Loading...
HomeMy WebLinkAbout1000-93.-1-6.3 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex S® P.O. Box 1179 54375 State Route 25 ® ®� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov COU01 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weisman, Chair Members of the Zoning Board of Appeals From: Mark Terry, AICP Assistant Town Planning Director LWRP Coordinator Date April 23, 2024 Re: LWRP Coastal Consistency Review for HEATHER ROMANELLI #7898 SCTM No. 1000-93-1-6.3. HEATHER ROMANELLI #7898 - Request for a Variance from Article XXIII,,Section 280-124; and the Building Inspector's December 22, 2023 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at 1) located less than the code required minimum front yard setback of'50 feet; located at: 3535 Cedar Beach Road (Adj. to Shelter Island Sound), Southold,NY. SCTM No. 1000-93-1-6.3. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program(LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form,submitted to this department, as well as the records available to me, the proposed action is EXEMPT from LWRP review pursuant to: , § 268-3. Definitions. MINOR ACTIONS item"F"which states: F. Granting of individual setback, lot line and lot area variances, except in relation to a regulated natural feature or a bulkhead or other shoreline defense structure or any activity within the CEHA. The proposed garage is not within the CEHA and is 276' from the mean high water mark. Pursuant to Chapter 268,the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Paul DeChance, Town Attorney OFFICE LOCATION: OF SOu MAILING ADDRESS: Town Hall Annex �� rjyO P.O. Box 1179 54375 State Road Route 25 ,`O l0 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY N Telephone: 631 765-1809 • �O http://southoldtownny.gov olycom,� ZONING BOARD OF APPEALS Town of Southold January 25, 2024 Mark Terry, Assistant Town Planning DirectorRECEIVED LWRP Coordinator --- Planning Board Office JAN.2 5 2024 Town of Southold Town Hall Annex Sou d Town Southold,NY 11971 Planning Board Re: ZBA File Ref. No. # 7898 —Romanelli, Heather Dear Mark: We have received an application to construct additions and alterations to an existing single family dwelling. A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (Zoning Code), and survey map, project description form, are attached for your reference. Your written evaluation with recommendations for this proposal, as required under the Code procedures of LWRP Section 268-5D is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairperson By: Encl. Site Plan/Survey: Kenneth M. Woychuk,Land Surveying,PLLC last dated December 13, 2023 Public Hearing Date:May 2, 2024 FORM N0. 3 TOWN OF SOUTHOLD 4 BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: December 22, 2023 TO: Eligio Lopez(Romanelli) 36570 Main Road Cutchogue,NY 11935 Please take notice that your application received December 2, 2023: For permit to: Construct additions and alterations to an existing single-family dwelling at: Location of property: 3535 Cedar Beach Road, Southold,NY County Tax Map No. 1000 - Section 93 Block 1 Lot 6_3 Is returned herewith and disapproved on the following grounds: The proposed construction on this nonconforming 55,604.65 sq ft parcel in the Residential R-80 District, is not permitted pursuant to Article XXIII Section 280-124 which states: lots measuring between, 40,000-59,999 square feet in total size require a minimum front yard setback of 50 feet. The proposed construction has a front yard setback of 30.4 feet. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE House No. s,3 3S- Street Cede= �je_uc�h �� Hamlet SUv¢h�' ' SCTM 1000 Section: 93 Block: Lot(s) - G .3 Lot Size:,rS(,0� 6S Go S�n4 � I (WE)APPEAL T E WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED /2/Z 212.3 BASED ON SURVEY/SITE PLAN DATED /2 -/3-23 Owner(s): &_,g _r loan cc ti e- 11 I Mailing Address: ST35- �' edG� &Ctc -1 A0aj Telephone:631-745-3?O?ax: SCAM e_ Email: hZ17 o lle 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: C-416-10 1,0PE Z for(xOwner( ) Other: Address: 266-?O H,;L 7 Ro Telephone43/^ '91— 3 Fa 2 6v31'76-5 - 3 Zma l: t= toe Go/1�OtCS'n g,rglL.Coy se check to specify who you wish correspondence to be mailed to,from the above names: Applicant/Owner(s), ( ) Authorized Representative, ( ) Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED /Z'/3 --7 3 and DENIED AN APPLICATION DATED /2-2 2'23 FOR: Building 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 uote code.) Article: X)(Y .� Section: 280 Subsection: /2 Type of Appeal. An Appeal is made for: ( A 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 ( ) Request for Reversal or Overturn the Zoning Officer's Denial Other A prior appeal( ) has, N has not been made at any time with respect to this property, UNDER Appeal No(s). Year(s). (Please be sure to research before completing this question or call our office,for assistance) Page 2, Area Variance Application Revised 6/2023 REASONS FOR APPEAL (Please be specific, additional sheets may be used with preparer's signature notarized): 1. An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted, because: h<. S/ ./e o C he itS Z will b L. w /A t71-j e_ -9`V--Ctl e. . 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: f,�e— Lv t rel) 8 Gc4-/70 1—) o P -0)e. 7nl%C45 e, . 3. The amount of relief requested is not substantial because: Off' fide S��u-/'e.. pvaTDct'C. 4. The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: 1*4v//Y S�oe�ne /. 5. Has the alleged difficulty been self created? ( } Yes, or X} No Why: �/p�De/ Was �ov� G�icss�c✓ �i�Ja Ahe yc�'u�e 14 /izs ..�,�/5 /7ny /oc -/7'O ✓. • Are there any Covenants or Restrictions concerning this land?X} No { } Yes (please furnish a 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. By signing this document, the PROPERTY OWNER understands that pursuant to Chapter 280- 146(B) of the Code of the Town of Southold,any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board may, upon written request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. I Signature of Applicant or Authorized Agent (Agent must submit written Authorization from Owner) Sworn to before me this day CONNIE D.BUNCH r-- Notary Public,State of New York- of� C1t 1AC-Lt"` 20 No.0 1 BU 6185060 T— Qualified in Suffolk County ew 1) Commission Expires April 14,2L l Notary Public Zoning Board of Appeals APPLICANT'S PROJECT DESCRIPTION APPLICANT: ale /I er 410/Ylccloe-1 SCTM No. laaa - 1. For Demolition of Existing Building Areas Please describe areas being removed: t X/S��G/ gc✓'cc g e �J2//�g /`e/y!o dec� II. New Construction Areas (New Dwelling or New Additions/Extensions): Dimensions of first floor extension: /8 X 2-y Dimensions of new second floor: IV/If Dimensions of floor above second level: MIA Height(from existing natural grade): iD �4 Is basement or lowest floor area being constructed? If yes, please provide height(above ground) measured from natural existing grade to first flc}A 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: re 1t7'P 5�7�Gj CA e, /Z X /g . t?eL01c4c112j W/f A a/-u 7,C /f n Z 4� t✓i�h a.. Number of Floors and hanges WITH Alterations: All It TV. Calculations of building areas and lot coverage,sky plane (From Surveyor,Design Professional): Existing square footage of buildings on your property: 2y2�D0 ,F� Proposed increase of building coverage: Zit 5'a. Fg Square footage of your lot: L Percentage of coverage of your lot by building � area(lot coverage) Z /! Gross Floor Area(GFA) of single family dwelling including the attached garage and/or habitable detached accessory structure: (Please refer to Chapter 280, Section 280-207 of the Town Code): 4 7Sb For Residential lots, is project within the allowable Sky Plane?lane? (Please refer to Chapter 280, Section 280-208 of the Town Code): �/e$ V. Purpose of New Construction: 7Jo bLL 1 ! a- a ra a4 a oL05 M 2 ark l5lde nr)c► acce.S'S khe hotdc- nder a Cohere ne-e ewaLy. m a.-VI)e &nd h Q 0 1 n a 4V if lec.Lr aFr7'br1nq In o'oLe r 1es n acYG.a e hIlc n t hn the e4 1 eem�v��'S IS b e Gor m n9 1n a s h►P. 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): Describe on separate page if needed: Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. Revised 6/2023 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION A. Is the subject pre e scurrently listed on the real estate market for sale? Yes No B. Ar there any proposals to change or alter land contours? T7No Yes, please explain on separate sheet. C. 1.) Are there areas that contain sand or wetland grasses? A/D 2.)Are those areas shown on the survey submitted with this application? iV 3.) Is the property bulk headed between the wetlands area and the upland building area? a/M 4.) If your property contains wetlands or pond areas, have you contacted the Office of the BOARD OF TRUSTEES for its determination of jurisdiction? A✓/,4 Please confirm status of your inquiry or application with the Board of Trustees: All 4 If issued, please attach copies of your permit listing conditions of approval with a copy of the approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? AIP E. Are there any patios, concrete barriers, bttl heads or fences that exist that are not shown on the survey that you are submitting? O If any of the aforementioned items exist on your property, please show them on a site plan. F. Are there any construction projects currently in process on your property? A10 If yes, please submit a copy of your building permit and survey as approved by the Building Department and please describe scope of work: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If none exist, please apply to the Building Department to obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel? CS If yes, please label the proximity of your lands on your survey and identify the Suffolk County Tax Map No. l000 — cJ�. ..l — • Z I. Please list present u e or opera ons conducted at your property, and/or the proposed use �e siZ/7 (examples: existing single family,proposed:same with garage,pool or other) Authorized signature Date AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD WHEN TO USE THIS FORM: This form must be completed by the applicant for any special use permit, site plan approval, use variance, area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. l. Name of Applicant: 2. Address of Applicant: 3. Name of Land Owner(if other than Applicant): 4. Address of Land Owner: 5. Description of Proposed Project: 6. Location of Property: (Road and Tax map Number) 7. Is the parcel within 500 feet of a farm operation? { } Yes { } No 8. Is this parcel actively farmed? { } Yes { �No 9. Name and addresses of any owner(s) of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff, it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office (765-1937) or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1. 