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36776-Z
Town of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 1/9/2013 No: 36104 Date: 1/9/2013 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: SINGLE FAMILY DWELLING 160 Sailors Needle Road, Mattituck, NY, Sec/Block/Lot: 144.-5-26 Filed Map No. Lot No. filed in this officed dated 36776 dated 10/27/2011 conforms substantially to the Application for Building Permit heretofore 10/18/2011 pursuant to which Building Permit No. was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: One Family Dwelling with: Living Room, Kitchen, Foyer, Office, Laundry, 2 Bedrooms, 3 Baths, Study, Sitting Room, WaLk-in Closets, Roofed-Over Porches, 2 Car Garage, Storage Room, Unfinished Basement and outdoor shower as applied for per ZBA #6484, dated 9/15/11, and amended on 10/18/12. The certificate is issued to Penney, Deborah (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 11/16/12 R10-11-0060 11/14/12 36776 11/20/12 fffi Nika Demetres _ ~t~)~z e d/8(ign at u/r e TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36776 Date: 10/27/2011 Permission is hereby granted to: Penney, Deborah PO BOX 47O Mattituck, NY 11952 To: Demolition and Construction of a New Single Family Dwelling; Living Room, Kitchen, Foyer, Office, Laundry, 2 Bedrooms, 3 Baths, Study, Sifting Room, Walk-in Closets, Roofed-Over Porches, 2 Car Garage, Storage Room, Unfinished Basement, as applied for. At premises located at: 160 Sailors Needle Road, Mattituck, NY SCTM # 473889 Sec/Block/Lot # 144.-5-26 Pursuant to application dated To expire on 4/27/2013. Fees: 10/18/2011 and approved bythe Building Inspector. DEMOLITION SINGLE FAMILY DWELLING - ADDITION OR ALTERATION CO - NEW DWELLING Total: $695.50 $2,156.40 $50.00 $2,901.90 ~ui;B uil~spe~ · . * Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% 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. I. 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. Ifa Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $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 New Construction: Location of Property: Date. House No. Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Subdivision Permit No. '~Lh~/~ '~ ~ Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~O '&~//~-~7 Old or Pre-existing Building: (check one) Street Hamlet /Z/~/ Block : Lot 2,~ Date of Permit. /~) Z~/ [ Filed Map. Lot: Applicant: Underwriters Approval: Final Certificate: 'v~ (check one) Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631 ) 765-1802 Fax (631 ) 765-9502 ro.qer, richert~town.southold.ny, us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Deborah Penny Address: 160 Sailors Needle Road City: Mattituck St: NY Zip: 11952 Building Permit #: 36776 Section: 144 Block: 5 Lot: 26 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: James Loney Electric LicenseNo: 3864-e SITE DETAILS Office Use Only Residential ~ Ifldoor ~ Basement ~ Service Only ~ Commerical Outdoor 1 st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage Service 1 ph Service 3 ph Main Panel Sub Panel Transformer Disconnect Other Equipment: INVENTORY Hot Water GFCI Recpt NC Condenser Single Recpt NC Blower Range Recpt Appliances Dryer Recpt Switches Twist Lock 300a underground service, Ceiling Fixtures ~J~[~ HID Fixtures Wall Fixtures 141 Smoke Detectors Recessed Fixtures CO Detectors Fluorescent Fixtur(~ Pumps Emergency Fixture Time Clocks Exit Fixtures TVSS 3-combination smoke/co detectors, 5-paddle fans, ,3-exhaust fans, 5-outside lights, 20kw generator with transfer switch Notes: Inspector Signature: Date: Nov 20 2012 81-Cert Electrical Compliance Form.xls Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 BUILDING DEPARTMENT TOVfN OF SOUTHOLD )76571802 Fax (631) 765-9502 CERTIFICATION Date: Building Permit i'4o. Owner: (Please print) Plumber: ~[7~ (Please print) I certify that the solder used in the water suPply system contains less than 2/10 of 1% Sworn to before me this ~ /6, (Plumber~ignamre) , 20/ Notary Public, ~(/~-~/cT__County NNOT JANET ¥. STEWART AR¥ PUBLIC STATE OF NEW YORK/ · SUFFOLK COUNTY LcLcL~ M M, EXPIRES November 30. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION1ST [ ] ROUGH PLBG. /[ ]FOUNDATION 2ND [ ] INSULATION [ ]FRAMING/STRAPPING [ ] FINAL [ ]FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]RRB RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [V~ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG, [ ]FOUNDATION 2ND [ ]INSULATION [/~ FRAMING ~ [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] F/GUNDATION 2ND [~'~RAMIN(~~ []FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUC'I10N [ ] FIRE RESISTAHT PENETRATION [ ] ROUGH PLBG. [ ] INSULATION [ ] ELECTRI.CAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS. DATE ~-~ ~37~~_.~INSPECTOR ~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND ~STRAImlNG [ ] FIREPLACE & CHIMNEY [ ]ROUGHPLBG. [ ]INSULATION FINAL [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ] FIRE RESISTANT CONSTRUCTION DATE .. 4 --/-~ ~- / ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT/ION [ ] FOUNDATION 1ST [//~ROUGH PLBG. [ ] F~NDATION 2ND [ ] INSULATION [ J/]' FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ [ ]ELECTRICAL(ROUGH) REMARKS: ,'~ ~-~ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. /~INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY REMARKS: DATE SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) REMARKS: [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ~]~LECTRICAL (FINAL) DATE INSPECTOr-- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING/ [ ] FIREPLACE & [ ] FIREI FINAL [ ] FIRESAFETY [ ]F~REI [ ] ELECTRI~L (ROUGH) .~_MARK~.//~/~/~ ~ (FINAL) DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU~G~PLBG. [ ] FOUNDATION 2ND [ ]~SULATION [ ] FRAMING/STRAPPING [~/] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) REMARKS: ~'~~/'? ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) INSPECTO~~ FOUNDATION (15T) "-" ....... l /~ ,'l,~ ~o~.~,~o~ ~2~o~ ~,._ ~1 / , ' ' ROUGH ~G & ; ' - ~ ' ,/ ST~ ~ cO~ '1 , ,,- //~~ ~, ~. ,~1~/~ ~ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork, nel/Southold/ Examined I'0 -- ~"~ ,20 II Approved [ o - '7,20 I] Expiration l~-- ~"7 ,20 [3 PE ITNO. 36 BUILDING PERMIT APPLICATION CHECKLIST DO~p~e or need the following, before applying? oard of Health__ sets of Building Plans_ lanning Bo~d approval ey heck ~,Septic Form N.Y.S.D.E.C. Tmstees Contact: Mail to: Phone: ~g"~ ~ -/~"7-,5'"0 ~ 0 11'75'r0 Building Inspector APPLICATION FOR BUILDING PERMIT Date l '2 0 ot'.'~o-,~, ,20 J I INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and 9J~r applicableJ,~ws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removgt o/demolition/tis ~/erein described. The applicant agrees to comply with all applicable laws, ordinances, building code, hot~ig~ code, and/el~flations, and to admit authorized inspectors on premises and in building for necessary inspections. /~% ~Signature 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 Name of owner of premises "~:~ oY-',~'~r '~'M r-~ ~ (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. I~ Plumbers License No. Electricians License No. Other Trade's License No. 1. Location ofland on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section [Z~ Block ~' Subdivision ~,Aq.~'q" ~'yrc t~t~Are,~ Filed Map No. (Name) Lot Lot ~ 2: State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost Fee 5. If dwelling, number of dwelling units If garage, number of cars f Addition Alteration Other Work (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. [q'~ 7. Dimensions ofexistin~g structures, if any: Front ,e(~ ~ Rear ~-'q ~ Depth -1 l t~ ~,, Height. '~ ' G,~/ Number of Stories ~_ Dimensions of same structure with alterations or additions: Front Depth. ~ Height. (55> 8. Dimensions of entire new construction: Front /4 Height ~,.~ Number of Stories 9. Size of lot: Front '7 4. ~,' Rear ff~. o Rear Number of Stories Rear /-/,~- Depth .Depth [ 3'3, g G' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ~---- ~O 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO 13. Will lot be re-graded? YES NO '/"~Will excess fill be removed from premises? YES__ NO 14. Names of Owner of p_remises-l::~ rt~ n'l~tedv'T Address t~o 5~.,~eJ$14~oc~..Phone No~S~)g4$- Name of Architect ~ e.~a~e.~ [~o7o Address ~e, ~4.~.~.~e~,~.~,,~. Phone No Name ofContractort'4nto gc*a'.Ce~-~-. Address J$~l ~'o,ae, ~. Phone No.~.~bS-M- $?,4~- 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES Vx NO __ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMIT~ MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES V 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. STATE OF NEW YORK) SS: COUNTY OF. ) ~'~o ~/~12:~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH (S)Heis the fi~e-~t'T' ~lrl ~ Notary Publio, Stat~ o~NewYofk (Contractor, Agent, Corporate Officer, etc.) Ouafiflod in 8tSgolk Coaniy ~ l '~' Comml~lon Expir~ Apfl114, ~ ~- 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 true 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. Swom,W before me this . !~'-~ day of O~ 20 Notary Public ~cant BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 7643 DATE: SEPTEMBER 21~ 2011 ISSUED TO: DEBORAH PENNEY PROPERTY ADDRESS: 160 SAILOR'S NEEDLE ROAD~ MATTITUCK SCTM# 144-5-26 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 21, 2011, and in consideration of application fee in the sum of $250.00 paid by Deborah Peane¥ and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to remove e:~t~l~ 1,817 s~are foot dw.~Alinl~, attacl~ed garage and enclosed porch; remo~,e-e~iSfino w~, driveway, brick ~ and septic system; construct new 2,631 square foot two-story dwelling with 1.5 story attached garage and roofed-over porches; new 538.8 square foot on-grade stone patio; new paver on sand driveway and walkways; new septic system; and new leeching pools for roof run-off; with the condition of the installation of a 20 foot wide non-turf buffer along the landward edge of the bulkhead to be maintained; and as depicted on the site plan prepared by Richard Boyd, R.A., received on September 26, 2011, and stamped approved on September 30, 2011. