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HomeMy WebLinkAbout1000-31.-18-13 OFFICE LOCATION: V SOUTy~~" MAILING ADDRESS: Town Hall Annex ~p P.O. Box 1179 54375 State Route 25 4 Southold, NY 11971 (cor. Main Rd. & Youngs Ave.) co ~c Tele hone: 631 765-1938 p Southold, NY 11971 %k Fax: 631 765-3136 ~~~OOUNV LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weisman, Chair Members of the Zoning Board of Appeals From: Mark Terry, Principal Planner ~I LWRP Coordinator Date: November 1, 2013 Revised October 30, 2013 Re: Coastal Consistency Review for ZBA File Ref. JOANNA CHERNUSHKA #6693 SCTM#1000-31-18-13 A Wetlands Permit (8161) and Coastal Erosion Hazard Area Permit (8161 C) for the proposed action was issued by the Board of Trustees on May 15, 2013. The action was recommended to the Board of Trustees as exempt from the LWRP Coastal Consistency Review because the action proposed to "replace" storm damaged portion of the structure and raise the structure to meet FEMA regulations. A amended notice of disapproval (September 6, 2013) added the demolition and reconstruction of the single family dwelling. A subsequent amendment dated October 31, 2013 removed the demolition determination based upon new information submitted to the building department. This recommendation considers the action as last amended. JOANNA CHERNUSHKA #6693 - Request for Variances from Article XXII Code Section 280-116(B) and Article XXIII Code Section 280-124 based on an application for building permit and the Building Inspector's October 31, 2013 Notice of Disapproval concerning; 1) proposed construction at less than the code required bulkhead setback of 75 feet, the proposed construction notes a setback of 19.1 feet to existing bulkhead located at: 600 Rabbit Lane (adj. to Gardiner's Bay) East Marion, NY. SCTM#1000-31-18-13 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. It is my recommendation that the proposed action is EXEMPT from LWRP CCR pursuant too: § 268-3. Definitions. MINOR ACTIONS item "B" which states: B. Replacement, rehabilitation or reconstruction of a structure or facility, in kind, on the same site (inplace), including upgrading buildings to meet building or fire codes, except for structures in areas designated by the Coastal Erosion Hazard Area (CEHA) law where structures may not be replaced, rehabilitated or reconstructed without a permit and shoreline erosion control structures (including, but not limited to, groins, jetties, bulkheads, filled piers) located within Great Peconic Bay, Cutchogue Harbor, Little Peconic Bay, Hog Neck Bay, Noyack Bay, Southold Bay, Shelter Island Sound, Pipes Cove, Orient Harbor, Gardiners Bay, Long Island Sound, Fishers Island Sound and Block Island Sound (excluding all creeks); The proposed structure is not located within the CEHA. Furthermore, a Wetlands Permit (8161) and Coastal Erosion Hazard Area Permit (8161 C) have been issued for the action. Pursuant to Chapter 268, the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Jennifer Andaloro, Assistant Town Attorney Southold Town Board of Trustees OFFICE LOCATION: V SOMAILIN : Town Hall Annex P.O. Box 1179 54375 State Route 25 * Southold, NY 11971 (cor. Main Rd. & Youngs Ave.) Southold, NY 11971 OO Telephone: 631 765-1938 l a~ Fax: 631765-3136 y~UNTI~ LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weisman, Chair Members of the Zoning Board of Appeals From: Mark Terry, Principal Planner 6/ LWRP Coordinator Date: October 30, 2013 Re: Coastal Consistency Review for ZBA File Ref. JOANNA CHERNUSHKA #6693 SCTM#1000-31-18-13 A Wetlands Permit (8161) and Coastal Erosion Hazard Area Permit (8161 C) for the proposed action was issued by the Board of Trustees on May 15, 2013. The action was recommended to the Board of Trustees as exempt from the LWRP Coastal Consistency Review because the action proposed to .,replace" storm damaged portion of the structure and raise the structure to meet FEMA regulations. The amended notice of disapproval (September 6, 2013) added the demolition and reconstruction of the single family dwelling. This recommendation considers the action as amended. JOANNA CHERNUSHKA #6693 - Request for Variances from Article XXII Code Section 280-116(8) and Article XXIII Code Section 280-124 based on an application for building permit and the Building Inspector's September 6, 2013 amended September 11, 2013 Notice of Disapproval concerning a permit to amend existing building permit #38109z (storm repairs) to include demolition and construction of a new seasonal dwelling, at; 1) proposed construction at less than the code required bulkhead setback of 75 feet, 2) less than the minimum code required rear yard setback of 35 feet, located at: 600 Rabbit Lane (adj. to Gardiner's Bay) East Marion, NY. SCTM#1000-31-18-13 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is INCONSISTENT with the policy standards and therefore is INCONSISTENT with the LWRP. The action was reviewed to policy 4.1. Minimize losses of human life and structures from flooding and erosion hazards. 3. Move existing development and structures as far away from flooding and erosion hazards as practical. Maintaining existing development and structures in hazard areas may be warranted for- a. structures which functionally require a location on the coast or in coastal waters. b. water-dependent uses which cannot avoid exposure to hazards. d. sites where relocation of an existing structure is not practical The structure does not require a location on the coast and is not a water dependent use. Relocating the structure further from the Coastal Erosion Hazard Area is possible. Note, however, that the entire area landward of the single family dwelling is located within the FEMA Flood Zone AE El. 6 and there is no ability to locate the structure outside of the zone. 5.1 Prohibit direct or indirect discharges that would cause or contribute to contravention of water quality standards. C. Ensure effective treatment of sanitary sewage and industrial discharges by: 8. providing and managing on-site disposal systems: a. use on-site disposal systems only when impractical to connect with public sewer systems, b. protect surface and groundwater against contamination from pathogens an excessive nutrient loading by keeping septic effluent separated from groundwater and by providing adequate treatment of septic effluent, c. encourage the evaluation and implementation of alternative or innovative on-site sanitary waste systems to remediate on-site systems that currently do not adequately treat or separate effluent, d. encourage the use of alternative or innovative on-site sanitary waste systems where development or redevelopment of grandfathered parcels would otherwise increase the level of negative impacts on ground or surface waters, including wetlands. The sub-surface sanitary system is not shown. To further the above listed policy, it is recommended that Board require the inspection and approval of the system by the Suffolk County Department of Health Services. The test hole shows that groundwater was encountered at 3.8 feet from grade. It is also recommended that the Board require that the sub-surface sanitary system meets setbacks required in Chapter 275, Wetlands and Shorelines. The required setback for septic tanks is 75' and leaching pools 100' from a wetland unless a variance is granted. Further, it is recommended that the Board require that the action complies with Chapter 236 "Stormwater Management; Erosion and Sediment Control; and Illicit Discharges Law" regulations. Pursuant to Chapter 268, the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Jennifer Andaloro, Assistant Town Attorney Southold Town Board of Trustees BOARD MEMBERS Aouthold Town Leslie Kanes Weisman, Chairperson ~aOF SOUTyo 53095 Main Road • P.O. ox 1179 l0 Southold, NY 11971-0959 Eric Dames J 1 41 Office Location: Gerard P. Goehringer CA Town Annex /First Floor, Capital One Bank George Horning ~O 54375 Main Road (at Youngs Avenue) Ken Schneider COM Southold,, NY 11971 http://southoldtown.northfork.net F~ ZONING BOARD OF APPEALS I V TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 September 18, 2013 Mark Terry, Principal Planner LWRP Coordinator Planning Board Office Town of Southold Town Hall Annex zo) Southold, NY 11971 Re: ZBA File Ref. No. #6693 - Chetnushka / Dear Mr. Terry: We have received an application for demolition and re-construction i Marion. A copy of the Building Inspector's Notice of Disapproval under Ch ter 280 (Zoning Code), and survey map, project description form, are attached for your reference. Your written evaluation with recommendations for this proposal, as required under the Code procedures of LWRP Section 268-5D is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairperson By: C /5 LcY iQ OcLfiJ~iiLl--°G{ Encls. FORM NO. 3 TOWN OF SOUTHOLDv BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: September 6, 2013 AMENDED: September 11, 2013 TO: Suffolk Environmental Consulting (Chernushka) Po Box 2003 Bridgehampton, NY 11932 Please take notice that your application dated August 29, 2013 For permit to amend an existing building permit #381092 (storm repairs) to include the demolition and reconstruction of an existing single family dwelling at Location of property: 600 Rabbit Lane, East Marion, NY County Tax Map No. 1000 - Section 31 Block 18 Lot 13 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 6,758 square foot parcel in the Residential R-40 District is not permitted pursuant to Article XXII Section 280-116B, which states; "All buildings located on lots upon which a bulkhead concrete all ri ra similar structure exists and which are adjacent to tidal water bodies other than sound " h e set ba k not less than seventy five (75) feet from the bulkhead." ^k The proposed construction notes a setback of 19.1 feet to the existi > bulkhead. In addition, the construction is not permitted pursuant to Article III on 280-124 which states that, on lots measuring less than 20,000 square feet in total size, the minimum rear yard setback is 35 feet. The proposed construction notes a rear yard setback of 28.7 feet. This Notice o Disapproval was ended on September 11, 2013, based on new information submitted b the applicant. - - uthorized (igture Cc: File, ZBA CHERNUSHKA Property Situate: eoo Rabbit Lane; East Marion, New York SCTM#: tooo-oil-is-ots SUBJECT S U F F 0 t k PROPERTY m Gnent f~ Nanow long Ow ¢t q,nd 'gal Beach 44 Bay wt SYr+:ii • S11"ing ftff b Poml Cacnf~ Pao &eenpoit F eW~ m Harlr.. Shelter eProP~fw:~~,k Island Heights GeeA SUBJECT-" PROPERTY r 20 as a I s 0. 25 i F ~V11 no ~'b"c O~ rIb 0 0- Mnrinn r lobo 7 p oRh Ln R s hy+ !