444-0365 · FAX: (631) 444-0360 Website: www.dec.state.ny.us LETTER OF NON-JURISDICTION TIDAL WETLANDS ACT Alexander B. Grannis Commissioner May l6,2008 Emanuel and Made Clarke Arturi 15 Bridle Path, PO Box 2022 Remsenberg, N.Y. 11960 Ro~ Application #1-4738-03824/00001 550 Peconic Bay Blvd., Laurel, N.Y. SCTM #1000-145-02-004&005 Dear Mr. and Mrs. Arturi: Based on the information you submitted, the Department of Environmental Conservation has determined that the property landward of the bulkhead greater than 100 feet in length, and constructed prior to 8/20/77, as evidenced on Tidal Wetland Map#706-536 and Aerial Image Resources photograph#66-1891 dated 3/06/76 and shown on the survey prepared by John C. Ehlers dated 4/17/08, is beyond Tidal Wetlands Act (Article 25) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely Laura Scovazzo Permit Administrator cc:JMO Consulting, MHP, file P~'£t~' A Dickerson DaYe Bergen B~b Gh~io. Jr 3'©tl"N' CF £r.::",' HOLD 5,~J095 Rout~ 2a P.O. }~oa 1179 ,c~u~kold, N~w Y'ork 2 ~,97 May2~,2008 5;.:~ ~'f:CCI?~C [tA'¢ P..OULEYAR9, LAUREL Dear Mr. Just: 'l t,,: Sou~hoid Town BoaJd of Trustees reviewea the site plan pre0ared by Charles M, 'i'hcmas. Archit~'..ct, iast revised May 2600, ar~ ee~ved on May 2~, 200~, deter '.";f ~l ~ha~ ~he ~e:'~c:~m: ct' ~r, ex~siin~ ~c-~:r::y singl.~ family dwelling and co~tr~cfiop cf e new ~#o-stoW s;r~[(~ f'~,:~;ly dw,~liing is o~ of the Wetiand jurisdictiort ~md~r Ch ietffr ~75 ~f t ,e Tc~#n Wettand Code and ChaFter 111 of the To~,~m C0, .... r.~erefore in accordance with the current Wet(at, ds Code (Chapter 275) and the~ L;oas~ ~rosion Hazar~.i Area (Chapter 111) no ..r~rmit is required. P{ease ~ advised however, taut no con~tructioh, sedimenia[ion, or disturban~ of any kind may take plac~ m~rsu.er~t to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibili~ to e~aum pat att necessa~ precautions are take~ to provera any $edimematio~ or other alteration or ~imu~ance to the ground sufi~ or vegetation wbhin Tidal Wetlands ju~iseic[io~ and Coastal Er~sicn Hazam Area, which may result from your project. 5ucn p,'ecautigns may incJ~de maintaining aQequate wGfk a~ea b~tween the tidal w~tlaad This determination is not a determination from any other agency. if you have any further qLlesdons, please do not h~itate to call, Sincerely, Jame~ F. Kir~g, Presidem Board oJ TYustees JFK:eac Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M, #: Bi$1rlcl Section Block Lot THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WATER, GRADING, DRAINAGE AND EROSION CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IH THE STATE OF NEW YORK. Item Number: (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Ye~s N~o 1 2 3 4 Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") inch Rainfall on Site? (This item will include all mn-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces,) Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFIow! Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Matedal within any Parcel? Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surlace? Is there a Natural Water Course Running through Ihe Site? Is this Project within the Trus ees jur sd ct on or w h n One Hundred (100') feet of a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vedical Rise to One Hundred (100') of Horizontal Distance? Will Driveways, Parking Areas or other Impervious Surfaces be Sloped ID Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of any Item Within the Town Right-of-Way er Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercourse? NOTE: If AnyAnswer 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 Permitl 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 -- STATE OF NEX,¥ YORK, COUNTY OF ........................................... SS __ make and file this application; that all statements contained in this application are true to the best of his knowledge and belied and that the work will be performed in the manner set forth in the application filed S'~orn to before me this;" (/,.,..~ '~ .............................................../ q '~ da,, of ....'~,,qr:r~,..'~..?.r "- ......................... ,20 0 ~ ~ Notary Pubfic: ...... .~..~ ......~...~ ~.(:':J,....~... ~ ...... ..