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. Jill M. Do~erty - Absent James F. King, President Bob Ghosio, Jr., Vice-President Dave Bergen John Bredemeyer Michael J. Domino Town Hall Annex 54375Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone(631) 765*1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0834C Date: January 8, 2013 THIS CERTIFIES that the removal of the 1,817 sf. dwelling, attached garage, enclosed porch, wood platform, driveway, brick walk, septic system; construction of new two-story dwelling with 1.5 story attached garage and roofed-over porches; new on-grade patio, driveway, walkways, septic system, leaching pools; installation of generator, three air conditioner units, solar panels on dwelling roof; 17' non-turf buffer along landward edge of bulkhead; 5'of which is existing decking over sand and 12' of untreated mulch At 160 Sailors Needle Road, Mattituck, New York Suffolk County Tax Map # 144-5-26 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 24, 2011 pursuant to which Trustees Wetland Permit #7643 Dated September 21,2011, was issued and Amended on June 20, 2012, and again on December 12, 2012 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal of the 1,817 sr. dwelling, attached garage, enclosed porch, wood platform, driveway, brick walk, septic, system; construction of new two-story dwelling with 1.5 story attached garage and roofed-over porches; new on-grade patio, driveway, walkways, septic system, leaching pools; installation of generator, three air conditioner units, solar panels on dwelling roof; 17' non-turf buffer alon~, landward edge of bulkhead; 5'of which is existing decking over sand and 12' of untreated mulch. The certificate is issued to DEBORAH PENNEY owner of the aforesaid property. Authorized Signature New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631) 444-0365 · Fax: (631) 444-0360, Website: www.dec.ny.~ov November 29, 2010 Re: Penney Property 160 Sailor's Needle Lane, Mattituck SCTM# 1000-144-5-26 Application #1-4738-01715/00003 Dear Ms. Penney: The Department of Environmental Conservation (DEC) is in receipt of your request for a Non-Jurisdiction determination and we are returning the request for the following reasons. DEC made a determination regarding the limits of Tidal Wetlands Act (Article 25) jurisdiction for this property on December 19, 2000, a copy of that letter is enclosed. This office does not make repeated jurisdictional determinations for the same site. The limits of DEC jurisdiction were indicated in our original Non-Jurisdiction letter. Therefore, your recent request is being returned to you. Non-Jurisdiction letters remain valid indefinitely unless substantial changes in site conditions have occurred. In addition, these determinations are issued for the property and therefore it is not necessary to transfer them to new owners. The original letter for this site should be saved for your future reference. Please contact me at 631-444-0363 if you have any further questions. Sincerely, .---~ . Kendall Kleff Environmental Analyst cc: Boyd file FORM NO. 3 NOTICE OF DISAPPROVAL DATE: June 3,2011 TO: Richard Boyd for Deborah Penney 206 N Richmond Ave. Massapequa, NY 11758-3332 Please take notice that your application dated May 19, 2011 For demo & construction of a single family dwelling at Location of property 160 Sailors Needle Rd., Mattituck, NY County Tax Map No. 1000 - Section 144 Block 5 Lot 26 Is returned herewith and disapproved on the following grounds: The proposed construction of a dwelling is not permitted pursuant to Article XXII Section 280-116 which states: "All buildings or structures located on lots upon which a bulkhead, ... and which are adjacent to tidal water bodies other than sounds shall be set back not less than 75 feet from the bulkhead." The site plan indicates construction at approx. 44.35' from the bulkhead. Also, the new dwelling on a non-conforming 12,902 sq. ft. parcel is not permitted pursuant to Article XXIII Section 280-124 which states: "This section is intended to provide minimum standards for granting of a building permit for the principal buildings of lots which are recognized by the town under 280-9, are nonconforming and have not merged pursuant to 280-10." Lots measuring less than 20,000 shall have a minimum front yard setback of 35 feet. The survey indicates a proposed front yard setback of29.15'. Authorized Signature "{~Aeslie BOARD MEMBERS Kanes Weisman, Chairperson James Dinizio, Jr. Gerard P Goehringer George Homing Ken Schneider Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Soathold, NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 · Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 15, 2011 ZBA FILE: 6484 NAME OF APPLICANT: Deborah Penney PROPERTY LOCATION: 160 Sailors Needle Rd.(adj. to Jones Creek) Mattituck, NY CTM 1000-144-5-26 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated June 28, 2011 stating that this application is considered a matter for local determination as them appears to be no significant county-wide or inter-community impact. LWRP: This application has been reviewed under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the Memorandum to the Board of Appeals dated August 1,2011 from the LWRP Coordinator Mark Terry, information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP, provided the following best management practices are followed; a 20 foot wide landscaped buffer landward of the bulkhead and the proposed 10 foot leaching pools be located landward of the new dwelling. PROPERTY FACTS~DESCRIPTION: The Applicant's property is a 12,902 sq. ft. parcel in the R-40 Zone. The northerly lot line measures 112 feet along Sailors Needle Road. The easterly lot line measures 148.23 feet. The southerly lot line measures 95.04 feet of waterfront along a bulkhead on an inlet adjacent to James Creek, and the westerly lot line measures 112 feet. The property is improved with a one story single family dwelling and attached garage, as shown on the site plan survey sheet A-2 drawn by Richard Boyd, Architect, and dated Feb. 18, 2011. Also shown on this site plan are the proposed new construction, and the proposed new septic system. BASIS OF APPLICATION: Request for Variance from Code Article XXII Section 280-116 and 280-124 and the Building Inspector's June 3,2011 Notice of Disapproval based on an a new construction of a single family dwelling at: 1) RELIEF REQUESTED: The applicant requests variance relief fo~eet setba,.g~om the bulkhead, when 75 feet is required by Town Code. The Applicant also requests var~ief forget front yard setback, when 35 feet are required. The Applicant proposes to demolish an existing single family residence, and construct a new dwelling on the property. The existing structure has a 21.25 feet front yard setback, and a 40.73 feet bulkhead setback. Page 2 of 3 - September 15,2011 ZBA File#6484 - Penney ADDITIONAL INFORMATION: The Board, while considering information pertinent to this application, reviewed material supplied through ZBA office research regarding the extent of the existence of nonconforming structures, and the nature of variances granted within this particular neighborhood. The Board also reviewed all written information supplied by the applicant, the applicant's architect and attorney, and the adjacent neighbor to the west of the subject property and his agent, regarding the status of existing neighborhood covenants and restrictions, the preservation of property values, and all the other concerns that were raised during the public heatings as recorded in the hearing transcripts. The Board finds that both written submissions and oral testimony failed to make the case that the subject dwelling, as applied for, would adversely affect the value of the adjacent dwelling to the west or that homeowner's ability to utilize solar energy applications in the future on his dwelling. As acknowledged during the public hearings, the compliance with covenants and restrictions between private parties is a civil matter that is outside the jurisdiction of this Board. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on Aug 4, 2011, and Sept 1, 2011, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, an assessment of the character of the neighborhood, and other evidence, the Zoning Board finds the following facts to be ~ue and relevant and makes the following findings: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variances of will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant's property is in a residential neighborhood containing many nonconforming sized parcels improved with existing dwellings with nonconforming front yard and bulkhead setbacks. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some mbthod, feasible for the applicant to pursue, other than an area variance. However, the applicant proposes to reduce the existing non- conformities and comply more closely to the code. The applicant also demonstrated a good effort to keep the number of variances to a minimum by not requesting any side yard setback variance. 3. Town Law §267-b¢3)(b)(3). The variances granted herein for a 29.15 feet front yard setback is a +20%variance relief from Code required 35 feet, and is substantial. The variance granted herein for a 43.79 feet setback from the bulkhead is a 44% variance relief from Code required 75 feet, and is substantial. However, the applicant proposes a site plan for new construction which increases the existing setbacks from the bulkhead and the front yard area, thereby reducing the existing degree of nonconformity. Additionally, in the context of this area where many of the dwellings are non-conforming the requested variances become less substantial. 4. Town Law l$267-b(3)(b/(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant proposed to increase the front yard setback by +/- 8 ft., and the setback from the bulkhead by +/- 3 ft. with the new construction. The applicant will also install a new septic system landward of the proposed dwelling and install drywells as per code. 5. Town Law §267-b(3)(b/(5). The difficulty has been self-created, in so far as the applicant proposes to demolish the existing non-conforming dwelling and [6nstruct a new dwelling in a non-conforming location. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new single family dwelling and septic system, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 2 of 3 - September 15,2011 ZBA File#6484 - Penney CTM: 1000-144-5-26 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Homing, seconded by Member Weisman (Chairperson), and duly carried, to GRANT~ the variances as applied for, and shown on the site plan and architectural drawings by Richard Boyd, Architect, dated Feb 18, 2011, and labeled Al-A6 Conditions: 1. Applicant will install and maintain a 20 foot wide landscaped buffer landward of the bulkhead as recommended by the LWRP Coordinator in the Memorandum dated Aug. 1,201 t. That the above condition be written into the Building Inspector's Certificate of Occupancy, when issued Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The B~ard reserves the right to substitute a similar destgn that is de minimis m nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson), Goehringer, Horning, Schneider. (Absent was: Member Dinizio) This Resolution was duly adopted (4-0). Approved for filing ? ~ /2011 ~ ~///' BOARD MEMBERS Leslie Kanes Weisman, Chairperson James Dinizio, Jr. Gerard P. Goohringer George Homing Ken Schneider http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 · Fax (631) 765-9064 Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 11971-0959 Office Location_: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 FINDINGS, DELIBERATIONS AND DETERM NATIONi¢,.,,[ MEETING OF b~,P~EMBER 15, 2011 MEETING OF OCTOBER 18~ 2012 AMENDED ZBA FILE: 6484 AMENDED NAME OF APPLICANT: Deborah Penney PROPERTY LOCATION: 160 Sailors Needle Rd.(adj. to Jones Creek) Mattituck, NY CTM 1000-144-5-26 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated June 28, 20ll stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: This application has been reviewed under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the Memorandum to the Board of Appeals dated August 1,2011 from the LWRP Coordinator Mark Terry, information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP, provided the following best management practices are followed; a 20 foot wide landscaped buffer landward of the bulkhead and the proposed 10 foot leaching pools be located landward of the new dwelling. PROPERTY FACTS/DESCRIPTION: The Applicant's property is a 12,902 sq. ft. parcel in the R-40 Zone. The northerly lot line measures 112 feet along Sailors Needle Road. The easterly lot line measures 148.23 feet. The southerly lot line measures 95.04 feet of waterfront along a bulkhead on an inlet adjacent to James Creek, and the westerly lot line measures 112 feet. The property is improved with a one story single family dwelling and attached garage, as shown on the site plan survey sheet A-2 drawn by Richard Boyd, Architect, and dated Feb. 18, 2011. Also shown on this site plan are the proposed new construction, and the proposed new septic system. BASIS OF APPLICATION: Request for Variance from Code Article XXII Section 280-116 and 280-124 and the Building Inspector's June 3,2011 Notice of Disapproval based on an application for building permit for demo and new construction of a single family dwelling at: 1) less than the code required setback of 75 feet from a bulkhead, 2) less than the code required front yard setback of 35 feet. RELIEF REQUESTED: The applicant requests variance relief for a 43.79 feet setback from the bulkhead, when 75 feet is required by Town Code. The Applicant also requests variance relief for a 29.15 feet front yard setback, when 35 feet are required. The Applicant proposes to demolish an existing single family residence, and construct a Page 2 of 4 - October 18, 2012 ZBA File#6484 PenneyAMENDED SCTM: 1000-144-5-26 new dwelling on the property. The existing structure has a 21.25 feet front yard setback, and a 40.73 feet bulkhead setback. AMENDED RELIEF REQUESTED: The Applicant requests relief from a condition imposed by ZBA decision #6484 dated Sept. 15, 2012, requiring a 20 foot non4urf buffer landward of the existing bulkhead on this property, as recommended by the LWRP coordinator. The Applicant has proposed that the required non-turf buffer be reduced to a total often feet which includes 5 feet of sand under the existing wooden walkway that s adjacent to the bulkhead, plus an additional 5 feet of plantings landward from the edge of the wooden walkway, for a total of 10 feet. ADDITIONAL INFORMATION: The Board, while considering information pertinent to this application, reviewed material supplied through ZBA office research regarding the extent of the existence of nonconforming structures, and the nature of variances granted within this particular neighborhood. The Board also reviewed all written information supplied by the applicant, the applicant's architect and attorney, and the adjacent neighbor to the west of the subject property and his agent, regarding the status of existing neighborhood covenants and restrictions, the preservation of property values, and all the other concerns that were raised during the public hearings as recorded in the hearing transcripts. The Board finds that both written submissions and oral testimony failed to make the case that the subject dwelling, as applied for, would adversely affect the value of the adjacent dwelling to the west or that homeowner's ability to utilize solar energy applications in the future on his dwelling. As acknowledged during the public hearings, the compliance with covenants and restrictions between private parties is a civil matter that is outside the jurisdiction of this Board. AMENDED APPLICATION ADDITIONAL INFORMATION: Upon re-opening the hearing to consider the applicant's request for amended relief, the Board reviewed the LWRP recommended best management practices concerning the non-turf buffer, and reviewed other non-turf buffers required by the Board of Town Trustees when granting various permits for construction projects within the adjacent neighborhood. In addition, the Board considered material submitted by the applicant which included photos of adjoining and other neighborhood properties with non-turf buffers and letters in support of the amended request from twelve neighbors. FINDiNGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals originally held two public hearings on this application, on August 4, 2011, and on September 1,2011, before making a decision dated September 15, 2011. The Zoning Board of Appeals also held another hearing on September 6, 2012, upon the Applicant's request to re-open the hearing, at which time written and oral evidence were presented only to consider the condition imposed in the ZBA decision made on September 15,2011 that the Applicant "will install and maintain a 20 feet wide landscaped buffer landward of the bulkhead as recommended by the LWRP Coordinator in the Memorandum dated August 1, 2011." Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law §267-b(3){b)(1). Grant of the variances of will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant's property is in a residential neighborhood containing many nonconforming sized parcels improved with existing dwellings with nonconforming front yard and bulkhead setbacks. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method feasible for the applicant to pursue, other than an area variance. However, the applicant proposes to reduce the existing non- conformities and comply more closely with the code. The applicant also demonstrated a good effort to keep the number of variances to a minimum by not requesting any side yard setback variance. 3. Town Law §267-b(3)(b}(3). The variances granted herein for a 29.15 feet front yard setback is a +20%variance relief from Code required 35 feet, and is substantial. The variance granted herein for a 43.79 feet setback from the Page 3 of 4 October 18, 2012 ZBA File#6484 - Penney AMENDED SCTM: 1000-144-5-26 bulkhead is a 44% variance relief from Code required 75 feet, and is substantial. However, the applicant proposes a site plan for new construction which increases the existing setbacks from the bulkhead and the front yard area, thereby reducing the existing degree of nonconformity. Additionally, in the context of this area where many of the dwellings are non-conforming the requested variances become less substantial. 4. Town Law §267-b{3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant proposed to increase the front yard setback by +/- 8 ft., and the setback from the bulkhead by +/- 3 ft. with the new construction. The applicant will also install a new septic system landward of the proposed dwelling and install drywells as per code. 5. Town Law l~267-b(3}(b)(SL The difficulty has been self-created, in so far as the applicant proposes to demolish the existing non-conforming dwelling and construct a new dwelling in a non-conforming location. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new single family dwelling and septic system, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Homing, seconded by Member Weisman (Chairperson), and duly carried, to GRANT: the variances as applied for, and shown on the site plan and architectural drawings by Richard Boyd, Architect, dated Feb 18, 2011, and labeled Al-A6 Conditions: l. Applicant will install and maintain a 20 foot wide landscaped buffer landward of the bulkhead as recommended by the LWRP Coordinator in the Memorandum dated Aug. 1,2011. AMENDED RESOLUTION OF THE BOARD: The ZBA has determined that the existing 5 feet wide wooden walkway with a sand base underneath, that is landward of and adjacent to the bulkhead could be considered to be a part of the 20 feet non-turf buffer zone that was recommended by the LWRP Coordinator as best management practices. In addition, the Board considered the overall character of this long established neighborhood and the relative sizes of other non-turf buffers established within the area. In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Homing, seconded by Weisman (Chairperson), and duly carded, to GRANT~ the following ALTERNATIVE AMENDED RELIEF to condition # 1 above. Amended Condition: The Applicant shall provide a minimum of 12 feet of non-turf buffer landward of the inner most edge of the wooden walkway, for the entire length of the walkway on the applicant's property, in addition to the 5 feet of sand underneath the wooden walkway, for a total non-turf buffer of 17 feet. That the above condition be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Depal~ment of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or Page 4 of 4 - October 18, 2012 ZBA File#6484 PenneyAMENDED SCTM: 1000-144-5-26 condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the r~ght to substitute a similar design that is de minimts in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson), Dinizio, Schneider, Horning. Absent was: Member Goehringer. This Resolution was duly adopted (4-0). Leslie Kanes Weisman, Chairperson Approved for filing /~/9-2- /2012 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 119714)959 Telephone (631) 765-1802 BUll.HING DEPARTMENT TOWN OF $OUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: ~,ddress: *Name: *Address: *Cross Street: A'~--/ .2~- 7cD ~&v/~t-'..~ 4~ *Phone No.: /~/. ~ ~ ~_ .