Loading...
HomeMy WebLinkAbout6074 isa s led Cam, IC D �EC� /%S1c� eA 1p07� LUG n Sow a'tn�a(„ �� CC��r� U/#9LZ !S8 � - .lo/PE/07 Ahw 1111107 F APPEALS BOARD MEMBERS rjF S0 Mailing Address: James Dinizio,Jr., Chairman ��� ypl Southold Town Hall h O 53095 Main Road•P.O. Box 1179 Gerard P. Goehringer [ Southold,NY 11971-0959 Ruth D. Oliva Office Location: Michael A. Simon �l Q � Town Annex/First Floor,North Fork Bank Leslie Kanes Weisman yCOUNTY 54375 Main Road(at Youngs Avenue) ' Southold,.NY 119.71 http://southoldtown.northfork.net RECEIVE® ZONING BOARD OF APPEALS `i' C�, 9 TOWN OF SOUTHOLD NOV 15 2007 Tel. (631)765-1809 Fax(631)765-9064 AV g( $50Uthold T®wrh Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 1, 2007 ZB File No. 6074— Gerald and Dorothy Wansor Property Location: 1525 Vanston Road a/k/a Old Cove Road, Cutchogue CTM 111-4-12 SEQRA DETERMINATION: The Zoning Board of Appeals visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further review under SEQRA. PROPERTY FACTS/DESCRIPTION: The applicants' 25,734 square foot nonconforming parcel located in the R-40 District, and improved with a single-family dwelling as shown on survey prepared by Harold F. Tranchon Jr., 8-2-2000. The subject property is bordered by Vanston Road to the north, and Haywaters Road to the west. The dwelling has a nonconforming setback from Haywaters Road of 37.9 feet. BASIS OF APPLICATION: Request for Variances under Sections 280-122A and 280- 124, based on the Building Inspector's July 25, 2007 Notice of Disapproval and Zoning Code Interpretation #5039 (Walz Application) for the reason that proposed alterations to existing single-family dwelling, additions, and attaching garage for conversion to living space, will increase the degree of nonconformance when located less than 40 feet from the front lot line (along Haywaters Road). FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on October 18, 2007, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: RELIEF REQUESTED: The applicant proposes to add a second-story addition on the north end of their one-story single-family house, maintaining an existing non- conforming front yard setback of 37.9 feet from Haywaters Road. The existing attached Page 2—November 1,2007 ZB File No.6074—Gerald and Doroth --_Lasor CTM No. 111-4-12 one-story garage on the south end of the house will be converted to interior living space. Existing slopes on the property will permit the creation of a new attached garage at the cellar level on the north end of the house, accessed by a proposed new driveway from Vanston Road. ADDITIONAL INFORMATION: The architectural drawings submitted by Joseph Michael Fratzer, and corroborated by testimony at the October 18, 2007 Public Hearing from the applicant/owners, indicate that the new second floor construction will not require demolition of the first floor but that additional structural columns will be added and the existing bearing walls will remain. The North end of the foundation will be cut and spanned with laminated beams to create the new attached garage. REASONS FORWARD ACTION: On the basis of testimony presented, materials submitted and/personal inspections, the Board makes the following findings: L Town Law §267-b(3)(b)(3)(1). Grant of the relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The existing non-conforming front yard setback and footprint of the house will be maintained. ZBA variance #5000 was granted in 2001 for the existing entry deck at 31 feet from Haywaters Road, which will remain and which has a Certificate of Occupancy. The proposed increase in the size of the house is in keeping with other homes in the neighborhood and will allow the applicants the room they need to live in their house full time in retirement. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant as applied for cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance since the front yard setback of the existing house upon which the second-story addition is to be built is non-conforming. 3. Town Law §267-b(3)(b)(3). The variance granted herein is not substantial at 2.3 feet less than the code required 40 feet, and only a portion of the new construction will maintain the non-conforming 37.9 feet front yard setback. The lot coverage will remain the same at 7.46% 4. Town Law §267-b(3)(b)(5). The difficulty has not been self-created but is the result of an existing non-conformity. 5. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. Page 3—November 1,2007 ZB File No.6074—Gerald and Doroth; _ssor CTM No. 111-4-12 6. Grant of the variance requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a larger dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman, seconded by Member Oliva, and duly carried, to GRANT the variance as applied for, as shown on the architectural drawings Pages 1 through 7, date-stamped by ZBA August 6, 2007, and prepared 6/29/07 by Joseph Michael Gratzer. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or,survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. i Vote of the Board: Ayes: Members Dinizio (Chairman), Oliva, Goehringer, Simon, and Weisman. This Resolution was du dopted Ja es Dinizio Jr., Chair an Ll 11/ � /2007 proved for Filing RECEIVE® Nov 1 5 .2007 Southold T®wh 'clerk `� FORM NO. 3 �07� NOTICE OF DISAPPROVAL DATE: July 25, 2007 TO: Gerald Wansor 1525 Vanston Road Cutchogue, NY 11935 Please take notice that your application dated July 6, 2007 For additions and alterations to an existing dwelling at Location of property 1525 Vanston Rd., Cutcho ug e,NY County Tax Map No. 1000- Section 111 Block 4 Lot 12 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 25,734 sq. ft.corner lot, in the R-40 District is not permitted pursuant to Article XXIH Section 280-122A which states; "Nothing in this article shall be deemed to prevent the remodeling, reconstruction or enlargement of a non-conforming building containing a conforming use, provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings_" The single-family dwelling, notes a front yard setback of 37.9'. The proposed second story construction indicates a front yard setback of 37.9. Pursuant to the interpretation in Walz (#5039), such additions and alterations will thus constitute an increase in the degree of nonconformance. The addition is not permitted pursuant to Article XXIII, Section 280-124, which states that non-conforming lots, measuring between 20,000 &39,999 square feet, require a minimum front yard setback of 40'. Authorized Signature m ` APPLICAT J TO THE SOUTHOLD TOWN BOX' )F APPEALS For OfficeOnly fr Use 7 Fee:$ Filed By: Date Assigned/Assignment No. 40 Office Notes: A06 6 q� House No.Iy5 street VA N S_1"0 t-IJ Hamlet C SCTM I000 Section l I I B1ock_4_Lot(s) Lot Size I d3 X 2b l-S Zone I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED BASED ON MAP DATED Applicants)/Owner(s): 4iW fUL 4�_- p® WAN MailingAddress: Qr? L KA ., `z� >o f { o Lk $0 , M,1lG6APLQ�L,, Telephone 6 3 � w Fax#� Email: 117sg 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: &Ej1ALD W o?`%k760Q for( )Owner, or ( )Other: Agent's Address: ��\`� (� . S0-fF®L1-/, AV 6 mbZ N . 04 ,APECptv,4_ Telephone Fax#: Email: Please check box to specify who you wish correspondence to be mailed to,from the above names: YApplicant/Owner(s),or ❑Authorized Representative, or ❑Other Name/Address below: WHEREBY THE BUILDING INS ECT R REVIEWED MAP DATED •- " 1g 2�and DENIED AN APPLICATION DATED to (� b FOR: *>Muilding Permit ❑Certificate of Occupancy ❑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 XX 1 1 Section 280- 1 2 4 Subsections Type of Appeal. An Appeal is made for: WA Variance to the Zoning Code or Zoning Map. ❑A Variance 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 appeaY1has:,!Pi,ias not been made at any time with respect to this property,UNDER Appeal No.50M Year 7b�N . lease be sure to research before completing this question or call our office for assistance.) QName of Owner: .. ID S�� A File# REASONS FOR APPEAL(additional sheets may be used with nreparer's signature): AREA VARIANCE REASONS. (1) An undesirable change will not be produced in the CHARACTER of the neighborhood or a detriment to nearby properties if granted,because: aTA 6 m Ass ►S N01 (2) The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue,other than an area variance,because: �r- 1 W E P�0 pv-I � �o�o ��`�'�n� r 5 rrsc�—r Cc3M l Ajq 6Lf7 PASS P_ P—')e ► l rob I's F (3) The amount of relief requested is not substantial because: TVA E E:'v- "S 71 v(4 15`r F t—v A— L' '-� (< N h-1 5 A F A-7'& CST- 0GC-UPAW4V IS Njom c.oAafV m )A'S- LA_ AA& NOT Jk-s K 1 NG F o N .d,�y 0" SL 1 fbAck TN.a P 95T fL (4) The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: kJL- E A V E NET C�E A_r( IU6 P.� �� �So(L� ^ `C"� CVl A s6'i nv� 01 W,005ED cow r��`�ZOYU 1:5 nvo-' OUT O'F `ti)AZ- HaU5 E 1-5 1 ).\ 'D F—G wE_r(, AA2 0. �� 1� (5) Has the alleged difficulty been self-crea e ( )Yes,or ( )No. Are there Covenants and Restrictions concerning this land: W No. ❑Yes(please furnish copy). This is the MINIMUM that is necessary and adequate, and at the same time preserve and protect the character of the neighborhood and the health,safety,and welfare of the community. Check this box ( ) IF A USE VARIANCE IS BEI QUESTED, AND PLEASE COMPLETE THE ATTACHED USE VARIANCE SHEET. (Please be sure nsult5ZrO ` G� Signature of Appellant or Authorized Agent (Agent must submit written Authorization from Owner) Sworn to before me this-3d day of 20 Notary Public RAN liotayy P TRICK F.�Of NNW*4 No.01HO6t56��8p7�iy forOsmm G*l"Now I 4 O \ Page 3 of 3 - Appeal Application Part B: REASONS FOR USE VARIANCE rif 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: l 1 w A� f 1 &S-r `BUILy' 3. The alleged hardship does not apply to a substantial portion of the district or neighborhood because: ALU JAv M ES 4*v- 1 ADJ AC-C ur To ` A E A Qp L1 GJ4A2T A its FACED `TN E SAmE S t`l"LaR_rto6V - Sa_rAA<V, . 4. The request will not alter the essential character of the neighborhood because: 5. The alleged hardship has not �ee A self-created because: 6. This is the minimum relief necessary, while at the same 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.) ALkEAA� �X I5�'S ©m �E 1 S f Loc>{ 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. PATRICIA F.MORAN Not"Public State of New York No.01 W06155467 Ouallfied In Suffolk Coumy Commission Expires Nov. 13,�0 Signature of Appell nt or Authorized Agent Sworn to before me this 3 (Agent must submit Authorization from Owner) a of . 44;- . , 200-1. (Notary Public) ZBA App 9/30/02 `V`J TOWN OF SOUTHOLD BUILDING` 2MIT APPLICATIONv CIiECKLIST BUILDING'DEPARTMENT Do you nave or need the following,before applying? . TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www.northfork.net/Southold/.. PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20 Contact: Approved ,20; Mail to: 4,111 l7 2- Disapproved a/c 1 1120 6().v ADk.PA Od4 j e Phone:_ 2 1 a 3 J A- Expiration ,20 Building Inspector APPLICATION FOR BUILDING PERMIT Date ,0 IV�. Z(i , 20 47 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule... b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. e. The work covered.by this application may not be commenced before issuance'of Building Permit. d.Upon approval of-this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit' shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, anew permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,'for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with.all applicable laws, ordinances,building code,housing code, and egulations, and to admit authorized'inspectors on premises and in building for necessary inspections. ro-�,(n -` (Signature of Applicant or name;if a corporation) I'J. WA&SAP 00 W II7S (Mailint address of JpplicanN State whether,applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises o���H �" GERA� V�7 s�a (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No.. t Other Trade's'License No. 1. Location of land on which proposed work will be done: I � A m�rbtA RoA House Number Street Hamlet County Tax Map No,. 1000 Section 1 Block Lot Subdivision OF nO,b,SS,AU N jv p ,, , ,, r]e ;lyl Nbi' Lot (Name) 2. State existing use and occupancy oj.FLemises and intended use and occu ncy of proposed construr�tion: a. Existing use and occupancy S l N 6� E E AM I �5 9_1_, tV CF b. Intended use and occupancy S l iJ C-7L A4 S l CJE 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 2 c<D Fee `'10 j (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear U Depth 2.5 ' g Height �o' Number of Stories Dimensions of same structure with alterations or additions: Front l Rear j Depth 2. Height 6,'7 Number of Stories 8. Dimensions of entire new construction: Front Rear. Depth 2 Height `Z,�e ' '� Number of Stories 9. Size of lot: Front Q. 5 5 1 Rear 2-5 7 .54 Depth 10. Date of Purchase Sk �bo Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO kZ 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 11J5OR Q:S& . N a SoK_- lG 0L rA19� 14. Names of Owner of premises G� �� !�A Address r0A165APk WA Phone No.C' i3,�'" 24,I Name of Architect J 05 O H GA,424k Address 1 boo 8acADWoti Phone No (6 31 $21 -635 ri Name of Contractor--- Address Phone No. 15 a. Is this property within 100 feet of a tidal`wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E C: PERMITS'MAY BE�EQUIRED''. b. Is this property within 300 feet of a tidal wetland? *YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) F_R,A L 1JJ AIJSaG, being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (D Uj N5 (Contractor, Agent, Corporate Officer, etc.) _ of said owner or owners, and is duly authorized to perform or have.performed,the.,said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and.that the work will be performed in the manner set forth in the application filed therewith. Swo t before me this day of 20 0 Notary Public ARBARA H.TANDY Signature of,Applicant Notary Public,State Of New York No. OITA6086001 QuallP.9d In Suffolk County Commiselon Expires 01/13/20„L APPLICANT'S PROJECT DESCRIPTION l (For ZBA Reference) Applicant: Q�� lam. 5�7 Date Prepared: ®O 3 (6:7 I.For Demolition of Existing Building Areas f� Please describe areas being removed: E-x Rt>o� To I J ��Y►Z����r U. New Construction Areas (New Dwelling or New Additions/Extensions): Dimensions of first floor extension: <�D Dimensions of new second floor: % ' r JC Dimensions of floor above second level: Height(from finished ground to top of ridge): (� Is basement or lowest floor area being constructed? If yes,please provide height(above ground) measured from natural existing grade to first floor: W III. Proposed Construction Description(Alterations or Structural Changes) (attach extra sheet if necessary)- Please describe building areas: � Number of Floors and General Characteristics BEFORE Alterations: p�9O5� {C � o Number of Floors and Changes WITH Alterations: IV. Calculations of building areas and lot coverage(from surveyor). n Existing square footage of buildings on your property: —" " i I � . 2 (o Proposed increase of building coverage: Q Square footage of your lot: r.!5M 4 Percentage of coverage of your lot by building area: 4 G 7.m V. Purpose of New.Construction: NE ki ��� �(_pays, �6 (mil-4 v 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): ITS T1N_ uz A A L4 A R<�r !As 1 NCZ2' IN v o b -r1�� Please submitQevenhotos,label d to show different angles of yard areas after staking corners for new constnd photos of ilding area to be altered with yard view. 7/2002; 2/200 1 .M.v�` ' ,�� gat `,~'• `. k F I hilt.. ryy��. .i•,'�,�v_� qC' �„toti �.�. ', Ir a �, i .�1�cwj� ��,.� r:I,.i I ��„ •,1 ....r+'�., �:VMS �,ft. .. .:r. Z � � , fir` {y* ♦�• 'FYI' , '�Cy' - IL ' JL- ul "u AGL . am �� y;*�'.• yap!-��'�%�� 'sat' � •�f� �� a< ° tr+��'Aj, • ' lid ` Y' Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS l. 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 S CTM# N ® r ) The Application has been submitted to (check v( eck appropriate response}: Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑ 1. Category o wn of Southold agency action(check appropriate response): (a) Action undert directly by Town agency(e.g. capital ❑ construction,plamu activity, agency regulation, land transaction) ❑ (b,) Financial assistance(e.g. gran, an, subsidy) - -.---- - ---- -------- - ----- c}--hermit, approva, cense, certiiction: - Nature and extent of action: Location of action: Site acreag Present land use:. Present zoning classificati 2. If an application for the propose action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: (b) Mailing address: (c) Telephone number: Area Code( ) (d) Application number, if any: Will the action be.directly undertaken,require Rinding, or approval by a state or federal agency? Yes ❑ No❑ If yes,which state or federal agency? C. 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 minimize dverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. Yes No of Applicable Attach additional sheets if necessary I'ro ect and preserve-historic and arctiaeo ical resourceg o��he Town oS oS—uteold. See LWRP Section III—Policies Pages 3 through 6 for evaluation c 'teria ❑ Yes ❑ No "Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No fWNot Applicable 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 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 �kot Applicable 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,• Pa es 22__. through 32 for evaluation criteria. - -- Yes No Not Applicable 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 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 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 Attach additional sheets if necessary WORKING COAST POLICIES ..._.........._..._...... - .._ .............. Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III-Policies; Pages 47 through 56 for evaluation criteria. _..._.__..._ - ----... --- ......__-......... ......-- ._. . ..._.__... ......... Yes _�-No- `--- - of App�-ica�le_.._._............._ i 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 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 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 ❑ NOA Not Applicable Created on 512510511:20 AM PROffier I.D. NUMBER . SEQR 617.21 Appendix C State Environmental Quality Review SHORT ENVIRONMENTAL ASSESSMENT FORM For UNLISTED ACTIONS Only PART I—Project Information(To be complete by Applicant or Project sponsor) 1.Applicant/Sponsor . 2.Project Name 3.Project location: Municip lity County 4.Precise location(Street address an oad intersections,prominent landmarks,etc.or provide map) 5.Is proposed action: ( )NEW ( ) EXPANSION ( )MODIFICATIO /ALTERATION 6.Describe project briefly: 7.Amount of land affected: Initially: acres; Ultimately: acres v 8.Will proposed action comply with existing or other existing land use restrictions:( YES ( )NO If No,describe briefly: 9.What is present land use in vicinity of project:(describe): ( ) Residential ( )Industrial ( )Commercial ( )Agricultural ( )Park/Forest/Ooe Space ( )Other 10.Does action Involve a permit approval or funding,now or ultimately from any other Governmental agency, ederal,State or Local)? ( )YES ( )NO If Yes,list agency(s)and permit/approvals: 11.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 If Yes, list agency(s)and permit/approvals: I certify that the information provided above is true to the best of my knowledge Applicant/Sponsor Name: Date: 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 TRANSACTIONAL DISCLOSURE F M f13, APPLI( _—LE TO OWNER, CONTRACT VEND LE AGENT: t 4': s * The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of To officers and employees. The purpose of this form is to provide information, which an alert the Town of Possible conflicts of interest and allow it to take whatever action is necessary to avoid same. S o-L QD (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.) Variance �i�d r�AA 5iT6A<k Special Exception / J *Other Approval or Exemption from plat or official map Change of Zone Tax Grievance *If"Other"name the activity: 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 ownershipof or employment b a co oration in which the Town officer or em to ee ow ns more than 5% of the share YES NO — If you answered "YES'; complete the balance of this fora: and date and sign where indicated Name of person employed by the Town of Southold: Title or position of that person: a Describe that relationship between yourself (the applicant, agent or contract vendee) and the Town officer or employee. Either check the a propriate 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) a cer, director,partner, or employee of the applicant; or D) the actua plicant. DESCRIPTION OF RELATIONSHIP Submitted this G day of Signature: JC t-� Print Name., QUESTIONNAIRE FOR FH_J NG WITH YOUR Z.B.A.APPLICATION A. Is the subject premises listed on the real estate market for sale? ❑Yes ANo B. Are there any proposals to change or alter land contours? rJ 0O F-r2 'D ab 1 I" ) JV 5 ❑No Yes,please explain on attached sheet. f CAA' WEB C_AQAC je C. 1)Are there areas that contain sand or wetland grasses? N 10 2)Are these areas shown on the map submitted with this application? NO 3)Is the property bulkheaded between the wetlands area and the upland building area? 4)If your props ty contains wetlands or pond areas,have you contacted the office of the Town Trustees for its determination of jurisdiction? Please confirm status of your inquiry or application with the Trustees: Aft Leo MY)S and if issued,please attach copies of permit with conditions and app map. ap. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? E. Are there any patios, concrete barriers,bulkheads or fences that exist and are not shown on the survey map that you are submitting? W-o (Please show area of these structures on a diagram if any exist. Or state"none"on the above line, if applicable.) F. Do you have any construction taking place at this time concerning your premises? If yes,please submit a copy of your building permit and map as approved by the Building Department and describe: G. Do you or any co-owner also own other land close to this parcel? If yes, please label the proximity of your lands on your map with this application. H. Please list present use or operations conducted at this parcel S l N C>LIE F A M / S W /A L and proposed use S iv L 12 FA ryl )LoR E-S f 0 6 e amples: existing, single-family; proposed: same with garage or pool,or other descriptio .) Authorized Signa a and Date 2/05; 1/07 o��OF SO(/jyol ELIZABETH A. NEVILLE '` Town Hall, 53095 Main Road TOWN CLERK P.O. Box 1179 REGISTRAR OF VITAL STATISTICS N Southold, New York 11971 MARRIAGE OFFICER �� Fax (631) 765-6145 RECORDS MANAGEMENT OFFICER Telephone (631) 765-1800 C FREEDOM OF INFORMATION OFFICER OUNTY+ southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Zoning Board of Appeals FROM: Elizabeth A. Neville DATED: August 7, 2007 RE: Zoning Appeal No. 6074 Transmitted herewith is Zoning Appeals No. 6074 of Gerald & Dorothy Wansor-the Application to the Southold Town Zoning Board of Appeals. Also enclosed is the Applicant's Project Description, Questionnaire for Filing with the Z.B.A. Application, Transactional Disclosure Form, Town of Southold Property Record Card, LWRP Consistency Assessment Form,Notice of Disapproval, Site Plan, Application for Building Permit and(7)pages of The Proposed Addition Plans for the residence prepared by Joseph Michael Gatzer; Registered Architect. LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, OCTOBER 18,2007 PUBLIC HEARING NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Chapter 280 (Zoning), Code of the Town of Southold, the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, P.O. Box 1179, Southold, New York 11971-0959, on THURSDAY. OCTOBER 18,2007 9:30 A.M. GERALD and DOROTHY WANSOR #6074. Request for Variances under Sections 280-122A and 280-124, based on the Building Inspector's July 25, 2007 Notice of Disapproval and Zoning Code Interpretation #5039 (Walz Application) for the reason that proposed alterations to existing single-family dwelling, additions, and attaching garage for conversion to living space, will increase the degree of nonconformance when located less than 40 feet from the front lot line (along Haywaters Road). Location of Property: 1525 Vanston Road a/k/a Old Cove Road, Cutchogue; CTM 111-4-12. The Board of Appeals will hear all persons, or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review during regular business hours and prior to the day of the hearing. If you have questions, please do not hesitate to contact our office at(631) 765-1809, or by email: Linda.Kowalski@Town.Southold.ny.us. Dated: September ,2007. ZONING BOARD OF APPEALS JAMES DINIZIO, JR., CHAIRMAN By Linda Kowalski 54375 Main Road (Office Location) 53095 Main Road (Mailing Address/USPS) P.O. Box 1179 Southold, NY 11971-0959 r The Suffolk Times• October 4, 2007.23B Oak Avenue,Southold;CTM 77-2-10. 25 feet; 9:55 A.M. MICHAEL and BETH (2)following the proposed extension C yl 1� NEUMANN#6077. Request for a Vari- of the existing canopy,there will be an ang6*Npder Section 280-15, based on increase in the degree of nonconfor- the�.Building Inspector's June 28, 2007 mance for the front yard setback from Notice of Disapproval concerning a pro- the Main Road-NYS Route 25; posed accessory swimming pool,partly (3) following the proposed exten- in a side yard instead of a rear yard,at Sion of the existing canopy,there will be private right-of-way extending from the an increase in size(as a single separate north side of Grand Avenue (House structure)that will exceed the code max- #3329),Mattituck;CTM 107-1-12. imum of 60 linear feet of frontage on one 10:10 A.M. LAURA A.WEIL#6078. street(Factory Avenue). Requests for Variances under Sec- Location of Property: CITGO Gas tions 280-122,280-124,280-116B,based Station, Corner of Factory Avenue on Zoning Code Interpretation based at 9945 Route 25 (a/k/a Main Road), Mattituck; CTM 142-1-27. Zone Dis- (Walz Application)and the Building In- trict: B-General Business. Spector's July 30,Notice of Disapproval 2:00 P.M. DANIEL and ELAINE concerning proposed additions and al- O'CONNELL #6084. Request for a terations to the existing dwelling,which Variance under Section 280-124, based r new construction whenlocated less than on"th'6"R- 9 Ng Inspector's August 1, 35 feet from the front lot line and less 2007�oticetbf Disapproval concerning than 35 feet from the rear lot line will proposed additions andilterations to an i create an increase in the degree of non- existing single-family dwelling, for the conformance. New construction is also reason that the new construction will proposed at less than 75 feet from the be less than the code-required 35 ft.side bulkhead. Location of Property: 2760 yard setbacks(total),at 1205 Waterview Village Lane,Orient;CTM 26-1-20.1. Drive,Southold;CTM 78-7-16. 10:30 A.M. JOSEPH FINORA and 2:20 P.M. KENNETH G. SCHEU- _ MARY GRACE#6080. Request for a BLEIN #6079. Request for Variances Variance under Section 280-124, based under Section 280-15, based on the on the Building Inspector's amended Building Inspector's June 14,2007 No- August 15,2007 Notice of Disapproval tice of Disapproval concerning.a pro- concerning proposed additions and al- Posed accessory garage and shed in an a 2 o(J7 area other than the code-required rear terations to an existing dwelling with a - setback at less than 35 feet from the rear Pequ s v West Creek PasturAvenue (also lot line,at 375 Wells Road,Laurel;CTM Pequash Avenue and Old Pasture Road), Cutchogue;CTM 103-13-20.1. 126-8-18. 2:40 P.M. HOUSE OF DAIGE 10:55 A.M. ANTHONY BONA- #5926. This is an Appeal: (1) request- GURA and BARBARA BONAGURA ing a determination that will recognize #6081, requesting a Special Exception a 6,000 square foot lot for the purpose Section 280-13B of the Zoning Code for of adding a single-family dwelling, in- an Accessory Apartment(as-built/with- stead of its present zoning restrictions out permits) with owner-occupancy in adopted on September 29, 1969 under the existing single-family dwelling,with Appeal No.1290,which application re- recent additions and enlargement(open quested a split of the property to allow a Building Permit #32609-z),at 900 Hol- 6,000 square foot portion to be used as a brook Lane,Mattituck;CTM 113-6-11. garage,as an accessory to the applicant's 11:10 A.M. STEVE SACHMAN home across the street in 1969,resulting #6082. This is an appeal based on the in the remaining portion of the land,now August 21,.2007 Notice of Disapproval CTM Parcel 52-3-14.1(now or formerly issued by the Building Inspector.con- Hoffman),and(2)based on the Building cerning a building permit application Inspector's May 30,2006 Notice of Dis- and amended plans to build a new ac- approval,requesting a Variance to build cessory garage at 20 feet in height and a dwelling with side yards at less than the code-required with a setback of 6.5 feet from the side feet (combined setbacks), after removal of the garage. lot line.. The-reasons stated in the No- Location of Property: 1195 Ruch Lane, tice of Disapproval are that an accessory Greenport;CTM 52-3-13. garage on a 35,043 square foot parcel The Board of Appeals will hear all in an R-40 Zone is not permitted under persons, or their representatives,desir- a Section 280-15,and in the case of a wa- ing to be heard at each hearing,and/or terfront parcel,accessory structures may desiring to submit written statements be located in the front yard, provided before the conclusion of each hearing. that such buildings and structures meet Each hearing will not start earlier than the front yard principal setback require- designated above. Files are available for ments as set forth by this code,and the review during regular business hours and side yard setback requirements for ac- prior to the day of the hearing. If you cessory buildings in Section B above.On have questions,please do not hesitate to lots between 20,000 and 39,999 square contact our office at(631)765-1809,or feet,for an accessory building measur- by email: Linda.Kowalski@Town.South- ing up to 20 feet in height,the required old.ny.us. side yard setback is 15 feet. Location of Dated: September 26,2007. Property: 4705 Nassau Point Road,Cu- ZONING BOARD OF APPEALS _ tchogue;CTM 111-9-9. JAMES DINIZIO,JR.,CHAIRMAN LEGAL NOTICE 1:00 P.M. PHILIP B.STANTON and By Linda Kowalski SOUTHOLD TOWN JENNIFER STANTON #5948. This is 54375 Main Road(Office Location) ZONING BOARD OF APPEALS an Appeal based on an application for 53095 Main Road(Mailing Address/ THURSDAY,OCTOBER 18,2007 a building permit,to relocate an acces- USPS) PUBLIC HEARING sory barn building and after relocation P.O.Box 0959 NOTICE IS HEREBY GIVEN,pur- and additions of the accessorybarn,to Southold,NY 11971-0959 8544-1T 10/4 suant to Section 267 of the Town Law use the barn as a game room, adding - — — and Chapter 280(Zoning),Code of the bathroom facilities and a fireplace. Ap- Town of Southold,the following public plicants request: (a)an Interpretation of hearing will be held by the SOUTH- Section 280-121-C (formerly numbered OLD TOWN ZONING BOARD OF 100-31-C);and (b)Variance concern- APPEALS at the Town Hall, 53095 ing height of the accessory barn build- Main Road, P.O. Box 1179, Southold, ing,to be relocated and enlarged, at a New York 11971-0959,on THURSDAY, height that exceeds the code limitation OCTOBER 18,2007 of eighteen(18)feet, (c)Reversal of the 9:30 A.M. GERALD and DORO- Building Inspector's July 14,2006 Deci- THY A.M. #6074. Request for sion,which Building,Inspector decision Variances under Sections 280-122A and states that the use,after relocation,r mit- 280-124,based on the BuildingIns ec- tedvat u s, and conversion, is not permit. P ted under the code as an accessory use. tor's July 25,2007 Notice of Disapproval Location of Property: 522 Town Creek and Zoning Code Interpretation #5039 Lane,Southold;CTM 64-1-14.7. (Walz Application) for the reason that 1:25 P.M. GAMA PROPERTIES proposed alterations to existing single- (formerly WAREX TERMINAL family dwelling,additions,and attaching CORP.)#5906 as Amended. Requests garage for conversion to living space,will for Variances under Sections 280-49 increase the degree of nonconformance (100-102),280-122 (100-242A based on when located less than 40 feet from the Zoning Interpretation #5038-Walz Ap- front lot line (along Haywaters Road). plication),and 280-50C(100-103C),and Location:1525 Vanston Road a/k/a Old for a Special Exception for a car wash Cove Road,Cutchogue;CTM 111-4-12. facility(Section 280-48B),based on the 9:45 A.M. ALBERT and SUSAN Building Inspector's amended Septem- ARIAS#6065. Request for a Variance ber 21,2007 Notice of Disapproval. The under Sections 280-104 and 280-124, applicants propose to add a cat:waslr- based on the Building Inspector's May with alterations to a building and to in- 29, 2007 Notice of Disapproval, which crease the length of the existing canopy. states that the proposed additions and The reasons stated Building In Spector for disapprovivi theng the application alterations to the existing single-family for a building permit are: dwelling will be less than 32.4 feet,the (1) following the proposed construc- average front yard setback of the exist- tion,the building will have a side yard ing buildings within 300 feet of the pro- setback at less than the code-required posed building on the same side of the street within the same use district,at 195 - . - #8544 STATE OF NEW YORK) )'SS. COUNTY OF SUFFOLK) Dina MacDonald of Mattituck, in said county, being duly sworn, says that he/she is Principal clerk of THE SUFFOLK TIMES, a weekly newspaper, published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for ,1 week(s), successively, commencing on e- " day of October, 2007. . c Principal Cler , Sworn to before me this 4' y day of n��z 2007 �r CHRISTINA VOLINSKI NOTARY PUBLIC-STATE OF NEW YORK A No. 01-V06105050 =I_ Qualified in Suffolk County Y o ' i;,,o `Imisslon Expires February 28, 200B J{ OCT 1 6 2007 j OWNER STREET VILLAGE DIST. SUB. I/ LOT 33�_ ;ti, ; c7•n / 0 dl 0 d 4L / :FORM OW�I IN EACR. r . `n laYItker Gvt ,D5tr- iL)-P W TYPE OF BUILDING 2ES,, SEAS. VL. FARM OMM. CB. MISC. Mkt. Value IN a4,wea/ �4 * Q LAND IMP. TOTAL DATE REMARKS a r f 0 J 1�°l�d/-ec�fe,t� 2, ?Aldi ,�,.__.....:... � 001r. /1�4 �G Sf'e i h YC'c.f� ✓ �n Sfe i ,OYeC if r� ?9/ 0 6 d Q X, M0 ,9 fal1hp- L l osco reel, ,06 4, `/�! c gvo s—moo a 00 ,C) s / / z lee v.,e 8:00, • yov �.��:;,--. 