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HomeMy WebLinkAbout1000-75.-6-3.2 OFFICE LOCATION: ��0� S0(/lyD MAILING ADDRESS: Town Hall Annex �� l0 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) G Q Telephone: 631 765-1938 Southold,NY 11971 % 10 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weisman, Chair Members of the Zoning Board of Appeals From: Mark Terry, Principal Planner LWRP Coordinator Date March 8,-2016 Re: Coastal Consistency Review for ZBA File Ref JOSEPH and CATHERINE MANNO #6938 SCTM# 1000-75-6-3.2 JOSEPH and CATHERINE MANNO#69380 - Request for Variances from Article III Section 280-15F and the Building Inspector's February 12, 2016 Notice of Disapproval based on an application for building permit for accessory garage and accessory in-ground swimming pool, at; 1) proposed accessories in'location other than the code required rear yard or front yard on waterfront property, 2) accessory garage at more than the maximum code allowable height of 22 feet, located at: 325 Wells Road (adj. to Richmond Creek) Peconic, NY. SCTM# 1000-75-6-3.2 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, the proposed action is recommended as CONSISTENT with the LWRP provided that the Board clarifies the following: 1. It is recommended that the Board verify if the pool dewatering drywell is designed with sufficient volume. 2. The clearing limits are shown going through the northwest planted cluster. These areas are to be planted pursuant to Clause 12 of the covenant and restriction. The area cannot be included within the clearing limits. 3. Note that groundwater was encountered at 5.4' (2006) below the surface and site grading is proposed to meet separation distances for the sanitary system and drywells (storm water units). It is unclear if the bottom of the pool will be "sitting" in groundwater. 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: Stephen Kiely, Assistant Town Attorney Office Location:, ��F $Q(��y Mailing Address: Town Annex/First Floor,Capital One Bank 53095 Main Road 54375 Main Road,(at Youngs Avenue) P.O. Box 1179 Southold,NY 11971 Q Southold,NY 11971-0959 lyooum, INN ��'� http://southoldtown.northiork.net p BOARD OF APPEALS FFn {JT" TOWN OF SOUTHOLD FEB 1 2016 Tel. (631) 765-1809 Fax(631)765-9064 Southoltl .Wr February 17, 2016 Planning Board Mark Terry, Principal Planner LWRP Coordinator Planning Board Office Town of Southold Town Hall Annex Southold,NY 11971 Re: ZBA File Ref. No. # 6938 MANNO, Joseph and Catherine Dear Mark: We have received an application for construction of a new single family dwelling, accessory swimming pool and accessory garage. 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 \ Chairp'er n By: lV. 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SEE SEC,NO 088 -�L UNLESS DPANN OTHERWISE,ALLYIWPEAIlES' NOTICE y R� COUNTY OF SUFFOLK ��"ly,� — — anE VaiHIN THE Fcuwa"c o�smlcrs _- - — 2 F pclpUn° —P-- °°°0'�'�U°O —R— salo0t 5 SEWER WIND MAINTENANCE ALTERATION,SALE OR Real Property Tax Service Ag v:M_ o.mlpalnq;Lme;;�_:'--,fLST�"�-+^ iv-F]RE.' 28 -1 HCD.RaN.,T, DISTRIBUTION OFANYPORTION OF THE - `ate _ J ._county"Center Rivcmeaa,Nr 11901 n399 u.-T = •- _.WRIER - - -c.cc'vr-rniiuTY TnY unPISPROtlIRITED'- _ ,�(�--- a n�.ci.cccr. _. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: February 12, 2016 TO: Joseph & Catherine Manno PO Box 905 Southold,NY 11971 Please take notice that your application dated February 4, 2016: For permit to construct a single-family dwelling accessory swimming pool and accessory garage Location of property: 325 Wells Road, Peconic,NY County Tax Map No. 1000—Section 75 Block 6 Lot 3.2 Is returned herewith and disapproved on the following grounds: The proposed accessory structures on this conforming 106,245 square foot lot(80,010 sq.ft. upland area) in the Residential R-80 District are not permitted pursuant to Article III, Section 280-15, which states, "In the Agricultural-Conservation District and Low-Density Residential R-80, R-120, R-200 and R- 400 Districts accessory buildings and structures or other accessory uses shall be located in the required rear yard," or"in case on a waterfront parcel accessory buildings