The URL can be used to link to this page

Home My WebLink About34212-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 6/9/2011 CERTIFICATE OF OCCUPANCY No: 34991 THIS CERTIFIES that the building Location of Property: Date: ADDITION/ALTERATION 795 Grandview Drive, Orient, 6/9/2011 SCTM #: 473889 Sec/Block/Lot: 14.-2-3.27 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 7/18/2008 pursuant to which Building Permit No. was issued, and conforms to all of thc requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including covered porches, rear patios and attached two car garage as applied for. Lot No. filed in this officed dated 34212 dated 10/8/2008 The certificate is issued to Mcpike, Kevin & Mcpike, Theresa (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 9/30/10 R10-08-0021 131085C .mes Hannon 6/1/11 5/14/10 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUII/3ING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34212 Z Date OCTOBER 8, 2008 Permission is hereby granted to: KEVIN J & THERESA M MCPIKE 28 NINTH AVE S FAPJ4INGDALE,NY 11735 for : 93.4'X61.8' IRREG. ONE STORY SFD ON CRAWL WITH 70'X25'ROOF OVER PORCH, ATTACHED TWO CA~R GARAGE AS APPLIED FOR; FLOOD PERMIT REQUIRED. at premises located at 795 GPJuNDVIEW DR County Tax Map No. 473889 Section 014 Block pursuant to application dated JULY 18, 2008 ORIENT 0002 Lot No. 003.027 and approved by the Building Inspector to expire on A ...... Fee $ 1,949.60 ORIGINAL Rev. 5/8/02 Form No. 6 TOWN O.F 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 Underwritem. 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 by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. Owner or Owners of Property: t~xo Suffolk County Tax Map No 1000, Section Subdivision C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, 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, Commercial $15.00 Date. _ I/ New Construction: ~/ Old or Pre-existing Building: (check one) Location of Property: 7~_Z~- ~ ~_O.,~l,//g ~ ..~/r'~ ~ ~ House No. Street Hamlet Date of Permit. /(9" ~'- Permit No. ~.~ :~ ~ / Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~ ~ Block Filed Map. Lot: Applicant: ~,d . ~lJ~ot/~ Underwriters Approval: Final Certificate: (check one) t'~'~- ~p~l~ot Signature Issue Date 5/14/2010 Electrical Inspection Certificate Electrical Inspection Service, Inc. Application Number 375 Dunton Avenue 131085C East Patchogue, New York 11772 (631) 286-6642 Issued To: Mr. & Mrs. McPike Street: 795 Grandview Drive Village: Orient Point Zip: Section: Block: Lot: Contractor: Three Brothers Eleotric Inc. 11957 Town: Southold Lic.# 3792-E Was examined and found to be in compliance with the National Electrical Code. [] Commercial [] NVDefects [] Pool [] lstFIoor [] Indoor [] Basement [] HotTub [] Residential [] Det. Garage [] Attic [] 2nd Floor [] Outdoor [] Addition [] Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 78 54 109 15 1 3 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1 20 1 Gas 1 40 Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 X 3 1 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 [] / 1/20a 'Bldg. Permit: 34212 Other Equipment 1-200 amp M/B Panel/1-100 amp Subpanel/ 1-60 amp NC Disc./1-20 amp Well ;)isc,/l-Co/Smoke Combo APR 14 2011 BLDG. DEPI. i _ TOWN OF SOUTHOLD Hugo S. Surdi President Rough Inspection: 10/28/2009 r: John Mc Mahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. CERTIFICATION Building Permit No. Owner: (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 (Plumbers Signature) day of OC40~t ~ Notary Public, , 201° MICHAEl. AL MANNE NOTARY PUBLIC, STATE OF NEW YORK NO. 01MA~).'L0931 QUALIFIED IN $!,IFf:~ ~ COUNTY COMMtSSK)N EXPIRL,~ OCTOBER 30, 20 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~FOUNDATION 1ST [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PE#=,.ATION [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 DAT~T~ INSPECTOR~ [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT FF. NETRATION REMARKS.--~ --) , INSPECTION [~,'~FOUNDATION 1ST [ ] ROUGH PLBG. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] F~NDATION 1ST FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ]INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: INSPECTOR 3V sf TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. T.i [ ]~UNDATI~ [ ] INSULATION [//J FRAMING/~_~PPI~// [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] RRE RESISTANT PENETRATION DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ~/ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION TRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTAIn' CONSTRUCTION REMARKS: ,-~~~ [ ] ROUGH PLBG. [ L/]'I~SULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] RRB RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION IST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAI~G / STRAPPING [ ] FINAL ] F/IHEPLACE & CHIMNEY [ ] fiRE SAFETY INSPECTmN / RI~n~ST,~'I'CO~Sl'ROcnoN [ ] TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]~.~LATION [ ] FRAMING / STRAPPING [ t,~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SA~-,. ~,f INSI~=CTION [ ]F~~~ [ ]~S~'~'~.~[vr~'r~ _ DATE ~~0 INSPECTOR ~ / TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ]FOUNDATION 1ST [ ] ROUGH PLBG, ]FOUNDATION 2ND [ ]1~~ ] FRAMING/STRAPPING ] FIREPLACE & CHIMNEY [ ] ] F~RE RES~I'~T CO"S~UC110" [ ] RRE RESlSTJm' PENL='mA'nON Attn: Building Inspectors Office Building Department Town of Southhold, NY September 21, 20t0 RE: Kevin & Theresa McPike - Owners 794 Grand View Drive Orient, NY 11957 Zone: R-40 SEC: 14, BLOCK: 02 LOT: 3.027 ARCHITECTS WINDOW & DRYWELL COMFIRMATION Dear Inspector, I am submitting this written confirmation as per your request to the General Contractor regarding the following items, namely: All exterior glass installed on the project including all windows and doors are hurricane resistant impact glass as specified on the approved architectural drawings and as presented to the inspector in the 'window work order list'. All drywells installed on the property consist of pre-cast poured concrete rings located at the 4 comers of the dwelling, are 8 foot diameter with with pre-cast tops and are located and sized according to local rain fall requirements and conditions. Please flee to contact me should you require any additional information, ANDREAS LET~OVSKY ARCHIT[CTURE, P.C. ~ V ~'~:F,:.~~ .,. ~ Andreas Letkovsky, R.A. ' 229 Laurel Road [ East Northport, NY 11731 I Phone: 631-757 6204 I Fax: 631-757-0628 I www.alarchitecture.com TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.net Examined /~//~ , 20 O~ Approved /~a//~' ,20 d) 0p Disapproved a/c Expiration ,20 PERMIT NO. ~4o~ ! ~ 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 Survey_ ~ Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit ~ Storm-W~ APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS ./ / ,/7 ,20o ~' 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 t~oughout 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 regulations, and to admit authorized inspectors on premises and in building for necessary inspections. nature of applicant or name, ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises J~':t/t~ q--~e/'eSt'4, /2Qe. (}~e~ (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 Other Trade's License No. 1. Location.o/land on which,proposed work will be done: House Number Street Hamlet County Tax Map No. 1000. Section / ':/ Subdivision 6~q~/J. ff tc~ Av'fq,..~,t ,~ Block 0 2. Lot 3 · 2. 7 Filed Map No. 7~ff~~w Lot 2 ~ 2. State existing use and occupancy of premi, ses and ~tende, d use ~d occupancy of proposed construction: a. Existing use and occupancy [.//k c~.~O( L~ h~4 ~ t b. Intended use and occupancy l 3. Nature of work (check which applicable): New Building_ ~-- Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost ~//C) (9 { 0 0 0.°0'~ (Description) 5. If dwelling, number of dwelling units / If garage, number of cars Fee (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 strugtures, if any: Front ~F_) PO ~ Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth -~ Height Number of Stories 8. Dimensions of entire new construction: Front q ~ Rear q Height ~Co Numberof Stories [ 9. Size oflot: Front 150.q.~ Rear ~Sq Depth 10. Date of Purchase ~{~)~ Name of Former Owner kAVl~r-~rxO LD 11. Zone or use district in which premises are situated Rear Depth 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ~ 13. Will lot be re-graded? YES NO V/ Will excess fill be removed from premises? YES 14 Names of Owner ofpremises~e,u,~ Yqc. B[c~ Address~% ~ S+. ~ox m',nL~lS'~e. Ng. NameofArchitect~nc[,e~ ~JF~t~U$~? Address~lcl Lo.~-~ ~ .~ho~ee~oo~x} NameofContractor~o~ r~. ~%q~ ~w~,Addressq~, %~t 'c3aJa~ Iq~neNo.~dl 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES * IF YES, SOUTHOLD TOVvq'q TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet ora tidal wetland? * YES__ NO ~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES · IF YES, PROVIDE A COPY. NO '3~ STATE OF NEW YORK) SS: COUNTY OF ) ~:~ ~ ~ 0~ 6 $.5 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 Ct.) ~ ~ ~ ~q c~ 0 .r- Notap/.,P[J_ ~.~...~.,.,.~,~N~dv York (Contractor, Agent, Corporate Officer, etc.) Commission Expires April 14, 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 Notary Public Signature of Applicant U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1-8. OMB No. 1660-0008 Exoires February 28, 2009 SECTION A - PROPERTY INFORMATION Al. Building Owner's Name., A2. Building Street Address (including Apt., Unit, Suile, and/or Bldg. No.) or P.O. Route and Box No. City ~(..;~,7[ ' State ,/~J,..v" A3. Property Description (Lot and BIocl~Numbers, Tax Parcel Number. Legal Description. etc.) 1 t',V Lo, lo. A4. Building Use {e.g., Residential, Non-R.esidentiaJ, Addition, AccessOry, etc.) AS. Latitude/Longitude:Lat. l.,~/~'O? /q",A/ Long. "]2.-°/~'.~*'' ~ A6. Attach at least 2 photographs of the building if the Cediflcale is being used to obtain flood insurance, AT. Building Diagram Number ~ AS. For a buildiog with a crawl space or enclosure(s), provide: a) Square fcotage of crawl space or enclosore(s) b) No. of permanent flood openthgs in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade c) Total net area of flood openings in AS.b O sq in For Insurance Company Use: Policy Number Company NAIC Number ZIP Code Horizontal Datum: [] NAD 1927 [~NAD 1983 A9. For a building with an attached garage, provide: a) Square footage of attached garage ~/o7 sq ft b) No. of permanent Oood openings t~ the attached garage walls within 1.0 foot above adjacent grade ~ c) Total net area of flood openings in A9.b O sqin SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bt. NFIP Community Name &Communitv Number . S~.,-~-~/~ B4. Map/Panel Number B5. Suffix B6. FIRM index [ 87. FIRM Panel 3~JO~COOg~ ~ Date ] Effective/Revised Date B10. Indica~ ~ soume of ~e Base FI~ Elevafion (BFE) data or base fl~ depth entered in Item Bg. ~ FrS Pro~te ~FSR~ ~ Co.reunify Deta~thed ~ Omer (eescd~)_ Bi2. BS. Flood Indicate elevation datum used for BFE in Item B9: [] NGVD 1929 [] NAVD 1988 [] Other (Describe) Is the building located in a Coastal Barrier Resources System CBRS area or Otherwise Protected Area (OPA)? Designation Date [] CBRS [] OPA B9. Base Flood Elevation(s) (Zone AO, us~ base flood depth) [] Yes [~' No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C2. Building elevations are based on: [] Construction Drawings* [~' Building Under Construction* [] Finished Construction new Elevation Ced[ l'male wdl be required when cons rucUon of the bm ding is complete. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, APJA, AR/AE, APJAI -A30, APJAH, AR/AQ Complete Items C2.a-g below according to the building d agram {pecified in Ilem AT. Benchmark Utilized ~/.~;'~S-,~J~ S.~"/~-- VedicalDatum ~V~ I~.~ Conversion/Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Descdbe type of. equigment in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) ['t..~ .O[--~ feet [] meters (Puerto Rico only) --~-.~. [] feet [] meters (Puedo Rico only) ~;~ .'¥ [--~' feet [] meters (Puerto Rico only) C~. ~ [~'feet [] meters (Puerto Rico only) __~_._.~__l~feet [] meters (Puerto Rico only) ~'[..~--E~] feet [] meters (Puerto R~ ~ SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This cedJfication Is to be signed and sealed by a land sun~eypr, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificafa represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine orimpdsonment under 18 U.S. Code, Section 1001. ~Check here if comments are provided on back of form. Add'e Sp, o, e.,V Signature/L/.7~ ,~//~ FEMA Form 81-31, February 2006 See reveme side for continuation. Replaces all previous editions Building Photographs See Instructions for Item A6. f Building Street Address (inclu,ding Apt., Unit, Suite, and/or Bldg. No.) or P.O Route and Box No. ~¢¢ ~-a~J dfe, J 'b.~/~- J ~t~ ~ %- '~-P~'(~de / city op~¢~ ~'~ F:/< For Insurance Company Use: Policy Number C~npany NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify afl photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. Building Photographs Continuation Page Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No State ) ::, z,P Code ,,v~,../ 7o:14 I~s~] Policy Number City (~.