~~~ (Signature o/Applicang FORM - 06/07 REScheck Software Version 4.1.3 Compliance Certificate Report Date: 09/16/08 Data filename: C:\Documents and Settings~Administrator~Desktop~ARTURII.rck Energy Code: Location: Construction Type: Heating Type: Glazing Area Percentage: Heating Degree Days: 2007 New York Energy Conservation Construction Code Suffolk County, New York Detached I or 2 Family Non-Electric 5750 Construction Site: 550 PECONIC BAY BLVD LAUREL, NY Owner/Agent: EMMANUEL & MARIE ARTURI 15 BRIDLE PATH REMSENBURG, NY (631) 830-3033 Compliance: 27.1% Better Than Code Maximum UA: 860 Your UA: 627 DesignedContractor: CHARLES THOMAS, R.A. 206 LINCOLN STREET RIVERHEAD, NY 11901 (631) 727-7993 Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Wall 2: Wood Frame, 16" o.c. Basement Wall 1: Solid Concrete or Masonry Wall height: 7.0' Depth below grade: 4.0' Insulation depth: 7.0' Window 1: Wood Frame:Double Pane with Low-E Basement Wall 2: Solid Concrete or Masonry Wall height: 4.0' Depth below grade: 3.0' Insulation depth: 3.0' Dcor 1: Glass Floor 1: Ali-Wood JoistJTruss:Over Unconditioned Space Furnace 1: Forced Hot Air78 AFUE 2115 15.0 15.0 68 1523 38.0 38.0 21 1520 15.0 15.0 67 1360 15.0 15.0 60 945 10.0 10.0 20 516 0.360 186 1629 10.0 10,0 111 147 0.210 31 2115 15.0 15.0 63 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed/~o meet the 2007 New ~'ork Energy Conservation Construction Code requirements. When a Registered Design Professional has staml~d and sig~ed this pagj~, they are attesting that to the best of his/her .~no~,ledge, belie.f, and profet~sional judgment, such pl~gs or spe.C~t~hs are in I~/)mplii~ncej/~ith this Code. (/./r( Name'- Tit~e ~ ' ' ' ~nature v I -- Date Project Title: Report date: 09/16/08 Data filename: C:\Documents and Settings~Administrator~Desktop~ARTURII.rck Page 1 of 4 REScheck Software Version 4.1.3 Inspection Checklist Date: 09/16/08 Ceilings: I~ Ceiling 1: Flat Ceiling or Scissor Truss, R-15.0 cavity + R-15.0 continuous insulation Comments: [] Ceiling 2: Flat Ceiling or Scissor Truss, R-38.0 cavity + R-38.0 continuous insulation Comments: Above-Grade Walls: [] Wall 1: Wood Frame, 16" o.c., R-15.0 cavity + R-15.0 continuous insulation Comments: [] Wall 2: Wood Frame, 16" o.c., R-15.0 cavity + R-15.0 continuous insulation Comments: Basement Walls: [] Basement Wall 1: Solid Concrete or Masonry, 7.0' ht / 4.0' bg / 7.0' insul, R-10.0 cavity + R-10.0 continuous insulation Comments: Exterior insulation has a dgid, opaque, weather-resistant protective covedng that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. [] Basement Wall 2: Solid Concrete or Masonry, 4.0' ht / 3.0' bg / 3.0' insul, R-10.0 cavity + R-10.0 continuous insulation Comments: Exterior insulation has a dgid, opaque, weather-rasistant protective covedng that covers the exposed (above~lrade) insulation and extends at least 6 in. below grade. Windows: [] Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.360 For windows without labeled U-factors, descdbe features: #Panes Frame Type __ Thermal Break? Yes No Comments: Doors: Door 1: Glass, U-factor: 0.210 Comments: Floors: [] Floor 1: Ail-Wood Joist/Truss:Over Unconditioned Space, R-15.0 cavity + R-15.0 continuous insulation Comments: Heating and Cooling Equipment: [] Furnace 1: Forced Hot Air: 78 AFUE or higher Make and Model Number: Air Leakage: [] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. [] Recessed lights are 1) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-lC rated fixtures are installed with a 3" clearanca from insulation. Vapor Retarder: [] Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: Project Title: Report date: 09/16/08 Data filename: C:\Oocuments and Settings\Administrator~Desktop\ARTURII.rck Page 2 of 4 REScheck Software Version 4.1.3 Inspection Checklist Date: 09/16/08 Ceilings: ~1 Ceiling 1: Flat Ceiling or Scissor Truss, R-16.0 cavity + R-15.0 continuous insulation Comments: [] Ceiling 2: Flat Ceiling or Scissor Truss, R-38.0 cavity + R-38.0 continuous insulation Comments: Above-Grade Walls: [] Wall 1: Wood Frame, 16" o.c., R-15.0 cavity + R-15.0 continuous insulation Comments: [] Wall 2: Wood Frame, 16" o.c., R-15.0 cavity + R-15.0 continuous insulation Comments: Basement Walls: [] Basement Wall 1: Solid Concrete or Masonry, 7.0' ht / 4.0' bg / 7.0' insul, R-10.0 cavity + R-10.0 continuous insulation Comments: Extedor insulation has a dgid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. [] Basement Wall 2: Solid Concrete or Masonry, 4.0' ht / 3.0' bg / 3.0' insul, R-10.0 cavity + R-10.0 continuous insulation Comments: Extedor insulation has a rigid, opaque, weather-resistant protective covering that covers the exposed (above~jrade) insulation and extends at least 6 in. below grade. Windows: [] Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.360 For windows without labeled U-factors, descdpe features: #Panes Frame Type __ Thermal Break? Yes __ No Comments: Doors: [] Door 1: Glass, U-factor: 0.210 Comments: Floors: [] Floor 1: Ali-Wood Joist~rruss:Over Unconditioned Space, R-15.0 cavity + R-15.0 continuous insulation Comments: Heating and Cooling Equipment: [] Fumace 1: Forced Hot Air: 78 AFUE or higher Make and Model Number: Air Leakage: [] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. [] Recessed