and structures may be located in the front yard provided that such buildings and structures meet the front yard principal setback requirements..." The proposed accessory swimming pool and accessory garage are located in the side yard. In addition accessory buildings with a sloping roof on lots over 80,000 sq. ft. shall not exceed 22 feet in height. The building plans show the proposed accessory garage height at 23"/4". Authori S' ature 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. Fee:$ Filed By: Assignment No. APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS JJ) ( AREA VARIANCE j )House No. Street I t�S (�• Hamlet SCTM 1000 Section _7:5�_Block_o(C_Lot(s) Lot Size C Zone JZ I(WE) APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED BASED O SURVEY/SITETO DATED Owner(s): ( I I , (1�C ) Mailing Address: Iv. (,_ 11��A X �b-5- Telephone: ��j-:(Q%Fax: Email: &j a-1 JQ_ C)" 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: n� Name of Representative: ( oonfor(�er( )Other: Address: t KA Qc�l Telep one: —)(p j-,<_(oqi (o Fax: Email: S o _ P M�coO Pleas eck to specify who you wish correspondence to be mailed to,from the above names: WApplicant/Owner(s), ( )Authorized Representative, ( ) Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED — 0.—^ ) (_o and DENIED AN APPLICATION DATED -- a,—/ FOR: (Q4uilding 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: MTL Section: A-wo Subsection: I Type of App 1. An Appeal is made for: (kA dVariance 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, (q'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) Name of Owner: ZBA File# s. )j Name of Owner. a��1 11 7.Q(r I I--t' `t C)Z � Oa-MC ZBA File# REASONS FOR APPEAL (Please be specific, additional sheets may be used with preparer's I signature notarized): W Q Y1� J0 L(SQ C)u(- &,a C jt� `CCY C�CP�Irt z� 4-Qc"o I 10-QCC-tr-Q Uje- (\.e j it, :A&`-( 1;n Kt Id-I n &L4) l t,(2 rx� .t t,)-e-4- I Q�s , 1.An undesirable change will not be produced m the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: Wo— �Q O l aEqp- C AAL- ,e ro- (Dk USe c b I-e Ilk C�cor� o"-\ mac!-� s l`� p� P�cp�s.�c� 0-p-...0 s I ngcej b i-e l l(a.3• w o- oc V Yeo-vs- a(�y "-ea6 I e 60. -Ic L�o-L. 8�,t e ku u 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: W Q AS-0 Ck 0W 1 a1LZV CU'( Wilk �Q �OC"120 c n - S l y;J D gnck (A 3V%LL" f bei�- c4 t(( G�s U 1� IT-xgA-Dck %� W Q, ata �T�_�"�Q r1o+ hone and 6rcey� o e+rdP Ay fic, ed b cL k Clt b u-�,P-$I Q v►ck, 3.The amount of relief requested is not substantial because: US ��ln c�a,� 1n t s Ua t�r-pec a? LA-)-e- W L l I `•,b+ 6Z &-61e �D k,:F-�e f� 0i CC, C,-Q C7 r Pt.�-�- t r�, G�.2 ( ,� � p6� I cu�c�c v�\Q re -e.l CV- 6n pr6 p-en Hyl. 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: WQ afe S�IaL��ncs W 4h in oar •C W e We r Ct n 6 R�- I-ICS�ur b OC' e�(Qqp_" 4L2_ Aon ar kC— Vj-, 4.e I CA . 5.Has the alleged difficulty been self created? { } Yes,or { No Why: Pr ope,-�" bac, C �)o-cA(1avid a sb � Oce- '`q\Y'- W itJA1l-. S� Are there any Covenants or Restrictions concerning this land? { } 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. Signature of Applicant or Authorized Agent (Agent must submit written Authorization from Owner) Sworn to before me this w'day of FebruaAtJ_ _,20 ✓I Notary P06 TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,210d APPLICANT'S PROJECT DESCRIPTION - lt, APPLICANT: Q DATE PREPARED: -4-1 [p 1. For Demolition of Existing Building Areas Please describe areas being removed: dnorfn 4= 10+\ II New onstruction Areas (New Dwelling or New Add itions/Extensions): Dimensions of first floor extension: o Dimensions of new second floor: Dimensions of floor above second level: Height(from finished ground to top of ridge): l`` Is basement or lowest floor area being constructed?If s,please provide height(above ground) asured from natural existing grade to first floor: - M.Proposed Construction Description (Alterations or Structural Changes) (Attach extra sheet if necessary). Please describe building areas: `(' Number of Floors and General Characteristics BEFORE Alterations:51(1�,,�1 i U ( 1�,'0 'f S 5�20(1 �(� S —DbF tS. Fb6i Number of Floors and hanges WITHAlterations: n" IV. Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: Proposed increase of building coverage: gn Ro S Square footage of your lot: 43 qs Percentage of coverage of your lot by building area: ° V.Purpose of New Construction,<:�%n,,,a�Ifnildi-I kut" WL16Uf�ttA�ch 0.,17 cnu o,n�-S �g��(�S__r_ ,� ' .rtsi�r-c t �o�r V.sz.r� o►cctc�o� p i n��u,.�2 Poch . 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): N CL-� acan�- l -O o 3 abo' 0C i Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for 7'F new construction,and photos of building area to be altered with yard view. 4/2012 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION A. Is the subject premises sted on the real estate market for sale? Yes No B. Are t e any proposals to change or alter land contours? No Yes please explain on attached sheet. C. l.)Are there areas that contain sand or wetland grasses? CI PS 2.)Are those areas shown on the survey submitted with this application? 3.)Is the property bulk headed between the wetlands area and the uplandbuil area? j'} 4.)If your property contains wetlands or pond areas,have you contacted the Office of the Town trustees for its determination of jurisdiction?( 11J Please confirm status of your inquiry or application with the Trustees: and if issued,please attach copies of permit with conditions and proved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? ((') E. Are there any patios, concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting? nQ Please show area of the structures on a diagram if any exist or state none on the above line. F. Do you have any construction taking place at this time concerning your premises? ()D If yes, please submit a copy of your building permit and survey as approved by the Building 'Department and please describe: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking,please apply to the Building Department to either obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel?�v_ If yes,please label the proximity of your lands on your survey. I. Please list present use or operations conducted at this parcel S WCQ n+ no N_ and the proposed use __but `d— cA n �, ) o�a)c3q r ,� (wok Q . (ex.existing single family,proposed-same with garage,pool or other) �cbQr in I� I n5cs Pam L bLJel I(AS h rn-�- c'U l 3 C3, A(?_X)k& , 6C44\ZQ u_)iAA(\ GC(-oL b 3 x 2k, seP-t-,< S9&4 ►� a� S P 1 1(pX2� (Iram_I k'ct JP wc--CA Authorized signature and 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 G eral Munici al Law. 1. Name of Applicant: O. r- 6,(1lb 2. Address of Applicant: 3. Name of Land Owner(if other than Ap licant): 4. Address of Land Owner: Q, 04- C25- SCx- • hn 1 d—IN 5. Description of Proposed .Project: bW4l- mA1� ,L G ( �,rZ P-wctr 6. Location of Properly: (road a d Taxp number) l POW cc .(1 • "')S O(v 3.2 7. Is the parcel within 500 feet of a farm operation? 1-es { } No 8. Is this parcel actively farmed? { } Yes 'o 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. \ four k,n X loot 5. 6. (Please use the back of this page if there are additional property owners) C� 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 statanent. i 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 l -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 -.'Project and Sponsor Infrmation C1hp C130fik Oanao ( Name of Action or Project: Project Location(describe,and attach a location map): Brief Description of Proposed Action: f \,Q\tlGJ Q A-PU-) 1nt�c _6LLtL hL"W> P-�2ViS1�YIS �P�� Jmqq,132�2lp �� c s�(s�e�--1 m cua (le 4 � .. 0 Name , W]!Loof'Applicant or Sponso Telephone: I _ i� C\e E-M A O Address `7 V, 0 a � Q®� City/PO: State: Zip Code: n � w7 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: V1__r 3.a.Total acreage of the site of the proposed action? acres b.Total acreage to be physically disturbed? Q acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor?' _ acres 4. Check all land uses th3Kccur on,adjoining and near the proposed action. ❑Urban ural(non-agriculture) ❑Industrial ❑Commercial "esidential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other.(specify): ❑Parkland Pagel of 4 5. Is the proposed action, NO YES /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? 