~ ~ Permit No.: Tax Map District: JOBSITE INFORMATION: (*Indicates required information) 1000 Section: /~ Block: ~ *BRIEF DESCRIPTION OF WORK (Please Pdnt Clearly) Lot: (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: NO Rough ,n Temp Information (If. needed] *Service Size: ~ 3Phase (~ 150 ~w Servi~. Re-connect Additional Information: 2OO Underground Number of Meters 300 350 400 Other Change of Service 0.~ea~ PAYMENT DUE WITH APPLICATION 82.Request for Inspection Form 54375 ~ Road P.O. Box 1179 Somh~ NY' 11971d~J$9 Telephone (631) 763-1802 (631) 7 5 BUn ~ING DEPARTMENT TOWN OF 8OUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: Address: Phone No.: Date: :c/z 7'//7_' JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax-Map District: ~000 Section: / ~ ~ Block: .~' Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: *Do. you need a Temp Certificate: Temp Information (If. needed} *Service Size: ~ 3Phase 100 ~: Re-connect~nderg~ Additional Information: 82-Request for Inspection Form 150 200 (~ 350 400 Other Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION 18/16/2011 19:28 16312983296 PEHNEY ZALUSKI PAGE 01 t75 £. Old Country Road Hicksville. NY 11801 October 11,2011 Deborah Penney PO Box 470 Mettituck, NY 11952 RE: LIPA ReNt T101279t6t - Electric Tt01288376 - Gas 180 Sailor's Needle Road, MeWtuck Dear Ms. Penney: This letter is to advise you that the E~ECTRIC service and the National Grid gas ' sewice to the above referenced premises has been removed. In accordance with the New York State Genera; Business Law Chapter 818, Industrial Code Rule 531 please inform the demolition contractor to notify the Utility One Call Center at 1-800-272-4480, 2 to 10 days prior to starting work. If you have any questions regarding the electric service, please call our Customer Order Fulfillment office at 631-548-7042. Very truly yours, Anthony Customer Order Fulfillment AS/am Richard Boyd - Architect 206 Richmond Avenue Massapequa, NY 11758 (516) 797-5080 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 Southold, NY 11971 14 June 2012 Address: S/B/L Owner: 160 Sailor's Needle Road, Mattituck, NY 11952 Section: 144 Block: 5 Lots: 26 Deborah Penney To Whom it May Concern: I have reviewed the beam conditions at the north and south sides of the main balcony area, and (2) 11 7/8" LVL beams at the edge of the opening are sufficient for the loads applied. If there are any questions please do not hesitate to call. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD November 26, 2012 Deborah Penney PO Box 470 Mattituck, NY 11952 Re: 160 Sailors Needle Rd TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: **Note: ~j~it certification from an architect or engineer for the high impbct w~lows __ Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of $50.00 c//~a~ Health Department Approval. ~/" Piers Solder Certificate. (All permits involving plumbing after 4/1184) ~' TruStees Certificate of Compliance (Tow~ Trustees # 765 1892) __ Final Planning Board Approval. (Planning # 765-1938) __ Final Fire Inspection from Fire Marshall. __ Final Landmark Preservation approval. __ Final inspection by Building Dept. BUILDING PERMIT: 36776 - New Dwelling 84.~0~ SAILOr'S NEEDLE ~OAD ~.001 ~T~. ~*~EFTI¢ TO I~ 2~.00' YACHT BASIN NOTE,, EROSION CONTROL WILL BE F"ROVII2ED BY HAYBALES AND SILT SE.,REENIN® AROI.,IND THE AREA OF 0ONSTRI.,IGTION. STORP1 I,',IATER TO BE HAINTAINED ON SITE, ONE 5TORY AREA THO ~TOEY AREA ZONE: RESIDENTIAL LOT AREA: LOT 6O~RAc~E ALLOKN%E: LOT 60VERA6E EXISTIN6~ ~ I--/ 12,~02.54 SF 2,..580.51 6F 20.00 I~1'/.~ 5F 14.04 5AILOI L6 ==,.~,~+ N 79°05'00" E ,.35.00' f 24LII 2,.3:00 5 7~°05'00'' 0 I0'-I O" L -~NCLOSED / MAP OF PP-,OPEP~TY MA TTITUCK TOWN Off 50UTHOLD 5UPFOLK COUNTY, N. Y. ~.err~ ~rm r~. ~,~ ro~ LOT NUMB, ER..,5: c.u,w~J~ ~ cz~'nnc.~ttc~ ~,~ .o'r LOT No. ~ ~u~'~" o~.~. "MAP OF 5ALT LAr,~ VILLAGE* 5UP-.Vb-'t~P: 5EPT£MBER 20, 2010 GUARANTEED TO :- ISLAND WI:DE LAND SURVEYORS 15~:)I?.~IONAL LAND ~ CITY DI3T: I51~CTION; /-24 lB, LOCK; 5 ITAXLOT; 2~ I 5UP-,VEY NO. 10-10155~ J TITIP NO. FO ,.GAILOF, LG ~,=~.~ + N 7~°05'00'' E + ~=~.~ 35.00' ~'-- HE. f ILg'±~- 23400' 78005'00'' .~b~ssPoou ENCLOSED WOOD 12902.544 5~. Feet O. 29~2 Acrea HOOD 80°53'10" W Y4'cN'~ BULr~4D L.C~T' ~o. I0 MAP OF PROPERTY MA TI'/TUCK TOWN Of= .~OUTt-IOLD 5UI=?OLK COUNTY, N. Y. ~U~.VIZYED: .~EI~FfiMBE,'~ 20, 2010 F~z~ z.~.~£ ,s;~:~F_.p:_ q-u~,= t4, GUARANTEFD TO ~- LOT NUMDER.~: LOT No. 9 "MAP OF 5,AL T LAKE VILLAGE" ~'SLANb WI:bE L~,Nb 5uRVEYOR~ Al~J~A LbA~HIN~ P~L MOUND TO BE ~A~KFILLEP AND t~ED. SEE L~A~HIN~ POO~ AND 5~l~rlG TAl~ Dt~TAIL5 FOI~ FINIE~HI~ EL~¥ATION5 ELb'V AOANDClED. '¢~RIFY L~;ATION IN FIELD ~ t~ EXPANSION F~OL9 15DUED REVISED 16 5EPTEMDER 2OII - 5CDH5 q NOVEMBER 2OII - SC. DH5 ELEVS. / BORIN¢ LAYOUT PIPE SEE DETAIL5 I~O ~ALLON 5F-.~TIG TANK 50~ FU'I1JR~ E.~;~ANSION P~L5 - F. FL. EL,: 12.q4 THO GAR 1025' FL. EL: 10.5 ELD,"= ELD/'r¢=~.~e' N 10° 55' 00" H ELEV ! ELrV= ELEV: OLD &ALT ROAD Z PLOT PLAN ALL ADJ~ENT PA~L5 NITHIN 150 FEET ARE I~V~ 5mEttLE EAHILY R~SIDE~ES. N~ 5{.IP~LY HELl5 HI'THIN 130 FEET. ALL PUBLIC ~NATt~ C,~NNE(.,TION~. I": DO'-O" PLOT PLAN DY t;~.IGHA~E:~ DO'CD, F~A 20& N. RIGHMONP AVE., MADDAPE~2UA, Nh' 11-~5~ (516) "J'q"7-DODO 5IT~ INFORMATION ODTAINBD F~OM ~VEY PREPAreD BY ISLAND ~IOE LAND ~VEYOR5 - LAND SUrVEYOrS - 20 5EFT. 2010 LOT A~EA : 12,qO5 ~UA~ FEET (0.2q61 AG~ES) ~T~NNF:'f' ~..T~ I ~>~NC, t~ I~0 SAILOR'5 NEEDLE ROAD TITLE NE~ HOME GON&T~UGTION RICHARD DOY~ - Architoc~ 206 RI(.,HMOND AVE NORTH MA55APE~UA, NY ir"15~ (5 I¢~,,~ ~i"1-5o,Do DRAHIN~ # ~..~, SC, ALE: A5 NOTt~P A ,.11, I I OF 5 GENTE~ IIEAC, HINm~ POOL TEST HOLE I~ATA PARALLEL INSTALLATION o P~ATER LINE-5 E~I.L BE LAID A HINIMUH OF TEN FEET HORIZONTALLY FR~H ANY ~;~.~ER LINE. P~NEN LOCAL COflDITION~, PR~"V[NT A I-JO~ZONTAL ~PA~TION OF TEN TEST HOLE BY: ~,LAC. K:E TEGT tDORING, lNG. P.O. BOX 64 KIN~'~ PAR~, NY 11154 DA~: 21 5E~HBER, 2010 ~E EL~ I0.1~' ~AN~Y TOP~OI L 0.5' ~A~ TO FI~ ~A~I~ ~ T0 ~A~ TO ~ T0 Fl~ 5.O' CO~ TO FI~ A~ LI~T B~ ~, ~ ~L TO ~1~ TO FINE A~ LI~T T~ ~DI~ TO FI~ 12.0' LIGHT ~MN ~C~lO~ ~LL TO I~.0' ALL ~l,~f~ lli~-~ ~-IALL BE 5TR, AI~T. ~ ~TI~ ~ ~ A~ ~1~ OF THE 5~E ~TE~I~. THE ~LI~ ~L ~ FIRST FL. EL, 12.ct4' ,SR EL-';',O') .... CELLARL SEPTIC, OEPTH SCHEMATIC SEPTIC, TANK EL 11.5' EL I1.'15' ~ EL. 0') (C~,IRADE EL. I/4'/FT P ~ I I , I L LI FF-~TM [I~_IN~ -- E_L 5.11' _ _ EL 5.~11 HI~4 TI~'E = 10.11',1 TITLE NEI4 HOME CONSTt~UCTION RICHARD DOYD - Archif, ec~. ~E~I~NEf~ - PLANNE~ - HOME IN~PECTORLS 20F5 DP. ANN BY: ~ I I-'~& I~O SAILOf~'~ NEEI2LE RDAI~ NIATTI"rdGK, NEI, N YORK-, IIqD2 _~.FF. A6HI~ POOk~* ~ I~E 5TAJL~JkIZEP 'PUIR~ TO I.GG~¢- COPF~. OINNER. AF'~I~OVED I~,J~INFOI~2.~.EE) PI~ECAST GON~F~E'r~ ~/AB MIN. (~" THIC, K. ~NLET ~TER LINE GNIMNE¥ ~CE55 OPI=NI N~ MAINT~G~ ~ OyTLBT ~4' ~IN. · CLA~ 2400 PITOHE~ I/¢" ~ P~T ¢" NIN, ~LO~ INLET I~E~T. ONL~ ONE ~TLET PIPE EXTEl5 TO L~HI~ TYPICAL RECTANGULAR 1000 GALLON SEPTIC TANK WITH SLAB 5GALE, NOT TO ~CALE I. A MINIF~JM OF 4" ~. AN APP~D ~IN~O~ P~GA~t GO~TE ~ll THI~ ~AB TOP IN L~N A~A~. 4. ~P t~ H~T 5. liqUiD DEPTH H~t ~ 4 FEEt. ~. FLO~ BAFFLE O~ LEAC, HIN~ 5EC~TION-LEAC-HIN~' POOL 15 TO BE C. ONSTf~UGT~D OF PRECAST ~-EINFDRC. ED CONCRETE LEACHINE, STRUCTURE, 5~LID 5LABS. ~" REINFOR6E[:> Tt~AFFIC. BEARIN~ 5LAB ALLOW I' MIN, FINAL AD,JUST'MENT INLET 4" MIN. [:;'IA. APPROVED PIPE PITCHED I/~" PER I'-0". INA~'r~L INE FF~2M ~EPTIG TANK TO ENTER MID$~LE RIN~ A~ HI6H AS ~>" MINIMUM P~N~Tf~kTION INTO A VII~IN GTI~ATA OF: GANO AND ~.RAVEL F INIEVHED ~,ADE HI~.H BACKFILL tNITH ~LEAN MATERIAL I'°0'' ~L -- ~A~IN FO~ TYPICAL LEACHING POOL SECTION FOR HIGH GROUNDWATER CONDITIONS SCALE: NOT TO SCALE 5EPTIG TANK NOTE~ AII HATEI~IAL5 5HALL BE IDENTIPIEI~ A5 TO MANUPACTUt~=~ AND HAV~ TH~ IDENTIFICATION VISIBLE AT THE TIHE Of= INSPECTION. 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Y. ,~UP..VEYED: 5EPTEM~ER 20, 2010 Z=OUNDATION LOCATION:- ?EI~RUAf~Y 2, 2012 GUARANTEFD TO :- LOT N U M DEP-.,5: LOT No. ,9 "MAP Of= 3ALT LAKE ISLAND W3:DE LAND SURVEYORS ?I~.O~'E~51ONAL LAND * CI]~ SURVEYOR5 199 LAFAYETTE DPJVE, SYO35ET. N,Y, 11791 ISPCTION: 144 I~bOCr,: 5 I TAX LOT: Z~; I 'NOTE:- 5,EPTIC INF~P, MATION AND LOCATION AD fei( OThiEP,5 ~ 10-1015,9 5AILOF,' NEEOL LOT No. ~ EOUND DRY W~LL LOT AP-~A = 12,,902.5441 SQ. FT. OR O. 2,9~2 ACte, E(5) POOL 5TAI~ 5E'r 5 7,9°05'00" W 23.00' WOOD BULKH~D ¢ D~K ~ ~0~ 0" W 04" MAP OF PP-.OPEP-.TY MA TTITUCK TOWN OF 50UTHOLD SUFFOLK COUNT~, N. K TO ~,~^~o, or 5U~V~ED: 5EPTEMBER 20, 2010 PINAL SURVEY:.'- JULY.E,, 2012 . SEPTIC SYSTEM AMENDED:- SEPTEMBER 14, 2012 GUAEANTEED TO =- ?055E5510N AND/OR C SURVEY [:OR C of 0 PURPOSE..5 ONLY i' '"' LOT NUMBEP-~: MAt=' OF 5ALT LAK~ VILLAGE .J NOV 2 6 E~nT LOT No. I0 ISLAND WIDE LAND 5URVEYOR~ TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork, net/Southold/ Exsmi,~:d t~0'-- ag"~, 20_ ~1 Approved [ 0 ~' 0%'7 ,20 17 Expiration q:- '7,20 [B PERMIT NO. '-~ 6 7 7/c 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 Contact: Mail to: ~4~g~o.~C'g~, Phone: (S~'{ ~), '7 ~'~ ~:5~O $r~ Building Inspector Name of owner of premises '~7'~ o~r--'~cl~ "~L,'M t4 L~ (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. N Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which pro. posed work will be done: House Number Street County Tax Map No. 1000 Section Subdivision (Name) COIvlPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUI/I.I~D AND CONDITIONS OF ~/. SOUTHOLD TOWN ZBA SOUTHOLD TOWN PLANNING BOARD -- ~ _ SOUTHOLD TOWN TRUSTEES . N.Y,S. DEC Hamlet Block ~" Lot Filed Map No., ~ Lot A;~ FF, OVEO AS '";,'E'/0-'27''11 8 P # r f~,: [3UILD[NG DEPARTMENT AT ' 'J¢2 S AM TO 4 PM FOR THE i, ¢~ )W!N(; !NC;PE,CTIONS; [ r~',";l';Of~ TWO REQUIRED f .: !;OURED CONCRETE 2 ~9:JGm- FRAMING, PLUMBING, STRAPPING ELECTRICAL & CAULKING 3 iNSULATION 4 FINAL - CONSTRUCTION & ELECTRICAL MUST BE COMPLETE FOR CO ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ,SAILOt~',S ?..0b° ~-=~.~+ N 7~°05'00'' E 35.00' :.5 70' 'ad -- 22'-2~, · ~, ,BUILDING PERMIT EXAMINER CHECKLIST Applicant: Ar ch itec t/~nghl~,~.. ~c~ ~,_ ' ~ ~ Estimated Cost: ~__ / _~ Zone: ~ eR Conformiag?~ Property Address: / 60 ~~~ ~ City: ~~ Pre COs? Building Permits (Open/Expired): BP__~Z / C/0 Z- , Info: BP __-Z / C/0 Z- , Info: BP__ -Z / C/0 Z- , Info: BP __ -Z / C/0 Z- , Info: BP __-Z / C/0 Z- , Info: Single & Separate Search Required? Y or N Determination: REQ. Lot Size: ACT. Lot Size',,,~-9~7-f ]~-;~t~,_Y~ REQ. Lot Cov. ~o'70 ACT: Lot Cov. REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. Rear -- Suffolk Cou n_~ ~I-I_ealnth~r ?n~: ~/~-~a'~. p~~ do ~0 Town Sep tic: CJ~,~O~ / ]3VORqtil o, certification required: ¥ or N ReeeiYed~ NYS DEC..'. ..D.~_a[e: Permit #:/-~'7.