lights are 1) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non*lC rated, fixtures are installed with a 3" clearance from insulation. Vapor Retarder: Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: Project Title: Report date: 09/16/08 Data fiiename: C:\Documents and Settings~Administrator~Desktop~ARTURIl.rck Page 2 of 4 [] Matadals and equipment are installed in accordance with the manufacturer's installation instructions. [] Matadals and equipment are identified so that compliance can be deta~Tnined. [] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. [] Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. [] Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation, Duct Insulation: [] Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. [] Return ducts in unconditioned attics or outside the building are insulated to at least R-4. [] Supply ducts in unconditioned spaces are insulated to at least R-8. [] Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [] All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes, Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [] The HVAC system provides a means for balancing air and water systems. Temperature Controls: [] Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [] Separate electdc meters exist ror each dwelling unit. Fireplaces: [] Fireplaces are installed with tight fitting non-combustible fireplace doom, [] Fireplaces have a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: [] Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is pad 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-depletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: I~ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: Report date: 09/16108 Data filename: C:\Documents and Settings~AdministratoADesktop~ARTURILrck Page 3 of 4 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" Temperature (°F) 170-180 0.5 1.0 1.5 2.0 140-169 0,5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Piping System Types Range(OF) Insulation Thickness in Inches by Pipe Sizes 2" Runouts 1" and Less 1.25" to 2,0" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Project Title: Report date: 09/16/08 Data filename: C:\Documents and Settings~Administrator~Desktop~ARTURIhrck Page 4 of 4 TOWN OF SOUTHOLD PROPERTY RECORD CARD- OWNER STREET ~-~'~ VILLAGE DIST. SUB. LOT 7- ~ S W ~PE O~ BUILDING /O S~S. ~ FA~ COMM. CB. MISC, Mkt. Value ~ND IMP. TOTAL DATE REMARKS AGE BUILDING CONDITION Nm No~,L BELOW ABOVE I ~1 F^~ A~,. Va'Ue^c,e':'erW.~e 'illable 2 'illable 3 V~land wampland FRONTAGE ON WATER :rushland FRONTAGE ON ROAD BULKH~D 'ot~ I D~ K M. Bldg. Extension Extension Extension Porch Porch Breezeway Garage Dinette Foundation 3asement ,/ / K. Ext. Wails Fire Place Type Roof PxecreQtion Room Dormer Driveway Both Floors Interior Finish Rooms 1st Floor Rooms 2nd Floor LR. DR. BR. FIN. B TOWN FORMER OWNER RES..~ ,j SEAS. [tVL J 9 FARM COMM. CB. MISC. LAND IMP. -~OTAL DATE REMARKS I AGE BUILDING CONDITION N~ NOR~L BELOW ABOVE FA~ Acre Value Per Value Acre Tillable [illable 2 Fribble 3 ~oodland ;wampland FRONTAGE ON WATER Irushland FRONTAGE ON ROAD {ouse Plot DEPTH BULKH~D brai DOCK / / / / / / / / / / ........ £009 Si: NOTES FEHA FLOOD IN'SURANGE ~ HAP ~ER ~10~O48~ ANO FLOOO ZO~ X ~L LA~ NORTH OF ~E ~LK~AO LI~ IN ZONE A~A = ]~ 5.F. OR 1.6q55 AGeS 6 I(AST MAIN STRI!ET NY,S. LI('. NO. 50202 RIVERHEAD, NY. I 36~ 8~*~,~ Fax 36)-g_8~ REF. '\(h mpaqser er\pros\90S\)6-0_lC.pro 51JRVET' OF PROPERTY' 51TUATE: LAUREL TOINN-. 5OLrrHOLE) F:~=FOLK GOON'r'r', NY SURVEY'ED APRIL I-/, 2OO~ FOONDATION LOG. DEG. 12, 2OO~ UTILITY POLE LO(--. FEB. 6, 2OOq UNDER GONS, T. FEB 26, 2OO<:1 FINAL 5~PT. II, .CRJFFOLK C, OUN'I~' TAX # IOOO - 14.5 - 2 - .5.1 .SUFFOLK GOUNTY DEPT. OF HEALTH REF. # RIO - O~ - 004-/ MAR~ ~ ARTURI BRID~E ABSTRACT COMPANY OF NEW YORK ®tP. APHIO _5GALE I"= 40' : ,~-}EALTH SERVICES P~.,.,~T FC.~ mF~ R ~, ..~- .......... ......... ORA LU III SHEET SCALE: Z NO. 1 -RAISE EXIST, CHIMNEY PER CODE MATCH ALL EXISTING IE: WINDOW · DOOR FRIEZE BOARDS, x, SHU33'ERS MATCH TAIL EXISTING )lng, RAKE BOARDS RAISE EXIST. CHIMNEY PER CODE EXISTING J CEOWR PERFECTION CEDAR PERFECTION SHINGLE~ EXIS~NG FOUNDATION E X I S T I N G TO REMAIN SCALE: II' '~'' = I ' ~ SCALE: 1/4'' = --0" F~ II.DING DEPAF, '~l' ~ ',M TO 4PM i ,HE il, H - ~:~,AMING & PLUMBING ON ~LL CONSTRUCTION SHALL THE REQUIREMENTS OF THE COU5S OF NEW YORK STATE. PLATE HEIGHT G ~R,,'Z'J~g~TION OF N A~,O~NECTiONS R ETA I ~l~OIl~ ~l~I~]' E R RUN( PURSUANT OF THE TOWN CODE. TO, SECOND FLOOR 8' ~" PLA~ HEIGHT IS UNLAWFUL UT CERTti: I0/'~,"'' OCCUPANCY CEDAR MATCH EXISTING DETAILS ~EW HOOF STRUCTURE RAISE EXIST, CHIMNEY PER CODE EXISTING ROOF TO CEDAR SHINGLE ROOF~NO EXISTING