~o y A -g % G a r d i n e r s Bayvia d F O' a4i W~ ~V C/~P ~C% P/. T PO Fee: $ Filed By: Assignment No. APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS House No. 600 Street Rabbit Lane Hamlet East Marion SCTM 1000 Section 031 Block 18 Lot(s) 13 Lot Size 6'758 Zone R-40 I (WE) APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED 9/11/13 BASED ON SURVEY/SITE PLAN DATED 8/26/13 Applicant(s)/Owner(s): Joanna Chernushka Mailing Address: 845 Bay Avenue, East Marion, NY Telephone: Fax: Email: Jchernvs@optonilne.net NOTE: In addition to the above, please complete below if application is signed by applicant's attorney, agent, architect, builder, contract vendee, etc. and name of person who agent represents: Name of Representative: Bruce A. Anderson forw1ownet?Other: Address: P.O. Box 2003, Bridgehampton, NY, 11932 Telephone: (631)537-5160 Fax: (631)537-5291 Email: Bruce@suffolkenvironmental.com Please check to specify who yo%Eq correspondence to be matted to, fir Lt4eabovenames: FlApp?icant/Owner(s), Authorized Representative, Other Name/ Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED August 25, 2013 and DENIED AN APPLICATION DATED August 29, 2013 FOR: Building Permit Certificate of Occupancy O Pre-Certificate of Occupancy Change of Use Permit for As-Built Construction Other: Provision of the Zoning Ordinance Appealed. (indicate Article, Section, Subsection of Zoning Ordinance by numbers. Do not quote the code.) Article: xxu x)(111 Section: 280-116 280-124 Subsection: a Type of A peal. An Appeal is made for: A Variance to the Zoning Code or Zoning Map. A BVariance due to lack of access required by New York Town Law- Section 280-A. Interpretation of the Town Code, Article Section Reversal or Other A prior appeal 0has, L"_,I has not been made at any time with respect to this yrooerty, UNDER Appeal No(s). Year(s). (Please be sure to research before completing this question or call our office for assistance) Name of Ott ner: 7, BA Pile # REASONS FOR APPEAL (addirionul sheete uray he used mirh nreDmz'r's sit nature): IRL:.I I,IRLIAC REASONS: (1) An undesirable change gill not be producer) in the CIIARAC7'FR of the neighborhood or a detriment to nearb), properties if granted, because: The existing house on the property currently has a 2nd story, but that second story is not up to code. This proposal is to reconstruct the 2nd story as to meet code. Furthermore, during repairs from Hurricane Sandy, a significant portion of the structural members were replaced on the first floor, resulting in "demolition" status. (2) The benefit sought b) the applicant C'ANN07- be achieeed by some method feasible for the applicant to pursue, other than in area Variance, because. In order to reconstruct the 2nd story to code, the roof structure needs to be modified. therefore a zoning variance is required because the house is within the 75 foot required setback from the existing bulkhead. Furthermore, during repairs from Hurricane Sandy, a significant portion of the structural members were replaced on the first floor, resulting in "demolition" status. (3) '1 lie amount of relief requested is not substantial because: All construction will take place within the footprint of the existing house, and the reconstructed 2nd story will have the same dimensions, but the roof will be 2 feet higher. A variance is required because we are altering the roof structure. Furthermore, during repairs from Hurricane Sandy, a significant portion of the structural members were replaced on the first floor, resulting in "demolition" status. (4) The variance will NOT have an adverse effect of impact on the ph) sisal or environmental conditions in the neighborhood or district because: The house on the property has existed for many years without adverse effect on the physical or environmental conditions in the neighborhood. (5) [[as the alleged diflladh been self-created:' Fes, nr EP-'O. Are there Covenants and Restrictions concerning this land: MNo.?Yes (Please furnish caP19. 'Phis is the MINIMUM that is nccessar'N and adequate, and at the same time preserve and protect the character of the neighborhood and the health, safeO, and tselfare of the comnumih. CherA this ho.c 0 /F I USL V IRI IAIS BEIA'G REQCESTLD, .-I:VD PLL:ISE. COMPLETE TILE IT7:-I('l!P_DVS'E I'.IRLIA(ES11E 7: (Plru~r hr cure 7n I Owur dto ne.y.) Signature of Appellant or Authorized Agent LA;,rnt niua xubmil "riven Aulhn riia lion 6x,m O„nee) Se orn m bcrorr c this d:n of _ . 120 Nuts N blic kla'thew D, Ivins I ~,11 s o' r~ uv York I u Cuzl~Ce~' ~,r Seli;k C:,coty Commissi ors [xp'., cs Jarraary 22, 20/ Page 3 Application by: Assigned Application No. Office Notes: Part B: REASONS FOR USE VARIANCE riit requested): For Each and Every Permitted Use under the Zoning Regulations for the Particular District Where the Project is Located (please consult your attorney before completing): 1. Applicant cannot realize a reasonable return for each and every permitted use under the zoning regulations for the particular district where the property is located, demonstrated by competent financial evidence. The applicant CANNOT realize a REASONABLE RETURN because: (describe on a separate sheet). 2. The alleged hardship relating to the property is unique because: 3. The alleged hardship does not apply to a substantial portion of the district or neighborhood because: 4. The request will not alter the essential character of the neighborhood because: 5. The alleged hardship has not been self-created because: 6. This is the minimum relief necessary, while at the some time preserving and protecting the character of the neighborhood, and the health, safety and welfare of the community. (Please explain on a separate sheet if necessary.) 7. The spirit of the ordinance will be observed, public safety and welfare will be secured, and substantial justice will be done because: (Please explain on a separate sheet if necessary.) Check this box and complete PART A, Questions on previous page to apply AREA VARIANCE STANDARDS. (Please consult your attorney.) Otherwise, please proceed to the signature and notary area below. Signature of Appellant or Authorized Agent Sworn to before me this (Agent must submit Authorization from Owner) day of 200 . (Notary Public) 4B%App 9 7o 07 AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD WHEN TO USE THIS FORM. The form must be completed by the applicant for any special use permit, site plan approval, use variance, or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Sections 239- m and 239-n of the General Municipal Law. 1 ) Name of Applicant: Bruce A. Anderson 2) Address of Applicant: P.o. Box 2003, Bridgehampton, NY, 11932 3) Name of Land Owner (if other than applicant) : Joanna chemushka 4) Address of Land Owner: 645 Bay Avenue, East Marion, NY 5) Description of Proposed Project: The applicant proposes to reconstruct the 2nd story of the existing house in order to meet code. The new 2nd story will be 2 feet higher than the existing. 6) Location of Property (road and tax map number): 600 Rabbit Lane, East Marion, NY 1000 - 31 - 16 - 13 7) Is the parcel within an agricultural district??? No ?Yes If yes, Agricultural District Number 8) Is this parcel actively farmed? N0 ?Yes 9) Name and address of any owner(s) of land within the agricultural district containing active farm operation(s) located 500 feet of the boundary of the proposed project. (Information may be available through the Town Assessors Office, Town Hall location (765-1937) or from any public computer at the Town Hall locations by viewing the parcel numbers on the Town of Southold Real Property Tax System. Name and Address 1. 2. 3. 4. 5. 6. (Please use back side of page if more than six property owners are identified.) The lot numbers may be obtained, in advance, when requested from either the Office of the Planning Board at 765-1938 0 It onin Board of Appeals at 765-1809. i2yi /3 Ignature of Applicant Date Note: I. The local board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitation will be made by supplying a copy of this statement. 2. Comments returned to the local board will be taken into consideration as part of the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant and/or the clerk of the board to the property owners identified above. The cost for mailing shall be paid by the applicant at the time the application is submitted for review. Failure to pay at such time means the application is not complete and cannot be acted upon by the board. 1-14-09 APPLICANT'S PROJECT DESCRIPTION (For ZBA Reference) Applicant: Bruce A. Anderson Date Prepared: 8/29/13 1. For Demolition of Existing Building Areas Please describe areas being removed: The 2nd story of the existing house will be removed, and reconstructed to code. Furthermore, more than 75% of the original first floor has been reconstructed due to stone damage from Hurricane Sandy. Therefore this project is classified as a demolition 11. New Construction Areas (New Dwelling or New Additions/Extensions): Dimensions of first floor extension: N/A Dimensions of new second floor: 20'x 14'6" Dimensions of floor above second level: N/A Height (from finished ground to top of ridge):23' Is basement or lowest floor area being constructed? If yes, please provide height (above ground) measured from natural existing grade to first floor: 4'6" above grade 111. Proposed Construction Description (Alterations or Structural Changes) (attach extra sheet if necessary) - Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: The existing house is a 2 story single family residence. The 2nd story is not up to code, and will be replaced. Number of Floors and Changes WITH Alterations: The reconstructed second floorwill havethe same dimensions astheexisting house, but the roof of the reconstructed 2nd floor will be 2 feet higher than the easting roof. Furthermore , the existing 1st floor has been significantly reconstructed. IV. Calculations of building areas and lot coverage (from surveyor): Existing square footage of buildings on your property: 952 sq.ft. Proposed increase of building coverage: 0 Square footage of your lot: 6,758 sq.ft Percentage of coverage of your lot by building area: 16.15% V. Purpose of New Construction: To rebuild the 2nd story of the existing house, in order to bring it up to code. Also, the first floor of the structure has already been rebuilt due to structural damage caused by Hurricane Sandy. VI. Please describe the land contours (flat, slope heavily wooded, marsh area, etc.) on your land and how it relates to the difficulty in meeting the code requirement(s): The upland area of the property is generally flat, sloping marginally to the bulkhead. Please submit seven (7) photos, labeled to show different angles of yard areas after staking corners for new construction), and photos of building area to be altered with yard view. 7/2002; 2/2005; 1/2007 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION A. Is the subject premises listed on the real estate market for sale? =Yes _Z~No B. Are there any pro osals to change or alter land contours? MNo MYes please explain on attached sheet. C. l.) Are there areas that contain sand or wetland grasses? Yes 2.) Are those areas shown on the survey submitted with this application? Yes 3.) Is the property bulk headed between the wetlands area and the upland building area? Yes 4.) If your property contains wetlands or pond areas, have you contacted the Office of the Town trustees for its determination of jurisdiction? Yes Please confirm status of your inquiry or application with the Trustees: will apply aRerZaA determination. and if issued, please attach copies of permit with conditions and approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? No E. Are there any patios, concrete barriers, bulkheads or fences that exist that are not shown on the survey that you are submitting? No Please show area of the structures on a diagram if any exist. Or state none on the above line. F. Do you have any construction taking place at this time concerning your premises? No If yes, please submit a copy of your building permit and survey as approved by the Building Department and please describe: Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking, please apply to the Building Department to either obtain them or to obtain an Amended Notice of Disapproval. G. Do you or any co-owner also own other land adjoining or close to this parcel? Yes If yes, please label the proximity of your lands on your survey. H. Please list present use or operations conducted at this parcel Single Family Residence and the proposed use Single Family Residence . (ex. existing single family, proposed. same with garage, pool or other) J/J Autho d signature and Date OWNER'S ENDORSEMENT (TO BE SIGNED IF APPLICANT IS NOT OWNER) STATE OF NEW YORK) COUNTY OF SUFFOLK) SS: Joanna Chernushka being duly sworn, deposes and says; I reside at: 845 Bay Avenue, East Marion, NY In the County of Suffolk and the state of New York and I am the (owner in fee) (officer/agent of the Corporation which is owner in fee) of the premises described in the foregoing application and that I have authorized. SUFFOLK ENVIRONMENTAL CONSULTING INC to make the foregoing application as described herein. e gnature Signature If Corporation, name of corporation and Officer Officer's Title Before e, this ~V of vGV(T 2012 A Nc a y Public Matthew D, vans Notary 1 , "i~,o o' "ew York Na 01'V6053fi59 Qualified in sultolk County Commission Expires January 22, 2011 APPLICANT TRANSACTIONAL DISCLOSURE FORM (FOR SUBMISSION BY OWNER and OWNER'S AGENT) The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of Town officers and employees. The pumose of this form is to provide infomtation, which can alert the Town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Chemushka, Joanna (Last name, first name, middle initial, unless you are applying in the name of someone else or other entity, such as a company. If so, indicate the other person or company name.) NATURE OF APPLICATION: (Check all that apply.) Tax Grievance Variance XX Special Exception If "Other", name the activity: Change of Zone Approval of Plat Exemption from Plat or Official Map