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HomeMy WebLinkAbout1000-77.-2-2 OFFICE LOCATION: O�*QF S��TyQI MAILING ADDRESS: Town Hall Annex P.O. Box 1179 '54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 �pQ Telephone: 631 765-1938 Fax: 631 765-3136 COU�' LOCAL WATERFRONT REVITALIZATION PROGRAM 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 25, 2018 -Re: LWRP Coastal Consistency Review for ZBA File Ref TIMOTHY J. AND NANCY LEE HILL #7155 SCTM#1000-77-2-2. TIMOTHY J. AND NANCY LEE HILL#7155— Request for a Variance from Article XXIII, Section 280- 124 and the Building Inspector's December 14, 2017 Notice of Disapproval based on an application for a building permit to legalize an "as built" deck addition and to construct additions and alterations to an existing single family dwelling; 1) more than the code permitted maximum lot coverage of 20%; located at: 360 Oak Avenue, Southold, NY. SCTM#1000-77-2-2. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and-the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the actions are INCONSISTENT with the below Policy Standards and therefore are INCONSISTENT with the LWRP. 5.9 Prohibit direct or indirect discharges that would cause or contribute to contravention of water quality standards. The "area of septic" shown on the map is concerning due to the close proximity to surface waters (shown as between 30 to 40 feet). It is recommended that more information is requested on the existing system construction and function to avoid impacts to ground and surface water quality. 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction. 1. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions. The "as built" deck addition does not meet this policy. The structure was not built with the benefit of a Board of Trustee Wetland Permit. D. Provide adequate buffers between wetlands and adjacent or nearby uses and activities in order to ensure protection of the wetland's character, quality, values, and functions. The adequacy of the buffer depends on the following factors. It is recommended that a vegetated, non-turf buffer (10' wide) is required landward of the concrete wall to further this policy. The more than code permitted maximum lot coverage of 20% (proposed 24.9%) is not discordant with surrounding community character(single family residences and neighborhood setting) and is recommended as CONSISTENT with the LWRP provided the above recommendations are implemented to reduce impacts from development. 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: 'William Duffy, Town Attorney BOARD MEMBERS ®F $®(/,° Southold Town Hall Leslie Kanes Weisman,Chairperson �� �® 53095 Main Road•P.O.Box 1179 �® �® Southold,NY 11971-0959 Patricia Acamporat Office Location: Eric Dantes cry Town Annex/First Floor,Capital One Bank Gerard P.Goehringer ® �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento lyC®U0 Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 January 16, 2018 D E JAN 16 2018 Mark Terry, Principal Planner Southold Town LWRP Coordinator Planning Board Planning Board Office Town of Southold Town Hall Annex Southold, NY 11971 Re: ZBA File Ref. No. # 7155 HILL, Timothy and Nancy Dear Mark: We have received an application to legalize an "as built" deck addition and to construct additions and alterations to 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 268-51) is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairperson By. - ( �ahtja 1& FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: December 14, 2017 TO: Bruce Anderson(Hill) PO Box 2003 Bridgehampton,NY 11932 Please take notice that your application dated December 7, 2017: For permit to legalize an"as built" deck addition and to construct additions and alterations to an existing single-family dwelling at: Location of property: 360 Oak Avenue, Southold,NY County Tax Map No. 1000—Section 77 Block 2 Lot 2 Is returned herewith and disapproved on the following grounds: The "as built" deck addition and the proposed construction to this existing single-family dwelling, on a non-conforming 11,200 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124, non-conforming lots; which states lots containing less than 20,000 sq. ft. are permitted maximum lot coverage of 20%. The survey shows the lot coverage at 24.9%. Authori n re 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 For Office Use Only Fee: $ Filed By: Date Assigned/Assignment No. Office Notes: House No.360 Street Oak Avenue Hamlet Southold SCTM 1000 Section 77 Block 2 Lot(s)2 Lot Size 11,200 s.f: Zone R-40 I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED: December 14,2017 BASED ON MAP DATED December 14,2017. Applicant/Owner(s):Timothy J.and Nancy Lee Hill MailingAddress:23 Oxford Road,White Plains,NY 10605 Telephone: (914)419-3854 Fax#: N/A Email: fihsvpnaol.com NOTE: In addition to the above,please complete below if application is signed by applicant'attorney,agent,architect,builder,contract vendee,etc.and name of person who agent represents. Name of Representative: Bruce A.Anderson—Suffolk Environmental Consulting,Inc. for Owners Agent's Address: P. O. Box 2003,Bridgehampton,New York, 11932 Telephone: 631-537-5160 Fax#: 631-537-5291 Email: bruce i( suffolkenvironmental.com Please check box to specify who you wish correspondence to be mailed to,f om the above names: ❑Applicant/Owner(s),or [X] Authorized Representative,or ❑ Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED MAP DATED 11-29-17 and DENIED AN APPLICATION DATED 12-7-17 FOR: [X] 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 quote the code.) Article XXHI Section 280-124 Subsection B Type of Appeal. An Appeal is made for: [X] 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 ❑Reversal or Other A prior appeal❑has, [X] has not been made at any time with respect to this property,UNDER Appeal No. Year (Please be sure to research before completing this question or call our officefor assistance) Name of Owner: ZBA File# REASONS FOR APPEAL(additional sheets may be used with preparer'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: The proposed activities are moderate in size and the overall development is of similar proportion as found in the neighborhood. No dimensional(yard) variances are required. (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: The lot is a pre-existing non-conforming lot with respect to area and dimension. (3) The amount of relief requested is not substantial because: The relief requested is 4.1% ,a small amount. (4) The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: The project is outside the jurisdiction of the NYSDEC,there is no expansion in the number of bedrooms requiring septic upgrade and there is no further encroachment towards wetlands. (5) Has the alleged difficulty been self-created? ( )Yes,or(X)No. Are there Covenants and Restrictions concerning this land: [X] No. ❑ Yes (please furnish copy). This is the AVIINIMUM 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( )IFA USE VARIANCE IS BEING REQUESTED,AND PLEASE COMPLETE THE ATTACHED USE VARIANCE SHEET.