ROOF REARi, o,,ELEVAT, ON E [/ T__ ,,SIDE ELEVATI SCALE: 1/~$" = - SCALE: 4" 1'-0 EXIS~NG FOUNDA~ON THESE DRAWLNDS AND ACCOMPANY]NC SPECIFICATIONS, AS INSIRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCBIECT AND THEIR USE AND PUBLICALqON SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH 1HEY WERE PREPARED, REUSE, REPRODUC~ON OR PUBLICATION BY ANY METHOD, IN WHOLE OH IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL CONTACT WI~ ~HEM SHALL CONSTITUTE PRIMA FACE EVIDENCE OF ACCEPTANCE OF THESE RESTRIC~ONS, PL LLI _Q SHEET NO. 1 EXIS3}NG , ---Feq ~ ~EXISTING CONC, PIERS I Ii I ~ Ii I ~l I I i i ~ 1 ~ I'x'~''~ ~I""~~TO REMAIN ~TO EXISTIN~ ~IR"ER REMAIN ~ I xx TO REMAIN I I I~1 I EXlS~ I ~ <, I CRAWL I I ~.~ ~.~ E~ I S P A C e e x I s t I n G <~.> .)~ Iii m ~ ~ ~l'lm ~Nm /4 ~1-1/~ I EXISTING ,'-'-'~ ;-"~ ', ~' ~~, ~ ~0 I q- ~ , I 0 SCALE: N.T,S I F ~ [ / [ ] ~-- __ I I I I ~ ..... J I, I II I I ~,~o I I ~ I I I c R a W L I I I sxis~ ~ I SPACE I II SLAB j I I f I I I I I I I I I I I I l:II ~ IL ......... J L J L_~ EXISTIN6 ~ FO~,,N DATION PLAN SCALE: 1 = /1'-0" I : : : E£MOVE & RF. PLA¢6 ~'-.f ~'-.f 6'-4" *'-4" 6'-; .'-¢ ~'-,D' 6'-,D" , :, -- " " "' '"" " '" II o~R. ~ ~oo~ ~,~ o,~,To, ,o~' ,,o,/,' cox ,,~,,~,~,,~.~,6,~ ~ ~-- ~.U~ IIII ~111 '111 ~ ' , ~' ~"~ ~; U N ~ o o M ~ ....... ~l ~: I ~m ~ ~ ~~ /-SECOND FLOOR ABOVE I ..... '~ ~ F-- ~--~,-~,'~ ~ mi ~ ~ ., _o ~z o · I~_ ~- ....... I ......................... - ~-~",~' .~. ~ CERm~ Qoo~ ~ -- ~ ~-- -- ~ ..... ~ 1 ~ I · ~:~ Il ~ ~ I Il ~ ~ Z ~ II .' , ~ I, , ~ 't-- II .~ II ~ D I Nil N G ,,~ ~-- ~= i~ I °~. ffi 4'-o" ~i ~ . NOOK i~ FAMILY "~ ROOM ~L~,,._6.,__~F 0 W ., i y i i ~z ~ i -- ~ i 20' o" I ~ ' ~ r~l_~" ~ - - , ,, - ~ ~ ~.~ ..... ~ i~" / ~ I ~ ~ M .s**. '> ~ ~ - 114 /,.,.,1 ®--0.~.0. .... ~ --} (I;--- 0 -,~ ~, B A T H = I~~~ ~ / / ~ ~ ~ Il- , I ~,~ ~ u F, P ~ R ,-,,, IJF~- r---iL ~ ~'-~"~ · ~ v ~ ~ ~ ~ , ',( -~,~// \~,~,l ~ 13._ ¢.4~ FAN TO EXTERIOR [] .~ LINEN ~ ' -- ;' '~ ~ *' ~ ~' ~ ~/ ~: ~ .~1 F A M IL Y ~-~----,o., c= ,~.,.~ II[IL~ ~ LD ~ R O O M /F ~/~lJ ~ O --') J ~ ~o'-D" I , 6,, ~ ^ ^ ~ ~ / ,, ~ ---- - .., ~ ~ - -- ~ I~,.~,.-J:~ "~ ~ ~ ~ I u. -c% ~ : - g I' /- .~.o~ ~/ , , II I ~ /-Ex sm w ~o~ mo RE~'~ I II o ' ~, CLOSET ,2~ CFM EXHAUST ({ ~ ,- ----~o= 7 I ,-~........s. OKEEXISTING ~;, ~!l ~REMOVE bJ D- I ...................................... · ,,,,,, .....-.., ,...* . I -- :-F~. ..... ~ ..... ~---~ ........ ~, -- -- -- o FRABE OUT ,~ POWDER n U~ 0 I "~:~ II ~°":= =":~" II =" ~" iI ~ / / sEoo~) ~oo~ ,.o~e /' ,'~"-' 'eNI ~ ' ! TO RZMAIN ~'7- ' l SCALE: l/z/'= 1'_0" . '~'-'~" Z-,o~" 1.,._1¢' S-11~" . 8'-m" , 6'-7 - 7_1. . 6'-11" 6-0:~ 1. S.F. OF ADDITIONAL SEOOND FLOOR AREA = 751 SF , ~'-~ ~._,,..j 0 ,"'~1 FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" ~,~ I- 0 S,F. OF PORCH AREA TO BE CONVERTED TO LIVING AREA = 4-97 SF C- o X 12' RIDG£ BEAM EXIST, \\ ~ 2" X 12" RIDGE BEAM \ ~ / \ CI \\ i II J 2" X 12' RIDE BEAM BUILT STEP CRICKET R O OF ,o,,P LAN SCALE: 1/4" = - 8'-0" PLATE HEIGHT TYPICAL FLOOR CONSTRUCTION MATCH EXIST, FLOOR dOl$l W/~/4-" PL'f?~OO SUBFLOOR T,O. SECOND FLOOR . 8'--~1, PLATE HEIGHT T.O, FIRST FLOOR PeR CODE CHIMNEY TYPICAL ROOF CONSTRUCTION SHINGLE ROOFING OVER 15~ ROOF FELT ON 1/2" COX PLYWOOD 2'X12" ROOF RAFER$ O 16" O,C, 2xB COLLAR TIES ¢~ 32" 0,C, r MATCH EXIST. ATTIC ROOM ~ s'-o" II FOYER EXISTING CRAWL SPACE EXISTING FOUNDATION WALL TO REMAIN TYPICAL X 12" RIDGE BEAM 2" X 12" RIDGE CEDAR g OVER tS~ Ri ATTIC ATTIC EXISTING FOUNDATION WALL TO REMAIN MATCH EXIST, ROOF SWEEPS 8'-O" PLATE HEIGHT T,o. WINDOWS T.O SECOND FLOOR 8'-4" PLATE HEIGHT T.O, W~ND OWS FUR OUT EXIST DECK FLOOR MATCH EXlBT, MAIN mN FLOOR IN REST OF HOUSE %0. FIRST FLOOR --EXISTING GONG, PIERS TO REMAIN CROSS SECTION 1 SCALE: 1/~" = 1'-0" ROOF CONSTRUCTION ON I/2" CD' PL'B~O0 SHEA'IHING, RAFTERS @ 16' O.C, ATTIC ATTIC MASTER BEDROOM TYPICAL CEILING T HALLWAY CONSTRUCTION I0" CEIUNG JOISTS · 16" O,C. ~','/R-30 BATT. INSULATION 8'-0" PLATE HEIGHT T,O, WINDOWS LU zZ olll W T.O__: S E C O~N D__FL 00~R ~ .'-,," PLATE ,E,G.T Q) : ~-IVING '~ ROOM DINING FAMILY ROOM R 0 0 M EXIS~NG FOUNDATION WALL TO REMAIN E~G S C E %0. FIRST FLOOR SHEET SCALE: 1/4" = 1'--O" NO, TOP PLATE BOTTOM PLATE TOP PLATE SAND JOIST OR BLOCKING SILL PLATE CORNER AND PARTITION POSTS RAFTERS AND CEILING l~ ~ JOISTS OR APPROVED ROOF TRUSS TOP PLATES N 0 T E: TOP PLATES SECOND STORY TOP PLATE- A THIRD STUD AND/OR PARTITION INTERSECTING DRILLING AND BACKING STUDS SHALL BE PERMITTED TO BE JOIST IS PERMITTED TO NOTCHING PROVISIONS OMITTED THROUGH THE USE OF WOOD BACKUP STUD BE CUT OR NOTCHED CLEATS OR METAL DRYWALL CLIPS THAT WILL FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- SERVE AS ADEQUATE BACKING FOR THE FACING BORED HOLE MAX SEE DRILLING AND I DRILLING AND MATERIAL, BORED HOLE MAX I II Ill Illl I III III DIAMETER 40Y~ NOTCHING PROVISIONS NOTCHING PROVISIONS DIAMETER 60% ~ OF STUD DEPTH WFOM SECTION 5,5,1,1,1WFCM SECT'ON ='~,1.