Other Do you personally, (or through your company, spouse, sibling, parent, or child) have a relationship with any officer or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business interest. "Business interest" means a business, including a partnership, in which the Town officer or employee has even a partial ownership of (or employment by) a corporation in which the Town officer or employee owns more than 5% of the shares. YES NO XX Complete the balance of this form and date and sign below where indicated. Name of person employed by the Town of Southold: Title or position of that person: Describe that relationship between yourself (the applicant) and the Town officer or employee. Either check the appropriate line A through D (below) and/or describe the relationship in the space provided. The Town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply): A) the owner of greater than 5% of the shares of the corporate stock of the applicant (when the applicant is a corporation); B) the legal or beneficial owner of any interest in a non-corporate entity (when the applicant is not a corporation); C) an officer, director, partner, or employee of the applicant; or D) the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted =:L, day August Signature: Print Na • Joanna Chemushka APPLICANT TRANSACTIONAL DISCLOSURE FORM (FOR SUBMISSION BY OWNER and OWNER'S AGENT) The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of Town officers and employees. The purpose of this form is to provide information, which can alert the Town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Anderson, Bruce A. _ (Last name, first name, middle initial, unless you are applying in the name of someone else or other entity, such as a company. If so, indicate the other person or company name.) NATURE OF APPLICATION: Check all that apply.) Tax Grievance Variance Special Exception If "Other", name the activity: Change of Zone 0 Approval of Plat Exemption from P at or Official Map Other Do you personally, (or through your company, spouse, sibling, parent, or child) have a relationship with any officer or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business interest. "Business interest" means a business, including a partnership, in which the Town officer or employee has even a partial ownership of (or employment by) a corporation in which the Town officer or employee owns more than 5% of the shares. YES NO 0 Complete the balance of this form and date and sign below where indicated. Name of person employed by the Town of Southold: William Price Title or position of that person: justice Describe that relationship between yourself (the applicant) and the 't'own officer or employee. Either check the appropriate line A through D (below) and/or describe the relationship in the space provided. The Town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply): A) the owner of greater than 5% of the shares of the corporate stock of the applicant (when the applicant is a corporation); Q B) the legal or beneficial owner of any interest in a non-corporate entity (when the applicant is not a corporation); C) an officer, director, partner, or employee of the applicant; or 0 D) the actual applicant. DESCRIPTION OF RELATIONSHIP Brother-in-Law Submitted s s ~ y f I~.6••tT Signatury_ Print Name:Qrus! A. ~.~w+~ 14-16-4 (9/95)-Text 12 617.20 SEQR PROJECT I.D. NUMBER Appendix C State Environmental Quality Review SHORT ENVIRONMENTAL ASSESSMENT FORM For UNLISTED ACTIONS Only PART 1- PROJECT INFORMATION To be completed b Applicant or Project sponsor) 1. APPLICANT/SPONSOR 2. PROJECT NAME Suffolk Environmental Consulting, Inc. CHERNUSHKA Property 3. PROJECT LOCATION: Municipality Southold County Suffolk 4. PRECISE LOCATION (Street address and road intersections, prominent landmarks, etc. or provide map) 1100 Dean Drive; Cutcho ue, New York - SCTM 1000-31-18-13 5. IS PROPOSED ACTION: ® New ? Expansion ? Modification/alteration 6. DESCRIBE PROJECT BRIEFLY: Applicant proposes to replace the 2nd story of the existing dwelling, with a 2"J story that is 2 feet taller, and thereby meets with code requirements. Furthermore, the first floor of the dwelling has been reconstructed due to heavy structural damage from Hurricane Sandy. 7. AMOUNT OF LAND EFFECTED: Initially < 0.2 acres Ultimately < 0.2 acres 8. WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER EXISTING LAND USE RESTRICTIONS? ? Yes ® No If No, describe briefly Because the house is located within the 75 foot setback required from the bulkhead, any change to the roof structure of the house requires a Variance. Furthermore, the first floor of the dwelling has been reconstructed due to heavy structural damage from Hurricane Sandy. 9. WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? ®Residential ?Industrial ?Commercial ?Agriculture ?Park/ForesttOpen space ?Other Describe: Private single family residences with related appurtenances. 10. DOES ACTION INVOLVE A PERMIT APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENT AGENCY (FEDERAL, STATE OR LOCAL)? ® Yes ?No If yes, list agency(s) and pe"It/approvals Town of Southold Wetlands Permit. It. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? ? Yes ® No If yes, list agency(s) and permit/approvals 12. AS A RESULT OF PROPOSED ACTION WILL EXISTING PERMIT/APPROVAL REQUIRE MODIFICATION? ? Yes ® No I CERTIFY THAT THE INFORMATION PROVIDED IS TRUE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: . Ivans Date: July 10. 2013 Signature: If the action is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment OVER 1 PART II- ENVIRONMENTAL ASSESSMENT To be completed b Agency) A. DOES ACTION EXCEED ANY TYPE I THRESHOLD IN 6 NYCRR, PART 617.12? If yes, coordinate the review process and use the FULL EAF. ? Yes ? No B. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCRR, PART 617.6? If No, a negative declaration may be superseded by another involved agency. ? Yes ? No C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING: (Answers may be handwritten, if legible) C1. Existing air quality, surface or groundwater quality, noise levels, existing traffic patterns, solid waste production or disposal, potential for erosion, drainage or flooding problems? Explain briefly: C2. Aesthetic, agricultural, archeological, historical or other natural or cultural resources; or community or neighborhood character? Explain briefly: C3. Vegetation or fauna, fish, shellfish or wildlife species, significant habitat, or threatened or endangered species? Explain briefly: C4. A community's existing plans or goals as officially adopted, or change in use or intensity of use of land or natural resources? Explain briefly: C5. Growth, subsequent development, or related activities likely to be induced by the proposed action? Explain briefly: C6. Long term, short term, cumulative, or other effects not identified in C1-C5? Explain briefly: C7. Other impacts (including changes in use of either quantity or type of energy)? Explain briefly: D. WILL THE PROJECT HAVE AN IMPACT ON THE ENVIRONMENTAL CHARACTERISTICS THAT CAUSED THE ESTABLISHMENT OF A CEA? ?Yes ?No D. IS THERE, OR IS THERE LIKELY TO BE, CONTROVERSY RELATED TO POTENTIAL ADVERSE ENVIRONMENTAL IMPACTS? ? Yes ? No If yes, explain briefly PART III - DETERMINATION OF SIGNIFICANCE (To be completed by Agency) INSTRUCTIONS: For each adverse effect identified above, determine whether it is substantial, large, important, or otherwise significant. Each effect should be assessed in connection with its (a) setting (i.e. urban or rural); (b) probability of occurring; (c ) duration; (d) irreversibility; (e) geographic scope; and (f) magnitude. If necessary, add attachments or reference supporting materials. Ensure that explanations contain sufficient detail to show that all relevant adverse impacts have been identified and adequately addressed. If question D of Part II was checked yes, the determination and significance must evaluate the potential impact of the proposed action on the environmental characteristics of the CEA. Check this box if you have identified one or more potentially large or significant adverse impacts which MAY occur. Then proceed directly to the FULL EAF and/or prepare a positive declaration. ? Check this box if you have determined, based on the information and analysis above and any supporting documentation, that the proposed action WILL NOT result in any significant adverse environmental impacts AND provide on attachments as necessary, the reasons supporting this determination: Name of Lead Agency Print or Type Name of Responsible Officer Title of Responsible Officer 2 Signature of Responsible Officer in Lead Agency Signature of Preparer (if different From responsible officer) 3 Town of c utbold Erosion, Sedimentation & Storm-1ifla Ater Run-off ASSESSMENT FORM PRONUM LOCATION- S.c.rAt.a: THE µ ` X ' OFA 1000 - 031 - 18 - 013 SCOPE OF WORK - PROPOSED CONSTRUCTION MEM If / WORK ASSESSMENT Yes No a. What Is the Total Area of the Project Parcels? 1 WE tlas Project Retain All Storm-Water Run-Off (Include Total Area of sit Percale located within 0.16 acres Geenarated by a Two (21 Inch Rahdati on She? the Scope of Work for Proposed Construction) (S F. r Aaaa) (This hem will Include all run-off created by site X b. What is Una Total Area of Land Marini; dearkg atidtor wtatruc9on activities as well as all and/or Ground Disturbance for the proposed < 0.2 acre. Site lttprove rkents and the papa creation of CernetNCtbn adAfky! ts.F. r Aar) 2 DImpervious laefectim.) oes the She Pion and/or Survey Show An Proposed PROVIDE BRIEF PROJECT DESCRnMON nAO,wwavervaprsert4rse DrairmeStructures tradicatini; size bLocation? This a hem stet Include all Proposed Grade Charges and - Applicant proposes to replace the 2"d story of the Slop" Conuonkg Surface Water Flow. existinP dwelling with a similarly sized, two foot 3 Does the S" Plan and/or Survey describe to erosion nd and sediment control practices that will be used to X F-1 taller 2 stow in order to meet code. Furthermore, control site erosion and storm water discharges This the first floor of the dwelling has been Item must be maintained throughout the Eare Construction Period. reconstructed due to heavy structural damage from Hurricane Sandy. 4 Will this Project Require any Land Filling, Grading or Excavation Where Owe Is a charge to tla Natural Existap Grade involving more tan 200 Cubic Yards X of Material within any Parcel? 5 Will ede Application Require Land Disturbing Activities Encompassing an Area In Excess of Five Thousand ? X (5.000 S.F.) Square Feet of Ground Surface? 6 Is there a Natural Water Course Rurrdrg through the She? is d& Pmled whin the Trustees?xWdic0on a General DEC SWPPP Itakrdremods: or within One Hundred (100') feet of a Wetland or Submission of a SWPPP Is required W as Construction activities kwolvkug acs (teach? dhbabaness clone (1) c roam acr; tritludYg disturbances of leas than one ace Out 7 Will (tare be She preparation on Existing Grade Slopes am pan as larger cawncn plan that wq ukimetey drueb as or more some of land: which Exceed Fifteen (15) feet of Vertical Rise to x Indobg Construction sodifts Wdwig sot dishobsoors crime; dun one (1) sae where One Hundred (100') of Horizontal Distance? to DEC has determined that a SPDES peimlt Y required to star, wear dYduryea. (aWPPPs Shall meet tin Wntew, Rpulnnurw of doSPOES Gameal pane 8 Will Driveways, Parking Areas or other impervious br Storm Water Discharges from Canbaellon weft • permit him 611440-M.) Surfaces be Sloped to Direct Storm-Water Run-Off 1. The SWPPP shall be pspred prior b the atken tel clan Not. fro Not tied be Into and/or In the dhec&m of a Town right-- way? E suhrNlad ban DepaMant pda b the arutmenpnaM Of mnavction aWity. 2 The SWPPP ink describe the - , and sediment mdml prod, and wire 9 WIN ttds Project Require the Pleceiment of Materiel. requkmd, pwtmrnsYat sk mr wawmwftwmo p *W= Md wa bs used aedfc Renwval of Vegetation and/or the Construction of any x eena teled to reduce as pollutants In storm wow d adrryas and to aaraa Item Within the Town RIgM-of•Way or toad Shoulder corplendewBtthetia. sedoondaouatispemYL laeddhon.the SWPPPshak Area?rose kw MAOT neearYew nssWarm rpwwryApwai m. ar whkh may raawnaybe azpected bmflaa an NAM NAry Arm Su Ouaetar Ons trough ldne Y Answered wd&CMCk d/.4 Naft ofstormwewilar delthe sources quakly of alamw e. storm wow aBermand them oeWepon etadababenmeYberwm«u S.aoe S.F. d 1 Am In ans. s. AN SWPPPS lore nqutrs ~ nrruprrurx prsclba a eabmfWder, atboabn Cab*IPIanatawr.abytarownef contoam Sled be pmpred by a qualified Design PrclaaaYnal Licensed N New York md =,erRMawprtarbarnnosaMyauWrq Mrreft d nit tlutYbovAmdpesbla in to pMCpea and pnrctloes clswm luster ktrudmrriarul 00M A Chwk Wk(4)argla Maser ra,edrq* "k PA*w YracwAom Appr+mm) S'IA7'EOFNEWYORY, SUFFOLK CBRUCEA AANDERSON @ SUFFOLK SS That I . ENVIRONMENTAL CONSULTING, INC. being duly swum, deposes and says that he/she is the applicant for Permit, tw,e dYalani alpwq Doaaunnj And that he/she is the AGENT Age m. , Offi ON. W-................................................................ (ownmr. Canemctor, Agrr4 Co rporperate cer iic.) Owner and/or representative of the Owner or Owners, and is duly authorised 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 he Swum to before me this; of....................{gessMhy.p..tv~h520..... Not r, I N v York i~~ of Notary Public: . nu 6*IVEU`,gL,,-Yo.... _fi of tflFl ff (5idnakasclMpsarml FORM - 06110 ommisslor hALT[ S ~,nJ Jy 22, 20 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 031 18 013 The Application has been submitted to (check appropriate response): Town Board ? Planning Dept. ? Building Dept. ® Board of Trustees 1. Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital construction, planning activity, agency regulation, land transaction) ? (b) Financial assistance (e.g. grant, loan, subsidy) ? (c) Permit, approval, license, certification: Nature and extent of action: Applicant proposes to reconstruct the existing 2nd story in order to bring the house up to code. The reconstructed 2nd story will be 2 feet taller than the original structure, but otherwise will have the same dimensions. Furthermore, the original P, story has been heavily reconstructed because of storm damage from Hurricane Sandy. This reconstruction has caused this project to be labeled as "demolition" Attach additional sheets if necessary Location of action: 600 Rabbit Lane; East Marion, New York Site acreage: 0.16 acre ± Present land use: Improved with single-family dwelling and related appurtenances Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Joanna Chernushka (b) Mailing address: 845 Bay Avenue; East Marion, NY 11939 (c) Telephone number: Area Code (631) 537 - 5160 (d) Application number, if any: N/A Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ? No ® If yes, which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. ® Yes ? No ? Not Applicable As indicated within Policy 1, "Development thoJ does not reinforce the tradition/ land use pattern of the Town of Southold would result in o loss of the community and landscape character of Southold" this proposal is to replace the existing 2"d story of the dwelling with a marginally taller 2"d story with the same dimensions. This is an effort to bring the house up to code and no additional floor space will be created Additionally, the first floor of the existing house has been heavily reconstructed due to storm damage from Hurricane Sandy. This reconstruction has caused the project to be labeled as a "Demolition" Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria ? Yes ? No ® Not Applicable Policy 2 is not applicable in that subject lot and the surrounding neighborhood cannot be deemed a substantial historic and/or archaeological resources. Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 5 through 7 for evaluation criteria ® Yes ? No ? Not Applicable Subiect proposal will not adversely impact the visual quality of the surrounding area in that the existing property has been improved with a single-family residence for many years without any evidence of resulting in adverse impacts to the neighborhood. As currently constructed, the majority of the first floor has been demolished and replaced with new studs to prevent the structure from collapsing in the aftermath of Hurricane Sandy, but it remains unfinished pending Zoning Board clearance. In addition, the neighborhood itself is comprised of similarly sized properties, improved similarly for many years, and which also has not resulted in any form of adverse impacts to the surrounding area. Furthermore, this Policy could not preclude both the legal creation of this property as a building lot, or the improvement thereon. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ? Yes ? No ® Not Applicable As the proposal is for the modification of the 2"d story of an existing house, Policy 4 is not applicable to this proposal. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ? Yes ? No ® Not Applicable Subject proposal is not applicable to Policy 5. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria ? Yes ? No ® Not Applicable Subiect proposal is not applicable to Policy 6. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria ? Yes ? No ® Not Applicable Subiect proposal is not applicable to Policy 7. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ? Yes ? No ® Not Applicable Subiect proposal is not applicable to Policy 8. Attach additional sheets if necessary PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria ? Yes ? No ® Not Applicable Subiect proposal is not applicable to Policy 9. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependence uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria ? Yes ? No ® Not Applicable Subject proposal is not applicable to Policy 10. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town Waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria ? Yes ? No ® Not Applicable Subject proposal is not applicable to Policy 11. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III - Policies; Pages 62 through 65 for evaluation criteria. ? Yes ? No ® Not Applicable Subject proposal is not applicable in that the proposal does not involve agricultural lands (i.e. the conversion of farmland, the establishment and/or maintenance of new coastal agricultural production, etc...) Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ? Yes ? No ® Not Applicable Subject proposal is not applicable in that the proposal does not involve the conservation of energy resources on a commercial level and/or the promotion of alternative energy sources proper maintenance of fuel storage facilities and/or the extraction of mineral extraction Attach additional sheets if necessary Created on 5125105 11:20 AM 2013-06-13 10:41 111-Permits 6314440360 6315375291 P 1/1 New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY a Stony Srook 50 Circle Road, Stony Brook, NY 11790.3409 Phono: (631) 444-0365 - Fax: (631) 444-0360 Website:.ryffiW,dec nv.aov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT March 11, 2013 Ms Kathryn Gray Melhuish c% Joseph Chemushka 845 Bay Ave. East Marion, NY 11939 Re: 1-4738.00740100008 600 Rabbit Lane, East Marion SCTM# 1000-031-18-013 Dear Ms. Melhuish : Based on the information you submitted, the Department of Environmental Conservation has determined that the portion of the property which is located landward of the bulkhead shown on the survey by Anthony W. Lewandowsk€ dated October 1, 1984, which was constructed prior to August 20, 1977(as per TW Map # 722-554) is beyond Tidal Wetlands Act (Article 25) Jurisdiction, Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required for work which Is located landward of the bulkhead. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as Indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project, Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (Ice, a 15' wide construction area) or erecting a temporary fence, barrier, or hate bay berm. This letter shall remain valid unless site conditions change, Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other ag cles or local municipalities. S care{yJ J';~ s n Ackerman Deputy Permit Administrator cc: Suffolk Envy BOH-TW?. s TOWN OF SOUTHOLDw PROPERTY RECORD CARD OWNER STREETVILLAGE DIST. SUB. LOT G s of Cv 3 ORME OWN N E ACR. t V, n is rr:lave ?a~ t' `o S 112 tya TYPE OF BUILDIt/ ~ 2ES. SEAS. VL. FAR COMM. CB. MISC. Mkt. Value i LAND ----"Imp. TOTAL DATE REMARKS 0 a 7 t ( I ti 42- L tQ C d a2FzA v 2 a~ s, ( 5 y a~ - U 2l Vic, _ ~fF~4~1on5 (-ef Iac-, ~uc~` '~~f ^~i - Ee Zar3b 00 !/coo 2c J- 1 y a i z z9~- r n 8cx~ 2.3o~' 3 r r r 2 0 7- z 4 2- 2 19 - (off, Esf N4~ 900 4u ~8oo 'R ~2oa i 14~ AGE P-x BU IN C NDITIO a NEW NORMAL BELOW AB V F,VM Acre Value Per Value Acre \4,( it z.1 1 2 11: v Tillable 1 Tillable 2 32 ° (-7(p 2000) Tillable 3 10/43 Woodland = g p Swampland FRONTAGE ON WATER 535 Brushland FRONTAGE ON ROAD 7 House Plot DEPTH a r BULKHEAD total DOCK 1 COLOR TRIM 2-.. 1 z M, Bld a Igo u Zb 320 Z, ggU Foundation PIT Bath Dinette ExtenTi? K Zo = 1(eo Z'ls 3401 / Basement IJ6 /Ve = Floors j K. { / I L ar pek~ Ext sion 20 0 ~ O Z~ i7 j Ext. Walls LuG Interior Finish L:FF-- ~l* L t7 Y Extension Fire Place Heat A/ilV DR. CK A X 20 = I 0 3fD8 2S' Z Type Roof Rooms 1st Floor BR. Porch Recreation Room Rooms 2nd Floor FIN. B. Porte K Zv _ / Dormer Breezeway Driveway Garage ' LI >6 $ O Patio O. B. Total 1? 87 ro(Qg • 1111111111 IN Rill 1111111111111111111111111111111111111111111111 1111111 111111 111111 IIII IIII . SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 04/12/2013 Number of Pages: 4 At: 01:18:50 PM Receipt Number : 13-0043170 TRANSFER TAX NUMBER: 12-20061 LIBER: D00012726 PAGE: 386 District: Section: Block: Lot: 1000 031.00 18.00 013.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $400,000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5.00 NO EA-STATE $125.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $60.00 NO Transfer tax $0.00 NO Comm.Pres $5,000.00 NO Fees Paid $5,255.00 TRANSFER TAX NUMBER: 12-20061 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County Number of ages RECORDED 2013 Rpr 12 01:18:50 PM JUDITH R. PRSCRLE CLERK. OF This document will be public SUFFOLK COUNTY record. Please remove all L D00012726 Social Security Numbers P 3e6 prior to recording. DTs 12-20061 Deed / Mortgage Instrument Deed / Mortgage Tax Stamp Recording / Filing Stamps 3 FEES Page/ Filing Fee MongageAmt. _ ('rl I. Basic Tax Handling 20. 00 2. Additional Tax _ TP-584 Sub Total Notation SpecJAssil. or EA-52 17 (County) Sub Total Spec. /Add. _ EA-5217 (State) TOT. MTG. 00 Dual wn _ Dual County- R.P.T.S.A. v He] - ~ Hel for Appo' tme Comm. of Ed. 5. 00 Transfe Tax Mansio TA Affidavit Certified Copy The to erty vered y this men is or will im ved y a or two NYS Surcharge is. 00 Sub Total ] ~ family dwe ' YES or NO Other Grand Total If NO, s propriate tax clause page ge # N f this' t men. 4 D0 13009679 >ooo os>oo ieoo o>sooo 3 odd 5 Community Preserve d Real Pro P T S I BB Consideration Amount $ Tax Set R LPA A , Agen tt-APR-t CP Tax D~ue$ verifick Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD & RETURN TO: \ Vacant L~annd~ _ V//1G G~QGL TO TD Mail to: Judith A. Pascale, Suffolk County Clerk 7 Title Com an Information 310 Center Drive, Riverhead, NY 11901 1 Co. Name www.suffolkcountyny.gowclerk Title r ( S _ 8 Suffolk Count Recording & Endorsement Page., This page forms part of the attached Zr OL made by: (SPECIFY PE OF INSTRUMENT) The premises herein is situated in SUFFOLK COUNTY, NEW YORK. i TO In [he TOWN of In the VILLAGE nix.aJ.. .w or HAMLET of BOXE 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. ua~w..mnxu (over) IMPORTANT NOTICE , If the document you've just recorded is your SATISFACTION OF MORTGAGE, please be aware of the following: If a portion of your monthly mortgage payment included your property taxes. -you will now need to contact your local Town Tax Receiver so that You may be billed directly for all future orooerty tax statements. Local property taxes are payable twice a year: on or before January 10'" and on or before May 31". Failure to make payments in a timely fashion could result in a penalty. Please contact your local Town Tax Receiver with any questions regarding property tax payment, Babylon Town Receiver of Taxes Riverhead Town Receiver of Taxes 200 East Sunrise Highway 200 Howell Avenue North Lindenhurst, N.Y. 11757 Riverhead, N.Y. 11901 (631) 957-3004 (631) 727-3200 Brookhaven Town Receiver of Taxes Shelter Island Town Receiver of Taxes One Independence Hill Shelter Island Town Hall Farmingville, N.Y. 11738 Shelter Island, N.Y. 11964 (631) 451-9009 (631) 749-3338 East Hampton Town Receiver of Taxes Smithtown Town Receiver of Taxes 300 Pantigo Place 99 West Main Street East Hampton. N.Y. 11937 Smithtown, N.Y. 11787 (631) 324-2770 (631) 360-7610 Huntington Town Receiver of Taxes Southampton Town Receiver of Taxes 100 Main Street 116 Hampton Road Huntington, N.Y. 11743 Southampton. N.Y. 11968 (631) 3513217 (631) 283-6514 Islip Town Receiver of Taxes _ Southold Town Receiver of Taxes. 