(..;/v¢..., 7L- company NAIC Number if submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all }hotographs with: date taken; "Front View" and "Rear View"; and, if required, "Rigbt Side View" and "Left Side View." Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M. #; Item Number: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OFA STORM-WATER, GRADING, DRAINAGE AND EROSION CONTROL PlAN Gl:,', IFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. (NOTE: A Check Mark (~) for each Question is Required for a Comprete Application) Yes No 1 Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all run-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage S ructures nd caring Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFIow! -- 3 Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Naturat Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? ~ -- 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? -- 5 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a We and or Beach? ~ -- 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vedical Rise to r~ One Hundred (100') of Horizontal Distance? 7 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off F"~ nrc and/or n he direction of a Town right-of-way? L~J o..- 8 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 Shoulder Area? (This item will NOT Include the Installation of Driveway Aprons,) 9 Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain o 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 Permit! EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Required! ,/~ STATE OF NE~' YORK, COUNTY OF ........................................... SS That[ ......... d..~..?~.~......~5~'.~..5_~.. ................................. being duly sworn, deposes and sa, s that he/she is dm applic,m[ 'b, Pcnnd. (Name ol individual signing DocumentI 60~1[ ~. B~C~ ' .~/~,,~ ,s u,e ................................................................................................................. ~.*01~t~ ......................... Owne. cont actor. Agent Comorate Officer ate) ~alffi~ in ~k ~n~ , ~ O~mer and/or representative of tim O~er of O~ers, and is duly aufl~orized to i)e~orln or rove pe ~o fed fl~e s~ork ~d to make ired file fl~is application; that ~dl statemen~ contained in tiffs application are true to the best of his ~owledge and belief; ;md fl~at fl~e work ~411 be performed in the manner set forfl~ in fl~e application filed here~4O~. Sworn to before me fl~is; ................... ............ of.. .................... Notary Pub c ~ .~'.......L-~..'~..~..%~ .................. FORM - 06/07 TO 9FlY C LEI-(K lu~ol~rP~a OF vlT~J. ST^T~Sl~CS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY TRAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTROLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 2~, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations .-' of the Code of the Tow. n of Southold: "Floodplain Developmen~t Permit Application" [FDP(93)],/~nd "Certificate of Compliance for Oeveloprnenl in Special Flood Hazard P~rea [C/C(93)]. Judith T. Terry Southold Town Clerk August 25, 1993 ,' APPLICATION PAGE I o( 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMFF APPLICATION This form is to be filled out irt duplicate. SECTION 1: GENERAL PROVISIONS (APPLICANT m rcad and L No work may start until a permit is issued. 2. The permit may be revoked if any fab¢ statemeot~ are made herein. 3. tf revoked, all work mu~t cease until permit b re-is.sued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will exph-~ if iio work is commenced within six montes of issuance. 6. Applicant is hereby informed that other permiu may be requized to fulFdl local, state a.nd federal regulator3' requirement. 7. Applicant hereby gi~¢~ con.sent, to the Lool Administrator or his/bet representadv~ to make ie~sonable bspecfion~ reqUh'cd to verify compliance. 8. I, THE A. PPLICAIqT, a~RTIFY THAT ALL STA'rFr,~ HEREIN AJN'D IN A'I"TACHMEBrI'S TO (APPLICANT'S SIGNATUPJ:')'~ ~""~t~'~3,~'/F[~ 0h~Ak DATEI~ ~): ~ SECTIQN 2: PROPOSED DEVELOPMENT Fro be completed by APPLICAh~FI NAME ADDRF~,S TELEPHONE 651- -/~-t - to2 o4-. PROJECT LOCATJQH: To amid delay ia processing the applJc~tion, please provide caou_~J~ information to ~By idcut~ the project I~Oom Pro,de ~e s~eet addr~, lot numar or Ic~ d~ption (a~a~) ~d, outside ~ ~, the d~(~ to ~e n~t ~t~se~g road or ~U-~o~ ~n~ A s~ct~ atto&cd to ~ ~ppE~tion sho~g (he projcd 1~6on wo~d be FDP(9]) A~P PLICATI O ~ ~ PAGE ~ OF a DESCRIPTION OF- WORK (Check all appticabl¢ boxes): A STRUCTUI:L-%L DEVELOPMENT ~,CTIV~TY '~i~'N ew Structure [] Adcildon U1 AJieration [] Relocation 0 Dem0tition' 0 Replacement STRUCTURE TYPE ~esidential (lal Family) O Residential (More than 4 Family) [] Non-residential (FloodprooFmg? UI Yes) [] Combined Use (Residential & Commerci;d) [] Manufactured (Mobile) Home (In Manu- factured Home Park.'?. gl Ye~) ESTIMATED COST OF PROJECT B. OTHER DEVELOPMENT ACTIVITIF_.S: FI F~ E1Mhalng ~} Drilling ~l~Gradbg 0 Excavation (Except t'or Structural Development Checked Above) ' [J Watercourse Alteration (Indudlng Dredging and Channel Modlficatio~) UI Drainage Improvements (Including Culvert Work) gl Road, Street or Bridge Construction [] Subdivision (New or Erparmion) .a~IndJwidual Water or Sewer System [] Other (Please Spedfy) After completing SECTION 2, APFL[C~',FI' should submit form to Local Administrator for SECTION 3: FLOODPLAIN DETERMINATION {To be completed bv LOCAL ADIMINISTRATOR'~ The proposed development is loc;iced on FllZM Panel No. . Dated The Proposed Development: [] l~ ~ located in a Special Flood Hazard Area (Notily the applicant that the application review ix complete and NO FLOODPLAIN DEVELOPMENT PERlvlIT IS REQUIRED). Q I~ located in a Spedal Flood Hazard A~ca. FIRM zone designation is 100-Yeas flood elevation at the site ts: Ft. NGVD (MSL) [] Uuavailablc [] Tbc proposed development is Ioc~led ia a floodway FBKM Panel No Dated ©Scc 5actic/n 4 (or additional iaslructmas SIGNED DATE APPLICATION PAGE 3 OF' 4 SECTION 4: ADDITIO/NAL INFORMATION RE0_UIRED~To hc completed bY LQCAL ADMINISTRATOR] Thc appear ~ust submit thc documcms checked below be[nrc thc ~pp~on ~ bc proc~s~d: ~ A site pl~ sbo~g thc Io~tio~ of ~1 c~tbg struct~cs, water bodies, ad~ccnt roads, Io~ d~nsio~ ~d proposed development. ID Development plans, drawn to scale, and spcdficatkons, including where applicable: details for ancborlng structures, proposed elevation o£ Iowes~ floor (baduding basement), types of water resbtant materials used below thc first floor, details of fioodprooFmg of utilities located below the first floor and det~tils of enclosures below thc Fu-st floor. Also, [] SubdivLsion or other dcvdopmem plans (If thc subdivision or other development ¢×ceeds 50 lots qr $ acres, whichever is the lesser, the appticant must provide tOO-year flood elevatiobs if thny are not otherwise available). IZl Pla~ showing the ~xtent of watercourse relocatlou and/or landform alterations. Top o1' new fill elevation Ft. NGVD (MSL). FloodprooFmg protection level (ann-residential only) FCNGVD (MSL). For floodproofed structure, applicant must attach certification from registered engine, er os' architect. / / Certification [rom a registercd engineer that thc propo.~e~d activity ha a regulatory floodway will not result in a~x hacrease ha thc height of thc lO0-ycar flood. A copy o[ all data and catollations supporthag this Finding must also be submitted. [] Othe~ ~EqYFI9~I S: PEPoMIT DETERMI~ATION (To be completed t~(~AL AIDMINII~FRATQRI I have determined that the proposed activity:. A. FI is B. [] Is not in conformance with provisions of Local Law ~ , 19 . The permit is i~ued subject to the conditions attached to and made pan of thio permit. SIGNED , DATE ~BOX _A_i~ checked, thc Local Adminkstrator may kssuc a Development Permit upon payment of designated II' BOX 13 i~ ch¢ckc~d, lbc Local Admimstralor wall promde a w~iltca summary of' deficiencies. Applictnt may re¼sc and resubmit a~ ~ppUcati0n to Iht Local Admintslrator or may request a bcarhag from Ibc Boa.rd of Appeals APPF~kL~: Appealed to Board of Appeals? C~ Yes O No Hearing dale: Appeals Board Decixioa --- Approved? [] Yes Conditions APPLICATION PAGE 4 OF 4 SECTION 6: A~-I]UILT ELEVATIONS fTo bc submi!ied by APPLICANT before Certificate of Compliance is issuedl Thc fo[Iovang information must be provided for project structm'ex. This section must be completed by a reg/stered profex4ional engineer or a licensed land surveyor (or attach a certification to thi~ application). Complete 1 or 2 below. Actual (A~-Built) Elevafioa of the top of the lowest floor, induding basement (in Coastal Hieh Hazard Area~, bottom of lowest structural member of the lowest floor, exdudlng piling and columnx) is: Fr. ~OV~ O~SL). Z Actual (A&Built) Elevation of floodproo£mg protection i~ FT. NGV'D (MSL). -,. NOTE: Any work performed prior to s)tbmittal o( thc above information ia at thc risk o( the Applicant. SECTION 7: COMPLDMNCE ACTION fTo be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this seclion as applicable based on ktspccdon of thc p,'oj¢ct to en~ure compliance with die community's local law for flood damage prevention. INSPECTIOIqS: DATE BY DEFICIENCIES? 0 YES E] NO DATE BY DEFICIENCIES? 0 YES 0 NO DATE BY DEHCLENCIES7 [] YES [] NO SECTION lie CERTIFICATE OF COMPLIAMCECTo bc complc{ed 'DY LOq~AL ADMINIb'TRATOR} CertiFmate of Compliance i~ued: DATE: BY: Attac[unent B SAMPLE CERTIFICATE OF CO~{PLIA/~CE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD (OVVNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OVCNERS NAME AND ADDRESS: CHECK ONE: [] NEW BUILDING F1 EXISTING BU[LD lNG ~1 VAC. A/N~ LAND THE LOCAi. ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: COMPLIANCE 1S [TEREBY CERTIFIED WITH THE REQUItLEMENTS OF LOC~L LAW # ,19 SIGNED: DATED: COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW #__~, 19__, AS MODIFIED BY VARIANCE #. , DATED SIGNED: DATED: C/C(93) BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted:~ ~-7 *Date Reviewed: / /06/07 [~ildi.g Permits (Opm/~pirea): ~e~/O0 z- , I::fo: m~ -Z / 0/0 Z-~, BP -Z/CIOZI ,Info: ' ~ I -Z/C/OZ-~,Info: BP -Z/C/OZ-~,Info:~ Single & Separate Search Requireat Y o~etermination: Oa ~Q. ~t 81z%~ O~ ~ ~. ~t Size'. ~ ~ . ~Q. Lot Coy. ~CT. ~t Cov ~Q. F~o~ ~CT. Front~mQ Side ~/~ ~. Sid~~. ~e~r~ ~O~. ~Q. Heigh~ ~ ACT. Heigh~, [~ t ~ ' Waterfront? Y o~ i ' ~ ~ { ADDITIONAL APPROVALS ~QUI~D Suffolk County Health: Y o If yes, *BedO: *Date:~/0~*Permit0:~10-08~ ~J Town Septic: orr - If no, certification required: Y or N Received: Y or N By: ~S DEC: ea~*~tco/:ns Y or~ Date: / / Permit ~: or NJ Letter- Notes: Southold Trustees: Y or~ Da/e: / / Permit ~: or NJ Letter- Notes: Southold ZBA: Y or~: Date: / / Permit ~: - Notes: Southold Planning: Y or~ Dale: /__/ Permit 0: __- Notes: Town Landmark C of A: Y o:~DTE: / / *NYS CODE Compliance (page 2): Y or N ~ I: ~1u-~ ~ ~ ~U~ ~ ~' ~_.[~ ~ i ~ l_ ~ ~. ~. ~ n , , ~ CA.., / . ~,~ ~[' ~ .... _. First Floor: ~ SF ~ ~ -+ Initial Fee' $ SecondF~qor: SF +A~fti~flee( /~. ):$ s~ 2.( sFx $~=$ Other: ~ SF)- ( SF)= Total: SF + Initial Fee: $ + Additional Fee ( ): $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGtLAPHIC D!SIGN CRITERIA: Weathering: Severe I/' Frost Depth: 36" ~ Termite: M~H k/Decay: Design Temp: 11 ~ Ice Shield Underlay: YES [// , Flood Hazards: · USE/OCCUPANCY CLASSIFICATION: ff-~ "~',F[~ {O~ HEIGI:IT/FItLE AREA: TYPE OF CONSTRUCTION: /,Jt0ff_~] ~ D~SION CRITER~: ~N~n'~R~DWR~sCP4PTWn. ~ff ~ FULL FRAMING DESIGN ELEMENTS: ~ IlEAl}ERS: ~/N WALL STUDS: ~ GrR_DER$: CEILING JOISTS: 0/IN FLOOR JOISTS~fN P. OOF RAFTERSk~N LUI~BER SPECIES AND GRADE:~fN DESIGN LOAD CALCULATIONS: W12xlDOW AND DOOR SCHEDULE: · M1SSL!~,TEST RE/~UIRE, MENTS EGRESS 5.7 S.F.~/IN ~' LIGHT 8 °/o :~/N VENT 4 % NAILING/CONSTRUCTION SCHEDULE:~/N MEANS OF EGRESg(~/N PLUMBISNG [LISER D1AGRAM: ~N LOCATION OF FIILE PR©TECTION EQUIPMENT: Y/qN TRUSS DESIGN: ~/N CERTIFICATION: ENERGY CALCS :~/N TOTAL COMPLIENCE? Y/IN (ILETURN TO PAGE ONE) 8 CORPORATE CENTER DR, 3RD FLR, MELVILLE, NEW YORK 11747-3129 Phone: (631) 756-43(X) CERTIFICATE OF WORKERS' COMPENSATION INSURANCE JOHN ROSS HOME IMPROVEMENTS INC 92 MORICHES AVE MASTIC NY 11950 POLICYHOLDER CERTIFICATE HOLDER JOHN ROSS HOME IMPROVEMENTS INC 92 MORICHES AVE MASTIC NY 11950 SOUTHHOLD BUILDING DEPARTMENT TOWN HALL BOUTHHOLD NY 11971 POL CY NUMBER CERT F CATE NUMBER I PERIOD COVERED BY THIS CERT F CATE DATE i I 905 467-7 ! 377893 ! 04/27/2008 TO 04/27/2009 ] 10/10/2008 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 905467-7 UNTIL 04/27/2009, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED, OR CHANGED PRIOR TO 04/27/2009 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS CERTIFICATE DOES NOT APPLY TO BUILDING DEMOLITION. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate cen be validated on our web site at https:llwww.nysif.comlcert/certval.asp or by calling (888) 875-5790 VALIDATION NUMBER: 792235386 STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1. To be co~ Benefits Carrier or Licensed Insurance A.g.ent of that Carrier la. Legal Name and Address of Insured (Use street address only) John Ross Home Improvement, Inc 92 Moriches Ave Mastic, NY 11950 2. Name and Address of the Entity Requesting Proof of Coverage (Entity Being Listed as the Certificate Holder) Babylon Building Department 200 East Sunrise Highway Lindenhurst, NY 11757 1 b. Business TeLephone Number of Insured (718) 748-1698 lc. NYS Unemployment Insurance Employer Registration Number of Insured Id. Federal Employer Identification Number of Insured or Number 3a. Name of Insurance Cartier The Guardian Life Insurance Company Of America- - - 3b. Policy Number of entity listed in box "1 a": 133808-100 3c. Policy effective period: 04/26/1988 to ~__ 4. Policy covers: a. [] All of the employer's employees eligible under the New York Disability Benefits Law b. [] Only the following class or classes of the employer's employees: Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits i~s~ce co[erage as described above. By,~ ~ Date Signed 05/16/2008 (Signature ofinsuranc~ carrier.s autho[ r~pre~entative or NYS Licensed insurance Agent of that insurance earner) Telephone Number (212) 964-2150 Title Second Vice President & Actuary, Group Insurance IMPORTANT: Ifbox 4a tschecked~andthsf~rmLssi~edbythe~asura~ceca~rier~sau~n~r~z~dre~r~eutotive~rNY$L~eased~M~ran~eAgent~fth~! carrler, this certificate is COMPLET~ Mail it dJreefiy to the certiBeete homer. If b~x "4b' is checked, this certificate is NOT COMPLET~ for purposes of Secfioa 220, Sub& 8 of the Disability Benefits Law. It must be mailed for complenon to the Workers' Compensation Board~ DB Plans Acceptance Unit~ 20 Park S~-et~ Albas),~ New York 12207. PART 2, To be completed by NYS Workers' Compensation Board (Onl~ if box "4b" of Part 1 has been checked State Of New York Workers' Compensation Board According to information malnfained by the NYS Workers' Compensation Board, the above-named employer has complied with the NYS Disability Benefits Law with respect to all of'his/her employees. Date Signed By. (Signature of NYS Workers' Compensation Board Employee) Telephone Number Title Please Note: Only insurance carriers licensed to write NYS disability benefits insurance policies and NItS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (5-06) To: From: Rita 10/10/2008 1:04:38 PM (Page 3 of 4) ACORD. CERTIFICATE OF LIABILITY INSURANCE ~ROOUC~ THIS CERflfl~TE · I~UED AS A ~ER OF INFOR~N LoVul~l~s, Inc. ONLY AND ~NFE~ NO ~GHTS U~N ~E CERTI~TE ~L~ TH~ CE~A~ ~E8 ~T AMID, ~ND OR 6~ Tm~ Rd ALTER THE CO~ AFFORDED BY THE ~L~IE8 BE~. INSURER8 AFFO~ COVE~GE ~ J~ R~s Ho~ ~e~n~ ~. ~R~ *: ~ IN~CE COMPANY 92 ~ A~ M~, ~ 119~ COVERAGE8 POLICIES. AGGREGATE UMIT8 SHO~J~/~t MAY HAVE BEEN REDUCED BY PAID CL,~MS. = X ~~u~u~ ~O 0~ 0~ ~s~ s ~,~ ]~* ~ [ EL ~H~ CERTIFICATE HOLDER CANCELLATION 8outhotd BulMInG Dept Town Hall 8o~thokJ, NY 11971 ACORD 25 OACORD CORPORATION 1~8 (o) Z tOT ~ ~ s~ S B2''~ 0 &O LoT iSURVEY OF LOT g3 MAP OF VIEW ESTATES ORIENT N OF $OUIHOLD COUNTY, N£W YORK TAX No. 1000-14-02-3.27 SCALE 1"=40' NOVEMBER 15, 2007 AREA = 42,486 sq. ff. 0.975 ac. NOTEN: N.Y.S. UC. No. 50~67 Nathan Taft Corwin III Land Surveyor PHONE (651)727-2090 Fax (631)727-1727 100' LOT $ B2c'~O'~'0' ~ vACANrf 220.00' SURVEY OF LOT 23 MAP OF GRAND VIEW ESTATES FILE No. 7083 FILED JUNE 8, 1982 SITUA T£ ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No, '1000-14-02-3.27 SCALE 1"=40' NOVEMBER 15, 2007 AUGUST 6, 2008 ADDED PROPOSED HOUSE AREA = 42,486 sq. ff. 0.975 ac. PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN--OFT ARE SHOWN THUS: N.Y.S. Lic. No. 50467 Nathan Corwin III Land Surveyor PHONE (631)727-2090 Fox (631)727-1727 d 100' Z I 1 I I I I I I I I I I / I / LOT ~ / / / / / / / / / / / / / / / / / $ 8T10'40" W "/ LoT 2Q~ vACANT © SURVEY OF LOT 23 .MAP OF GRAND VIEW ESTATES FILE No. 7083 rILED JUNE 8, 1982 SITUATE ORIENT TOWN OF $OUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-14-02-5.27 SCALE 1":40' NOVEMBER 15, 2007 AUGUST 6, 2008 ADDED PROPOSED HOUSE SEPTEMBER 10, 2008 ADDED TOPOGRAPHY AREA = 42,486 sq. fi. 0.975 oc. N,Y.S. Lic. No. 50467 Corwin III Land Surveyor PHONE (631)727-2090 Fox (631)727-1727 OFT~CES LOCATE~ AT M~UNG ADDR~ S B2.'lo'&O' W ~19.$2, / / SURVEY OF LOT MAP O~ GRAND VIEW ESTATES Flit' No. 7085 FILED JUNE 8, 1982 SITUATE ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S,C, TAX No. 1000-14-02-5.27 SCALE 1"=40' NOVEMBER 15, ZOO7 AUGUST 6, 2008 ADDED PROPOSED HOUSE 5bJ~MBER 10, 2008 ADOED TOPOGRAPHY ~BI~ 21, 2008 FOUNDATION LOCATION AREA = 42,486 sq. fi. 0.975 Nathan Taft Corw~ll Land Surveyor PHONE (6~1)727-20~0 Fax (631)727-1727 Z O SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR ,. ¢ RE,,, DENC.- A SINGLE F,!" ' ;' ~ Date ~ 1 201t e H.,.. ReL NO. ¢l J--O~ J~2-1 The ~ d~sposal and ~ler sup-,=ly Pactatles at tJh~S !ocalion ~ bee~ APPROVE )RD REVIEW DETERF TTO LOT BRICK PA7)O 18.2' o 29.5' 12.7' O' ~0" W Lor 220.00' BLOCK CURB APRON SURVEY OF LOT 23 MAP OF GRAND VIEW ESTATES FILE No. 7085 FILED JUNE 8, 1982 ORIENT IOWN OF SOUIHOLO SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-14-02-$.27 SCALE 1"=$0' NOVEMBER 15, 2007 AUGUST 6, 2008 ADDED PROPOSED HOUSE SEPTEMBER 10, 2008 ADDED TOPOGRAPHY NOVEMBER 21, 2008 FOUNDATION LOCATION OCTOBER 20, 2010 FINAL SURVEY JANUARY 3, 2011 ADDED DRIVEWAY PLANTING AREA AREA = 42,486 sq. ff. o.,,, oc. CERTIFIED TO: THE BRIDGEHAMPTON NATIONAL BANK~i; ~-~ KEVIN O. McPIKE h"'~ 1i~ ~, r~ THERESA M. McPIKE ii )1~ ~ L~ JUN - 6 2011 HOUSE PORCH CORNER [] CORNER~] SEP~C TANK COVER 44' 46' LEACHING POOL COVER 1 69' 43' LEACHING POOL COVER 2 59' 52' LEACHING POOL COVER 3 50' 62' SEPTIC SYSTEM TIE MEASUREMENTS BLOG. OEP[ PREPARE[~ tN ACCORD~(~I N.Y.S. Lic. No. 50467 COPIES OFT HIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THe TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITLmON USTED HEREON. AND THE EXISTENCE OF RIGHTS OF' WAY AND/OR EASEMENTS OF' RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. Nathan Taft Corwin III Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno LS. Title Surveys -- Subdivisions -- Site Plans -- Construction Layout PHONE (631)727-2090 Fox (631)727-1727 OFFICES LOCATED AT lC, AILING ADDRESS 1586 Moin Rood P.O. Box 16 domesporL New York 11947 domesport, New York 11947 CONTRACT WINDOWS DOORS DHD Windows & Doors LLC 220 Monroe Turnpike Monroe, CT 06468 203 880 6000 800 522 4868 Fax: 203 880 6100 KEVIN MCPIKE 794 GRAND VIEW DRIVE ORIENT, NY 11957 SUFFOLK KEVIN MCPIKE Bus. Phone: (516) 316-7964 Bus. Fax:( ) - Cellular: (516) 316-7964 Home Phone: ( ) Branch Name phone Fax MCPIKE RESIDENCE 794 GRAND VIEW DRIVE ORIENT, NY 11957 SUFFOL Owner: KEVIN MCPIKE Bus. Phone: Home Phone: PELLA WINDOWS AND DOORS 203-880-6000 203-880-6100 Date No. Need Date Sales Rep. Name Prepared by Payment Terms Architect Jamb Depth P.O. No. Dist. Order No. Order Type Glazing Design Pressure Branch Address City State 07/23/2OO8 050DG0299 ~"-~8/30/2008"-- Gallagher, Darren P. DARREN Deposit/C.O.D. Non-Installed Sales Order 22O MONROE TPK MONROE CT Comments: OutSide view Item NO; Qty~ ~Scription Unit Price EXte~ Item No. Otv. Item//1 Qty: 1 Location: FOYER R.O: 5'5-1/4" X 9'6-1/4" WallCond: 6-9/16" Half Circle over 6 Panel w/Full Sidelight A: 6533ED Fixed--used w/Entry Door Circlehead, Frame:64-1/2 X 32-1/4: Support Products, Clad, Shape 01 Half Circle, Model 2, White, 5/8" InsulShld IG Glazing, 3/4" REM Sunburst Grille ( Grille Lites Wide=05, Grille Rays=03, Grille Hub=Open Hub ), Aligned over 3' 0" ED w/2 12" Sidelites, Unfinished, Unfinished, Fins (per design), Open Hub B: U0" x 6'8" Fixed--used with In-swing Entry Door Sidelight, Frame:13-1/2 X 81-1/2: Entry Systems, Clad, Full Lite, Model 2, White, Primed Steel, 1" InsulShld Temp lG Glazing, Exterior White / Interior White, Primed, Mill Finish Sill w/Adj Comp Threshold, Fins (per design) C: 3~0" x 6'8" Left Hinge In-swing Entry Door, Frame:37-1/2 X 81-1/2: Entry Systems, Clad, 6 Panel, Model 2, White, Primed Steel, IJnit Price ~ 2,025.33 2,025.33 Printed 07/29/08 Contract- Page 1 of 1 Contract for Customer KEV1N MCPIKE Project: MCP1KE RESIDENCE Order No.: 050DG0299 OutSide View Item No. Exterior White / Interior White, Latch Bore with Deadbolt, 2-3/8" Backset, Brasstone Zinc Dichromate Hinge, Primed, Mill Finish Sill w/Adj Comp Threshold, Fins (per design) D: 1'0" x 6'8" Fixed--used with In-swing Entry Door Sidelight, Frame:13-1/2 X 81-1/2: Entry Systems, Clad, Full Lite, Model 2, White, Primed Steel, 1" InsulShld Temp IG Glazing, Exterior White / Interior White, Primed, Mill Finish Sill w/Adj Comp Threshold, Fins (per design) Unit ~ce Notes: Outside View Item No. Otv. Iten~ 3 Qty: 2 Location: LIVING ROOM R.O: 2' 9-3/4" X 4' 11-3/4" WallCond: 6-9/16" 3359 (El-5.0 on VE non-impact) Vent - DH Luxury Edition Double-Hung, Frame:33 X 59: Architect Series, Clad, Model 3, White, Half Vent/match Half Vent, IG Low-E PVB - Impact Resistant Glazing, Full Screen, Champagne Hardware, 3/4" REM Traditional Grille ( Grille Lites Wide=03, Grille Lites High Upper Sash=02, Grille Lites High Lower Sash=02 ), Unfinished, Unfinished, Fins (single unit per design) Unit Price 796.23 1,592.46 Notes: Contract - Page 2 of 2 Contract for Customer KEVIN MCPIKE Project: MCPIKE RESIDENCE Order No.: 050DG0299 Unit PriC~ Extend~ Outside View Item No. Otv. lten~ 5 Qty: 2 Location: FRONT BEDRM R.O: 3' 1-3/4" X 4' 11-3/4" WallCond: 6-9/16" 3759 (E-5.7 on VE non-impact) Vent - DH Luxury Edition Double- Hung, Frame:37 X 59: Architect Series, Clad, Model 3, White, Half Vent/match Half Vent, IG Low-E PVB - Impact Resistant Glazing, Full Screen, Champagne Hardware, 3/4" REM Traditional Grille ( Grille Lites Wide=04, Grille Lites High Upper Sash=02, Grille Lites High Lower Sash=02 ), Unfinished, Unfinished, Fins (single unit per design) 839.47 1,678.94 No~s: Item No. Otv. Item~ 6 Qty: 2 Location: FRONT BEDRM R.O: 3' 1-3/4" X 3' 11-3/4" WalICond: 6-9/16" 3747 Vent - DH Luxury Edition Double-Hung, Frame:37 X 47: Architect Series, Clad, Model 3, White, Half Vent/match Half Vent, IG Low-E PVB - Impact Resistant Glazing, Full Screen, Champagne Hardware, 3/4" REM Traditional Grille ( Grille Lites Wide=04, Grille Lites High Upper Sash=02, Grille Lites High Lower Sash=02 ), Unfinished, Unfinished, Fins (single unit per design) Ilnit Price ~ 741.20 1,482.40 Notes: Outside View Item No. Otv. Itemg 7 Qty: 1 Location: FRONT BEDRM R.O: 6' 10-3/4" X 3'5-3/4" WallCond: 6-9/16" DH8241 Fixed--used w/Double-Hung Circlehead, Frame:82 X 41: Architect Series, Clad, Shape 01 Half Circle, Model 3, White, IG Low-E SGP - Impact Resistant Glazing, 3/4" REM Sunburst to align Grille ( Grille Lites Wide= 11, Grille Rays=03, Grille Hub=Open Hub, Number Companion Units Below=l, Lower Unit Frame Width=82", Lower Unit # Lites Wide=ll ), Unfinished, Unfinished, Fins (single unit per design), Performance (DP) Upgrade, Open Hub [Init Price ~ 1,581.29 1,581.29 Notes: Contract - Page 3 of 3 Contract for Customer KEVIN MCPIKE Project: MCPIKE RESIDENCE Order No.: 050DG0299 Outside View Item No. Description Unit Price Extended Outside View Item No. Otv. Iten~ 9 Qty: 4 Location: MASTER BEDRM R.O: 3' 1-3/4" X 3' 11-3/4" WalICond: 6-9/16" 3747 Vent - DH Luxury Edition Double-Hung, Frame:37 X 47: Architect Series, Clad, Model 3, White, Half Vent/match Half Vent, IG Low-E PVB - Impact Resistant Glazing, Full Screen, Champagne Hardware, 3/4" REM Traditional Grille ( Grille Lites Wide=04, Grille Lites High Upper Sash=02, Grille Lites High Lower Sash=02 ), Unfinished, Unfinished, Fins (single unit per design) 741.20 2,964.80 Notes: Outside View I Item No. Ol~v, Item# 11 Qty: 1 Location: MASTER BED R.O: 6'0" X 6' 10" WallCond: 6-9/16" 7282 Fixed/Vent OX Sliding French Door, Frame:71-1/4 X 81-1/2: Designer Series, Clad, Model 1, White, 5/8" InsulShld Temp IG Glazing, Clear Temp Hinged Panel, Sliding Screen 2/4 panel, Champagne, Champ Int Hdwr w/Champ Footbolt, 3/4" Designer Traditional Grille ( Grille Lites Wide=03, Grille Lites High=05 ), Unfinished Wood, BU Slimshade Mocha, Fins (single unit per design) Unit Price 2,476.81 2,476.81 Notes: Outside View Item No. Otv, Itemg 13 Qty: 1 Location: MASTER BATH R.O: 3' 1-3/4" X 3'5-3/4" WalICond: 6-9/16" 3741 Vent - DH Luxury Edition Double-Hung, Frame:37 X 41: Architect Series, Clad, Model 3, White, Half Vent/match Half Vent, IG Low-E PVB - Impact Resistant Glazing, Full Screen, Champagne Hardware, 3/4" REM Traditional Grille ( Grille Lites Wide=04, Grille Lites High Upper Sash=02, Grille Lites High Lower Sash=02 ), Unfinished, Unfinished, Fins (single unit per design) Unit Price 692.05 692.05 Notes: Contract - Page 4 of 4 Contract for Customer KEVIN MCPIKE Project: MCPIKE RESIDENCE Order No.: 050DG0299 Outs~e View Item No, Qty. Item No. Otv. Item# 15 Qty: 2 Location: BACK BEDRM R.O: 3' 1-3/4" X 4' 11-3/4" WallCond: 6-9/16" Item No. Otv. Itengt 17 Qty: 2 Location: FAMILY ROOM R.O: 3' 1-3/4" X 5' 11-3/4" WallCond: 6-9/16" Outside View A Item No. Otv. ItemO 19 Qty: 2 Location: FAMILY ROOM R.O: 3'9-3/4" X 7' 10-1/4" Jamb Depth: 6-9/16 WallCond-l: 3-11/16" WallCond-2: 3-11/16" 3759 (E-5.7 on VE non-impact) Vent - DH Luxury Edition Double- Hung, Frame:37 X 59: Architect Series, Clad, Model 3, White, Half Vent/match Half Vent, IG Low-E PVB - Impact Resistant Glazing, Full Screen, Champagne Hardware, 3/4" REM Traditional Grille ( Grille Lites Wide=04, Grille Lites High Upper Sash=02, Grille Lites High Lower Sash=02 ), Unfinished, Unfinished, Fins (single unit per design) 3771 (E-5.7 on VE non-impact) Vent - DH Luxury Edition Double- Hung, Frame:37 X 71: Architect Series, Clad, Model 3, White, Half Vent/match Half Vent, IG Low-E PVB - Impact Resistant Glazing, Full Screen, Champagne Hardware, 3/4" REM Traditional Grille ( Grille Lites Wide=04, Grille Lites High Upper Sash=03, Grille Lites High Lower Sash=03 ), Unfinished, Unfinished, Fins (single unit per design) 1/2 CIRCLE OVER DH A: DH4523 Fixed--used w/Double-Hung Circlehead, Frame:45 X 22-1/2: Architect Series, Clad, Shape 01 Half Circle, Model 3, White, IG Low-E SGP - Impact Resistant Glazing, 3/4" REM Sunburst to align Grille ( Grille Lites Wide=04, Grille Rays=03, Grille Hub=Open Hub, Number Companion Units Below=l, Lower Unit Frame Width=45", Lower Unit # Lites Wide=04 ), Unfinished, Unfinished, Fins (single unit per design), Performance (DP) Upgrade, Open Hub B: 4571 Vent - DH Luxury Edition Single-Hung, Frame:45 X 71: Architect Series, Clad, Model 3, White, Half Vent/match Half Vent, IG Low-E PVB - Impact Resistant Glazing, Full Screen, Champagne Hardware, 3/4" REM Traditional Grille ( Grille Lites Wide=04, Grille Lites High Upper Sash=03, Grille Lites High Lower Sash=03 ), unit Price E~ended Unit Price ~ 839.47 1,678.94 Unit Price ~ 958.59 1,917.18 Unit Price ~ 2,233.53 4,467.06 Contract - Page 5 of 5 Contract for Customer KEVIN MCPIKE Project: MCPIKE RESIDENCE Order No.: 050DG0299 Outside View Item No. Qty. ~ption Unfinished, Unfinished Value Added Items.'