• (Please be sure to consult your attorney.) �K' A..ellt�_�� Signature of Appellant or Authorized Agent (Agent must submit written Authorization from Owner) Sworn to before me this day of Notary P1' mitthe%^i D Ivans Nota' PJ'.0i Cr »; York gyp NaL ,G �` y_� ' fiq (Aunty Comm,ss!or. E>, ! es 16TI y 22, 20 APPLICANT'S PROJECT DESCRIPTION (For ZBA Reference) Applicant: Timothy J. and Nancy Lee Hill Date Prepared: December 28,2017 I. For Demolition of Existing Building Areas Please describe areas being removed: None. H. New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: 12' x 40.5' (addition)& 12.3'x 14.8' (deck addition) Dimensions of new second floor: N/A Dimensions of floor above second level:N/A Height(from finished ground to top of ridge):>35' Is basement or lowest floor area being constructed? If yes,please provide height(above ground) measured from natural existing grade to first floor: Ill. Proposed Construction Description(Alterations or Structural Changes) (attach extra sheet if necessary)—Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: 1 Number of Floors and Changes WITH Alterations 1 IV. Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: 1903 s.f. house Proposed increase of building coverage: 486 s.f. Square footage of your lot: 11,200 s.f. Percentage of coverage of your lot by building areas 24.9% V.Purpose of New Construction: Residential(additional livingspace). paced 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): Flat Please submit seven(7)photos,labeled to show different angles of yard areas after staking corners for new construction),and photos of building area to be altered with yard view. 7/2002; 2/2005; 1/2007 QUESTIONNAIRE FOR FILING WITH YOUR Z.B.A. APPLICATION A. Is the subject premises listed on the real estate market for sale? ❑Yes [x]No. B. Are there any proposals to change or alter land contours? 0 No [ ]Yes,please explain_ C. 1)Are there areas that contain sand or wetland grasses?Yes(seaward of bulkhead) 2)Are these areas shown on the map submitted with this application?Yes 3)Is the property bulkheaded between the wetlands area and the upland building area? Yes 4) If your property contains wetlands or pond areas,have you contacted the office of the Town Trustees for its determination of jurisdiction?Yes Please confirm status of your inquiry or application with the Trustees:Awaiting variance relief prior to filing with Trustees. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level?No E. Are there any patios,concrete barriers,bulkheads or fences that exist and are not shown on the survey map that you are submitting?No (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?No 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? No 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: Residential—Single Family and proposed use Residential—Single Family with addition (examples: existing: single-family;proposed: same with garage or pool,or other description.) Authorized Signature and Date 2/05; 1/07 Board of Zoning Appeals Application AUTHORIZATION (Where the Applicant is not the Owner We,Timothy J. Hill and Nancy Lee Hill residing at 23 Oxford Road,White Plains,NY 10605 do hereby authorize Suffolk Environmental Consulting,Inc. to apply for variance(s) on our behalf from the Southold Zoning Board of Appeals. Ti y J. Hill Nancy Lee Hill APPLICANT REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics Prohibits conflicts of interest on the part of town officers and eml2loyces.The Purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Timothy J.Hill. (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's or company's name.) NAME OF APPLICATION:(Check all that apply.) Tax grievance Building Variance_ X Trustee Change of Zonc Coastal Erosion Approval of plat Mooring Exemption from plat or official map _ Planning Other (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 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. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/represcntative)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 than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted tlti day of 2[fl Signature P ' am i oth 1 Form TS I APPLICANT REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: N Lee Hill (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's or company's name.) NAME OF APPLICATION:(Check all that apply.) Tax grievance Building Variance_ X ..._.. Trustee Changc of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (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 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. 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 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); _Q an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this day of Dt ezv- p-K 201 7 Signature � Lee_ Print Name Nancy L e Hill Form TS 1 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to rovide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Bruce A.Anderson (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's or company's name.) NAME OF APPLICATION:(Check all that apply.) Tax grievance Building Variance_ X Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (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 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. Name of person employed by the Town of Southold William H.Price,Jr.,Esq. Title or position of that person Justice 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 than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 8a` day of JanuM,2018 Signature&A. Print Name Bruce A.Anderson Form TS 1 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. -8U A-b-WeWnJ 1. Name of Applicant: -nua wA S 430 Alm tea Ufa QY:sufn"& Vtoo1 -l/-r—' 2. Address of Applicant:'4p;K A03.r &4OW(-(MtitpMr,1I N 4 1 i cj3 Z' 3. Name of Land Owner(if other than Applicant).T%,N, ffdt"V5;4 Lew HILL. 4. Address of Land Owner:Z Oxt=aK.d Zokt�,w -tla� �/f iivS,N4 Id60ir 5. Description of Proposed Project:CW LO(AUa A aly X 12.3' 00!5n &,3hCWAr�0 ,0� l )&114'S' 6. Location of Property: (road and Tax map number) 360 plkK /+alts S-oQfi-LoLD ScTL--%*-Jo00 7. Is the parcel within 900 feet of a farm operation? { } Yes >�ONNo 8. Is this parcel actively farmed? { } Yes W 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. 4. 5. 6. (Please use the back of this page if there are additional property owners) - A . V-, / , g , �,'s 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. 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 1 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 1-Project and Sponsor Information Name of Action or Project: Project Location(describe,and attach a location map): 360 006C kuLs, �crCt-roc p�04 Brief Description of Proposed Action: A-W"CArN—r mwosej -M �SrWc " A I Z'X X0.3 woe�Tto�, LE��-u'2E �- Name of Applicant or Sponsor: Telephone: CG 30 53?^s'/(b U SvFT--OW, 1 ulytm/y r`A)i S' �NC • E-Mail: �a.'JS�fPolbc.