~ 0/7 SoutholdZBA~orN~Da{e: ~//~/{1 Permit~: ~ -Notes: ~) 8outhold Planning: Y o Date: ~/~/ Permit ~: - Notes: ~own Landmark C of A: Y o~TE: /. {_ ' ,~8 CODE ~ompliane~ (page 2): Y or N Fee Structure: Calculation: Foundation: . i 0 ~LSF First Floor: ~-6 t4~-SF Second Floor: j ~-o~,_~ SF Total: '% ql SF ?5- x + ~fitial Fee: Additionol Fee ( ): SFX$. + Initial Fee: NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Grounll Snow Load: ~0 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe .Frost Depth: 36" Termite: M~H Decay: S-M Design Temp: 11. Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATI°N: HEIGI~IT/FIF,_E AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FPLAMING DESIGN ELEMENTS: Y/N IlEAl}ERS: Y/N WALL sTUDs: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/lq LUI~BER SPECIES AND GRAI)E: Y/N GLRDERS: Y/N ROOF ~ERS: APPROVED AS NOTED WINDOW AND DOOR SCHEDULE: · MISSLE TEST RlgQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: ¥/N XrENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: DATE' B.P. at FEE' , BY NOTIFY BUILDING DEPARTMENT 765-:~802 8 AM TO 4 PM FOR '/HE FOLLOWING iNSPECTIONS: 1. FOUNDATION - TWO REQUIREB FOR POURED CONCRETE 2. ROUGH- FRAMING. PLUMBff~G, STRAF'~*NG. ELECTRICAL & CAULKING 3 INSULATION 4. F~,NAL- CONSTRUCTION & E PLUMBING PJSER DIAGRAM: Y/N ALLCONSil:,,UCTIO*I DtAtl, l~ZliT IH~ LOCATION OF FIY~E PROTECTION EQU2MENT: Y/N RE0u~Ri M~NTS OF THE CODES 0g ~ YOR~ STATE /~T RESPOt~Td~LE ~ TRUSS DESIGN: Y~ ~~T~T~0R$. CERT~ICATION: Y~ 0CT-18-8011 09:~4A FROM:MAIO BUILDING CORP 631 619 6388 TO:T659S08 P.8 New York State Insurance Fund P/or, ers' Compe~vatlo n & Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR, 3RD FLR, MELVILLE, NEW YORK 11747-3129 Phor, e: (631} 756,.4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE %AAAAA 104629997 MAID BUILDING CORP 1821 POND ROAD RONKONKOMA NY 11779 POLICYHOLDER MAID BUILDING CORP 1821 POND ROAD RONKONKOMA NY 11779 POLICY NUMBER CERTIFICATE NUMBER 11472 390-2 CERTIFICATE HOLDER TOWN OF SOUTHOLD 54375 ROUTE 25 P.O. BOX 1179 $OUTHOLD NY 11971 PE.IOD COVE.EB BY .Is CE.Ti IC^ : O^T; } · 745097 01/31/2011 T001/31120!2 ! !_0!!8!20!~ J THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1472 390-2 UNTIL 01131/2012, 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 01/31/2012 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 SUFF[ClENT COMPLIANCE WITH THIS PROVISION, THE NEW YORK STATE INSURANCE FUND DOES NOTASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. JOHN MAID PRESIDENT OF A ONE PERSON CORPORATION MAID BUILDING CORP THIS CERTIFICATE IS ISSUED AS A MAT-FER 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 OCT. 18. £011 9: 42AM TWIM FORKS IMSURAMCE NO. SB9 P. 2 A~..RD- CERTIFICATE OF LIABILITY INSURANCE THIS C=K~ ~P~A'f~ IS ISSUED AS A ~R OF INFOR~T~N ONLY AND c0N~ NO R~HTS U~N THE CI~RT~FIC~ HOLDER. THIS CER~F~ ~ NOT A~RMA~LY OR NEGA~Y A~ENO, ~TENO OR AL~R THE CO~E A~ORDED BY ~E POLIGI~ BE~. ~1S CE~FI~TB OF INSU~E OO~ NO~ C~STI~TE A CO~CT BE~EN ~E ~U~NG i~U~), AU~ORIZED REP~SE~A~ OR PR~UCE~ AND ~E ~RTIF~ATE I~ORTANT; ff ~ ~ holder is an A~uzTiONAL INSU~, t~ ~li~(ies) m~t ~ an~m~, If SUBRO~ IS WAIVED, 8ubJe~ t0 ~ ~ n~ ~ndlflo~ ~e ~liw, ~in ~licies ~ require afl ~do~me~ A s~m~ ~ ~fs ~ c~ n~ o~r h~ ~ the oe~ hold~ Iff lieu ~ such endo~n~s). Twin F~ I~ran~ ~ency ~311 8unfl~ Hi~y '~* ~' ~ ~1-224-1000 ~~-1800 Islp Terms. ~ 11752 ~ ........ ~.~o~= ~ ~11845 ~su.= ~e~:NGN Insurance Co. 1478~_ Ma~Bul~lngC~ ~a~e~ee~Ut~ca ~u:ua~ ~ns. CO. 1~1 ~ P~ .... R~kon~, NY 11779 COVERAGES C'-k~ iI-~¢ATE NUMBER: THIS la TO C,-~?ir~f THAT THE P~LICIF-~ OF INSURANCE LIS'rED BELOW HAVE BEEN Ib~UED TO THE INaUR~ ~ED ABO~ FOR ~E POLICY PENO0 ~NDICA~D. NO~H~AND~G ANY REQUIREMENT, T~M OR COND3~ON OF ANY ~CT OR OTHER O~U~ENT ~'~ R~ECT TO ~ICH THIS ~FICATE ~Y BE I~UED OR ~Y PERTNN, ~E IN$U~CE A~OROED ~ ~E PO~CI~ DE$CRIBED ~REIN 18 ~U~ ~ ALL ~E TE~S, ~CLUSlONS AND ~OmON80~ SUCH P~IGIES. LIMI~ SHO~ ~Y ~ B~EN REDUOED BY P~ID C~IM~. eeN~LUAmm~--/~ ~ ~a~e s 1.~0,0~0 A ~ ~E ~ ~ue MPU4815A Z0/08/Z[ ~/0S/12 Men~e(~,~m~ s 10,000 ~ ~ t E~_~ ~ I,~0,000 ~:t=ffld, iCATE HOLDER CAN~;I ~ 4TTON Town of Southold SHOULD ANY OF THE ABOVE DIal=RIB EO POLI~.IF.~ BE CANCELLED BEFORE 54375 Route 25 Tm EXPIRATION DATE THEREOF, NO'riel.; ~LL BE DEL}VEREO IN P.O. Box 1179 ACCORDANCE WITH THE POUCY PROVI.~ilON8. $outhold. NY 11971 ^umee=u ,u,aesren,'nva ..... ACORD 25 (2009/09) · i'~88.200g AGORD OORPOF~ATION. All fight~ re~ervsd, The AOORD name and logo are registered maitre of AGORD OCT-1B-~0110D:~ FROM:M~IO 8UILOING CORP 6~1 61D 6~8 T0:?~5050~ P.1 STATE OF NEW YOI~ WORXERS' COMPENSATION ]BOARD CER]'u-'ICATE OF iNSURANCE COVERAOE UNDER TRE NYS DISABILITY BENEFITS LAW PART 1~' To be comple~d by Dba~llty Benefits Carr~ or Licensed Insurance Agent oY~a~ Carde~ Ira. l.,~aI Nmae and Add~ of f,,sa~.d (Use ~t~ addrt~ o~ly) MAIO BUILDING CORP 1821 POND RD RONKOM(OMA, NY 11779 2. Name mai Addms of~e Rnd~y Req~dn8 R'oof of town of so,hold ~375 Ro~e 25 ~ ~x 1179 sodOM, ~ 11971 b Telepb~ae Numba' of Inan~l (631) 581-8742 NYS On~'mi~nen~ lmmu~ce Fzq)~y~ ~ ]d, Federal Employer Idfntiflc~iot) Nmnber of I~mtn~d ~ 113-61-9758 NU~C of L, mlmKe Om'kr NEW YORK STATE INSURANCE FUND 3b. ]~li~ Namb~ of en~b' ~led in trax "la": DBL 5597 60 - 5 3c. j'~Jk'y ~,,,..~'ive per. od: 01/31/2011 ~o 01/31/2012 z. ~ A]l o~th~ eu¥1oya's emF~oye~ dyMe uniter d~c New Yodc Disabili~7 B~i~fits IJw State Of New York Wor~rs' ~en~tion ~ard Accord~S ~o hd'~rmsli~e mabmimd by the NYS Wofla~' Cotapeout~u Do.d. 1he sbev4,.~med an~oY~ hat cm]pl#d w~h fig Dh~MI~ lkn~its L~v with rt,~eff to tdl of bls/b~ enpioy~u. ($ilMmre orion's W~kerJ'Compamflo~ Beard Tdepbme Nnmbe~ Tide P~nse N0~: Only insmm~ ~ limed Io write NYS dis~ilib' be. nefi~ itm~m~ W~e~ and l~/S licensed ~mmm~ce efcntt ~ kmmmce em~.u ~e omhosL~d to iaue Fom~ DB-120~I. [nsurunce brokers are NOT ~uthorlzed ~o issue this form. ~.22o.~ (5.de Certificate Number 134538 REScheck Software Version 4.4.1 Compliance Certificate Project Title: Penney Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Nassau County, New York Construction Type: Detached 1 or 2 Family Glazing Area Percentage: 14% Heating Degree Days: 4910 Climate Zone: 4 Construction Site: 160 Sailors Needle Road Mattituck, NY 11952 Owner/Agent: Richard Boyd 206 Richmond Avenue Massapequa, NY 11758 (516) 797-5080 rboyd~optonline.nat Designer/Contractor: Richard Boyd 206 Richmond Avenue Massapequa, NY 11758 (516) 797-5080 Compliance: 2.2% Better Than Code Maximum UA: 629 Your UA: 616 Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Cathedral Ceiling (no attic) Ceiling 3: Cathedral Ceiling (no attic) Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low-E Door 1: Glass Door 2: So~id Wall 2: Wood Frame, 16" o.c. Window 2: Wood Frame:Double Pane with Low-E Flcor 1: Ali-Wood Joiat/Truss:Over Unconditioned Space Floor 2: Ali-Wood JoistjTruss:Over Outside Air 1018 30.0 0.0 36 1221 30.0 0.0 42 140 19.0 0.0 7 3401 13.0 0.0 242 322 0.310 100 112 0.320 36 18 0.400 7 434 19.0 0.0 21 88 0.310 27 1877 19.0 0.0 88 182 19.0 0.0 9 Compliance Statement: The proposed building desig catculatJons submitted with the permit applicatmn. The Construction Code requirements in REScheck Version 4,4.1 and to Checldist. Name - Title ORDER, DATE. 2/14/12 TICKE- #. 866938 - oo PRINTk~D 2/14/12 15:20:12 71 Heartland Blvd. Edgewood, NY 11717 631-667-2555 PAGE.. **ORDER STORE- EDGEWOOD SHOWROOM/PI SALESMAN- Charles Grubman 631-667-8088 FAX 631-667-5144 DELIVERY TYPE--> H CUSTOMER TYPE--> C 580629 CROSS DOUG HORN 124 LINCOLN AVE OAKDALE. NY 11769 SoldTo BILL- 631-926-2548 X Ship To DOUG HORN 124 LINCOLN AVE MA1-FITUCK, NY 11952 CONTACT- 631-926-2548 CUST PO~- Catalog # Description Swings/Loc Unit Price Extended 1390007 CXW3 5WHITES PSC - WHITE WINDOW- IQ Unit, White/C] Impact Resist a/o Height 41. R/O Width 36.r- Unit CXW135 CXW3 5WHITES PS C - WHITE 1390060 CWE35WHITES PSC-WHITE #: 241328 is is Custom Merci UNIT, W~ITE HP IR CXW135L PSC ANDERSEN CASEMENT SCREEN WHITE ANDERSEN HARDWARE PACK CSI4NT WHITE CLASSIC CUSTOM ANDERSEN UNIT CXW135 ear Pine, R Handing, High Perfo~ ant Glass 37500 0000 AiV-DERSEN CASEMENT SCREEN WHITE ANDERSEN HARDWARE PACK csb~rr WHITE CLASSIC UNIT, WHITE HP IR 20IN LPS CW135L PSC ANDERSEN CASEMENT SCREENWHITE EGRESS ANDERSEN HARDWARE PACK CSblNT WHITE CLASSIC (Continued on Next Page) landise ' mance 567.84 20.67 4.68 567.84 ¢-E4 20.67 4.68 497.64 18.49 4.68 1703.5~ 62. OJ 14.0~. 1135.6~ 41.3~ 9.3( 497.6~ 18. 4~ 4.6~ ORDER DATE- 2/14/12 TICKET #. 866938 - oo 71 Heartland Blvd. Edgewood, NY 11717 631-667-2555 PAGE.. 2 Catalog # Description Swings/Loc Unit Price : Extended 1390096 CWE35WHITES PSC-WHITE WINDOW-IQ Unit, White~C2 Glass R/O Height 41. R/O Width 48.5 Unit P4035 1390066 CW4WHITES PSC-WHITE 1390103 CW4WHITES PSC-WHITE 1513014 WINDOW-IQ Unit, Whi~e/C~ Impact Resist R/O Height 24. UNIT, WHITE HP IR 20IN LPS CW135R PSC ANDERSEN CASEMENT SCREEN WHITE EGRESS ANDERSEN HARDWARE PACK CSMIgT WHITE CLASSIC CUSTOM ANDERSEN UNIT P4035 ear Pine, High Performance Low-~ 37500 0000 UNIT, WHITE HP IR 20IN CWI4L PSC ANDERSEN CASEMENT SCREEN WHITE ANDERSEN HARDWARE PACK CSM. NT WHITE CLASSIC UNIT, WHITE HP IR 20IN CW14R PSC ANDERSEN CASEMENT SCREEN WHITE ANDERSEN HARDWARE PACK CSJ~T ~ITE CLASSIC UNIT, WHITE HP IR P4040 P CUSTOM ANDERSENUNIT C12 ear Pine, R Handing, High Perfo~ ant Glass 62500 (Continued on Next Page) ~4 Impact 497.64 18.49 4.68 629.46 Resistant 563.94 20.59 4.68 563.94 20.59 4.68 734.76 346.32 -E4 497.64 I8.45 4.6~ 629.4 ~ 563.94 20.55 4.6~ 2255.7~ 82.3~ 18.7~ 734.7~ 346.3& #: 241328 is is Custom Mercl)andise Edgewood, NY 11717 Catalog # Description Swings/Loc Unit Price Extended R/O Width 24.~ Unit C12 C2WHITES PSC- WHITE WINDOW- IQ Unit, White/C] Low-E4 Impact a/O He.i he 24. R/O Width 48.