2. 3. T. 5. 6. (Please use the back of this page if there are additional property owners) Signature of Applicant Date Note: 1. The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. Board of Zoning Appeals Application OWNER'S AUTHORIZATION (Where the Applicant is not the Owner) residing at 3:.36 C�e� � ��� (Print property owner's name) (Mailing Address) do hereby authorize ���1''�� ka/ae- -z (Agent) to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. By signing this document,the Property Owner understands that pursuant to Chapter 280- 146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration,grant an extension not to exceed three (3) consecutive one(1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. (Owner's Signature) 17161--c-/�/4 c-/� �orr�c��e/// . (Print Owner's Name) APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM ;'p1i 1'asvr'%I• n►itFisrttl° i~nde ri:' 3tYc" rrrfd°Fs`its adiiffits ofi;%ntrs ;izi=;€ii '"hrtoftiYss`: eershantl'.. s l;yes:Ttie ar•.•ose of y fag s='#+ pro `ai�et fdrizxi iion w7aIA ralert tffi0' vi of pos'''bl&%c iets-o£ii i rest" n ' F1' u=ii n 1 3i fe r ac arias _raec�ssYi�r+�i�ci<ai?'g�d�airti-rs 11 . YOUR NAME;,. _ tT�rt,7 ��/' �Oh'Jc� 2e -- (Last name,first name,middle initial,unless you are applyingia'ffi'e"name bf som'ebne cl`se or other entity,such as a company.If so,indicate the other person's or company's name:) TYPE OF APPLICATION:(Check all that apply), Tax grievance _ Building Permit Variance r Trustee Permit Change of Zone..... Coastal Erosion '.­ Approval of Plat.. _ mooring :_•.-.,. Other(activity) Planning 4. u er• a - ;tr: " i bz :ztfc: 't . -: eii '' ttEi3afxer >. t. -:. ee a `","'��sscl:Dei s' ra es BriSM :: 'employegh `iitn_ It > t ). _ :y ...,_.,_ ,.; . .....g, _ w i. 3t ez st" m)as az'' . ' -a �It 6 k �e �s�v�;�`��Y��: ownership of(or employment by)a corporation in"Which the town officer or employee owns more than 5%of the shares. YES If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold _ Title or position of that person •• Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe 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 that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) S)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) Q an officer,director,partner,or employee of the'applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this 2�- ` ; �v� day of %� , ,20 .Signature Prnt Name I-lecd-IA,,e/ 0116alyell TRANSACTIONAL DISCLOSVk _I'ORM The 1`awe:$.,5o�tth01dk9-'�dh of;Etliles., rt►ixlti# cnn lets a oti:i'e t - . if f :'`.n>: eef •ail ::...: ;i liis t"orm>:tsitir: ra�ritie;itifiar tion +liiIi??esri=ner°tr .boaIs' o°"#iiinit lI"ti# _Ord:�alti►'�r�f� �fa�ki�_"s?Iia�tever�cfiwx as: YOUR NAME:,,,,..--. / /O ,,GoP�Z ( st name,first name,middle initial unless you are a ersons or company's name.PPIY►n€in tNe iiame'itt someone else or'other en3i company.if so,indicate the other ' ty',"sucfi"as a"' P ) TYPE OF APPLICATION:(Check all that apply) Tax grievance Building Permit, x Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat. .., _ - _ Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship" includes by blood, marriage,or business interest. "Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the'town officer or•employee owns more than 5%of the shares. YES : NO _X If you answered"YES",complete the balance of this form and date and sign where indicated. a Name of person employed by the Town of Southold __.. .. _-.--.- Title or position of that person . Describe the relationship between yourself(the applican.ttagent/eepresentative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. `9 The town officer or employee or his or her spouse,sibling,parentor child.is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) . B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant,or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this day of t/�------ Print Name.._ ./1 1,.D-: ,49 _J_ .a 617.20 Appendix B ,Short Environmental Assessment Form Instructions for Completing Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I -Project and Sponsor Information Name of Action or Project: Project Location(describe,and attach a location map): 3s3.s L cr,�A gea,­6 )�=/, 7/ Brief Description of Proposed Action: CJcL,ra?f- tJ/ �►���� y Name of Applicantor Sponsor: Telephone:,:,-,31 — 7 6 S_3703 E-Mail: Address: tx -i r35- deo�;,4 &c-cA �d C City/PO: State: Zip Code: J �col—Ao/c/ Al //c77/ 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that X may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: A 3.a.Total acreage of the site of the proposed action? /• acres b.Total acreage to be physically disturbed? . Do y. acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? /• Z o acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑ Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial Residential(suburban) ❑ Forest ❑Agriculture ❑Aquatic ❑ Other(specify): XParkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? x 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes, identify: X 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? x 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: X 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: x 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: X 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? u b. Is the proposed action located in an archeological sensitive area? /` X 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? X b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? Y If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply:^ .N ❑ Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional �/� ❑ Wetland ❑Urban ❑Suburban 15.Does the site of the proposed action contain any species-of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? v 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a. Will storm water discharges flow to adjacent properties? ❑NO❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? � ` If Yes,briefly describe: ❑NO❑YES ram` ^ _ �'d;ri%: Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: A 20.Has the site of the proposed action or an adjoining property been the subject of remediation'(ongoing or NO YES completed)for hazardous waste? If Yes,describe: y I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE ���// � Applicant/sponso name: /�e-�iT��/ f'1v/YJi� Date: Z� Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" " No or Moderate small to large v impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? X 2. Will the proposed action result in a change in the use or intensity of use of land? Y 3. Will the proposed action impair the character or quality of the existing community? /y` 4. Will the proposed action have an impact on the environmental characteristics that caused the X establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or �( affect existing infrastructure for mass transit,biking or walkway? ,` 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate )( reasonably available energy conservation or renewable energy opportunities? !� 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? X Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? X Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated' as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# M00 -� - -3 The Application has been submitted to (check appropriate response): Town Board 0 Planning Dept. E Building Dept. rLu& Board of Trustees 1. Category of.Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital construction, planning activity, agency regulation, land transaction) 0 (b) Financial assistance(e.g.grant, loan, subsidy) (c) Permit, approval, license, certification: RA Nature and extent of action: Location of action: �eQ/ a lgeqaAnoG �, `Joyf"ho/a( � /Vy Site acreage: Present land use: Present zoning classification: lj 2. If an application for the proposed action has been filed with the Town of Southold agency, the o information shall be provided: Y� following (a) Name of applicant: /lei 1h oe �H ' (b) Mailing address: ?5-35- teaLe AectGh A oct 1 SovrG,otd, A1Y //q 7/ (c) Telephone number: Area Code 4751 74,s- 3-70 3 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal Yes ❑ No® If Yes, which state or federal agency? DEVELOPED COAST POLICY Policy I. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No FV(Not Applicable- please explain) /•G /a«�,tra O wit'/S /7 Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold LWRP Section III—Policies Pages 3 through 6 for evaluation criteria • See ❑ Yes ❑ No ® (Not Applicable—please explain 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 0 Yes D No A (Not Applicable—please explain) P in) �C� Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life Section III—Policies , structures, and natural re Pages 8 through 16 for evaluation criteria sources from flooding and erosion. See LWRp Yes 0 No (Not Applicable— please explain) Gc/Cr Attach additional sheets,if necessary _ Policy 5. Protect and.improve water quality and supply —Policies Pages 16 through 21 for evaluation criteria pp y in the Town of Southold. See L WRP Section III a Yes � No � (Not Applicable—Please _ explain) Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Tow Significant Coastal Fish and Wildlife Habitats and wetlands. See L n of Southold ecosystems including through 32 for evaluation criteria. WRP Section !II—Policies; Pages 22 0 Yes No OJ (Not Applicable—please explain Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of South 11, Pages 32 through 34 for evaluation criteria. See Section III—Policies old' See L _ olicies criteria. ies Pages; 34`'through t38 for evaluation Yes ❑No� (Not Applicable—please explain) P ) rc gce`r,�P Attach additional sheets if necessary Policy 8. Minimize environmental degradation in To substances and wastes. See L ow of Southold from solid waste and hazardous WRP Section III—Policies;Pages 34 through 38 for evaluation❑ crite Yes ❑ No M (Not Applicable—please ria. explain) PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use o resources of the Town of Southold- See L WRP Section Ill—Po1 cies 31 YeE No tpagest 38 th ou public lands, and public criteria. g 46 for evaluation (Not Applicable—please explain)p n) e �eiP1j Attach additional sheets if necessary WORKING COAST POLICIES 1 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 ❑ Yes ❑ No criteria. ❑❑ (Not Applicable—please explain) 47', �R Attach additional sheets ifnecessary Policy 11. Promote sustainable use of living marine resources in Long Islan fEstuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 d Sound, the Pecoa u Yes ❑ No p g for evaluation criteria. Not Applicable— lease explain � ce1ef7 Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Sectio 62 through 65 for evaluation criteria. n III—Policies; Pages Yes ❑ No* Not Applicable—please explain ��ttacldditional sheets if necessary Policy 13. Promote appropriate use and development of energy Section III—Policies; Pages 65 through 68 for evaluation criteria. and mineral resources. See LWRp ❑ Yes ❑ No)AJ Not Applicable—please explain (-S r 93:1-6.3 3/05 , :, ' ' �� Foundation Bath i Extension' f \;• '�..:�=. f,Y _ � s�� .�- . -, — .. _. E ' ;�.' ' . -' '"•r_ j asement �.s., Floors /- Exteision . .� 9 Ext. Walls �� `'{ ^SL.i. Interior Finish GvC3• ' ,: Extension Fire Place l Heat r- I.Xy �j _ - Porch y.- Attic Porch ---'- Rooms 1st Floor --- - - _ u --=- •� � �-�"y��1 3�� �-a �,��; • Patio - ---__------- - -- _-- _ -- � Dooms 2nd Floor �� - �.�-----I DrivewayJAN MR- - S ! -.:aa.o:_':"--,.-x:a'.:.a,...-...Ssa✓.:n�i:�-1�::.�.��:=.,�:ac.s3 - -- - ..t �:. ;.�__`± .'ik".:s •.r..-.r, r 7 : �-�Ao i i�.{r1d.'. as fir. MMM MMM ■■■■■■■■■■■■■■■■■■■■■■■■■■■MMM ■■■ ■■■■■■■.■■■■m■■■■■■■■■■■■■■■■■ ■■■■■■i■■■■nr�n■m■si■s■■■■■■■■■■■ - � = ..� "s• -'r—•'.. ©■■■■■i■■■■m„■■■■■mmmm■■■■■■■■■,1.. ©■■■■■iemu■nli■■■■■irgi■■■■■■■■■■■ O■■■®■■■M■a■■OMmmllI■M■■O■■■■■■■ o■■■■■■■■■nii■■■■rlii■■■■■■■■■■■■ ■■■■■■tmmm■nn■■■■oiii■■■■■■■■■■■■ r -.—.. I al •�wsir •rr ■■■■■■■■■■L''■mM■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ' I ' ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■®fr^o■■■■■■■■■■■■■■Floors Kit. ■■ Bath • :. • Interior • Baths - —• •• _■ m It & 0F ';S0UT ,,, L WN j?1A R AR ,OWN VILLAGE DISTRICT SUB. LOT FORMER OWNER N E 4=11 ACREAGE S ti TYPE OF BUILDING -RES.,- 9 SEAS. VL. FARM Comm CB. misc. LAND imp. TOTAL DATE REMARKS W L lot 210k> - L) aax L 4 W_� - 0 A6e_L_)C;k, 777 7 1 `70-nt-1 NEW NORMALGBELOW ABO 9, �54 V Form Acre a ue Per Acre Value 7(0 1(0 :Tillable V Tillbble 2 Tillable,"',3 37roo JYI Wcadlariq Id Fr)11 an'd p-15 Swampland Rd'B 11U/rushlati -JAN - 3 2024 House P TO M�.0 ,Sq!IMOLD 1z'.A—) -0 77 ­�j BUIi.DUC. DEPAR1?PENT TOWN OF SOUTHOLD HOUSING CODE INSPECTION REPORT LOCATION: 3535 CEDAR BEACH RD. SOUTHOLD, N.Y. number & street . municipality SUBDIVISION MAP NO. LOT (s) NAME OF OWNER (s} EUGENE HEACOCK �- OCCUPANCY SINGLE FAMI LY " type owner-tenant Q i ADMITTED BY: . ,JOHN ROMARELLI • ACCOMPANIED BY: SAME KEY AVAILABLE SUFF. CO. TAX MAP NO. 1000-93-1-6.3 SOURCE OF REQUEST: PAIIL. CAMINITI, ATTY DATE: •12/8/98 DWELLING: TYPE OF CONSTRUCTION WOOD FRAME # STORIES 2 # EXITS 4 FOUNDATION CONCR$TE CELLAR FULL CRAWL SPACE TOTAL ROOMS: 1ST FLR. 5 2ND FLR. 4 3RD FLR. BATHROOM (s) 2 TOILET ROOM (s) ONg UTILITY ROOM PORCH TYPE ggONT b REAR DECK, TYPE PATIO, TYPE BREEZEWAY FIREPLACE 2 GARAGE DOMESTIC HOTWATER XX TYPE HEATER OIL AIRCONDITIONING TYPE HEAT OIL WARM AIR OTHER: HOTWATER %X ACCESSORY STRUCTURES: GARAGE, TYPE OF CONST. 1 CAR WOOD STORAGE, TYPE CONST. 2 SHEDS WOOD SWIMMING POOL , GUEST, TYPE CONST. OTHER: 1 rnT.rx ------------------------ VIOLATIONS: CHAPTER 45 N.Y. STATE UNIFORM FIRE PREVENTION & BUILDING COD - - `- r E. LOCATION DESCRIPTION ART. SEC. REMARKS: INSPECTED BY: DATE ON INSPECTION MARCH 15, 1999 • M. BOUFIS TIME START 10:00 AM END __ 11.30 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. PRE EXISTING CERTIFICATE OF OCCUPANCY No Z-26368 Date APRIL 12, 1999 THIS CERTIFIES that the building ONE FAMILY DWELLING Location of Property 3535 CEDAR BEACH RD. SOUTHOLD, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 93 Block 1 Lot 6.3 Subdivision Filed Map No. Lot No. conforms substantially to the Requirements for a One Family Dwelling built Prior to: APRIL 9, 1957 pursuant to which CERTIFICATE OF OCCUPANCY NUMBER Z-26368 dated APRIL 12, 1999 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH ACCESSORY GARAGE & STORAGE SHEDS* The certificate is issued to EUGENE HEACOCK (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO. H-063456 - MARCH 11, 1999 ` PLUMBERS CERTIFICATION DATED N/A *PLEASE SEES ATTACHED INSPECTION REPORT. Building nspector Rev. 1/81 APPEALS BOARD MEMBERS ®� ®� Southold Town Hall Ruth D. Oliva, Chairwoman 53095 Main Road Gerard P. Goehringer C P.O. Box 1179 Lydia A.Tortora ® Southold,NY 11971-0959 Vincent Orlando Tel. (631) 765-1809 James Dinizio, Jr. Fax�� Fax(631)765-9064 http://southoldtown.northfork.net RECEIVED BOARD OF APPEALS Q.a� e/H TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATIO" 4 MEETING OF MAY 6, 2004 & Appeal No. 5513 -JOHN and HEATHER ROMANELLI Southold Town Clerk Property Location: 3535 Cedar Beach Road, Southold; CTM 93-1-6.3. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. �. PROPERTY FACTS/DESCRIPTION: The applicants' 55,604 sq. ft. lot has 476.97 ft. of frontage along the north side of Cedar Beach Road, is 135 feet deep along the westerly lot line, and 102.89 feet along the east lot line at high water of the Shelter Island Sound, Southold. The lot is improved with a single-family, two-story wood-frame residence and detached garage, shown on the 3-17-99 survey, updated 4-19-00, by Stanley J. Isaksen, Jr. To the west of applicants' lot is a 30' LIPA easement. BASIS OF APPLICATION: Building Department's February 5, 2004 Notice of Disapproval concerning proposed additions and alterations to the existing dwelling which will be less than 20 feet on a single side yard. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on April 22, 2004, 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: AREA VARIANCE RELIEF REQUESTED: Applicants plan are to remove the existing screen porch and 700 sq. ft. of the existing second floor, and to build a new 1658 sq. ft. second floor area (with net increase of 958 sq. ft.). The requested setbacks vary as shown on the site map prepared by Thomas Samuels, Architect, with 14'9" and 168" from the side lot line, and with a 10' side yard setback for the new basement access door. The existing wood-frame shower enclosure will remain at the existing 6'9"setback from the north property line. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 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 increase of nonconformity is relatively minor, Page 2—May 6,2004 ZBA No.5513—John and Heather Romai­ CTM 93-1-6.3 consisting of the existing footprint which encroaches within the setback. The proposed encroachment will not be clearly visible from the street. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The essential feature of the project is replacing the existing second floor,which is located in a preexisting setback. 3. The variance granted herein is not substantial. 4. The difficulty was self-created when the new construction was planned. 5. No evidence has been submitted to suggest that a variance in this established community of single-family homes will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of this relief is the minimum action necessary and adequate to enable the applicants to enjoy the benefit of additions, 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 267-13, motion was offered by Member Dinizio, seconded by Member Goehringer, and duly carried, to GRANT the variances as applied for, as shown on the site plan dated 1/20/04 and elevation diagrams with a ZBA date stamp of March 16, 2004, prepared by Thomas Samuels, Architect. 