0 5 3 -l.! 1`7 35 - Car ho3�` �cc�-� 1�s$ #� C,�r�h.a�k; ;� NEW NORMAL BELOW ABOVE 5 0 D_L FARM Acre Value Per Value Acre l�f /.3. / #�Mo tillable 1 tillable 2 "!liable 3 Voodland .wampland ;rushland FRONTAGE ON ROAD ' �p louse Plot ° DEPTH y✓ ar ,. BULKHEAD 'otal DOCK 00 � � f 'a s s fg n WFh r #xr4ho » }„fi, t MENEM �,, �� ■■■■■■■ ■■■1�■D/■�■■■■■■■■■■ a" �p �.y J f -7�,F�.u�. Q Rc.�.: �1\ 1 t �..'fit'✓s'yy,'i � �������r��_ t rM ■■■■■■■.49 ■■■ ■■■■f■■■■E ■■■■■ NONE �. ■■■■■■■I ■■■■■. ■I■■■■■M■■■■ 't' 3 sa.ec^u"lw•vhA' ..-.-- i/L{..Y�S"' mot•,....:r. - ■■■■■■■���:■■■■■■■■■■■■■■■■ asement t. Walls Interior Finish ire Place Rooms 2nd • . . 0 1.GA(C) 6 SEE 1.qA( A INSERT B 0 It. 'q 9 J.3 16 10 V- 9 1B Nw, ME ADEN OLD 19 .Iditl) 5 21 WES W- 1.6A(c) "W 2 6 4 W� "W 1.4A(O— Lcl�, 1.3A 9 1.2 L 01- jo 0 RD 28 A(C) 23A(cl.� -I-1AC e 3.2 1.4A(C) is ——————————- 26.1 20 3.1A( 7.1 1.2- A.�Ald, 2-- 10.2 'A it 12.'OAtc) 3 17 ' I,, - P 22 2.3A(cl 21 20 0 �2 o' 24 4 3 rA 1.1b A(c) n 1 5-,I 0 13 aV Z 27.1 .7A(c) 4V'4 k 29 4 1.3A(c) 30 14 1.4A(c) 31 12.OA(c) IN. ,\fiO�T41FOR PCL.NO. loOND scl,, SEE SEC.NO. 118-DI-011 90 MATCH LINE 1?9 Vs COUNTY OF 104 11,— U. H Al" sE ILL PR PERTIES NOTICE T�LSS IHo........I-L._G DISTRICTS: -L'SS CR E Real Property To RT C 11M SEWER MAINTENANCE,ALTERATION,SALE OR C ST -E 9 DISTRIBUTIO11 "1 11 1011 01 THE ounty Center Rfv 1 4� ATER "AP IS PR IBIT D, ED G j7 4 pti P Y ZONING BOARD OF APPEALS TOWN OF SOUTHOLD: NEW YORK ---------------------------------- .......-.__X In the Matter of the Application of y AFFIDAVIT G � V& Lp p,%bx ®� SE? 2 5 Z©V (Name of licants App MAILINGS CTM Parcel #1000- --------------------------------------------------- -X COUNTY OF SUFFOLK) STATE OF NEW YORK) LD 61A1214esiding at CD9& xl� � k* A 0 e, -�ASS�P�Q(?� New York, being duly sworn, depose and say that: On the ( day of 4Q personally mailed at the United States Post Office in ew York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy o the attached Legal Notice in prepaid envelopes addressed to current owners shown on the current assessment roll verified from the official records on file with the (I<Assessors, or( ) County Real Property Office , for every property which abuts and is across a public or priv�,be street, or vehicular right-of--way of record, surrounding the applicant's property. (S iature) Sworn to before me this day of 5'tz 200 'LEE S. GUNDEL Notary Public, State of Ne,d York No. 01 GUB029234 ^l Qualified in Nassau County (Notary PU 1C) Commission Expires August 9, 20-L PLEASE list, on the back of this Affidavit or on a sheet of paper the lot numbers next to the owner names and addresses for which notices were mailed, Thank you. V wokHrr III -q- 1� 'F:::Avo LA 6w� L t,71 V P , eox :?:>o ( N46 c 17c6 l � l o O(v Con ct e UAAJI VJ C L� h ZONING BOARD OF APPEALS TOWN OF SOUTHOLD: NEW YORK --------------------------------------------------- -X In the Matter of the Application of AFFIDAVIT of SIGN POSTING (Name of Applicants) Regarding Posting of Sign upon Applicant's Land Identified as 1000- /I/' ~ Ll - /- -----------------------------------------------------X COUNTY OF SUFFOLK) STATE OF NEW YORK) I 6;GA c;0 644goa-- restdtng at ((j IV), f fj�a,� � �A New York, being duly sworn, depose and say that: On the day of 0— , I personally placed the Town's official Poster, with the date of hearing and t ature of my application noted thereon, securely upon my property, located ten(10) feet or closer from the street or right-of-way (driveway entrance)- facing the street or facing each street or right-of-way entrance;* and that I hereby confirm that the Poster has remained in place for seven days prior to that date of the subject hearing date, which hearing date was shown to be 1 -7 (Si tore) Sworn to before me this a. day of r`r�.N..b 200 LEE S. GUNDEL (Votary Public, State of Ne.r York otary b 'C) No. 01 GU6029234 Qualified in Nassau cou,ity ) Commission Expires August 9, 20^Y V *near the entrance or driveway entrance of my-pMpertyyas tlie4M--rna8t-V-i-&ible to-pMersb ' • postal I p . ® RECEIPT RECEIPTrn CERTIFIED MAIL. estia Mail Only;,No insurance Coverage Pro dle Im Er nce Coverage Provided) Er - m (Domestic Er p -0 . �1A JyjTl�Ck Y 1 9C2,,' �� E3 ru r- Postage $ $0.41 0935 n-i Postage $ $0.41 � p p 4 Sys p Certified Fee $2,65 SAS Certified Fee p ostmar p Cert $2.(khl QQ Postmark O Lleturn Receipt Fee $2.15 Here C3 Here (Endorsement Required) o� p Fietum Receipt Fee $�.15 M. / rn Zoo? I ry (Endorsement Required) p Restricted Delivery Fee $0.00 OG 1 (,d39 0 p Y �c� (Endorsement Required) C Restricted Delivery Fee $0,00 r- � (Endorsement Required) C m y r-9 y Total Postage&Fees $ $5.21 7,007 m $ $5.21 „-I r Total Postage&Fees p Sent To ` p Sent To ` .p Street,Apt.No.; 1 (� +� 1 or PO Box No. Cs� _'._ "---------------------------- Street Apt.No.; �,�. or PO Box No. �� �� ------------------------ I i Cdy, - • te. ------------------- � a Ciry State,ZIP+4 P a_ _ ' • RECEIPTo , MAILaw RECEIPT '� �. • ..- • • E D^ p p .a GL t 1 HE �1� 1 .4 u. �..,: r- ru Postage $ $0.41 09 `098 p Postage $ $0.41 0935' � Sots, p '� p Certified Fee $2.G5 p Certified Fee $2.65 �p Q, p Cb � trpark C3 P rk N p Return Receipt Fee �r2.15 ui re p Return Receipt Fee $2.15 He�B 7 (Endorsement Required) M Ci�3�a (Endorsement Required) 6} p Restricted Delivery Fee C3 Restricted Delivery Fee $0.00 �! C (Endorsement Required) $0.00 J� (Endorsement Required) m Total Postage&Fees $ $5.21 09/ �,(�� m Total Postage&Fees $ $5.21 09/2 Ln Ln C3 1 p ent To n p Sent To +, , ) n /� fn 6�LJ p 'CY,P, V�J df'` 1- - V.-\- N - •- - -- ----- Sheet Apt. — — S`tieet, t.No.; (�,, I or PO Box No. J or POBozNo... �._.tJ�J�1.� �G �-- _ ------------------ 1 r (`� City,State,ZIP P�I� LJ'��Vl� a � f`� Cfly Z �h �.2 13 C 'f. J ,r .. . . . i rn I.. CERTIFIED MAIL,,., :RECEIPT �ru ' .. a- For delivery,information visit bur website"at www.uspsicorne CUT O@t v t VO rU Postage $ $0.41 0 5 p 0 Certified Fee $2.65 d�s C p Return Receipt.Fee $2.15 rn ^ef8r� C�3 (Enddrsement Required) Restricted Delivery Fee r-9 (Endorsement Required) $0.00 61" �G? m .�N aSj Total Posfage&Fees $ $5.21 09/21/2007 Sri 0 Sent To Street,Apt.No.; n o or PO Box No. ) (�3�__�/aNSe©1) _•__-- 6 --- -- ----- _�----- Ci taJtfe,ZIP+�o � . :rr rr i ON DELIVERY ■ Complete items 1,2,and 3.Also complete to item 4 if Restricted Delivery is desired. ❑Agent X ■ Print your name and address on the reverse Addressee so that we can return Abe card to you. B. Rec ived by a ame) C. Date of Delivery . R Attach this card to thl back of the mailpiece, a or on the front if space permits. - v� i fJl D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: K No 3. Service Type � \ ❑Certified Mail ❑Express Mail V � N ❑Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. RestriptedJ eliveq&(,Xxt-Fee) ❑Yes 2. Article Numtier (transfer from service label) 0 0 5 i 3110 OzC10'D i`2.6 0 9. 2 i3 PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 - . . • lete A. Signature ❑Agent ■ Complete items 1,2,and 3.Also comp X [3 Addressee item 4 if Restricted Delivery is desired. the YOU. B. Received by Printed Name) C. Date of pelivery ■ Print your name and address on so that we can return the card to y ? ❑Yes ■ Attach this card to the backe t the mailpiece, D. Is delivery address different from item T or on the front if space p [3No If YES,enter delivery address below: 1. Article Addr6sed to: 01 3. Service Type Express Mail ❑Certified Mail ❑1 ❑Registered ❑Return Receipt for Merchandise C.O.D. ❑Insured Mail ❑ 1 (Extra ee ❑Yes 4. Restricted Delivery? F )_ •�—. p00'13 276 91430', 2. Article Number iiji. ;.1 is ; 102595-02-M-1540 (Transfer from service label)!11 , Domestic,Return Receipt t PS'{Form 38111 February 2004 COMPLETE THIS SECTION ON SENDER:COMPLETE THIS SECTION . ■ Complete items 1,2,and 3.Also complete A. Sig r Lure ,j ❑Agent item 4 if Restricted Delivery is desired. X �y_��� �� .❑Addressee ■ Print your name and address on the reverse U so that we can return the card to you. Brf3eceived by(P l nle ame) C. Date •f Delivery , ■ Attach this card to the back of the mailpiece, 2L� �/ r�C ��? �1� or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Art``cle Addressed to: If YES,enter delivery address below: ❑No 3. Service Type VIC ❑Certified Mail ❑Express Mail ��`j 1 ❑Registered ❑Return Receipt for Merchandise 1' 6� 11 � I►,\ a �� ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) El Yes 2. Article Number0000: 2760 9!:�h7 ':'' (transfer`from service lab ' ' -- nnn�- � 10A95-02-M-1540 i PS Form-381�—F o a A. re ■ Complete items 1,2,and 3.Also complete � item Is desired.4 if Restricted Delivery' printe Name) C. Ds ■ Print your name and address on the reverse B. Received by( � N so that we Can return the card to y n .�j, ■ Attach this Card to the back of the mailpiece, D. Is delivery address different from item 1? C or on the front if space permits. if YES,enter delivery address below: 1. Article Addressed to: 2., A , r� � �v&��� 3. Service Type Certified Mail ❑Express Mail ❑ ❑Registered ❑Return Receipt for Merc t ❑Insured Mail ❑C.O.D. l Extra Fee) [3 Yes 4. Restricted Delivery?( _ p0p0 2760 9416 7pp5 3110 2, Article Number 102595-02-I (Transfer from service label) COMPLETETHIS SECTIONON DELIVERY' SEN . . • ■ Complete items 1,2,and 3.Also complete A. i re ❑Agent item 4 if Restricted Delivery is desired. X ai ❑Addressee ■ Print your name and address on the reverse I I C. Date of Delivery so that we can return the card to you. B. ceivae-by(Fri ted Name) ■ Attach this card to the back of the mailpiece, .yam or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: if YES I address below: ❑No oOlSewn, a 3. S TYpe N,pz+. El [3press Mail %j ElRegi WReturn Receipt for Merchandise ll ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. ArticleNumber, }; _ 7005 3110 0000 2760 9393 (transfer from serdice.label), COMPLETE • ON DEVVERY COMPLETESENOM • ■ Complete items 1,2,and 3.Also Completer Sign ❑A ent item 4 if Restricted Delivery is desired. ❑ ddressee ■ Print your name and address on the reverse so that we can return the card to you. by(printed Name) ate of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. address different from item 1? ❑Yes 1, Article Addressed to: ter delivery address below: ❑ No 3. Service Type C,A ��, ^� I \ ❑Certified Mail ❑Express Mail l�`1l"$ 8V El Registered ❑Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 7005 3110 0000 2760 9409 (Transfer from service label) Domestic Return Receipt 102595-02-M-1540 �c Form 3$11,February 2004 __ Office Location: 4��SVfFO(�-CO L' Mailing Address: � G Town Annex/First Floor,North Fork Bank y� 53095 Main Road 54375 Main Road(at Youngs Avenue) y = P.O. Box 1179 Southold,NY 11971 py �� Southold, NY 11971-0959 O http.:Hsoutholdtown.northfori,net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765.1809 Fax (631)765-9064 November.13, 2007 Mr. and Mrs. Gerald Wansor 256 N. Suffolk Avenue. N. Massapequa, NY 11758 Re: ZBA# 6074 —Variance for setback Dear Mr. and Mrs. Wansor: Transmitted for your records is a copy of the Board's November 1, 2007 Findings, Deliberations and Determination, -the original .of which was filed today with the Town Clerk regarding the above application.for variances. Please be sure to submit an application for a building permit with three sets of maps and any other documentation. (if not already filed) directly with the Building Inspector's Office. You may want to furnish an extra copy of the enclosed when furnishing additional information to the Building Department. If you have any questions,please feel free to call at anytime. Very truly yours, ,v.inda Kowalski Encl. Copies of Decision to: Building Department Town Clerk (Original for filing) I 1 ZBA TO TOWN CLERK CHECK TRANSMITTAL SHEET . (Filing of Application and Check for Processing) DATE: 08/06/07 ZBA# NAME CHECK# AMOUNT TdRF=Mmp 6074 Wansor, Gerald & 6911 $150.00 AUG - 7 2007 Dorothy TOTAL $150.00 I Ro AD VAN STUN V R0 AD COLD c O m¢nt :. 0 34'49,1E 91.2 fd'pl 50 �— moPos Elo 1 ► Ln pole I• - f�z um 1 O N 04 1 ° F c�° - ��aPc6�o 9111,0 � . OCCUPANCY ORCLI o fence 0:3'N . Cn wIrHo �r cF�C -- Cn POW A UP OVED M NOTE I N ri 6d I rwood w DATE'S v B.P.# 37;9'. ¢c d] FEE: 50 Bti�: cover.¢d / �+ NOTIFY 8 LDING DE 00 p AT dl z 765-1802 AM TO FOR THE I o' o FOLLOWING.NSPEC ON �: ' 1 F'O.UNDAT N TWO EQIJIREDo l ul) r FOR POURE C NCR p 0 2. ROUGH - FR ING LUMSING° °; t 3. INSULATION QQ c R 4. FINAL - C N TRUC N MUST° I LD BE COMPL E F R C.O. O1 PRbj�� I ° I � o ALL CONST UCTIO SHALL MEET;; c Cn •- ��n THE REQU EMENT OF THE N.Y. I , STATE CO STRUCTI & ENE RG I aYz E v! CODES. OT RESF'O SIBLE rjfJrA¢ Ln " DESIGN R CONSTRUC N ERRQ1191ki i 1 t7 . '�i '` ! fd. pi p¢ d'. �. 58�°42 ',46"W. 103.00, �,.. mon. � �G LOT NUMBER . 350 REA 25,734 SQ. F T 0� 1 ea°""`' • tence of right of,mays and or easement`. T. ews i; arcs not Uaranteed, 6rt'�..,..• "' of record, if any, not shown ; .� JOB NO. 00 357 FILE NO:N'ASSAU POINT CLU 6 ONlN HEREON FROM ii;!' -0aL47�liOA1 rHF !iURVCY IS�RPPc• SURVEYED FOR ' " j:TURES TO THE PROPEF TY ?S/ ARE FOR A SPECIFIC PUr: PARED, A�•n O J MIS BEHALF T' LOT NUMBER 3 3 3 'z AND USE AND THE jil S TITII COf1PA,Y, GOVERNMEh' NOT INTENDED TO GUIDE TF.' .;,! Tn-i,^, :T LENDING IN3T; -.C;10t•1 OF FENCES, ,-':TAII'• " i!!TIOi+ :.ISTf!' ':EREOtI, "11�D t' MAP OF N AS S A U POINT CLUB PROP• INC . 'L POOLS, PATIO.'•. PL�niT�n" ;L!r A!.i51h\_E". OF THE LENDIP!' D . rA6, ADDITION TO (lilinu.:r ;NSTITQTIOINI. GUARANTEES A[. SECTION ANYOTHERCONSTRUCTIM :tT T 11N�'b'Pr1° 'i�� ADDITIONf,C I:•TITI TIC d: SUBSEQUENS SITUATED AT C U T C H O G U E ;AUTHORIZED ALTERATION N.Y. DITION TO THIS SURVEY I) % TOWNOF SOUTHOL COUNTY �,: THIS SURVEY MAP NC. 'LATION OF SECTION 7209 - BEARING THE LAND SURVEYOR'S DATE 8 - 2 2 O 0 0' t!E +pr•,I/ RTATr. FDIiCATION INKED SEAL OR EMBOSSED SEAL SCALE 1" = 40 ,Yi or• .6mc u,,cD T y 7 DATE 5 — 7 - 1 9 2'6 i FILED MAP NO. 806 y (REF. ONLY) DISK222, i. UARAN-TE•ED ONLY TO TRiq O,p TAX MAP NO. 1000 = 111 - 4 - 12 1 ,� R. and M RS. G E R A L D W ."N '. NOy f HpROLD F. TRANCHON JR. P.C. 40 ME SI DE LENDI NiG I Nd•s 2 R' ..?�( LAND RU.RVEYOR. %IAT IONAL LAND TENORE;• C L C:;:.;a } T IT L E M" N LT i- 200 *' 1866 WADING RIVER-MANOR RD. WADING RIVER, NEW YORK, 1 1792 t ► ^- "�� - 2 - 9 5 N.Y. L 2 51 6 9�.9 4 6 ae nl n F. 1115-E _ TRANCHON JR.; PENN. LIC, i _.... b,= Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 08/07/07 Receipt#: 6911 Transaction(s): Reference Subtotal 1 1 Application Fees 6074 $150.00 Check#: 6911 Total Paid: $150.00 Name: Wansor, Gerald D & Dorothy 256 N. Suffolk Ave N Massapequa, NY 11758 Clerk ID: MICHELLE Internal ID:6074 Page 2 - Appeal No. 3154 .Matter of HENRY AND VIRGINIA STEINBR.ECHER Decision Rendered August 11, 1983 THE FRONT.,'.-.(WESTERLY) PROPERTY. LINE. Location-of Property: 1525 Haywaters Road, Cutchogue, NY; Nassat? Pb nt'.:9ubdivision' Section D,.: Map 806, Lot 33'3; County Tax , p .PrceY Vote, of the''Board'- Aygs: • Messrs. Goehringer, Grigonis, Doug- lass:.and-.Sawicki. (Memb.er Doyen, of.Yishers Island was absent.) This resoluta.oii was unariimousIy. a$opted. to R EISTED ANU. FILED B. r: kfE SC?UTCyI:D TOWN.CLERK . D P;. GOE ING R, IRMAN DA'k`E HOj] a.�;:16 August 26-,. 1983 wn IV 1 rrd f . MAT -Appe ' J ,RO' :D.=--STA.TE ROAD 25 • . SOUTH LD:, L:J..•,N.Y. 11971 TELEPHONE(516)765.1809 ..ACTION. OF'THE :ZONING BOARD OF APPEALS Appeal No. . 3154 App.licati.on 'Dated June 30, 198:3 (,Public Hearing 7/28/8 ) TO'a ;:.Seachwood'1Contractors,..as agent for (Appell ant(S)] :Mr:;aid Mxs.: Henry Stezi3�reckier Box D41. -Cutchogue., NY 11935 At a Meeting of the :zoning Board of Appeals held on -AuT st. ll,. .19.8.3. the Aboue.:appeal was •considered, and the action .indicat d.,below, was taken on your. [ ]_ .RegU st for Variance Due to Lack of ccess to.Property New York.:Town Law, Section 280-a [ ] RegUest for. Special' Exception under the Zoning. Ordinance i Article , .Section Ix Request for :Variance to the Zoning.O dinance Article III , Section 100-31 [ ] Request for The public hearing.concerning. this application was held on July 28•, 1.983. Upon application.of' HENRY AND .VIRGINIA STEINBREC R, 1525 Haywaters Road, Cutchogue; NY 'for a Variance to the Zoning Ordinance, Article-..2-=, Section '100=31 'for permission to construct'addition•.Wi an 'insufficient, fronty'ard' setback, at 1525 Haywaters Road, Cutchogue, N) ; Nassau Point Subdivision, Section D, .Map 806-, Lot 333; County Tax Nip Parcel No. 1000-111-4=12. The:•board made. the following findings and determination: By this appeal; applicants seek permission to construct a '21' by 16' bedroom-bath .addition..at.the westerly corner •of the.existing one family dwelling structure, The proposed addition would leave a .seetback from..Haywaters Road at approximately 19 feet at from a tie line along 01d Cove Road::approkimately 66 feet.: .' The present front and setback.-of the existing dwelling is approximately 35' from Haywaters Road. For .. the record;:it s. m_no.ted. that the setback of.the house.fr the easterly. propextyfeet and from the southerly property- line approxi- mately 61.'feet_;..•.The lot in question contains an area o approximately, 27,000..square feet and.:i' a' corner, lot as defined by Arl icle III, Section 100-13:and Article XI,..Section. 100-114. The:board:membe.rs have misited the site in que.sti n and are .familiar.with "the land, improvements and immediate surrc undings. In.considering this appeal, the board determines: (1) that the variance request is -substantial' in relation to the requ rements of the .zoning. code (more than. 53%.)-; .