~. Unit C22 C2WHITES PS C - WHITE WINDOW- Z Q Unit, White/C] Impact Resist R/O Height 28. R/O Width 48.5 Unit AW41 AW4WHITE$ PSA - WHITE 2565236 2560521 2500 ANDERSEN CASEMENT SCREEN WHITE ANDERSEN HARDWARE PACK CSl4NT WHITE CLASSIC CUSTOM ANDERSEN UNIT C22 ear Pine, LR Handing, Resistant Glass 62500 0000 (Ail Sash ANDERSEN CASEMENT SCREEN WHITE ANDERSEN HARDWARE PACK CSI4NT WHITE CLASSIC CUSTOM ANDERSENUNIT AW41 ear Pine, V Handing, High Perfo. ant Glass 87500 0000 ANDERSEN AWNING SCREEN WHITE ANDERSEN HARDWARE PACK AWNING WHITE CLASSIC FRAME, WHITE IR W/INTLK W/S & SCREWS FWG6068R FWG PANEL, WHITE HP TEMP IR FWG3068 STAT FWG (Continued on Next Page) High Pe' mance Lol 12.40 4.68 659.10 -formance 12.40 4.68 610.74 ,-E4 20.83 6.24 489.06 776.88 12.40 4.68 1318.20 49.60 18.72 610.74 20.83 6.24 978.12 1553.76 #: 241328 is is Custom Merc andise t:dgewoo~l, NY 1 ] ~] ! Qty Catalog # Description Swings/Loc Unit Pdce Extended 2* 2560522 PANEL, WHITE HP TEMP IR 776.88 1553.76 FWG3068 OPER FWG 2 PD3068WS ANDERSEN UNIVERSAL INSECT SCR 106.70 213.46 WHT FOR FWG60/12068 FW~60/9068 2 H2PNLW A/W PS/FWG 2 PANEL WHITE TRIM 41.34 82.6~ ~ET METRO SERIES i* AFDI~16W ANDERSEN F/W GLIDING PATIO DR 619.32 619.3~ FRAME ONLY WHITE 2 AFDSS4WH ANDERSEN I~/W GLIDER STAT PANEL 524.16 1048.3~ HIGH PERFORMANCE WHITE 2 AFDOS4WH ANDERSEN F/W GLIDER OPER PANEL 524.16 1048.3~ ~IGH PERFORMANCE WHITE 1 ~¢DOPA4PNLW ANDERSEN F/W DOOR ASTRICAL FOR 90.48 90.4~ 6 ' 8 OPER PANEL WHITE 1 FWDSA4PNLW ~DERSEN F/W DOOR ASTRICAL 52.26 52.26 ~ PANEL SCREEN WHITE 2 PD4068WS ~NDERSEN UNIVERSAL INSECT SCR 122.22 244.44 WHITE FOR FWG8068/16068 1 H4PNLW A/W PS/FWG 4 PANEL WHITE TRIM 77.22 77.22 SET METRO SERIES 2'i WINDOW-IQ CUSTOM ANDERSEN UNIT 373.62 747.24 AN251 Unit, White~Clear Pine, V Handing, High Performance Lo,~-E4 Impact Resis! ant Glass Location 2ND J'LOOR R/O Height 21.00000 R/O Width 28. 7500 Unit AN251 2 AN25WHITES ANDERSEN AWNING SCREEN WHITE 13.34 26.68 (Continued on Next Page) IQ Qu~te #: 241328 *= This is Custom Mercl~andise ORDER DATE- 2/14/12 TICKET #. 866938 - oo 71 Heartland Blvd. Edgewood, NY 11717 631-667-2555 PAGE... 5 Qty Catalog # Description Swirtgs/Loc Unit Price Extended 2 PSA-WHITE ANDERSEN HARDWARE PACK AWNING 6.24 12.48 WHITE CLASSIC 2* 1513410 UNIT, WHITE HP IR 422.76 845.52 AN31 V PSA 2 AN3WHITES ANDERSEN AWNING SCREEN WHITE 15.37 30.74 2 PSA-WHITE ~NDERSEN HAP~DWARE PACK AWNING 6.24 12.48 WHITE CLASSIC 1' WINDOW-IQ CUSTOM ANDERSEN UNIT 642.72 642.72 ~X 41 Unit, White/C] ear Pine, V Handing, High Performance Lo~-E4 Impact Resisl.ant Gla~s R/O Height 32. 00000 R/O Width 48. '0000 Unit AX41 1 *i AX4WHITES ANDERSEN AWNING SCREEN WHITE 21.61 21.61 1 PSA-WHITE ANDERSEN HARDWARE PACK AWNING 6.24 6.24 WHITE CLASSIC 5* 1390009 UNIT, WHITE HP IR 679.38 3396.90 CXW14 5L PSC 5 CXW45WHITES ANDERSEN CASEMENT SCREEN WHITE 24.10 120.50 5 PSC-WHITE ANDERSEN HARDWARE PACK CSMNT 4.68 23.40 WHITE CLASSIC 5* 1390010 UNIT, WNITE HP IR 679.38 3396.90 CXW1451{ PSC 5 CXW45WHITES ANDERSEN CASE~IENT SCREEN WHITE 24.10 120.50 5 PSC- WHITE ANDERSEN HARDWARE PACK CS~Fr 4.68 23.40 WHITE CLASSIC 3* 1513015 UNIT, WHITE HP IR 804.96 2414.88 P4045/4540 P (Continued on Next Page) IQ Qu)te #: 241328 *= This is Custom Merc andise ORDER DATE- 2/14/12 6 TICKET 866938 - oo 71 Heartland Blvd. Edgewood, NY 11717 631-667-2555 PAGE.. Qty Catalog # Description Swings/Loc Unit Pdce Extended 1' WINDOW-IQ CUSTOM ANDERSEN UNIT 402.48 402. 4~ CR135 Unit, White/C] ear Pine, L Handing, High Perfo;~ance LO'~-E4 Impact Resist:ant Glass R/O Height 41.37500 R/O Width 17. 0000 Unit CR135 1 CR35WHITES ~%~DERSEN CASEMENT SCREEN WHITE 15.21 i5.2~ 1 PSC-WHITE ~NDERSEN HARDWARE PACK CS~NT 4.68 4.6~ WHITE CLASSIC 1' WINDOW-IQ CUSTOM ANDERSEN UNIT 402.48 402.4~ CR135 Unit, White/Clear Pine, R Handing, High Perfo~ mance Lo ,-E4 Impact Resistant Glass R/O Height 41. 37500 R/O Width 17.50000 Unit CR135 1 CR35WHITEB ANDERSEN CASEMENT SCREEN WHITE 15.21 15.2i 1 PBC-WHITE ANDERSEN HARDWARE PACK CS~f 4.68 4.6~ WHITE CLASSIC 1' WINDOW-IQ CUSTOM ANDERSEN UNIT 509.34 509.3. CXW i 3 5 Unit, White/Clear Pine, S Handing, High Performance Lo, r-E4 Impact Resist ~nt Glass R/O Height 41 37500 R/O Width 36.~.0000 Unit CXW135 2* WINDOW-IQ CUSTOM ANDERSEN UNIT 382.20 764.4~ CW125 Unit, White/C~ear Pine, R Handing, High Perfolmance Lol,-E4 Impact Resistant Glass R/O Height 28. 87500 R/O Width 28. ~ 7500 Unit CW125 (Continued on Next Page) IQ Qu~te #: 241328 *= This is Custom Mercl~andise ORDER D~ATE- 2/14/12 TICKET ~. 866938 - oo PAGE.. 7 71 Heartland Blvd. 631-667-2555 Qty Catalog # Description Swings/Loc Unit Price Extended 2 CW25WHITES ANDERSEN CASEMENT SCREEN WHITE 14.90 29.8¢ 2 PSC-WHITE ANDERSEN HARDWARE PACK CSI4I~T 4.68 9.3{ WHITE CLASSIC 1 * WINDOW- IQ CUSTOM ANDERSEN UNIT 382.20 382.2 ~ CW125 Unit, White/C]!ear Pine, L Handing, High Perfo;~nance Loc-E4 Impact Resis~ ant Glass R/O Height 28. ~7500 R/O Width 28. 7500 Unit CW125 1 CW25WHITES ~NDERSEN CASEMENT SCREEN WHITE 14.90 14.9~ 1 PSC-WHITE ANDERSEN HARDWARE PACK CSI4NT 4.68 4.6~ WHITE CLASSIC 1' 1390151 UNIT, WHITE HP IR 20IN 1084.20 1084.2~ CW24LR PSC 2 CW4WHITES ANDERSEN CASEMENT SCREEN WHITE 20.59 41.1~ 2 PSC-WHITE ANDERSEN HARDWARE PACK CSI4NT 4.68 9.3~ WHITE CLASSIC 2* WINDOW-IQ CUSTOM ANDERSEN UNIT 814.32 1628.6. C23 Unit, White/C~ear Pine, LR Handing, (Ail Sash High Pe~'formance Low-E4 Impac~ Resistant Glass R/O Height 36.50000 R/O Width 48. ~- 0000 Unit C23 4 C3WHITES ANDERSEN CASEMENT SCREEN WHITE 15.83 63.3. 4 PSC-WHITE ANDERSEN HARDWARE PACK CSl4~TT 4.68 18.7. WHITE CLASSIC 3 AW251WH ANDERSEN AWNING UNIT WHITE 194.22 582.6, HIGH PERFORMANCE 2'4 7/8"X2'4 7/8" (Continued on Next Page) IQ QuDte #: 241328 · = Th~s is Custom Mercl)andise ORDER DATE- 2/14/12 TICKET #. 866938 . oo 71 Heartland Blvd. Edgewood, NY 11717 631-667-2555 PAGE... 8 Qty Catalog # Description Swings/Loc Unit Price Extended 3 AW25W~ITES ANDERSEN AWNING SCREEN WHITE 15.44 46.32 3 PSA-WHITE ANDERSEN HARDWARE PACK AWNING 6.24 18. 72 W~IITE CLASSIC 1 AW31WH ANDERSEN AWNING UNIT WHITE 231.66 231.66 HIGH PERFORMANCE 3~0 1/2"X2'4 7/8" 1 AW3WHITES ANDERSEN AWNING SCREEN WHITE 17.55 17.55 1 PSA-WHITE ANDERSEN HARDWARE PACK AWNING 6.24 6.24 WHITE CLASSIC 1 AW41WH ANDERSEN AWNING UNIT WHITE 290.94 290.94 HIGH PERFORMANCE 4'0 1/2"X 2'4 7/8" 1 AW4WHITES ANDERSEN AWNING SCREEN WHITE 20.83 20.83 1 PSA-WHITE ANDERSEN HARDWARE PACK AWNING 6.24 6.24 WHITE CLASSIC 2 T3030GV THERMO-LITE QVT 75 SKYLIGHT 362.70 725.40 VENTED PITCHED ROOF IQ Ouute #: 241328 *= This is Custom Mercllandise SALES AMT ........... 37,461.24 SALES TAX ........... 3,239.23 DEL CHARGE .......... 95.00 RESTOCKING/MISC CHG. ORDER TOTAL ......... 40,795.47 DEPOSIT TAKEN... C.O.D. BALANCE. VAN ORDER MIN. 4-6 WEEKS 40,795.47 I HAVE READ AND AGREE TO WINDOWRAMA'S TERMS AND CONDITIONS OF SALE. ORDER IS CORRECT AS SPECIFIED ABOVE. NO EXCHANGES, REFUNDS, OR CANCELLATIONS PERMI1-FED FOR CUSTOM MERCHANDISE. Customer Signature: Print Customer Name: o True Power~ Bectrical Technology · Two Uno LCD Trl-Ilngual Digital Nexus'" Controller · Bectronic Governor · 200 Amp So.Ice Rated Nexus Smart Switch'" with Digital Load Management Technology, NEMA 3R Rated , External Main Circuit Breaker, System Status & Maintenance Interval LED Indicators and GFCI Duplex Outlet ".'.' Sound Attenuated Enclosure · FleyJble Fuel Line Connector . · Composite Mounting Pad · ' Base Fascia · Natural Gas or LP Gas Operation · 3 Year Limited W~rranty · UL2200Usted L - · N :RAC® GUARDIAN® SERIES STANDBY GENERATORS-PREPACKAGED Air-Cooled Gas Engine Generator Sets Standby Power Rating Model 0058'75-1 (Alumir~ur~ - Gray) - 2(} kW 60Hz QUIET TEST.- FEATURES 0 INNOVATIVE gE$1GN & PliOI'OTYPE 3'EEI1NG a~ I~y ~nponan~ ef 0 GENERAC'S uucoesn in "IMPROVINO.POWER BY DE$1$N." [~ut it doenn't slop there. Tolal ~ommllment to uompo~nt teaUng, reliability testing, ~ml~onme,tul lasting, destruction and life b~llng, plm tooting [o appllcable CSA, NEM& ECS& and other stanciude, allows you to ob3ose C. ENERAC POWER SYSTEMS with the aonflden~ that thee systems will provide aupmlor pe~omanc~. O "P~UE POWER" ELECTRICAL TECliNOLOGY: Sup~f~ han!Ol~l and 0 sine wa~ btm produce less tha~ 5~ Total Flatn~l~ Dl~atlofl fa' ~11t7 qu.,~ly powa.'. This allows <~onlldent ~k~mlnn ct ssn~tlw Idm;~e,qlu nqulpma~ and n~m'o-~hlp based appllmo~ such as vatet3ls speed ~. souo.81r,.';£, FREQUENCY COMPENSATED VOLTAGI~ REGULATION. ~lu llsta,ol411a,art power rmxlmlzlng regulstlon ;yetem ls etandam; on all Genuine models, .11 i:m:wtdes epllnll~ci FAST RESPONSE lo ohanginO loud conditions ~d MAXIMUM MOTOR STARTING CAPABILITY by aleotlonim~lly tOtque.n~etahlng Ihe surge leads ID the engi~. An unequalled :~1% volt~e regulation. SINGLE SOUR(SE SEflV,CE RESPONSE Irom Gonerac'$ ox~nsl,~ dealer network pr~des parts and ~eMoe I<~ow-how ]or t~ e~tre unit. lrom the engl~ ~ the ~lleet ele~onle ~m~m. TEST C RiTr:RIA: 0 .. PROTOTYPE TESTED ,,- NEMAM~I-~EVALUATION ,~ SYSTEM TORSIONAL TESTED .:;~?~*OR STRRTIN8 ABILITY GENERAC' GENERA(; TRNNSFER SWlTCHE,~. Lung Ilia and reliability afb synonymous with GENERA(; POWER SYSTEMS, One isa,son for this ¢~nfldon~ Is that the $'ENERAC product fine Includes Its own transfer systems and controls for total system compallbility, GeneraG~ Guardian® Series Standby Generator - 20 kW T~'ansfev Swltoh Features · includes DiStal Load Management tecWlology standa/d (DLM). · Inlellig~nlly manages Iwa air mndlllarw' loads v~th no additional · Up to [our mere large (240V) loads can be i'nanaged when oonJun~lon wtlh DLM modules. · Be~tdoally operated, meoh~cally-he[d m~ta~ls for fast, c{ean ounneotlons. · ~Tad Ia' alJ clas,,ea o( Io'% 100% ~utpment rated, bolh inductive (eaiellve. · Dual soil design. · $e~m Rated · NEMA 3R aluminum outdoor enclosure. · Main Gonfaols are slier plated or oliver alloy Io ~esisl welding ar~ stl~ 200 Am~ 120/240, le H~I~II Widlh HI H2 Wl WZ Depth T~i~e~ ~7.24 30.0 11,4 jla.5 7.00 mm 60~.0762.4288.0 ,343.0leO,O" LEFT SlOE VIEW HO,3J F~ONT VIEW CONST~IJ~TION NOTES THI,~ PHOJEC. T COHt=OH~I.~ TO THE 20'10 HF-,~-,1DEHTIAL- C. ODE O~= THE .~'TATE O~ HEW ¥OHK BLJIL[21N~ OEF~Af~.T~ENT 'NOTES TABLE t~.401.4.1 TAE, LE P.402.2 TAISI,.,E 3,2B FIRE 5TOP ¢O],GEALED .5PAGE5 H[TH H~D FP-J~IED NALL5 AND PARTITION5 AT EACH FLDOR LEVEL AND AT THE CEILIEG LINE OF THE TOP 5TORY. [,'HERE FII~E 5TOP5 ARE NOT AUTO- HATIICALLY pRO,/IPED ~3Y THE p~tlN~ 5YSTEH USED, USE GLDSELY Ft'I3ED ~OCO BLOGK5 ALL HATERIAL5, EGUIPMENTi DD/IDES, ETG. [/TILIZEP IN THE HDRK., 5HN.L I~E UND EP-~IT~R5 LABORATORY (~-) LISTED AND DHALIL B~P, THE IJL A1 I OFq NAILIN~ 5C, HEDULE AND DETAIL5 FOP,, 5TP, APIN~ MD'4BER5 1400D FRAME CONSTRUCTION HANUAL - 2001 EDITION FOLLO.I~ P41ND DEEICN IlO MPH RE~2UIREIvfENT5 DESIEN CALCULATIONS MINIMUM UNIPO~.M I::DIST~IBUTEP D'ESICN LOAPO ININDOIN E¢I~E¢~ ¢OHEI2ULr: (ALL CLEEPIN¢ I~OOM¢) DESI®N NOTES: IlI-q 9/4" ARE I I I o I~~ 0,6. ('~o FEET) CELLAR (2) II 9/5" LVL BM. (FLDCH) (2) Ii 918" LVL EM. (FLLJEN) 'L ...... l L q'-IO [/2" ~I'l i/2" 14'-2 D/4II FOUNDATION PLAN -- - EXI$TIN¢ h*. 'eI - PROPOSED ---' TO BE R~MOVED ~.~r~ ' POLNT LOAD FROM A~OVE I/4"= I'-0" DRAINACF RIN®S: ETORH DRAINAGE 6ALCULATIONO, 2.0 INCH RAINFALL VERTICAL FEET RE~UIREDa 10.24 VERTICAL FEET PROPOSED, (2) I0' PlA. FOOL e 4' DEEP (I) I0' [2lA, POOL ¢ ~' OEEP L lOII 6RAHLSPAOE FOYf~[2 CO~ FOOTIt. E,. STEP PT~, LIP ~0' MAX. I /\ I UNEXOAVATED ~ I~II 0.