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. Vote of the Board: Ayes: Members Oliva (Chairwoman), Goehringer, and Dinizio. (Members Tortora and Orlando were absent.) This Res u 'on was duly adopted (3-0). 49 . /� 1A'M ,. Ruth D. Oliva, Chairwoman 5/13/04 Approved for Filing suFE�t,r TOWN OF SOUTHOLD 30�° °ouy�� BUILDING DEPARTMENT In TOWN CLERK'S OFFICE y SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50154 Date: 12/26/2023 Permission is hereby granted to: Romanelli, Heather 3535 Cedar Beach Rd Southold, NY 11971 To: ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA. REPLACES EXPIRED B.P. # 30703 At premises located at: 3535 Cedar Beach Rd, Southold SCTM #473889 Sec/Block/Lot# 93.-1-6.3 Pursuant to application dated 12/26/2023 and approved by the Building Inspector. To expire on 6/26/2025. Fees: PERMIT RENEWAL $401.65 Total: $401.65 Building Inspector \,41a 't3 xr✓ �' ��j K,+.p--�,�t{ y�k�'r �("`y* ,�; }'r.::� r,4�.otICt /+J� "� pf�}, rA.1 *�`y' .E/1�� �'1'.,� • �. v } � } % pl,, 1*4 ram'` -1 c���,� .l � `•4�` �S i:� a� -�� i # �', � /+ CDs+ -as T•`<�9�fiN � 'l . .. ��. �,{�r.s�t'3y .i � JTt✓r .. �`�.�.��� �i y�� r .� ,,1� ,'�.- � f 9ti�� 7i'a� iS � v: �iC`>.' .� �`S.rr ���'��y�T��• 'r� ..W � "�.` ��.. t•y�i��2! �-��tq`,r�t.:� ' �Lh''\ � .E .ry , ,a ��. :.ice l.•r f�� ^u`..\... �``�47�' } 1«i �Si� `�....J'r .�.,,y F Y ��a^:a�• +. � A. rl `�•�',\�'r- � �M "y�.� S4'� y�Vc�Y �i�*�'Cj.f4�� '�' •"� �*� r 1'i' p �" 9 tom.,-�•.,sy.• sy <*r d`3�'ve' pwo �.� j1`� ^y y r� Y �.y�¢� '� r'��• \S � y„�,� �,tl - �r' �7i '��F �.:¢c,rv''>' "��i�����{p„ jx�; "`- .,,r y,r `,�` 4 •'Sr �;p a, �:r,•i ..,mow < ��f �i� 51 ,, - ,y �'t{ i.y $ '�..r:+ -T- v �• - �•.T��� ,+:;yjt ',` yLl,. i ��� .lay�ly ���1FJ �w7 �1 !yam r q,�r a! �4 � " i cf3�.i•t� y �i`rC•, • !>f1.. ,~ /.�1 �e �.' �� �+._.. rhi..,>� y �,.i 1l if?^' rif�• a ��:t�S .� c>`i yp � ���• r � h! �� �'�•LM. a • � � � �r ���r'>�t,�5/ �. si _ �, �je"�++s..k e.. ,'e7•it�'•� �"�n�i �. •. Y w^S.n Jl.� �. ,`-Jii, y -�t,at!° I'yl�` A� � •.1�•' � 4�� �, _ xs C+y TY"•' „ d ,� i�J�� k' �yai .A;f i� �"'. '- -7 �a`,•c,2 =n-.s•+..f -^` tuw� -s 9 '7 '.;��� �:Or'"•��1��Q►rA�n, l B _ .S .t a '"r r. .cam._, .. 11 � '\ �7i,�'aw. *'"�'• .' "�.-«..'-'.a— •,�+s>,r a >' � riw?/��v�.. ut Vic: e , RS -IZ y � jr `y, Y•'�xr�"fir`` ':' w� �'X�J! ._ .i'x�Ej�, a.1 _ ,�.`. �. t' ' .:» s< -. •"�..*�.: .s-•..•y.. `�..- y`��°��7����a�r���'� -,�' °- 'r-c]i+�..y .'r .r9^-t s -c�". -.•.. - 4,.• �'r_ ��..` � f� s•^ `�,..i.: r 'yr� ��-*" �•'c r;�tod p,c ..,� N.y „"r'!! � � ,,.�.• _ ,ram T IF If 14 - ,� a � • ;e- �-� � ten.-• � _'•,y Mtt���E,� `` � ,'kU 1 a �•j'�y�' _ .'1- MAN MR, WN Syr _d yy wfr! aC° r chap •.r '- v iJss� ,5�` •" yam • „� ..,' t �{ w • ei`Y� a � ,.,r Fs!i�{err 'lip ro "'"a-^JL.,mYs�.�'�•ti���.`+ ),t,�.�.. ::`►YRY$"-+ ",rw� �• ��t. 1 �j - - �•s �jiSAr��'� _� _ �,�' 'MTi� ����e'���r' `r-"�a ,.,55t4 'r.-' � / ��r � .. ��✓i � ` � � �ti� </'� "'"CIF`�r a.��. ��« � �}�"'1a'S+'IifM1i�+..y�� -fig(- ,y \ y � x, �.a•Lrw�+1��a� .. T `=§' ,r: ya +Z - a a -0�._� .•ro�,� :. p.� E:• � � a'. r• � 0 r i� �"c r` J�. � ,�a�� �£�?•' ���'sd�--"' b'�..:. • '!n • a �• P"Y - 1 ems+* f " . r f D �y� �� ''t�• k.s4j Ba���� '~�`��i'� 0r� �,i. � 'f '11!�_t<' .�' -„�` .:�,,• 4oa,;s: • '�Il��s'ay.,y.,i�,� �rt�. � �t. TOWN OF SOUTHOLD, NEW YORH DATEAUOTU.21...19, 1971 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 1453 Dated August 5, 1971 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Gene Heacock Appellant Cedar Beach :toad Southold, Vew York _ at a meeting of the Zoning Board of Appeals on August 19, 1971 the appeal was considered and the action indicated below was taken on your ( ) Request for.variance due to lack of access to property ( ) Request for a special exception under the Zoning Ordinance (X) Request for a variance to the Zoning Ordinance 1. SPECIAL EXCEPTION.By resolution of the Board it was determined that a special exception ( ) be granted ( ) be denied pursuant to Article .................... Section .................... Subsection .................... paragraph .................... of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because 8:30 P.Iwf. (E.D.S.T.), upon application of Gene Heacock, Cedar Beach Road, Southold, Vew York, for a variance in accordance with the Zoning Ordinance, Article III, Section 303, and Article n, Sections 1000A & 1000B, for permission to occupy undersize second dwelling on lot with insufficient area, upon Order to Remedy Violation from the Building Inspector for using unauthorized second dwelling on premises. Location of property: north side of Cedar Eeach Road, :.outhold, Ivew York, bounded north by A. Weymouth, east by PEconic Bay, south by Cedar Beach, west by Gasper Pisacano. Fee paid y}.00. 2. VARIANCE.By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship because SEE REVERRSE (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the immediate vicinity of this property and in the same use district because SEE REVERSE (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because SEE REVERSE and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector( ) be confirmed ( ) be reversed. SEE REVERSSE WV ED ZONING BOARD OF APPEALS. FORM ZB4 ?j 7. r �i I.arjorie ;x1jermott, Secretary Southold Town Board of Appeals Cha rinan L'oard of Appeaf ^/ After investigation and inspection the F.oard finds that applicant requests permission to occupy undersize second dwelling on lot with insufficient area; upon Order to Remedy Violation from the Building Inspector for using unauthorized second dwelling on premises at north side of Cedar Beach Road, Southold, Few York. The Board finds, as stated by the Building Inspector, that two families have been living in garage with less than 850 sq. ft., no C.O., the garage has a kitchen, and is a second dwelling on the premises. The Board finds that strict application of the Ordinance would not produce practical difficulties or unnecessary hardship; the hardship created is not unique and would be shared by all properties alike in the immediate vicinity of this property and in the same use district; and the variance will change the character of the neighborhood and will not observe the spirit of the Ordinance. THEREFORE, IT WAS RESOLVED, Gene Heacock, Cedar Eeach Road, :.outhold, New York, be DENIED permission to occupy undersized second dwelling on lot with insufficient area; upon Order to Remedy Violation from the Building Inspector for using unauthorized second dwelling on premises. Location of property: north side of Cedar Beach Road, Southold, Yew York. Vote of the Board: Ayes:- Messrs: Gillispie, Bergen, Hulse, Grigonis. ::N ;� . o��SpFFO(,�coG y� 0 ti Z Fax(516)765-1823 Town Hall,53095 Main Road Gy • !� Telephone(516)765-1802 P.O.Box 1179 Southold,New York 11971 BUILDING DEPARTMENT TOWN OF SOUTHO 10� MEMORANDUM MAR 2 31999 i TO: G. Goehringer, Chairman ZBA FROM: E. Forrester, Building Department DATE: March 23, 1999 RE: Disapproval,ZBA'Review#4685(Heacock) At this time I would like to withdraw the above referenced Disapproval, prior approvals have been brought to this Departments'attention which will negate the necessity of a variance on this application. cc:Town Attorney ' r v' SA r '[ v ✓ `\ •� ���'� 6�4.��+x� i ' �.'Y'7t�!� v",!r'l�S^.l`�✓fir p� t'��yy���"_ '.. � p. '% ram �•,;. :.-. *..:y�. •L a a � � r a �,.••... r 'fir ���., `� � ..�- +v v. v +�Q.ar•Fd '# fit'- 's �ey , � *. , fi tom+ +�,.R'F` �.• 4•i-�t iro �l,y,'�.^�'�«'r+�'Y�" 7 •..\1 �y . �' �+..�} !� � �'� 1 �� ��e ~°" � •'` 8��. 4.t�h /r;,, �.:�I.�'f,''�' ,�'"''t�i'., ��•�° �i,.��� .•\• •.�., � .,•"!�y„��' 1��+ ��� � �.;� dal 't ''�. - .'� •'` a ,,,'� ^1, F�•,� �! M� � :7v3•'��� y,t�� •• '11i,:e "'''�ca'�'# r �,..3, �i.i^;-°� �� t �,���� ,< .�. :�"� •. _ ''��Jg /_ � � ,bp[+�yy�1 3 r �� 1 +�/+•�• '�,`.' t \"f+..��?pa�q� 'tT y •��'y�j �....�• ! _ R \lam ✓+, t r ',,�.}� �'g"ice•+� "!/ �t- ''�' * ���i+l'y t�r��' ��.r��'G��.;A! a�1�+A.� 4ry������� 7' ,� ti. t � �\ ',�` o ,.�� ,�. �•f„'P.-. 'l�° {.i'yij �>-' -� {�. � 11,,...J, e R ti`1 t •°.z..�• , s .�• i� t ��..` t.'1 '' 'p�� '��.�.!"�;.:.�1• `�. •\��. j y rt'ev. xr s ' S , i7 t f 1 L y 1-7f,T r '' ;'•t l� .r,; t •; � 1, ex t 4 r ' 4 ., " - - a - y •* 10 ego 412 rA ME . _�'�k.Zlj-��•I.��F��oj f( ..,�5 _ � ���..• p may° t, * �_j�,�,�y'* � .r',.• T�'��li�� 1 r,,•:• ��g4, ���♦ , • � 'i'.art. _,9'} --''A !!��;, ,� •�wylll� , ��� �+�'Ik-.�.'� 3�' 7's`' f� :."� a:� w_��L-,�,A�.7r7� +"A ��• T� yam'" .-,� �-., w!aR.hrf�'. -.: ice.. �. ��;, ���� '�ii�-f�� .. i�'�: 'q��A'���.,�� ? •�t�• ��.:'f., t_ - rE+ � t R@YLSWOS 05-11-59 i 17_00 FOR PCL 2403 s BEE SEC NO 0780&0152 N 321 882 + / Iran 2 3.2A(c) Hew 1 rrar � 28q(cl � (- v 3 rrur ,.r g' 52 w R 61 1 M1j��1(��� • w f � '�8 2 y ha §1 Trn 51 _ 63 5.3 x 1 CEDAR BEACH RD _ - T 3s \ w g \ N 8` 7 s r ` TI r CEDAR BEACH HARBOR ` 2.2 24 �t1 188A(C) „a% - '�� 680A(c) `i eR TOWN OF SOUTHOLD _ - a+- SUFFOLK COUNTY 4 rte'nE"Ra.Ex WxD1 > 6 CEDAR BEACH PARK) C 1 f N 318 082 L ua:W MR*ee va.awNc ustwcrs E rya..v,..e.a..a s.a...a,ee. o (21) E eaa w s oa.aa� � SE-R N rera. 'v`- swa am...,a .. w,•n�•• —— LeN rr,raa L.. —— —— Arrwair.orrre�.a——"—— _— ewreR Revus D rb 23 Am 12.1 A1e1r 121A T>^�'r. —__ pa.pµayn. --P-- eeaw�rw Para ua--yrn-- AerNIANCE tyyrE uwree,uw 121 Aqc) S.C.T.M. N0. DISTRICT: 1000 SECTION: 93 BLOCK: 1 LOT(S):6.3 :10 �Voa�NINQ� / GRAB DRIVEWAY N S760,144 p E 12 °19'00„b p �6 0 p � �1 35' �•'-' LAND N/F OF eb S , HEATHER ROMANELLI IV 66- /(C F / O I h. fa GRAVEL DRIVEWAY :{::•:::•:'i: 25,g BELG.BLOCKCURB y ..!::.F......i.3gf;:;}:?