~,1 FRAMINGDETAILS OF STUB BEP~ B/B" M'N. TO EBGE ., t I I 5/8" MIN. TO EDGE 5/B" MIN, TO EDGE JOIST ENDS TO BE 5/8" MIN. TO EDGE NOTCH MUST NOT EXCEED \ FOR BLOCKING AGAINST 24" GYPSM BOARD INSTALLED iN 25% OF STUD DEPTH -- JOIST '--AND BRIDGING IN ACCORDANCE 16d NAIL AT O.C, ACCORDANCE WITH WFCM TABLE 5,1 NOTCH MUST NOT EXCEED' ]F HOLE IS BETWEEN 40% AND 60% OR BLOCKING SEE WFCM SECTION 5,3 WITH WFCM 5.5,1,5-END RESTRAINT 40% OF STUD DEPTH --OF STUD DEPTH, THEN STUD MUST BE DOUBLE AND NO MORE THAN TWO AND 5.5,1,4 BRIDGING BORED HOLES SHALL NOT SUCCESSIVE STUDS ARE DOUBLED ]EARING --% BORED HOLES SHALL NOT BE LOCATED IN THE SAME AND SO BORED BE LOCATED IN THE SAME CROSS SECTION OF CUT OR YALL /--1 IN.x4 IN, RIBBON WOOD STRUCTURAL PANEL CROSS SECTION OF CUT OR CUT iNTO STUD - ~STALLED IN ACCORDANCE LAP JOIST 5 IN. MIN. /~ FOR FIRE BLOCKING Sd NAIL AT 6" O.C WFCM TABLE 5.1 /*LLPANELEDGESI ~ WFCM 2001 SEC HIGH WIND EDITION 8d NAIL AT 12" O.C, ON ALL FRAMING MEMBERS NOT AT ~ (o) OOTSIDE CORNER DETAIL PANELEDGES WFCM 2001 SBC HIGH WIND EDITION SECTION 3.4-.1.1.1 FIGURE 5.5 A '~ k-SUBFLOOR~ ~" 8d NAIL AT 6" O,C, ACCORDANCE WITH WFCM TABLE 5,1 BOARD INSTALLEDIN SECTION 5.4.5.1.1 FIGURE 5.5B NOTCHING AND BORED HOLE LIMITATIONS MONOLITHIC (ALL PANEL EDGES) SLAB-ON-CRABS NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS ~ FOUNDATION FOR INTERIOR NONBEARING WALLS INTERMEDIATE BALLOON FRAMING WOOD STRUCTURAL PANEL 2x4 CONTINUOUS INSTALLED IN ACCORDANCE L BRACE AT 6' O.C. BEARING WALL 16d NAIL AT 24" WITH WFCM TABLE .5.1 ~OOF PRAM, TOP PLATE NAILS WALL,FLOOR & ROOF FRAMING 8d NAIL AT 6" O.C. ON ALL F.~RA~MI, LNG' , ~E ~ ~B,[ R~S ~A T,.,,P, A,N,E, L bUUbb ANU /Z U,L,, ur4 ALL S"~"~-~ ~TUD TO RAFTER OR CEILING JOIST ~BOTTOM PLATE + JOIST CRAWL SPACE OR BASEMENT FOUNDATION FRAMING MEMBERS NOT AT STUD TO STUD DETAIL I FASTENING SCHEDULE (b) INSIDE CORNER DETAIL PANEL EDGES GABLE END TRUSS EXTERIOR CORNER FRAMING UIRED PLATFORM FRAMING TYPICAL WIND-BORNE DEBRIS PROTEC'IION FOR WOOD SI~UCTURAL PANELS FASTENER SPACING FASTENER 2 FEET ~ FEET 6 FEET PANEL SPAN ~ PANEL SPAN ~ PANEL SPAN ~ PANEL SPAN TYPE ~ 2 FEET ~ 4 FEET ~6 FEET ~ 8 FEET 2" 6 ~6" 12" 9" ~/~S~REWS 2 1/2" ~8 16" 16" 16" 12" WOOD SCREWS WIDE B, THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 53 FOOT MEAN ROOF HEIGHT, b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. c, NAILS SHALL BE lOd COMMON OR 12d BOX NAILS. d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. o. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11,1 m) EXTERIOR WAll STRAPPING &: ANCHORING SCHEDULE ASEA HOLDDOWN USED / LENG'IH ~UMBER OF CAPACITY OF HOLDDO NAILS ;-Sd TO STUD CONNECTION NOTES: ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRI~ ¢\NE RESISTANT RESIDENTIAL CONSTRUCTION, SSTD 10-99) TABLE 3D5 F1 FOB LAVE CONNECTIONS, TABLE ~05 F2 FOR UPLIFT LOAD AT GABLE END WALLS AND TABLE ,3,2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD pANEL SHEATHINg IS AC['' PTABLE AS LONG AS MIN, NAIL PENE~A~FION INTO FRAMING iS ACHIEVED. INSTALL THROUGH FIRST FLOOR SHOE, ROOF RAFTER uONF HFAPFR ~ A HEADER STUDS FULL L ~-- UPt C( 4EC' IUIR 20 CD,. STRAP-14 W/(8) 8d NAILS EACH SIDE LENGTH STUDS ENDWALL ~ NOTE: 5d COOLER NAILS AT 10" 0.( UPLIFT CONNECTION IS REQUIRED 2"x4" BLOCK NAILED TO EACH AT EACH END OF HEADER AND BRACE WITH 4-1Od NAILS AT BOTTOM OF HEADER STUDS IN ADDITION TO CONNECTORS AT GYPSUM BOARD WALL STUDS AND AT TOP AND A . BOTTOM OF CRIPPLES 5d COOLER NAILS AT 7" O,C, 20 GAUGE STRAP BLOCKING TYPICAL FRAMING AND UPLIFT IO-8dNAILS BLOCKING CONNECTIONS FOR OPENINGS ~ ENDWALL STUDS -- FLOOR BRACING AT END B~YS CEILING BRACING GABLE ENDWALL 8d NAIL AT 4" O,C. SECTION A-A 'WFCM FIGURE 3.7o) lZ'MAX. I (WFCM FIGURE 3.7a) ~ ~CE OF FOOTING IUIREMENTS RIDGE TENSION STRAP ~ ~ USE 8-8d COMMON NAII. S ~ i .~~I- WOOD ~q'N-EACH END OF 1-1/420 GAUGE STRAP ~ NO CEILING CENTER 2x BLOCKING J DIAPHRAGM I STRUCTURAL PANELS r/~H/~ ~, HE X/~CEEB'DU T4 ON EFETB. NM OA~ FACE AND ON WALL BELOW ,~ H SHEARWALL REQUIREMENTS BUT NEED I E_FED 15 FT. GABLE ENDWALL, BALLOON FRAMING ~'"~' PREFERRED METHOD FOUNDATION CLEARANCEFROM SLOPES Bd NAIL AT 12" O.C. ON RIDOE BEAM / ALL FRAMING MEMBERS 1/2' SPACNG~ NOT ATPANEL EDGES ~°~ RIDGE TENSION STRAP DETAIL HOLDDO~ GYPSUM BOARD ~ INSI^LL^qO~ I~ -16d NAIL AT (PHD§) SIDE WALL SiMiLAR NNECTION NAIL Al- 6" MIN. o,c. (ALL PANEL EDGES) STRUCTURAL PANEL SD£W^[L-- INSTALLED IN ACCORDANCE WITH NAILING SCHEDULE (TABLE 3.1, WCFM HIGH WIND EDITION) (A~ OUTSIDE CORNER DETAIL Simpson Strong-Tie Simpson A35- Chimney Framing PHD