¢.Ho�✓a�w�.crct�� . � Address: �O `i'a� Zoo3 City/PO: State: Zip Code: �4CIL n l��r-an) /"`1 ! <4 3Z_ 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 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: LwaFm*ao0 Ill W fN c. 94--r-"-47- ✓ 3.a.Total acreage of the site of the proposed action? d,2 6 acres b.Total acreage to be physically disturbed? o.C-� 1 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? D-u acres 4. Check all land uses that occur on,adjoining and near the proposed action. LL ❑Urban 11 Rural(non-agriculture) 13 Industrial 13 Commercial 'Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland 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? ✓ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? V/ 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: yb(kjo%n (R-Wic-,A 7211507ViL4 TO PEcDN VL_15k4 ✓ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? V 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: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ✓ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? 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? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? 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: ❑ 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? ✓ 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? fiINO❑YES b.Will storm water discharges be directed to established conveyance systems(runoff an storm drains)? If Yes,briefly describe: ❑NO EYES 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: ✓ 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: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE lawLe k A-Warwt Tl l M-S. Applicants nsor name: Of�61K. 1 Wi�l�Nrt IU(: Date: 1 -g 1 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 impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the 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)? 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? 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 erects 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# 77 - 02 - 2 The Application has been submitted to (check appropriate response): Town Board ❑ Planning Dept. ® Building Dept/ZBA. ❑ Board of Trustees ❑ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction,planning activity, agency regulation, land transaction) ❑ (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: Nature and extent of action: Applicant proposes to construct a 12' x 40.5' addition, legalize a 25.4' x 12.8' deck and expand deck by 14.8' x 12.3'. Please refer to the attached Survey for all project specifications. Attach additional sheets if necessary Location of action: 360 Oak Avenue; Southold,New York Site acreage: 0.26 acre f Present land use: Residential Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency,the following information shall be provided: (a) Name of applicant: Timothy].And Nancy Lee Hill (b) Mailing address: 23 Oxford Road,White Plains ,NY 10605 (c) Telephone number:Area Code(914)725-2177 (d) Application number, if any: N/A Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes❑ No ® If yes,which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies;Page 2 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable As indicated within Policy 1, "Development that does not reinforce the traditional land use pattern of the Town of Southold would result in a loss of the community and landscape character of Southold.", this project is a proposal to moderately expand an existing Oone story dwelling with deck all located within an almost entirely developed neighborhood The proposal, as desianed will not result in any adverse effects to the surrounding environment in that the project is a moderate expansion to the existing structures that have existed harmoniously hereon for over fifty (50) years without any form of adverse impact to the surroundina community. Accordingly, this project is consistent with this policy. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Policy 2 is not applicable in that subject lot and the surrounding neighborhood cannot be deemed a substantial historic and/or archaeological resources 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 5 through 7 for evaluation criteria ® Yes ❑ No ❑ Not Applicable Subiect proposal will not adversely impact the visual quality of the surrounding area in that the subject parcel was already improved with an existing single-family dwelling which has not impeded visual quality or the value of local scenic resources Therefore the instant proposal fully complies with this Policy. 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 The proposal is for a moderate house and deck addition The dwelling addition and deck will match what currently exists. Therefore,the instant proposal fully complies with this Policy. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III -Policies Pages 16 through 21 for evaluation criteria ® Yes ❑ No ❑ Not Applicable The new construction features full stormwater control whereas the existing structure contains no stormwater control. Conseauently, this project complies with this Policy. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria ® Yes ❑ No ❑ Not Applicable The proposed dwellina addition is separated from wetlands and surface waters by an existing bulkhead with no additional encroachment towards wetlands and all proposed drywells are suitably setback from surface waters and wetlands. Consequently,this project complies with this Policy. 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 This proiect is not applicable to this Policy. 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 This proiect is not applicable to this Policy. Attach additional sheets if necessary PUBLIC COAST POLICIES Policy 9. Provide for public access to,and recreational use of,coastal waters,public lands,and public resources of the Town of Southold. See LWRP Section III—Policies;Pages 38 through 46 for evaluation criteria ❑ Yes ❑ No ® Not Applicable This proiect is not applicable to this Policy. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependence uses in suitable locations. See LWRP Section III—Policies;Pages 47 through 56 for evaluation criteria ❑ Yes ❑ No ® Not Applicable This project is not applicable to this Policy. 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 This proiect is not applicable to this Policy. 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 This proiect is not applicable to this Policy. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable This protect is not applicable to this Policy. Attach additional sheets if necessary I -- - -- - - - - - - --- - -- - - --- - --- -- -- - - HILL Property Situate: 360 Oak Avenue ■ Southold ■ New York SCTM #: 1000 -077-02- 002 (Photograph taken on October 26, 2017) X' `�i ?,^'tS �'� �Aa �t�}rii¢l^�Y '}s:�.�r—...-.,-�.. �•:'�c�,,� ��' &li�i`+ ,�72 `'f ,� `,1 , 1 4 Photograph indicating the existing conditions within subject property, as well as the staked out corners of the proposed additions (arrow). 