{ ........:.....•....•..-...•...-............•...::i 1 LAND NIF OF �:::•:•::-::-::::-25TY FRAME ::::-:;:•:•:'ry-- A C :..:a .. DWELLING f13Si5:;;i?:i{•�,' DONC./SLATE EDWARD JOHN V BOYD 3 ;.}?.;... M7....;. FFC EL 10.0:•:.:••:::::•i: Si00P � 52. ::?:SHED-. EXIST.STOOPMALKWAY TO BE REMOVED `-'- ......................:: PROP.2ND FLR.BALCONY / PROPOSED ti:::: .....':r:�c � � NAr ARE4OF Qr COVERED WALKWAY .... .......... W LC! 9'x15' iiiii l'v:rY E�GETgnON 1 PROPOSED :>:;:•:::•>:•::ti e~ h 2 STY 1BGARAGE 8;:: :i::%:: GONG FOOmArH e (GF ELEV 8.0) PAIOj� I i r SEXIST.GARAGE o�� coy PROPOSED ROOF OVER5 240, 1 3 1 I 0 cry 12'x18'T0�@E REMOVED ``EXISTING TERR �~ 40Q 00, \ EL 7.2 }ii:`%•:: i/ PERGOLA I ::i: :: W AREA OF •:-r: ::: NATIVE VEG I ETAnON Q I MHW EQUALS THE TIDAL WETLANDS BOUNDARY OINED BY a/FE U.P.M. I m BE REMOVED 276' 1 1 i AS DETERMDEC.20,20230NSULiAMS W.M. OW. \ SHOWER O={�JP� N 76°�40 4,GRAVEL DRIVEWAY GEN. P G1 m N O/ G41F \ LP.GA i Q"i I m O 0 E 1 �I WOOD ® � Z 0I No cn RA2 FENCE to m N Z 1 0 cj, KAYAK RACK 1�, m z m R -Fn WI m ` oN r O r m THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL (� �OA� c: 00 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FEMA MAP#36103C0167H AND OR DATA OBTAINED FROM OTHERS. EFFECTIVE 09/25/2009 1 AREA:55,604.65 SQ.FT. or 1.28 ACRES ELEVA77ON DATUM: NAVD88 4761 7 \\ O UNAU7HOR/ZED ALTERA770N OR ADD177ON TO 7H/S SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY 697, MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY 70 THE PERSON FOR WHOM THE SURVEY/S PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING/NS777U77ON I I LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING/NS717U770N, GUARANTEES ARE NOT 7RANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE STRUCTURES ARE FOR A SPECIRC PURPOSE AND USE 7HEREFORE 7HEY ARE � NOT/N7£IVD£D TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD1770NAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF-DESCRIBED PROPERTY CERTIFIED TO: HEATHER ROMANELLI; MAP OR FlLED: SITUATED AT:BAYVIEW Tom oF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 FILE N223-172 scALE:1°=40' DATE: DEC. 13, 2023 N.Y.S. LISC. NO. 050882 PHONE (831)298-1588 FAX (881) 298-1688 I I GENERAL. CONSTRUCTION NOTES. GENERAL FRAMING NOTES* MISCELLANEOUS CONSTRUCTION NOTESa GENERAL INTERIOR * EXTERIOR STAIR NOTES, I. ALL CONSTRUCTION SHALL CONFORM TOTHE 202D RESIDENTIAL CODE OF 1. ALL CONVENTIONAL STRESS GRADE LUMBER FOR STUDS, JOIST, RAFTERS, a. PROVIDE CONTINUOUS SCREENED VENTED SOFFITS, ALL CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE NEW YORK STATE. ALL LOCAL BUILDING AND ZONING REQUIREMENTS, ALL FEDERAL HEADERS, BEAMS AND GIRDERS AS INDICATED IN THE DRAWINGS SHALL BE b. ALL RAKE BOARDS SHALL BE BUILT OUT A MINIMUM OF " FOR WOOD RESPONSIBILITY OF THE STAIR CONTRACTOR, ALL STAIRS SHALL BE IN BUILDING REQUIREMENTS AND THE NEW YORK STATE ENERGY CONSERVATION. DOUGLAS-FIR #2 (NORTH) WITH AN E+ 1,600,000 PSI AND FB-876 P51 OR BETTER. SHINGLES WHEN REQUIRED. ACCORDANCE WITH R311, R301.3, R301.4, R301.5 THE 2020 RESIDENTIAL CODE ALL BUILDING CODES AND REQUIREMENTS SHALL SUPERCEDE THE DRAWINGS c,2. ALL STRESS GRADE-FRAMING MATERIAL AND PLYWOOD SHEATHING ALL FRIEZE BOARDS SHALL BE BUILT OUT A MINIMUM OF fix" FOR WOOD OF NEW YORK STATE. ALL RISERS ARE CLOSE UNLESS NOTED OTHERWISE. ML AND SPECIFICATIONS WHETHER OR NOT INDICATE:), BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY, SHINGLES WHEN REQUIRED. d. THE TOP OF ALL CHIMNEYS SHALL TERMINATE AT A MINIMUM OF 2'-0" BUILDING D:EPART MINIMUM HEADROOM AT STAIRS IS W-8' AS PER R314,3. "1 NT NOTES : 3. ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN ABOVE ANY PORTION OF ROOFING WITHIN 10'-0". MAXIMUM RISE - 73,," - y 2. ALL CONSTRUCTION WITHIN THE 130 MPH THREE SECOND MINIMUM TREAD DEPTH (W/O NOSING) - 10' GUST WIND SPEED REGIONS SHALL BE IN CONFORMITY WITH THE AMERICAN THE DRAWINGS AND SPECIFICATIONS. ALL MANUFACTURED FRAMING MATERIALS e. ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE INSTALLED AS FOREST AND PAPER ASSOCIATION (AFtAP) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PER A.1.5.C. MINIMUM NOSING PROJECTION - 9x" � MANUAL FOR ONE AND TWO FAMILY DWELLINGS. SPECIFICATIONS AND GUIDELINES. ALL MANUFACTURED FRAMING MATERIALS MAXIMUM NOSING PROJECTION - lyx' CODE NOTES: SHALL BARE THE MARKINGS OF THE MANUFACTURER, MAXIMUM NOSING RADIUS - q/16" - -- - 3. ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED. GENERAL FLASHING AND CAULKING NOTES: 4. ALL PLYWOOD SHALL BE EXTERIOR GRADE (COX) FIR UNLESS NOTED BUILDING DESIGNED IN ACCORDANCE TO THE AMERICAN FOREST' 4. ALL PLUMBING, MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO OTHERWISE. ALL PLYWOOD SHEATHING AT ALL WALLS, FLOORS AND ROOFS I. PROVIDE METAL FLASHING WHERE FRAMING LUMBER 15 IN CONTACT WITH GENERAL HANDRAIL AND GUARD NOTES+ AND PAPER ASSOCIATION (AF & PAS WOOD FRAME CONSTRUCTION THE PLUMBING CODE, MECHANICAL CODE AND FUEL GAS CODES AND THE SOIL OR CONCRETE. __......-..____ _ �._ SHALL BE INSTALLED PERPENDICULAR TO THE FRAMING, INSTALL ALL PLYWOOD REQUIREMENTS HAVING JURISDICTION. ONLY A LICENSED AND INSURED AT WALLS AS PER DETAILS. STAGGER ALL PLYWOOD JOINTS MINIMUM OF 32" 2. PROVIDE HIDDEN METAL FLASHING WHERE TOPS OF ROOFS MEET MANUAL, FOR ONE AND 'TWO- FAMILY DWELLINGS �1 PLUMBING CONTRACTOR SHALL PERFORM ALL PLUMBING WORK. WHERE POSSIBLE. VERTICAL SURFACES. 1. ALL DESIGN, CONSTRUCTION AND INSTALLATION OF ALL WANDRAILS AND U 3. PROVIDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS, 5. ALL ELECTRICAL WORK SHALL. CONFORM TO THE THE 2020 RESIDENTIAL CODE OF GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR. ALL n S. DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE, PROVIDE HANDRAILS AND GUARDS SHALL BE IN ACCORDANCE WITH R311, R312 AND R301.5 7 C, NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS SKYLIGHTS AND WHERE SIDES OF ROOF MEET A VERTICAL SURFACE. ALL DESIGN C,RIT°'I:,RIA: HAVING JURISDICTION. ONLY A LICENSED AND INSURED ELECTRICAL DOUBLE FLOOR JOIST UNDER ALL PARALLEL PARTITIONS UNLE55 OTHERWISE FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4" FROM TWE ROOF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. - < CONTRACTOR !SHALL PERFORM ALL ELECTRICAL WORK. NOTED. UNLESS NOTED OTHERWISE, FLASH ALL ROOF'S AS PER MANUFACTURERS LIVE LOAD 40 PSF: � � SPECIFICATIONS. �. 6, PROVIDE SOLID BLOCKING OR IX3 CROSS BRACING IN ALL FLOOR JOIST 2, PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS WAVING Q DEAD LOAD 20 PSF: G. ALL CONSTRUCTION SHALL BE: BASED ON THE DIMENSIONS AS INDICATED . PROVIDE METAL DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FAS!IA TWO OR MORE RISERS, PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 30" - BAYS AT MID SPAN OR AT A MAXIMUM OF V-O" O.C.OG WHICH EVER 15 LESS. ROOD SNOW LOAD 25 PSF: IN THE DRAWINGS, VERIFY ALL WORK NOT DIMENSIONED WITH TOE ARCHITECT BOARDS, RAKE BOARDS AND OVER ALL WINDOWS, DOORS AND OPENING5 OR OR HIGHER ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLESS NOTED uj BEFORE THE START OF THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS. THEIR TRIM, OTHERWISE, WIND LOAD 130 MPI-{ ;4 7. PROVIDE HORIZONTAL SOLID BLOCKING AT ALL EXTERIOR WALLS AND " 5. PROVIDE SEAMLESS METAL PANS IN EITHER LEAD COATED COPPER DR C " 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL INTERIOR PARTITIONS AT A MAXIMUM OF 5'-O O.G. VERTICALLY UNLESS CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE OTHERWISE NOTED. STAINLESS STEEL UNDER ALL EXTERIOR BOORS AND WINDOWS. SMOKE ALARM NOTE'Sa WORK. - .. - SQUARE FOUTAGES: 8. THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY 8. PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL GENERAL WALL BOARD NOTES+ i, PROVIDE A SMOKE ALARM IN EACH OF THE FOLLOWING LOCATIONS, RELATE TO ALL MATERIALS, MECHANICAL, ELECTRICAL, PLUMBING FINISHE5, CONCENTRATED LOADS AS REQUIRED. --- - LL � o. ONE IN EACH SLEEPING ROOM, WEIGHTS ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWISE. " b. ONE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE 1. PROVIDE %6 GYPSUM WALL BOARD TO ALL INTERIOR WALLS AND NEW SITTING ROOM AREA 195 S.F. q. PROVIDE SOLID FIRE BLOCKING OVER ALL CONGEALED FLOORS AND CEILINGS UNLESS NOTED OTHERWISE. PROVIDE 5/8" MOISTURE RESISTANT VICINITY A THE BEDROOMS. q. ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN CEILINGS OVER ALL BEARING WALLS AND GIRDERS. c. ONE ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING cc GYPSUM WALL BOARD IN ALL BATHROOMS. ALL GYPSUM WALL BOARD SHALL THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS. u N ON SPECIFICATIONS AND INDUSTRY STANDARD PRACTICE. ALL RECEIVE MINIMUM OF ONE COAT OF TAPE AND THREE COATS OF SPACKLE. 10. PROVIDE GALVANIZED METAL CONNECTORS, NAILING, AND FOUNDATION IN AREAS OF A SPLIT LEVEL AND WITHOUT AN INTERVENING DOOR BETWEEN THE x Ohb MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. ANCHORAGE AS PER DETAILS. ALL NAILS, SCREWS, BOLTS AND CONNECTORS TO 2. PROVIDE %" CEMENT BOARD AT ALL WET AREAS WALLS, CEILINGS, DECKS ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL 0 vt AND LEDGES TO RECEIVE TILE OR STONE. SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL 15 u M 10. ALL CONSTRUCTION SHALL BE LEVEL, PLUMB AND TRUE UNLESS NOTED BE NOT DIPPED GALVANIZED, PROVIDE APPROVED METAL CONNECTORS FOR ALL LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. 