ROOF RAFTER / RIDGE DETAIL ~CORNER SCALE: N.T.S, ~ SCALE: N.T.S. Strong-Tie BRACINIG DETAIL FLOOR TO FLOOR CONNECTION HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, WINDOW AND DOOR OPENINGS: (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE 3.SG & ~ WOOD PANEL iNSTALLED ACCORDANCE NAILING (TABLE ~.1, WCFM 200 HIGH WINO EDITION 8d NAIL AT 6" O.C. ALL FRAMINO MEMBERS AT PANEL EDGES AND 12" O.C. ON FRAMING MEMBERS NOT AT PANEL EDGES EXTERIOR BOARD 8d NAIL AT 6" O.G. (ALL PANEL EDGES) NAIL AT 24" O.C. (BI INSIDE CORNER DETAIL CORNER FRAMING T A B L E R501.5 MINIMUM UNIFORMLY DISTRIBUTED LOADS USE LIVE LOAD EXTERIOR BALCONIES 60 DECKS 40 PASSENGER VEHICLE GARAGES 50 ATTIC WITHOUT STORAGE 10 ATTICS WITH STORAGE 20 ROOMS OTHER THAN SLEEPING ROOMS 40 SLEEPING ROOMS 30 STAIRS 4-0 GUARDRAILS AND HANDRAILS 200 SHEET NO. (TABLE 5.1 WFCM HIOH WIND EDITION) NAILING SCHEDULE JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING RAFlER TO TOP PLATE (TOE-NAILED) 4-8d PER RAFTER CEILING JOIST TO TOP PLATE ( TOE-NAILED) 4-8d PER JOIST CEILING JOIST TO PARALLEL RAFTER I FACE-NAILED) 9-16d EACH LAP CElUNG JOIST OVER PARTITIONS (FACE-NAILED} 9-16d EACH LAP COLLAR fie TO RAFTER (FACE-NAILED) B-Rd PER TIE BLOCKING TO RAFTER (TOE-NAILED} 2-Bd EACH END TRIM BOARD TO RAFTER (END-NAILED) 2-16d EACH END WALL FRAMING TOP PLATE TO TOP PLATE (FACE-NAILED) 2-t6d (SEE NOTE I) PER FOOT TOP PLATE AT INTERSECTION (FACE-NAILED) A-16d JOINTS - EACH SIDE STOD TO S~JD (FACE-NAILED) 2-1Rd 24' O.C, HEADER TO HEADER IFACE-NAILED} 16d 16" O.C. ALONG EDGES TOP OR BOTTOM PLATE TO STUB (END-NAILED) 2-16d PER 2X~ STUD 3-16d PER 2X6 STUD 4-16d PER 2)(8 STUD BOITOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOKiNO ( FACE-NAILED) 2-t6d (SEE NOlle 1,2~ PER FOOT FLOOR FRAMING JOIST TOsiLL,TOP PLAIE TO GIRDER (TOE-NAILED} 4~-8d PER JOIST BRIDGING TO JOIST (TOE-NAILED} 2-Bd EACH END BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d EACH BLOCK _EDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST JOIST ON LEDGER TO BEAM (TOE-NAILED} 3-8d PER JOIST BAND JOIST TOJOlST (END-NAILED') 3-I6d PER JOIST BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED} 3-16d PER JOIST ROOF SHEATHING STRUCTURAL PANELS Sd {SEE TABLE 3.8} DIAGONAL BOARD SHEATING l"XB" OR I"XB" 2-8d PER SUPPORT l"XlO" OR WIDER 3-Sd PER SUPPORT CEILING SHEATING GIPSUM WALLBOARD 15d COOLERS I 1" EDGE / 10" FIELD WALL SHEATHING STRUCTURAL PANELS Bd (SEE TABLE RREBOARD PANELS 7/16" 6d 3~ EDGE / 6" FIELD 25/32" 8d 3' EDGE / 6" FIELD GIPSUM WALLBOARD 5d COOLERS ~" EDGE / 10" FIELD HARDBOARD Bd (SEE TABLE PARTICLEBOARD PANEL 8d {q~TABLE 3.9} DJAGONAL BOARD SHEATING l"X6" OR )'X8" 2-Rd PFR SUPPORT l"XlO" OR WIDER 5-Rd PER SUPPORT FLOOR SHEATHING STRUCTURAL PANELS 1' OR LESS 8d 6" EDGE / 12" FIELD GREATER THAN 1" 1Od 6" EDGE / 6" FIELD DIAGONAL BOARD SBEATINO l"XB" OR I'XB" 2-Bd PER SUPPORT I1"x10" OR WIDER 3-8d PER SUPPORT 1, NAIL REQUIREMENTSAREA BASED ON WALL SHEATINO NAILED 6" ON-CENTER AT THE PANEL EDGE , IF WALL SHEATING IS NAILED 3" ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR ALTERNATE CONNECTORS SUCH AS SHEAR PLATES. SHALL BE USED TO MAINTAIN THE LOAD PATH, 2, WHEN WALL SHEATING CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMIqED TO BE REDUCED TO 1-6d NAIL PER FOOT. SIMPSON STRONG - TIE 1 1/4" COIL STRAP - 16" O,C. USE 4-80 NAILS AT EACH STUB MIN OVERLAP IS 12" FLOOR TO FLOOR CONNECTION (TABLE 5.2 WFCM 2001 HIGH WIND EDITION) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL & SHEAR LOADS ANCHOR BOLT CONNEC~ON FOUNDAB~ON BRACING WAIL pERt~ITER M,~.XIMUM ANCOR BOLT SPACING (TABLE 5,10 WFCM 2001 HIGH WIND EDITION) ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS F= NAIL SPACING AT INT1FcRMEDIA!]~ ~PPORTS IN 114S PANEL FIELD (IN) TO 6 INCHES O, S, ('TABLE 3,2 WFCM 2001 HiGH WIND EDITION) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL& SHEAR LOADS SIMPSON H-8 5- 80 TO STUD 4- 80 TO PLATE (EVERY STUD) ~'1 ANCHOR BOLT (14") BP-3 PLATE 7" MINIMUM EMBEDMENT (SEE ANCHOR SCHEDULE, ON DWGS A-3.1 AND A-3,2) SIMPSON ~" PHDS-SDSB (14) SDS ~"x 5" WOOD SCREWS 7" MIN EMBEDMENT (SEE FOUNDATION PLANS A-$,I AND A 3.2 FOR LOCATION) (MINIMUM DOUBLE STUD) ,1 ;/4" lEDGE DISTANCE PLAN .WALL TO FOUNDATION CONNECTION SIMSON STRONG - TIE 1 1/4" COIL STRAP - 16" O,C, USE 4-80 NAILS @ EACH STUD, WRAP UNDER SILL PLATE MIN. OVERLAP IS 12" SILL PLATE TO JOIST AND RIM JOIST TO STUD CONNECTION ~e design of this structure Is based upon prescriptive approach using the Wood Frame Construction Manual (WFCM) 2001 SBC published by ~e American R905,6) GENERAL NOTES: UPLIFT - CON~NUOUS PATH CONNECTORS USE SIMPSON STRONG-TIE CONNECTORS FOLLOW PRODUCT SELECTION GUIOE AND INSTALLATION MANUAL FOR HIGH WiNO RESISTANT CONSTRUC]ION CATALOG