(2) that,the circumstances are not .unique; 113) that'by allowing the 'variance .as applied, detriment to other properties may be ,created;- (4) that the difficul y can be obviated:by a method feasible other. than a :variance; ( )'. that the . rq.'Lief.requested-wi,'ll. not be in harmony with or promote the general purposes'pf zoning as applied; -and (6) .that the..inte're is of -. jvstioe will not be served by allowing the ;variance, as.applied-=' (see notation below)'. On motion by Mr. Douglass; seconded by Mr. Goehri ger, it was RESOLVED, that Appeal No. 3154, application for HENRY AND VIR- GINIA STEINBRECHER by Beachwood Contractors, be and HER BY' IS APPROVED, 'PROVIDED•THAT THERE BE A MINIMUM .SE'TBACK OF 3 'FEET FROM DATED: August 26;• 198.3. CHAIRMAN, SOUTHOLD TOTW ZONING BOARD OF APPEALS . Form ZB4 (rev. 12/81) (Continued on Page Two) c � �gsr�9j z2 9r X 2 a5 h RX 4 r rn+c ,a } 5r� X +' E A` y ... .' �re'�ir •�r�jry.f�+ V I' 01111 �t`'j M,4 ','�` t Sr.' y4� * ? 2.n� tsP y}•� f�..a 'SUM R ."'AN y� 5ytaiK�F�Y Ct t t 1 v,:,,��vh�1�'' �.(• � �} ''ft+ ,� �� �"�' '9"Yt'IyY":.?�'Y .r-� � r f• w > r- t 1 `�+ r3?'a 4 Q{�'`+�''{r S�.IA ` y SPUN fii t r N , `"a ,,,f„T �, �;,Za •- i ti.k r` iµp S �r+ C � �' I k it„li'�+r'�" 4 K�.L M i+. -✓ r ' y; 7 i va t• x'r ��'( > Z' L $a. Y lV�'�-.� L� �R'�d>j ( r � "L IJ d§.�t> h �.�e y;k;rtoa-r�J :r d� ���•k� 3 1`� � +"r" s y � 1".t� .:.��yv+5, �}.in6;. G�� :` p �-J•r a N :r r { .,� A ri � ��'F'" t� S Yi i v a Cra 3; tr° w $Sf1L! ) 't r 0 rw,t •�. ., 4 c � ""v f 4 ���y�i � zl'f w �.. `�•�c' , gas. �n`,' rfi+ NXIIIIN d ata ! d K 3 nt4 TT >~ P a �.. tr �..�'�k•r'_'r� 3� e >P ``eyl''"^�,��i a K,�i.x v � }� �. �'���r s.'�t bLAN �. ...�. m.t k .�)t,,yr :'S",� •�, ti< a 4 f a. F N 7 r-�pf �. h.,h �Y7Fir M.,....,F,ter i^r E. s t�`y�("y t r �'r>v� �a ,rx £ �� � K �•��-r $ 'i�a���.,�. �,'y' 7t1't.E C45'�12bZ'c�07 r,�� ,�, +( ,y� T s � �� t� rrr.,lrs�,7�r rSr�r4�r•�v-a.�.µ ..stM�r�'t,,lu+ ; -' y�y-- F�r .,r�C�ltrs',t*ta``fsraw(t �: t S '4�� 5 ,r. t �� •t ,J✓r1Pxa3 L 1�'{�"Y 5�fj��3p3���y.'i IY' � �1.� yy���"Y.r l`a .e.7 �ya�, j t`��t Y�i y���"t(.ft f,�: i rk" X ..,Cc r,.. itP0 �f�Y K6rr='ucirt�ro'fu-a!� f�tIEF' MftF'1.. A�.+7t� 4 f ri 'Y 1 " Y'S3 f.r 1 C F y' + y+ -i?Qt�!'G'f.'&kiPrpRtrlP('crZ'I'['(:5 tl�lG.SE,i;;Xtf1'r�iwfF' �[` ' t•WK,s"n'd - ° r'. '' -liYx 't Y a �7NFIL .iCiTPiC4.5UF`{iC1LKWl�N CL £'lY.' `'.�� •''�`i.'.x{ Yr'•;r t�ypai 92�. "+3��'�...� `��'�. F ( �� CJ����)h`�,,Y'''�x �.._..���^ J'^�"��-•S� 4s5 y!{ J�`#rati � -�i� 'a� + .,w� t ,c: r 5 y 3'r Yy �L�.. 'yxr.F y �'F� .,5.,.tw.•wy yt .�y� 7'7�{ r �v l,,- S z� r y k{ t Q �• T �^z�3pl �.� r.�. .t�1�y'L"����'t''r�ri;�`'�?'ds 2t" SYfs, ,r,: .s>�(�r'J"`'�r-£'�s3kelnt 77�.3� ��'�'r7"`��", +�� w• r f L,{ ..7L.,,�f;�,.{•R J1 .J�i aeJ5.YBemyF vy 1ys`P i{tl'u�"rAry}�Ya L}a tC��"^�a;Ra i;'„''T�$i'n?.0,yr+--3.�sz°�,�"�'si a.NC Ati��"'A"+n�j�,�.3.`lr`�}G,r' iJfrj 3{�lr.�'',t'yyp�k\v'Y w.t.1t+ffYi,V}Up`aA 5tiFY.'[,t�.ti21V,�d'K1 4Q,`t;�N 3r•rT�!�4TE,/t�,p{aF�>y•���f/-`�.1t„t�Y({1�.t`r Lf�..�iN4?p�'G.:.�-)J 1>Tr w�eITLs/,+i�t�L.:,E-�jn�tT.7.t�6 t Pi�`t'ufy'.1`CdJA'r.fI,f.�2IKf�l Pgg1rA'N'{ 1 '(w�r'4 _MOY , QD c, s. c ; �1„aJtf�as� r..: r.. f tzpul; " JO ''fi'k' y s � a t T e r r s Jy,�,4 4f f+�4_�.:_w_L� .LfL-x"..?��y�•---...,�sScr,�r rw""'�i b ` Lxt iC"" i,0,x' �`� Aug, � *°aztc }frs-. EE4YGORTyN rf krd,v.rac'" fit" r • \J __`__..__..�..__tea._.._ .... .. •__•. ... BSI �� APPEALS BOARD MEMBERS, _ S1)FF �0 G Southold Town Hall Gerard P. Goehringer, Chairman ��O y 53095 Main Road James Dinizio,Jr. o P.O. Box 1179 Lydia A. Tortora A �? Southold,New York 11971-0959 Lora S. Collins �1, i �`� ZBA Fax(631) 765-9064 George Horning �IQ1 �.�� Telephone(631)765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 25, 2001 Appl. No. 5000—GERALD AND DOROTHY WANSOR 1000-111-4-12 TRE-O ATION: 1525 Vanston Road, Cutchogue DATE OF PUBLIC HEARING: October 18, 2001 FINDINGS OF FACT PROPERTY FACTS/DESCRIPTION The applicant's property is shown as Lot 333.on the Map of Nassau Point Club Properties, and is a comer lot located along the east side of Haywaters Road and the south side of Vanston Road (a/k/a Old Cove Road)in Cutchogue. The property consists of. 25,734 sq. ft. in area and has a lot depth of approx. 103 feet along the southerly property line. The lot is improved with a one-story frame dwelling as shown on the survey prepared by Harold F. Tranchon, Jr. dated August 2, 2000. BASIS OF APPLICATION: Building Inspector's July 27, 2001 Notice of Disapproval for the reason that Section 100-244 and Section 100-242A, the setback from the front property line is required to be 40 feet. Applicants' proposed additions/alterations to the existing dwelling will be set back at approximately 31 ft. from the front property line. AREA VARIANCE RELIEF REQUESTED: Proposed entry deck with fully extended stairs at the west side of the house, which addition will be 31 feet at its closest point. REASONS FOR BOARD ACTION DESCRIBED .BELOW: On the basis of testimony presented, materials submitted and-personal inspection, the Board makes the following findings: 1. Grant of.an area variance will not produce an_ undesirable change in the character of the neighborhood or a detriment to nearby properties because applicant seeks to build a small deck (approx. 225 sq. ft.)with surrounding steps, which will act as the entrance to their.home. This type of entrance is common and consistent with the area. 2. The benefit sought by applicant cannot be achieved by some method, feasible for appellant to pursue, other than area variances because the lot is narrow in width and has streets located on two sides. 3. The requested area variance is not substantial. 4. Grant of the variance will not have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district. No evidence was presented to suggest that the physical or environmental conditions in the neighborhood would be adversely impacted. 5. The difficulty has been self created. Page 2—October 25, 2001. ZBA Appl. No. 5000—G. and D. WE,, Parcel 1000-111-4-12 at Cutchogue RESOLUTION/ACTION: With the understanding that no future variance will be considered for construction on this side of the property, motion was offered by Member Dinizio, seconded by Chairman Goehringer, TO GRANT the variance as applied for, with the understanding that the time limit for the proposed construction will be within three years. This action does not authorize or condone any current or future use, setback or other feature of the subject property that violates the Zoning Code, other than such uses., setbacks and other features as are expressly addressed in this action. VOTE- OF THE BOARD: Ayes: Members G ger Chair , Dinizi , Tortora, Collins, This Resolution was duly adopted (4-0). (Me er Hornin of Fi ers. Ian s sent.) G RARD P. GOEHRINGtR, CH MAN ZONING BOARD OF APPEAL., MAILING ADDRESS and PLACE OF HEARINGS: 53095 Main Road, Town Hall Building, P.O. Box 1179 Southold, NY 11971-0959 (631) 765-1809 Fax 765-9064 LOCATION OF ZBA OFFICE: Town Hall Annex at North Fork Bank Building, 1 st Floor. 54375 Main Road and Youngs Avenue, Southold website: htW:Hsouthtown.northfork.net September 13, 2007 Re: Town Code Chapter 55 — Public Notices for Thursday, October 18, 2007 Hearing Dear Sir or Madam: Please find enclosed a copy of the Legal Notice describing your recent application. The Notice will be published in the next issue of the Times Review newspaper. 1) Before September 24th: Please send the enclosed Legal Notice, with both a Cover Letter including your telephone number and a copy of your Survey or Site Plan (filed with this application) which shows the new construction area or other request, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, to all owners of property (tax map with property numbers enclosed), vacant or improved, which abuts and any property which is across from any public or private street. Use the current owner name and addresses shown on the assessment rolls maintained by the Town Assessors' Office located at Southold Town Hall, or Real Property Office at the County Center, Riverhead. If you know of another address for a neighbor, you may want to send the notice to that address as well. If any letter is returned to you undeliverable, you are requested to make other attempts to obtain a mailing address or to deliver the letter to the current owner, to the best of your ability, and to confirm how arrangements were made in either a written statement, or during the hearing, providing the returned letter to us as soon as possible; AND not later than September 251h: please either mail or deliver to our office your Affidavit of Mailing (form enclosed) with parcel numbers, names and addresses noted, and furnish it to our office with the white receipts postmarked by the Post Office. When the green signature cards are returned to you by the Post Office, please mail or deliver them to us before the scheduled hearing. If any signature card is not returned, please advise the Board during the hearing and provide the card (when available). These will be kept in the permanent record as proof of all Notices. 2) Not Later October 5th: please make arrangements to place the enclosed Poster on a signboard such as cardboard, plywood or other material, posting it at your property for seven (7) days (or more) until the hearing is held. Securely place the sign on your property facing the street, no more than 10 feet from the front property line bordering the street. If you border more than one street or roadway, an extra sign is available for the additional front yard. Please deliver your Affidavit of Posting prior to October 17. If you are not able to meet the deadlines stated in this letter, please contact us promptly. Thank you for your cooperation. Very truly yours, Zoning Appeals Board and Staff Ends. own--of SoutholdTZBA n� m O App. Name Q Tax Ma �Q File No �� ❑IT segw� a BoardMember Leslie Kanes�Weisman Search ❑ Unhste C Other Hearing Time 8.57 0& �. ,.,... 1 4 12 File Number 607 .Tax Map it App. Name Wansor,.Gerald and Dorothy ; Received Date 816/2t071 Tot Fees150 00 Hamlet Cutcho ue T e Residential Zone ; R-40 i s Date forwarded to Town Clerk 9 Yp e _ Status New Action l Meeting DatesR Building Dept i Location 1525 Vanston Road I §:.Meeting Dated .ND Date /25/2007 Shorts .q Nearing Date /18/2007 ND Date Second Story addition; Walz; 37.9 ft. existing front l � r Desc yard setback will remain; 280-124 requires 40 ft. 'Hearing Date ND Date LIJ front yard setback = - r . Nearing Date I ND Date I Hearing bitea {:'NC(,Date Notes earing Dates l ND Date A e N coon Dat Da ,. D ' 8/6/2,007 12 07 P,M GAPS; NUM Developed by the Southold Town Data Processing Depa, rtmenti { i4uTlk . l= UF Ht HK1 ,40- The following application will be heard by t he Southold Town Board of Appeals at Town 'Hall, 53095 Main Road , Southold: NAME : WANSOR, G . & D . #6074 MAP # 00 111 =4= 12 APPEAL : Front Yard Setback Variance r,EQUESTE Add itions/Alterations DATE : THURSDAY, OCT. 18 , 9 .030 AM If you are interested in this project, you may review the file(s) prior to the hearing during normal business days between 8 AM and 3 PM . CONING BOARD -TOWN OF SOUTHOLD 765= 1809 ' F - __- - : -v IN VN __2 u4p pRopp540 6AfIvAGE ....... feRH T!7 M -154PI av ��f I Li vi _ W� "ter ..�••• i ..._--_,_.....,.. .._.._.._ �_P . m _.._ xmjef- i;, t c� :�- ------- � b ,� � •�� 17N�.�.�i,l_ . .��...._ � 1-/j� 63 ""fit" op .r _ �G.f .f ,. --- - ..+ +r++ Y s s I , C. 0 _ :. ri _ I 6/iF - Vr"�+,.`" F✓ 3 _ ° t • I I � � � f tiu::�9r : .� ! WON DNAW LU lot — a 1_ �V PST I I`�:t ` ; FINAL . . I _ _ _ Hots - REVIEWED _� .� - 8Y ZBA 1 ✓� J - - - �, +� I SEE D -ISION # 'o N DATED / l` L, I l . .. ._..__._Pad.... _._--- .. '� .. - 2 x tee --I _l_. �,.. ...... a,_ �e I .1 �i} •" w I '` oo LAT � 1 �% ��, dam' 1 �' ��. �`� �� �• � �� � a th � C, ���=�G��' ��_ - f: z N 1 FAT ......T,!7 LIVN , _ 7 r► 1 7�) r49P f))��f f ir. - - f. 0 11 (1) _ /� (J/yam/ ��••(y.4U�♦[{ rJ`6�` M/ �e `�/u/) /}J /A���yq� ._ ... . - 1 4= NO &40t - P - _ - ri L4 2� in { r _ _ 4 I _ a t { 4 i}yj}pMmf yy,�•.�,1 ' t , •, - - - •,r fi_ Q Gr .. ...._....... ,...._..... �r{rye _.__.._......_... ..,.__.. ,.u,., , _ w. - r lot ............ _ _mr , . w 1 -Z 01 AI r14 0000 .000 m 10�,P Ls 03 I �J :, ,� #;1 :s, `1! a,""''2 .a. �.......,� ) w.":»T" 4 I 1 , f � -- �� �� �w ' '.......?" { • ................I- _. ,---- ---- I NN __ ".� • _ ._.,fir da? _.....�.- .:.. r.Z,. � .,.ter-.-- - - —_ _ - �/' ---- # '•{ _ �i 1 f U_ O_� Foe 41444 V` YE rai•wsrrt ' —�- ...- _-- _ + (�, �?"- ���� �� 1• +` (`.�' ( � is , �I �.�, s,.i -- .., ..- -..wrr r.rrrrwrrrrrrr'rrw,r•' c 17 LP P47�j 40 9t _...-._. -_ :;}. tY �-,. .'•-�rzr. �� .nt.�., :azs;::>r..�.,�-..w.;,...-�. .ci t.:..:.;L -:t� TO fob I - f amti5a _ 1 -S ;;- "''� "i• 1'� ,Yr Mu,..a ;±i.,u_.�::' �*-F..__ 77777 ._._...Z._-�._._7 VI-•.+ •� _ r. < s • ,±)ltxn AL J I t IItkCIQ 1 101 01 ti _ I ; � -�Ar { 1 I _ _ ..w r �� {` t;,. ! ( '" I , `1 l `-,+�:: ... t } J.i w t t■■ �,p\ iy/ �A.-•y Q(� ', w.=.' ---_+ ,r.,,..•. ��f.N. �j ;, t i , t, i `j t1Ef+ 1}I 1t1 {ii { ` ,! i 1 ! •11 �� cor 1 V I7 V ♦ V 1` 4�' .� w' ��i �,,.n� .. ._ .-C.,___-F �... _... -� � � 49 ecq ! � i l • 1 _ _..__.. I w' ..,d. I # II�nc9G•. i - 'Sf DOW p .�. .�... I ( ■ �"1� -_ �ktii` '' �: _"::_ _ +_µ__ ���+ �`--_r•_� _. ___ O � �— y��}.�(�"r'_i!t{s __ - .� -- - _. -imp --- - — _ _ IDA o � �, CAI - _ _ L..e4d 10 11 ;:Oro 4 ploov To 1*p P , �W L4 [N Pol Cf 1 IT I, ' - _ __ _..,.._...» _ ._.._t'. F�.{•'t.!_..��Nc._.._..... — 1 ,�AITu.^�r."__""I"'. ....—_.__._.,..—..—......� �' �L ram.. v 7 v _ ==40 • ymks NQ Ile loe TT ' � 1 11 J I ill i l �+,,, \ _ -- - _ _ — -- ------•-^-+ -.._-._-_•-..--_,—..__.._-.--.—,._..,......._... -- a+ i � I! 5 I` } i ....., -.......,......,.... T�""""'� tr j 1 + � (�n �� � -a � i i �rt � id � I' � ,}4}} i � :r 4 �.:.� i fI �• i �. � -��,..7..a1 q.h it ` i: _ ----__— MI,•; { ,A,r+ i l _ ??r �: ? 9 .�, - Ti ._ ' " ;j` .P "t �, j ;` .fi; ;`. t s, ;I — � �. 11 �i # i{l `�j' I i�, "i ?,' ? •;�'l F ?,�a i �{., _ +� —__.-.� '�-U'- �3 !-R• '.•i•. _ i b � I ,- �F. iit �, i ,�} �I it ,I; 'i, '��. I f}51 �� f !. �r'fi+i I ty �/JI'''•��. ° t. :1.}.+. rwerw,rn...aon .I ,I :1 i {-.� y�� �.....i+•t,y�> ._ _ I1 � f}i t 1 l' �} 1• I ��' I, r RZ i{}'t`[ .>y ..',.. .'I'-• ' N`- 1 i }r .}i� F,:,{ - } • ,. � i.,, !' 'i; � t. i ^��"'""'^`'"°""'ws � ,a �,i 1,t I i • :�. !! � 4.i `a �','{'. — tom. i 't" ,'. ..+..y.._,_....,..._,.-......,_.._.•.•._. .... :+""rww,W.. .+...ten"'. ,,,� t IL _ - - c.10 -------- O'4 4_6 r s![ > � ^/fir n •--'•�"" �-... _ -r �✓ - - - - , . x _ 411r, ell, 40T e7 RN1 00 IM VO � a _ I - M -ool - �v '� • • Icy JvV �i _ . _ 1 Wv -- fi �,t, - L jai� � � - y� �ar c L lv � p - - - ....... ' AV x CK ---- 4W h{ ov I - , d D J ," , UP TFINAL MAP . � �.. (� � t � -- �`-" �Eri = ED BY i i VV I .._. S ._._ E DECISION #` 1 9_4)g�. �.�.. .N_.,.._�,... -�... _ i ., .._....... .__.-_..._..._ ..._ P , L P T�� al ATED�JU. QNJ 0 _ ll 0 Yp._. . fd rr ___p J3 Rd X K k1,4L Y C ye k 1 a Yp. CL 50 a do tL 2 i � MAI -4 T__f v 7 b-� TUR. . ....«.._._.».,........_..._,.....__._..._........_....._............- r, ....._ -_....._-,...,,._.__,.-...-...-.-._.,. rA•r.•.Mrw�wrwAwAA�� ( E � _ _ !!�I, � ��J _ _ I 1 i- { T- d - -- � Coo t owe. �i --- n �.J _ v Z, - - ° OPP �.EQW Lt 01 A iW ­ � r, dw �j� ff� IF .. 1.00 Wm -.000 __- 1 `4 e 1A d _2111 •. Ali 0 Strte�gJTle i tr L MTs30 OR t AT EACH-F tO�F• RAFTER 1� W 1 -�-- _ ( •� -� .. .. f E pN�AiLfi AT I•I .. EAO I Pe L0`0# I TEi STL D TO ROOF S CDNNI*GTION A f V, flied !�v tk �. W v .4 -- = o _ . . �� - l�1 _ _- --- __ -- _ __ _.__•- - - _. °� Ld idd 4dffr� ' ' ► .� o „0 -Pad I Aw . .. _ loo f I �i a 7 IN, to x • -�j.�. , ._ reMl:croRg AND suPPoarF:�3 NOTEg: ._. . . _.._...-....__. __. L DESIGN CRITERIA PER }?301.2.1,1 OP THE N•YA. RESIDENTIAL CODE. d > C Ll t ALL WOOD FRAME CON�M�TRUCTION SHALL CONFORM TD THE +rnpson 5trcng-T(e .-. 2! I _. . . AMERICAN FOREST mmd PAPER ASSOCIATION (AF AND AP)WOOD - ff FRAME CONSTRUCTION I!^,ANUAL and 1995 SBC HIGH WIND EDITION -_ �� •� - --- WOOD FRAME GONSTUC�rIDN MANUAL FOR ONE AND TWO FAMILY -� N _.___ --i:_ — DWELLINGS,FOR WIND SPEEDS BETWEEN 110 AND 120 MPH. - { �„� -f�r ►� ��� • 2. ALL GONECTORB 5HAL11, BE HIGH WIND RESISTANT AS MANUFACTURED 5Y SI "4SON STRONG-TIE COMPANY: � lVis ,. LSTA18ALLOWABLER -- -- — -................ .. .... 3. n OAD COM'�ECTORS ARE FOR USE WITH DOUGLAS FIR, fir• Cy 30 — _ ..._.. SPRUCE OR..DUT;4M, -.";NE- - i G/ _. 1 :.. ..._.... .. t ' 77 //tom//J .-`.i: • • • • '�/ •� � .' -'' 1�REQU RED LING SCNEDULI=S � a %�� �! ±;� 4 REFER TO DETAILS FO I NAILING ,q►.(D CONNECTOR TYPES. — f PHD5 S MTS16 +s? �• ;� ,. (minimum F� double stud) S• ALL CONNECTORS MUSTBE INSTALLED ACCORDING To : ._ .,.•(� " MANUFACTURERS INSTRiLICTIONS. f Sy V Frl METAL JOIST HANGERS_.-________ .••:,,... ,•, -,:, ; :, � ' - • 6. INSTALL "SIMPSON" CON�iIECTORS O RS WHERE .._ P41 k ---_ .. .... . . .... ......._-__._.__._._._.___....-....--.. . -� t { TAIL SEAMS FRAME INT6 HEADERS OR WHERE HEADERS MEET WHERE JOIST F -- �-- .-----_.___- _ _- -- • '�%j:a.. ... -: TRIMME INTO FLUSH GI •. :.: RE M .._.----- ' •.;::. RS OR RAMS GIRDERS, �. ..;.,._ OTC .__.. ..-----••--_:L,.,� .-__.._...- ._ . ��`• ;, ._ 1, R<�OR BE EITHER N •NAILS USED EX'iE APPLICATION SHALL ` .. . DIPPED,ZINC COATED, t�t�?STAINLESS STEEL AND SHALL BE ;. � , COMPATIBLE WITH THE IflATERIALS WITH WHICH THEY ARE USED. _ `y /eP 2x6 OR 2x10 LT520 2x8 � • R.;`}}' 8. PURNISH AND INSTALL 4LL SILL ANCHORS,STRAPS, JOIST HANGERS � 4 OTHER BUI II FASTENINGS 16 O OR 2xi0 _�_.._.