'ZONING CLASSIFICATION: % V) OTHERWISE. ALL CONSTRUCTION SMALL BE TO THE LINES AND DIMENSIONS FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR SIZE AND USE UNLESS B. PROVIDE ONE LAYER OF APPROVED 5/6" FIRE RATED GYPSUM WALL BOARD SHOWN UNLESS NOTED OTHERWISE. NOTED OTHERWISE. AT ALL WALLS AND CEILINGS OF ALL GARAGES AND ROOMS ENCLOSING HEAT 2. ALL ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER TWAT ZONE - R-40 PRODUCING EQUIPMENT. THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE .� fi, THE ARCHITECT IS NOT RESF'CNNES, FOR CONSTRUCTION MEANS,PROCEDURES, SHORING, BRACING, 11. REFER TO NAILING SCHEDULE PROVIDED IN DRAWINGS. NAILING NOT DWELLING. THE ALARM SHALL BE CLEARLY PROTECTION, OF LIFE AND PROPERTY OR FOR THE SAFETY PRECAUTIONS AND INCLUDED IN ALL BEDROOMS OVER METHODS, TECHNIQUES, SEQUENCES, INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY WITH TABLE R602.3(1) OF 4. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE AF t AP 2001 WOOD AT ALL INTERIOR WALLS COMMON TO GARAGES. PROGRAMS IN CONNECTION WITH THE WORK AND ALSO NOT RESPONSIBLE FOR FRAMED CONSTRUCTION MANUAL FOR ONE AND TWO STORY DWELLINGS. 3. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE 5. PROVIDE ONE LAYER OF 5/8" APPROVED FIRE RATED GYPSUM WALL BOARD WITH THE PROVISIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN DRAWINGS AND SPECIFICATIONS. THE ARCHITECT 15 NOT RESPONSIBLE FOR THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. 12. ALL FRAMING TO BE EXPOSED TO THE WEATHER AND IN CONTACT WITH CONCRETE, MASONRY, STONE OR GROUND SHALL BE APPROVED TREATED THIRTY BASEMENTS. ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR ANY OF THE 4. WHEN INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS SUB-CONTRACTORS OR ANY PERSON PERFORMING THE WORK, YEAR MATERIAL. OCCUR OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED THE ENTIRE 13. ALL DECK JOISTS SHALL BE ACQ AT 16" O.C. A5 PER PLAN. GENERAL GARAGE NOTES+--- DWELLING SHALL RECEIVE SMOKE ALARMS AS REQUIRED FOR A NEW DWELLING; THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD WIRED. LIST OF DRAWINGS • • GENERAL EXCAVATION +t BACK FILLING NOTES+ i4' CATHEDRAL ROOF TYPICAL CONSTRUCTION------- ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND ATTIC PROVIDE ASPHALT ROOF SHINGLES WITH 3230 FELT OVER 60 MIN. GRADE 'D' BUILDING ABOVE THE GARAGE SHALL HAVE A MINIMUM OF A % HOUR FIRE RATED S. PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM i, EXCAVATE ALL AREAS AS INDICATED ON THE DRAWINGS. ALL PAPER ON 3/4' EXTERIOR SHEATHING OVER RAFTERS AS PER THE PLAN AT 16" O.G. WITH FRAME AND OPENING PROTECTIVE, ALL OPENING PROTECTIVE SHALL BE AS PER THE SUFFOLK COUNTY HEALTH DEPARTMENT AND ALL OTHER AUTHORITIES O EXCAVATIONS SHALL BE THE, MINIMUM DEPTH REQUIRED TO ACHIEVE GLEAN BATT INSULATION BETWEEN, COVER WITH 5/8" GYPSUM WALL BOARD TAPE AND SPACKLEH �I GENERAL NOTES HAVING JURISDICTION, SHEET A 1 UNDISTURBED VIRGIN SOIL WITH STABLE MOISTURE CONTENT AND NON-SHIFTING WITH TREE COATS. PROVIDE A MINIMUM OF V AIRSPACE BETWEEN THE ROOF PROVIDED WITH AN APPROVED SELF-CLOSING DEVICE. rT , SHEATHING AND THE INSULATION, AND NON-514RINKING SOIL CHARACTERISTICS. THE ARCHITECT HAS PREPARED TWE DRAWINGS AND 5PECIFICATIONS WITH AN ASSUMED DESIGN BEARING 15, TYPICAL ROOF CONSTRUCTION GENERAL LIGHT, VENTILATION R HEATING NOTES- CAPACITY A2 FOUNDATION PLAN CAPACITY OF TWO TONS PER SQUARE FOOT, IT 15 THE SOLE RESPONSIBILITY OF a. PROVIDE ASPHALT ROOF SHINGLES WITH 60 MIN. GRADE 'D' BUILDING PAPER ENERGY NOTESa TWE CONTRACTOR TO VERIFY THE ACTUAL SOIL BEARING CAPACITY OF THE SOILS 3/4" EXTERIOR SHEATHING SYSTEM OVER ROOF RAFTERS AS PER PLAN. ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY CERTIFIED BY A I. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING O 16, TYPICAL EXTERIOR WALL CONSTRUCTION AREA OF NOT LESS THAN 8% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL 1. THE ARCHITECTS CERTIFIES TWAT TO THE BEST OF HIS KNOWLEDGE BELIEF SHEET A3 FLOOR PLAN NEW YORK STATE LICENSED ENGINEER. THE CONTRACTOR SHALL NOT START l a. PROVIDE SIDING AS PER ELEVATIONS OVER 60 MIN. VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER AND PROFESSIONAL JUDGEMENT THE DRAWINGS AND SPECIFICATIONS ARE IN \Vj WORK WHERE THE TEST INDICATES A SOIL BEARING CAPACITY OF LESS THEN ONE PROVIDE 'D' BUILDING PAPER ON 5/8" EXTERIOR SHEATHING SYSTEM OVER 2x6 APPROVED OPENINGS TO THE EXTERIOR AIR OF THE BUILDING. SUCH OPENING COMPLIANCE TO THE 2018 ENERGY CONSERVATION CONSTRUCTION CODE OF SHEET A4 ELEVATIONS/SECTIONS WALL STUDS ACCORDING TO PLAN AT Ifo" O.G. WITH BATT INSULATION PER NEW YORK STATE. AND ONE HALF TONS PER St?UARE FOOT. THE CONTRACTOR SHALL 8E SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE HE READY , RESPONSIBLE FOR NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND PLAN, 5/8" GYPSUM :VALE BOARD TAPE AND SPACKLE THREE GOATS. CONTROLLABLE BY THE BUILDING OCCUPANTS, 2, ALL CONSTRUCTION INCLUDING ALL HVAC, PLUMBING, ELECTRICAL AND SHEET AS CODE PAGE Q SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS b. EXTERIOR WALLS- NOTCHING AND BORING: 2, THE MINIMUM OPEN ABLE AREA TO THE EXTERIOR OF THE BUILDING SPECIAL SYSTEMS SHALL MEET THE INTERNATIONAL ENERGY CONSERVATION CODE W 1. NOTCHES IN V"MER EDGE OF STUDS SHALL NOT BE LOCATED IN (2018 EDITION) AS ADOPTED BY NEW YORK STATE AND THE REQUIREMENTS FROM THE ARCHITECT. THE MIDDLE 1/3 OF THE STUD LENGTH, NOTCHES IN THE OUTER 1/3 SHALL BE 4X OF THE FLOOR AREA BEING VENTILATED. OF THE RES CHECK REPORT OF THESE DRAWINGS, OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE STUD DEPTH, 3. THE DESIGN OF ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS 15 THE ►�) 2. ALL BACK FILL SHALL BE CLEAN GRANULAR FILL BROUGHT TO THE 11, BORED HOLES SHALL NOT EXCEED 40% OF THE STUD DEPTH AND GENERAL GLAZING NOTES, SOLE RESPO51BILITY OF THE USER OF H15 DOCUMENTS AND HIS CONTRACTORS Q-V� REQUIRED HEIGHT, --' -'----"--'- THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/8? TO THE UNLESS SPECIFICALLY NOTED OTHERWISE. THE USER OF THESE DOCUMENTS EDGE OF THE STUD, BORED HOLES SHALL NOT EXCEED 60% OF THE 1. ALL EXTERIOR GLAZED OPENINGS IN THE 130 i-IPW THREE SECOND GUST SMALL BE RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL S. NO BACK WITILLHOUT SHALL BE PERMITTED AGAINST THE CONCRETE FOUNDATION STUD DEPTH WHEN STUDS ARE DOUBLED. HVAC PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES WIND REGION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE h'7 WALLS WITHOUT THE FLOOR FRAMING OR PROPER BRACING A REQUI PREVENT DAMAGE TO THE WALL. NO BACK FILL SHALL BE PERMITTED WITHIN A III, NOTCHES AND I4OLES SMALL NOT OCCUR IN THE SAM CROSS SECTION TEST OF ASTM E igg6 AND OF ASTM E 1886 AND R30'..2.1,2 OF HAVING JURISDICTION. ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A MINIMUM OF TWO WEEKS AFTER POURING THE FOUNDATION WALLS. THE NEW YORK STATE PROFESSIONAL ENGINEER, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL CONCRETE WORK, c. PROVIDE 2x4 STUDS AT 16' O.C. FOR ALL EXTERIOR WALLS UNLESS NOTED THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERWISE OTHERWISE. BY EXCEPTION TO R301.2.1.2, 4. THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, BELIEF F� A. ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTINGS SHALL BE A d, PROVIDE 2x4 STUDS AT 14" O,G. FOR INTERIOR WALLS UNLESS NOTED OTHERWISE. AND PROFESSIONAL JUDGEMENT THE SUBMITTED "RESCHECK" DOCUMENTS MEET ` MINIMUM OF W-O" BELOW FINISHED GRADE. THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WITH THE 2016 e. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS INCLUDING 2. ALL GLAZING SHALL MEET THE REQUIREMENTS OF R305 OF NEW YORK STATE ENERGY CODE. WW1 S. REMOVE ALL SHRUBS, TREES AND PLANTINGS AS REQUIRED. CONSULT BUT NOT LIMITED TO GIRDERS, FLOOR DIAPHRAGM ASSEMBLIES, CEILING DIAPHRAGM THE 2020 RESIDENTIAL CODE OF NEW YORK STATE \ CLIENT PRIOR TO MOVING ANY SHRUBS, TREES, OR PLANTINGS, SLOPE ALL ASSEMBLIES, AND ROOF DIAPHRAGM ASSEMBLIES. FINISHED GRADES AWAY FROM ALL CONSTRUCTION AND PROVIDE FOR ON SITE {, FOR DROPPED HEADERS AS PER PLAN, PROVIDE SOLID POSTING AT EACH END, ^ DRAINAGE AS PER ALL LOCAL BUILDING CODE REQUIREMENTS. Q• FOR UPSET HEADERS AS PER PLAN, TECO ALL CEILING JOIST OR FLOOR JOIST ON GENERAL EMERGENCY ESCAPE * RESCUE NOTES, GENERAL SWIMMING POOL, HOT TU$ ! SPA $ARRIER NOTES+ BOTH SIDES OF THE HEADER. I �( EVERY SLEEPING ROOM AND BASEMENTS WITH HABITABLE SPACE SHALL h, LINTELS SHALL NOT BE LE55 THAN, ALL SWIMMING POOLS WOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIERS AS PER �/+l GENERAL CONCRETE NO"I-E$+ BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE I. THREE 2x10'5 FOR SPANS UP TO 7'-0" APPENDIX G OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE, PROVIDE APPROVED 11. THREE 2xI2'S FOR SPANS UP TO q'-O" (UNLESS NOTED OTHERWISE.) REQUIREMENTS OF R3t0 Ox THE 2020 RESIDENTIAL GORE OF NEW YORK STATE. PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE AS I, LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY NECESSITATE A MORE STRINGENT FOOTING AND FOUNDATION WALL DESIGN. CONSULT WITH I. BOTTOM OF WINDOW AND DOOR HEADERS SMALL BE SET AT W-8" ABOVE THE 2. THE CODE REQUIRES. THE LOCAL CONTRACTOR OR BUILDING INSPECTOR. SOIL DESIGN BEARING ROUGH FLOOR UNLESS NOTED OTHERWISE. EXCEPTION- EXTERIOR DOORS (SEE WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THE PRESSURE IS A55UMED TO BE A MINIMUM OF 4,000 POUNDS PER SQUARE FOOT, ELEVATIONS) FOLLOWING MINIMUM DIMENSIONS SHALL BE ADHERED TOt 2. CARRY ALL FOOTINGS TO A MINIMUM OF 36? BELOW GRADE ON TO A FIRM j. MAXIMUM SPANS FOR WINDOW SILL PLATES USED IN EXTERIOR WALLS SHALL a. THE SILL HEIGHT SMALL NOT BE HIGHER THAN .44" ABOVE THE FINISH FLOOR THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNDISTURBED BEARING SOIL. SEE PLANS FOR FOOTING SIZES. NOT EXCEED THE FOLLOWING SPANS, b. THE MINIMUM NET CLEAR OPENING SHALL NOT BE LESS THAN 5,7 SQUARE FEET 3. THE FOUNDATION WALL SHALL BE POURED CONCRETE THICKNESS A5 I. (t)-2x6 (FLAT) FOR UP TO 7'-O" C. THE MINIMUM OPENING HEIGHT SHALL NOT BE LE55 THAN 24", J ti NOTED ON THE PLANS (MIN. OF 3000 PSI) WITH REBAR AS SHOWN IN CROSS 17,(2)-2x6 (FLAT) FOR UP TO 10'-7" " �/ ^, t� d. THE MINIMUM OPENING WIDTH€ SMALL NOT BE LESS THAN 70 OD NOTED SECTION, THE FOOTING SHALL BE POURED CONCRETE, SIZE AS INDICATED ON THE k, PROVIDE I" 'ADVANTECH" PLYWOOD SUB-FLOOR TYPICAL. 