~. (1~ P~T) FOL~,It2ATI OM V~NT, [DOUBLE JOIST ,I 8" REINFORCED TRAFFIC BEARING SLAB INLET 4" MIN. DIA, APPROVED PIPE - PITCHED 1/8" PER 1'-8", BACKFILL WITH CLEAN DRANULAR MATERIAL 1'-0" ALL AROUND BASIN FOR FULL DEPTH BI' MINIMUM PENETRATION INTO A VIRGIN STRATA OF BAND AND GRAVEL 4-000 PSi CONCRETE LEACHING RING FINISHED GRADE LEACHING SECTION-LEACHING POOL IS TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE LEACHING STRUCTURE. SOLID DOMES AND/OR SLARS. 1' MIN. FOIR FINAL ADJUSTMENTr CLEAN SAND AND GRAVEL TYPICAL LEACHING POOL SECTION-SINGLE POOL SYSTEM SCALE: NOT TO SCALE SAILOR'S NEEDLE ROAD ~ b4.50' 55.00' 25.00' q .o4. YACHT BASIN NOTE: EROSION CONTROL ~ILL DE PROVIDED DY HAYBALE5 ANO 51LT 5CREENIN¢ AROUND THE AREA OF CONSTRUCTION, 5TORN MATER TO BE MAINTAINED ON 51TE, FRONT Y'P. 5ETBA(,K EXET&, 21.25 FEET FP, O~TYP. PROFI:Y~D- BLIP,: 2q,15 FEET FP,~'r Yp, PROP~EEP - RO FOR~, 4~.58 FE~T 5JOE YD. 5ETEA(.,K EXETE.,: 20..1q FEET 51~ YD. CET~K. PROFO,.~D, 11.~5 FEET 51~ YD. Ff~POEED - ~ PO~H: I0.00 FEET 50F YD. SETBACK EXET¢.= 24.q8 FEET 51DE YD. 5E~. PROPPED= Iq,42 FEET 51DE ~. A~EA~ ~TE,: 45,95 FEET 51DE YD. ~SA~ ~= 2q.42 FEET REAR YD, 5E~K [XETS.= 40,9¢ FEET ~R ~. P~POE~P- [~,= 4~,~q PEET ~ YD, ~ -~ ~H= 44,55 FEET BUILD[NC HEICHT EXET¢.: 20.~ F~ET ~ILDI~ HEI¢~ P~ED= 2q.42 FEET ZONE~ ~EEIDENTIAL ~, I-'T LOT A~EA: 12,~02.54 5t= LOT COVB~GE ALLOM,~LE: 2,5~'0,51 GF 20.00 LOT ~RAEE EXISTIN¢: 1~19.~ 5F 14,0~ LOT~D-BL~,= 2~81.51 CF 19.&8 ~T ~ ~B-~,~B, ~.~ 5F 2.11 ~5,00 FOOT HININL~4 IO.OO FOOT HINIHUM I0,00 FOOT HINIHUH 15.00 FOOT HINIM[JM 25.00 FOOT HININB4 ~5.00 FOOT MIN. / '15.00 FOOT MIN. HATERFRONT 55.00 FOOT MIN. / '15.00 FOOT MIN. HATERFRONT 55.00 FOOT NAXIMJH SITE PLAN 5ITC PLAN DY RICHARD ~A"~E~d'T APP. IE ~°li ~ 20,~ N. RIC. HMONP AVE,, HA55AP~UA, NY tl"fS~' (51~) 9q9-50~0 15~ND HIDE LAND 5UR~YOR5 - LAND SURVEYOR5 - 20 SEPT. 2010 BEDDING DETAIL NOT TO SCALE ANCHORING DETAIL NOT TO SCALE Flow I BALES BFIALL BE PLACED AT THE TOE OF A SLOPE OR ON TI'lC CONTOUR AND IN A ROW WITH ENDS TIGHTLY ABUTflNB THE ADJACENT BALES 15SUED F~%/15ED F~.F=~ 1 I~F~ NC, F= MATTITUG~, NE~ ¥O~,K. Iiq52 TITLE I NE~ HOME GO_~ST_~UCTION RICHARD DOYD - ArchiL¢cb DEEI~NERO - FLANNER~ - RESIDENTIAL - COi,'IHE~.C, IAL RICHMOND AVENUE, NORTH MA55APE~2UA, N,Y. IF/SE~ (5115) 9q9-50~0 5GALE. A5 NOTED 12'-1 5/4" I'-I 2" RO 4'-0 1/2" (~) __LVL EN(FL~EE ~ __ OLO$, 5'-8 I/4" RAFTER 11/2" q'-O 1/4" 4'-5 1/4" PORGH (~) Il 1/~" LVL EN (F~H) 250 P.J. (20 FEET) (2) II '~/~" LVL EM (~) It 1/~"' LVL BM / I LIVIN5 RM BREAKFA$~ *" o.~, c2o F~T; fi. ITCHEN DOUBLE JOI~T 6'-I 5/4" I1'-I 5/4" ($) II 1/~" LVL EM (FL~H) l/b" k~ EM FOYER 4" P05T CARDON HONi~IDE DETECTOR~) 2'× 10" ~0F ~TS, FEET) e I~" 0,6 (22 FEET) ~ARA&E ~) ~ e I~' o,c.(l~, FEET) ~ 16" 0,¢, (20 FEET~ (2) II 'W~" LVL BH (FL~ POET (2) i4" LVL 5'-I15/4" 2'-IO I/2" F IP. ST FLO0 -, PLAN - EXIGTIN5 III - PROPOGED y////.2 - EEARIN5 ~kL. ll A,E~N'E _ _ - TO BE REMOVED [] - POINT LOAD [] - POINT LOAD FROM ABOVE 114"= r'-u" O~NER I&O 5AILOI~'5 NDt~L5 ~OAID MATTITU~,F., NEP. t ¥O~K. 11¢152 TITLE I NF:?',I HOME~ OON~T~UQTIO~N RICHARD DO"r"D Architecf. DEEI~NEIR5 - PLANNER5 - f~,EelPENTIAL - COHMERE, IAL St..ALE, AD NOTED 6XN 145 x 4'-5 i/2" x 4-5 I/2" 6XH 145 OXN 145 (2) 2"× 8" HER (2) , (~) LVL HDff (2) ? I/4' LVL (2) 2"× 4" POST (2) 2"x 51TTIN~ m) 2"x 8' HD& (2) 2"x 8" OARBON ,,' 7 (4) II 2"× 4" POS]~ II ?/8" TJI 250 ~ ih" O,C (20 FEET~ BELOH OPEN TO ~"~,o'~oo~Rm~. BELOH I/4' L /2) ~ I/2' LVL F ! 6LO5~ 6" O e., W ~ I/2' ~-I~ BATT I~UL, I0" OVERHAN¢ NITN GONTINUOU5 EOFFIT VENT (TI'P) 125 STU~'f OFFICE 6LO5, e 16/'O.O.~t/(~'' FRO 4'-0 I/2" x ~'-o 1/2" ~'-5 I/4" 4'-5 I/4" I/2" SECONE) FLOO PLAN - EXISTIN~ ~1 ' PROPOSED ~ - BEARIN¢ NALL ABOVE _ _ [] - POINT LOAD [] - POINT LOAP FI~OH A~OVE --- - TO BE REMOVED I/4"=1'-O" T I~O 5AILOIR'5 NEEDLE TITLE t~,IOHA~I:::) DOYP - Archit~cf, PE~ISNBR~ - ~LANNER~ - RESIOENTIAL - CELLAR SECTION I I I I I I r'-- F ...................... J J F F ....... TJ F-- J L ....... J---J 20~ RICHMOND AVENUE, NORTH MADSAPEd~UA, N.Y. IITS~ (5lb) sr.,ALE, AD NOTED ASPHALT SHINE, LES ON [5f¢ EOOF FELT. I0" ME CONT, 5OFFIT VENT TYPICAL 01DINe - ¥2N, YL 5 D Ne ON F~ONT ELE:,X/ATION - No~ ~V^TION RIPCE V~NT ITYP) I~O 5AILO~'¢ NEEDLE ~OAE~ MATTITU~.~, NEVI "¢O~K. 11~52 ~ICHARD DOYD Archit¢c~ OEeISNEE5 - PLANNERO - RESIOENTIA/ - COMMERCIAL 2(28 RICHMOND AVENUE, NORTH MA50APEGUA, NY 11158, (51~,) ~-50~0 ~Yp. RO~F~5 - ~ GONT, ~OFFIT VENT 4'-~," OVERHAk~ N/ GDNT. 50FFIT VENT V ~YL 5 PlND ON I/2 ~-~,0) FOA,H, N,GUL. ON 'TYVEK. APPROXIHA'i~ ~P, ADE ~I®HT SlEPE ELEVATION - EAST ELEVATION I/4"= I'-O" RIDGE VENT (TYP) A~PHALT 5HINDLEG ON 15Ij ROOF FELT. HITH GONTIN~DLJ5 50FFIT VENT ITJ'P.} V NYL 5 P NG ON I/2" (F[-D.O FOAH LEFT SIE~E ELEVATION - ~E~T ~:LEVATION I/4"=1'-0" I,&O DAILOI~'~ NtEEIDLE ~OAID 'r'dATTITLJC.~, NEt, I ¥C~t~K IIq~'~ TITLE J NEhl HO~ CO~N~T~_U_CT_JON I~,ICHAt~,p DO'fiD Archif, oc~ JOIST DETAILS Web StJ~nars Plata nail required e.ch side e /~. Musthevel%'minimum IA2WI joist bearing et mlds. Attach ~ rlmJolstperA3detell. hanger ®e maximum for blocking panels 9 ~" 4'-0" length of both lidos a / ~ lo top mount (light to ~/'/./~/ v~th ten t0d {0.t23" x 3~ Atlaoh BEAM and COLUMN DETAILS BEARING AT COLUMN BEARING FOR DOOR OR WINDOW HEADER Sbap per coda Il top plate MUL11PLE MEMBER CONNECTIONS FOR TOP-LOADED BEAMS (1) 1~"- Wide Pieces: 3~z'" ' Wide Pieces: BEARING AT CONCRETE WALL ~od fram direct COLUMN BASE ELEVA~D COLUMN BABE non.~hdnk grout TJI® JOIST NAILING REQUIREMENTS at BEARING TJI® Joist to Beadng Plate IY~" TlmparSlrand· LSLor iLevot· IY~" dm boaot. One 8d (g.l'3"x 2~") ~ least ~" from end. 1~" Squash Blocks to TJI~ Joist Rim to TJP' Joist BEAM ATrACHMENT at BEARING INSTALLATION TIPS Subfloor adhesive will improve floor I ShlEedG{L ^dditJ;nal joist Plumbing drop joisl Plate nail - 16d 3435" x 3J~') at el nail - 8d (0.t3 J" x 2Y~") ot g" ILevel® Rim Board Specifiers Guide, #TJ-BO00, for e e additionalinstallation specifications and applications. INet for use with 3~ " Tll® Joist flange EXTERIOR DECK AI'rACHMENT Web eflffenens BIWand BEW Tmak]d 2x_ Load beadng or shear wall above INTERMEDIATE BEARING NO LOAD BEARING WALL ABOVE Web stiffeners required Block[no panel Apply subfiser adhesive ~ ill rim board. Nail to blocking panel wltl~ connections equlvaleot Option #t: TJI· Joist block[no wtth end biota installed at y~ Jolot-apan Option ~: 2x_ strapping [natotlad at Y~ Joi~t-~pan locations us[n3 ~ Directly applied ceiling e when specified on the layout, one of the above bracing options Is required TJI aotstSeNea tt0 %"xENs" %"xE~e" (0.113" x 2Y~") (0.t35" x 3Y;~") (0.135" x 3}'~'~ FA~STENING of FLOOR PANELS Silent Floor®joist framing does not require bridging or mid-span blocking FILLER and BACKER BLOCK SIZES End of atcenlerllne ofsuppo~ Use B1 or B2 at Intermediate bearings with load bearing or shear wall from above See ALLOWABLE HOLES Stmotural sheathing / Exterior Deck Attachment Braced end ~111 - ALLOWABLE HOLES - TJI® Joists e Table A - End Sup~ ~r HOUND HOLE SIZE SGUAR~ 'OR RECTANGULAR HOLE SIZE Table B - Intermediate or Cantilever Support ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE ALLOWABLE HOLES - Headers and Beams 1 .$$E TlmberStmnd® LSL Headem and Beams General Notes · Round holee only Other iLevel® Trus Joiste Headers and Beams General Notes WARNING Jotete Ire un,table until braced literally Bracing Includes: ® ® e DO NOT walk on Joists ghat are IJ~ng flaL WARNING MOTES: DO NOT stack building materiels on unsheadwd Jol~gh, Slick only ever bMma or Wells. ROOF ~RAMIN~ WALL FRAh41Ng TAIDLE FLOOR PRAi, dlNg 24 ~,OOF SHEATHINg liIy~" Om I"XE~" 2-~ COMMON 2-10¢ COMMON PEI~ 5LJPPOf~? GEILIN~ 5HEATHIN~ ~ALL 5HEATHIN~ FLO0~ 5HEATHIN¢ TABLE TABLE ~.~U?IT~DPLi',~H?~%%i~l~I~.r~ONC~I~LM~l~AlL5 Om 40D ~OX NAIL~ PER ]2 'TABL~= 5.6A TAI~! F ~,.II ~ALL ~HEAI'HIN~, AND CL,A~IN~ ATTACHMENT PM~I2[JI~E~ENT~ ~Ol~ HINP LOA05 l×,O DP-. L^l~D[lii[ 5HEATHIN~ 12-24 NAILIND SCHEDULE AND DETAIL5 FOP, 5TRAPIN& MEMBER5 Y4OOD FRAME CONSTRUCTION MANUAL - 2OOI EDITION FOLL0~ .NIND DEDI~N I10 HPH REQUIREHENT5 1400P NAILIN¢ RE~2L)IREMENT5 SEE SCHEDULES FOR ALL NAILIN~ REc2UIREivlENTS COiL 5TP-,A¥ NAILIN® P-,EGL)IREi"dENT5 ~/L 5T~L,A,,p'PIN~ TO BE L I/4" X 20 OALJ®E 5TL TYPICAL SECTLON DETAILS DETALL5 TYPICAL LATERAL FRAMINg CONNECTIONS CROSS SECTION ENO VIEW /----% TYPICAL SECTION D~TAIL5 ~ETAILS TYPICAL I, NINP UPLIFT CONNECTIONS JOIDT BRID®IN® AT ~'-O" O.C,. 1,4AXI~UI"T ./ 5HEAR~,IALL SEShdENT DETAIL OFFSET .t,',IALL AND FLOOR DETAIL GEILIN~ AND FLOOR, t~F~k~,IN~ AT END k'IALLS LIB .L P/8 MaX. . LID TOP PLATE TOP PLAT~ TOP PLATE SPLIC, INg DETAIL TYPIC, AL C. ONNEGTION DETAILS D/4 MAX. IN, MtN. AT SECOND FLOOR LEVEL NOTOHIN¢ AND BORED HOLE LI~ITATIOINS FOR AND UPLIFT T"dPIGAL 5EC.-OND FLOOR TO EXIETIN® FI'R, ET ~ FLOOR TIE DO!AIN ivlETHOD J ~ '~ FLOOR JOIST LAPPED OVER BEAlvi DETAIL T'dPICAL k, IALL GONNEGTION5 MAX, OFP. OPI 0/5 MAX. 'O (ACTdAL DEPTH) CUTTiN¢ NOTCHINg AND DRILLINg EXTERIOP-- P,IALL~ AND BEARIN~ ~ALL¢ CONNECTION FOR P41NDO.I,',! AND ODOR OPENLN~ ROOF 5TRAPPIN¢ DETAIL C, EILIN¢ BRAC..IN~ AT ®ABLE END .~ALLS NOTCHIN¢ AND BORED HOLE LIi'41TATIOI~S POR INTERIOR i~IALLD AND NONE~EARINg ~ALL5 HOLD DOP4N DETAIL NOT TO--ALE /,'tlNOO.~ AN[2 POOR OPENIN¢ C, ONNEGTION T'r'PE5 TYPICAL IDEGK. DETAILS TREE PROTECTION DETAIL h ROOP AND ,-'4ALL BHEATHIN¢ SUCTION LOADS ROOf= RIDGE DETAIL 4 [2ESI6N CALC, ULATION5 FOUNDATION PLAN 6ELLAR DNEX~AVA'ED J $AILOR'5 t~EDLE ROAD \ 'r'AGHT BASIN I~ .~ ,~ ' / '%.~,,~ ~!l,/5' ,.~m~.~m'~''~ ~ ~,A~ ~ x r I ~ ~ ~ ~ ,~, ~z ,~'~J -~, ~ '~-,~' ~/ 11I I ~ ~ ~ ~,~ . . , ~ I III , J ~ ......./ ~~l~........~[[ I~.~[AK~{~ ~ITCHEN f ~ff I , l J~ ~L J . ~' ~ ;~Z] iI ' · .......... i __ .............................. FLOOR PLAN FLOOR PLAN ELEVATION REAP-. ELEVATION - ~¢tr. ~.~.'^'n~ RI®HT 51DE ELi=VAT[ON LEFT 51DE ELEVATION- (2) 2"x 8" HDR OFFIOE LVL B4 ¢:U)SHJ ~. __ 7,'/,%1 DNOKE 6L05. 4'-2" (5) II 1/8" LVL BN (FLL,DHJ (20 FEET) (2) II T/~" LML BH (FL~EH) C~) II '7/E~" LVL ~ , I/2"$ STP 5TELL COL. 1/6" LVL BM LI¥1NG 23'-II I/2" BREAKFAE¢ I(," o.o. (:o F,~T/ OOLJBL5 JOIST KITCHEN 3/4" 5'-I0 I/2" 1/4" CI2 ¢ 22 T-I I/4" q'-O 1/4" SMOKE I DETEG, TO~ CARBON (~/II ~/8" (¢) Jl T/8" LVL BM (FLUSH) (2) II 1/¢" LVL BM (FL~EH) (2) Ii 1/~" LVL BM (FLUSH) '1/8" LVL BM (F~DH) CHOKE CARBON 5TORADE ~ IW' O.C, (12 FEET) .... q (4) 2"x 4" POET (2) II T/8" LVL BN (FLUSH) ~ 16" O.O. (16 FEET) # IW o,5, (15 FEET) $18" O.C. (20 FEET) I (2) II '~/~" LVL BM (FLIJSH) (2) 14" LVL BM 2'-I0 112" F li ,ST FLOOI , PLAN - EXIETIN¢ I ' PROPOSED ~ - B~ARIN6 ~ALL A~OVE __ _ [] - POINT LOAP ~ - POINT LOAD F~H ~0~ --- - TO BE REMOVED -k, ELECTRICAL INSPECTION REQUIRED PLUMBING ALL.PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM'CANNOT EXCEED 2/10 OF I% LEAD. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN (;ODE. DO NOT P, ROCEEB WITH FRAMING;UNTIL SURVEY OFFOUNDATION LOCATION' OCCUPANCYOR USEIS UNLAWFUL WITHOUTCERTIFICATE OFOCCUPANCY COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS RE~Qc~tEI] AND CONDITIONS OF '¢ SOUTHOLD %OWN ZBA SOUTHOLD TOWN PLANNING BOARD '~¢'"' "'- BOU'~OLD TO/NN TRUS'I'E£~ __ N.Y.S. D~C APPROVED AS NOTED NOTIFY BUILDING DEPARTMENT AT 76E-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS' 1. FOUNDATION. TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING, PLUMDNG STRAPPING, ELECTRICAL & CAULKW,3 3 INSULATION 4, FINAL ~ CONSTRUCTrON & ELECTR MUST BE COMPLETE FOP C 0 ALL CONSTRUCTION SHAL, ',4FET THF REQUtREMENTS OF THE CODES OF NEW YORK STATE NOT RESPm,' ~BI F FOR DESIGN OR CONSTRUCTION 15SUED REVISED I&O 5AILO~,'5 Nt=EI2LE MATTITU~K;, N~I ¥OR, K, TITLE NE~ HOME C.,ONSTt~.UCTION Archit¢c~ DRA~IN¢ # x 4'-5 I/o" 514" 5'-4 114" x 4'-5 112' 6XH 145 6XH 145 (2) 2"x b" HI2* 5'-] I/2" TUr OPEN TO 3ELO~I (2) 2"x b' HDR (2) 2'x b" HOE rD) q 1/2' LYL I CLO5. II e 16" O.¢, (TYPI6AL) /2" ' DX' PLYNOOD I~ 0,¢, ~ 5 I/'> (R-lB) BAT] INDiJL, IO" OVERHAN¢ NITH C,ONT~NI~U$ ~O~FIT VENT (TYP.) 5TUD¥ I/~' OYPCJJN ED, ON )FFIC~ ' TJI FL. JSTS. 5L05. CELLAR I I I J J F-- F--' [- ..... TJ F--j L ....... · J (2) 1 1/4" L [ H~ADER BATH C,R I~ Cx~ 153 OR I~ 15Ul 1t4" 5'-b 1/2" T-~ 5/4" SECOND FLOOR PLAN I - EXIOTIN¢ I - PROPOSED g/////d - BBARIND ~LL A~ --- - POINT LOAD [] - POINT LOAD FROMf ABOVE - TO DE REMOVED 2'-6 5/4" 1/4"=1'-0" -~ ?--27 T TITLE I NEJ/q HOME C, ON~TRUC, TION RICHAR[2 DOYP Architect NAILIN~ .¢:¢~NEDLILE AND DETAIL5 FOR 5TI~PIN~ MEMOEP,5 HOOD FRAME CONS'I'~L/C.,TION MANUAL - 2001 EDITION FOLLOH MIND DESIGN IlO MPH REQUIREMENTS MINIMUM UNIFORM PlSTt~.It~UTED I:;'t~51~N LOAO5 I,"41NDOIN E~I~E55 5~HE[2ULE (ALL 5LEEPIN~ F~OOMS) ALLOP, IAE~/E ~2EFL. EGTION OF 5TRUGTdR.AL A. TH~ Hi~io Lo~ SMALL E~ 1~4il~D tO ~ T~ ~50~ ~ ~N'~ Offi ~ ~ ~ A~I~O~ ~ PATIO NOTES. II T/~H TJi 250 F.J, 16' 0.6. (20 F~ET) 5'-I I/4" ~l'O I/4" FOUNDATION PLAN -- - EXISTIN~ ~ ~I' ''~1 ' PROPOSED - - ' TO BE f~ENTOVEO rm ' POINT LOAD FROH A~OVE I '1 5T~E~. J 16" (2) II 1/~II LVL EH, (FLUSH) (2) II ~/8I' ~VL BH (FLU5H) L DP-,AINA®E 5TORPI DRAINAOE CALCULATION5~ 2.0 INCH RAINFALL FRONT AREA AND ROOF: AREA (DF) x RUNOFF COEFF. = E~2glV, DRAINAOE AREA VERTICAL FEET RE~2DIP4~D= 10.24 VERTIOAL FEET PROPOSED, (2) LO' PlA. POOL e 4' PEEP (I) ID' DIA. POOL ¢ ~' DEEP JOii HALL ON CRA LS?ACE BI-O I/2' II 1/~Ii TJI 250 F.J. ~ 16" OL. (16 FEET) '1 21'-~ I/2" FINISHED GRADE 8" REINFORCED TRAFFIC · BEARING SLAB INLEr 4" MIN. OIA, APPROVED PIPE PITCHED 1/8" PER f-D, BACKRLL WITH CLEAN GRANULAR MATERIAL 1'-0" ALL AROUND BASIN FOR FULL DEPTH 6" MINIMUM PENETRATION INTO A VIRGIN STRATA OF SAND AND DRAVEL 4000 PSI CONCRETE LEACHING RING COLLAR LEACHIND SECTION-LEACHING POOL IS TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE LEACHING STRUCTURE, SOLID DOMES AND/OR SLABS. DIAMETER SOIL BEARING ADEQUATE WITHOUT FOOTIND RINGS BACKFILL MATERIAL SHALL BE CLEAN SAND AND GRAVEL 1' MIN. FOR FINAL ADJUSTMENT TYPICAL LEACHING POOL SECTION-SINGLE POOL SYSTEM SCALE: NOT TO SCALE $4.50' 5AILOP-,'5 NEEDLE P-.OAJ 55.00' 25.00' ~t5.04' YACHT BASIN NOTE, E~OSION CONTF~OL MILL tEE PROVIDED D'f HAYDALE5 AND 51LT 5E,~,EENIN~ AROUND THE AREA OF r, ONSTRUOTION. 5TORN k, IATER TO BE HAINTAINED ON SITE, FRONT YD, 5ETESACK EXBTB,=21.25 FEET FR¢[TYP, PROPC~D- ~1.~,. 2q,15 FEET ~f~.~P~P'~i 4~.5~ FEET 51gE YD. 5~TBACK EXST~,: 20.1~ FEET ~IDE YD. ~E~, PROPPED: 11,~5 FEET 51~ YO. ~ ' ~ PO~= I0.00 FEET 51DE YD, SETBACK E~T~,: 24.~6 PEET 51~ YD. ~K. P~P~D~ 1~.42 FEET 5DE YD. A~SA~ EXSTS.: 45.~ FEET 51gE YD. ~E¢ATE P~P: 2~.42 PEET REAR YD. 5E~K ~5T¢,, 40,1¢ PEET R~R YD. ~POSED - 8L~,: 45,1~ PEET ~YD.~-~FO~H~ 44.¢5 PEET B~ILDIN¢ HEIGHT EXST~.: 20.6T PEET ~ILPlN5 HDeHT P~F~EP: 2~.42 PEET SITE PLAN ZONE~ RESIDENTIAL I~ I-~ LOT AREA, [2,q0254 OF LOT COVERAGE ALLOKNSLD 2,58051 5F 20.00 LOT COVERAOE EXISTIN¢, J,~l"/.b,~ 5F 14,0q LOTCOVER. Pi~OSED-BL~., 2,281.51 5F LOf (,0'/~. F~3PO~P-EO FI3t~Bi ~4qSq 5F 2."/I LOT¢OVER. F,~SEO-ALL= 2,851.10 5F 20,5~ 55.00 FOOT MINIMUH I0.00 FOOT MINIMUM I0,00 FOOT MINIHUM iS.00 FOOT MINIHUH 25 O0 FOOT MINIMUH ~5,00 FOOT MIN. / "/5.00 FOOT MIN. HATERFRONT 55.00 FOOT MIN. / T5.00 FOOT MIN. !,',!ATERFRONT ~5.00 FOOT MAXI[tIM I"= =0"0_': ~ 51TE PLAN DY' F~ICHA~.D BOh"12, ~ gATED=I-/ APRIL. 201i 2©¢ N. ~,IC, HNOND AVE., NA50APEd~gA, NY ~ITE INfOrmATION O~TAINED ISLAND NIPE LAND ~YOR5 - LAND 5gRVEYOR5 - 20 SEPT. 2010 BEDDING DE[AIL ANCHORING DETAIL NOT TO SCALE AnBIr ~ First Stoke Toward Previously Laid Flow I 155UEE~ O~NER REVISED TITLE HONIE GONST UOTION 1. BALES SHALL BE PLACED AT THE TOE or A SLOPE OR ON THE CONTOUR ANt) IN A ROW WITH ENDS TIGHTLY ABUSING THE ADJACENT BAt. ES, 2 EACH BALE SHALL RE EMBEDDED LN TNC SOIL A MINIMUM OF' 4 INCHES AND PLACED BO THE BINDINGS ARE HORIZONTAL, 3, BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER ~'VO STAKES OR RE-BARS DRIVEN THROUGH THE BALE, THE FIRST BTAKE IN EACH BALE SHALL BE DRIVEN TOWARD TNE PREVLDUSLY LAiD BALE AT AN ANGLE TO FORCE THF BALES TOGETHER STAKES SHALL BE DRIVEN FLUSH Architoct DESIGNER5 - PLANNER5 - RESIDENTIAL - COH'HERGIAL DRAHIN~ # ~.ALE: A5 NOTED C, ONSTRI.)CTI ON NOTES TH1& p~OJECT COHMOI~.M.~ TO THE 2040 ~.E,~,IDEHTIAL. COD~= OF THE ~TATE OF HEW YO~,K TABLE R4OI.4.1 ~D 6LAY~ ~VEL ~OO ~iLT ~D SANDY 51LT 1,500 (CL, ~,HH AND 6~ TABLE ~402.2 TABL-E 3,2B BUIL~IN¢ ~EPAP.,TlVfENT NOTES LABEL, Cm~T I=I~NE'r' A-1 RIDGE VENT (TYP) V~YL OIDND ON FR©N-F ELEWATI©N - NO~TH ELEVATION RIDDE VENT (TYP) ~OFFIT VENTN~YP J 4'-b" OVERHAND W FONT. 50FF[T VENT V~YL 5ID Ne ON 12 ~-~.0~ ~0~ ~XIETIN~ ~APE REA~ ELEYATION - 5OLJTH EleVATION 155LIE[D NEJ4 _HOWl C_O_NS~Tt~,_UC, TIO_N DOYP Architoct AI®HT S IEPE ELEVATION - ~^s~ ~u~V^TION A~HALT EHINC~L~ ON 15# ROOF FELT. TYPICAL 5[Plk~ - V NYL 5ID N~ ON A~ROXIMAIE ~R~E LEFT SI DE ELEVATION 1/4"=1'-©" 155U~I~ NEW HOME CONSTI~.UCTION_ R, ICHAR, D BO'fi? Archit, cc[ DEEI~NEP. O - PLANNER5 - RESIDENTIAL - COI"IHt=R,~,IAL 206 RICHMOND AVENUE, NORTH iviA55APEd~UA, N.Y. 11'/Eg, JOIST DETAILS Plate nMI Blot. king Plate nail Web Stlffanam Mil eeee eeee A3 only. See the iLevel TJI® Specifier's Guide, #TJ-4000, and the iLevet® Rim Board Specifier's Guide, #TJ~O00, for A3, f.A3.3 installation spedfication$ and applications, ®e tY~" Tlmbe~Vange LSLor ILevate lye" rim board clolum, typical. Face mount hanger ~./J//~ ~th ten ~0d (0.128"x ~TJle Atlach penal BEAM and COLUMN DETAILS BEARING AT WALL lY4" Tlmbo~trand· LSL er ILeva]® 1~" BEARING AT COLUMN BEARING FOR DOOR OR WINDOW HEADER BEAM TO BEAM CONNECTION MULI1PLE MEMBER CONNECTIONS FOR TOP-LOADED BEAMS (~) 1~"- Wide Pieces: · Minimum or 3 mw~ t ~cl {0,125"x 3") nails at 12" o.c. erequtredwithslde'l°adedmuNIPle'member e BEARING AT CONCRETE WALL ELEVAI~D COLUMN EASE COLUMN BASE ® ® LSL i~eg ILe~l 9'Jla dalai ~pgglfldr~l eld~, #'fJ.4~J~, gM eel eddltional lnstallaflon speclfica#ons end appllcatlons. L$L EXTERIOR DECK ATrACHMENT Slmotural exterior sheathing Lead bearing or shear wall above Blocking panel 2x4 minimum INTERMEDIATE BEARING NO LOAO BEARING WALL ABOVE Web stiffeners required I I ~LSL Hm b~a,d ..... /8 ...... I Apply subfloor adhesive to all contact surface~ lY4" TimborSlrand~ LSL or iLevel® IY~" dm board. Nail ro blocking panel Wood Directly applied ceiling Whe~ specified on the layout, one of the above bracing options is required jLi~ · WEB StiFFENER ATTACHMENT t" /r~ Y." ~nimum (t~ forTJ,®/ Ill Nailing Reqntmmante (0. t35# x 3Y~") FASTB~NING of FLOOR PANELS ~cicg par RmV Nail S~i ,, Silent Floor®joist framing does not require bridging or mid-span blocking FILLER and BACKER BLOCK SIZES Safety bracing (lx4 minimum) at ,' on-~enter on-center for TJI · 1 t 0 Jrdet~) end extended to · braced end wall. FHten at eaeh Jntat with two lid {0.t t 3" x g~.) nails minimum TJI® JOIST NAILING REQUIREMENTS at BEARING TJI® Joist to Bearing Platl lY4" TImborSband· LSLor iLeval· 1~" ~m board. Squash Blocks to TJI® Joist {Load beaHng wall above) One 10d (0. t28" x 3") nail inlo each flange Rim to TJIe Joist 3Y2") nail Into each flange TDp VMW BEAM ATTACHMENT at BEARING INSTALLATION TIPS Subfloor adhesive will Improve floor Packing out Ihe web of a TJI · joist (with web Joist Plumbing dap jo[at Use BI or B2 ~ intermediate bearings with load bearing or shear wall f~om above See ALLOWABLE HOLES Exterior Dgck Attachment ALLOWABLE HOLES - TJI® Joists hole may be cut Table A - End Suppo~ ~ ~ aa,. R(~UND HOLE SIZE BQUARE~'OR RECTANGULAR HOLE SIZE Table B - Intermediate or Cantilever Support = of hole to inside face of nearest intermediate ~ Ta~' R(~UND HOLE SIZE 3QUARE OR RECTANGULAI~'HOLE SIZE ALLOWABLE HOLES - Headers and Beams ~ .$5E TlmberStrand® LSL Headers and Beams General Note~ Other iLevel® Trus Joiste Headers and Beams Mlorollam~ LVL General Notes WARNING Jolst~ are unMlble until braced laterally Bracing Includes: ® ® e WARNING NOTES: DO NOT ~tck bulldln# materials on un,headed jol~is, SMUk only Mtami or walIL 'rA.~.l.t~ ~,...4.1~ "rAIDL.~ ~.'~A NAI/IN~ SCHEDULE AND PETArLS FOR STRAPIN® TAI~LE ~.I UPliFt ~TT~AP CONNECTION I~ECJIR~BiH~NT~ - EXPOOU~E B (~OOP-TO-~I~L, I~ALL-TO-~NALL, ANI2 ~JAL1-TO-FOUN~2ATION) ~APTE~/~,~ILIN~ JOl¢t HB~L CINT ~ONN~TION ~E~UI~B~BNT~ ~OOg FRAME CONSTRUCTION HANUAL - 2001 EDITION ~iLJNe SCHEDULE (PEESCEIPTI~ ALTB~TIV5 TO TABLE ~,4) eR55CRIPTIVE ALTER~TiV5 TO TABLE ~) FOLLOH ~IND DESIGN I10 HPH REQUIREHENT5 ~OOD NA~LIN~ REQUIREMENTS LIMB 2o P5~ ~o ~F J 5o ~ J ~o ~5F SEE 5OHEPULE5 FO~ ALL NAILIN~ ~E~UI~E~ENT5 ~ 2 2 2 2 2 ~ ~ 5 ROOF CHBATHIN~ ATT~HHBNT ~UI~BHBNT~ PO~ ~INP LOAP~-BX~O~R~ ~ TYPICAL LATERAL P~A~IN~ CONNECTION5 HALL SHEATHIN¢ ~o 2 2 2 2 ~ ~ ~ I I f I I '-i' ; I I I I I I I 4 TA~LATDD ~IL 5PA~IN~ A~SUHB A ~IL~EN~ LOCATBO IN BXPO~RE B TYPICAL ~IND UPLIFT OONN~GTION5 JOIST E~R[P~IN~ AT ¢,'-0" O.C, MAXIMUM 5HEARHALL SEGMENT DETAIL TOPPLAT¢ I TOPPLATEI OFFSET HALL AND FLOOR DETAIL TYPICAL SECOND FLOOR TO EXISTJNG FIRST FLOOR TIE DOHN METHOD (~) T'CPICAL HALL CONNECTIONS CEILING AN[2 FLOOR B, RACIN~ AT ENP HALLS NO NOTCHES PERMITTED CL)TTIN~ NOTCHIN~ AND IDRILLIN~ ROOF RIO¢E OETALL TOP PLATE ~PLICIN¢ DETAIL NOTGHIN¢ AND I~ORED HOLE LIivIITATION~ FO~- EXTERIOR HALL5 AND B, EA~IN~ HALL5 FF~ NOTGHIN® AND BORED) HOLE LIMITATIONS~ FOR-, INTEI~IOI~ P4ALL5 AND NONDEA~IN~ HALL~ POST E~AEE E;>ETAIL TYPICAL CONNECTION DETAILS AT SECOND FLOOR LEVEL FI~AMIN® AN~ UPLIFT CONNECTION FOR ~IN[::>O~ AND IDOOl~ OPENIN~ FLOOR JOIST LAPPED OVER BEAM [2ETAIL ~INOOH ANO POOR OPENING CONNECTION PORCH ROOF HOL~ DO!,4.N DETAIL C, EILIN~ BRACING AT DADLE END HALLS TREE PROTECTION [2ETAIL ROOF AN~ HALL 5HEATHIN~ SUCTION LOA~5