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Photograph taken from the existing dock assembly along Goose Creek, facing east. y , HILL Property Situate: 360 Oak Avenue ® Southold - New York SC'TM #: 1000 — 077— 02— 002 (Photograph taken on October 26, 2017) WnQ a ! •J[ d i iTr•, )•"�b ��.lV''"°i"'.ir-,:'-r"�"„ ,+ n ,W5�9_�'',{'k%1YR°' '3e...t1;yM�G°_.,.:i. C8 tf•t+°g�r g ..moi�ti�'rt'�,,�L"-t.<<-._� r:� xp��5'i+��. ",.�"� "•b%.Y;4't"f' ,nc.''?.�•7�€ - -y%+s`{• °` '�M1',4 '' �k?6 . - - �• ,'' 'i�"�,raw„ a� ,,�i� \ c A ��..--.;,':ir.�'•^, � - C:7*.�a��y�,,�yMrii='�'�`w�j._��'j �a. Ftp !"y - -tr -!'n -- .. �.•'.i' ..:2;�.:ey'.�S'"'l,�L.,H"^",I•;Y.;>«x.r� .y!....C��..S +.,'�_ r` ,p. ,�.r�^ �+'+:a'+"'» _ '9.•r,+.. ,;,'�,:�'�•h •a;:� �v:'o.ar,' - ro :-..:1�•It mac;:i�c,-a?.'W%=.:n;tx" <+L ».+«:c::rn vv,i%-; M�� ., i +:':.- ,:•� 'I" n i- Cx.�+-,r q.�' v�i(r�.,;,F;t .t.i �"E�,.�,c��p:'`r'��! ,t „lo: .:.r^,'f' ,• � •+• �y�� i+,;ti+S;:.Yi".. 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' ,¢ }"� -' ,i .fir '" •".'°`�'sw.C. il� `` ,.{a�'tt � t 7th` V��*`: +i".,'�R1,t}i6�(,�y ,,. k._r, '•tr�l5d s� �'if', '�I+{ r,�d ' I aCiG-.z_:��,=.,';.;::.:•..� __ u y"t9y � t"'y. �`R'`>\4TyC.'�i}�-}?s`"-,vr"..{,i}•, ,����fi t 'SFS . z Y$_ :�-•;=`t - .r� -' 9Y c A 'ft,g �t�.=.A•a',t �,6` L`'}:' }` .S+ �� A'K ..-.• wG+a:.-�w `i \ f1 _ t fib; ,." �,� :T+ .�g [4' '1�,° �-1�i�,* y." .a.:..";�"'_'='�..�w -,°"Fr'�;� - •.<<'ti - t S'�.��4 7A y�1`,�-' ,ka��` S`"-,^'�'i'•a1 r 4 v �v::Kasr n'T. 1'.'»r;^, 3� 6�•t'y41ifny�,,+� t�_' '1`,.£i,�}X11, ; tt,}.•,j�,1 L t�4 T ,� �"� � ,- Y+-•-�...'q.^ �:Y'.c R �� '1�1 @� SI,��Yh[{,k,I�� nT�� '�Y7 �.t ,-`..w - �•i•"ti x» �;� � �". �,Tti l�1 { j�• -,'°k�:"- irk t'''Y f.1 Photograph indicating the existing conditions within subject property, including the staked out locations of the proposed additions (arrow). Photograph taken from the existing dock assembly, facing southeast. i 111 1 1 11 . S' M 4 . Mai ,. .. ,.I 4 i�'w� � ��i _• Y� is �• � + • ��,fitai - -lor, - Y•,., '" "'cwt • ^y x •xs v • FORM NO. 4 TOWN OF SOUTHOL D BUILDING DEPARTMENT T01AIN CLERK'S OFFICE SOUTHOLD. N. Y. CERTIFICATE OF OCCUPANCY No. . . . Date . . . . . . . . . . . ....Jxme .2,. . . .. . ., 19.66. THIS CERTIFIES that the building located at . P* Avenue. . . . . . . . . .. . . .. . Street Map90A,'g "aus. . . . BIock No. . . . . .. .Lot No.119.8--l%. . ..Southold* .New York conforms substantially to the Application for Building Permit heretofore filed in this Office dated . . . . . . . . October .9• . . • •, 1 3. • pursuant to which Building Permit No. .2214.Z. dated . . . . . . . . was issued, and conforms to all of the require- ments of the •applicable provisions of the law. The occupancy for which this certificate is issued is . . . . . .444 A(M .0. .0?IA 19tr4ly. awolling. . . . . . . . ... .. . . . . . . . . . . . .. . . . . . . . The certificate is issued to . . .Xrank H. . Vondo.. .Owmer... . .. .. . . .. . . .. .. .. .. I. . . •. . . . (owner, lessee or tenant) of the aforesaid building. ,Suffolk County Department of Health Approval . . . . . . . . . . .20000= . . . .. . . . . . . . . . . . . • . . Building Inspector FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Clerk's Office Southold, N. Y. Certificate Of Occupancy No.Z770-6. . . . . . Date . . . . . . . . . . . . . .Jim. .7. . . . . . .. 1977 . THIS CERTIFIES that the building located at . . .Oak. .Drive . . . . . . . . . . . . . . Street Map NoGooso. Bey.20ock No. . . . . . . . . . .Lot No. .j.8&.j.91 - . . .SCMth0J4. • • •N.Y. . . q reaenta for one faailf kwellaLLRMinr Code conforms substantially to the bated . . .before.Apr .23. . ., 19. 57. pursuant to which fl� _t,ccupancy dated . . . . . . . . . . . . J-11". - .7 . ., 197. .7 ., was issued, and conforms to all of the require- ments of the applicable provisions of the law. The occupancy for which this certificate is issued is . PrVrAto.QAe. .Y ly dwel linS . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . The certificate is issued to . . Frank .Fonda . . Omer. of recor$ . . . . . . . . . . . . . . . . . . . . (owner, lessee or tenant) of the aforesaid building. Suffolk County Department of Health Approval pre—existing . • • • • . • • . • . • • • . • • • • . UNDERWRITERS CERTIFICATE No. pre— •e]tLsting . . . . . . . • • • • • . • . . . . . . . . . . . . . • HOUSE NUMBER . . . 360. . . . . . Street . . . .Oak _Drive. . . . .Southold . . . . . . . . . . . . J4 j CA-A Building Inspecto ')Wpm, 11 -,, _ � TOWN OF SOUTHIOLD O OPERTY RECORD CARD � ;. OWNER STREET :3 VILLAGE DISTRICT SUB. LOT FORME OWNER Y. Gr "ec-v Y1 QYI I- I�Y�Qr 1 N E z AGE --2 LS _ k C Vae �;j� h S W TYPE OF BUILDING J t.1 / _RES. SEAS. VL. FARM COMM. I IND. I CB. I MISC. Est. Mkt. Valu LAND IMP. TOTAL DATE REMARKS t - � 4. g'z 7a © el o a" G/ �ia� n J-z / r Gd r - r a o 6 11-7-717 AGE BUILDING CONDITION11 l 'Z70 d � 7-L ✓teC'o NEW NORMAL BELOW ABOVE FRONTAGE O WATER Q Farm Acre Value Per Acre Value FRONTAGE ON ROAD Tillable 1 BULKHEAD Tillable 2 DOCK i Tillable, 3 I Woodland Swampland Brushland House Plot t � - r Tota I a ���a r v q�.�y. �•vb�i� r { r r. Ali OEM �■�� �r u Foundation .-Bath I •� ♦ •• Floors Walls - Interior1 e PorchFire Place H.eat Roof •- Porch Rooms I st Floor Patio Rooms 2'nd Floor ® C, - • Dorm- -7/Z� ecu., 77 -77 - �� 1 77 - a- 3 reekrCreek-T7 - $ ( ••p �, � 1 Ipee I , I � I • ,t,� , , l , ,T 1 1 1 • j `♦ 5 1 1, l l 1 I l l i�3 � � 1 i i ' ♦ `�e'.♦ ;` � �1, lic^� ®� i �� 17.2 a `` ♦ ♦ °!�1^I 17.1 l 1 '.-+,.'/i '`.�♦\ ♦ ♦♦```♦;0 jj♦ lc \ `l91 onco? 16 //• `� ` `�`.'T ``�'+` 3 "��` ` ``�♦♦'♦ in x 15.1 8 19 8 20 Q X16 1- - ,ss-aq 1 ` �a\�` `. ♦``♦ �11�, �' , poll f, �flrl lan Im — lml 21 R 22 4"s. 'm A an m - -�--_ ------ 14 n1s- _-- - v♦`� B.?. __ _ --_— t /t/ A.•_ �� C4l -25 78.1 __ a - ---1 0q(c)i -1 23 `. .L w• -" +>�- / / , 'y`w-I----___ J nes _ a is _ 6, -------1 13.1 -------- ------------- ------I ,b`ffao) ---__—_ ,� IE I /Fi ----27 -- �I- I®1 ISS ------m C3% ems, - -----30- __-----t 12.1 a 25 ,n --� -----i C HICKORY AVE, - ro R 1°I Ilo (33) TEST HOLE DATA MCDONALD GE05CIENCE O'V2'V2°" EL.12.0' __-- r MIXED SANG LOAM, GRAVEL SURVEY OF PROPERTY DROWN SILTY SAND 5M AT SOUTHOLD -- 3' TOWN OF SOUTHOLD PALE BROWN FINE SANG SP Y, N. Y. 7 DROWN SILTY SANG SM SUFFOLK COUNT 11.5' 1000-77-029-02 -- WATER IN DROWN SILTY SAND 5M SCALE: 1 30� WATER IN PALE DROWN FINE SAND SP SEPTEMBER 13, 2017 NOVEMBER 29, 2017 (LOT COVERAGE) 18' NOTE, WATER ENCOUNTERED 11.5' DELOW SURFACE EXISTING LOT GOVERA6E v o °o to co + DECK • 2126 SQ. FT. 2126/11200 • 18.9% PROP05ED LOT COVERAGE EXISTING HOUSE + DECK • 2126 5Q. FT. PROPOSED ADDITION • 666 5Q. FT. O g� 2792 SQ. FT. �O Q ,� 2792/11200 24.9f. r— �� 5�� t p, O V" 00 �o Oma\ 3 OF q\O0\h� ,� 'I `ZO 9A Qo ED oNy� y�FG oN � ,t NO \N <o Py00L v \ `0\ t R * ° \ \,o N � NQ �5 o \° �O(,K.- PM�p \ \ ,s.