. Simpson Strong Tie - Applied - Price per unit - Qty 1 1/2" Structural Reinforcing Mull (2 9/16") per mull - Qty I UP TO 7 3/16 CLEAR CIRCLEHEAD JAMB EXT - Qty 1 Unit PriCe Extended Notes: Item No. Otv, Iterag 21 Qty: 2 Location: KITCHEN R.O: 3' 1-3/4" X 3'5-3/4" WalICond: 6-9/16" 3741 Vent - DH Luxury Edition Double-Hung, Frame:37 X 41: Architect Series, Clad, Model 3, White, Half Vent/match Half Vent, IG Low-E PVB - Impact Resistant Glazing, Full Screen, Champagne Hardware, 3/4" REM Traditional Grille ( Grille Lites Wide=04, Grille Lites High Upper Sash=02, Grille Lites High Lower Sash=02 ), Unfinished, Unfinished, Fins (single unit per design) llnitPric~ 692.05 1,384.10 Notes: Outside View Itengt 23 Qty: 1 Location: KITCHEN R.O: 6' 10-3/4" X 3' 5-3/4" WalICond: 6-9/16" DH8241 Fixed--used w/Double-Hung Circlehead, Frame:82 X 41: Architect Series, Clad, Shape 01 Half Circle, Model 3, White, IG Low-E SGP - Impact Resistant Glazing, 3/4" REM Sunburst to align Grille ( Grille Lites Wide=l 1, Gr/lle Rays=03, Grille Hub=Open Hub, Number Companion Units Below=l, Lower Unit Frame Width=82", Lower Unit # Lites Wide=l 1 ), Unfinished, Unfinished, Fins (single unit per design), Performance (DP) Upgrade, Open Hub Unit Price 1,581.29 1,581.29 Notes: Contract - Page 6 of 6 Contract for Customer KEV1N MCPIKE Project: MCPIKE RESIDENCE Order No.: 050DG0299 OU~de View item No. Unit Price Extended Outside View Otv. Qty: I Item No. Item0 25 Location: KITCHEN R.O: 6' 0" X 6' 10" WalICond: 6-9/16" 7282 Fixed/Vent OX Sliding French Door, Frame:71-1/4 X 81-1/2: Designer Series, Clad, Model 1, White, 5/8" InsulShld Temp IG Glazing, Clear Temp Hinged Panel, Sliding Screen 2/4 panel, Champagne, Champ Int Hdwr w/Champ Footbolt, 3/4" Designer Traditional Grille ( Grille Lites Wide=03, Grille Lites High=05 ), Unfinished Wood, BU Slimshade Mocha, Fins (single unit per design) Unit Price 2,476.81 2,476.81 Notes: Item No. Otv. Itemg 27 Qty: 1 Location: KITCHEN R.O: 3' 1-3/4" X Y 5-3/4" WallCond: 6-9/16" 3741 Vent - DH Luxury Edition Double-Hung, Frame:37 X 41: Architect Series, Clad, Model 3, White, Half Vent/match Half Vent, IG Low-E PVB - Impact Resistant Glazing, Full Screen, Champagne Hardware, 3/4" REM Traditional Grille ( Grille Lites Wide=04, Grille Lites High Upper Sash=02, Grille Lites High Lower Sash=02 ), Unfinished, Unfinished, Fins (single unit per design) Unit Price 692.05 692.05 Notes: Outside View Item No. Otv. Item//29 Qty: 1 Location: GARAGE R.O: 2' 1-3/4" X Y5-3/4" WallCond: 6-9/16" 2541 Vent - DH Luxury Edition Double-Hung, Frame:25 X 41: Architect Series, Clad, Model 3, White, Half Vent/match Half Vent, IG Low-E PVB - Impact Resistant Glazing, Full Screen, Champagne Hardware, 3/4" REM Traditional Grille ( Grille Lites Wide=02, Grille Lites High Upper Sash=02, Grille Lites High Lower Sash=02 ), Unfinished, Unfinished, Fins (single unit per design) IJnitPrice 572.86 572.86 Notes: Contract - Page 7 of 7 Contract for Customer KEVIN MCPIKE Project: MCPIKE RESIDENCE Order No.: 050DG0299 Unit l~ce Extend~ Item No. Otv, ItemO 31 Qty: 2 Location: GARAGE R.O: 3'9-3/4" X 6' 10-1/4" Jamb Depth: 6-9/16 WallCond-l: 3-11/16" WallCond-2: 3-11/16" 1/2 CIRCLE OVER DH A: DH4523 Fixed--used w/Double-Hung Circlehead, Frame:45 X 22-1/2: Architect Series, Clad, Shape 01 Half Circle, Model 3, White, IG Low-E SGP - Impact Resistant Glazing, 3/4" REM Sunburst to align Grille ( Grille Lites Wide=04, Grille Rays=03, Grille Hub=Open Hub, Number Companion Units Below=l, Lower Unit Frame Width=45", Lower Unit # Lites Wide=04 ), Unfinished, Unfinished, Fins (single unit per design), Performance (DP) Upgrade, Open Hub B: 4559 Vent - DH Luxury Edition Single-Hung, Frame:45 X 59: Architect Series, Clad, Model 3, White, Half Vent/match Half Vent, IG Low-E PVB - Impact Resistant Glazing, Full Screen, Champagne Hardware, 3/4" REM Traditional Grille ( Grille Lites Wide=04, Grille Lites High Upper Sash=02, Grille Lites High Lower Sash=02 ), Unfinished, Unfinished Value Added Items: 1/2" Structural Reinforcing Mull (2 9/16") per mull - Qty 1 Simpson Strong Tie - Applied - Price per unit - Qty 1 UP TO 7 3/16 CLEAR CIRCLEHEAD JAMB EXT - Qty 1 2,120.65 Extended Peice 4,241.30 Notes: Item No~ Ot¥, Iteng/33 Qty: 3 Location: MUD ROOM R.O: 2' 1-3/4" X 3'5-3/4" WalICond: 6-9/16" 2541 Vent - DH Luxury Edition Double-Hung, Frame:25 X 41: Architect Series, Clad, Model 3, White, Half Vent/match Half Vent, IG LOw-E PVB - Impact Resistant Glazing, Full Screen, Champagne Hardware, 3/4" REM Traditional Grille ( Grille Lites Wide=02, Grille Lites High Upper Sash=02, Grille Lites High Lower Sash=02 ), Unfinished, Unfinished, Fins (single unit per design) 572.86 1,718.58 Notes: Contract - Page 8 of 8 Contract for Customer KEVIN MCP1KE Project: MCPIKE RESIDENCE Order No.: 050DG0299 r~me tew Rem NO. Qty, Description unit ~ice Extended Outside View Item No. Otv, Item# 35 Qty: 2 Location: DINING ROOM R.O: 2' 9-3/4" X 4' 11-3/4" WalICond: 6-9/16" 3359 (El-5.0 on VE non-impact) Vent - DH Luxury Edition Double-Hung, Frame:33 X 59: Architect Series, Clad, Model 3, White, Half Vent/match Half Vent, IG Low-E PVB - Impact Resistant Glazing, Full Screen, Champagne Hardware, 3/4" REM Traditional Grille ( Grille Lites Wide=03, Grille Lites High Upper Sash=02, Grille Lites High Lower Sash=02 ), Unfinished, Unfinished, Fins (single unit per design) Unit Pricg 796.23 1,592.46 Notes: Picture Not Available Item No. Q~¥, Itemg 37 Qty: 2 Location: ATTIC R.O: 4'5-3/4" X 4'2-1/4" WallCond-l: 3-11/16" WalICond-2: 3-11/16" 1/2 CIRCLE OVER AWNING A: CM5327 Fixed--used w/Casement Circlehead, Frame:53 X 26- 1/2: Architect Series, Clad, Shape 01 Half Circle, Model 2, White, IG Low-E SGP - Impact Resistant Glazing, 3/4" REM Sunburst to align Grille ( Grille Lites Wide=05, Grille Rays=03, Grille Hub=Open Hub, Number Companion Units Below=l, Lower Unit Frame Width=5Y', Lower Unit St Lites Wide=05 ), Unfinished, Unfinished, Performance (DP) Upgrade, Open Hub B: 2353 Left Hinge Casement, Frame:23 X 53: Architect Series, Clad, Model 2, White, 11/16" IG Low-E PVB - Impact Resistant Glazing, Champagne Screen, Champagne Hardware, 3/4" REM Traditional Grille ( Grille Lites Wide=02, Grille Lites High=03 ), Unfinished, Unfinished Value Added Items: Simpson Strong Tie - Applied - Price per unit - Qty 1 UP TO 7 3/16 CLEAR CIRCLEHEAD JAMB EXT - Qty 1 Unit Price 1,861.60 3,723.20 No~s: Contract - Page 9 of 9 Contract for Customer KEVIN MCPIKE Project: MCPIKE RESIDENCE Order No.: 050DG0299 Outside View Item No. QtYi Unit Price Extend~ Outside View Item No. Ot¥, Item//39 Qty: 1 Location: ATTIC R.O: 4' 2-3/4" X 6' 0-3/4" WallCond-l : 3-11/16" WailCond-2: 3-11/16" WallCond-3: 3-11/16" 1/2 CIRCLE OVER 2-WIDE DH A: DH5025 Fixed--used w/Double-Hung Circlehead, Frame:50 X 25: Architect Series, Clad, Shape 01 Half Circle, Model 3, White, IG Low-E SGP - Impact Resistant Glazing, 3/4" REM Sunburst to align Grille ( Grille Lites Wide=04, Grille Rays=03, Grille Hub=Open Hub, Number Companion Units Below=2, Lower Unit Frame Width=25", Lower Unit # Lites Wide=02 ), Unfinished, Unfinished, Performance (DP) Upgrade, Open Hub B: 2547 Vent - DH Luxury Edition Double-Hung, Frame:25 X 47: Architect Series, Clad, Model 3, White, Half Vent/match Half Vent, IG Low-E PVB - Impact Resistant Glazing, Full Screen, Champagne Hardware, 3/4" REM Traditional Grille ( Grille Lites Wide=02, Grille Lites High Upper Sash=02, Grille Lites High Lower Sash=02 ), Unfinished, Unfinished C: 2547 Vent - DH Luxury Edition Double-Hung, Frame:25 X 47: Architect Series, Clad, Model 3, White, Half Vent/match Half Vent, IG Low-E PVB - Impact Resistant Glazing, Full Screen, Champagne Hardware, 3/4" REM Traditional Grille ( Grille Lites Wide=02, Grille Lites High Upper Sash=02, Grille Lites High Lower Sash=02 ), Unfinished, Unfinished Value Added Items: 1/2" Structural Reinforceing Mull (3 9/16") per mull - Qty 1 Simpson Strong Tie - Applied - Price per unit - Qty 2 UP TO 7 3/16 CLEAR CIRCLEHEAD JAMB EXT - Qty 1 Unit Price 2,517.95 2,517.95 Notes: Outside View ltem No. Otv. Item//41 Qty: 1 Location: ATFIC ~ R.O: 2' 1-3/4" X 1' 1-1/4" WallCond: 6-9/16" DH2513 Fixed--used w/Double-Hung Circlehead, Frame:25 X 12-1/2: Architect Series, Clad, Shape 01 Half Circle, Model 3, White, IG Low-E SGP - Impact Resistant Glazing, 3/4" REM Sunburst to align Grille ( Grille Lites Wide=02, Grille Rays=03, Grille Hub=Open Hub, Number Companion Units Below=l, Lower Unit Frame Width=25", Lower Unit # Lites Wide=02 ), Unfinished, Unfinished, Fins (single unit per design), Performance (DP) Upgrade, Open Hub 726.51 726.51 Contract - Page 10 of 10 Contract for Customer KEVIN MCP1KE Project: MCPIKE RESIDENCE Order No.: 050DG0299 Outside View Notes: Irem No. DesCription unit ~ce :Extended Notes: Item No. Otv. ItemO 43 Qty: 1 Location: Delivery Charge Unit Price ~ 49.00 49.00 Outside View Item No. Itemg 45 Qty: 1 Location: GARAGE R.O: 2'9" X 6' 9-1/4" WalICond: 6-9/16" 2'8" x 6'8" Left Hinge In-swing Entry Door, Frame:32 X 80-3/4: Entry Systems, Steel, 90 Minute 6 Panel, Model 2, Primed Steel, Primed Steel, Latch Bore with Deadbolt, 2-3/8" Backset, Satin Nickel Spring Hinges[2], 90 Minute Fire Rated Frame Unit Price ~ 29739 297.39 Notes: Item No. Otv. ItemO 46 Qty: 2 Location: COVERED PATIO R.O: 2' 10-1/4" X 6' 10" WalICond: 6-9/16" 3482 Right Hinge Out-Swing French Door, Frame:33-1/2 X 81- 1/2: Architect Series, Clad, Model 2, White, IG Low-E SGP - Impact Resistant Glazing, Satin Nickel Hardware, 3/4" REM Traditional Grille ( Grille Lites Wide=02, Grille Lites High=05 ), Unfinished, Unfinished, Fins (single unit per design), Performance (DP) Upgrade 2,106.03 4,212.06 Notes: Thank You For Purchasing Pella Products Contract - Page 11 of 11 Prooosal / Contract Conditions L GENERAL a) This Proposal / Contract is between the Customer, as indicated herein, (referred to as the "Buyer") and the DHD Windows & Doors LLC (referred to as the "Seller"), b) This Proposal / Contract shall remain open for 30 days, af~er which it shall be void at Seller's option A Proposal shall become a Contract when it is executed by the Buyer and accepted by the Seller, c) The Buyer agrees that the product(s) and the conditions set forth herein supersede over all previous representations, specifications, terms or other documents issued by the Seller or its' employees, either wnfien o{ oral and any purchase order, or other documents issued by the Buyer either before or afier this contract, d) The Buyer agrees not to hold the Seller responsible for incidental damages that may result from the breach on the sale of product(s) pursuant to this Proposal/Contract, & consequential damages will be limited to One Hundred Dollars. e) This Proposal / Contract will be oonstrued in acco{dance with the laws of the State of Connecticut. In the case of litigation the Buyer agrees to waive the right to venue and agrees that any such case shall be tried in the appropriate court having jurisdiction in the County of New Haven,State of Connecticut, or the U.S. Federal District Court for the DistBct of Connecticut. The prevailing pariy in such litigation shall be entitled to recover reasonable attorneys fees including those on appeal, 2. PAYMENT a) The Buyer agrees that the need date is a realistic estimate of when the product(s) is / are to be delivered. On this date the geller may invoice the Buyer for any outstanding balance, and payment will be due acxording to the payment terms of this contract. b) The Buyer agrees not to withhold payment for any item that is backordered or damaged in shipment, provided the Seller acknowledges such deficiency and provides the Buyer with assurances of its' undertaking to remedy the same. c) All unpaid balances are subject to interest on the outslanding amount due of 1 ~/~ % per month, plus attorney's fees if the outstanding balance is forwarded to our attorneys fo{ collection. d) The buyer agrees that payment discounts do not apply when paying with a credit card. e) The buyer agrees that if paying by credit card that authorization is granted to the seller to debit the buyers credit card by signing this contract, f) No C.O,D. Deliveries. 