40 Nassau Avenue 53095 Main Street Islip, N.Y. 11751 Southold, N.Y, 11971 (631) 224-5580 (631) 765-1803 Sincerely, ,Judith A. Pascale Suffolk County Cleik • , ~iaia.. aeiaem BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS (INDIVIDUAL OR CORPORATION) STANDARD NYBTU FORM 8007 CAUTION: THIS AGREEMENT SHOULD Bf PREPARED BY AN ATTORNEY AND REVIEWED BY ATTORNEYS FOR SELLER AND 6`^'_Cf)f PURCHASER BEFORE SIGNING. THIS INDENTURE, mad,4the day of P"ll'i I Zp(~, between GEORGE P. GRAY, residing at 5417 Wesleyan Drive, 0213, Virginia Beach, VA 23455, by KATHRYN GRAY MELHUISH, his attomey-in-fact, ANDKATHRYN GRAY MELHUISH, residing at 1312 Sussex Place, Norfolk, VA 23508 AND GEOFFREY WILLIAM GRAY, residing at 7627 Clifton Road, Fairfax Station, VA 22039 AND MARY GRAY PAYNE I7B S. Cartwright Road .Shelter Island, NY 11964 party of the first pan, and JOANNA CHERNUSHKA, residing at 845 Bay Ave., East Marion, NY 1 1939 party of the second part, WITNESSETH, that the party of the first pan, in consideration of Ten Dollars and other valuable consideration, paid by the party of the second pan, does hereby grant and release unto the party of the second part, the heirs or successors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being in the SEE SCHEDULE A ATTACHED (DESCRIPTION OF PREMISES) BEING AND INTENDED TO BE the same premises as conveyed by deed dated January 12, 2007 recorded February 15, 2007 in Liber 12492 page 190. TOGETHER with all right, title and interest, if any, of the parry of the first part in and to any streets and roads abutting the above described premises to the center lines thereof, TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises, TO HAVE AND TO HOLD the premises herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part, covenants that the party, of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word "party" shall be construed as if it read "parties" whenever the sense of this indenture so requires. IN WITNESS WHEREOF, the party of the first pan has duly executed this deed the day and year first above written. IN PRESENCE OF: he1.y k Qi.o6- n Ceor P. Gray, yHdthryn ra Iheui~s'hl,~.e/U_fO I.• A/VW ' Kathryn ra Me uish Geoff yWi)mGray 7ayynj Ma~~ryGra ayne NYSBA Residential Rai Even Fmm on Hoi Dacs'(Wllal Copyngtd Capsoaa Development ACKNOWLEDGMENT STATE OF VIRGINIA STA` EIDI' VIR6fNtA ) as.. B2 -Sr*E or MAA"LAIJ~ ) ss.: COUNTY OF 00( Jr- NEE S 45-IT7 On the N day of l1 r¢b 2013, before me, the On the day of ~ 2013, before me, the undersigned personally appeared KATHRYN GRAY undersigned personal appeared GEOFFREY MELHUISH,personally known to me orproved to me on WILLIAM GRAY personally known to me or proved to the basis of satisfactory evidence to be the individual me on the basis of satisfactory evidence to be the whose name is subscribed to the within instrument and individual whose name is subscribed to the within acknowledged to me that he executed the same in his instrument and acknowledged to me that he executed capacity and that by his signature on the instrument, the the same in his capacity and that by his signature on the individual, or the person upon behalf of which the instrument, the individual, or the person upon behalf of individual acted, executed the instrument and that such which the individual acted, executed the instrument and individual made such appearance before the undersigned that such individual madjesuch app ancebefoly the in the l)Orltn!( (Insert the undersigned in the ) 0 !S city or otherpolitical subdivision and the state orcountry (Insert the city or other political subdiviion and the or other place the acknowledgment was taken.). state or country or other plat e the acknowledgment was taken.). / >7ot u i ,w~nnn,"4ro~. v a`( FLETC'*•+r otary Publ' ? X11 !rl ,~'V}' 1 Nfa 0 sesa++ r / - . .„rggy~pJ~~' STATE OF VIRGINIA rt- ) as.: State of New York ) COUNTY OF~0~+(JIIL as' J tttt County of Suffolk On the µ day of }G b 2013, before me, the On this •?S day of , 2013 undersigned personally appeared KATHRYN GRAY before, the undersigned, personally appeared MELHUISH, personally known tomeorproved to me on MARY GRAY PAYNE, personally known to me the basis of satisfactory evidence to be the individual or proved to me on the basis of satisfactory whose name is subscribed to the within instrument and evidence to the be individual(s) whose name(s) is acknowledged to me that he executed the same in his (are) subscribed to the within instrument and capacity and that by his signature on the instrument, the acknowledged to me that helshe/they executed individual, or the person upon behalf of which the the same in his/her/their capacity(ies), and that individual acted, executed the instrument and that such by histhefltheir signature(s) on the Instrument, individualmadesuch appearance before the undersigned the Individual(s), or the person upon behalf of which the individual(s) acted, executed the in the SOT-~Ik. (Insert the instrument. city or other political subdivision and the state or country or other place the acknowledgment was taken.). Notary PUb1C ~ S PN~ -FpLFrGI DOROTHY S. OGAR wry . S' Notary Public, State of haw York ? ` m . h > S 62-8200218, sotfoii, C o0 0 ` 9 - Commission eron Ex pates Anus August 31. , 3Ba311 '1,• - a Z'`•. TO• RY Po'0' NYSBA Residential Reel Fsute Fci fan H.,° l' (9N°) C.M"M C.Mfle Oevelopmrnl .2. SCHEDULE A DESCRIPTION OF PREMISES p cng ? n~rce r aF 1'"d , SL'i c,~lC /y ~,ecc vy . rewr fib-- Sveef7~ olc~, Counuj ALL that certain plot o the ou~tlierly li a oTa 1j oot p~rnra roaa~owri °pe ~4. as "Rabbit Lane", 560.26 feet easterly along said southerly line from Bay aS Pal InWs_ Avenue, said point of beginning being the northeasterly corner of land of Pascale; from said point of beginning running along said southerly line of said "Rabbit Lane", North 46 degrees 59 minutes 50 seconds East 64.27 feet to land of Rackett; thence along said land of Rackett, South 29 degrees 05 minutes East, 125.00 feet, more or less, to ordinary highwater mark of Gardiner's Bay: thence westerly along the highwater mark, 55 feet, more or less to said land of Pascale; thence along said land of Pascale, North 34 degrees 12 minutes 40 seconds West, 120 feet, more or less to point of BEGINNING. ALSO a right of way over said sixteen (16) foot roadway from the easterly line of Bay Avenue easterly to the easterly line of the premises. BEING AND INTENDED TO BE the same premises as contained in deed dated July 5, 2005 and recorded in Liber 124%page 14o in the Office of the Clerk of the County of Suffolk on August 17, 2005. SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 04/12/2013 Number of Pages: 4 At: 01:18:50 PM Receipt Number : 13-0043170 TRANSFER TAX NUMBER: 12-20062 LIBER: D00012726 PAGE: 388 District: Section: Block: Lot: 1000 031.00 17.00 014.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $50,000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5.00 NO EA-STATE $125.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $60.00 NO Transfer tax $0.00 NO Comm. Pres $0.00 NO Fees Paid $255.00 TRANSFER TAX NUMBER: 12-20062 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County RECORDED Number of pages 2013 Apr 12 01:18:50 P11 JUDITH A. PASCALE CLERK OF This document will be ublic SUFFOLK COUNTY L D00012726 record. Please remove all - P 388 Social Security Numbers DTa 12-20062 prior to recording. Deed/ Mortgage Instrument Deed/ Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee I Mortgage AML = Ilf~l 1. Basic Tax Handling 20. 00 2. Additional Tax _ TP-584 Sub Total Notation Speo/Assit or EA-5217(County) 'Sub Total Spec. /Add. _ _ EA-5217(Slate) TOT.M TAX R.P.T.S.A. D I Town _ Dual County aid for Ap e Comm. of Ed. 5.. 00 1 T ansfer Taz AfOdavlt anion Tax Certified Copy Th property co ered y this s 'or Im r a one. or two NYS Surcharge 15. 00 Subtotal q'l famllydwllingonly. YES or NO Other Grand Total If NO, see appropriate [ax clause an pageaof this instrume ?/-'J 4 Dist. 13009198 1000 09100 1700 014000 S Community Praservadoe u d Real Property R SMI A Consideration Amount $ Tax Service T IIIIVI~I~IIIIIIII~II Agency • oe.aPR.[ CPF Tax Due 5 Verification Im ed' 6 Sadsfactlons/Discharges/Releases List Property Owners Mailing Address . RECORD & RETURN TO: Vacant lan~d TO Mail to: Judith A. Pascale, Suffolk County Clerk 7 Title Compass Information 310 Center Drive, Riverhead, NY 11901 Co, Name wwwsuffolkwuntyny.gov/clerk T@lea 7_ - s Suffolk County Recording & Endorsement Page This page forms part of the attached 4^r+"e t made by. (SPECIFY TYPE OF INSTRUMENT) The premises herein Is situated In SUFFOLK COUNTY, NEWYORK TO In the TOWN of In the VILLAGE or HAMLET of 48OXTtHRUBMUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over J ' 1 IMPORTANT NOTICE If the document you've just recorded is your SATISFACTION OF MORTGAGE. please be aware of the following: If a portion of your monthly mortgage payment included your property taxes, 'you will now need to contact your local Town T_ax Receiver so that you may be billed directly for all future property tax statements. Local property taxes are payable twice a year: on or before January 10. and on or before May 31,. Failure to make payments In a timely fashlon could result In a penalty. Please contact your local Town Tax Receiver with any questions regarding property tax payment. Babylon Town Receiver of Taxes Riverhead Town Receiver of Taxes 200 East Sunrise Highway 200 Howell Avenue North Lindenhurst, N.Y. 11757. Riverhead, N.Y. 11901 (631) 957-3004 (631) 727-3200 Brookhaven Town. Receiver of Taxes - Shelter Island Town Receiver of Taxes One Independence HIII Shelter Island Town Hall Farmingville, N.Y. 11738 Shelter Island, N.Y. 11964 _ (631)451-9009 (631) 749-3338 East Hampton Town Receiverof Taxes Smithtown Town Receiver of Taxes 300 Pantigo Place - 99 West Main Street East Hampton, N.Y. 11937 Smithtown, N.Y. 11787 (631).324.2770 (631) 360-7610 Huntington Town Recelverohaxes Southampton Town Receiver of Taxes 100 Main Street 116 Hampton Road Huntington;N.Y, 11743 - Southampton,N.Y. 11968 (631)351-3217 (631) 283-6514 Islip Town Receiver of Taxes Southold Town Receiver of Taxes 40.Nassau Avenue 53095 Main Street Islip, N.Y. 11751 Southold, N.Y. 11971 (631) 224-5580 (631) 765-1803 Sincerely, Judith A. Pascale Suffolk County Clerk dw . 2/99 It01K W91W BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS (INDIVIDUAL OR CORPORATION) STANDARD NYBTU FORM 8007 CAUTION; THIS AGREEMENT SHOULD BE PREPARED BY AN ATTORNEY AND REVIEWED BY ATTORNEYS FOR SELLER AND PURCHASER BEFORE SIGNING. THIS INDENTURE, made t e 1,4 O" day of Fibs Pi t 2 il5 between GEORGE P. GRAY, residing at 5417 Wesleyan Drive, #213, Virginia Beach, VA 23455, by KATHRYN GRAY MELHUISH, his attomey-in-fact, party of the first part, and JOSEPH CHERNUSHKA AND JOANNA CHERNUSHKA,as husband and wife, both residing at 845 Bay Ave., East Marion, NY 11939 party of the second part, WITNESSETH, that the party of the first part, in consideration of Ten Dollars and other valuable consideration, paid by the party of the second part, does hereby grant and release unto the party of the second part, the heirs or successors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being in the SEE SCHEDULE A ATTACHED (DESCRIPTION OF PREMISES) BEING AND INTENDED TO BE the same premises as conveyed by deed dated July 5. 2005, recorded August 17, 2005 in Liber 12404 page 298 TOGETHER with all right, title and interest, if any, of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof. TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises. TO HAVE AND TO HOLD the premises herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part, covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word "party" shall be construed as if it read "parties" whenever the sense of this indenture so requires. IN WITNESS WHEREOF, the party of the first pan has duly executed this deed the day and year first above written, IN PRESENCE OF: George . Gray, by athry Gray el uis a/ilf,- I Au^~~ ~..,zz NYSB A Residential Real Eaule Pomu oa HMDocae(9/001 Copyright Capsofle Develop t ACKNOWLEDGMENT STATE OF VIRGINIA COtfNTYOF , /Qrfifi0j((. On the 14 day of fibKO /y2013, before me, the undersigned personally appeared KATHRYN GRAY MELHUISH, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument and that such individual made such appearance before the undersigned in the ~01>(/Old. .