C-HW02 ANCHOR BOLTS IN FOUNOATION USE: SSTB28 WITH BEARING PLATE, SEE FOUNDATION NOTES FOR SPACING SILL PLATE TO RIM JOIST USE: LTP4 16~ O,C, AT EXTERIOR PERIME~R AND GARAC, E/HOUSE COMMON WALL USE (4)-8d NAILS AT EACH END GARAGE SIt.ID GARAGE SILL PLATE USE~ SSP CONb~¢:CTOR AT tG" O.C. USE (4)-8d NAILS AT EACH END RIM JOIST TO STUB CONNECTION USE: MTS 36, lC" O.C, USE (4)-8d NAILS AT EACH END FLOOR TO FLOOR CONNECTION USE, USE (A)-Bd NAILS AT EACH END RAFTER TO STUD CONNECTION USE: MTS 36~ EACH ROOF RAFTER USE 8 16d NAILS AT EACH END RAFTER TO RIDGE TO RAFTER CONNECTION USE: H7 EACH ROOF RAFTER DECK POST TO CONCRETE CONNECTION USE; PBS44A FOR EACH POST DECK POST TO GIRDER CONNECTION USE: PC44 FOR EACH POST GIRDER TO DECK JOIST CONNECTION USE: MTS12 0 EACH JOIST PORCH POST TO DECK USE: PS720 (ALIGN WITH JOIST BELOW) PORCH POST TO GIRDER USE: PS720 PORCH ROOF RAFTER TO GIRDER USE: H2.SA AT EACH ROOF RAFTER TYPICAL Underloyment in High ~ind (Section R905,2,7,2) Flashing (Bectlon Rgos,2,B) STU ,1/2 BEARING PLATE Chimney ond firespoces - Chopter 10 Energy Efficiency - Chapter 11, see ottuch~d report DOUBLE 2X MIN. IMPSOH STRONG-TIE Mechonl¢~l - Chopter 12 FOR HEADER OR MTS56 OR 1 1/4" COIL General Meahanlcol System - Chapter 13 BEAM -----..... ~ Healtn9 and cooling equipment - Chapter 14 STOCK Exhaust Sustem - Chapter 15 Simpson Strong-Tie Duct System - Chapter 16 AT EACH ROOF RAFTER USE Combustion Air- Chapter 17 NC4 ~ AT EACH POST 8-160 NAILS AT EACH END, Chimneys and Vents - Chapter 18 Plumbing - Part VII 12" MIN OVERLAP PER COMPONENT STUD TO ROOF RAFTER s,,p,o, suo g-,M CS2D 1~" COILED ~" THREADED ROD STRAP, MIN 12" REQUIRED FOR BTU 2"MINIMUM CNW NUT DDECOYER Simpson SUong-T[~ AB AT EACH POST FDOTINO CONNECTION OVERLAP AT EACH FLOOR TO FLOOR CONNECTIONS: CANTILEVER CONDITION PORCH COLUMN Simpson Strong-Tie U210 2X6 AT EACH RAFTER 4-10d x 1 1/2" NOTE: ATTACH LEDGER TO FRAMING MEMBER WITH 2-1/2" X 5" LAO 'BOLTS AT 16" ON CENTER Simpson Strong-Tie U210 2X6 AT EACH CEILING JOIST ¢-10d x 1 1/2" Simpson Strong-Tie U210 2X6 AT EACH DECK/PORCH JOIST 4-10d x 1 1/2" PORCH ./ DECK LEDGER CONNECTIONS EDGE DISTANCE* EDGE DISTANCE* *NOTE; SEE MANUFACTURERS MINIMUM DISTANCE CHART FOR INSTALLATION CONNECTIONS NO. m 15'-7" HDR HI 37'-7" BELOW OC. ii STANDING SI~AM Il METAL ROOF II II I+ HDR 26o8 0 F F I C E 2446 J ~ B~DROOM I BATH 9 -6 CEI[JNG HEIGHT FAN TO EXTERIOR ~.%,@ 16" OC, R-3O INSUL, 4'-0'~DETECTOR Il w,i, Il CLOSET II II 268 UPPER FAMILY ROOM W,h 8'-0" CEILING HEIGHT CLOSET LU 2-'2"x12" HDR ~ 125 CFM EXHAUST I % ~ EXJS3NG MASONRY CHIMNE'r 13'-7" II -" I I - ill 2"X~," rr %~ STANDING SE&a Il m S E C O N DSCALE: 1/¢" : 1'-0 .... F L O O R P L A N (P A R T I A L) ~ S E C 0 No"DscALE: 1/¢" 1- F L O O R P L A N (P A R T I A L s'E~3B°' (ADDITIONAL SECOND FLOOR FINISHED LIVING AREA = g45 S.F.) llflESE DRAWINGS AND ACCOMPANY)NO SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICR THEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICAtiON BY AN'( METHOD, iN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION TROM THR ARCHi~DT. TITLE TO THESE PLANS SHALL REMAIN ~TR THE ARCHiTECT, VISUAL CONTACT WiT~L ?flEM ~$11ALL CONSTI~TE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS,, TyPIQAL ROOF CONSTRUCTION FELT GN.I/.2." COX PLY~O SHEA?NG, ~ TYPICAL WALL CONSTRUCTION 5NIPLAP SlDINO TYVEK HOOS~ ViRAP 1/'2" CD X PLYWOOD ~EAI~ING ON 2"XE" ~, SlUOS O 12" O.D. R-lO INSULA~ON 2 RIDGE BEAM 12 S+- STANDING 5EAR METAL ROOF W/R-SR SALT, INSULATION TYPICAL CEILING W/3/4" PLYWOOG SUBFLOOR CONSTRUCTION TYPICAL FLOOR CONSTRUCTION klATCH EXIST. FLOOR dOIST$ 0 16"0,C, W/3/4' PLYWO00 SUBFLOOR T,O, SECOND FLOOR 8'-4" PLATE HEIGHT ATTIC / / / NOOK RIDGE BEAM 2" X 12" RIDGE OVER 15§ ROOF CONS- j FELT ON 1/2" COX PLYW000 SHBA~NING, RAFTBRS · 16" 0,O, ATTIC /' / \ / / / / / ATTIC MASTER ATTIC LIVING ROOM EX]ST, FIREPLACE TO REMAIN FAMILY TYPICAL CEILING CONSTRUCTION X I0" CEIUNG dOlSTS · I§" W/R-~O ~ATT, INSULATION PLATE HEIGHT T,O, SECOND FLOOR 8'--4-" PLATE HEIGHT T,O, WINDOWS DINING ROOM 11 7/6 T, OF. OAR PERFECTION PLYWOOD SHEATHING ON 2"X§' R-lO INSULATION T.O, FIRST FLOOR T,O, FIRST FLOOR 8" POURED CONCRETE FOUNDAI~ON A 8" X 16" POURED CONCRETE FOOTING CROSS SECTION SCALE: 1/8" = 1'-0" 4 EXISTING FOUNDATION WALL TO REMAIN EXISTING EXISTING CRAWL SPACE 12" RIDGE BEAM EXIST, CHIMNEY PER CODE TYPICAL ROOF CONSTRUCTION CEDAR SHINOL~ ROOFING OVER 15~ ROOF FELT ~ I/2" CDX PL~OD ~EATHING, 2"X12" ROOF RWHIERS 0 16" O,C, MATCH EXIST. ATTIC NATCH D(IST. RO~F SEEPS II UPPER ~ II '~ FAMILY ] ~ B Q O M ~, 5'-o" T.O. SECOND FLOOR 8'-4" PLATE HEIOMT T,O, WINDOWS F Q Y E R FUR OUT EXIST DECK FLOOR TO MATCH EXIST, MAIN FIN FLOOR IN REST OF ROUSE F?O2 CRAWL SPACE EXISTING FOUNDATION WALL TO REMAIN EXISTING CORD. PIERB