-..___� ._ � • •::,., fir- AND ANY O ER LD NCs EN NGS SNOU�I OR SPECIFII=D �. I; AND/OR REQUIRED BY +CODE. INSTALLATION' •8'-0" D.C. - - ASLIDM _J_�53-4v .2 0 .,..04f_ {'� 9. INSTALL HURRICANE CLIIIPS AS SHOWN FROM ROOF RAFTER (TRUSS) i TYP. TO TOP PLATE TO STUDJ,STUD TO BOTTOM PLATE TO FLOOR FRAMING TO SILL PLATc::,SILL PLATE TO FOUNDATION At ALL NOTE: � � � ,. - ���-.'-� +''`"'�. • - FOR 2x12USE LTB21 CONNECTIONS ALONG AI�LL WOOD FRAMING TO ENSURE A CONTINUOUS LOAD PATH. FOR I-JOISTS USE T5 • Window Schedule � � -� � -x a 13 • TENSION BRIMING DITAIL L �I 1� "'• --- _ p1 Aloft -- EXPO- oN POSITIVE PRESSURE NEGATIVE PRESSURE MOaEL# �4a �f�I + 4'1 SCALE.- N.T.S. WINDOW TYPE SIZES SURE LIGHT VENTH AT[ I ` L MINIMUM SrEEAR WALL :aR4hl't' 512B :.�"��, _._.._ - .�� �,.�► � �.. . ..��. ��.�. .. �_ ...__' ----------- .. .. .... ..... _....._.__._.•__.__. ____ ._ - - --- ASPFZT RATIO. RI/L t 51 fr C�.p,l � +. •'7. f Ps _ ._-.. "- we, i 1f NT NOTH MU r • 7q MT612 4. +15 9.?6f 29. 1 rtf 0 3 10 , y �\ P I - n "jXV I_ _ _ .�- _ -_ _.. . ...__..--_ - - P - __ _. -. . _.. . _ .I 102 _.. H - •_ .. +. - P - o EACH o . u ' STUD, o 0 0 � n • PROVIDE !1) CV "` - - .�► ......e c7. r2 �. �t +..' . 1"�� �• 304 -Z--10 SIMPSON t�2-�5D�53 JACK STUD + o ° _ . _4111 C0 HE BULLUDS . . SIGN -- - ---- - - -- - - _�__ _ .� ____v _ - _..._._.._....._...__._ __� _... _ _ 4� _H___ PW 44 ;.- E 6 9 A 344 _- -- i RMIt k F,9, A� xd9 Via, 2 . -. .- - -�- I P . +• II+ -� MV 55'C1BIb At•IC}10R SALT 4F 0 iH 4* sic _ - 1/ 1 cax -Yr L SWEATI w I o F»� 1� 1��ADIR T1 aA •� — $d NWL S a bFINALA P '� �. 8 R A'I SCALE NT.S --- _ _....__ V41 .. B� A ! S�- aDvRc W x ' ' �? I� I! vs• eaa_ s t1�IIZ10�R w �� •lISION — W C 0LOZ NAILS b -r oc. ® s � Ion 0.6• < REVIEW E� � `� Note: The house is located in a high wind borne debris region; tEC herefore the glass is required to meet the criteria of the large missile r - . . SEGMENTDETAIL SEED test ASTM E 1996 an d E 1886--However: The owner ISlnstalling structural shutters that conform to R 301.2.1.2—Exception � � LL DATED Therefore,the glass will not be required t et the large F__ reo meet missile test required. • SGIV.>L:'Ir2'A I'-O" PE7? Y+>P'GM PI6i. I'..5 t SSG. 3.4.4.Eo tJ 24.7f6f W G q_4 2- rYl - Table 3.7 Rafter/Ceiling Joist Heel Joint Connection Requirements for jl 20 psf Roof Live'Load ExpOSURTa cB" I. Table 3.1 Nitiling Schedule 1 = R 301.2.1.4 � to N 16d NAIL AT 4 Its.O.C. GYPSUM WALL BOARD INSTALLED IN ! w i CHAPTER Roof Span ft.) RoofSpan(ft.) Joint Description • NumberofNails Nail Spacing ! 0 ACCORDANCE WITH +t-:. ^.,• _ -;✓-T -'r: a_. .x.;' _ -:c.�.,.- - set:;�-• +r,.H'(yi`urn: :?3"- .e?;'` %: i:a:.i�::i"�`.,`�i`,a'#'t s�r, t`:' .,r�:i.. �x O(� i'.'l r•a '2�.6•. �.w •Il<i .,��• i 12 20 28 36 12 20 28 36 T1[� FOLLOWING REFERENCE STANDARD WAS USED IN THE DESIGN OF THE Rafter to op Plate (Too-nailed) (see Table 3.3A) per rafter v'n ►�� t't S Rafter Rafter equired Num r of 16d squired Capacity eel Joint STRUCTURE: Slope Spacing Common Nails per Heel Joint Connection(lbs)"'•" Ceiling J ist to Top Plate (Tor-nailed) (see Table 3.7) pa joist I �'`�� Ceiling 7 ist to Parallel Rafter (Face nailed) (see Table 3.7) each lap (in.) Splice,,,., American Forest and Paver Association (AF& PA1 Ceiling 7 ist laps over Partitions (Face-nailed) (see Table 3.7) each lap z Collar Ti to Rafter (Faco-nailed) (see Table 3.4 er tie ; 1 Wood Frame Constrluction Manl�al for one and two family.dwellin¢s 8d NAIL AT 6 IN.O.C. 8d NAIL AT 12 IN,O.C.ON ALL WOOD STRUCTURAL PANEL 12 4 6 8 1 I 426 766 09 1419'• Blocking Rafts(Toe-nailed)(End-nailed) L EDGES FRAMING MEMBERS NOT AT INSTALLED IN ACCORDANCE 3:12 16 5 8 11 14 426 766 1095 1a19 2 8d each end ALL PANlE ) Rim B to Rafter(End-nailed) 2-1 bd each end 646 2134 ( 21 640 1152 1 rr, �>" '� .F,.�::, - :;��-�, ;;,:.:�: r•=�c�:'r.�:,=••-e 7 11 16 24 '�: 'r, ;r�:. ,:a `h.;v.-.l. -::tie:tk.i .�.,+ ;�., .; .s�,• TABLE R602.3 1 WITH ( ) PANEL EDGES F� .•i!T�1�Tj.:,"u�i .'�'{'�v;-.`-.:,>::+6`i�`.r(-� ".:�iS,. .f.`"4fa iG,'. 12 3 5 6 8 240 432 617 800 `.•:�~,..; '�:.; ",>'"""�` .'; "�"` - ,. -- - ed) a OUTSIDE CORNER DETAIL 4:12 16 4 6 8 11 319 575 821 1064 Top Plat b Top Plaza ns (Fa e-nai 2-16d' per foot t ( ) 24 5 9 12 16 480 864 1234 1600 Top Plat at Intersections (Face-nailed) 4-16d joints-each side Stud to Sid (Paco-nailed) 2-16d 24"o.c. 12 3 4 5 7 192 346 494 640 a Header t Header(Face-nailed) 16d 16"o.c.along edges - - _ 5:12 16 3 s 7 9 255 460 657 ssl DESIGN CONDITIONS- Top or Bottom Plate to Stud (End-nailed) 2-16d per 2x4 stud GYPSUM WALL BOARD INSTALLED IN 24 4 7 10 13 384 692 988 1280 3-16d per 2x6 stud w ACCORDANCE WITH CHAPTER 7(INTERIOR) 12 3 3 4 5 137 247 353 457 TABLE R301.2 (1) 4-16d per 2x8 stud Bottom ate to Floorjoist,Ban4oist,Endjoist orBlocking (Face-nailed) 2-16d per foot I .: • 7:12 16 3 4 5 6 182 328 470 608 l� � 24 3 5 7 9 274 494 706 §1441 �;, ,•: v m .. . ... ,..y,.,.yrr�, ,v. I r� .-i,.. .9j.,., .( •:�Y,. �'!-� S •`.tie'`! � �.i. .�Tt':�>: AMIN��.."7.'a��r... ;i.r.,>r.,..,. cn. .^.i. -r'?+•�'(t�°�;' '_ ( 3 3 4 107 192 356 Ground Snow Load-45 PSF '� - °'� • �:;,',. • ' ,'"� - CD 16 3 3 4 5 142 255 364 473 I Joist to S II, Top Plate or Girder•(iToe-nailed) 4-8d , -pa joist I ! u � WOOD STRUCTURAL PANEL 3 4 7 214 384 712 Bridiiag oJoist (Toe-nailed) 2-8d each end 0 INSTALLED STRUCTURAL IN ACCORDANCE Wind Speed- n MPH 12� M g •� 8locktn a Joist(Toe-nailed) 2-Bd each end 16d NAIL AT 244 IN.O.C. WITH TABLE R602.3 1 3 3 3 144 206 267 Blocking Sill or Top Plate ailed)(roe-nailed) 3-16d each joist cu ( ) 12:12 16 3 3 3 4 106 192 274 355 Seismic Design Category- "C" Ledger S 'p to Beam(Face-nailed) 3-I bet each joist j " 3 4 6 292 274 355 Joist on ledger to Beam(roe-nailed) 3-8d per joist I = ►� 8d NAIL AT`6 IN.O.C.ON ALL FRAMING Band Joi t to Joist(End nailed) 3-1 6d oist MEMBERS AT PANEL EDGES AND 12 IN. ' Nailing requirements shall be permitted to be reduced 2.5%if nails are clinched. Weathering-Severe Band Joist to Sill or Top Plate(Toe-nailed) 2-16d' per foot F` "Y. E SN : 'd ebe c a�MB der or n I ME wal her ,w .x•:NG beari 1 _1�• •1' .':��'�°�f� ,s�., O.C.ON ALL FRAM of uired when the rid a is su orted b a load g Hedjointconrtexionsaren required $ PP Y � 1� ;.,.:.,,�.:•';�..•-- AT PANEL EDGES When intermediate support of the rafter is provided by vertical struts or puriins to a badbearing wall,the tabulated heel joint ► ►► connection requirements shall be permitted to be redu cod proportionally to the reduction in span. Frost Line Depth-3 -0 Structural Panels 8d (see Table 3.8) , ' Equivalent nailing patterns are required for ceiling joist m ceiling joist lap splices. Diagonal .X6ard Sheathing 'TabuIated heel joint connection requirements assume ceiling joists or rafterties are located at the bottom ofthe attic ace. Termite Probability-Moderate to Heavy 1"x6"or wider 2-8d per support space. � I"x10"or wide e her in the attics ace the tabulated heel joint connection requirements shall be 3-8d per support When ceilin oists or rafter tics are local chi t J req AIL g P CORNER DETAIL C b INSIDE gj O - increased by the following factors: Deco Probability- Sli t to Moderate ' t 25.4 mm, Y � .• .. •; �; ,:--'. •=i::'-,..• .� '� �G��as1�;��'x�a-rs ,. k�. ,�. ` , ,.,.� ,;;� , Ceiling Height/ht/Roof Ridge Height Heel Joint Connexion Adjustment Gypsum'Wallboard Sd coolers 7"edge/10"field ~ ~' • g g g 8h _ - � V O ✓'w s. Y T. '7 tit ,4' aC[OfS .f�-.in r i FIGURE R602.10.5 Winter Des Tempera F Table W 110.2 _ EXTERIOR CORNER FRAMING ;c ;; i ;:, i ► 516 6.00 Stmctu Panels 8d (see Table 3.9) Ice Shield Underla went-Re uired-YES-R905.2.7.1 Fibaboa Panels ! 0 _ 4/5 S.00 Y q 3/4 5.00 7/16" 6d 3"edge/6"field I 2/3 3.00 Flood Hazard-NO t1allboard 5/32" 8d 3"rage/6"feels i Fr 11/2 3 1.50 Gypsum 5d coolers 7"edge/10"field Hard1'-)ar 8d (see Table 3.9) �j r 1/4 1.33 • I/5 1 25 Portia arc Panels 8d (set Table 3.9) Diagonal Board Sheathing 0 1/6 1.20 1"x6"or 1"x8" 2-8d per support 1/10 I.I1 1"x10"or wider 3-8d per support StructuralPanels - - 1"orless 8d 6"edge/12"field Table 3.3A Rafter/Ceiling Joist to Top Plate Lateral and Shear Connection grata than 1" - I Od b"edge/6"field Diagonal Board Sheathing Requirements 1"x6"or Vx8" 2-8d per support , (Prescriptive Alternative to Table 3.3) Vx10"orwider 3-8d per support i Table 3.S Roof Sheathing Attachment Req'.eirements for Wind Loads - 'Nailing quirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed 3"on-cents at the panel edge to obta,n gher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates, j APPLY ANCHORS THROUGH FLANGE Fastest Mile Wind Speed(mph) shall be u to maintain the bad path. IN ACCORDANCE WITH PUBLISHED ' When w 11 sheathing is continuous over connected members,the tabulated number of nails shall be permitted tol be reduced to 1-16d nail per MANUFACTURER'S ' RECOMMENDATIONS. Fastest-Mile Wind Speed m h 90 100 110 120 foot. 90 100 110 120 Rafter/ Wall Height Numberof8elCommonNai s I ! FIGURE R613.S(5) Ceiling Joist (ft.) (Toen ailed)Required in Each Rafter ! " •• THROUGH THE FLANGE Spacing and/or Ceiling Joist AMERICAN WOOD COUNCIL STRUCTURAL SHEATHING u 1 «•-�- i • (m.) to Top Plate Connection' E F E F E F Sheathing Location° Rafter/Truss Spacing Maximum Nail Spacing for 8d Common Nails 12 8-10 3 3 3 3 ? i (inches,O.C.) inches o.c.) ENERGYNOTES: 4'Perimeter Edge Zone 12 6 12 6 12' 6 12' C16 CD 3 3 3 3 I r ^_ 3 3 3 16 6 12' 6 6 6 6' ' 6' 1. ^II construction shall be accordance with the requirements of the N.Y. 6 6 6 6 6' 6' 6' 6' 24 8 3 3 4 5 l0 3 4 s s State Energy Conservation Construction Code latest addition at-the time 24 6 6 6' 6' 6' 6' 4' 4' the permit approval. I 10d box nails shall be permitted to be substituted for 8dcommon nails. 2. Exterior doors and door at the garage U=.40 max. , Interior Zone 12 6 12 6 12 6N44, 16 6 12 6 12 6 ' When ceiling joists are installed parallel to rafters,the sum ofthe toenails in the rafter and 3. Indows and aii glass U=.30 max. 6 12 6 12' 6 r'ailing;oist shall equal orexcad the tabulated numbaof nails required. 4. II fireplaces to be provided with a damper for outside combustion air, To avoid splitting,no more than 2 toenails shall be installed in each side ofa rafter or -.' "".` FIUGHT t313.S(8) 24 6 12' 6 12' 6 : ceilingjoist when fastened to a 2x4 top plate or toenails in each side when fastened to a 150-200 c.f.m. flue to have tight sealed damper-max air leakage 20 e.f.m.WRE } `" h,�A -.• ' THROUGH THE F NGE ' 2x6 top plate.GableEndwal[RakeandRakeTmss 5. I shall be the responsibility of the Contractor to submit the sine, design '' : :,.. nd type of mechanical system which will be used in sufficient detail as i . . HOARD SHEATHING i Table 3.4 Ridge Tension Strap Connection Requirements r quired b the Building Department. I ` _ Minimum Number of 8d Common Nails perJuppoll Y 9 P Sheeting Sint RafterlTmss Sparing ' 6. II thermostats shall be adjustable 45-75 degrees F. for combination N. r ,. (inches,o.c.) t� R �•' eating and cooling thermostats the range shall be 45-85 degirees F. "� lx6 or Ix8Sheathuh 12-19.2 2 2 2 �„. 7. C�ombuS ion equipment for furnace heating and water heating shall have a i ' '�► . t a / r f` 12-19 2 3 3 3 Fastest Mile Windspeed(mph) Fastest Mile Windspeed(mph InIrT)UcombuStion efficient of 75% and have standbylosses less than Y 1x10 or larger Sheathing ` , r t e code s stifled maximum based on actual equip mart size.. _ E - Nail spacing at panel edges(in-) 90 100 110 120 90 100 110 120 P P I /! � , ,�, f F - Nail spacing at intermediate supports in the panel field(in.) 8. I sulate all pipes and ducts as per code. Roof Pitch Roof Span(R) Number of 8d Common Nails in each Required Capacity of Ridge 9. ' dater service temperature controls shall be set at 140' F maximum. i i �.._. .. `^' • ( �� , ' For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 fat on each side of the roof peak,the 4 foot i end of 1-1/4"20 gage Strap"" Connection 1 E ^ - perimeter edge zone attachment requirements sball be used. g P `� ) 1 f 10. 11 lavatories and showers shall be equipped with devices to limit hot' ; ' Tabulated 12 inch o.c.mail spacing assumes sheathing attached to rafter/truss framing members with G20.49. For framing water flow to a maximum of 3 g.p.m. @ 60 p.s.i. pressure. '�312 12 2 3 4 4 237 312 394 members with 0.425G<0.49,the nail spacings shall bee reduced to 6 inches o•c• g g table J03.2 Of i 484 Energy Code: min. EER efficient shall be as cified i '�. Tabulated 6 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G20.49. For fnunin 166 3 4 5 6 316 416 525 05 11. VAQ coolingequipment shall be rated in accordance with ta� 2 5 6 7 95 519 657 8 7 / , -- • , „�; .......... ....__-_ ,.._ ... . -_ �•y '+ '. �± members with 0.425G<0.49,the nazi spacing slha be reduced to 4 inches o.c. Q (efficiency) In 9Y ,y 24 4 5 7 8 475 623 788 968 a 9Y specified Energy I ' Tabulated 4'inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G20.49. For fram ing . I . I b-f--ol 4 < k� t members witli 042<_G<0.49 the nails acin shall be reduced to 3 inches o c. 28 5 6 8 - 55 4 831 050 1129 91 ode al t a. _ 32 s 7 - - 6�3 s31 loso 1291 2 hernial transmittance valves shall not be greater than thevalves 36 6 8 - - 712 935 1182 1452 ' `' ,• bulated in tables 502.2 of the Energy Code zone 11 B. a:12 12 z 2 3 3 ]s9 za7 312 3sz 13. II material capable of absorbing moisture shall be protected by a vapor 16 2 3 a a 252 330 416 510 arrier located on the winter warm side of insulation. _ 20 3 4 5 5 315 412 520 637 ' 2 s 14. nsulation shall be installed in a manner that provides for continuity of o ; 24 3 4 5 6 37 a 494 623 76 P i Table 3.9 Wall Sheathing Attat3htaei>�t Requirements for Wind Loadls 2s a s 6 7 a41 577 731 s9z insulation at plate lines, band joists and comers. 36 5 6 8 8 566 742 935 101477 -r-- .. .- . ._. S:12 12 2 2 2 3 145 190 zero z9s ARC;HI STATEMENT ECT�,, , ��` . .� .s FastaEMile Wind S m •� t 16 2 2 3 4 193 317 400 393 1 JO e h Gratzer, Architect state that to the best of m knowledge, belief and mot' ,;� 1 120 7 400 491 B P , Y g e . „ 90 100 110 20 2 3 4 4 241 31 II ti. ... •'' 24 3 3 4 s 2s9 3so 4so ss9 professional judgment that the plans and peci cations in these drawings comply j ti 28 3 4 5 6 338 443 560 688 ! ...,,.-.� STRUCTURAL SHEATHING or PANEL SIDINC2 32 4 4 5 7 386 507 640 786 with theN.Y. State Energy Conservatio Constru tion Code. E F E F E F E F 36 4 5 6 7 434 570 720 884 LSTA1 is Sheathing Location:' Stud Spacing Maximum Nail Spacing for 8d Common Nails 6:12 12 2 2 2 3 131 171 216 264 ' '-' inches o.r_ inches, oic J 16 2 2 3 3 175 228 287 352 ,,..,. 4'Edge Zone 12 6 12 6 12 6 12 20 2 3 3 4 218 285 359 440 16 6 12 6 12 6 12 6 12" 24 3 3 4 5 262 342 a31 528 e- ~ ^ 28 3 4 4 5 306 399 503 616 PHDS-SDS3 6 12 6 12' 6 12' 6 32 3 4 5 6 350 457 575 704 36 4 5 6 7 393 514 64? 792 MTSi6 „` ' (rminimum lntaiorZune 6 12 6 12 b 12 ' r double stud) l6 6 1z 6 12 6 12 6 lz' TABLE R301.4 r 7:12-12:12 12 1 2 2 2 123 160 201 245 i ��' �: �:�� . , ei ; � �• 3 N� MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 16 2 3 3 3 205 266 334 327 OUndS 24 6 1z 6 12 6 12' lz" (in p per square foot) 1 24 2 3 4 4. 246 320 401 490 USE ' LIVE LOAli • .�. �, _ M i, �' ' _ -- .-- BOARD SHEATHING or LAP SIDING '-� x. *» rr•- ri".± 2 3 4 5 6 328 426 535 65a Exterior balconies 60 ,. „� •. �:' - ;` � ' Sheathing Size Stud Spacing Minimum Number of 8d Cmumon Nails per Support L 3 INAL M - (inches,o.c.) 36 3 4 5 6 369 479 602 736 Decksl 40 EVIEWED BY 1x6or 1x8Sheathfrh 12-24 2 2 2 2 Passenger Vehicle garagCSa 50a . LTP4 � i ,� Tabulated connection requirements are based on total uplift minus 2/3 of the roof assembly dead load(2/3 x 10 psf). T. number d 1 1 to I and the framing s attached to accordance Attics h I 1x10 orlar a Sheathing 12-24 3 3 3 3 � When the tabulated numb of nails required in each end ofthe soap is aqua 'n i Attics Without StOCageb e )0 'gp _ - __ _______ _ with Table 3.1,the ridge strap an additional nailing is not required. EE DECISION - LTP4t - -- - --- --- , A 1CS with storage 20 / ` LTP4 spacing ''�!• , E -Nail spacing at panel edges(in.) When a collar tie is used in lieu of a ridge strap,the number of fool common nails required in each end ofthe collar tie need ATED Il 1 i as required the anal field in. not exceed the tabulated number of 8d nails in a steel strap. Rooms Other than Sleeping rooms 40 I LTP4 ry F - Nail spacing at intermediate supports in p ( ) p �' I for shear ` Tabulated connection requirements are based on a 12"ridge strap spacing,for different ridge strap spacings,multiply the a "� and,uplift ' For wall sheathing within 4 fat ofthe comers,the 4 foot edge zone attachment requirements shall be used. tabulated values by the appropriate multiplier below.If the number ofnails in each end of each ridge strap exceeds 8,special Sledping rooms i 0 ----------------- Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with G20.49. For framing members connection hardware is required. Tabulated length requirements assume a mean roof hti ht of 33 feet. For mean roof heights of 15 feet or less,the tabulated Stales 40c with 0.425G<0.49,the nail spacings shall be reduced to 6 inches oc, g eq g g , ' For exterior panel sidin galvanized box nails shall be emitted lobe substitutexlfortbtrrnon nails. values shall be permitted to be multiplied by 0.80. rGuardrails and 1landrallSd -200 - C ° � ; - 'raj t For SI: i pound per square foot=0.0479 kN/m2, 1 square inch=645 man=, •M`' j p Ridge Strap Spacing(in.) 12 16 19.2 24 48 72 i pound=4.45 N. • 4i I-- t ; a. Elevated garage floors shall be capable or supporting a 2,000-pound load 4; applied over a 20-square-inch area. i Multiplier 1.00 1.33 1.60 2.00 4.00 6.00 lj° I b.No stora'.with roof'slo a not over 3 units in 12 units. AMERICAN FOREST&PAPER ASSOCIATION I IrL, R602.8 Firebloeldng required. Fireblocking shall be pro- vided to cut off all concealed draft openings(botth vertical and Table 3. t 2A Sill or Bottom Plate to Foundation Anchor Bolt Connections .