3. �f WHERE THE OPENINGS ARE AT GRADE FLOOR THE MINIMUM NET CLEAR q� ' PLANS WITH =5 REBAR IN THE LOWER 1/3 OF THE FOOTING PER FOUNDATION WALL GROSS SECTION, 1. FOR LEDGER BOARDS USE ONE SIZE LARGER THAN THE J015T SPECIFIED, FASTEN OPENING SHALL BE 5.0 SG3uARE FEET. !t t ' TO WALL WITH �-O DIAMETER CARRIAGE BOLTS AT 12" O.G. STAGGERED. TECH ALL 4. (2)-2x6 ACQ SILL PLATE OVER COPPER TERMITE SHIELD AND SILL SEAL. J015T TO LEDGER BOARD. WHERE TWE EMERGENCY ESCAPE AND RESCUE OPENING FINISH SILL i S. %'0 DIAMETER X 16" LONG GALVANIZED ANCHOR BOLT AT A MAXIMUM M. PROVIDE GIRDER PER PLAN ON 3Y2"ID DIAMETER STEEL COLUMN ON POURED HEIGHT IS BELOW THE ADJACENT GROUND ELEVATION THE OPENING F SHALL BE OF 33' O.G., 12" FROM EACH BOARD END AND AT LEAST TWO PER CORNER. PROVIDED WITH A WrNDC3t+t WELL IN ACCORDANCE W1TH R3l0.2 OF THE T or CONCRETE FOOTING AS PER PLAN UNLESS NOTED OTHERWISE. I: �` 2020 RESIDENTIAL COD- d NEW YORK STATE. 6. PROVIDE I' CONTINUOUS RIGID INSULATION FROM GRADE DOWN TO FOOTING ALONG THE PERIMETER OF ALL HEATED SPACES, I 7. DAMP t WATERPROOF FOUNDATION WALL WITH SPRAY-ON WATERPROOFING BY RUB-R-WALL OR EQUAL. 8. FINISH SLAB SHALL BE A MINIMUM OF 4" THICK POURED CONCRETE ON UNDISTURBED SOIL OR 4" THICK COMPACTED SAND TO qS% RELATIVE DENSITY. q. ALL CONCRETE FOOTINGS, PIERS, FOUNDATION WALLS AND SLABS SMALL HAVE A MINIMUM ULTIMATE COMPRE551VE STRENGTH OF 3,000 PSI AT 28-DAY TEST. RECEIVE EXCEPT PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND GARAGE FLOOR SLABS SMALL HAVE MINIMUM ULTIMATE COMPRESSION STRENGTH OF 3,500 P51 AT 28-DAY TEST. NO ADDITIVES SHALL BE PERMITTED TO Jp,N 2 5 2024 - I i/7/24 r REV15E17 THE MIX EXCEPT WARM WATER. ALL CONCRETE SMALL BE AIR ENTRAINED. TOTAL o, Date Title AIR CONTENT SHALL NOT BE LESS THEN 5% AND NOT MORE THEN 7% OF THE ZONING BOARD OF APPEALS REVISIONS: CONCRETE VOLUME. 10. ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING. C3 3 � � I raven RM1"f If. ALL CONCRETE WORK SWALL BE IN ACCORDANCE WITH THE LATEST ACI 318 AND ASTM C1157 REQUIREMENTS. ® Date: 1 D/5/23 12. ALL CONCRETE STEEL REINFORCEMENT SHALL BE NEW BILLET STEEL 1 L��Tq 1. l' _E...mw Tl:�4 (:a 1--16.- s 411MA CONFORMING TO THE LATEST A5TM A-615 GRADE GO. - Drawing NO.: 13. CONSTRUCTION JOINTS IN THE CONCRETE SHALL NOT BE PERMITTED _ v WITHOUT APPROVAL AND DETAILS PROVIDED BY THE CONTRACTORS NEW YORK STATE LICENSED ENGINEER. 14. ALL STEPPED FOOTINGS SHALL NOT BE GREATER THAN (1) VERTICAL/ (2) �; HORIZONTAL. LLZ W Q w OF 5 SHEETS ............ ....... ...... o � � U o LINE OF STEPS ABOVE-\ c' u 0 CY E < SILL PLATE NOTE; -t PROVIDE (2)-2 X A 00 ACQ PLATE OVER X 00 SILL SEAL OVER TERMITE SHIELD BOLT C TO FOUNDATION "ALL V4/ 5/5" DIAMETER UNEXCAVATED GALVANIZED ANCHOR BOLTS 2. q'I O.C. I I s t TWO BOLTS AT EACH CORNER (T-r-P) VERIFY ALL CONDITIONS NOTEs FOUNDATION WALL NOTE! 8" THICK X 2'-10" HIGH POURED CONCRETE FOUNDATION "ALL (MIN. 3,000 P.S.I.) ON 16" X 8" POURED CONCRETE FOOTING ksl/(3) US REEBAR5 ON UNDISTURBED SOIL OR COMPACTED SAND TO q5% RELATIV DENSITY NOTE: (VERIFY) FOUNDATION INSULATION NOTEt PROVIDE R-10 RIGID INSULATED DRAINAGE — — — — — — — — — — — — — — — — — — BOARD AROUND THE VERIFY ALL CONDITIONS ;1 . - " , : : . A PERIMETER OF THE -7 .7 FOUNDATION FROM j - -- - - - - - - - - - - - - - - - - — __ , i �y FOOTING TO SILL j i r PLATE. NO-rr=s _ I ; I i p SLAB NOTE- 4" POURED CONCRETE SLAB 1-4/ 6 X 6 10/10 —Alk WOVEN "IRE MESH OVER RIGID INSULATION ON 44 UNDISTURBED SOIL OR COMPACTED SAND TO q5% RELATIVE DENSITY -PROVIDE 6" I y I I i V1 EXPANSION JOINT MOLDED BETWEEN SLAB t FOUNDATION "ALL. I I i I t(""~~ I-NEW STEPS NOTEABOVE UNEXCAVATME) DOUBLE UP FLOOR JOISTS 4" P.C. SLAB "/ GXG, UNDER ALL WALLS THAT 10/10 ON ARE PARALLEL TO JOIST COMPACTED FILL (TYP.) F---' OR LESS. PROVIDE CROSS OR SOLID -- — — BRIDGING V 8'-0" O.C. MAX. — — — — — — — — — 4*4 REBAR-18" LONG. TOP 4 BOTTOM u ( � 14 j M DRILL INTO EX. N A-rl—=D FND. t EPDXY. SET MIN. OF G" INTO P.C. SLAB V4/ &XG, KEY TO SYMBOLS: FND. "ALL (TYP.) 10/10 L�4 ".m. ON NE1,4 STEP ABOVE COMPACTEC FILL <'TYP,) 0 i I I I I EXISTING FOUNDATION TO REMAIN TYR. FIDN HT. — lDA7Ur-1 0' -0" J L /X TYR. FDN HT.— DATU" 61-011 — — — — — — — — — — — — — — — — — — - - L ALIGN NoTE2 NEW STEPS ABOVE - ,--z i 21-10" 121-4" 21-1011 0; VERIFY ALL EX15TING CONIDITIONS AND CLEARANCF=5 PRIOR TO CONS7RUC-710N. NOTIFY ARCHITECT OF DISCREPANCIES. NOT RESPONSIBLEFOR CHANGES f-lADE WITHOUT NOTIFICATION. (VERIFY) PARTIAL FOUNDATION PLAN SCALE: [- U/ /�2 REVISED No. j- Date Title REVISIONS: Drawn By: P-r-l" Date: 10/6/23 Drawing No.: u. a OF 5 SHEETS B0 RAILING IM z LL NEW DECK L) T PITC CP ! ! � � I ' � I ! 1 � ` 11 I I ! I ; I lj � z z IA , EXISTING Sol 51, 440USE I. {F f 1 ' I i i ' E 3 1 1 .�i all COLU"N L t VERIFY NEW 5TEP L-, Uil L L.Ll LL ALL � Lt LL U) I- -- - -——— ——— — -- — ———X III I I - - - - - - NIA z L.V.L. I-IDR iLINE OF EX. TERRACE X I 13� EX. ROOF DECK lu EX15TING TERRACE10 Ex. TO BE EXTENDED :1 : t VERIFY ALL I CONDITIONS EXISTING l lI i 9 € € { ROOF II_ I dl J DI ! Ih�r I � , ' I ! ! I ! ° I i � � � I lI € � i EX. � lj ; { � i {(Eili II { � I { i i II } ? { j v 0 2"x&" D.J. C.T. it In O.G. E -— — ——— —— —— 7 it X Ii ! 1 t It i 211X10.1 R.R. 2"XI0.1 R.R. COVRE 1 -7 TERRACE it tIllid I ' i j ` ' � ' ' 1 j � H� X EX. Elloolooll' it I � ( I �I Elt � { Ili I l ` i � , li { I 11 ! ii ; ' � � ` ; I � j I ' EX. X. (VERIFY) EX 1!5-r I NIG ROOF ...... ROOF 0.1-A. It EX I ST I NG -- - - ---- - EX. ROOF 0,W, _:-—— — — — r —1——— — — —— — .............. HOUSE VERIFY ALL EX. . ..... CONDITIONS SR 11 SY2 U) W-A 0 IN 7 v =X H I �D I (() I ro I X I looliq In ' I i `� � i M EX. EXISTING NEW COVERED WALK NEW GARAGE 2 x&" G.J. I i T t O.C. KEY 70 SYMBOLS N 0 � I PARTIAL SECOND FLOOR FLAN ri(�a�-21xl:F CON -ID .(y GARAGE 3cI4 S.F. I SCALE.- k4"-1'-0" Exie,-rimG WALL 6 COVER Er-D in X 2t WALK—WAY PROF-05ED "ALL X N 0 N l I . �Tr r � �'' 2 x 101, 2 X i I �q " Ex. —> N \(n] 21-xIO'l R.R. 2"xI0" R.R. 6 OD I ez, O.c. cm Ire", O.C. X 04 T. W DR. clox5- 0J4, DOOR DN. 4 — 111/," L.V.L. =k= —— — ——— — ——— — ———— L - — — —--———— — —L— — ———— ——— — — — —— — — — — —— — — — — —— —j 1570NE PAVERS (TBD)—! 1 1/7/24 P-ED I-oil si—olt 0'". DOOR NOTE: No. Date Title REVISIONS: EXISTING 151-0" 161—o" VERIFY ALL EXISTING CONDITION5 AND CLEARANCE-5 (VERIFY) PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. Drawn By: NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. RMM Date: 10/5/25 PARTIAL FIRST FLOOR PLAN Drawing No.: SCALEs k4"—P—O" OF 5 SHEETS ...................... ........... .......... 12 12 8r ROOF BLIND METAL FLASHING —-, -TYPICAL ROOF CONST. --TYPICAL ROOF CONST. _.E ASPHALT ROOF ASPHALT ROOF (TO MATCH EXIST. HOUSE) (TO MATCH EXIST. HOUSE) 4 FLASHING ( IT ................. HEAD FLASHING (TYP. FASCIA TO MATCH EXIST. _I-- FASCIA TO MATCH EXIST. 1`171 M-77 HOUSE HOUSE H ALIGN I 4_1 0.1-4. Ex. Ex. Ex. O.W. H O.H. TYPICAL EXT. WALL CONST. TYPICAL EXT. WALL CONST. HOUSE COPEN TO TN21051 TP4210510 u Il ! I ll ! "i BEYOND SIDING TO MATCH EXIST, HOUSE SIDING TO MATCH EXIST. HOUSE W T__ CORNER BOARDS TO MATCH CORNER BOARDS TO MATCH EXIST, HOUSE EXIST. HOUSE i ELI �_LU 11. 1 111 ill ! 1 1jT_1__Lfl I I L J J 1 11 11 J a L-1 L L L 2 X8* O.H. r GRADE GRADE GRADE STONE PAVERS (Teo) 00 u ------------- - ----- I --------------------- ---- - --- L -------------------------------------- X 00 0 1�1 u LEFT ELEVATION � o PROPOSED BACK ELEVATION SCALEt 4"imilIV-0" SCALE, 4"-V-0" EXISTING ROOF CUT ROOF O.H. BACK o (,�12 12 NEW RAILING 30 HT. 12 T TYPICAL ROOF CONST BLIND METAL FLASHING ASPHALT ROOF it (TO MATCH EXIST. HOUSE) FASCIA TO MATCH EXIST, HOUSE L 7 -T- r--- 0.H. to—Oil I I—off 4_1 III 1 ! 11 1111 1 1 :1 i ; I I ; I I I ! I I i I I 1'—On f i ALIGN -oil O.H. _LA L O.H. EX. I Ex. TYPICAL EXT. WALL CONST. OPEN TO SIDING TO MATCH EXIST. HOUSE 11 il I il 11 BEYOND 88 CORNER BOARDS TO MATCH EXIST. HOUSE i I I I H ! HTI GRADE \—STONE PAVERS (TBD) 5" COLUMN EXTEND TERRACE FOR Ill COL. AS REQUIRED rTl r-—---------------------- ----J_r- - - -- -- ---- ---T I L-—- ----------------- -- --- --- I ------------ -- C/� PROPOSEDBACK ELEVATION SCALE: 4"-V-0" 2"x12" RIDGE A5 TYPICAL ROOF CONST. (2)-1914"x[4" L.V.L. RIDGE-- 6-1 A5 R.R. V IV' O.C. ASPHALT ROOF SHINGLES SHINGLES TO MATCH EXIST. HOUSE 303* BLDG. FELT UNDERLAYMENT MATCH Ex. NEW RAILING 30 HT. SELF-ADHERING "MOISTURE GUARD PLUS" (V.1.F.) 1 12 12 NOTE% 12 12 /," AC, EXT. PLYWD. SHEATHING TYPICAL ROOF CONST. r�'- 'I 6 2"XI0" R.R. LEI Iro" C.C. ASPHALT ROOF NEW DECK STEPS DOWN 2"xI0" R.R. QD 16" 5-2 (TO "ATCH EXIST. HOUSE) 2"xG" C.T. FROM EXISTING DECK 2"x8" C.