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: kaQ_Mr'l C_ a" LS 2��� 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? 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 S 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 occuo ,or are likely to be found on the project site. Check all that apply: ❑ S reline ❑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? O❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and st -drains)? If Yes,briefly describe: ❑NO&YES 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: R I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: % �( (� Date: Signature: —n-L 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 `;. ._•'.r impact impact may may „t: 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? l/ 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 APPLICANTPW4ER 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. „ tt YOUR NAME: 1` (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.) TYPE OF APPLICATION: (Check all that apply) / Tax grievance Building Permit 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 51/6 of the shares. YES NO If No,sign and date below.If 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) 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 ,20 Signature Print Name 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# The Application has been submitte_dd to(checkappropriate response): Town Board Ing epi. CEJ'"Building Dept. L"� Board of Trustees M-< 1. Category of Town of Southold agency action(check appropriate'response): (a) Action undertaken directly by Town agency(e.g. capital 0 construction,,planning activity,agency regulation, land transaction) (b) . Financial assistance(e.g.grant, loan,subsidy) (c) Permit,approval, license, certification: Natur and extent of action: C)Ok ecO�JRSCAW,,(6 R 00-W SMAGA -Q�A�Il co 04A Location of action: 2 Site acreage: Present land use: 10kia(, Present zoning classification: e — $O 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: d� R 0n VL U (b) Mailing address: j d q Vs– c� ��er, I 1 —7 (c)' Telephone number:Area Code( (d) Application number, if any: Will the actio�-71f direy undertaken, require funding, or approval by a state or federal agency? Yes ❑ No 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 LV R"Section III–Policies; Page 2 for evaluation criteria. ❑Yes ❑ No DI CotApplicable- please explain) Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III–Policie Pages 3 through 6 for evaluation criteria ❑ 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 No (Not Applicable—please explain) 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—PoliciesPages hrough 16 for evaluation criteria Yes No (Not Applicable—please explain) 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 for evaluation criteria Yes No (Not for —please explain) 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 E No D (Not Applicable—please explain) 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. See Section'III—Policies Pages; 34 through 38 for evaluation criteria. Yes [d No (Not Applicable—please explain) Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous L substances and wastes. See WRP Section III—Policies; Pages 34 through 38 for evaluation criteria. 0 Yes 0 No (Not Applicable—please explain) 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. Ed YeLl No K (Not Applicable—please explain) Attach additional sheets if necessary WORKING COAST POLICIES r - Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No (Not Applicable—please explain) 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 P Not Applicable—please explain Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 forevaluati criteria. ❑ Yes ❑ No Not Applicable—please explain Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pa 65 through 68 for evaluation criteria. ❑ Yes ElNo Not Applicable—please explain F11 Number of pages z[-0' r8 Nov pa 03 02:2.6:0. r' Judith A. Pascale CLERK. i:F This document will be public UFF=,Lt COUNTY record.Please remove all L D00012570 Social Security Numbers P 644 prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Fling Stamps 3 FEES - Page/Filing Fee .7Mortgage Amt. 1.Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total Notation SpeclAssit. or EA-5217(County) Sub Total Spec/Add. EA-5217(State) , TOT.MTG.TAX �j% Dual Town Dual County R P:T.S.A �, Held forAppointment Comm.of Ed. 5. 00 Transfer Taz Affidavit _ • . Mansion Tax Certified Copy The property covered by this mortgage is ( or will be improved by a one or two NYS Surcharge I5. UO familydwellingonly. Sub Total Yi YES or NO ' Other (� Grand Total ! ��' -60,) If NO,see appropriate tax clause on page# of this instrument 1000 07500 0600 003000 $ Community Preservation Fund 4 Dist. p T, Real Propel R CWH,A Consideration Amount$ Tax Service o3-NOV-o Agency CPF Tax Due 5 Verificatioi. Improved' , 6 'Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: Vacant Land TD PATRICIA C.MOORE ESQ. 51020 MAIN ROAD TD SOUTHOLD NY' 11971 ' TD Mail to:Judith A.Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffo[kcoun"y,.gov/clerk Title a 8 Suffolk County Recording & 'Endorsement Page This page forms part of the attached DECLARATION AND COVENANT SOUTHOLD TOWN made ,by: (SPECIFYTYPEOFINSTRUMENT) 1gN1Uf�t►G CAr[p JOHN G.SCOTT,[11 The premises herein is situated in SUFFOLK COUNTY,NEW YORK TO In theTOWN of SOUTHOLD TOWN'OF SOUTHOLD In the VILLAGE or HAMLET of PECONIC BOXES 6 THRU 8 MUST BE TYPED OR PRINTED,IN BLACK INK ONLY PRIORTO•RECORDING OR FILING. over DECLAIRATiON AND COVENANT SOUTHOLD TOWN PLANNING BOARD y THIS DECLARATION made th Jday of, 2008 by John G. Scott, III g residin at 1275 Lands End Road, Ornt NY 11957, hereinafter referred to as the Declarant, states as follows: WHEREAS, ' Declarant, is the owner of certain real property situate at Peconic, in the Town of Southold, Suffolk County, New York, more particularly bounded and described as set forth in Schedule "A" annexed hereto as provided by the Declarant; and WHEREAS, for and in consideration of the granting of subdivision application entitled, "Standard Subdivision of John Scott" prepared by Young and Young, Licensed Land Surveyors, and as a' condition of granting said approval, the Town of Southold Planning Board has required that the within Declaration be recorded in the Suffolk County Clerk's Office; and WHEREAS, Declarant has considered the foregoing and determined that - same will be in the best interest of the Declarant and subsequent owners of said parcel; NOW, THEREFORE, THIS DECLARANT WITNESSETH: That Declarant, for the purpose of carrying out the intentions above expressed does hereby make known, admit, publish, covenant and" agree that the said premises herein described shall hereafter be subject to the following covenants which shall, run with the land and shall be binding upon all purchasers and holders of said premises, their heirs, executors, legal representatives, distributees, successors and, assigns, to wit: (1) Pursuant to Chapter 236 Stormwater, Grading and Drainage Control Law of the Southold Town Code all storm water runoff resulting from the development of any or all of the lots on the subdivision map shall be retained on site and shall be the responsibility of each property owner; (2) Prior to any construction. activity on any of the lots on the approved subdivision map, the project will require a General Permit forthe storm 'water runoff from construction activity (GP- 02-01) administered by the New York State Department of Environmental Conservation under a Phase II State Pollution Discharge Elimination System; i (3) No Storm water runoff resulting from the development and improvement of the lots shown on the approved map shall be discharged intothe wetlands or Richmond Creek in any manner; (4) Prior to issuance of a Certificate of occupancy Declarant shall install gutters, leaders and subsurface dry wells to retain surface runoff; (5) Declarant shall use native plants and disease-resistant and drought tolerant plants and landscaping. (6) Declarant 'shall not apply and use synthetic pesticides and fertilizers capable of entering surface and potable water supply. (7) , Declarant shall use pervious driveways to serve each lot. (8) The Declarant covenants that a 50 foot Non Disturbance/non-fertilization Vegetation buffer area is depicted on Lots 1, 2 and 3 . 