3. CHANGES a) The Buyer agrees that the producl(s) lis~ed herein are correct and linal b) The Buyer agrees that the product cannot be changed, returned, or canceled. Customer Date D in ows & Doors LLC // Dat/e '" 4. DELIVERY a) The Buyer agrees to accept delivery in such installments as the Sello' may make and not to hold the Seller liable for any claims resulting from delays in delivery, b) The Buyer agrees that the product can be delivered without the Buyer being present and agrees to accept the geller's shipping documents as proof of delivery c) The Seller agrees to deliver the product(s) to a single location on the ground Boor at the Ship-To address listed above, provided that the delivery site is accessible by the Seller's delivery vehicle d) The Buyer agrees not to hold the Seller responsible for any damage to driveways, sidewalks, trees, and overhead wires caused by the geller's delivery vehicles e) The Buyer agrees to examine the product(s) upon delivery, and within 7-days after delivery, provide the Seller notice in writing of any discrepancy between the product(s) ordered and the product(s) delivered, If the Buyer does not provide notice within the 7-day period, the Buyer waves any rights of rejection and accepts the product(s) as is. 5. INSTALLATION a) The Buyer understands that installation is not included unless specifically stated herein, b) The Buyer agrees to install the product in accordance with applicable building codes and good construction practices. Detailed installation instructions are available from the Seller upon written request. a) "In home" touch-upa of the finishing are not available, b) Pella offers no warranty on the paint finish; only paint manufacturer waxrandes apply to finish, 7. WARRANTY a) The Buyer understands that the Product Warranty, if any, is provided by the Product Manufacturer and that a copy of the warranty, if any, will be provided upon wBtten request. b) The Buyer underslands that the Laminated Glass Warranty, if any, is provided by the Laminated Glass Manufacturer and that a copy, if any, will be provided upon written requesl. c) There are NO Warranties which extend beyond the description on the face hereof. This Exclusion includes, but is not limited to, implied warranties of merchantability or fitness for a particula~ purpose. Taxable Subtotal $ 46,845.01 Sales Tax at 8.6200% 4,040.38 Non-taxable Subtotal 47.53 Total $ 50,932.92 Deposit Received $ 50,932.92 Credit Card Authorization Signature Authorization Date Contract - Page 12 of 12 REScheck Software Version 4.1.3 Compliance Certificate Project Title: Kevin & Theresa McPike Residence Repor[ Date: 04~09/08 Data filename: Untifled.rck Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: Heating Degree Days: 5750 Construction Site: 794 Grand View Drive Orient, NY 11957 Owner/Agent: Kevin & Theresa McPike 794 Grand View Drive Orient, NY 11957 Designer/Contractor: Andreas Letkovsky Andreas Letkovsky Architecture P.C. 229 Laurel Rd. East Northport, NY 11731 Compliance: 9.1% Better Than Code Maximum UA: 1956 Your UA: 960 Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Window 1: Wocd Frame:Double Pane with Low-E Door 1: Solid Door 2: Glass Floor 1: AH-Wood Joist/Truss:Over Unconditioned Space 2356 30.0 0.0 82 6771 19.0 0.0 358 407 0.330 134 293 0.940 275 100 0.330 33 2356 30.0 0.0 78 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 to meet the 2007 New York Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. Andreas ~1'' Name - Title Signature Date Project Title: Kevin & Theresa McPike Residence Report date: 04109/08 Data filename: Untitled.rck Page I of 1 LIST OF DRAWINGS ARCHITECTURAL A0 GN S1 A1 A2 A3 A4 A5 R1 R2 R3 PROJECT COVER SHEET GENERAL NOTES PLOT PLAN PROPOSED FOUNDATION PLAN PROPOSED FLOOR PLAN PROPOSED ELEVATION PROPOSED ELEVATION PROPOSED SECTION BUILDING CODE STANDARDS BUILDING CODE REFERENCE BUILDING CODE REFERENCE ABBREVIATIONS ABV Above FLG Flashing PROJ Project A/C Air conditioning FTG Footing PTN Partition AD Area dram FXT Fixture PVMT Pavement ADJ Adjacent GL Glass, Glazing PLYWD Plywood AFF Above finish floor GS Galvanized steel QT Quarry tile AL Aluminum GYP 6ypsum RAD Radius AP Access panel HDW Hardware RA Return air ARCH Architect(ural) HT Height RD Roof drain ASPH Asphalt HVAC Heating/venting/ac REF Refer(ence) BD Board HW Hot water REQ'D Required BLDG Building INCL Include(d); including RF'G Roofing BLK Block INS Insulation RFG Refrigerator BLK'G Blocking JST Joist RL Rad(ing) BTM Bottom JT Joint RM Room BTW Between KIT Kitchen RO Rough opening CANT Cantilever LAV Lavatory RT Rubber tile CB Catch basin LT Light RVS Reverse CEM Cement LVR Louver R/W Retaining wall CLG Ceiling MAX Maximum SCH Schedule COL Column MECH Mechanical SDG Siding CONC Concrete MFR Manufacturer SEC Section CONT Continuous MIN Mmimum SIM Similar CPG Coping MIR Mirror SOF Soffit CPT Carpet MISC Miscellanious SPEC Specification(s) CT Ceramic tile MLD Molding SQ Square DIA Diameter MTL Metal SST Stainless steel DN Down N1C Not in contract STL Steel DR Door NO Number STO Storage DTL Detail NTS Not to scale STR Structure; structural DWG Drawing OC On center TB Towel bar EA Each OPG Opening TEL Telephone EJ Expansion joint PBG Plumbing T&G Tongue & groove EL Elevation PFB Prefabricated THK Thick(ness) ELEC Electric(at) PLST Plaster T/W Top of wall EXTG Existmg PLS Plastic TYP Typical EXT Exterior PNL Planel UH Unit heater FDN Foundation PNT Paint(ed) VERT Vertical FL Floor PR Pmr VEST Vestibule Kevin & Theresa McPike Residence 794 Grand V ew Drive Orient N.Y. 11957 ANDREAS LETKOVSKY ARCHITECTURE, P.C. 229 Laurel Road East Northport, New York 11731 Telephone: 631 - 757 - 6204 F[001) Z01%~~c--c] u'"I'"U :',tqNL Y OR UoE IS UNLAWFUL COMPLy WITH ALL CODEs OF NEW YORK STATE & TOWN CODEs AS REQUIRED, AND CONDiTIONs OF ~ ~- SO'HOLD TOWN P~NNING BOARD ~ ~ N.Y.& DEC CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. W/THOUT CERTIFICATE OF' OCCUPAklC' FEE'S,, ~' NOTIFY BUILP~NG U2?q;UENT AT 765-1802 8AM 10 ,~b[ FOR THE FOLLOWING INSF~C NbNS: 1. FOUNDATION. TWO REQUIRED FOR POURED COf~CRE"I'E 2, ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTBUUTJON MUST BE COMPLETE FOR C.O, ALL CONSTRUCTION SHALL ME~ THE REQUIREMENTS OF TBE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR 6ONSTRUOT~ON ERRORS. LIST OF DRAWINGS STRUCTURAL PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING PL UMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WA TER SUPPLY SYSTEM'CANNOT EXCEED 2/10 OF 1% LEAD. ELECTRICAL E 1 ELECTRICAL PLAN E2 ELECTRICAL PLAN H.V.A.C. PURSUANT TO CHAPTEfl 236 OFTHE TOWNCODE, PLUMBING PI PLUMBING RISER DIAGRAM SYMBOL LEGEND Brick Batt lnsulabon Concrete tClap Board Earth ']' "ii.' ']; "' ,,. and Rigid Insulation Marble Finished Wood Olass Stone Roof Shingles Gravel Steel Rough Wood Existing Walls Walls to be Removed New Walls Door Type Detail Elevation Detail Section Bldg Section 2 $ 4 I 5 I 6 I 7 ] 8 [ 9 [ 10 [ 11 [ 12 GENERAL NOTES or problems shall be reported to the Architect before submission of bids. A submission of bid plans, the Contractor shall stop all related work and notify the Architect, Should he fall to fallow obtaining Certificate of Occupancy and other municipal inspections. 5, 2'[i,e..~n, tersecting walls with truss type reinforcing 16" o.c. vertically and back min. achieve the degree of insulation required under pertinent regulntions of governmental agencies hang 1, The work under this section shall Include ell labor materials, appliances, and services necessary to into each wall, jurisdiction. Insulation is to be installed with vapor border. 1. NI joints and layouts of tile/marble/gronTte shall bs gone over with Architect before installation. steel rod, 3. All tile/marble/granite in toilet/bath areas to hove wet ground mitered comes end edges. 4. New tile/marble/granite to be installed as per latest suggested method of the handbook for as valid, If there are any missing d~mensions contact the Architect for dimensions prTor [o for homogenous finish, (typical of all walls removed). Use type "M" mortar,conforming to ASTM C-270, Maintain a constant joint width throughout the 7.3 Roofing ceramic tile installation. Mud for flooring mud base/thin set walls. proceeding with work, 8. work. Unless otherwise Indicated or noted, joints aha, be mlnlmum 1/4' wide, through to rafters or roof joists, of cons[mc[lan unless agreed to in writing, the construction drawings whether or not shown on the demolition plan. 1. Connect new masonry veneer to eheatNng wlth Hackman (or equal) ~187 Carnage[ted Clips, 6. Prepare all floor and wall surfaces to receive new tile/marble/granite as shown on architectural cause to property end persons used on employed on or in 4. Installatbn of roofing to be by qualified roofers who understand how to achieve a watertight 8. All file/marble/granite to be supplied by Contractor, General Contractor is to prepare walls &/or underlayment shall be in keeping with the standards of the "Asphalt Roofing Manufacturers See plan for locations. The Contractor shall carry insurance as follows: 2, F'fl to be compacted, free from clay, organic matter, loam, waste or oth~er objectionable matter, 6.1 tough Cargos[ny Association", 11. Wood stud partitions to receNe marble/file to be spaced 12' o,c, 1. Workmen's Compensation as reguired by labor Laws, ponding, 1. All framTng shall be Hem-Pr #2 (Pb=975psO or better es per latest issue Building Cede. 6. Roof shingles shall not be installed on a roof slop of less than 2 vertical to 12 horizontal 2. General Liability with ITmits of $1,000,000 each person and 1 9. Marble that is installed on shower figaro Ts to have either ribbed or honed finish. A. Bodily Injury Uab~llty with Iimlts of St,O00,O00 each person, 2.5 Excavating otherwise noted on drawings, with the Iow slope roof installation standards of the "Asphalt Roofing Mdnufocturers AssociatTon" or 13. All tile shall be laTd out lengthwise on walls sa that no flies less than half full size shall occur. B. Property Damage Liability with limits of ~3,000,000 each 1. Include excavation of any msteHab that are unsatisfactory for bearing of slabs, and footings and 3. All headers to be (2)2"x8" un,ess otherwise noted, and even, and centered on plumbing trim. plates, callas or coverings will overlap the tile. No split tile wlll be permitted, except in those D. Protective Property Damage Liability with limits of $3,000,000 3, Owner's Protective Liability, naming Owner as insured with Bodily A. Excavate by hcnd tools to final grade just before concrete is placed, pine to be pointed, or as shown on drawings. Injury IJobility Umits and Property Damage Liability Limits as 8, Trim bottom to required likes and grades to leave solid bose to recelwe concrete, 2. Alt exterior door jambs, head end si11 to be weather-stripped with exterior zinc system, 9.2 Gypsum Wall Boards 9. A}temotes: If the Contractor feels th(ff on alternate material or method would result in o time or 1. Design the mix to obtain o compression strength of 4000 psi after 28 d,oys for slobs and 4000 B, All plywood shall be grade marked and meet the standards of American Plywood Association (APA). smooth with joint compound. Provide Durabond 90 pre-fill for sealing wall board joints, Provide 10, General Contractor is to include in bid any and all work necessary to raise existing floor areas to 3, All new concrete slabs to hove 6x6 w1,4/wl,4 sin. welded wire fabric and steel trowel finish. 10. Double joists under all parallel partitions (verify). 6, All roof drains and leaders to hove removable dome type strainer on top if squired. 2. Provide cross bracing between studs in pipe chases, Bracing shall be cut from 5/8' wallboard into drawings and specifications, the Contractor shall contract for, in accordance with manufacturer's instructions. 4, Install 5/8' type 'X' gypsum board (fire re[ardan[) on all wall and ceilings in garage and mechanical material or work coiled for unless otherwise ordered Tn writing, than 40 degrees F, nor when freezing conditions are expected in less th(an 24 hours. 13. A foe stets shall be brTdsed at mTd span or at intervals not the exceed 8 feet, Metal, solid wood backing, and (2) 5/4"x5" brldglng is acceptable. 2. Contractor to install 2" aluminum soffit vents with insect screens where indicated on the drcwlngs, 9.5 Pointing A. '[he drawings and specifications are tn[ended to coordinate. 8. Do not place one density range of concrete against other whge both ere still plastic, expansion shields Grid bolts, and other Items which ore required to assemble or secure the work Anything found on the drawings and not mentioned in the Do not pour cold ioinb, shown or specified herein shall be furnished os needed. 