� rp x \•�. FNovh� \ T \ 30 �O• O O CHAPTER 236 COMPLIANCE DRAINAGE Smml 3TAT&N MANAOY9i1'CONmL PLAN ROOF AREA • 2369 SQFT. a 2IMMEWMER nLTANS 2369 5F X Y X 1 • 396.2 LF PARKING AREA JOSEPH F15CFETTI, PE 34' X 30' • 1020 SQFT. RY5. LIC, NO. 054510 Ip20 SF X 7 X I • 170 LF FI5CW17I MIN}7tIN6. TOTAL • 566.2 CF 1725 HODART RD. 566/4222 • 1346 LF OF 6 DIA. SOUTHOLO, NY. 11971 631-765-2454 PROVIDE (3) DRY WELL5 6' DIA. X 5' DETP WETLAND5 FLAG FLOOD ZONE5 FROM FIRM 36103G0166H 5EPTEMDEK 25, 2009 (�F N,� ELEVATIONS ARE REFERENCED TO NGVD 88 l CDp �� �Wr LOT NUMDEK5 REFER TO "MAP OF GOO5E DAY E5TATE5" FILED IN THE SUFFOLK COUNTY GLERK'5 OFFICE ON NOVEMDER 13, 1934 A5 FILE NO. 1176. I. NO. 49618 ANY ALTERATION OR ADDITION TO TH15 SURVEY 15 A VIOLATION OF SECTION 72090E THE NEW YORK 5TATE Q (� J EDUCATION LAW. EXCEPT A5 PER 5EGTION AREA=11,200 SQ. FT ' •� FAX (631) 765-1797 7209-5UDDIV1510N 2. ALL CERTIFICATIONS HEREON ARE ( P.O. VALID FOR TH15 MAP AND COPIES THEREOF ONLY IF SAID MAP OR GOPIE5 DEAR THE IMPRESSED SEAL OF THE 1230 TRAVELER STREET q ry O�� SURVEYOR WH05E 516NATURE APPEAK5 HEREON. SOUTHOLD, N.Y. 11971 1 / 11 IL O ZC)PJIf,'G POARD 0� AP PALS 0 -777-7 Fq 0 o W ca O -- z p ox FRONT ELEVATION 0 �o M SCALE: 1/4" = 1'-0" O �oo - R IL 0 of oo� 00 �oo - . 00 00 coo - o0 �000 - o�000 - oouoo_ - 0000 o�000- - 000�o � 1 t 1 ��000Hi , 11, FT I HIM III 1 11 111 , III Hill I I lill I I III III 1111111 11 11111TTT CK ml 000hyh -p W z ,� . .. .� • .. : . � � 00000 •� � � � — }- : . LEFT ELEVATION -� z � ? Lo W co Q N SCALE: 1/4" = 1'-0" J X J 6 Zooti co U) 0 D W o.. O tL D O . VJ 0 0 o DRAWN BY: JF o� 9/8/2017 L L . IJ - - - - - - - SCALE: SEE PLAN .. SHEET NO: REAR ELEVATION SCALE: 1/4" = 1'-0" I 1 1 25 I JAV o q zlf�fs GIaJ3i�GlJoAkt) I,IATCH PERIMETER APRON WITH EX.DECK Ca�taG� AL r ----------------------------------- -- -- -- -- -- -- -- -- -- -- -- (3) - -- -- -- -- -- -- -- - - -- -- -- -- -- -- -- -- 'C I (3)2X10 ACQ GIROER ' 1 I � O I oI ' Zo v 6X6 POST ON ' ' EC; ' O ;12"dia.CONC.PIER I ' `O T BELOW GRADE I 4 Q X ; EXISTING SIDE STEPS AND - ; m N ' /OUTDOOR SHOWER TO EX. DEC ' N i ( BE REMOVED m 1 0 0 1 , I 1 r --------------------J------------ ----------------- __--__--___ , a• vo p n , o� vd p a 1 •' O 2X6 ACQ SILL PLATE w/ ; #4 BAR , , Lc c SILL SEAL,TERMITE SHIELD ; @12"OC O I JU I I EX.2X6 F1 X X c I NEW OPENING v w I ' � ' w -- --- ' ----------------------------------- - - - - - - - - - - - - - - ------------- I 8"STEP UP m , O I , A I I o• ' li. U 2 culN •v D 'v ' ZQ I tea° D� N EX. BASEMEN n , ° , W i�- 21-OII , ' Q 1 -- ----_____________ ___________ ----------------- _________________----- ___ _ _ EX. (2)2X6 GIRDER -0 W Q)' Z 1 1 1 1 v ' _ EXISTING FIREPLACE �o ZZ Lo Lo AND CHIMNEY TO SERVICE r' 0) I BE REMOVED ,i W Q N 10 XI I N to QpOco 1 ' W ZZ I .-. v ' O DBL.2X6 DF#2 F1 C�16"OC o , I , U) c� I ' v f LL OI a PORCH #4 BAR @12"OC ' 1 I I O I I I 1 , • I I I Q I I I ' DRAWN BY: IF I I 1 1 k I I 1 0 9/8/2017 I I I I I 1 I I I v ; FOUNDATION FLANSCALE: SEE PLAN • SCALE: 1/4" = 1'-0" SHEET NO: 1 1 I 1 ' Al ----------------------------- j ° ----------------------------------- 8"PC WALL i II 7'h,MATCH EX. } 12'-0" DAMPPROOF ----------- --------- 2 5 --------; --------- I EXPAND DECK --------- I --------- JAIL 0,1�;) 701F I ZONI";BOARD OF APPFFAk S 1 I I � 1 1 I I I I I I I I 1 I 1 I I I I 1 I i _-+` I I I 1 1 I I I I I 1 i I I I EXISTING DECK p4 Z REPAIR/REPLACE DECKING ' AND RAILING AS NECESSARY ^ 1 I 1D'—o" O O I I CWP5050 I5 PAr-Fw501; CWI5 w 50 � (2)2X8 HDR; POST ' I O O ' 1 �I Q M m Lu IIEXISTING BEDROOM Q I J N = I I I I II� WI IIN V X --------1714 • I�I� 25 IIx, IIZ EXISTING KITCHEN ° I I M I I N I� -------- ----- -------- ---- ----- ------- --------------------------------- ' -----------------_______________--_______ _____________________ ___--------- -____-___ -___-__---_____-__-___________--__- ------------- EXISTING -_----------EXISTING DINING 1 I ----------------------- I ' 1 I NEW FIREPLACE I I NEW COLUMN TO MATCH f-4 IEXISTING AT KITCHEN 2 ; (SAME LOCATION) I,I 0 II v III O QL I I� I EXISTING BATH I x w M zr / L - -��N EXISTING LIVING ROOM Q) - .�. o EXISTING FIREPLACE ;I; EXPANDED z _to Z Ln AND CHIMNEY TO O X BE REMOVED ;,; W Co Q N N I I EXISTING BEDROOM REMOVE ,= ZOO co EXISTING WALL 0 m = 2X6 CT Ca?48"OC �I u— O FF-CT:9'-5" O M EXISTING BATH W a' O LL EXISTING PORCH (\ REPAIR AS REQUIRED 0 WHEN TYING INTO O O 2X4 DF#2 STUD WALL � ADDITION MATCH EX.PLT.HT. p T-5" (VO W/D CIA(V ------ ----------- = O co (Z .n ---- DRAWN BY: JF I I 1 I N F 1 1 I I 1 I 1 1 oFLOOR PLAN ---- •------ 9/8/2017 SCALE: 114" = 1'-0" ======================== SCALE: SEE PLAN TOP OF WINDOW HEIGHTS TO MATCH EXISTING(VIF) SHEET NO: (2)2X8 HDR TW30310-2 -_______________________ EXISTING BUNK ROOM 1 1 I I I , 1 -- -- -- -- - ---------------------- �� � I j I 1 1 I I JAN 00 20118 ' ' I I I 1 I , 70'M"t S N)ARG OF APPEALS I , I 1 , 1 , 1 _ ------------------ --- _______--------- ------------ _____-__ I ' ' 1 ✓I I^^ 1 1 ' 2X10 RR P16"OC I I � I 1 I I I O I , 1 1 12 I ISI 1 1 ' i 2X10 RR C�16110C I I 1 I I 1 '-'----------------- ------------ -- xO------- -- -- - 1 I✓I I � � Q s II II II i O I O 1 1 I I I 12 I I I I I I V I 1 I I � � g FRAME OVER I I ' ' NEW ROOF M 11 11 - -- --------------- I I 2 5 - -- -- -- - ------------ -- -- I I ✓, i , v 1 I I 1 1 +1v Q , I ✓I 1 I I I1 13lO - -- -- -- -- _ _ ✓i ILL I I I I I I I I 1 I I I �JO 2 FRAME OVER NEW ROOF I I I t.3 I I 2X10 RR(a 16"OC OAF,' �U-)� ' ' ' ' ' • -- -- --' ' ' j I W < Q O \Y 12 1 I VJ O � M U O t1! W LL 1 I I O 2X10 RR 016"OC I I , 1 ii ' ' li 11 O 12 --- ------------- - 1 ' ' I 1 , I 1 1 ' I I ' II I , I ' DRAWN BY: JF I ' I I 1 I I I 9/8/2017 I I I ' , I I I 1 1 SCALE: SEE PLAN , , 11 ROOF FLAN I ' I ' SCALE: 114" _ V-o" SHEET N O: I � . ----------------------- I I 1 ' - - - -- -- -- -- - - -- -- -- -- -- -- -- r r• , JAN C 2 INSULATION FOR VAULT: ®��►1t Cf�ARU C ��r��3} 3"COLSE CELL= 19.5 8-1/4 R30C = 30 2X6 COLLAR TIE - �6ry0 (TOTAL)R49.5 OR 5/8"ROD @4'OC 04 2)1-3/4X9-1/2 ML zF-1 I o Fes, W 8"dia. l(� COLUMN � W O MATC 1— w KITCHEN aoaoa -- � A 3/4"SUBFLOOR Q a DBL 2X6 FJ 16"OC O 0 SOLID BLOCKING Q UNDER COLUMN L •� xj 0 D� ' 0 70 i D• .1 e e, a e• • • •. • e. a e. e. a e. • e. • e. • • e. a e. • e. SECTION A-A 2 r✓- SCALE: 1/4" = 1'-0" 2" 2" n 2" 2' 0 0 0 o Z2• o 0 0 0 2' 2" 0 0 0 0 .• -�-� W Z o .. Z (oZILo W CD Q N v Z o 0 ti .. Oma O 0 r O 3/4"APA PLYWOOD co SHEATHING in ,cn w 0 1/2"APA RATED SHEATHING ■. . GRADE PLYWOOD (ALTERNATIVNE:7/16"0.5.8.) • • �• � • 1 Ll V" 1/2"APA RATED SHEATHING 3'h RAILING 0 GRADE PLYWOOD • p A` ^� (ALTERNATIVIVE:7/16"O.S.B.) V■ �•�- • • • DBL 2X8 ACQ @16"OC V! Om (3)2X D ACQ 0 GIRDER zx STUDS p. 6X6 ACQ �i 0• ti POST WINDOW SILL TYPICAL WINDOW OPENING •• • • 12"dia. PANEL SPAN EQUAL OR SMALLER - JF THAN 4 FEET •; CONC.PIER p DRAWN BY: C11,11� TYPICAL DOOR 0PENING9/8/2017 PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES 2-2X4 DF#2 STUDS CONNECTED AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL OR GALVINIZED BOLTS W/WASHERS THAN 6 FEET AND NUTS @ 2'-0"O.C. SCALE: SEE PLAN TYPICAL MULTIPLE OPENINGS SECTION" 1 PANEL SPAN GREATER THAN 6 FEET 2 rJ SCALE: 1/4 AND EQUAL OR SMALLER ' THAN 8 FEET '�� SHEET NO:, WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. 