(Insert the city or other political subdivision and the state or country or other place the acknowledgment was taken.). ~y FLFT QPr' w S 'S uQot1 tc k r•. F t 01 366311 r is pr :?gcm.... y gyM V, NYS6A R.e .ti.I RUI BUU Fmm . HNtMa° t9NO1 C vPY^Lta GPSOfi°De.ebPNrat I r, Fidelity National Title Insurance Company TITLC NO. 12-7405-65467SUFF SCHEDULE A-I (Description) ALL that certain plot, piece or parcel of land, situate, lying and being in the Hamlet of East Marion, Town of Southold, Countv of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the northerly line of a 16 foot private road known as "Rabbit Lane" 561.95 feet easterly along said northerly line from Bay Avenue, said point of beginning being the southeasterly corner of land or Curran; from said point of beginning running along side land of Curran, north 34 degrees 12 minutes 40 seconds west 175.00 feet more or less, to the shore of Marion Lake; THENCE easterly along said shore of Marion Lake, 40 feet, more or less, to land of Koch; ')'HENCE along said land of Koch, south 34 degrees 12 minutes 40 seconds east 165.00 feet, more or less, to said northerly line of "Rabbit Lane"; THENCE along said northerly, south 46 degrees 59 minutes 50 seconds west 40.00 feet to the point or place of BEGINNING. ALSO a right of way over said 16 foot roadway from the easterly line of Bay Avenue easterly to the easterly line of the prem ises. ALSO a right of way over a strip of land 8 feet in width, beginning on the southerly line of said 16 foot roadway about 60 feet westerly from the premises hereby conveyed and naming thence southerly to the Bay. ! For Information Only: Remises also known as 565 Rabbit Lane, East Marion, New York. District 1000 Section 031.00 Block 17.00 Lot 014.000 j ,III ii I i THE POLICY TO BE ISSUED antler this commitment will insure the title to such buildings and improvements on the premises which hr law constitute real property. FOR CONVEYANCING ONLY: Together wah all the right, title and interest of the party, of the first pan, of in and to the land lying in the street in front Df and adjoining said premises. SCHEDULEA-1 (Uesmplion) Rev. 103/041 ! f~ Town of Southold Annex 5/15/2013 54375 Main Road Southold, New York 11971 PRE EXISTING CERTIFICATE OF OCCUPANCY No: 36238 Date: 5/15/2013 THIS CERTIFIES that the structure(s) located at: 600 Rabbit I.n, Fast Marion SCTM 473889 Sec/BlocktLot: 31.48-13 Subdivision: Filed Map No. Lot No. conforms substantially to the requirements for a built prior to APRIL 9, 1957 pursuant to which CERTIFICATE OF OCCUPANCY NUMBER Z- 36238 dated 5/15/2013 was issued and conforms to all the requriements of the applicable provisions of the law. The occupancy for which this certificate is issued is: seasonal one family dwelling with accessory paraec.* NOTE: Extensive Structural Damage by Hurricane Sandy. The certificate is issued to Gray, George & Melhuish, Kathryn Gray (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED *PLEASE SEE ATTACHED INSPECTION REPORT. Auth ' Signature" BUILDING DEPARTMENT TOWN OF SOUTHOLD HOUSING CODE INSPECTION REPORT LOCATION: 600 Rabbit Ln, Fast Marion SUFF. CO. TAX MAP NO.: 31.-18-13 SUBDIVISION: NAME OF OWNER(S): Gray, George & Others OCCUPANCY: ADMITTED BY: Joseph Chemushka SOURCE OF REQUEST: Gray, George & Melhuish, Kathryn Gray DATE: 5/15/2013 DWELLING: # STORIES: 2 # EXITS: 3 FOUNDATION: locust CELLAR: CRAWL SPACE: BATHROOM(S): 1 TOILET ROOM(S): UTILITY ROOM(S): hot water heater PORCH TYPE: DECK TYPE,: PATIO TYPE: BREEZEWAY: FIREPLACE: 1 GARAGE.: DOMESTIC HOTWATER: yes TYPE HEATER: electric AIR CONDITIONING: TYPE HEAT: WARM AIR: HOT WATER: # BEDROOMS: 2 # KITCHENS: 1 BASF.MFLNT TYPE: OTHER: ACCESSORY STRUCTURES: GARAGE, TYPE OF CONST: accy one car garage STORAGE, TYPE OF CONST: SWIMMING POOL: GUEST, TYPE OF CONST: OTHER: VIOLATIONS: REMARKS: INSPECTED BY: GARYF DATE OF INSPECTION: 4/25/2013 9 TIME. START: _ END: LOCATION: - (number & street) (municipality) SUBDIVISION: MAP NO.: LOT(S): NAME OF OWNER(S): OCCUPANCY: (type) (owner-tenant) ADMITTED BY: OS-gD# C_# CCCOMPANIED BY: KEY AVAILABLE: SUFF. CO. TAX MAP NO. 1000- SOURCE OF REQUEST: DATE: DWELLING TYPE OF CONSTRUCTION: tj~6 a4,,1_ 4 STORIES: H EXITS: 3 FOUNDATION: CO CA4.5 i _ BASEMENT: CRAWL SPACE: _ # OF BEDROOMS: 1ST FLR: 2ND F'LR: 3RD FLR: BATHROOM(S): - TOILET ROOM(S): UTILITY ROOM: Nlf&V4( 46„*a PORCH TYPE: DECK, TYPE: PATIO, TYPE: BREEZEWAY: FIREPLACE: a GARAGE: DOMESTIC HOTWATER: *r TYPE HEATER: ft • AIRCONDITIONING: TYPE HEAT: _A6XP_. WARM AIR: HOTWATER: N OF KITCHENS: 0T^ / FINISHED BASEMENT: YES NO OTHER: E.!C.~-r1tf~ }Qi , ACCESSORY STRUCTURES /A4~ GARAGE, TYPE, OF CONST.: OlkR- GO_ STORAGE, TYPE CONST.: SWIMMING POOL: GUEST, TYPE CONST: OTHER: VIOLATIONS: CHAPTER 144 & N.Y. STATE UNIFORM FIRE PREVENTION & BUILDING CODE LO ..ON - PTfON ART. SEC. REMARKS: ? INSPECTED BY: 72 DATE OF INSPECTION: /j TIME START: END: S p 3 xu*rruxE rrr GOx K1. xJ ZEE SEC. M. SEE SEC. NO W2 xa%W1 LINE BLS%MATCN__~ _ LINE_ \1 MATCH 35 FOR FOL NO. r I to " rr 1xT~ ~,1\ SEESSO.NO. ^x Aa 0II.m610.a 12 5 Au tGpBIMkE~ 1.7A O yip e. J q~` x ~Y fi- IOMlK6MtKaD fi e n e • 9 S ~\F1` dN~ y qp v1Ald" p. r ,r T en A < aAH, Y i II 9 it 5 / • 1bA 1.1AK } t.M(d Z 5 e: e t i Q 1 m t36Hc1 Tr MAIN M 10.6 7 tT w 19 (M.'xp°`~ t N 5.1 1\!~ •6 a p u, is :5A o 4: a A t 25A e1 b 1 liµd a i^ aeN.°11 iz 1 s a1A S YANd IJ 'V e 1® 2a A.A a y ~ 1 Q 1b % 1 O TPµd A ~r oa. ed?` fiy 12 e e 1 wA Li' p 0 j FAST NImEx Z \ °N< r/ I ~ 1`, 1~ \ CMEIBN ? ITjL1/ ~J 4 a rw.N OFSanHO1u $ e e / 4g IL'1 e 1® yn MARION LAKE e` n t S i y N ` t6sAld • / n a ~ 1 Tt° ~ A n V' n All, L s 3 e MARioN LAKE V e ]DA _ tONN-Ii GF Bf31RN0111 26A _ /M~11L - 1 Z. b ^ N O a 4 a x Y er N' ° t I a@ ,oxxs >aLiEN= COUNTY OF SUFFOLK © ear, NonCE Reel PmPertY Tex $e(vif eAQe1x.Y v o+o m+ wiaEaF a.,,Nim+rrNtN+wMyi,NrlNa to e.. - ,max wt+Na>AN.raxtoNV nc Sam= CHERNUSHIfA Property Situate: soo Rabbit Lane; East Marion, New York SCTM 1000-031-18-013 (Photo taken oil Jawall.y 29, 2013 i EXISTING DWELLING i 1 li ~ i6¦ ~ ' x. I i 7m 7 .k Photograph indicating the current conditions of the rear of the existing Single-Family Dwelling within subject property following Hurricane Sandy. Photograph taken from the shoreline of subject property and Gardiners Bay, facing northwest. CHERNUSHKA Property Situate: boo Rabbit Lane; East Marion, New York SCTM i ooo - os 1- i s- o j s (Photo taken ai Jawan.-il l9, 2018 I7ISTING DWELLING V 4 - I r ,.ye• i~ ~yy~. yr, ,-~.~,1' - - _ ~y r7K'7 ~ ~ _ _ / t~ ~ r ~f.?~~ IMO;. - Photograph indicating the current conditions of the front of the existing Single-Family Dwelling within subject property following Hurricane Sandy. Photograph taken from Rabbit Lane, facing southeast, towards Gardiners Bay. N Sc SURVEY OF PROPERTY O' AT EAST MARION T Q ~ TOWN OF SO UTHOLD 6 SUFFOLK COUNTY, N. Y, by Test Boring McDonald Geosciance 1000-31-18-13 Z 03101113 as ~Q~ xN~o o SCALE. 1'=20' _ T FEBRUARY 6, 2013 MIXED SAND AND 'til a~• v F&9. Z5, 7 2013 /rovWml ~y LOAM ,p~9 pn Oq AUG 25, 2013 (ETB CKS) 3.8 EL 0.5 WATER SAND W MIXED WATER IN BROWN m- BOG PTA 1 ~4~ Z e• _ Z WATER IN BROWN ~b CLASYEY SAND X60{ P " ~5 0~. ®SR~ ~ 91 0P c~0 P'`k5 , ~,~61 119 ~yG WATER W PALE BROWN F91E TO 15 mow. COARSE SAND y \ y SW ems. e 4l I7• '1°' a^ o~? RAIN RUNOFF CONTAINMENT 4c ~y. N ~c{p?/ HOUSE 8 952 x I 0GARAGE -952 .17 7 = 162 2 C c if. 5 ii:z x 0.1 = . T. provide 2 DRY WELL 8 x 2' Deep Kkk ~.d / xY or equal y O ° d 1 s •z~ REPLACE STORM DESTROYED ~G~ ti X53 ° L ° R„ \ ~r SECTION OF EXISTING DWELLING o~ IELEVATE HOUSE TO FINISHED FLOOR TO ELEVATIONS NAVD. Z h DO 1Ap ~~y Q P~EOF NEW MEr~ Q~r AREA 6,758 SO. FT.oP ek~~ I TO TIE LINE ELEVATIONS REFERENCED TO N.AV.D.'88 ,T J r FLOOD ZONE FROM FIRM RATE MAP N.Y.S. LIC. NO. 49618 MAP NUMBER 3610300177 H SEPTEMBER 25, 2009 ANY ALTERA77ON OR ADDITION TO THIS SURVEY IS A WOLATION ECON/C SUffWYORS, P.C. OF SECTION 72090E THE NEW YORK STATE EDUCATION LAW. (631) 765-5020 FAX (631) 765-7797 EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CERTIFICATIONS P. D. BOX 909 COASTAL EROSION HAZARD LINE FROM COASTAL W -MONUMENT HEREON E VALID FOR THIS T H ANDSOPIES THEREOF SLY /FOR 1230 TRAVELER STREET SAID MAP OR COPIES BEAR E SEAL OF THE EROSION HAZARD AREA MAP PHOTO NO. 48-636-83 0 =REBAR W HOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 F13-116 i z 0 O p NQ it W _I F- J Q 2o'-0" W ~0 6'1FF 6'14%1" (n 6'-5" 6r-41/2" Z) 4X12 GIRC f 1 4%12 GIRDER " O 4X12 GIRDER - LU U --_9X12 GIRDER---~n In cr) 1-4 49C pq N mrr w x;' ~ cSxocF'n ro Z V CD C J w 4X12 GIRDS 4X12 GIRDER AXI2 GIRDER GIRDER " W 10"dia PILE 15 TON ULTIMATE r` 0 EXISTING CROSS SECTION 0 2 CAPACITY (Typ) Z r ; 20'MIN , LENGTH OF ° Q INSTALLED PILE X Oil z SCALE: 1 EXIS„NG /4 = 1-0 CHIAVINEY m, . 0 0 c cn rr _ 4X12 GIRDER Q 4X12 GIRDER 4X72 GIRDER W (n i M Q n u ii LL o r. 11-7/8 ML RIDGE "o Z " mrr Irk O (EXISTING 1 COS u G Orr RR @70OC STOOP 2X10 ~ ~ ' 4X12 GIRDER 4X1261RDER " 4X12 GIRDER r. r - 4X72 GIRDER _ _i EXISTING lffILITY SHED r M ri r .r m . 41-011 rv to"dla. PI 1 W 10"dia. PILE 15 TON ULTIMATE W REBUILD O _ SIDING PER OWNER co C LEOGEa eonaproEE FnsrENOEp \ O w/ UNDER, CAPACITY pYP) 0 m (J Z rpeNGWI1g1NSER _ OVER 1/2" SHTGSHTG R;io In SELFCOUCOUNIEREINKING SCREW, EWS ^ 5IUD WALL @ 16"OC Im 20' MIN, LENGTH OF Z'~`i rv ~l 2X4 T 2O Q SCREWS B 16.OC) INSTALLED PILE co Or ~ I~ Z CO Zit LLJ 3"SUBFLOOR 4X12GIRDER AX12 GIRDER J X ~J -"-__4X12 GIRDER-"-" " 4X12 GIRDER"-- - Z m ~ co o o EX WALL TO BE REMOVED SISTER/ADD 2%1o DFM2 REPLACE w/ NEW BEAM TO EX FJ@16"OC (1020 O E%ISIING ~ a sooP REBUILD W LL EXISTING EXISTING o 6'-411A a SIMPSON TSP EVERY 5n 6'-4/A" CL ' 6'-5" a RECONSIRUCTEO OTHERJ ISTGYP) FI R57 FLOOR N Wd%IO 5151EREp 7p 3%65816.OC r/~~ K" - 20'_0" 5.. - rUU-NUA 1 ION P L A PLAN o PROJECT NORTH SCALE: 1/4" @ET GRADE EL 4.5' NO CHANGE IN 4 O GRhpE ELEVATION DRAWN BY: JF Friday, September 3, 20 10"dia. PILE 15 TON ULTIMATE OF NEW yo SCALE: 1/4" CAPACITY (TYP) 20' MIN. LENGi} OF PILE PILE vAsc INSTALLED PROPOSED CROSS SECTION r oy~ SHEET NO: SCALE: 1/4" = 1' 0" q0 SSIONP~ (n z O H H W H J Q W Cr) O W nx z a ~ pq cr- ZC)~~ p,i `D W Ful J J W J Z O CA ¢ w DE EL 4S M ~~NORTH eLeinnON SCALE: 1/4" V-O" =ONSTRUCT co w W Z_ C7 Z roZm w f0~ N Z Co O p o~M a0m W O LL ~*e a. a fULAQ, DRAWN BY: ]F Monday, August 26 20 ~pF NE{yr SCALE: 1/4" = V-0" y~ F\SCNFr O.g. C s SHEET NO: WEST ELEVATION 2 h G sic SCALE: 1/4" = 1'-0" SION~~ I i En z O H Q W J Q W N O = z LLI to x "yw HQ v' p O Z V (D d H W J FF FL.9Q - FF F .ss' J W 3 0 J Q C+RApF FI 45' Z 'O V/ SOUTH ELEVATION Q SCALE: 1/4" = V-0" 'W V/ RECONSTRUCT EXISTING LL co w I I.I Z Z Ztn w XON a m O ~ U o:) M ~Och 10 O -1 F E a ¦ 77] DRAWN BY: JF GRADE EL 45' Monday, August 26 OF NEwY SCALE: 1/4" = V-0" ~p~scNF~ q~ EAST ELEVATION E5 SHEET NO: SCALE: 1/4" = V-0" r w z O H Q W H J In JL~ Q W 20 1-011 D O - 11 5" z qw 4X12 GI 4X12 GIRDER 4X4 GIRDER 4X12 GIRDER - w y M O ~2~ ~G a N „x oo C m c3 V V~3 11 i~X N X~~ N z ~y K H W J O O " 4X12 GI ZW " 4X12 GIRDER 4X12 GIRDER 012 GIRDER ° Q 10"dia PILE IS TON ULTIMATE D. CAPACIT'(TYP) f - z ip 20'MIN LENGTH OF C+ p.. Q 'O ,x INSTALLED PILE w m~~ O N o ExImNG 0 Q EXISTING CROSS SECTION `m CHIMNEY W SCALE; 1/4" = 1'-0" Cn a 5 GI i 4%12 GIRDER 4%4 GIRDER 4X12 GIRDER___ ' 0 - m M n n .1 n u.0 rv Zo R ;;o ism 11-7/B ML O EXISTING RIDGE STOOP 4X1261 1/2" CD%SHTG, ' 4X12 GIRDER 4X12 GIRDER 4X4 GIRDER ' EXISTING ap UTILOY SHED i m 4 2X10 RR @16"OC J „ 2XB C 016"0C - ---4.0----' - W ~ 4.011 41 m 10"du. PILE 15 TON ULTIMATE ,i D rZrT^~ EN CAPACITY ~ " rv v } SIDING „p O klSTUDWALL@1fi'OC 20' MIN LENGTH NGTH OF jJ Z Z LO REBUILD Q NDERLAYMENT ~m 50 INSTALLED PILE 0W 4p N -j X -Li VER iR"SHTG n LEDGER BOARD TO BE FA NDED I_ " o~y, o p OUNG WIIH TMBHRLDK~ SE " I` C SCREWS SELF E2SCREWsQ @l6. 