3. Provide one way type roof vents where required. Review with Architect oil necessary locations prior final coats are opplied. COLOR AND LOCATIONS TO BE DETERMINED BY ARCHITECT. Allow up to 4 without estm charge, 10, New foundation walls adjacent to axis[lng shall be connected with a min, af (3) #5 tubers 18" other items. Oebiled ms[ructions with sketches, If necessary, shall be given to the other trades A, Except where longer guarantee periods ere specifically required in 11. Provide 1/4" remolded filler where slabs butts into well. equal, or otherwise specified, Color to be white or as selected. of all equipment, speakers, wiring,antenna wiring and and conduit that may be necessary for future 2, All exterior door jambs, head, and sill to be weather-stripped with exterior zinc system. evidenced by the date of the final certificate of payment, as required, 17. General Contractor is responsible for any and all coordination work, including coordination with 1, All windows (heed, jamb, sill to be flush and water tight), os selected, 5, All electrical work to be per national electrical codes and local authorities havTng jurisdiction and to B, Should any defects develop in aforesaid work within the guarcntee All mud sills to b.e,, pressure treated lumber, wolmanlzed or equal. Treated wood sills shall be Owner's subcontractors so as to assure the proper and timely performance of work within the be Board of Fire Underwriters Approval, Contractor shall secure Board of Fire Underwriter period, due to faulty material or workmanship, the Contractor shall 13. anchored with 5/8 diameter steel bolts hooked type. overall scheduling of the project. 5.6 Operable Windows Certificate at end of work. the Contractor. The required repaim and corrective work shall be 14. For forming of exposed concrete surfaces use 1/4" mtn.thickness Dougla=s Fir plywood Grade B/B 6.2 Finish Carpentry 1. All new operable window to be Tnsulated High Performance glass as selected. Verify for code 4. Existing lighting and electrical not Tncluded In scope of project to remain. 14. By entering into Contract on the construction project the Contractor (or Construction Manager) 5. All lnteriar trims IncludTng window trims shell be clear pine, kiln dried and free from defects to be required. 6. Electrical contractor is resqons[bW for running empty conduits for phone, security, and audio/visual accepts the responsibility to be knowledgeable os to the requirements of the latest Issue 1 6. Crawl space to be moisture sealed with o 2" concrete slab over 6 mil. Polyethylene vapor border, stained or painted and selected by Architect as per Elevations. systems, requirements of the foregolng codes and ordinances shall supplement the requirements shown on t 7. Where down spouts ore show hidden within an exterior wall, the Controcbor is to insure that on the drawings and elsewhere in the specificoEons and in the event of conflict with the architectural adequately sized PVC chose is set within the foundation wall so that the down spout con exit the 1. Provide 5/8" thick tempered glass or gloss where indicated on drawings and where squired by specification is more stringent, unacceptable to patch the foundation walls otter the concrete is set. Wlaterproofing In and around discrepancies or adjustments should be discussed with Architect before fabrication. Determine what indicated by the Contract Documents. Installation is to be performed in a timely manner with the Contractor will not yield satisfactory results Tn the intended application, the Contractor shall No= Date: Issue: No= Date: Issue: Andreas Letkovsky Architecture, P.C. GENERAL NOTES 1. 0.3-28-08 BID &: PERMIT ~ Scale AS NOTED 3. 229 Laurel Road, East Northport, New York 11731 Project Title 4. Tole: 631-757-6204 Fax: 6,31-757-0628 E-mail: infoeALArchitecture.com Draw - ~' '~'~~J Check A Kevin & The eso McPike Residence of I I I 2 I 3 I 4 I 5 I 6 I 7 I 8 I ?) I 10 I 11 I 12 Projed Number PLOT PLAN 1 '--20' No. Date: Issue: 1, 10-10-07 PRELIMINARY DESIGN 2. 10-22-07 PRELIMINARY DESIGN 50% S[aPas No: ~:_ ...... 1~1_~2_6-,07 FINAL DESIGN 50% 4. 01--11.-08 FINAL DESIGN 100% 5,, 05-' 28-08 BiD & PERMI1 R=57.02' L=71.83' I i 85'-8' · ~RQP ~ ' 50'-0" REQ. I I 0" E 220.00' S k4 B 2 t. 3 2'/ 6, 10-07-08 BiD & PERMIT REVISIONS --. [ 634 SF, CRUSHED STONE TOWN CURS CUT SOO SF, SINK PROPANE TANK 22S +4' -1 PROI ~ MiN REQ. 15' REQ, DRYWELLS BY OTHERS IF REQUIRED = kll N b ANALYSIS PROJECT N/*ME KEW'q & TI-tERESA McPIKE RESIDENCE SITE ,ADDRESS 794 CRAND ViEW DRIVE ORIENT NT'. 11957 MUNICIPALITY R)/A/N OF SOUTIIELE BtJILF'~ING DEPAIRTMENT' 1(65t)765 18£)2 LEGAL DESCRIPTION DIc, [RI(~F SE ?710lq' BLDCK' LOT: CIO0 14 02 0030,,7 S U R',/E"~ C) R. SD%NtEY J.1%*--^KUEN-- JR. P.O. BCIX 294 NEW SUFFOLK Nk, 11956 AREAS: EXISTIIqG: I_~_R_OI~OS E D: TOTAL: LAND USE: RESIDENTIAL SITE ZONE DISTRICR R - 40 ,SITE ZONE Dlorr,,ICF Q~,¢,cc LOT AREA: 4DO00,OCl S F. 42488.00 S.F. 42488.00 S.F. 0000.00 oF. GROSS FLOOR ARE/~ 20 % 20% 11.8 % O0 % GROSS LD, T 8000 C)O S.F. 8498.D0 S F. 502~ O0 S.F. O00D.O0 S.F~ ,_,O,/ERA~E AREAGRDSS I_,'-,NDSCAP[' ODOD O0 %.F O00Q.O0_ _ S F ODO0.O0 S F. OOBO.O0- E,E F!.OOR AREA RATIO OD % O0 % 7.5 % O0 % FLOOR AREA RATIO ~} F O000.DO S.F. 0000 O0 S.F. 31'75.D0 S.F. OODO00 S E. SET BACKS: REQUIRED: EXISTING PROPOSED FOTAL_: FROIqT: 50' OO' 55' I 1" ©O' REAR: 50' 00' 85' 8' .0 SIDE: 15' OO' 40'-1"/ 44'-4" O0' SIDE COMBINED 35' 00' 00' 00' REAR OPPOSITE/ 00' 00' 00' 00' CDRNER LOT: BUlL DING FiEIGHT: 55' 00' 25'-I 0" 00' EXISTING PROPOSED: SET BAC:K FROM OD' 00' 00: ANY LOT I_INE' 00' 'SETBACK F'ROk'I STREET 00' 00' 00' kMAX LOT COVERAGE O0 q, F. O0 S F O0 Sr,I ~ OR REQ. REAR YAP, D ~ ' O0 I/MAX HEICIIT OCI' 00' OD' ALL DATA CONTAINED ON THIS PLOT PLAN IS BASED UPON OWNERS SURVEY WHO IS FOR ITS ACCURACY & CONTENT. OWNER SHALL OBTAIN FIELD SURVEY & STAKE-OUr' MLINi~JI'41 REQUIRED SETBACKS PRIOR TO CONSTRUCTION. All.. D: SIt4F,4 IS BAr;Et* ',IPON OWNER PROVIDED ?,URV[T D&IA C~WtqFiR t'z, RESPONSIEd_E FOR 17% AmZC:URAC~ & L, ONTEN/ 3, cor',IFRACTOR IS F:EEPONSIBLE F'QR (ORRECTL_Y LOC$IlND PR,;!Tr}ED tC',l~:li,':l. !ri, I if CAS PER DE'SION DF,:AWINdS PRIOR l,D C(Dx,~SIRUCflON BY ()BIAINiNG & vLRlk~ill(, :1 , l *STAKE O'IT ?,c MIJXICIPAI L~ REQDIRFD SEIBACI<c, FROM A tlc F Iq"Z, EL~ '>lJR,/b ~<,F' Andrea,s b!tkovsky 2Z) L~111 Tele: 631-757-6204 Architecture, P.C. Date 10-07-08 Scale AS NOTED Diaw JG SI)eel 'Fdic PLOT PLAN I~oad. East Norlhport, Ne',',,' Yolk 11731 trax` G31-757-0628 ti-mall f( ALa, l'ChltcClule,com Pro.it cl I'llk' Ii & Theresa McPike Resicieqce II' ir' I 2 3 4 5 6 I ~ 7 I 8 I 9 I 10 I 11 I 12 PROPOSED SCALE: 1/4" : 1 FOUDATtON PLAN 8I, 93'-¢" 17'-0" 17'-6" 15'-4" 5'- 11" 5'-0" ¢'-5" COMPACTED EARTH INFILL 95% DENSITY WALL DUAL FUNCTION Smc (rm.) PROPANE -- TANK ~N GROUND AITACHED TO FOUNDATION MECHANICALEQUIP ~ SUPPORTED BY CANTELIVERED __ ~ I I I I b-- ADD I 0" F.J. @ 16' C.C. DUAL FUNCTION Smar[VENT ~NAWL~'¢i? L I 4'" slAB 3' x 3' x 1'-4" CONC FOOTING COMPACTED EARTH INFILL 5' ~ 3' x 1'-4' COINC FOOTING ~- x ,_ I b 2< I (3) 1:~" x 9t" coINC FOOTING J ~ CONC FOOTING q POST I (5) ] x 3' x 1'-4" CONC FOOTING 4" SLAB 2X10 X 9J" M,.L. q CONC FOOTING ADD @ 16' I0" F,J. COMPACTED EARTH INF1LL 95% ~ DENSITY MASONRY WALL HOUSE TRAP LOCATION 3'-3" '-0" 3'-5" 16'-10" 93'-4" L-I- ~ CONC CONC ADD 2"X10" CONC BRICK 27'-5" MASONRY WALL CC PACTED NFILL 95% }ENSITY 16'-3" COL. ~ I I GONG FOOTING STL. LALLY COL. CONC FOOTING ADD 2"X10" F.J. ~ 16" O.C CONC FOOTING SUMP PUMP COMPACTED EARTH 95% DENSITY 12'-0" F CRAWL SPACE ACCESS COMPACTED EARTH INFILL 95% MASONRY DENSITY WALL BRICK -' SHELF 1g'-2" GARAGE 6" SLAB 12' POURED CONG. FOUNDATION WALL WITH 4" SHELF DUAL FUNCTION Sma~VENT (n'P.) 12 X 24 POURED CONC FOOTING ;E Project Number She61 Status 1. 10-d0,.-07 PR~:LIMINARY DESIGN 6. ~. tt-,26,--07 FINAL DEDGN 50~ 4, 01-11-08 FINAL DEStGN 100% 5, 03-2~-,08. BIO ~ P~RMIT Andreas Letkovsky Architecture, P.C. 22, Laurel It,md, Ea~lNorUipoM, NewYolk 11731 lclt,.631-- , F-b204 Fax' 631--75/-0628 Dale 10-07-08 Sc,ilL' AS NOTED Draw JG ('hcck A I~ROPOSED Shed '],lit' FOLINDA'T'ION PL AN Ih'i,,lecl 'l Ilk' Kevin rand Thereo(: MA:Pike I~e,,idcn(e 2 3 4 5 6 7 I 8 I 9 I 10 I II I 12 - k ' ' -6 6 -10 - 20 -6 2 i , ~'-~" 2'-q~" , - = ,, / I [ FREP~CE f 1 ~ ~ 36 HIGH / ~ ~]x /' :~A 5 / HANDRA}L l ; 500 LB / % A-5 ~ / R~R PATIO [ TANK IN xx -~~ ; 1' L ~ '' REAR PATI' / , / LMESTONE , GROUND -~ I~ ~ ~~ ~z / PAVERS = I ] ~ ~ ~ ~ ~ ; I UMESTON~ / ' . I ~ I ] I I J L PAVERS ' IiER*OK'[11~. I ~ I ~ ~ LALLY COLUMN X ] I ~ . INSIDE . / ~ ~e D.C. ~o.c. ' ' I co.u., cow.sk ,, ~ I = ,,-0 , ~-. "-% ~' : : I RI = ~ ~CATHEDbALL--I I ~ *N '' ~ ~-~ F / (2) 2,12 I-, ' ~ I N N ~ I~ ~ I ~ , I II1~ %. I I ~L / ~~/~?~/ r ~ ~ ~~ ,~ I: ~ ' ~ x ~. ~' , % MASTER ~- JJ Ul ~4¢%[ 2xSCd I ~X +~ ~N'~J~160.C.N~16 )~&.. . } ~160.0. ~ 160.C/ ~ / _%~ % ~. j j = I/~D ~'o]o ~ j HeR. ] · J HD ~ ~ -. TJL ~k ~ I ~ ~(2) 2x12 r, ~ I I' ~ BEDROOM % I .: ~ ~ ~ - ~ . ~ . : x - / NNZ - ~ I i ~ J/ ~I , I WOOD ~.~% 2X~2%'~ ~ ~ ~ ~1 '~1 I I 'J ~1~% =J ~ ~ - KTCHE~~ ~. ~ ~.~ ~ ~lI o I 227SF--~'N~D~F¢, WALK-IN CIOS~I ......~l ,I ~ l-- ' ~ ~C~-- , ¢~ ~ AR~ ~ ~. /~ I III ~ I ' I F~X%' I-~,,~~ ~1 ~ ! ] ~l. I I ~x ]~ / k~,~ ~- - ~ TILE ~ A ~o /~+/~ KffCHEN PATIO ~ I i : . i ~ ' ~ -- -~ ~ A -~ ~k 5 SF ~ ~ (. LIMESTONE I :r, ' ~ ~¢ ~rN~ ~'% '%., / ~11~1 g~ i N i ,, %,1 J t , ~ ~ ~ J , ,~h ~I~ , ,, WOOD ~ ................... - ,, ,_ ,, ~ ' ' ' II ~ ~ I .~ --~~ 7 --0 '~'-g~l~ ~.-o.. ~ 4o-I ~ ;-~ ~ ~-o ~=-~ ~ ,-o ~U ~-o /¢~ ;-o ~ = o ~= , ~ ~ // / , ~ J . 2 2x12 ~ . . I ' '~ ' ~ 2 2x8 .... (2) 2x1~ t" x " (212x (2) 2x8 (2) 2x ~ (2) 2x8 ~ , 2x12R.~ TOHIP t ,. ~IL ~u J 12x12R.R.~WALL :~ I'I J ~''~ ~'/ ~~ 2 III, % ~ .... ~ -- 16 c Fo~ .... : ~% ~-- ~ - - ' ,/ ~ 0''i ~ CEILNG ~ TANKLES~ ,,4-~~/~ ~J I~ ~ ~o ROOM I ,Lj~ ~ &j~l i% AR~ / ~';/ ~ MU~/L~UNDRY ~ ~ ~J , -~ --..... ~=~%'- I IF~sis W00D ~ .~h ENTRY~ .ti, ~ ~ ~O~O j k~' I ~ r~'~OM ~ ~ . %1~-5" 8'-T' · -- ~ ~ ~' x~l~F ~lj II :~~1] mo SFr ~1', AREA ~li, 187~SF DIREC~ ~ ~ T_E . /~ --==..... I I ~ ~ ....... ~L~---- ~ I~ I ~1~ I ~,~ ...... ~', : ~ VENT HO~ ~2~ sF ~ ~' ~- ~ II ]J , ,. ~ F ti / =~ I I I , ~ ~~ ~ I ~'~ ~' ~' ~ I ' ~ I '~ H~TEF .'$ ~ X, 2~ 2 ca, , ILIMESTONEri, ~~'/ ~-,., I It ' ~/ ~, ~ ,~ / , N_ ~ ~ .. II ~ I~. - . ICEILING J · - ~ , ~ -r I ~ ~ ' ' ' ~ I /~>~yq II; m ;'~ ' ~ ~/~ I ' j ~ I~' -' HANDRAILII I · ~ (+' / X / a, I] J~2xlo :.a, ~ .k } c.a.~ ~ ~ PAVERS %%/ -- ~ I ~, ~ m/ x~. /d III I~~E ~ (2) ~xm + X ~ I~ N Iii I ~ . ' / % ~le u~e~ONE ~ /PIP~ .(2) :~ x 9i m.L. ~ ~ ,,P,E ....... ~er~cK ,,P~PE ,, / 2x~ fa. ~ ~ ::x8 mR. ,~ / N PA~ RS / + < 6 x 5~ x & ~ . HSS 4 D , X 1/4 . V HSS 4 DIA X 1/4 /~ ~ ~ '~ ~ ~ I ~ ,~ _ ~.. ~ .... ~ ~'=o" __~ . , I// / _ ~ _ ~ ~ ~----~~__ ___/ ....... ~ (2) Fx~o u~%--~- [ALLY COLUM4~36" HmOH m ,~ I m ~ ~ ) - - m INSIDE HANDRAIL L ~ -- L - ~ -- . -- J ~ I J DH ~'Se L~~ D~e ~~ DECORAFIVE - _ I [ 1 ~ ' .... ~- -- m I - ~-- ]: ~ j . b BRICK l ~%~¢_~Q~ED FLOOR PLAN 6'-.~",5' 1"11'-2 ,, i / ' [ SCALE: 1/4 ~ 1' . ~i~ ......... . · - ~,,~ ,. ,. . .... . .... / Andreas Letkovsky chitectm P C Date 10-07-08 .... PROPOSED FLOOR PLAN 10~IOZ.07 PRELIMIN~Y DESIGN 6. I0-07-08 BID & PERMIT R~ISION ' 2, 10-22-~7 PRELtMIN~Y DESIGN 50~ ~, ' 11-~6~07 FINA~ DESIGN 50~ ~ 229 Laurd Road, East Northport, New York ] ]731 Pmjecl Fdic ~--' O~I~_08"FIN~L DESIGN 10~ ,-lele, 63l_757_6204 Fax. 631-757-0628 E-mad: m~o~AL&rchtteeture.com~ Draw J6 ~ 0~=:z~-o._?~ · ~m~t Ch¢4, Kev~n ond Thereso McPike Residence I I I 2 ] 3 I 4 I 5 I 6 I ? ~ $ [ 9 I 10 11 12 ROOF ASSEMBLY NOTES ~ ~ONaY GE£ NOTE 1. ASPHALT SHINGLE ROOF AS REQUIRED 2. 50LB BUILDING PAPER ~m2~'-~0,~/2'. -~5. 1/2" EXTERIOR PLYWOOD SHEATHING 4. ROOF RA~ERS AS SPECIFIED 5. BA~ INSU~TION AS SPECIFIED (R-30) F~CI~ - 6. 1/2" GYPSUM CEILING BOARD WALL ASSEMBLY NOTES i ~- . , * _ , ....... , ............... L J I m 2. ~EK HOUSE WRAP ~I II' I I ""~r~ I I I' I' I I II I ~.) I I 3. 1/2" EXTERIOR PLYWOOD SHEATHING v~ 4. WALL STUDS AS SPECIFIED ~OOTmN~ 5. BA~ INSU~TION AS SPECIFIED (R-15) 6. 1/2" GYPSUM WALL BOARD ....................... , , 'm ' FuN~mON ~EF~ ~ ' ~ ~y~ i I I II II I I s~l)l )1 ~Ns I [1~ I ( I ~~,c~ I I ' CURVED LINTEL DETAIL /'~'%,,~,~,~ ~kEVATION ., /~ STRUCTURAL DETAIL _ P~olecl Numbur Sheet Slatuh ~~ Shecl Till( ~,l., I Nnnmd , :: ~':"' ~""~" "~'"~"..,~ ~,~ ......... ' "": ~'~ '~'"'~~ Andreas Letkovsky A~ chi{ectu~e. P C ,,~,,, ~o-o-,-o~ ~ .... O~ Bi~ ~W,IT ..... 229 Laurel Road, Ea~l NorUu)orl, New Yom'k 1173I Pm'ojcct 'l'mde " ~. 10-07-08 BID & PER~IT REVlS(O~ ~ Tole: 631-757"62dd I, ix: 631-75~-0628 t,-mad: info Al,,M'd)itcclum'(.comn Draw JO : ............. ...,.~ ('m,~k A Kevin & Theresa McPike Residence ,,~ -- ROOF ASSEMBLY NOTES , .~///~ SEE BO~ 1, ASPHALT SHINGLE ROOF AS REQUIRED · / / ~ 2. 50LB BUILDING PAPER / 1 ~2~'-, -e , ~ 4. ROOF RAFTERS AS SPECIFIED 5. BA%F INSULATION AS SPECIFIED (R-30) 6. I/2" GYPSUM CEILING BOARD ,s~l WALL ASSEMBLY NOTES ~.~-_ ,~ _ 1. BRICK VENEER WITH 1 AIR SPACE a --~ /~ '~ .... ~ 4-- ' ~ .... : ~ ' Z' L : .... : ' AND NON CORROSIVE WALL ANCHORS 2, ~EK HOUSE WRAP . 1l 'I I Il ~ ~ ~ DU~ ~ ~ ~ Il ~ I I I I I I I I I I I I 5. 1/2" EXTERIOR PLYWOOD SHEATHING (~) 4. WALL STUDS AS SPECIFIED I 5. BA~ INSULATION AS SPECIFIED 6. 