-- .•-.. ._ , ._••_.._ _ _ -" " horizontal)and to form an effective fire barrier be;tweenstories, Resisting Lateral & Shear Loads and between a top story and the roof space. Firebblocking shall be provided in wood-frame construction in the following Iota- (Prescriptive Alternative to Table 3.2) l lions. j t .. � ._ 00 t°rQr tN�• 1. In concealed spaces of stud walls and partitiaps,including � - --- - - -� --.-� _ ... � � � M furred spaces,at the ceiling and floor levells. Concealed __ ___.__.._.. p ti e q horizontal furred spaces shall also be fireblorcked at inter- 1/2"ANCHOR BOLTS 5/8"ANCHOR BOLTS t¢t R. . oNo r vats not exceeding 10 feet(3048 min).Batts for blankets of o mineral or glass fiber shall be allowed as fureblockin in Fastest-Mile Wind Speed Fastest-Mile Wind Speed - gM � � � � walls constructed using parallel rows ofstuds or staggered (mph) (mph) APPLUNCES -V-L �/ W q v Si studs. - r121 _. ... .. 2.2. At all interconnections between concealed vertical and' 90 lo0 110 90 100 �10120 Dishwasher 2550 •- • ►• a w . " horizontal spaces-such as occur at soffits, drolp ceilings and cove ceilings. rBolt Maximum Anchor Bolt Washer 2225 Anchor Bolt Foundation Bracing Wall Perimeter Maximum Ancho 3. In concealed spaces between stair stringers at tine top and Connection Supporting Edge Nail Spacing(in.) Spacing(in.) Spacing(in.) Dryer 1850 --- bottom of the tun. Enclosed spaces under stairs shall Cook Top 2160 - ' -- comply with Section R314.8. Still Plate to Foundation* I Story All' 46 72 - C/J - (Ciao l Space orBasement) _ es 36 Refrigerator 2800 • 4� At openings around vents,pipes and ducts at ceiling and 23 � - • -• 3 Stories 15 Oven 6225 ' floor level,to resistthe free passage of flame ands products � _________.__.__._.. ,.._____._ •• o combustion. Boiler existing,) 1850 y rn ' Wall Bottum Plate to Foundation 1-3 Stories 3' 19 28 • 5• For the fireblocking of chimneys and fireplaces, see - -� (slab-on-grade) ^ F Section R1001.16. 6' 36 57 6. Fireblocking of cornices of a two-family dowelling is TOTAL APPLIANCE VA 119660. VA required at the line of dwelling.,alit separation. . , *y, a . . A Anchorage required to insist lateral loads sh;,tl be determined in the foundation design per Section 1.1.4. .---- R602.8:1 Materials.Except as provided in Section R602.8, � ' Anchor bolt spacings based on maximum shear capacity of unblocked roof and/or floor diaphragms(279 pil), y ' ' Anchor bolt spacings based on maximum shear capacity of bracing wall perimeter edge nail spacing of 3"o.c.(731 plf)built in accordance with . U 4 ' 1 Item 4,fireblocking shall consist oft-inch(51 mm)nominal Section 3.4.4. MECHAN�tCAL NOTES. _ j lumber, or two thicknesses of 1-inch (25.4 min) nominal �`'' - ' Anchor bolt spacings based on m aximum shear capacity of bracing wall perimeter edge nail spacing of 6"o.c.(421 pif)built in accordance with ,. 1 lumber with broken lap joints,or one thickness of'-3/3z-inch Section 3.4.4. -•~- •- - _ � (19.8 min) wood structural panels with joints backed by �- The Mechanical System shall be installed in accordance with the requirements of 3/3,-inch (19.8 mm) wood structural panels or orne thick- Chapters 12--24 of the Residential (Code Of New York State. i I ness of 3/4-inch(19.1 mm)particleboard with joints backed ,by 3/4-inch (19.1 min) particleboard, 1/2-inch (12.7 min) Table 3. --'-'- • vV gypsum 1 3B Uplift Strap Connection Requirements The Existing Mechanical system is in good condition and is capable of handling • gyp m board, or 1/4-inch (6.4 min) cement-based mill- ' board. Batts or blankets of mineral wool or glmss fiber (Roof-to-Wall, Wall-to-Wall, and Wall-to-Foundation) installed in such a manner as to be securely retained[in place C (Prescriptive Alternative to Table 3.3) the additional loads as per New York;;state Chapter N1101,2.1, Chapter shall be permitted as an acceptable fire block.Loove-fill in- 1101.2.3 and AJ202.2. sulation material shall not be used as a fire block unless spa- I . �i cifically tested in the form and manner intended fcrr use to � � � j demonstrate its ability to remain in place and to retard the ELECTRICAL NOTES: GENERAL NOTES: , Fastest (mph)spread of fire and hot gases. � _ •� r, :- 90 300 l l U 120 I n Rsulati n Unfaced fiberglass.Unfaced fiberglass batt The electrical system shall be installed in accordance with the requirements of 1. The er: shall be ve led to the exterior.in accordance with insulation used as fireblocking shall fill the entiire cross Framing Spacing Roof Span Number of 8d Common Nails in Each Hr section of the wall cavity to a minimum height of CnJ (fit.) End of 1-114"a 20 gage Strap'a Chapters 33-42 of the Residential Code of 1'�1ew York Section M 1�01 16 inches (406 mm) measured vertically. When piping, conduit or similar obstructions are encountered, the 12 2 2 3 3 insulation shall be packed tightly around the obstuuction, 16 z 2 3 4 O 20 2 3 3 4 PLUMBING NOTES: 2. All Glazing: shall comp ly with Section R 308 R602.8.1.2 Fireblocking integrity. The integrity'of all 1'- '-4 '- 3 4 5 " fireblocks shall be maintained. 28 3 4 4 5 The Plumbing shall be installed in acc,,-►rdance with the requirements of - 3� =' 3 4 5 6 ' 3.2.1.7 Wall Assembly or Sill Plate to) 36 3 4 5 7 - - Chapters 23---32 of the'Residential Code of New York 3. In All Framed Walls :� rs and Roof/Ceilings:s: - --- --� Foundation 3 3 4 comprising elements o the building thermal envelope, a moisture - 12 2 16 ' 3 4 5 vapor retarder shall be stalled on the warm-in-winter side of the ' . 3 4 4 ' . Sill plates or wall bottom plates shall be anichored to the 16 2a 3 4 5 6 STRUCTURAL NOTES: insulation iIll aceordarlc with Section R 322 �-- foundation system in accordance with the requirements 3 4 6 of Table 3? or Table 3.2A. When Table 3?A is used, 36 4 s 6 s The existing Structural System, Fountii;lltion and Footings are adequate to support I '' anchor bolts shall have a minimum bolt diameter of %s 36 a 5 7 _ inch. A minimum of one anchor bolt shall' be provided the additional load of the second floor addition. 4. Wall and Ceiling: finishes shall have a flame-spread classification' of not ' within 6 to 12 inches of each end of each plate.. Anchor 12 z 3 4 5 - 16 3 4 a 5 greater than 200 with asmoke-developed index of not greater than 450 r 20 3 4 5 6 in accordance with Sic 'on R 319 bolts shall have a minimum embedment of 7 inches in 19.2 za a s 6 7 _ i concrete foundations and slabs-on*-grade or 15 inches in 28 4 s 7 g - ' masonry block foundations (see Figures 3.1a-c). Anchor 32 4 6 7 - . 36 5 6 8 5. Insulation: shall havt; flame-spread index of not greater than 25 with a ; + . bolts shall be located within 12 inches of corners and at .• - smoke-developed index of not greater than 450 in accordance with j spacings not exceeding the requirements specified in Table .:� 12 3 a •s 6 , 3.2A. Sill plates or bottom plates shall have full bearipg 16 3 4 5 7 Section R 320 20 4 5 6 8 on the foundation system. 24 24 4 6 7 _ 28 s 6 8 ' 3.2.2 Uplift Connections 32 s 7 , ns 36 6 8 - 6. Interior Wall COyerir shall be in accordance with Section R 702.3 ' Tabu;ated uplift requirements assume a roof/ceiling dead load of]0 psf(2/3x 15 ;; ..•..--•..p psf). if a ceiling assembly is not present or if the ceiling assembly is not connected to 7• Exterior Wall Coverin : shall be ill accordance with Section R 703.4 I 3.2.2.1. Roof Assembly to Wall Assembily the roof assembly,the tabulated number of nails shall be increased by] nail at each end of the slk,% For each•5 psf increase in etn:rmral roof/ceiling dead load,the tabulated f Rafter or truss to wall stud uplift connections Shall be in number of nails shall be permitted to be redu ced by 1 nail. ' For T l nit wall and wall- foundation connections,the tabulated number of nails 8. Asphalt Shingles shall, installed in accordance with Section,,•R 90'5.2 i- accordance with the requirements of Table 31.3 or Tablereduced shall br,F.amnitted to be by 1 nail at each end of strap for each full wall I � above.3.3B. When rafters or trusses do not fall in ling with studs - below,rafters or trusses shall be attached to d11e wall top - Prescriptive Design Limitations --;-,. , pate and the wall top plate shall be attached to the wall � � •���; �� J, stud with uplift connections in accordance with Table 3.3. `GENERAL NOTES: Attribute Limitatiori Reference See Section Figure 1 3.2.2.2 Wall Assembly to Wall Assembl;y . 1. All construction is to conform to N.Y. State and local building codes. Number of Stories 3 1.1.3.1a 1.1 I -- 2. All plumbing is to conform to County and local health department (,�, • Wall stud to cor- 4<• y ,� f.� ,:::n x. h4'9: G,. wall stud uplift connections shall be in ac requirements. y�} .�, . . '< Yi.4. �=S;rJ:r i - dance � _ '..� with th the requirements equire n s of Table 3.3 or Tl'ab 3. All eleetriC Work i3 O �� �.. '�._. :�'� �...,.-•�• ,,•� �ter.. }:, I 1e 3.38. t conform to Local NE `a. � .'�• ,�_ r "�• �."''C and U d rit rs When studs above do not fall in line with stud be n er1N a '`� ,� ° '-_ ' '''' ��`L•V""`� -° Y �i�•-��•----�-''-•--? s low, �� 3 ,._ ,»,,. •1'S.I ik. r-;.f. ,..=:�' ` . the requirements. N _ , ; ....-+++...---..i•. Lumber Joist Span g 26' 3.1.3.2a I i studs shall be attached to a common member iinahe floor 4. Contractor shall verify all ;:,mansions and conditions in the field prior to Joists assembly with uplift connections in accordance,Oith Table 1! 3.3• construction. Notify the Architect of conflicts or discrepancies. Joist Spacing H �, 24" 3.1.3.2b t' c. - 5. Do not scale the drawing. Written dimensions shall take precedence over ' scaled ones. Larger scale details shall take precedence over smaller n a 2 Cantilevers/Setback-Supporting loadbea ring Ohearwall or non-shearwall d* 3.1.3.2c 2.1 ad 3.2.2.3 Wall Assembly to Foundation drawings. It'is the intension of the drawings to provide for a complete job in all respects. Cantilevers-Supporting nonloadbearing 1heanuvall or non-shearw all L/4 3.1.3.2c 2.lb 6. The Architect shall be not, --- . First floor wall studs shall be connected to thie founda- ed Of all Changes t0 the design. The Architect Cantilevers/Setbacks•Supporting nonloadbearing shearwall 4d 3.1.3.3d 2.lc,e R602.10 BRACED WALL L S ! lion, sill plate, or bottom plate in accordance With the re- is not reSPOflSlble for Chi�llgeS made without notification. ...�- quirements of Table 3.2 or Table 3.3B (see Figuees 3.1a- 7. The contractor shall be responsible for adequate bracing of all work during Floor vertical Floor offset d 3.1.3.2d 1.3 Braces wall panels shall consist o Method#3 R602.10.3 (wood structural panel sheathing) %Z">5/16"ok. Braced wall parol length shall conform to table R602.10.1 located at each end e)• When Table 3.3B is used,a minimum of 1 r/a"'x20 gage the construction against breaking, collapse, distortion and misalignment Dia hragms • M Floor Diaphragm Aspect Ratio 4:1 3.1.3.2e 1.6 and at least every 25' . steel strap shall be nailed to the studs in accordance with according to all codes, standards and good practice. �! Table 3.3B. Stec] straps shall have a minimum embed- 8. Provide smoke and carbon monoxide detectors as per N.Y. State codes. Floor Openings �� tioa Lesserof 12'or 3.1.32f 1.7 s I i ment of 7 inches do concrete foundations and slabs-on- 9. The installation of all materials and products shall meet all manufacturers f LYE ' 50%of Dimension R602.10.7 PANEL JOINTS t `? grade, 15 inches in masonry block foundations, or be requirements. lappedunder Concrete t ewith •r• ,•� •;•;ate and nailed ,,; •f,,�' ,.'- ��..,. accordance ::•s '�: ,� ,ems;'., .. :;.P e Tab � �.�-r .. 1 �. t:'s o b 3t �, �.. _.�.1 t e 000 . . �•' �-' �� -y�• .�, �,, r n 2 ton t. Al r •�. .�' "• 1 ,cal e vert join Ps u is of e square 1 sh of so' s:r ::,. •�`wAit. s 1 0 3It bean �.�:,.. ha 1 ccur P n . . ov, er Stu q r.•��,3Pan s Ho:�= �. rizont B `L al join g is in se9 -�:� - d Figures - 5 -r, .1 Mien �.� the '•�-,e g stee �.h.. 's :•t"�l e r- PP Ca capacity. Verify soil-be - - - p y. fy wring capacity in the field. panels shall occur over blockin �• ' • 11.Double frame around all openings under parallel partitions and under wall studs Loadbcaring Wall Height �r,� lo' 3.1.3.3a - 1 " _ R602.10.8 CONNECTIONS �- •••�� �••.•����-- bathrooms. Non-Loadbearing Wall Height � 0 20' 3.1.3.3a 12."Teco' connections required at all flush structural load carrying conditions. under the bottom late, 3-inch square washers shall be Braced wall panels sole plates sh I be fastened to the floor framing and top plates shall be P13.A11 framing lumber is to be Douglas Fir #2 fb = 1150, p.s.i. E=1.4m, p.s.i. k � 2a." 3.1.3.3b Wall Stud Spacing I ar� - connected to the framing abode ' accordance with table R602.3(1). used on the anchor bolts and anchor bolt Spacings shall 14.A11 headers and girders to be Douglas Fir#2 fb=1250, s.i. E=1.7m s.i. not exceed the requirements specified in Table 3?B. Steel 15.All exterior deck framing shall be CCA treated. P P S k is Shenwall Plan Offset 4' 3.1.3.3c 1.2cN straps embedded in or in contact with slab-on-g1•ade or 16.The Architect allows one stricture to be built with this set of plans, With � i masonry block foundations shall behot-dipped galvanized One building permit: The Architect shall not be responsible for additional /% shearwall Segment Aspect Ratio 40 �► 3'fz:1 3.1.3.3e 1.5 _ after fabrication, or manufactured from galvanized steel Pgm p , .'hh structures built using these plans.coated with a minimum of 1.8 oz. of zinc er uare R13.4.2 ANCHORAGE R613 1+`j(tA1V� q foot .2.2 WOOD P n: A re abri t :�:�.: i' - ca ed fire places, L aces I S,. _,=,:, alfl flues shall ,�_� .,• U L ��•. �s�..a r :Y ��- Y A P appr oved. - ooF_ of steel t P - 1` :�,. _-� ,•determined a k• ..i- - � d b y.t.4 using �-•�: :s. F the Trip),- '�=' -ASTM A l •�f"=��•9U . Spot t .f•, . P „ 'yy Ir•..f' .Yi.• n r;f 5 ..)n� 54i 3 V - Exterior window and } Z ass 18.All h doors coders assemblies Y not a mb i t noted 1 re to be 2 es shall a -2 be an x g anchored a.12 ed as per 8 63 1( .5 5 through) the Test. P ( ) � ED 1 C VV 19.Bridging to be of solid wood blocking and fire stops. • Lumber RafterSpan(Horizontal Projection) ll.• 26' -3.1.3.4a{ - flange. REVIE bp'1� I'fZ V E pECIS1ON # �� P Rafters SEE � . 20.Provide damproofing at exterior foundation walls. � e �7 ` Rafter Spacing ! �, 24" 3.1.3.4b - R613.6.1 MULLIONS p►TED `���j..�• --"' 3.2.3 Overturning Resistance 21.All'flitch plates L.V. L.'s and girders are to bear on solid wood posts and o I D have solid blocking down to foundation walls. X10 Overhang Length l q Lesser of 2'or rafter 3.1.3.4c 2.1f Mullions shall be tested by an app roved testing laboratory and adhere to sections R613.2, 22.All joists and rafters are to be bridged 8'-0"o.c. - 4 length/3 Mullions and shall b3.4 . 3.2.3.1 Holddowns 23.Interior bearing walls are to be blocked @ 4'-0" o.c. R613.3 p P 24.Steel ASTM A-36 painted bolts as noted ) Roofsb e i�l Flat- 12:12 3.1.3.4d e Holddowns shall be provided as specified in the shearwall P (A307 , Welds-E70XX, p R613,6.3 DEFLECTIONEC� requirements of Tables 3.15A-B for Wall Type:I or Table reinforcement ASTM gr.60. - - 3.16 for Wall Type II selected in accordance with 3.4.4.2 25.Record Architect is not responsible for supervision,ervision inspection Or Roof Roof Diaphragm Aspect Ratio 4:1 3.1.3.4e 1.6 �� yP F' P P Mullions shall be capable of r.-sist the des, - administration of this r Diaphragm P g design pressure loads applied b the (see Figures 3.7a-bj. A continuous load patfi from the project. 4.7/ pp • y e windows and 4•- ;-. t•c�,, door assemblies without deflecting more than L/175 holddown to the foundation shall be maintainedi.•Wllere a I ' *Exception:Maximum L/8 for cantilever supporting only a roof rwith a clear span of 28 ft or less. • , holddown resists the overturning load from thle'story or �� R613.6.4 SAFETY FACTOR_ ,� `"z�•� '"` stories above,the holddown shall be sized for thte required _ ,•t�� �' m�� e.. " holddown tension capacity at its level plus thte required Mullions shall be capable of resisting g"the•design pressure times 1:5 applied to the window holddown tension capacity of the story or storites above. and door assemblies. -• . • i I• . SECTION M1501 R404.1 Concrete and masonry foundation walls. Concrete and masonry foundation walls shall be selected and SECTION R309 - ' R308, GLAZING ;.. , :-:..�:......