-J. (p 16" O.C. A5 0 IG" O.C. OF 10 FASCIA TO MATCH 2"XI0" R.R. OD 16" O.C. 2"x8" D.J. OD IG" O.C. REMOVE EX. EXIST. HOUSE mil FASCIA TO MATCH EXIST. LF_e; (s 1!,IA"x )-2"xI0" HDR. (3)-2"xIO" HDR. HOUSE L.V.L. WDR. L.V.L. HDR. it-Ott O.H. TYPICAL EXT. WALL CONST'. COVRED VERIFY z if—oll OPEN TO TERRACE CONDITIONS j- BEYOND SIDING TO MATCH EXIST. HOUSE VERIFY ALL 0 0 :2 CAR 0 SOU BLDG. FELT UNDERLAYMENT i (0 CONDITIONS 7 1 1 to 54" EXT. PLYWD. SI-4EATWING GARAGE 2"wro" STUDS fflD 16" O.C. a" COLUMN STONE PAVERS IJ r IQ 5-3 TO MATCH EX. (-TBD) A5 WATERPROOFING PLT. HT. (V.I.F.) 1 1/7/24 REVISED IL '_ COMPACTED FILL Title _'k- No. Date GRADE ­ 7 J �.5 GRADE REVISIONS: =1 1=1 IF 1 __l 1-- GRADE EXISTING TERRACE TO REMAIN EXTEND TERRACE FOR (VERIFY ALL DIMENSIONS,) NEW COL. AS REQUIRED Drawn By: —W 7 -- A" P.C. SLAB W/ —TYPICAL FDN. CONST. 10/10 W.W.M. ON 8"xV-10" P.C. FDN. WALL COMPACTED FILL (TYP.) ­7 (2)-2"x6' TREATED SILL (2)-::*5 RE-BARS T4B SILL SEALER Date: 10/5/23 TERMITE SHIELD %"(P x 12" ANCHOR eoL_T5 Drawing No.: WASHER cm 55" O.C. rA SECTION "/ 5"X3" STIL. SECTION WATERPROOFING NOTE: SCALE: k4"--I'-0" 8"xIG" P.C. FOOTING �-4/ SCALE: 4"mmll'-O" 777'71 (3)3*5 RE-BARS VERIFY ALL EXISTING CONDITIONS AND CLEARANCES PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. NOT RESPONSIBLE FOR CWANGES MADE I^JITI-4OU7 NOTIFICATION, OF 5 SHEETS MINIMUM ROOF LIVE LOADS RIDGE TENSION STRAP 16 O.G. (N U PONDS-FORC[ PER SOUARE FOOT OF HORIZONTAL PROJECTION} BY SIMPSON STRONG TIE TRIBUTARY LOADED 1 1/411 X 18" 20 GAUGE W AREA IN SGJUARE FEET (4) BID COMMON NAILS EACAC H SIDE /+j� I NAILING �....'"CH EDU L .,", FOR ANY STRUCTURAL tlU MEMBER o• FROM TABLE 2 OF THE AMERICAN WOOD COUNCIL 150 MPH EXPOSURE B ROOF SLOPE 200 2 61000 600 o OVER ROOF RAFTER 16" O.G. S WFCM GUIDE GUIDE TO WOOD FRAME CONSTRUCTION iN HIGH WIND AREAS ... INSTALL "SIMPSON ONE- AND TWO- FAMLIY DWELLINGS 2015 EDITION FLAT OR RISE LE55 THAN 4 INCHES PER FOOT o R. o STRONG TIE" LSTA FOR TIES i+l EA. END (113) 20 16 16 000 OF HDR. L .IOIST DESGRIPTit7N NUMBER OF NAILS NAIL SPACING I RISE 4 INCHES PER FOOT (I-3) TO LESS (( THAN 12 INCHES PER FOOT (111) 16 14 14 ���A111 ROOF RI RAFTER FRAMING _ -- RIDGE RAFTER Rafter to Top Plate (Toe-nailed) I RISE 12 INCHES PER FOOT (III) AND O HEADER AS NOTED GREATER N Wot! height 8 Ft. 3-8d?# ?$ per rafter 12 12 12 _._.___.__....._._...._ Y Wail height 9 - 10 ft. 4-8d?# ?$ per rafter DOOR OR WINDOW _ Qu Ceiling Joist to Top Plate (Toe-nailed) rr l AS NOTED I I Wall height s ft. I 3-8d?# ?$ V per joist € Wall height 9 - 10 Ft. -4-Sd?tt ?$ per joist MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS M ('s— R I DG E STRAP —•-•-.--.•-� Ceiling Joist to Parallel Rafter (Face-nailed) I Roof Span (ft.) (IN POUNDS PER SOI,ARE FooT> _ Ii 12 20 28 36 N.T.S. I 3:12 Roof Slope @ I o.c. ; 646d 8-W 11-16d 14-16d USE LIVE LOAD C7 ! 4:12 Roof Slope E 16' o.c. 4-16d 6-16d 8-16d 11-16d each top Ci 5112 Roof Slope @ 16" o.c. 346d 5-I6d 7-16d 9-16d each lap 60 i 7112 Roof Slope P 1V o.c. EXTERIOR BALCONIES I, � 3-16d 4-16d 5-Ihd 6-16d ► W 9:12 Roof Slope E 161 o.c. 3-16d 3-I6d 4-I6d 5-I6d DECKS 40 1� Z € 12=12 Roof Slope 0 16" o.c. 3-16d 3-16d 3-16d 4-16d _ ATTICS WITHOUT STORAGE 10 i W ROOF RAFTER Ceiling Joist Lops over Partitions (Fore-roiled) Roof Span (Ft.) ATTICS WITH STORAGE 20 12 20 28 36 rm ROOMS OTHER THAN SLEEPING ROOMS 40 Q s v 3:12 Roof Slope O.C. 5-ibd 8-Ibd 1146d 14-16d SLEEPING ROOMS 30 • 4:€2 Roof Slope 0 16' o.c. 4-146d 6-16d 8-16d tl-tbd each lap TYP I GAL DETAIL 4F 5112 Roof Slope P 10o.c. 3-16d 5-16d 7-16d q-16d each lop EXTERIOR HEADERS 7:12 Roof Slope V 16" o.c. 3-16d 34 5 6d 5-16d -I6d Cy � 9:12 Roof Stops @' 16" o.c. 3-16d 3-Ibd 4-16d -Ibd l l x f N.T.3. 12,12 Roof SI Ope E+ I6" o.c. 3-16d 3-ibd 3-Ibd 4-Ibd TABLE R301.2(I) �./ i TOP PLATE Colts- Tie to Rafter (Face-nailed) 6-8d per tie CLIMACTIC. AND GEOGRAPHIC DESIGN CRITERIA x 1 Blocking to Rafter (Toe-nailed) 2-8d each end x WIND DESIGN -� SUBJECTTO DAMAGE FROM v u,' Rim Board to Rafter (End-noiled) 2-16d each end GROUND - SEISMIC { SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FROSTLINE ii WALL FRAMING LOAD (MPH) EFFECTS REGION DESIS ZONE CATEGORY WEATHERING DEPTH TERMITES DECAY Top Plate to Top Plate (Face-nailed) 2-16d?l per foot 25 PSF 130+ NO NO 1 B SEVERE 3'-O" MODERATE SLIGHT TO ►—� a: MPH TO HEAVY MODERATE Top Plates at Intersections (Face-roiled) 4-16d joints - each side € Stud to 5tud (Fore-nailed) 2-I6d 24' o.c. 0. SIMPSON STRONG TIE MTS12 Header to Header (Foe-nailed) 16d 16" O.c. Clang edges 1 1/4" X 16 GAUGE STRAP w/ (4) 8d COMMON NAILS ((5) 8d Top or Bottom Plate to Stud (End-natled) 2-16d per 2x4 d COMMON NAILS IN GARAGE) INTO stud i THE ROOF RAFTER 4 (4) 8d 3-ibd per 2x6 stud COMMON NAILS ((5) 8d COMMON 4-16d NAILS IN GARAGE) INTO THE WALL per 2x8 stud STUD. BOLTS x 12" L. x 3'-0" O.G. ANCHOR Bottom Plate or Floor joist, Bandjoist, j GLAZING PROTECTION FROM WIND—BORNE DEBRIS BOLTS W/ C SE STL WASHER. End'oist or Blocking Foce-nailed 2-16d ?. ?C�(I O FROM CORNERS) � ng ( ) I per foot - -AS PER TABLE 4 _ `T FLOOR FRAMING NOTE- PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM TIdiCKNESS OF Joist t0 Silt, Top Plate or Girder (Toe-nailed) 4-8d per foist - -_ __34." AND A MAXIMUM SPAN OR W-O' FOR EVERY WINDOW. PANELS }�r�( t r'� SHALL BE PRE-CUT TO COVER THE GLAZED OPENINGS LABELED, WITH S� 1 IT�1,,G DETAIL Bridging t0 Joist (Toe-rbited) 2-8d each End APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE Blocking to Joist (Toe-roiled) 2-8d each End SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW. A3 N.T.S. INSTALL "SIMPSON STRONG-TIE" i Blocking to Sill or Top Plate (Toe-railed) 3-I6d each block H-2.5 CLIPS P 16" O.G. W/5-8ci NAILS { Ledger Strip to Beam (Face nailed) 3-16d each joist Joist an Ledger to Beam (Toe-nailed) 3-8d FASTENER TYPE FASTENER SPACING per joist w (� Bond Joist to Joist (End-nailed) 3-16d per joist PANEL SPAN PANEL G PAN PANEL 1 PAN U 1 Band Joist to Sill or Top PLate (Toe-nailed) 2-16d?! per foot 2k1" aeb WD. SCREWS -- 1 I6" 12" q" ROOF SHEATHING Structural Panels Bd 6' EDGE/ 6' FIELD 215" =a WD. 9CREW9 : I6" ib" 12" " INSTALL "SIMPSON STRONG-TIE" + Diagonal Board Sheathing " 1"xb' or I"x8"'o MSTA36 STRAPS 16 O.C. 1 2-8d each end SECURE WITH 26- 10d NAILS I INTO' or wider 3-8d each block r � CEILING 514EATMING 5d coolers _ I 7 edge / iL1 field —FASTENERS AS N SCHEDULE ABOVE NOTED .j a.� " Q °E Gypsum Watiboad • WALL SHEATHING ;a, Structural Panels r 8d hi s rnPlcf,ea 4t' Q Fiberboard Panels Sheciz�thisupcge.)(�CdCvq WINDOW ---'----PLYWOOD A9 NOTED d GLASS 2'X4' BRACE • LARGER SPANS 7/I6' 8d 3' edge / 6' field 25/32' 8d 3" edge / 6' field % • •♦ f ! ° 1 Gypsum Wallboard € 5d cooler 7' edge ! 10" field wwoow SILL ' Hardboard Bd (see Sdrressure Intl '.° Particleboard Panels Bd Sheathing this a Naiting e I Zones this page.) Dioganol Board Sheathing IL PX6' or 1'xB' 2-8d per support ° �° e _..... !'x!0' or wider 3-8d per support FLOOR SHEATHING i� PLYWOOD STORM PANEL SHUTTER" DETAIL n " 5tructurol Panels ~{ ^" ..,r. ►� i' or less 8d � 6' edge / 12" field O S� WALL—TO—FND. CONNECTIONS greater than t" lad 6• edge ! 6• field Diagonal Board Sheathing U �D i"X6" or I"XB' N.T.S. 2-Bd per support i"x10" or wider 3-8d per support �T� --- NOTE: THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN i ?i Nailing recg:lrr+ents are based on watt sheathing roiled 6" on-cente, at the panel edge. If wall sheathirn 5 no:`ed s" or-cenember sat Iles panel ,or al obtain higher she capacities, r plat r, shall be for FOREST AND PAPER ASSOCIATION (AF t PA) WOOD FRAME CONSTRUCTION MANUAL O ( structural rner?bes•s shall be doubled, or alternate connectors, such as shear plates, shalt be used to I pffr 1t the toad path. FOR ONE AND TWO FAMILY DWELLINGS igg5 SBC HIGH �j /� /_ I ;@ cah�es wall 4heathing is continuous over connected members, the tabulated number of nails shall be , G WIND E D I T I ON,S EGT i ON 2. M 1"(ST.d\3(o DETAIL € txrr±�itted to be reduced to I-16d nail p� foot, -_ J� —. -N.T.S. INSTALL "SIMPSON STRONG-TIE" I I n n SIMPLIFIED WALL SHEATHING H-G TIES V 16" O.C. W/8-Sd NAILS PRESSURE d NAILING ZONES I `v \r;r��' = � H6 `� ROOF DECK H6 INSTALL "SIMPSON STRONG-TiE" O I { O I I L7P4 ANCHORS 0) iG" O.C. w/ { ' 12- Sd NAILSthaF.'� .�-.. �. 5/e"0 x 12" L. x 5'-0" O.G. ANCHOR 5 I I I I { GOE"tPONENT AND CLADDING PRESSURE ZONES 1-4/ W BOLTS / 2"x2" SO. STL ASHER. NUMBERS iNDiATE NAILING ZONES BP (1'-0" FROM CORNERS) I O I t✓ -- -- LTP4 AS PER TABLE 3.2A 4 3.2E IQ QI LTP4 ROOF SHEATHING NAILING SCHEDULE 0 II I I•. . q ZONE I ZONE 2 ZONE 3 ZONE 4 I I I I WALL SHEATHING NAILING SCHEDULE -- _. ....-....._.__..__ I FIELD e" o.e. Ir' a.G. 3" O.C. 4" o.C. I I 1 1/7/24 REVISE17 I I N0.11 , Date 11 �'itle QI ! I Io EDGE 4" O.C. 6" o.G. s" O.C. 3" o.c. I I I I REVISIONS: ZONE 5 ZONE Co ! FIELD _ ALL 45" EXT. PLYWOOD WALL SHEATHING TO BE SECURED I I { I Drawn By: /( �+y"'/�� CONNECTIONS 4" O.G. 15" O.C. 3 WITH 8d COMMON NAILS- 2y1," x 10%I" GA. - PATTERN AS "r7 Ir LR• I O FN D• INDICATED ABOVE. EDGE S,: O.C. N.T.S. 4" O.G. -- Date. FOR ADDITIONAL STRUCTURAL NAILING REQUIREr'IEN`Tt5 I -- --� I ( ( I 10/ ALL I!2" EXT. PLYWOOD WALL SHEATHING TO BE SECURED REFER TO "FASTENERS SCHEDULE FOR STRUCTURAL U { { WITH Gd COMMON NAILS- 2" x IIYc," GA. - PATTERN AS MEMBER5" - TABLE R-602.3 (I) OF THE RESIDENTIAL I I INDICATED ABOVE. CODE OF NEW YORK STATE. I I Drawing No.: 'i � ( I I I NOTE: PROVIDE CONTINUOUS LOAD PAT" I � F ROM E:RIDG TO FOUNDATION. s� A5 ROOF PLAN N.T.S. L o OF 5 SHEETS