1/2" GYPSUM WALL BOARD ~WEST ELEVATION ~SCALE 3/16" = 1' ' ~ _ I I ___~_~ SOUTH ELEyATION 3. 03-28-08 , ~lD & PERMIT 229 Laurel Road, East Nomlhport, New York 11731 4, 10-07-~ BID ~ PERMIT R~ISIONS 'Fele:63t-757-6204 Fax. 531-TaT-0628E-mail:info-ALArch]tecture.com * ' Kevln Thereso McPike Residence Check A $ ELEi 12'-9 1/4" ELE. 12'-0" ELE. 3'-2 1/2" COMPACTED FILL ELE. - 5'-11 1/2" W~ CROS ,s, ~EvCT!ON ,,kk,~//SCALE 1/47 = ELE. 25'-10 1/2" ~ ELE, 24'-11" - ~1 ELE. !2'-a ELE. 12'-0' COLUMNS 1'" ..... I £LE, - 3'-0" COMPACT INFILL 12 X 24 P.C. FOOTING Project Nmnber 2. * 10-01-08 BID & PERMIT REVISIONS Sheet Stat No: 2X8 ROOF RAFTERS ~ 16" O,C, 2 X lO-- CEILING JOISTS @16" 0,C. --2X 12 ROOF RAFTERS @16" D.C. CROWN MOLD(NG 2 X 10 C J,© 16" O,C. BRICK VENEER W/ NON CORROSIVE WALL ANCHORS PAV, ERS 2X8 CEILING JOISTS ©16" O.C. ACCORDING TO THE SLACK TEST BORING REPORT DATED JAN 21ST, 2008 SUBSURFACE WATER WAS ENCOUNTERED AT A DEPTH OF 10.5 ± FEET BELOW GRADE. TIDAL ACTIVITY IN THE AREA WAS NEAR MID-TIDE AND THE OBSERVATION COULD HAVE BEEN AFFECTED BY THE RESPECTIVE 5,0 FOOT TITAL RANGE INSTAL A GROUNDWATER OBSERVATION WELL TO MONITER FLUCTUATIONS OVER A PERIOD OF TIME 'fO CONFIRM SUB SURFACE WATER LEVEL I (2) 1 i"x (2) 1 J" X ~" M.L COMPACTED FILL 12 X24 P.C. FOOTING 2" RAT -- SLAB 2" RAT -- SLAB X 12 ROOF RAFWERS © 16" --ROOF RIDGE X12 ROOF RAFTERS @16" X 10 16" O.C. TRAY CEILING OPEN OPEN CATHEDRAL CEiLiNG FRAMING BEYOND OPEN FLOOR CEILING JOISTS FLOOR JOISTS -- 3/4" 2 X 12- ROOF RAFTERS @ 16" O,C. RUN, ELECTRIC TO ATTIC FOR LIGHTS RECEPTICLES AND AC UNIT. 15 AMP RAISE GRADE & SLAB IN* GARAGE AREA ONLY~ V.I,F CONT. VENTED ALUM. SOFFIT WOOD WITH 5/8" DIA. ANCHOR BOTTS WlIH 1/2" FIBERGLASS SILL SEAL_ER AND ALUMINUM TERMffE SHIELD 4" LALLY PocKET (2) --2 X 10 ~ 16" O.C. DUAL FUNCTION Smo~VENT (WP.) 36" X 36" X 34" P;C, FOOTING 2" RAT 2" RAT SLAB SLAB Andreas Letkovsky Architecture, P.C. 22!) Lam'e[ R~acl, []a:q NoHhport, New York 117;]1 Tele' 631- ,.~7-(~2()4 Fax: (~31-757-0628 L~-nla,I. mfor*Al.Archdccture.conl Date 10-07-08 ~cale AS NOTED Dl'aW JG (heel A Nheet I'ttle PROPOSED SECTIONS Prr~jt'ct Td IL' Kevin Theresc] Mcl:)il<e Resid¢,r c:e 1 2 3 4 5 6 7 PLUMBING RISER ~/4,, = ~, DIAGRAM VENT 3" VENT LAUNDRY <ITCHEN ~I, BATHROOM MASTER 2" Y2" ~" 2" Y2" BATHROOM ~" TUB TUB CO CO CO CO SOIL 3" SOIL 3" SOl STAC 3" SOIL STACI~ 3" VENT Project Number Sheet Status ~~ ky No: Date: Issue: No: Date: Issue: Bate 03-28-08 Sheet Title ,. o~-~-o. B,D ~ PER,,T Andreas Letkovs Architecture, P.C. PLUMBING RISER - Scale AS NOTED ' '~ ' Tele: 63]-757-6204 Fax: 631-757-0628 E-marl: info*ALArchKecture.com Draw JG ~q~/ Check A Kevin & Theresa McPike Residence Sheet Number ? 1 of I I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I Il I 12 ELECTRICAL LEGEND (~ CHANDELIER ~p- PENDANT LIGHT © RECESSED DOWN LIGHT ~ PULL CHAIN LIGHT ~ WALL SCONCE EXTERIOR WALL SCONCE ~ EXTERIOR NOTION LIGHT · . · UNDER-CABINET LIGHT DUPLEX OUTLET EXTERIOR WATERPROOF OUTLET GROUND FAULT INTERRUPTER FLOOR OUTLET SWITCH [] VENT FAN t (~) PROPOSED ELECTRICAL SCALE: 1/¢" = 1' SWITCHING PLAN MASONRY WALL EARTH INFILL II MASONRY WALL EARTH INFILL EARTH INFIL EARTH INFILL H o-I I~ I L----J I / L -- I I J 4'' /S~B POST ABOVE L___II MASONRY WALL EARTH INFILL MASONRY WALL MASONRY WALL BASEMENT \ AREA /~/ RUN 6" SLAB \ ELEGTRID TO AI~IC FOR THICKNESS I~/ LIGHTS ~ RECEPTICLES ELECTRICAL 4~. AND AC UNIT. SERVICE '~' 15 AMP -- ~ BOX ~ ...... _,,_ ..... , --- / I I I EARTH INFILL GARAGE 6" SLAB F Project Number No: Date: Issue: 1, 10-10-07 PRELIMINARY DESIGN 2. 10-22-07 PRELIMINARY DESIGN 50% 5, 11-26-07 FINAL DESIGN 50% 4, 01-11-08 FINAL DESIGN 100% 5. 03-28-08 BID & PERMIT Sheet Status No: Date: Issue: Andreas Letkovsky Architecture, P.C. 229 Laurel Road, East Northport, New York 11731 Tele: 631-757-6204 Fax: 631-757-0628 E-mail: info~ALArchitecture.com Date 03-28-08 Scale AS NOTED Draw JG Sheet Title PROPOSED ELECTRICAL SWITCHING PLAN Project Title Theresa McPike Residence Sheet Number F 1 Kevin and of Check A 2 3 4 5 [ 6 [ 7 [ 8 [ 9 [ 10 [ 11 [ 12 [ ELECTRICAL LEGEND (~ CHANDELIER ~ PENDANT LIGHT © RECESSED DOWN LIGHT I, ,~, , PULLuNDER_CABiNETCHAIN LIGHTLiGHT ~)- WALL SCONCE ~' ~ E~ERlOR WALL SCONCE ~ EXTERIOR MOTION LIGHT IOH ~71 ~,~fi ~ROuNDEXTERIORWATERPROOFOUTL~FAULT ,NTERRUPTE~ ]<> i ~ flOOr OUTL~ ~ VENT FAN ~ % ~ /~ ~ i ~ ~1 I / ', xl/ ', ~. i i /I J ' , ~ ~ ~- 4 ii . -'4', . . 4'"C'/ i , x x . ~~~/ .~ , )~~1 ~ '. % , ~ ,,l: ,~ ', '~ ,,' ~J]l ,. ,~<. ~. , . , I ~~ ,. ],,~ x ,. /~ ', ,7TMII ~ ',2~2-" : ~ ~ ~, ~ ~~;:" ~ 't I I lll ', '.~,~0 ~"~vx ,' I - ;;< ~'" '"~ ~11 , /,,'~ ~ %~ ~ ,. ........... , ¢ ~ ~---~~A~:::%-' ,~ .... ~ / --~ ¢ ,.... ,. ¢~ 7 , , ,, ,, ,, % ~ % ",l ~ /-'; ,,,,,,, -- ," I / I / X III1~ ~ '¢~ ~' I /~- ~/ I-- ' ~ '~ ~ 187,5 SF~ ~' ~ = ~ / T == I I . I ~ ~ I ~ ~ ~, ~ Ilill [ ~ / ~ I ~' Ii ~ --~ ~ F 26 SF ~ ~~~% Ii ~ ~ ~ -- k.~ WALK-IN ~ I I II 'xl/, ~/ I / .... ~, /f /7 ~ ~ ~ ~ ~' H ' ~ ~ ~w ........... J Ar~ '~ ..... ~ .... ~ ~,~ ~ Il k ; / ~ // II . ~ ,,, ..... ll l~ -/ ~ ~-J ~ ~-4 ¢ / / =' '--7. ......... ],Y-' ~;',k, ~-xx ~~~J? II I / I . = c sF 2 ~ ¢ ,' % ~ ~ I N LIMESTONE ¢ ' ~ -~ / I - T- I ~PROPOSED ELECTRICAL SWITCHING PLAN ~SCALE: 1/4" = 1' ~¢~ Tko-- Sheet Tide Sheet Number Project Number Sheet Status /~~ Date 0~-28-o8 No: Date: Issue: No: D~te: Issue: 1. 10-10-07 PRELIMINARY DESIGN ~¢~1,7~.~X' n teas e cvs rc ecture,· · PROPOSED ELECTRICAL SWITCHING PLAN 3. 11-26-07 FINAL DESleN 50% . ~ ~¢~z{¢ / 229 Laurel Road, gastNorthport, NewYork 11731 Project Title 4. 01-11-08 FINAL DESIGN 100, ~~~ Tele:631-757-6204 Fax: 631-757-0628 E-mail:infoeALArchitecture.com Kevin ond Theresd MoP,ke Residence of 5. O~-28-08 BID & PERMIT~~ Check A [ 1 [ 2 ] ,3 [ 4 [ ,5 [ 6 [ 7 [ 8 [ 9 [ i0 [ 11 12 Code Excerpts: Residential Code of New York State, 2007. R301,1 DESIGN. Buildings and structures, and ali parts thereof, shall be censtnJctsd to safely support R309,2,2. Horizontal eeparabons, Where horizontal construction is used te separate the garage When more than one smoke alarm is required to be Installed w~th~n an ind[wduaf dwelhng unit the R406.3.2 Bteow grade moisture barrier. A g-mIFthtak (0.f 3 mm) polyeteylene film ehaf be spilled Rflg2.1 l.f Wall anchorage. Braced wall line sirs s fltal be anchored to concrete or masonry g. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood-frame all loads, Includtag dead reeds, live loads, roof loads, flood loads, snow loads, wind loads edn seismicfrom tee residence or its attta~ such construction shall be protected with one layer of ~flnch-thick, alarm devices shall be Intemennected In such a manner that th aclutelcn of one tsarm w/il activate over the below-grade portion of exterior foundatin walls prior to backfilling. Jolrds in the polyehytane fou halations in eocordanca with Sections R403.1.6 and RE02,1 t. Plate washers, a minimum of ~a inch construction, loads as prescribed by this code, The construcflon of the building and sflactures shall result in a rype-x~ Aypsum Doara~ Installe~ In accoraance wltnt en requirements of ~ecaon ~U~.I. openlaAS in all of the alarms in the Individual unit The alarm shall be clearly audible in all bedrooms over film shall be lapped 6 inches ( 152 mm) and sealed wtih adhesive, The top edge of the polyethylene by 2 inches by 2 inches (4,7 mm by 51 mm by 51 mm) in size, shall be provided be[ween the g At wall and roof intersections, system that provides a complete load path capable of transferring all loads from their point of origin horizontal separedons shall not be senn/bed except where the residence is otherwise protected by background noise levels wdh all Intervening doom closed, film shall be bonded to the shesthing to form a seal. Film areas et grade level shall be protected from foundation eillplata and the nut, terough tee load resis fing elements to the foundation. When a building of otherwise conventional vertical separations Where the hedzcrdal separation is a floor-celfng assembly, the sbecture All smoke alarms shall be listed and installed in accordance with the provision of this code and the mechanical damage and exposure by a pressure preaervaflvely treated iumbar or plyWood strip 7 At buifl4n guEem, construoflon contains structural elements that exceed the limits of Section R301, those elements shall supporting the separaben shall also be protected by net less than % ~nch ( 1 ti.87 mm) Type-X gypsum household fire waming equipment pmvi;tans of NFPA 72, at[ached to the wall several inches above finish grade level and extending approximately g inches R$06.2.1 Minimum thfokness, The mta[mum thickness of masonry bearing wails mom than one be designed in accordance wflh accepted engineering practice, board or equlvalenb (229 mm) getaw grade, The Joint Petween the strip and the wall shaf be caulked full length prior to story high shall be g inches (2(~3 mm), Solid masonry walls of one-story dwellings and garages shall Rti32.7.2 Engineered wood products. Cuts, notahes edn holes bored in laminated veneer lamber, fastening the sfip to the wall, Other coverings ~pprepr tare to the architectural treatment may also be net ve less than 6 inches (152 mm) in thickness when not greater than 9 tee~ (2743 mm) in height, gtae-taminatad members or I-jolste are not permitted unless the effect of such penetrations are R30t.t ,2 Engineered design. When a building of otherwise conventtanal light-frame consflacBon R310,t Emergency escape and rescue openings required. Basements with habdabta space and R317,f .t Alterations, repairs, additions and conversions, When inteflor alterations, repairs, used. The polyethylene film shall extend down to the besom of the wood reefing plata but shall not prowded teat when gable construction is used, an addlttanal 6 feet (1829 mm) Is permlfled to the specifically considered in the design of the member. contains structural elements not conformtag to ~his code, these elements shall be designed In every sleeping room shall have at least one openable emergency escape and rescue operflng. Whom eddlti,ons er conversions requiring a permit occur, or when one or mom sleeping moms am added er overlap or extend Irdo the gravel or crushed stone footing, peak of the gable, Masonry walls shall be laterally suppoded In either the horizontal or vedlcal accordance with accepted engtaeerlng practice, The extent of suoh design need only demonstrate emergency escape and rescue openings are provided they shall have a sill height of not more than 44 created in exledng dwellings, the individual dwelling unit shall be provided wlfh smoke alarms located compltanee of nonconventional elements with other applicable provisions and shall be compaflbta with inches (1118 mm) above the floor Where a door opening having a threshold below the adjacent as reOUlred for new dwellings; the smoke atarms shall be Interconnected and hard wired R4flti.t Ventilation, The under-floor space be[ween the bottom of the floor jetate and the eedh under direcflan at Intervals as required by Section Rfl06,8, Rtl02.8,1 Bridging. Rafters and ceiling joists hay/ga a depth-to-thickness ratio exceeding E to 1 based on nominal dlmenstans shall be supported laterally by soFId blocking, diagonal bddg~ng {wood any braiding (except space occuptad by a basement or cellar) shall be provided with ventilation REft6.2.4 Parapet walls,, Unreinforced solid masontry parapet wails shall not be less than 8 inches or metal) or a continuous ~ -inch by 3-inch (25,4 mm by 7g mm) wood strip naitsd across the rafters or the pedermance of the conventional flamed system. Engineered design in accordance with the ground elevaed~ serves as an emergency escape and rescue opening and is provided wits a Building Code Of New York Slate is perrnlded fro ell bulldtans and sflactures~ and pads thereof, bulkhead enclosure, the bulkhead enclosure shall comply wdh Section 3t 0.3. The net clear opening R317,2 Power source, The required smoke alarms shall rectave their pr[mary power from the openings through foundation walls er extarmr walls, The minimum net area of venfllaflon openings (203 mm) In thickness a nd their height shall not exceed four flmes their te~ckness, Unre[nterced ceiling joists at Intervals not exceeding 8 feet (2438 mm), included in the scope of thts code. dimensions required by this section shall be obtained by the normal ederaticn of the emergency buildl~lg wiring when such wiring is served from a cordmeedal soume, and when primary power Is shall not be less than 1 square foot for each 15g square feet (ti,fl7 m~ for each I rio mz) of under-floor hollow unit maeentry parapet wails shall be not less than 8 inches (203 mm) in thickness, an dtbeir Rg01.2,f ,2 Internal pressure, Windows in buildings located In wind-berne debts regions shall have escape and rescue opening from the Inside Emergency escape and rescue openings with a tin/shed Intarr~Jpted, shall receive power from a battery, Widng shall be permanent and w[tedut a space area, One such ventilating opening shall be within 3 feet (g14 mm) of each corner of said height shall not exceed three times their thickness, Mason ry parapet walls in areas subject to wind Rg03,f General, Roof decks shall be covered with approved reef coverings secured to the building or dlacohnecting switch other htan those required for oveiourreof protection. Smoke atarms shall be building, loads of 30 pounds per square foot (1,44 kN/m^2) or located In Seismic Design Category D1 or D2 structure in accordance with the provisions of this chapter, Roof assemblies shall be designed and glazed openings protected from wind-borne debris or the building shall be designed as a padlally sill height below the adjacerd ground elevation shall be provided with a window well In accordance permJtted to be battery operated when installed in buildings without ccmmerlcal power or in buildings R40fl,2 Openings for under-floor ventilation. The minimum net area of ventllaflon openings shall shall be reinforced in accordance with Section R60fl,l 1, installed in accordance wflh this gods and the approved manufacturer's installation instructions such enclosed building in accordance with the building Code of New York state, Grazed opening protection with Section R310.2, thai u~ndergo alteraflcnts repairs or adddtans regulated by Section R317.1 ,t not be less than 1 square foot (0.