16' SCREWS z SO 2 IS SCCRE04 _ 4X126 4X12 GIRDER 4X4 GIRDER 4X12 GIRDER - O Its a o w C CID 3/4" SUBFLOOR p ETOOP W 2 Rn4K'D _ _ _ _ STOOP ILL. SISTER / ADD 2X10 DFM2 ? ? ? to EX WALL In BE REMOVED TO EX FJ @ 16"OC REPLACE w/ NEW BEAM REBUILD?I EXISTING E%16TING 6'1 61-41/211 6'-5" 0-41/2" ' O 511 20-_o" 5.. SIMPSON TSP EVERY OTHER] ImEnP, FOUNDATION ,TION PLAN E~ PROJECT NORTH _ FEEL-99_ N W l 10 514ERE0 TO W FJ W1 OC SCALE: 1/4" = 1E-0" l4" = 1'-0" ~J " DRAWN BY: JF Monday, August 26 201 of NEKr yp SCALE: 1/4" = V-0" GRADE EL 45' aPSCNF~•91- 9 SHEET NO: z 10"d1a. PILE 15 TON ULTIMATE s25,° Ems' ~J 20' MIN. LENGTH OF UPA°TM"T" CROSS SECTION aq sjo~*` INSTALLED PILE SCALE: 1/4" = P-0" cn z O H Q fz W H J Q W N D I~. =S Z H nx z 3'-C H y H 3'-0" x 5'-p" 3'-p" x 5'-0" 3'-0' x 5'-0" 3'-0" rc 5'-p" 3'L" x 51-1" Q y ~ ~y Q s o ~x~H Q Q U GAS w/DIRECTVENT H OR WOOD wrl-H J CHIMNEW J LJ.~ 2432 2432 3 _ o O ° J CI Q O z Ln O,^ vI T-o^ Q 5'_71'4" w N 1 M m v 0 0 EX. STAIR Q (NOTTO CODE) O s CLOSET r 4~_B,b" 8•_1•• EGRESS CX135 CX135 CX135 L -J 3e w (EX 2'-S" OPNG.) p • Z I EX. BATH U~ V` 00 REFRAME EXISTING J Z Z n EX KITCHEN BUMPOUr w Z; M4 00 (MECHANICALS) J O Op IXL (p Z ED = r p o~M dOco, A251 LiL w 2ND. FLOOR PLAN FLO( FLOOR PLAN SCALE: 1/4" = 1'-0" 1ST' SCALE: 1/1 SCALE: 1/4" = P-0" PROJECT NORTH N PROJECT ,,OJECT NORTH N DRAWN BY: IF Monday, August 26 201: or mg SCALE: 1/4" = 1'-0" 5 SHEET NO: ZN J Fogg 052 _ , SIQ WIND LOAD PATH CONNECTION AND CONSTRUCTIi USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLA UCTION DETAIL DRAWINGS z ED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. O Q KING STUDS Ld ENOWALL CRIPPLESTUD RAFTER WALL STUD RIDGE LEDGER BOTTOM PLATE LEDGER BATHTLR SIDENVAL HEADER V L DOUBLEJOIST L FLOOR USP NUMBER DESCRIPTION APPLICATION JACK STUDS RAFTER TER J YST A055 HOLD GOWN CONNECT To' SIDE OFALL CORNERS ANCHOR TO FOUNDATIONWI ANCHOR... T. O y+ CONNECT TO I SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPILATION LOCATION USP NUMBER DESCRIPTION APPLICATION 2N0. ADSS HOLD GOWN BOTHBOT.PUTE OF2NDFLOORANOTOP RAFTER SRE USP NUMBER ANCHOR PLATES OF IST. FLOOR CONNECTTHROVGH ALL OPENINGS LSTA12 1-1/4x12208. STRAP APPLY TO ETCH JACK STUD ROOF US1 4 1-1M'x24"20DR. STRAP APPLY OVER RDGETOEACHFRAFTER 2x6-2xS L52fi iBga 2E USP NUMBER pESCRIPTION APPLICATIO BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT W '~]'ly Oz THE FLOORS TO EACH OTHER W/THREADED ROD ALLOPENINGB ftT30R R1T TYDOWNANCHOR APPLY TOEAIH CRIPPLESTUD SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR v~ L52fi iBg.. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNRER WALL. 2X10 L.210 iBga WALLSTUD LS210 SLOPE HANGER APPLV TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE 2 BLOCKING 024"OC Q ^J F~ LL !W-j p~a1 THE \`1 THROUGH-ROOF EXHAUST W ry METALSTRAP \EA LOC VENTS SELECTED AND FFi a LOCATED BV CONTRACTOfl r T~ IF+yT O _ _ GRICIET RIMBOARD "MC, TT-0P-BIDE OF NEY SILL PLATE(S) RAFTER AS REQUIRED CHANNEL Z V b Vw`JI~ ' WALL SHEATHING RAFTERS RAFTERS F--I W MAINTAIN FOUNDATION - SIDEWALLFLASHING VENTILATION WOOD JOIST TOP PLATE STAFFING TO BE ATTACHED TO WALL STUOG 049"OC FINISH WALL AND MOISTURE BARRIER WALL TO LAP FLASHING .LOCH NG W 2x4 LEDGER BLOCKING AND ALL WINDOW/DOOR OPENING SACK STUDS AT AT WALL- MAINTAIN GAP AMC SHALL FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM MUM NEf FREE VENTILATING. _ BE PROVIDED WITH A 2.x4 SOFFIT JOIST NET BE PROVIDED WITH INSTALL 4'0' O. C. / ROOFING TO AVOID SOAKING WALLSTUD NOT LESS THAN 1/150 OF THE ARE T FREE VENTILATING AREA FASCIA 0 IAN 1/150 OF THE AREA OF GUTTER -e" LSTA24 1-1/4x24"208e STRAP AND JACK STUDS THE SPACE VENTILATED ALL OPEI ON ALL OPENINGS SHALL BE COVERED WITH CORROS 'ENTILATED ALL OPENINGS WOOD GIRDER J IVERED WITH CORROSION- ONTIN SCREENED VENT PROVIDE HEMMED EDGE AT RESISTANT METAL MESH N ME! SIO W-14' LSTA30 1- INSTALL JACKSTUDS FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION gPPLICATIWN OPENINGS OF%INCH WDIME IMENSI01 1/4'x30" iBBa STRAP AND JACK STUDS AND 50 AS TO MAINTAIN NR 1ETAL MESH WITH MESH CONTIN SOFFIT / EXT. PLYWOOD ONALL OPENINGS GAP TO PREVENT CAPILLARY 4'6"RAFTER RT10 10314"x 188a, TYDOWN ANCHOR CONNECT DO -u INCH IN DIMENSION SOFFITED EAVE Z 14" INSTALL 40"0.C ACTION EACH RAAFTTEE ROOF 16" LSTA36 1-1/4'k36"1A8a. STRAP AND JACK STUDS V-12"RAFTER RT20 21-018" x 208s. TVDOWN ANCHOR ~O ON ALL OPENINGS KEEP ROOFING NNLS OUT EACH METE=R ROOF VENTILATION / PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND N OVER BEARING WALLS AND HEADERS i/ 2ND FLOOR WALL OF FLASHING 50FFITE 50FFITED EAVE DETAIL W ROOFING LAPS BASE FLASHING 4INCHES L BASE FLASHING WRAPS GOPHERS, RAFTER / \V\/ ENDS DS UNDER SHINGLES AT SIDES 4INCHES AND UPS RIDGE CAP OF SAME U) MATERIAL AG ROOFING SHINGLES AT BASE MIN. 4INCHES NAILED TO SHEATHING THROUGH VENT TOP PLATE WOODJOIST SIDE WALL FLASHING; 1ST.FLOORWALL STAFFING TO BE ATTACHED TO WALL STUDS @49"OC AND ALL WINDOW/DOOR OPENING TACK STUDS METAL FLASHING AT ALL EAVES, SIDMALL9, WALL STUD GIRDEWHEADER FLOOR JOIST DEPTH LOP NUMBER DESCRIPTION APPLICATION AND RAKES - PROVIDE HEMMED EDGES SO WOOD JOIST INSTALL 4'0" O C. AS TO FORM DRAINAGE CHANNELS AND RAFTERS 4'~8' LSTA36 1-1'x36' I SIR STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION TER. ONALLOPENINGS PRE-MANUFACTURED INSTALL 4'0.O.C RAFTERMLATE RT15 TYDOWN ANCHOR CONNECT EACH RIDGE VENT FOLDS IFALTURED KEEP SHEATHING MIN 1-1/T B.-R. MSTA48 1-1x40' 1fi8e STRAP AND JACK STUDS METER TO PLATE OVERRMT SL RIDGE TO ON ALL OPENINGS PUTEMALL SPTH4 STUD PLATE ANCHOR GONNECTOVER [ONFO TO SLOPE R FOLDS FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I1I 'E TO AIR PASSAGE THE PROPER STEEL CONNECTOR LL PLATES TO EACH STUDD OE ROOF TO SLOPE IF ABLE, SET FIR JOISTS APROX 1/2" HIGHER THAN LVL HEADERS ti W TO ALLOW FOR SHRINNAGE I REDUCE BUMP OUTS w DEL SILL PLATE Z TERMITE SHIELD SILL GASKET NP GOING FOUNDATION A CONC. SLAB GASKET BUBFI.oOR Z 'o Z 1V WOOD JOISTS ~~Olj` 01 DAMPPROOF EXTERIOR A fi MIL. POLY • NEOPRENE \ EMIL POLY ON EXTERIOR V GRANULAR FILL ~II / 2x6 /2xB CONTINIION5 WOOD PLATE -i X J~ N STEEL COLUMN . ).A i 80LTEO TO STEEL BEAM WITH Q O O tl] IR " OIA. SOLID 48" o.c. STAG. Z F A x CONC. SLAB 4 • ° •A - 1 < ROOF JACK •4 • v I COMPACT FILL 1p I I1 ` STEEL BEAM _O//~ a O KEYWAY DOTING . v n ~i •p Q . FTC. ° A A ROOFING UPS 4" x I/4" x B" STEEL AAA C" GOING. ° `A 0'A G o FLASHING AT TOP AND BOTTOM PLATE ui ° ANCHOR BOLT CONNECTION USE WITH US SQUARE WASHERS SIDESANDTOP ORhIN TILE A, REINFORCING BAR " (USP MPS58 OR SPECS) WITH VS' x 6" ANCHOR BOLT w I/T' GROUT 11 P ANCHOR BOLT CONNECTION FOUNDATION 510' CIA ANCHOR BOLT SUPPORTING MAXIMUM SPACING FLASHING UPS SILL PLATE TO FOUNDATION 1 STORY TZ' OC ROOFING AT BOTTOM - I 3" STEEL COLUMN O TTOM _ T 10 KIPS) 1~ of CRAWL SPACE OR FOUNDATION TYPICAL CONC FOUNDATION APPLY PILASTERS SILL PLATE TO FOUNDATION WHERE NEEDED FOR STRUCTURAL BRACING MIN 3' STEEL COLUMN ANCHORED TO 2eQ,F'x12" CONC. US CRAWL SPACE OR FOUNDATION 2 STORIES 36' OC TYPICAL BEAM DETAIL WALL BOTTOM PLATE TO FOUNDATION 1.2 STORIES 5T'OG S ON ROOF JAS STEEL / BOTTOM BEARING ROOF JACK1yS///</VENTS DETAIL COND. SLA~~Bp~p~ US 10110 YVYOV, ~I\Y/ COMPACT FILL nnR~GE- I nnRG '~ff~-DOOR FRAME ~T~SUBFLOOfl E~yi v///~ 111f'=' USE 2XI TO15I P.T. PLATE 4" GLA6 4" 8"s FOR BLOCkOIR STEEL BEAM 1/2" A[q ALE 3P/' W/ GXG WMM W/GXG WMM - SLOPE 0. • n 4bRIVEWAY--0~ NOTCH TOISTAND LATEST HEEGHF DRAWN BY: ]F 9 GRADE AT END AND a _ p"o ~n e'a cfp vQ•< a e DESOFWOOD n, , • I , Inv (WITH AA[NG PLATE I NEEDED) I2_ D D r BXB W.W.M. - - " 4 BE.IMS `A D ' i o TO O BE BE AM TO ALL OR H RISH GHER THAN STEE BEAM Monday, August 26 201: n MIN :/0 n(!•p ACA ~4v r•• REINFORCING BAR NOTCH BEAM FOR MUDSILL IF REQUIRED MAXIMUM - • d • > •;p - (PROVIDE STRAPPING ING TO TO KEEP JOLiTG ALIGNED • G A Q . •o ~ DRAINTILE REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM - NEK SCALE: 1/4" = 11-0" 12SHEET METAL / 30- FELT UNDER BEAM AT POINT a•, ti L iscHFa p9 OF CONTACT WITH CONCRETE OR COE BLOCK _ TYPICAL CONC MONOLITHIC FOUNDATION, REINFORCE WITH 121 x4 REINFORCING BARS TWCHEN SLABS BENEATH BEARING WALLS AND COLUMNS. SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH k) 4 REINFORCING MRS. SHEET NO: 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE I GARAGE DOOR BLOCKOUT BEAM POCKET SIONP~' i z 0 H Q GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1) RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: 1-114" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL UJI OCGJ ANCY GLASfiIFICATION R SIDENTIAL L When a collar tie is usedmleuofa ridgeStrap, the nueeerof l0dcommon nails required qTY. SPACING NOTES BUILDING USE RESIDENTIAL DWELLING rJ CONSTRUCTION NOTES: I. each end ofine collartie need not exceed the tabulated numberaf Bit nails in the strap. RAFTER TO e'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT The Information belsthis sea construction documents is related to basic design 2). RAFTER O-WALL ASSEMBLY: TOP PLATE 10'WALL: 4-8d COMMON RAFTER intent and framing tlemils. They am re Intended as a construction aid, net a substitute LatePil taming and shear .If connections for rafter, walling or truss to lop plate shall be In CEILING JOIST B' WALL: 3-Btl COMMON EACH TOE-NAIL TOTAL 6O. FT. OF CONSTRUCTION for generally accepted good building practice and compliance with torrent New York accortlence to table 3.3. When a rafter or truss do not fell In line with studs below, rafters TO TOP PLATE 10' WALL: 4-8d COMMON JOIST W State building codes. The General Cuntmdor is responsible for providing standard or tresses shall be attached to the wall top plate and the wall tap plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH construction detail. and Procedures to ensure a professionally ftnished, structurally the to the wall stud with uplift connections. Roofs overhanging the Pike side of the building FACE DE51GN CRITERIA PRESCRIPTIVE AS PER N,Y,S. RESIDENTIAL CONSTRUCTION CODE AND Cn M-SBC LAP NAIL sound and a weatherproof completed Product shall be connected with uplift connections in accordance with table 3 3c CEILING PARAAAALLEL LEL RA RA LFTER APS AS PER WFC TA SBC EACH FACE CURRENT 6BC HIGH WIND EDITION WOOD FRAME CON6TR110TION MANUAL 2) The General Contractor is responsible far ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENE AL NOTES 0 W meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections In COLLAR TIE AS PER TABLE 3.4 EACH FACE These cures are th be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall In line with studs below, the TO RAFTER WFCM -BBC END NAIL EXT. BALCONIES 60 2 DECKS 40 should be adhered to even If Invariance with the plan studs shall be attached t° a common member in the floor assembly with uplift connectors In BLOCKING EACH TOE ATTICS w/o STORAGE 10 U) I -I accordance with table 3 3 2- lid COMMON 3) Dimensions shell take precedent over scaled drawings. TO TO RAFTER RAFTER END NAIL (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TORAFTER 2-16d COMMON EACH END First wall studs shall be connected to the foundation, sill plate, or bottom plate with upldt END NAIL ki DESIGN LOAD CALCULATIONS ATTICS w/ STORAGE 20 ~ h F-I III--O ROOF (GROUND SNOW LOAD) 20 x./ (LIVE LOADS PEP) -~~i11 4). The designer has not been engaged for consWotion supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7Inches in concrete WALL FRAMING: ROOMS (OTHER THAN H4N SLEEPING) 40 ~.L ry jaQy responsibility for construction coordinating with these plans, nor responsibility for foundeflon and slab-on-grade, 15 inches in masonry block foundations, or lapped under constmtlion means, methods, techniques, Sequences, or procedures, or for safety the plate and nailed In accordance with table 3.3b. When steel straps are lapped under the ITTA ROOMS (SLEEPING) 30 ,r STAIRS 40 I 44 ESCRIPTION NAIL NAIL NOTES PramuNoms and programs In connection with the work. There are no warranties far a bottom plate, 3 Inch square washes shall be used with the anchorbalts. Anchor bolt qTY SPACING )TES GAURDRAILS (ANT DIRECTION) specific use expressed or Implied In the use of these plans. spacing is M be spaced and sized In accordance to table 3.2a. In addition to spacing, LATE TO 2-16d COMMON PER FACE NAIL V ZOO O ENAIL XPOSURE CATAGORY C'q anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all PLATE 5). Refer to the Window and Door schedule for exterior openings. comers. LATES AT FODT JOINTS SEE FACE NOTE 1 DOTE TOTE 1 LOAD PATH z O SEE CONSTRUCTION ANDWIND PATH CONNECTION ECTIONS 4-i6d COMMON JEA. OINTE NAIL 6). The General Contractor Is to ensure that masonry or prefabrected fireplaces meets 5) TYPE IEXTERIOR SHEARWALL CONNECTIONS \CE (ROOF - FOUND TION) DETAIL AGE 4 GEN AL NOTE AGE J AIL E NAILING SCHEDULE or exceeds manufacture's specifications and applicable codes. Type l exterior shear walls with. minimumof7116Inch wood st.1tural penal on the exterior UD TO 2-1fid COMMON 24" FACE C SEE GENERAL NOTE PAGE J attached with Ed common nails at 6' o c at the panel edges and 12" o c. In the field, and TUD O C. NAIL 7). The General Contractor m to consult with the owner for all built-in ft... 1/2 Inch gypsum wallboard on the Interior attached with but cooler me. at r a.c. at panel DER TO 15 O.C. FACE AIL EG F55 5 m.: 5 FLOOR L4145 AND WINDOW SCHEDULE La such as bookcases, shelving, pantry, closets, toms, ale edges and 10" O.C. In the field shall be in accordance with the length requirements specified ADER 168 COMMON ALLONG EDGES NAIL \CE FIRE PROTECTION B 3 AIL (SMOKE 4 C01 ETECTORS) A SEE FLOOR PLANS 8). Wind load requirements shall be taken into account during construction, in table 3 15.