1609.1.21 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) 'r= WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO A M COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. �i J 55 JAN 0 9 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 2CNING6()A RU OF Ar✓��N� USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION, FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ^/ \ O z ENRAFTER CRIPPLE STUD WALL STUD rSA RIDGE BOTTOM PLATE [["�� HEADER LEDGER BATHTUB ��� SIDEWALL DOUBLE JOIST O F+i (11 � z JACK STUDS RAFTER FLOOR USP NUMBER DESCRIPTION APPLICATION � '^ ^ 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS V J ANCHOR TO FOUNDATION W/ANCHOR BOLTS CONNECT TO 1 SIDE OF ALFLOORL CORNANDERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED S PPORT H 2ND. ADS5 HOLD DOWN BOTH BOT.PLATE OF 2ND CONNECT THROUGH TOP APPLICATION RAFTER SIZE USP NUMBER11 DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR Q a ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER THE FLOORS TO EACH OTHER W1 THREADED ROD ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL.APPLY TO EACH CRIPPLE STUD 2X10 LS210 118ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE O O WALL STUD BLOCKING 024"OG Q O u THROUGH-ROOF EXHAUST VENTS SELECTED AND ���i///�� METAL STRAP LOCATED BY CONTRACTOR cn O CRICKET AT TOP-SIDE OF RIM BOARD CHIMNEY VENTILATION CHANNEL RAFTER AJAEA UIRED r SILL PLATE(S) V WALL SHEATHING RAFTEAINTAIN FOUNDATION - SIDEWALL FLASHING ENTILATION WOOD JOIST TOP PLATE BLOCKING BLOCKING FINISH WALL AND MOTS WiR 2x4 LEDGER STAFFING TO BE ATTACHED TO WALL STUDS o48"OC BARRIER TO LAP FLASHIN 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL–MAINTAIN GAP ATTIC SHALL BE PROVIDFASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM NET FREE VENTIL - INSTALL4'0"O.C. / ROOFING TO AVOID SOAK[ G WALL STUD NOT LESS THAN 1/150 OF GUTTER WOOD GIRDER 4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS THE SPACE VENTILATED, CONTIN.SCREENED VON ALL OPENINGS PROVIDE HEMMED EDGE SHALL BE COVERED WITHDT GONTIN.SOFFIT/EXT. PLYWOOD INSTALL 4'0"O.C. FLASHING TO FORM CHAN L LOCATION USP NUMBER DESCRIPTION APPLICATION RESISTANT METAL MESH WITH MESH 8'-14" LSTA30 1-1/4"x30'18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN IR OPENINGS OF 1'4 INCH IN DIMENSION, SOFFITED EAVE ONALLOPENINGS / GAP TO PREVENT CAPILL RY [8" -6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO INSTALL 4'0"O.C. ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND 14"-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS -12"RAFTER RT20 21-1/8'x 20ga.TYDOWN ANCHOR CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS ONALLOPENINGS KEEP ROOFING NAILS OUT EACH RAFTER SOFFITED SAVE DETAIL 2ND.FLOOR WALL OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS RAFTER / EXTENDS UNDER SHINGLES AT RIDGE CAP OF SAME I SIDES 4 INCHES AND LAPS MATERIAL AS ROOFING lu NAILED TO SHEATHING , SHINGLES AT BASE MIN.4 INCHES THROUGH VENT WOOD JOIST �- TOP PLATE IL-•. 1ST.FLOOR WALL &TAPPING TO BE ATTACHED TO WALL STUDS g48"OC SIDE W,4LL FL,48HING GIRDER/HEADER AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WOOD JOISTWALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES–PROVIDE HEMMED EDGES SO INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND RAFTER 4'.8- LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION ,1 ONALLOPENINGS APPLICATION LOCATION USP NUMBER DESCRIPTION 1�j PRE-MANUFACTURED KEEP SHEATHING MIN, 1-1/2" LJJ -16 MSTA48 1-1!4x48"16ga.STRAP AND JACK STUDS OVER RIDGE TO AIR PASSAGE INSTALL 4'0"O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH z RAFTER TO PLATE FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR, _ " ON ALL OPENINGS PLATEIWALL SPTH4 STUD PLATE ANCHOR CONNECT OVER CONFORM TO SLOPE IF ABLE,SET FIR JOISTS APROX. 1/2"HIGHER THAN LVL HEADERS r n �•• PLATES TO EACH STUD OF ROOF TO ALLOW FOR SHRINKAGE,4 REDUCE BUMP OUTS ' 7 DBL.SILL PLATE W (D QL N TERMITE SHIELD X J SILL GASKET •' I �—SUBFLOOR � � I � CONC.SLAB �°•� n WOOD JOISTS O O Lo TVP.CONC.FOUNDATION m T Lo D IL POLY OF EXTERIOR 6 MIL.POLY NEOPRENE EAM WITH O 6MIL POLY ON EXTERIOR V GRANULAR FILL ° �• � - y GASKET �"` � 2x6/2x8 CONTINUOUS WOOD PLATE ° ` STEEL COLUMN I i' \q ' - `, BOLTEDDIA, BOLTS BOLTS•EL 48"o c.STAG. l.J... ;^ O D r' q �J J ° \ CONCd. .SLAB • p ` ° \ ROOF JACK ^ O o° V C,^ COMPACT FILL ° )•q // I 1��` ``�. STEEL BEAM U) E L ^ 4"x i/4"x 8"STEEL W v J KEYWAY FOOTING o TOP AND BOTTOM PLATE jc: LL n C•q • � c q ROOFING LAPS , WITH 1/2"x 6"ANCHOR BOLT O CONC.FTG. •q �•q G° FLASHING AT ■/�� i1 REINFORCING BAR ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP �, I ■ (USP LBPS58 OR BP583) 1/2"GROUT 0 DRAIN TILE FOUNDATION 518"DIA. 3"ST IA.ANCHOR BOLT EEL COLUMN A ANCHOR BOLT CONNECTION I I LL SUPPORTING MAXIMUM SPACING FLASHING LAPS � � (10 KIPS) V SILL PLATE TO FOUNDATION ROOFING AT BOTTOM - VI CRAWL SPACE OR FOUNDATION 1 STORY 72"OC TYPICAL CONIC,FOUNDATION,APPLY PILASTERS SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING, MIN,3"STEEL COLUMN ANCHORED TO 24"x24"xl2'CONC,FTG, CRAWL SPACE OR FOUNDATION 2 STORIES 36'OC STEEL / BOTTOM BEARING 0 WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC SLAB-ON-GRADE ROOF JACKS 4 VENTS DETAIL CONC.SLAB 6X6 10/10 WWM i r SUBFLOOR DOORFRAME COMPACT FILL DOORGE— USE 2X8 0—JOIST DRAWN BY. IF P.T.PLATE 4" SLAB FOR BLOCKOUT STEEL BEAM � W/6X6 WMM I SLOPE - - 4"DRIVEWAY 9/8/2017 �/p/�O i - - " ,'•q'. I/2"AIR&PAGE �` � � Q• � e —� NOTCH JOIST AND ADJUST HEIGHT 7 OO 1 AT END AND • I/27 ' ' .. (WITH A NAILING PLATE IF NEEDED) GRADE q -zr =--cr-=--� C-G'q a' ° . •q t(•q " d ° G d SIDES OF WOOD o`q D °e' 0 • TO BE APROX, 1/2"OR HIGHER THAN 6X6 W.W.M. D BEAMS e p s ' ' ' STEEL BEAM TO ALLOW FOR SHRINKAGE 12" 4 r ° _�� a (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) SCALE: SEE PLAN MIN. 2D � °° ,� .q e � •,•• p•�q _ q LI q ^ ' ° NOTCH BEAM FOR MUDSILL IF REQUIRED–MAXIMUM a rSUBFLOOR REINFORCING BAR DRAIN TILE i�� •D + REINFORCING BAR e• NOTCH EQUALS 1/4 DEPTH OF BEAM °D e °,u �� �e 12" SHEET METAL/300 FELT UNDER BEAM AT POINT (?•A 4 °o.° I OF CONTACT WITH CONCRETE OR CONC,BLOCK STEEL BEAM TYPICAL CONC,MONOLITHIC FOUNDATION.REINFORCE WITH(2)•4 REINFORCING ARS ' • 3 THICKEN SLABS BENEATH BEARING WALLS CIN COLUMNS, ° SHIMS TO LEVEL BEAM - SHEET N O■ REINFORCE FOOTING WITH(2)04 REINFORCING BARS. PLATE(BOLTED TO BEA ) 3"MINIMUM BEARING SURFACE FOR WOOD BEAM \,.