_. CLOTHES DRYERS EXHAUST constructed in accordance with the provisions of this section or in accordance with ACI 318 or ACI 530/ASCE GARAGES AND CARPORTS Tl 5/TMS 402. R309.1 Opening protection.Openings from a private garage R314 STAIRWAYS I I I ; R368.4 Hazardous I cations. The follorvin shall be considered specific hazardous locations for the ur oses of I j M1501.1 General. Dryer exhaust systems shall be indepen- .directly into a room used for sleeping purposes shall notbe per- 9 p p p I i ; glazing: . . t I dent of all other systems, shall convey fling moisture to the R404.4.6.1 General. Reinforcing steel shall meet the requirements of ASTM A 615, A 616, A 617 or A 706. The miffed.Other openings between the garage and residence shall .R314.1 Width. Stairways shall not be less than 36 inches (914 mm) in clear width at all points above the permitted ` ; outdoors and shall terminate on the outside of the building, be equipped with a 45-minute fire-rated door assembly y • P p m fled i r . i I Exhaust ductterminationsshal]beinaccordancewithtlmedryer minimum yield strength of reinforcing steel shall be 40,000 psi (Grade 40) (276 MPa). Vertical and horizontal wall equipped with awith a self-clos;n device. N handrail height and below the required headroom height. Handrails shall not project more than 4.5 inches (114 mm 1, Glazi �_�� � 1 ng in side- inged doors except jalousies, j ..manufacturer's installation instructions. Screens shall not be reinforcements shall be placed no closer to the outside face of the wall than one-half the wall thickness. Steel R309.1.1 Duct penetration. Ducts in the garage and ducts on either sidle of the stairway and the minimum clear width of the stairway at and below the handrail height, i 1 , ! Io0l installed at the duct termination. Exhaust ducts shall not be reinforcement for foundation walls shall have concrete cover in accordance with ACI 318. penetrating the walls or ceilings separating the dwelling including tretads and landings, shall not be less than 31.5 inches (787 mm) where a handrail is installed on one side • connected with sheet-metal screws or fastening means iclm P 2, Glazing in flag and sliding panels of sliding door assemblies and panels in sliding aind bifold closet door I i 1 extend into the duct. Exhaust ducts steal]be equipped with a from the garage shall be constructed of a minimum No.26 and 27 incMte s (698 min) where handrails are provided on both sides. backdraft damper.Exhaust ducts shall be constructed'ofmini- R402.2 Concrete. Concrete shall have a minimum specified compressive strength as shown in Table R402.2 Concrete gage(0.48 mm)sheet steel and shafl have no openings into 4 assemblies. i - __ . � "" ! -. mum 0.0 I 6-inch-thi ck(0.406 mm)rigid metal ducts,'having subject to'weathering as indicated in Table R301.2(1) shall be air entrained as specified in Table R402.2. The the garage. Exce ion: The width of spiral stairways shall be in accordance with §RR314.5. .. I'� ' �'--`! '' • smooth interior surfaces with joints running in the direction of 3. Glnzin in storm j g maximum weight of fly ash, other pozzolans, silica fume, or slag that is included in concrete mixtures for garage R_309.2 Separation required. The garage shall be separated g doors. i -�; , i air flow.Flexible transition ducts used to connect the dryer to floor slabs and for exterior porches, carport slabs, and steps that will be exposed to deicing chemicals shall net from the residence and its attic area by horizontal or vertical Y R314.2 l-rc mcls and risers. The maximum riser hei ht shall be 8-1 i . I 1 ' . the exhaust ducts stem shall be limited to singlelen the not to dto Sections R309 1 and R309.2.2. 9 /4 inches (209 min) and the minimum tread depth i t Y b g separations confannin� p 4. Glazing in all unframed swinging doors. I i exceed 8 feet (2438 min) in length and shall be listed and exceed the percentages of the total weight of cementitious materials. Materials used to produce concrete and x; shall be 9 indrl�es (229 min). The riser height shall be measured vertically between leading edges of the adjacent- labeled in accordance with UL 2158A.Transition ducts shall testis thereof shall comply with the applicable standards listed in ACI 318. In addition to the cements permitted �309 2 l Vertical separations Where artitions areusedto/,, g p y pp p e aratevertically an attached garage from a dwelling orit ' <r trends. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of 5. Glazing in door and enclosures o i I i , }not be concealed within construction. b ACI 318, cement complyingwith ASTM C 1157 is permitted 1' 3 b 9 for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers, Glazing in i i , y P atti the a ;t n assembly-shall h ve / - r t e- es1•s- adjacent t1^e�ads and at a right angle to the tread's leading edge. The walking surface of treads and landin s of n l r-+--� . 9 any part of n buiL ing wall enclosing these compartments where the bottom exposed edge of the glazing is less than ; '�" i ! ance rating stairway shaill be sloped no steeper than one unit vertical in 48 units horizontal (2-percent slope). The greatest 60 inches (1524 m ) measured vertically above any standing or walking surface. M1s01.2 Exhaust duct size. The minimum diameter of the R403.1.4 Minimum depth. All exterior footings and foundation systems shall extend below the frost line specified in i '- Triser height iwithin any flight of stairs shall not exceed the smallest b more than 3/8 inch 9.5 min . T e g 1 �; exhaust duct shall be as recommended by the manufacturer and - Y ( ) h greatest Table R301.2(1). All exterior footings shall be placed at least 12 inches (350 mm) below the undisturbed ground. j. tread depth within any flight of stairs shall not exceed the smallest b more than 3/8 inch 9.5 min I ' f �'L y ( ) 6. Glazing, in an i dividual fixed or operable panel adjacent to a door where the nearest vertical edge is within a ! 1 ' shall be at least the diameter of the appliance outlet. ;,�.. I ; _ „f , Exception In lieu of providing partitions that have�a TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE 3/�-hourfire-resistanceratin one la ey rofs/t;-inch-thick. =J, -inch (610 min) re of the door in a closed position and whose bottom edge is less than 60 inches (1524 min)' : fw. , 1 . \w R314.2.1 Profile. The radius of curvature at the leading edge of the tread shall be no greater than 9/16 inch (14.3 above the floor or walking surface. M1501.3 Length limitation.The maximum length ofa clothes T. sum hoard may he installed on the garage sid` `�� � � �* • '' min A nosimc no ( ) . E ' dryer exhaust duct shall not exceed 25 feet(7620 mm)fro mthe , • and one layer of 1/,-inch-thick: Tyne-X gypsum hoard ) I t less than 3/4 inch 19.1 min but not more than 1-1/4 inches (32 mm) shall be provided on 1 dryer location to the wall or roof termination.Tire maximum COMPRESSIVE STRENGTH a(f e) '�-t-iF; a beinstalledo t e ositesi e. A licat•on h lll�e stairways witch solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more 7. Glazing in an individual fixed or operable panel,length of the duct shall be reduced 2.5 feet(762 nun for each ! in accordance wit],Section R703.3. i. 9 p p n I, other than those locations described in Items 5 and b above, i ! '. • than 3/8 irw1h (9.5 mm) between two stories, including the nosing at the level of floors and landings. Beveling of ; , • 45-degree (0.79 rad) bend and 5 feet (1524 min) for each ! 9 9 that meets all of he following conditions: i - ► ' Weathering potential b 9 I , 90-degree(1.6 rad)bend.The maximum length ofthe exhaust I R309 2 Horizontal separations. Where horizontal '' nosing shall I'Itu't exceed 1/2 inch (12.7 min). Risers shall be vertical or sloped from the underside of the leading edge . ,;,I I duct does not include the transition duct. TYPE OR LOCATIONS OF I construction is used to separate the garage from the rest- of the tread' above at an angle not more than 30 degrees from the vertical. Open risers are permitted provided1 I ' ' 7,1, Exposed area of an individual a 2 i --�-�- 1 '~ i Bence or its attic such construction shall be protected with that the o onin between treads does not permit the passage of a 4-inch-diameter (102 mm) sphere. ( , CONCRETE CONSTRUCTION Negligible Modest Severe - ! P p g Exceptions: Basement walls foundations and other - , one layer of5/g-inch-thick Type-X gypsum board installed p pone greater than 9 square feet (0.836 m ). 1 P ExcEFT-col�I : concrete not ex osed to the weather 2 500 2 500 2,500 C 1 in accordance with the requirements of Section 805.1. I I 1 p , Openings in horizontal separations shall pot be permitted 7.2. Bottom ed a less than 18 inches (457 mat) above the floor. V 1 _j I t i 1. Where a clothes dryer booster fan is installed and listed � -. except whetetheresiBenceisotherwise�rotectedhyvertical 1. A nosiinq is not required where the trend depth is a minimum of 11 inches (279 min). 1 �; 7.3. Top edge eater than 36 inches (914 min) above the floor, i - and labeled for the application,the maxunum length separations. Where the horizontal separation is a floor- 2, Tl;r; opening between adjacent trends Is not limited on stairs with a total rise Of 30 inches (762 min) or less. of the exhaust duct,including any transition duct,shall . Basement slabs and interior slabs on p 9 J t be permitted to be in accordance with the booster ceiling assembly, the structure supporting the separation grade• except garage floor slabs 2,500 2,500 2,500 c shall also be protected by not less than inch(15.s7 min} ` fan manufacturer's installation instructions. Where a r , 7.4. One or mare walkingsurfaces within 36 inches 914 min horizontal] of the glazing.: Q#4 ! I N Type-X gypsum board or equivalent. R314.3 Hend.room. The minimum headroom in all parts of the stairway shall not be less than 6 feet, 8 inches (2032 { ) y g g• } 1 I ;.. clothes df from the rooms is installed anger is located, mm) measured vertically from the sloped plane adjoining the tread nosing or from the floor surface of the landing or 8. All Inzin in r� i i i I 1 '' Basement walls foundation walls glazing I ngs regardless of an area or height above a walking surface. Included are structural baluster i cessible from the room in which the dryer is located,a R309.3 Floor surface. Garage floor surfaces shall be of permanent identifying label shall be placed adjacent to ' exterior walls and other vertical approved noncombustible material. platform. 9 9 where the exhaust duct enters the wall.The label shall concrete work exposed to the weather 2,500 3,000d 3 000 d J' panels and nonstrii tural in-fill panels. , bear the words"this dryer exhaust system is equipped P The area of floor used for parking of automobiles or other p ; � i' S, , with a remotely located booster fan." vehicles shall be sloped to facilitate the movement ofliquidsto R314.4 Windlers. Winders are permitted, provided that the width of the tread at a point not more than 12 inches t I . . ; . • Porches, carport slabs and steps a drain or toward the main vehicle entry doorway. (305 mm) from the side where the treads are narrower is not less than 10 inches (254 mm) and the minimum width' 9• Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spas where the bottom ••- 2. Where the make and model of the clothes dryer to be of nn tread is not less than 6 inches 1 edge of.the pool o spa side is less than 60 inches (1524 mm) above a walking surface and within 60 inches (1524 - • installed is known and the manufacturer's nstallation iu- exposed to the weather, and garage R309.4 Carports.Carports shall be open on at least two sides. Y ( 52 mm). The continuous handrail required by §RR315.1 shall be located on , r , I structions for such dryer are provided to the code floor slabs 2,500 3,000d,e 3,500 d,e Carport floor surfaces shall be of approved noncombustible the side whetre the tread is narrower. min) horizontally of the water s edge. This shall apply to single glazing and all pones in multiple glazing. " '• ` , enforcement official, the maximum length of the ex- material.Catports not open on at least two sides shall be consid- { ' haust duct, including any tra sition duct, shall be per- ered a garage and shall comply with the provisions of this sec- I 1 , 10, Glazing adjacent to stairways, landings and ramps within 36 inches (914 min) horizontally ofi a walking surface {i ' a. At 28 days psi. R314.5 Spirarl stairs. Spiral stairways are permitted for interior use as a component of the means of egress from a when the exposed surface of the glass is less than 60 inches (1524 min) above the Zane of the'•nd agent walkin i miffed lion in accordance t i the dryerrnanufacturer s Y p lion for garages. habitable ronln, a basement or an attic, provided the minimum tread width shall be 26 inches (660 mm) with each p j 9 s w:.i 1 � I''installation instructions. b. See Table RR301.2(1) for weathering potential. c. Concrete in these locations that may be subject to freezingand thawing during construction shall be air- Exception: Asphalt surfaces shall be permitted at ground surface, y J g g level in carports. tread having a 7-1/2-inch (190 min) minimum tread depth at 12 inches (305 min) from the narrow edge. All treads r • L. , • entrained concrete in accordance with footnote d. shall be identical, and the rise shall be no more than 9-1/2 inches (241 mm). A minimum headroom of 6 feet, 6 . d. Concrete shall be air entrained. Total air content (percent by volume of concrete) shall not be less than 5 The area of floor used for parking of automobiles or other inches (1982, trim) shall be provided. A spiral stair is not permitted to be the only means of egress from a story of 11. Glazing adjacent to stairways within 60 inches (1524 min) horizontally of the bottom tread of. a stairway in _ . R404.4.6 Reinforcing steel. percent or more than 7 erCent. vehicles shall be sloped to facilitate the movement ofliquids to g y any direction when the exposed surface of the glass is less than 60 inches (1524 mm) above the nose of the ' ` g p p a drain or toward the main vehicle entry doorway. a building. tread. i R404.4.6.1 General. Reinforcing steel shall meet the e. See 9RR402.2 for minimum cement content. R309.5 Flood hazard areas. For buildings located in flood � r I hazard areas as established by Table 301.2(l), garage floors R314.6 Circular stairways. Circular stairways shall have a tread depth at a point not more than 12 inches (305 mm) EXCEPTION: e.followin roducts n e ' requirements ofASTM A 615,A 706 or A 996.The mini- .. - - _ � �� mum yield strength ofreinforcing steel shall be 40,000 psi GRADE shall be: from the siuil., where the treads are narrower of not less than 11 inches (279 mm) and the minimum depth of any 9 P , m t rinls and uses are exempt from the above hazardous locations: ' (Grade 40)'(276 MPa).Vertical and horizontal wall rein- ,i, ; ! forcements shall be placed no closer to the outside face of 1. Elevated to or above the design flood elevation as deter- trend shall not be less than 6 inches (152 min). Trend depth at any walking line, measured n consistent distance i. Openings in oars through which n 3-inch (76 min) sphere is unable to ass. ->1 I the wall than one-halfthe wall thickness.Steel reinforce- R404 1 6 Height above finished grnde. Concrete and masonry foundation walls shall extend above the mined in Section R3-7,or from a side of the stairway, shall be uniform as specified in §RR314.2, I rent for foundation walls shall have concrete cover n ac- p p • finished grade adjacent to the foundation at all point: a minimum of 4 inches (102 'min) where masonry 2. Located below the design flood elevation provided they I ' cordance with ACI 318. are at or above grade on all sides,are used solely for park- led concrete forms are used veneer is used and a minimum of 6 inches (152 mm) elsewhere, ing,building access,or storage,meet the requirements of 2. Decorative glass in Item 1, 6 or 7. C _ ' Exception- Where insulated )i Excep : Section R327, and are otherwise constructed in accor- , i I and the form remains in place as cover for the concrete, dance with this code. 3. Glazing in R 306.4, Item 6, when there is an intervening wall or other permanent barrier.:between the door ' the minimum concrete cover for the reinforcing steel is R401.3 Drainage. Surface drainage shall be diverted fly a storm sewer conveyance or other approved permitted to be reduced to /4 inch(]9.l pain). ., point of collection so as to not create a hazard. Lots .:hall be graded so as to drain surface water away and the glnzirnl. I ' i R404.4.6.2 Horizontal reinforcement. When vertical I I i i ' ! " SECTION R317 .1 1 reinforcement is required, ICF foundation walls shall from foundation Walls. The grade away from foundntic.• walls shall fall a minimum of 6 inches (152 min) r ?Iilumlrm, on. A!I .lairs shall be provided with illumination in accordance with R303.4, 4. Glazing in :ie tion §RR308.4, Item 6, in walls perpendicular to the plane of the door in a plosed position or 1 1 r SMOKE ALARMS AND AUTOMATIC , where access through the door is to a closet or storage area 3 feet (914 mm) or less in 'depth. -Glazing in ; 1 y . -, -rN- I have horizontal reinforcement in accordance with this within the first 10 feet (3048 min). SPRINKLER SYSTEMS t 8 Under stair protection. Enclosed accessible s ace under stairs shall have walls, i i , ,p under stair surface and any these applicat'o s shall comply with §RR308.4, Item 7.