TO REMAIN EXISTING WALL TO REMAIN CROSS SECTION 2 SCALE; 1/8" = 1'-0" TYPICAL CEILING CONSTRUCTION 2" X 10" CEIUNG dOISTS ~ lB" O.C, W/R-SU BATT. INSULATION NOTE: MATCH ALL EXISTING EXTERIOR DETAILS mE: WINDOW & DOOR SURROUNDS FRIEZE SOARDS~ SIDING, RAKE BOARDS ~ SHUTTERS TYPICAL FLOOR CONSTRUCTION 11 7/8 T~ FLOOR JOISTS e I§"D,C, ~ W/3/4" PLYWOOD SUSFLOOR X 12" RIDGE BEAI~ ATTIC TYPICAL ROOF CONSTRUCTION SHINGLE ROOFING OVER 1S# ROOF FELT ON I/2" COX PLYWOOD $1tEATH~IG, 2"X12" ROOF RAFTERS 0 16 O,C, BEDROOM, i T-e" PLATE, HEIGHT o FIN, SECOND FLOOR h5/8" TYPE X SHEETRC LS & CEIL;O FIN,~EIRST FLOOR _~ 1HR. RATED TYPICAL WALL CONSTRUCTION o~ C~AN PERFECTION SHINQ~S TYVEK HOUSE V,~AP 1/2" CD X PL'ANOOD ~EATHING ON 2"X4" WD. S~DS · 16" O.C, 8~ POURED C,ONCRETE FOUNDATION CONCRETE FOO~NG CROSS SECTION 1 SCALE: 1/8" -- 1'-0" CROSS SECTION 3 SCALE: 1/8" = 1' 0" INESE DRAWINGS AND ACCOMPANYING SPECIFLDATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPER~ OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO [HE ORIGINAL SITE FOR WHICH RtEY WERE PREPARED. REUSE, REPRODUCllON OR PUDLICARON RY ANY NiETHOD, IN WHOLE OR IN PARE, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCRI~CN TITLE lO THESE PLANS SHALL REMAIN WITR 1NE ARCHITECT.VISUAL CONTACT WIFR TtlEM SHALL CONSTITUFE PRE,MA FACE EVIDENCE OF ACCEPTANCE OF THESE RESTRICqONS, LU Fn 0 -- rF < Z 0 0 h n Z 0 m,m U) SHEET NO, 4 NEW ROOF STRUCTURE -RAISE EXIST. CHIMNEY PER CODE STANDING SEAM A £: 1/4" = 1'-0" RAISE EXIST. CHIMNEY PER CODE CEDAR 3052 F R 0 N ~,To,' E L E V,A TI 0 N SCALE: 1/4" = - MATCH EXIST, ROOF SWEEPS ~ EXISTING FOUNDATION 11'-6" TO REMAIN B5'-1o" ADDITION UJ Z ___ch SHEET ~LE~ SIDE ELEVATION 1 SCALE: ,/4' = 1'-0" SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IWEY,WERE PREPARED. REUSE, REPRODUCIION OR PUBLICA~ON BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, ~TLE fO ~ESE PLANS SHALL REMAIN WI~ THE ARCMrTEDT,WSUAL CONTACT WITH TI-EM SHALL CONSBTHII: PRIMA FACIE EWDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, NO. THESE DRAWINGS AND ACCOMPANYING SPECIFICA~ONS, AS INSTRUMENTS OF SERV1CE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND] tHEIR USE AND PUBLICATION I' I_ ~ ~ W,I. ~-~ J~ ~ CLOSFT · , - 12" M.L...?DGE AM_ - ~ ~ 12'-~' __ / \ .... --/~ STANDING SEAM ~- LUN£ OF FIRST FLOOR ---- I MET^L "00~ I I~-- .ELOW ) I I' ~'x'. ~ ~s" sc, III 6'-o" I x'l'°~6"°c' : Ill .... ~ II __ - ,L~ o'-4" __~ __ ~'-~" ____ SECOND FLOOR PLAN SCAL~: 1/4" = 1'-0" ~ I F FV I~. ~ I¢1 ~_~ I~1'; ~11.',,, ~'-¢ B il ~ ~ B~ / Il ~ o A R ~JJJ WA~S · CEILING ~ XX ~ ~" oc. ~ IIII ~'-~" ~'-,I ~'-~'. .. FI,RST FLOOR PLAN SCALE: 1/4" = 1'-0" S.F. OF GARAGE AREA = 816 SF S.F. OF FIRST FL. LIVING AREA = 376 SF THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERWCE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBUCATION SHALL BE RESTRIC~D TO THE ORIGINAL SITE FOR W~IICH THEY WRitE PREPARED, REUSE, REPRODUCTION OR PUBLICA~ON BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHIW:CT, tiTLE TO THESE PLANS SHALL REMAIN W1TH THE ARCHITECT, MSUAL CONTACT WITH TREM SHALL CONSTI~J]IE PRIMA FAGIE EVIDENCE OF ACGEPTANCE OF THESE RESTRICTIONS 2 10'-0" ANCHOR AND BOND TO EXISTING FOUNDATION W/~REBARS 012" O,C, VERTICAL 117~" TJI JOISTS ~ 16" R-19 INSULATION CRAWL SPACE ANCHOR AND BOND TO EXIS~NB FOUNDATION W/~5 REBARS 012" O,C, VERTICAL EXIS rING EXISTING SLAB TYPICAL CEILING CONSTRUCTION 2" X I0" CEIURO JOISTS {I 16" O,C, W/E-30 BATF, INSULA~ON NOT£~ MATCH ALL EXISTING EXTERIOR DETAILS IR; WINDOW & DOOR SURROUNDS FRIEZE BOARDS~ SIDING, RAKE BOARDS & SHUTTERS TYPICAL FLOOR CONSTRUCTION 11 7/8 T.JI FLOOR JOISTS · 15'0,C,'~, W/3/¢" PLYWOOD SUBFLOOR TYPICAL WALL CONSTRUCTION 4.5+- -- 12" RIDGE BEAM TYPICAL ROOF CONSTRUCTION OVER 15~ ROOF FELT ON I/2' COX PL'tlt,~)O0 SHEAIHING, 2~X12" ROOF RAF~RS lB 16" O.C. ATTIC / B E D R 9._O._M 7'-6" PI.ATE HEIGHT FIN, SECOND FLOOR 5068 3 AR ~ 8" POURED CONCRETE FOUNDA~ON --WALL ON A 8~' X 16" POURED CONCRETE FOO~NG 2"x6" CCA SILL PLATE SHIELD 1/2" DI^* ANCHOR BOLTS GARAGE CROSS SECTION SCALE: 1/4" = 1'-0" NEW CRAWL SPAC~ 2" POURED CONCRETE SLAB OVER 6 MIL, POLYETHLENE VAPOR BARRIER ON WELL COMPACTED POROUS FILL z SLA~B TO SLOPE DN, 4~" TO DOORS 4" POURED CONCRETE SLAB OVER 6 MIL. POLYETHLENE VAPOR BARRIER ON WELL CDMPACTED POROUS FILL SLAB TO SLOPE DN. 4" TO O00RS ~m~ ~o~- SLAB TO SLOPE ~ ~ ~ DR, 4." TO DOORS 21'-2" FOUNDATION PLAN SCALE: 1/4" = 1'-0" gu gu SHEET NO 3 SITE PLAN SCALE.: 1" ~,,,,. , ~~. - .,.. / Cha ~ rles M. Thomas ""*'"= "~A~TURI RESIDENCE ~ a r c h i t e c t = ~ ,ox ,. ~,,,,~,,, ,, .,,~ m. ~..m, sl~ ~N PECONIC DAY BLVD, LAUREL, NEW YORK -~ / -' ,,/ '~ '~ M. D::w.:: A T ~: SEP 2008 P ~ O P O S ~ D Oh~[l~s mh0m~s rs ~ITU Ri RESIDENCE ~ a r o h i t e o t