•, GARAGE DOOR BLOCKOUT �',• BEAM POCKET • k W IEEE �l � � r -7155 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS �4 GIRDER a Z O DECKING DECKING 4•DIA.MAXIMUM E XTERIOR '—, WALL DECK JOIST DECK JOIST O W rJ 12' G SCREVLK, CONTINUOUS FLASHING,EXTENDED Z W THROUGH WASHERSririNaa( OK SCREWS PAST JOIST HANGERS,CAULKED TO (2)I/2"GALV.OR S.S.55 � PREVENT WATER INTRUSION LEDGER FLOOR CARRIAGE BOLTS WITH AND JOIST FLUSH ON TOP JOIST GIRDER BOARD CAULK TO PREVENT WATER SIMPSON CBS WASHERS AND NUTS INTRUSION LEDGER AND ANCHOR DECKING 1/2'DIA.EXPANSION BOLTS, '•" JOIST FLUSH ON TOP "MIN. EPDXY OR ADHESIVE(PER '•>•'e CONCRETE POST /8'MIN. MANUFACTURE INSTRUCTIONS) n w/WASHERS AND N 75 e a PIER MAX. DECK JOISTS P• DECKING DECK/PORCH RAILING 'MIN. P,�,�.e' If �4 "a, DECKING DECKINGJOIST HANGER Of"1"a• DECK JOISTS�0,�'•e 2X ACQ LEDGER BOARD FOUNDATIONWALL "a.aNOTE: •+ °•teDECKJOISTDECKJOIST'eyeBLOCKFOUNDATION �• r 'TON P :�. TO BE FILLED WITH a:�,� 101ST HANGER 7 t POST `nLL q+/" GROUT AT ANCHOR �'�Pa• 2X ACQ LEDGER BOARD V LOCATIONS en SIMPSON DTT2Z HOLD-DOWN ��J GIRDER GIRDER RIM BOARD O LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL (MIN.2X8) DECKING 2'MIN. THROUGH-BOLTS c s MAx DECKJOIST THROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/2'.PILOT HOLES FOR THROUGH-BOLTS 2'MIN. SHALLBE 17/32"TO 9/16'IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT HEAD ND NUT. $IMPSON CC SIMPSON CBS (2)1/2'GALV.OR S.S. 2X BLOCKING AT EACH POST CARRIAGE BOLTS WfTH ATTACHED WITH 10d THREADED EXPANSION AND ADHESIVE ANCHORS ANCHOR ANCHOR WASHERS AND NUTS NAILS TOP AND BOTTOM 12'OC STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD j1N2WS TO A CONCRETE OR SOLID MASONRY WALL AS SHOWN IN LEDGER DETAIL EXPANSION POST COP ERIE POST-TO-DECK CONNECTION AND ADHESIVE NCHOR BOLTS SHALL HAVE A DIAMETER OF 1/2'.MINIMUM SPACING ANDOOO 2'MIN 6-12'MIN.FOR 2%0 NCHORS MUST HAVE11 2X 111TIMENIT LENGTH SHALL 11 WASHERSPERTHE MANUFACTURER'S RECOMENDATIONS.ALL 5•MAX. 7-12'MIN.FOR 2X12O O LAG SCREWS 3/4"MIN. LAG SCREWS SHALL HAVE A DIAMETER OF 1/2'.LAG SCREWS SHALL HAVE PILOT HOLE( 2"MIN. LEDR LAG SCREW,THROUGH BOLT, DRILLED WITH 5/16"DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. 4'MAX. GE OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1.12'UNTHREADED SHANK LENGTH MUST PENETRATE BEYOND RIM BOARD A MINIMUM 12'.LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. CONCRETE LEDGERLOK SCREWS PIER LEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF 5'.LEDGERLOK SCREWS SHALL NOT 4'DIA.MAXIMUM BE USED FOR MASONRY,CONCRETE,BRICK VENEER STUCCO.SIDING,OR RIGID FOAM LEDGER BOARD FASTENER SPACING AND CLEARANCES INSULATION.SCREWS SHALL BE A MINIMUM DISTANCE OF 3-3/4"FROM ENDS AND 1.3/4' FROM TOP AND BOTTOM EDGES. 24"X24"X12"CONC.FTG. HANDRAIL NOTES: Y BELOW GRADE All required handrails shall be of one of the following types (ALT.:BIGFOOT FOOTING) or provided equivalent graspability. z 1).Type I.Handralls with dl o lar cross section shall have an outside diameter of at least 1-1/4 Inches and not greater 36•MIN. than 2 Inches.If the handrail is not chercircularIt shall have a perimeter dimension of at least 4 Inches and d not greater than 6-1/4 Inches with a maximum cross section of FLOOR SHEATHING NAILING AT 12'DIAMETER LAG SCREWS, ATTACH TO I-101ST 12'DIAMETER UG SCREWS, dimension of 2-1/4 Inches. LU 6•MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS WITH A MINIMUM THROUGH-BOLTS WITH WASHERS JOISTS WITH HOLD DOWN OR 5'LEDGERLOK SCREWS SIMPSON DTT22 HOLD-DOWN OF(19)ed NAILS OR 5"LEDGERLOK SCREWS SIMPSON OTT2Z HOLD-DOWN 2).Type 11.Handrails with a perimeter greater than 6-1/4 Inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a distance of 3/4 Inch measured vertically from the tallest STAIR RAILING SOLID SAWN DECK t t 1101575 DECK s s portion of the profle and achieve a depth of at least 5/16 FLOOR JOISTS JOIST r r 101St r s inch within 7/8 Inch below Me widest portion of the r s r s profile.The required depth shall continue for at least 3/8 1-12'SPACE THREADED ROD MAY BE THREADED ROD MAYBE Inch to a level that Is not less than 1-3/4 Inches below the MINIMUM SLOPED UP TO 1:12 MINIMUM 2X6X36' SLOPED UP TO 1:12 tallest portion of the profile.The minimum width of the LAWAY FROM THE HOUSE ATTATCHED TO JOIST LAWAY FROM THE HOUSE handrail above the recess shall be 1-1/4 Indies to a GIRDER WEB WITH 06)10d NAILS GIRDER maximum of 2.3/4 Inches.Edger shall have a minimum HANDRAILS JOIST HNGER AND CLINCH !01ST HANGER radius of 0.01 Inches. W Q) Z BALUSTERS Z z ,^ 10d THREADED NAIL OR#10 WOOD SCREWS. Y, EQUAL OR GREATER THAN 3"LONG, �' /l1 LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) STAGGERED OPEN BALUSTER ATTACHED TO WALL ' ` W Q N HANDRAIL CONNECTION v 1 ' ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH Q O O r 0 IF BEAM IS CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR OF THE STAIRS.HANDGRIP PORTION OF ALL HANDRAILS M �A1J 6 FT.MIN.EXTENT OF BLOCKING ATTATCHED OUTSIDE MEMBER TO THE SPLICE END;SPLICES SHALL BE LOCATED ONLY OVER SHALL NOT BE LESS THAN 1-1/4'NOR MORE THAN 2'IN Z INSIDE MEMBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL O �1 ATTACH BLOCKING TO DECK WITH W IAME7ERIAGSCREWS, BEAM ASSEMBLY DETAIL PROVIDE AN EQUIVALENT GRIPPING SURFACE _ 10d NAILS AT 4 O.C.STAGGERED THROUGH-BOLTS WITH WASHERS O M OR 5'LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN ' ) O (0 DECK r r STAIR TREAD vW, U� `"J • JOIST LL RIM BOARD THREADED ROD MAY BE O 11 SLOPED UP TO 1:12 STRINGER MINIMUM 11. THICK FLOOR JOISTS AWAY FROM THE HOUSE A` BLOCKING.BLOCKS MUST (SOLID OR WOOD•) GIRDER ■,/•V/■ FILL BAY AND fR SNUGLY JOIST HANGER 101ST' c.A] vI GIRDERAHEADER STRINGER TO DECK/PORCH CONNECTION 0 LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) SPLICED JOISTS OVER HEADER/GIRDER CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST GROUND WIND SEISMIC FROST WINTER I ICE SHIELD NAILING SCHEDULE DRAWN BY: JF FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS JOINT DESCRIPTION QTYSPACING NOTE( STRINGER 1015770: PER TOE 016" 4,Ed COMMON /1/^/^O.a �-B MODERATE SLIGHT TO SILL•TOP PLATE OR GIRDER JOIST NAIL �.JI Vx L 11 / 20 PSF 130 6 SEVERE 3 FT. 11 NONE BOLTS TO HEAVY MODERATE BRIDGING 2.gd COMMONEACH TOE BOLTSa BLOCKTOJING END NAIL BLOCKING EACH TOE P844 POST ,4 TO JOIST 2-Bd COMMO END NAIL WOOD JOIST ANCHOR Idle. # PIER BORTO PLAT EACH TOE �'� SCALE: SEE PLAN 1). ALL FRAMING,CONSTRUCTION,COMPLIANCE TO BE PER 2015 IRC,2016 NY$UNIFORM SUPPLEMENT 3-16d coMMo SILL OR TOP PLATE BLOCK NAIL t LEDGER STRIP EACH FACE GIRDER/HEADER 2). ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. TO BEAM 3-l6d COMMO JOIST NAIL WOOD JOIST � JOIST ON LEDGER PER TOE •�"' n 3). ALL FASTENERS,HANGERS,AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. TO BEAM 3•Bd COMMON JOIST NAIL 8'die. •, 'o DECK PIER BAND101ST PER END 't CONC. •a'V PER PUN 3-16d COMMO 3'-0" " 4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. TO JOIST Jon NAIL " PIER '• FUUSH JOISTS WITH HEADER/GIRDER "4- <- BAND JOIST TO: 2-16d COMMO PER TOE NAIL S SHEET N O■ 5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. suL oR TOP PLATE FOOT ALLJOII75 CONNECTED TO A FLUSH HEADERTO BE SUPPORTED WITH 4• "•d THE PROPER STEEL CONNECTOR. ;iq '"••Q 6). FLASH ALONG HOUSE WALL,OVER LEDGER WITH MIN.10"FLASHING. IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. '•s'1 <` 1 ) rJ .) F��'i Eptl�f JAN 0 0 PC,IF 0NTNG ,OARb GF APV17AL,� GENERAL NOTES NAILING SCHEDULE PLAN CONTENTS: WIND FRAMING NOTES � 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION QTY. SPACING NOTES in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)BUILDING HEIGHT (SEE PLANS) ` �' CONSTRUCTION NOTES: TOE-NAIL '11 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACHFq intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL W for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST O r State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES Z OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 r - 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: DECKS 40 �I � meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the Floor assembly with uplift connectors in BLOCKING A 2-8d COMMON (EACH TOE ATTICS w/5-FORAGE 20 Q accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD2-16d COMMON EACH END (LIVE LOADS PSF) ROOMS(OTHER THAN SLEEPING) 40 O (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER I END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 Q O 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 x responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under Q r NAIL NAIL construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING NOTES GAURDRAILS ANY DIRECTION 200 �V precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMON PER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION M anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 O 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS 4-16d COMMON EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE CI� 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 Inch wood structural panel on the exterior STUD 2-16d COMMONO.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Sym': SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE SMOKE&CO2 DETECTORS 09 CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. such as bookcases,shelving,pantry,closets,trims,etc, edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIOR FLOOR FRAMING: LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL NOTES 2).All footings to rest on undisturbed(virgin)soil. interior shearwalis are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 F7. 11 YES 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated Interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be Installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD � 5).Unless otherwise noted,all slabs on rade to be 2500P.O..Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON 6"O.C. SEE NOTES:1,3 8 P• TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 BOTH FIELDS o Where a ride is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O.0 8d COMMON 12"O.C. ( ) to be minimums Oay inch thick.All fill to be compacted to 95/o relative density with g 3-16d COMMON @ C° NOTE:2 FOR PANEL FIELD 6"maximum lifts payers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE (BLOCK NAIL along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces provided with a minimum x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft..oof area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM I JOIST I NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMOI• JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. SILL OR TOP PLATE FOOT SEE NOTE:1 Ll.. Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. -0 W FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QT-'• SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For Q) Z below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. �- 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: z CO z Douglas Fir. 4).Deck joists to have blocking at B'0 o.c.. r Lo CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE W 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. SHEATHING LOCATION NOTES NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Q N otherwise. JOINT DESCRIPTION Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) J X J 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. O O � where needed. GYPSUM " O.C.EDGE NOTE:2 FOR PANEL FIELD V J 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. Sd COOLERS 7 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all6).Concrete piers shall be a minimum 6"above grade. WALLBOARD I 1 10"O.0.FIELD I INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 Zm .J...�-t-� � openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING" NOTES O I_ �1 openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)•All joists to be supported with hangers and anchors.Each Joist shall also be anchored r openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1.For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall v) 8d COMMON ) g g 9 5).All flush beams headers to be installed with heavy duty galvanized hangers and � 1 PANELS WFCM-SBC W anchors where applicable to all connecting joists. PLUMBING NOTES be used. LL 7/16"OSB 3"O.C.EDGE 6d COMMON O 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. O.C. L L. F5dOOLERS O.0.FIELD LLQ WALLBOARD 10" 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted(typical). FLOOR SHEATHING: _A 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. v, JOINT DESCRIPTION 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 0 where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS O.C.EDGE3)•INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 8clCOMMO1"OR LESS J,6" 2"O.C.FIELD Section R602.8-FIREBLOCKING REQUIRED 9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to a!!applicable codes and safety NOTES: and to form an effective fire barrier between stories,and between a top story and the roof space. requirements. Fireblockin shall be provided in wood-frame construction in the following locations. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF g P g needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. /� "� equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor DRAWN BY: J F 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain highter using parallel rows of studs or staggered studs. 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural 9/ 8/2017 � p/�O i 1 adhered with PL400 adhesive and screwed to floor joists.Finished floor to be Installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 7 CC77 over subfloor as per manufacture's instructions. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top anti bottom of the run.Enclosed spaces ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. SCALE: SEE PLAN to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tot-16d nail per foot. 3).All electrical work to comply with 2014 NEC. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 SOIL COMPACTION: flame and products of combustion. torch down type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. SHEET N O. 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. �', t, be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE: DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY } z •: TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. L ° •t, 1 �:ry t :i;