- 1 - R317.1 Single-and multiple-station smoke alarms.Single- is protectmd on the enclosed side with 1/2-inch (12.7 mm) gypsum board. •• j� . +. R403.1.4 Minimum depth. All exterior footings and R323.3 Fasteners. Fasteners for pressure preservative and fire-retardant-treated wood shall be of hot- and multiple-station smoke alarms shall be installed in dine , , foundations stems shall extend below the frost lines spec dipped galvanized steel, stainless steel, silicon bronze cr copper. following locations: 5. Glazing in ;i: I g 308.4 Items 7 and 10, when a protective bar is installed on the accessible of the . \ I, i I.9 Bullthen+d e;tclosure stairways. Stairwa s servin bulkhead enclosures not part of the required building egress glazing 36 inc'•te ± 2 inches (y'14 mm ± 51 mm) above the floor. The bar shall be capable of withstanding a 1. In each sleeping room. � Y 9 .ems; '11, y P orovidirg aewesfrom the outside grade level to the basement shall be exempt from the requirements of horizontal load f 50 pounds per linear foot (74.5 kg/m) without contacting the glass and'be`a minimum of 1- i fiedinTab1eR301.2(1).Al]exteriorfootngsshallbeplaced EXCEPTION: One-half-inch (12.7 mm) diameter or greater steel bolts P g .........?' at least 12 inches(305 min)belo�t the undisturbed ground. i12, §RR3114 and §RR315 when the maximum height from the basement finished floor level to grade adjacent to 1/2 inches (313 m) in height. , ;; . ,tairwa is ,covered by a bulkhead enclosure with hinged doors. • .1 I 1 Exception: Frost-protected footings constructed in ac- 2807 ATTIC ACCESS 2. Outside of each separate sleeping area in the immediate ; R403.3vicinity of the bedrooms. 6. Outboard pares in insulating glass units and other multiple glazed panels in §RR3108.4, ;Item 7, when the I �" •11 cordance with Section rock and footings and eaten- 3.4 Sta�rwa�y illumination. All interior and exterior stairways shall be provided with n means to illuminate the bottom edge of he lass is 25 feet 620 min or more above rode a roof, wnikiln surface or other 3. 'On each additional story of the dwelling,including base- g g (7 ) g g t �" ;lions erected frost ing. ock shall not be required to eaten ments and cellars but not including crawl spaces and NJ s, including the landings and treads. Interior stairways shall be provided with an artificial light source located horizontal [within 45 degrees (0.79 tad) of horizontal] surface adjacent to the glass exteriors. '�c-�-•-'-- below the frost line. uninhabitable attics.In dwellings or dwelling units with ie immediate', vicinity of each landin o '""'"�, '---•�•-• InSeismicDesi Categories and ►7.1 Attic access. In buildings with combustible ceiling or roof construction, an attic access opening shall be g f the stairway. For interior stairs the artificial light sources shall be _ 9 Design g split levels and without an intervening door between the ble of illumiiinating treads and landings to levels not less than 10 foot candles 1 r "-""' �"'►r"�' supporting bearing or bracing walls and cast monolithically tided to attic areas that exceed 30 square feet (2.8 m2) and have a vertical height of 30 inches (762 mm) or adjacent levels,a smoke alarm installed on the upper level ds a ( 08 ix) measured at the center of 7. Louvered windows and jalousies complying with the requirements of §RR308.2. _____�. with a slab on grade shall extend to a depth of not less than shall suffice for the adjacent lower level provided that the rid Iandiings. Exterior stairways shall be provided with an artificial light source located in the immediate '' i' i.. ! �i ( ) p plot. lower level is less than one full story below the upper ity of the tcop landing of i he stairway. Exterior stairways providing access to a basement from the outside 8, Mirrors and other lass panels mounted or hung on a surface that provide a continuous backing,support. 12 inches 350 min below the to of slab. level. a level shall I be provided with an artificial light source located in the immediate vicinity of the bottom landing of rough-framed opening shall not be less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in 9 . . R403.1.5 Slope.The top surface of footings shall be level. nllwny or other readily accessible location. A 30-inch (762 min) minimum unobstructed headroom in the attic When more than one smoke alarm is required to be installed stairway. The bottom surface offootings shall not have a slope exceed- .:; within an individual dwelling unit the alarm devices shall be in- } ! < �,. ing one unit vertical n 10 units horizontal (]o-percent ce shall be provided at some point above the access opening. See RM1305.1,3 for access requirements terconnected in such a manner that the actuation of one alarm - •--! ; will activate all of the alarms in the individual unit.The alarm EPTION: At', artificial light source is not required at the top and bottom landing, provided an artificial light slope). Footings shall be stepped where it is necessary to ere mechanical equipment is located in attics, y g ce is located! directly over each stairway section. ' r change the elevation of the top surface of the footings or shall be clear] audible in all bedrooms overback round noise y "''- n s will SECTION R1002 levels with all intervening doors closed. :- ` ' ` i , where the slope of the bottom surface of the foot' g exceed one unit vertical in ten units horizontal (10-percent FACTORY-BUILT CHIMNEYS All smoke alarms shall be listed and installed in accordance ' . �^ slope). R1U(12.1 Listin Facto built chimneys shall be listed and with the provisions ofthis code and the household fire warning PROTECTION AGAINST.DECAY, I l b e g ry y R315 HANDRAILS :;;,.., , 7l , , . • 1 R1003.12 Mantel and trim.Woodwork;or other combust' 1 labeled and shall be installed and terminated in accordance equipment provisions of NFPA 72. , RESIDENTIAL CODE OF NEW PORK STATE,. .; •''r`+ materials shall notbeplaced within 6 inches(152 min)ofa fire- with the manufacturer's installation instructions. N lace opening. Combustible material within 12 inches (305 N R317.1.1 Alterations,repairs,additionspndconversions. R315.1 Hanedrails. Handrails having minimum and maximum heights of 34 inches and 38 inches (864 min and 965 min R323.1 Location required. In areas subject to decay damage as established by Figure RR301.2(7), the ;>i�,; P P g nun) of the fireplace opening shall not project more than t/s R1002.2 Decorative shrouds.Decorative shrouds shall not be y When interior alterations,repairs,additions or converio mks respectively;, measured vertical) from the nosing o following locati ins shall require the use y f m n ng f the treads, shall be provided on at least one side of stairways. 9 q of an approved species and grade of lumber.pressure I �--�» '': inch(3.2 mm)for each 1-inch(25.4 mm)distance from such installed at the termination of factory-built chimneys except requiring a permit occur, or when one or more sleepingaY , p i where such shrouds are listed and labeled for use with the rooms are added or created in dwellings,the All required handrails shall be continuous the full length of the stairs with two or more risers from a point direct) preservatively tre ted in accordance with AWPA C1 C2 C3 C4 C9 C15 C18 C2.2' C23 C24 C28 i I i ` i opening. g g Y ;,,4 i,_ , I specific factory-built chimney system and installed in accor- ual dwelling unit shall be provided with smoke alarms lo- above the t'cop riser of a flight to a point directly above the lowest riser of the flight. Ends shall be returned or P1 P2 and P3 or deco -resistant heartwood of redwood, black locust Or Cedars: I i I s 11 y , , CAI R1003.13 Fireplace fireblocking.See Section R602.8. dance with the manufacturer's installation instructions. Gated as required for new dwellings;the smoke alarms shall shall termirtcate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than '1 . ;; 1 . i IS., 1 be interconnected and hard wired. ,, ! i , Rso2.s-R602.10 R1002.3Solidfuelappliances.Factory-btultchimneysfor use 1.5 inches (t38 min) between the wall and the handrail. 1, Wood joists r the bottom of a wood structural floor when closer than ib� ( ) i i R5U2.12 Draftstopping required.When there is usable spice SECTION R1004 with solid fuel-burning appliances shall comply with the Exceptions: ' tl;hgs, 457 min or wood , T e HTrre uirements of UL 103. rders when closer er than 12 inches ' Sr (305 min) to exposed ground in ,crawl spaces or unexeavated area ' ( - -� b both above and below the concealed space of a floor/ceiliing . FACTORY-BUILT FIREPLACES q y 1. Except for bed and breakfast dwellings. smoke R315.2 Honndrail grip size. All required handrails shall be of one of the following types or provide equivalent I - - r ; I assembly, draftstops shall be installed so that the area of Ithe ;-)Nce lion• Chimne s for use with fire lace stoves listed alarms in existing areas shall not be required to be in- � R1004.] General.Factory-built fireplaces shall be listed and P y P graspnbility.. located within the periphery of the building foundation. l � i concealed space does not exceed 1,000 square feet(92.9 rm2). only to UL 737 shall comply with the requirements of UL terconnected and hardwired where the alterations or aftsto in shall divide the concealed space into appro xi- labeled and shall be installed in accordance with the conditions y P y q i 103. repairs do not result in the removal of interior wall or I � ,.�,-.-, Dr pp g of the listing. built fireplaces shall be tested in accor- ceiling finishes exposingthestructure,unlesstherei. Type T. i,Handrails with a circular cross section shall have an outside diameter of at least 1-1/4 inches (32 mm) Platesmasonry ( ! ' g Factory-built P I? 2. All sills or that rest on concrete or mason exterior walls and are less than 8 inches 203 i r , , mately equal areas.Where the assembly is enclosed by a floor dance with UL 127. _ ,r - , R1002.4 Factory-built fireplaces. Chimneys for use with membrane above and a ceiling membrane below,draftstopping facto bt►ilt fireplaces shall comply with the requirements of an.attic, crawl space or basement available which and not gr-eater than 2 inches (51 mm). If the handrail is not circular it shall have a perimeter dimension of at min) from exposed ground. R1004.2 Hearth extensions.Hearth extensions ofa roved D'- P P y q could provide access for hard wiring and intercon- p I '; - shall be provided in floor/ceiling assemblies tinder the follow- PP UL 127. section without the removal of interior finishes. least 4 inches (102 mm) and not greater than 6-1/4 inches (160 mm) with a maximum cross section dimension of I ing circumstances: factory-built fireplaces hallThe hearth extension in sion s,cohall e readile 2-1/4 inc:Fhes (57 min). 3. Sills and slee ers on a concrete or masonry slab that is in direct contact iwith the round unless 1�t listing of the fireplace. The hearth extension shall be readily R1002.5 Support. Where factory-built chimneys are sup- 2. Repairs to the exterior surfaces of dwellings are g P . separated from such slab by an impervious moisture barrier. I I- • ----t 1. Ceiling is suspended under the floor framing. distinguishable from the surrounding floor area. ported by structural members,such as joists and rafters,such exempt from the requirements of this section. 2. Floor framing is constructed of miss-type open-web or members shall be designed to support the additional load. Type TI. l�landrails with n perimeter greater than 6-1/4 inches (160 min) shall provide a graspable finger recess ' ; i perforated members. R1004.3 Decorative shrouds.Decorative shrouds shall notbe R317.2 Power source. The required smoke alarms shall re- � installed at the termination of chimneys for factory-built fire- R1002.6 Medium-heat appliances. Factory-built chimneys ceive their primary power from the building wiring when such area on botfh sides of the profile. The finger recess shall begin within a distance of 3/4 inch (19 mm) measured �; R502.12.1 Materials. Draftstopping materials shall not be places except where such shrouds are listed and labeled for use for medium-heat appliances producing flue gases having atem- g g 4. The ends of ood girders entering exterior mason' or concrete walls havn clearances of less than : ` I f wiring is served from a commercial source,and when primary vertically freom the tallest portion of the profile and achieve a depth of at least 5/16 inch (8 mm) within 7/8:inch y g ;1 less than 1/,-inch (12.7 mm) gpsum board, 3/g-inch with the specific factory-built fireplace system andinstalled.n peratureabove k,000°F(538°C),measuredattheentranceto P P p battery. g below the portion of the profile. This required depth shall continue o at leas 0.5 inch (12.7 m) on tops, sides and ends. r it owe'is interrupted,shall receive owe'from a gaffe Wiring p . (9.5 mm) wood structural anels, / -inch (9.o mm) Type the chimney shall comply with UL 959. shall be permanent and without a disconnecting switch other p P q p { ) ••'--~ P $ accordance with the manufacturer's installation instructions. y p y for t 3/8 inch 10 min to n level i ,� ? 2-M-W particleboard adequately supported. Draftstoppiing G than those required for overcurrent protection. Smoke alarms that is not (less than 1-3/4 inches (45 mm) below the tallest portion of the profile. The minimum width of the I shall be installed parallel to the floor framing members The R1004.4 Unvented gas log theaters. An unvreplaented gas log shall oe permitted to be battery operated when installed in handrail ate o)ve the recess shall be 1-1/4 inches 32 min to a maximum of 2-3/4 inches 70 min . Edges shall have c 5. Wood sidin sheathing and wall framin on the eater%or of o build%n hQV1%n cr clearance of less than.. � i heater shall not be installed in a facto built fireplace unless P r5' P ( ) ( ) 9 g. 9 9 9 9 ' f integrity of all draftstops shall be maintained. factory P _ � � , i the fireplace system has been specifically tested, listed and buildings without commercial power or in buildings that un- minimum radlius of 0.01 inch (0.25 min). R502.13 Fireblocking required. Fireblocking shall be piro- labeled for such use in accordance with UL 127. R1001.16 Chimney fireblocking.All spaces between shim- dergo alterations, repairs or additions regulated by Section 6 inches (152 m ) from the ground. vided in wood-frame floor construction and floor-ceiliing - neys and floors and ceilings through which chimneys pass shall R317.1.1. R316 GUARDS 6. Wood structural members supporting moisture-permeable floors or roofs that are exposed to the . assemblies in accordance with Section R602.8. .. .. - - - - --- be fireblocked with noncombustible material securely fastened - in place. The frreblocking of spaces between chimneys and I R317 3 Automatic sprinkler systems Buildings having a weather, such n concrete or masonry slabs, unless separated from such floolrs or roofs b nn y i�eight gfthree stories shall be equipped throughoutwith an au wood joists, beams or headers shall be to a depth of I inch y tomatic sprinkler system installed in accordance with NFPA R316.1 Guarcrl5 required. Porches, balconies or raised floor surfaces located more than 30 inches (762 mm) above Y "";,_„ L3D. impervious moisture barrier. A *ti' (25.4 ram)and shall only be placed on strips of metal or metal N p y the floor'or grade below shall have guards not less than 36 inches(914 min) in height. Open sides of stairs with a ,•` -� ,� lath laid across the spaces between combustible material and N 'r� :--- y-7..,.x�.,•• the chimney. N Exce lion:A sprinkler system is not re uired when the first total rise of 'more than 30 inches (762 min) above the floor or grade below shall have guards not less than 34 inches ,`�",^ •i I P P g 7. Wood furring trips or other wood framing rem Irectl to thte inter o of exterior ` <`' � ..- ° , N story of a 3_sto1v dwellings a basement where mile fl)isbe t (864 min) in tt►eight measured vertically from the nosing of the treads. Y *t ski�� �� ` - I R1001.17 Chimney crickets. Chimneys shall be provided y surface of the floor above the basement is masonry WaIIS Or concrete walls below grade except where a n 0 vapor reetarb. �; , with crickets when the dimension parallel to the ridgeline is N eater than 30 inches (762 min) and does not intersect the y L More than 6 feet(1829 mm)above the grade plane or R316.2 Guorcd opening limitations. Required guards on open sides of stairways, raised floor areas, balconies and the wall and the furring strips or framing members. mA VA � S;`'s, . ''` i- t BY ZBA - ridgeline.The intersection oftlme cricket and the chimney shall '• porches shall have intermediate rails or ornamental closures that do not allow passage of a sphere 4 inches (102 min) 'ED .• �.` -•`• be flashed and counterflashed in the same manner as normal or more in dieameter. flav'E - / roof-chimney intersections. Crickets shall be constructed in "ISION b� ��� 4,0 011,tR?/,�.Z /, I J, compliance with Figure R1001.17 and Table R1001.17. � �� t , 1D EXCEPTION: The triangular openings formed by the riser, tread and bottom roil of n guard at the open side ofa '�` � ��. J�l - b. . ­­ - -__ - �____'' - �= -­` f stairway >zre (permitted to be of such n size that a sphere 6 inches (152 min) cannot pass through. -Y= . . . L ' , ­ : - I - . . . __ - I t. " .; . L;:� . I . . . . . ­ . I. . . . I I .1 11 I.; I .. I ..* . I . . . . . . I . . 1 6 . . I . . 1. .1 . . . . ... ........ . . _-. .. . . .. .. . . . • ........n r, .. �, i .1-r-. ,..�. ..,' � r . .. 'I'.� .. - ... .. 1._ ...__.. �. .. .-_ ... r,l 1 i1 11 '- f 1 I Iln 1