(3929 m~) for each 150 square feet (1 ti(grn~) of underfloor space area, that the roof assembly shall se~e te protect the building and structure. for wind-borne debris shall meet the requirements of the Large Missile Test of ASTM E 1996 and of R606.3 Corbeled maso,n~. Solid masordry units shall be used for corbeling, The maximum R3t 0.t ,t, Minim um obanteg area. All emergency escape and rescue openings shall have a One such venfltaflng openlgn shall be wlthln 3 feet (gl 4 mm) of eaoh earner of the building. ASTM E 1 fl86 referenced therein, minimum net clear beaning of 5 7 square feet (,530m~, R322.t Moisture control. In all framed walls, f/oars and roof/ceilings comprising elements of the corbeled projection beyond the face of the wall shall not be more than one-half of the wall thickness or R903.2 Flashing, Flashing shall be Installed In such a manner as to prevent moisture entenng the 7 building thermal envelope, a vapor retarder shall be Installed on the warm-in-winter side of the Ventilation openings shall be covered for their height and width with any of the following materials one-half the wythe th~cklness for hollow wails; the maximum projecedn of one unit shall not exceed wall through tee joints in the coping, through moisture permeable mteedta, a~ [ntamections with the Exceptlen:Woodstructuralpa~elswflha mlnimumthtaknessof ~elnch 11Arum)ands Exception:Gradeflooropeningsshallhavea minimum netctaaropeningofgsquareteet(A65 provldedthatthetaastdlmenslonofthecovedngshallnotexceed Y4inch(E,4mm): max mum span o 8 feet 2438 mm she be perm ~ted for open ng pro ec on n eno- and [nsula~fion one-half the height of the unit or one-third the temkneas at righ~ angles to the wall The top course of reef pizne or at parapet wall penetrations, two-story bindings Panels shall be preout to ~over the glazed opening with attachment m ). Exceptions: 1. Pederated sheet metal plates not less than [3.070 inch (1,8 mm) thick, corbels shall be a header course when the corbeled masonry is used to supped floor or reef-framing members. Rgti3.2,t Locations, Ftashlng shall he Installed at wall ada roof Intersections; wherever there ~s a hardware provided. Attachments shall be provided in accordance with Table R301,2,1.2 or R313.t ,2, Minimum epenteg height. The minimum net cJear opening height shtai be 24 inches 1, In construction where moisture or freezing will ne~ damage the materials. 2. Expanded shot metal plates not less than g 047 Inch (1,2 mm) telck, change in roof slaps or direction; and around roof openings. Where flashing is of metal~ the metal shall be desrgned to resist the components and otadlng loads determined in accordance with (ti10mm). 2. Where the framed cavity or specs Is verdltated to allow moisture te escape 3. Cast iron g~lls or grating Rtl06.7 Stack bond. In unrethterced masonry where masonry units are laid in stack bond, shall be correstan-resedaof wdh a thlcness fo not less than 0.01 ti tach (No. 28 graven/zed sheet). the prevlstsns of tee Building Code of New York State, R31 gA .3. Minimum ebanlng width, The minimum net clear opening width shall be 20 inches 3, In countries Ideofltied with footnote a in Table N t 10t ,g, 4, Extruded taed-beedgn bedk vents. Ionggudlnal rte rdor~ema=nt consisting of not less than two continuous wires each with a minimum R303,t Habitable rooms, All habitable rooms shall be provided with aggregate grazing area of not (goamm). aggregate cress-aecflonlal area of 0.017 square ~nch (11 mm^2) shall be provided in horizontal bed Rgfl3.4 Roof drainage, U ntass roofs are sloped to drain over roof edges~ roof drains shall be Installed teas than 8 percent of the floor area of such rooms. Natural ventilation shall be through windows, R31 g,f .4. Operational constraints. Bmergency escape and rescue openings shall be cperedenal R323.t Location requbad, In areas subject to decay damage as established by Figure R301,2 (7), 5. Hardware clofh of 0 g3ti inch (0.89 mm) wire or heavier, joints spaced not more fhan 16 inches (406 mm) on center vertically at each Iow pmnt of the Ioof. Where required for roof d rataagts scuppers shall be placed level with the roof suHace in a wall or parapet. The scupper shall be located aa determined by the roof slope and doors, louvers or other approved openings to the outdoor air. Such openings shall be provided with from the Inside of the room without the use of keys or tools, the fo~ltawlng Iocattans shall require the usa of an approved species and grade of lumber, pressure fl, Correstan-resistant wire mesh, with the least dimension being ~ ~nch (3 2 mini. Rfl0fl,9 LIn[wta. Masonry over openings sflall be supported by steel lintels, reinforced concrete or contributing roof area. ready access er shall otherwise be readrly controllable by the building occupants, The minimum pmse~rvatlvey treated In accordance with AWPA C1, C2, C3, C4, Cg, C 1 $, C f g, C22, C23, C24, Cga~ mason ry lintels or maso~nry arches, designed to suedrt load imposed openable area to the outdoors shall be 4 percent of the floor area being venfltatsd, R31 ti,2 Window Welts, Window wells required for emergency escape and resoue shall have Pt ~ Pa2, and Pg, er decay-resistant heartwood of redwood, black locust, ar cedars. R4Ofl,g Access, An access openlg n 1 ti inches by 24 inches (457 mm by 61 g mm) shall be provided Rtl03,4.10verfllow drains and scuppers. Where roof drains are required, overflow drains having to the under-floor space. See section M1305 1.4 for access requirements where mechanical Rfl06,f ¶.2,t.3 Reinforcement requirements for masonry elements. Masonry elementa listed ~n the same size as the roof drains shall be Installed with the inlet flew hne located 2 inches (51 mm) Exceptlom horizontal dimenstans that altaw the door or window of the emergency escape and resuce aborting te f Wood jotats or the btatem of a wood strueteral floor when closer than 18 inches (457 mm} eqtapment Is located under fleers, Secflon R600.11,2.1.2 s,hall be reinforced ta either the horlzontel or verbcal dlreottan as shown in above the Iow poird of the roof, or oveHIow scuppers having three times the size of the roof drains and be fully opened, The hodzordal dimensions of the window well shalJ provide a minimum net clear area or wood girders when closer than 12 ~nches (305 mm) to exposed greund in crawl spaces re Rgti2.1 Ibantlflcatlen, bead-bearing dimension lumber for joists, beams and girders shall be Figure Rg0E.10(2) and in accordance with the foitawlng, having a minimum opening height of 4 Inches ( 102 mm) my be ~nstalled ~n the adjacent parapet walls t, The glazed areas need not be openable where the opening is not reqmred by Secfion R3t0 of g square feet (,titer~) wtih a mtalm~m benzontal projection and width of 36 inches (et4 mm), unexcevated area located within the periphery of the building foundabon, with the Inter flow located 2 Inches (51 mm) above the ~ow point of the adjacent roof. The tasteltattsn sod an appreved meohantaal verditatlon system is provided capable of pioedclng .35 alt Idengfied by a grabe mark of a lumber grading or Inspecflen agency that has been approved by an t. Horizontal edr~forcemen[ Hedzothal joint rein forcemen~ edall c~nsist of at least two changeper hourlnthereomorawedle-house mechanlcelventllafionsystemislnstelled R31ti.2,f. Ladderandstaps. Windowwtslswtih avergcaldepthgreater that44i~ches(flamm) 2, SIIIsandsleepereona concreteor masonryslabthaUsindbectcontectwlththeground accredltattan bodythatcompHeswithDOC PS20, Inlieaofagredemark, acerthgcateoflnedecttan iongltudlnalW~l,7wiresspaced notmerethan ltilnches(406mm)terwallgreater than4 andsizing~f~ver~~wdraintstaadersandconducterseha~~c~mp~ywiththePtembtsg~obe~fNew ~ ,,', Sheet Title Sheet Number Date No: Date: Issue: No: Date: Issue: A d L tk ky A hit PC 03-28-08 1. 05-28-08 CD BID PERMIT6. '7.'~,c,'.~r, o,~'-~,,n reas e ovs rc ecture,. . UIL INO CODE EXCERPTS 2. 7.~I~,~,.,~.,,~/-'' Scale AS NOTED 3. 8, , %~, ~ 229 Laurel l{oad, East Northport, New York 11781 Title ~ .:~ ~.fi,%~ Draw - 4-. ~'.~,~}-~-&gr~ __/~_~ Tele: 631-757-6204 Fax: 631-757-0628 E-marl: info@ALArchttecture.com 5. Kevin & Theresa McPike Residence of ~'e~'n~ ,,,~.,,~,~ Check A 5 6 7 I 8 I 9 I 10 I 11 I 12 I NAILING SCHEDULE(EXPOSURE "B") NUMBER OF JOINT DESCRIPTION COMMON NAI~ NAILSPACING ~Co~ra~erahallprov~spr~utlf~pl~dpanelam MA~RIALS, EX~AVA~NG, MINING, OR O~ER SIMI~R Rofter R~fter ~ of 16d Common R O O F F R A U I N G Sl~ PLAN T0 BE PREPARED BY O~ERS AND SHALL INCLUDE 12 4 7 10 RA~ER TO TOP P~TE ~OE-NAILED) 3-~ PER RA~R CODE ANALYSIS ~E FOLLO~NG INFORMATION: 3:12 1624 57 139 1319 ~tlca w~thout Storage 10 CEILING JOIST TO TOP P~TE CON-NAILED) 3 - 8d PER JOIST O~UPANCY= CAPACI~ 1 2 3 5 8 CEILING JOIST TO PARALLEL RAFTER (FACE-NNLED} (HEEL JOl~ REFERENCE STAND.DS: GROUNDWA~R ~leaping rooms 30 12 3 3 5 CEILING JOIST ~PS OVER PARTITION (FACE-NAiLED) Attie~: 20 psf PURPOSES OF G~ZING; 9:12ANDGR~TER 4-16d S~leWIndSpaed. 110mph ~E ~LAZING IS ~ ~AN 60" ME~UR~ ~CALLY ABQ~ 12:12 16 3 3 4 ;e[li~g Joist (ft.) (Toenalled) Required In each COLOR TIE TO ~ER (FACE-NAIaD) Dead Lo~dw 10 psf (In,) ~o Top Plate Connection RiM BOARD TO RA~ER (END-NAILED) ~. lad EACH END ENERGY NOTES R309,1,1 DUCT PENETRA~0N ASPHALT ROOF SHINGLE NOTES NAILING NOTES "~ = 2,6~ PS1, e. menufa~ured by ~US~01ST MoMI~ 0F G01 INCH. ~T, CLIMATIC & GEOGRAPHIC DESIGN CRTIERIA oamplreneew]ththeco~racl~oauments, -~ ~ Sheet T~tle Sheet N~mber Prolect Number Sheet Status d tk ky A Mt .C BUILDING REFERENCE STANDARDS !~[~'~ ~}~ 22~ Laurel Road, East Northport, NewYork 11731 ProlectT~tle ~. *. ~f /.~} Tele: 631-757-6204 Fax: 631-75%0~28 E-marl: lnfo~ALArcNtecture.com ~,/~ Kevin & Theresa McP~ke Residence of 5. 10, fiR,'/ 12 24 2 12 E CLIMATIC & GEOGRAPHIC DESIGN CRTIERIA GROUND WIND SEISMIC SUBJECT TO DAMAGE BY WINTER ~CESHEI[.D AIR 1 [ 2 [ 3 [ 4 [ 5 [ 6 [ 7 I 8 [ 9 [ lO [ 11 12 ; OF ST. ID . .' - ~.' ~ ~x~"x~'~' ~ " , FOOTING DETAIL :: ., cw~55 RIDGE DETAIIL ~ CATHEDRAL CEILING RIDGE TENSION STRAP CONNECTION DETAIL DETAIL 5 ~,~.~o.,,,~. W = 22 9/16" 50~6DH 2846DH H = 56 5/8" W = 55 7/a" w = 29 7/8" DETAIL 1 DETAIL 2 5.7 sq. Fft 5.03 sq. Fft ~ ~ SILL = 26" SILL = 26" OVERFRAMING ~m"~a ROOF RA~ERS BOLT ~ ~CH ANDERSEN EGRESS WINDOW SPECIRCATIONS ~ :: :.. ~ .~/// //// ///~ X~,~,o~ ~ .~ ~.~ ~ ~ ~ ~ ~ ~CH ROOF ROOF RA~ERS ..... ~"/~CHOR BOLT ' ...,- SHEARWALL HOLDDOWN ~~~,~,,o.~ ~ ~.~,.,~,~ / ~ ~,.~o~,~ RAFTER/TOP PLATE CONNECTION DETAIL FALSE VALLEY CONNECTION DETAIL - DETAIL 9 (,~~ . ~,,,,~ DETAIL 6 DETAIL 7 FOUNDATION WALL/FLOOR FRAMING DETAIL - / DETAIL 8 ~"'~ ~~'~'~ ~'~' DETAIL 4 DETAIL 5 I -~M~ ~NO~= S,MP, ~NO~O ~ ~ ~ ~L~[~[~ / ~d TRIPLE STUD 08~ m. P~ ~ i (2) H~ ~ RO0 / rc2a (2) H~ ~ nooy ~IMPSON / ' PSON H~I 6 ~ 4'-0" ~4'-0" ~0 ~2'-0 / , $ ,__ ~ ~ PATH/FLOOR ' ' ''"" " " I.'..:: 2"x6" W)O TOP RAIL ~ma ~ ~ ~" ¢ BOLT X ~18" LONG ~x4 woo~ II ~ ~. b/':~ "~.~ ~24 LON6 -',~.. f..'.- .., . ,. .... ~OST ~ 4B" 2"x2' BALUSTERS ~ ~ ~u S~MPSON . ~ = o.c. .~...~c..mEw~.omow.~.,~ a ~o..~o~o. LOAD FRAMING DETAIL ..'"" w~ ' '. 2"x4"BOTT. RAIL DETAIL 5A-- -- - -- - AROUND ~DETAIL 15 =" ~,"' "" ' '" "' ' . .. ..... .. ~ X~LEAR ~ ~OWOMP~ .... . SIMPSON H-5~AR DECKING LST~ ''' ~''~ ~' ' ' ' _,~ ~ ~ CON~OTO~ H~ADER TIE DOW~ DETAIL~ FI~ST FLO0~ ~ ~THRU ~ ~ CLIP ~ 16" O.C~ - ~"x4" ~OST FIRST FLOOR BOLTS ~K AC4 ~OWOMP~ /~'/ 8H~ARWALL HOLDDOWNDETAIL 1 7 ~Vt ?~2""~°' ~ ~s~9~ DETAIL 16 ~ ~1~ .... DJ ~ POS~ /~ ~ DIMENSION) HANDR~L // 2" :~ BALUS~RS M ' AC6 = B44 ~ ~ ....... ~6~m~ , SIMPSON A ~ ~"x ~" (~UAL 6x6 P.T. ~ 4.~sONAB66 .,.~ ,~a ~A,C,OR,mT oc ~- ~,~*~o.~o~ ~' ' / ~ ~,,~ ~- 4X4 POST CONNECTON DETAILS ~ ', ~,,,' '.,, ~ ~ ..,o~ ~ ~ ~ ....... ~,.~SON ~. / ~/ -- ~ PORCH/DECK/HOUSE ~o~- / , ~ ~ ~ ~ ~.~ STAIR/RAiL NG PORCH/DECK/JOIST CONNECTION DETAIL ~ ' ' ..-..,: ,.... / DETAIL · ~ CONNECTION DETAIL ,4./:':'q '~' ~:~' ' · ," '~ '.' DETAIL DETAIL 10 PORCH/RAFTER/GIRDER. , CONNECTION DETAIL DETAIL 15 "-',,.,.",'.~:: ,,:' "" '~ '~' '? DETAIL 1 2 No: Date: Issue:No: --rc ..ec.ure, 1. 05-28-08 ~ID · PERMIT a. ' BUILDING REFERENCE STANDARDS 2. 7. ,, ~ Scale AS NOTED ~. m.~~~ C~okA Kevin ~ Theresa McPike Residence of CON[~ 2CTOR R (2) H2 RO0 4'-0" TO