-b. TOP OR BOTTOM 2- lad COMMON PIER 2x4 STUD ENO NO 1165 DE616N N/A - STAN ARD STICK FRAME CONSTRUCTION 6) TYPE II EXTERIOR SHEARWALL CONNECTIONS' TO STUD 3- 16tl COMMON PIER2xfi STUD NAIL FOUNDATION NOTES: Type ll exterior shearwalls shall meet the requirements of table 3.15.-b times rhea ropriate PLATE TO: AIL ENERGY CALCULATIONS RESCHECK _J JOST, 2 - i6d COMMON PER FACE NAIL 1) The General Contractor antl Meson to review plans, eleva0ons, retells and notes to length adjustment hectors in table 3 16. pp T, BAND OR BLOCKI IT, FOOT SEE NOTE: 1,2 =NAIL CLIMATIC & G determine Intend ed heights of finished floor(s) above typical grade. 7), INTERIOR SHEARWALL CONNECTIONS 9TE: 1,2 EOGRAPHIC DESIGN CRITERIA Q GROUND WIND SEISMIC FROST WINTER ICESHIELO 0 2). All footings to rest on undisturbed (virgin) sail, (MIN SOIL STRENGTH AT 2000ps1) Allowable erawall lengths provided In table 3.14 shall be permitted to be increased when FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UN REQUIRED NT FLOOD z Interior shearwalls are used. Sheathing and mnnections shall be In accordance with JOINT DESCRIPTION NAIL V 3). Provide 1/2" expansion joint material between concrete slabs and abutting 2.4.42 and 2.2.4 respectively. QTY concrete or masonry walls acouring in extorter or unheated lnterlar areas. JOIST TO: B). CONNECTIONS AROUND EXTERIOR WALL OPENINGS' SILL, TOP PLATE OR GIRDER 4'Bit COMM4) Any new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall he attached with uplIM connections In accordance BRIDGING be Installed with 714 re-bar, 18" long at 12' o e. Use approved epoxy for installation with table 3 5. Window sill plates shall be have steel connectors In accordance with table TO JOIST 2-Ad COMMO3.5. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 20 CBS. 110 B SEVERE 3FT. MODERATE SLIGHT TO 11 NONE Q TO HEAVY MODERATE - LILT ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: to 5). Unless otherwise noted, all slabs on grade to be 3500 p s.i. Concrete to he BLOCKING 2- 8d COMMOPoured on 4 inch thick sand or gravel fill with INS wire mesh minf acing Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: TO JOIST to be minimum 3-1/2 Inch thick All fill to be compacted to 95% relative density with Where a ridge Is to be used as a structural beam, the rafters stall either be notched and BLOCKING TO. 3 -i6d COMMON EACH d RMEDIATE SHEATHING LOCATION NAIL SPACING MEN& AT PANEL EDGES NEL FIELD NOTES PERIMETER EDGE ZONE 8d -COMMON @ 6" O C. O.C. SEE NOTES: 1,3 6" maximum lifts (layers) anchored on lap of the beam or slope conneclms shall be attached to each ratter-to-ridge SILL OR TOP PLATE BLOCK 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one a along the open telling pariof the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH Bx16 cast lose foundation vent far every 150 eq. R of area. ttached with the above re.... omme. TO BEAM 3 - i6d COMMON INTERIORZONE Bit COMMON ® 6' O.C. " D.C. SEE NOTES' 1 ( BOTH FIELDS) NOTE:2 FOR PANEL FIELD GABLE ENDWALL RAKEANO RAKE TRUSS Bit COMMON®4"O.C. O.Q SEE NOTES: 1,3 JOIST 7).Damaproafexteher of foundation with bituminous mating as per DECK AND COVERED PORCH NOTES: JolsTON -LEDGER 3-Bd COMMON PER N.Y.S. Resitlentlel Construction Code. A 6-mil polyethylene film shall he applied over 1). Unless otherwise noted, all framing material to be #1 AW pressure treated lumber. TO BEAM JOIST the below grade portion ofexterlor walls prior to backfllling. All fastenrs, hangars and anchors in be galvinized or stainless steel BAND JOIST 3-i6d COMMON PER TO JOIST JOIST 8). Drainage as pertawn and MY S Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers antl nuts BAND JOISTTOPER Glidere an concrete piers shall be anchored with poster steel connectors anchored SILL OR TOP PLATE 2 . 1fitl COMMON NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1) For root Shea ming warm 4 feet of the perimeter edge of the roof, including 4 feet on each side of the mot peak, FOOT FRAMING NOTES Into concrete with aminimum1/2' die x T into anchor boltdth washers and note. CX)f S A IN [he 4 foal perimeter edge zone a0achmanls agWretl shall he usetl f 1) All framingtechniques antl methods as prescriptive design of current SBC High Wind 3) Posts su ortin irders shall be anchored to a 12'x12-xl2'thlck concrete footing T DESCRIPTION 2). Tabulated 12 Inch ox. nail spacing assumes sheathing atlnched to ratter/ truss fuming members with G>0.49, Wootl Framing Construction Manual. PP 9 9 g NAIL NAZI Edition Use a minimum 1/2" the x 7" Ieng anchor bolt with washers and nuts. Feelings Shell be 3 fl QTY. SPACING For taming members with <0.42<G<0.49, the nail spacing shell be reduced to 6Inches a c. 2). Unless otherwise noted, all framinp and strushmel woad material to be N2+BTR below grade. Porches with covered mots shall have 12" die. concrete piers for me girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 3). Tabulated 4 Inch o.c. nail spacing assumes sheathing to after / truss fuming members with G>0.49, Far W framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3lnches o c. Douglas Fir, WFCM-SBC 4). Deck joists to have blacking at B'g°.` CEILING SHEATHING: 3). Floors, walls, railings and rafters to he spaced at 16 inches o.c. unless naiad 5). A minimum of 101nch fleshing shall be installed between the building and ledger. NAIL NAIL WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Z otherwise. Ledgar to be fastened tic building with 1/2" ilia. bogs with washers and nuts JOINT DESCRIPTION SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES Where needed. QTY SPACING 4). Unless otherwise noted ,all bearing well headers to be (2) 2x10 #2+ BTR. Doug Fir. GYPSUM OC EDGE 4' EDGE ZONE Btl COMMON ®6' 0 C End COMMON ®12" O.C. NOTSEEE: 2 NOTES:1, FOR 3 P ANEL FIELD (80TH FIELDS) Z Z L Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 5tl COOLERS 1"0"' 00 C . FIELLD openings. LVL headers to have (3) lack studs and (2) full length studs on each side of 6). Concrete piers shall be a minimum fi" above grade. openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supposed with hangers and anchors. Each Joist shall also be anchored WALL SHEATHING: W (O N INTERIOR ZONE Btl COMMON Igi6" O.C. Btl COMMON @ 12' O.C. SEE NOTE: 3 J X J LO comings behveen 41 and 50 and 2x6 wall openings between Ft 1 and 8'9. Provide fire to girder(s) NAIL NAIL and blacking where applicable. JOINT DESCRIPTION QTY SPACING NOTES Q 00W Z mxr 5). All gushbeams/heatlers to be Installed with heavy duty galvinized hangers and 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 39 THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O anchors where applicable to all connecting joists. PANELS Bd COMMON WFCM-SBVC 1). Farwell sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall U) a CO PLUMBING NOTES 7116-LES fitl COMMON 3"O.C. EDGEE 6). Double Up Ooorjoisls under walls that run pamllelto the floorloist and under bathtubs. Water supply, drainage andventing tobemslalled as per MY S.Residential PLYWOOD "O.C. FIELLD be used. LU Floors to have commie the Installed shall be vented far proper )antl capacity unless noted Cade. GYPSUM 7.C . EDf E 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud fuming members with LWL on plans. WALLBOARD 5tl COOLERS f0" O O.C FIELLD G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6Inches o c. ptic system with the Engineer far Suffolk County Health Department approval. 7)Provitle blmking/bridging in Poor joists at 8'0 o.c.. Use solid blacking in floor joists FLOOR SHEATHING: 3). For exterior panel siding, gaNinlzed box nails shall be pennided to be subsutulad for common nails. t under ell bearing walls ds, plates orloists are cut out during installation for any plumbing relaletl work, NAIL quate bracing antl plates to protect andsecure NesWCture. Verily with the JOINT DESCRIPTION NTVSPNAACINGILfle 8). Provide insulation baffles al Save vents between rations. Install draft blocking as nd manufacture's re..in ndatlon for maximum hole size and spacing pannitletl. NOTE: O a CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY needed. STRUCTURAL PANELS ed COMMON 6.O.C. EDGIE HVAC SYSTEM NOTES "OR LESS O.C. FIELLD EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 9). Unless otherwise noted, all roots and wells to have a minimum 1/2" Nick, 4ply Fir COX exterior sheathing grade plywood. Plywood to cover over plates and headers. 1). Mecharimed submntrector is responsible for atlheanng to all applicable cares and safety 1). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. NOTES: requirements. 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH AGO. 3). INSTALL 1 - Cat DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 10). Unless otherwise noted use 3/4" thick TAG PIS Fir or Advantmh plywood subfloor THESE NOTES ARE ONLY TO BE REFERRED TO IF adhered with PL400 adhesive and screwed to floor joists. Finished floor to be Installed 2) HVAC subcontractor Is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY nvw. ama•„•. ~~.,e..,~.,na..~..,e•_ eculDment suooller. FIREBLOCKING REQUIRED 1). Nailing requirements are based an wall sheathing rVeolociang shall be provided to cut off all concealed draft openings (both vedUcal and horizontal) and to form an effective fire barrier between stories, and between a tap story and the roof space. 11). All bathroom walls to have 112' thick molsWre-resistant sheetmck. Garage walls and 3). HVAC subcontractor to provide final system layout tlrawhg and submlt it to the General nailed (I' on-center at the panel edge. If wall sheathing ceilings and over furnace to have 5/8" chick (ype-x sheelmck. All other parts of building Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain htgherr Flrebiocking shall be provided In wood-frame construction in the following locations. to have regular 112"idommock. All walls to be taped and ordered. ELECTRICAL AL NOTES: shear capacities, nailing requirements for structural 1). In concealed spaces of stud walls and partitions, Including furred spaces, at the calling and floor DRAWN BY: IF J members shall ba doubled, or affemele connectors, 12) All mot with a pitch less than 4.12 shall be Installed with an Ice & Water homer or 1). All electrical to be outraged as per N.V.S. Residential Cmstucbon Cod.. such es shear plates, shall be used to maintain load patth. levels. Concealed horizontal fused spares shall also be freblocked at Intervals not exceeding 10 approved equal. Flat mots shall be applied with a Fiberglas base sheet with an EPUM feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed Monday, August 26 201. much down type material over. 2). All electrical work shall be approved by a qualified Undswrdu m) membe When wall sheathed Is cer of naiover peed rs,Netabulatednumbb er of nails shalll l be be permidtetl using parallel rows of studs or staggered studs. 13). All slll plates and wood in contact with concrete to be pressure treated. Sill plates to 3). Install Smoke detectors and Carbon Monoxide deleri throughout as per section R317 le be reduced lei -16d nail per feat. be Installed with a foam sill gasket and cop-r-lex termite shield or approved equal. of NY S Residential Construction Code. 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffit, OF NEk, SCALE: 1/4" = P-On drop ceilings and can ceilings. FfsctiF yp 3). concealed spaces between stair en at the top and bottom of the run. Enclosed spaces ,P ,x un nder stairs shall comply with N.V.S. Residential Code. SHEET NO: 9 { 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of f flame and products of combustion. Z W 2 5). For the freblocidng of chimneys and fireplaces, refer to N.V.S. Residential Code. 05250 E~ FfMill ~ O