1 It is hereby understood that the 50 foot Non Disturbance/non-fertilization Vegetation buffer area is intended to preserve the -existing trees and natural growth. Vegetation within this area shall remain in its natural state in perpetuity. Permitted activities within the buffer are limited' to the removal of dead, diseased trees that are hazardous to life or property. Notwithstanding the above, the Non Disturbance/non-fertilization Vegetation buffer area may be supplemented with additional native vegetation subject to review and approval of the Southold Town Planning Board and Southold Town Trustees pursuant to Town Code 275-3 . (9) There shall be no disturbance of any kind (i.e. mowing, clearing, grading) within the 50 foot Non Disturbance/non- fertilization Vegetation buffer area, except as provided herein. This includes, but is not limited to, the prohibition of structures or clearing of any kind, except to establish a 4 foot wide unimproved, natural access path located within the 1.0 foot pedestrian access easement on Lot 3 . Pursuant to Chapter 275 Wetlands and Shorelines; the access path must be reviewed by the Southold Town Trustees and other jurisdictional agencies. No grading or changes to the natural contours of the land shall be permitted within this area. (10) Landward of the 50 foot buffer, shown on the filed map, the Declarant is permitted to undertake seasonal mowing (farm cut) to control seasonal growth of such noxious plants as briers and poison ivy. As stated in Clause 9 above, this 50 foot buffer -is to remain in an "undisturbed buffer" , therefore mowing, clearing or grading is not a permitted activity. (11) The Declarant covenants to retain all marked existing trees on-site to comply with Section 161-44 . Street trees of the Southold Town Code, as indicated by the attached aerial, dated October 29, 2008 and agreed upon by the Declarant and the Southold Town Planning Board. The attached aerial, dated October 29, 2008 (Schedule B) indicates the location of both individual trees and clusters of trees both on the property and along the perimeter of the property on State Route 25 and Wells Road. The trees consist of the following species: Birch, Cherry, Norway Maple, Red Cedar and Red Maple. Clearing of the trees or any action made to cause the death of the mapped trees is prohibited. , The Declarant further covenants that once the existing trees naturally expire, they shall be replaced with the same or similar species to comply with the Southold Town Code Section 161.44. (12)' Prior to issuance of a certificate of occupancy, the respective owners of lot 2 and 3 shall plant their respective portion of a "Planted Cluster" , as shown on the filed map,' which is intended to mitigate the visual impacts of the new home along' Wells Road_ There shall be a 60 foot wide -landscaped buffer planted with native vegetation located on lot 1 adjacent to New York State, route 25. The buffer shall run north to south along the western property line of Lot 1 for a distance of 150 feet in length. (13)' Declarant grants the continuing right in perpetuity to ,the Tbwn ;of Southold, any of its designated representatives or any owner of property within the subdivision ,to enforce the conditions and restrictions of the covenants and to take any legal action it deems necessary to enforce the conditions and restrictions of the ' covenants. These rights of inspection and enforcement shall be binding upon declarant, their heirs, executors; legal representatives, distributees, successors, assigns and transferees. (14) Pursuant to chapter 240-49 of the Southold Town Code, clearing of each lot shall be .restricted to 350 of the total land area. (15) There shall be no further subdivision of- any lots in perpetuity. , (16)There shall be no changes to the lot lines without Planning Board approval. (17)Future residents, of the lots are advised that the lots are subject to the noise, dust and odors normally associated with agricultural activities, pursuant to Article XXII, Farmland Bill of Rights of the Southold Town Code. (18) These covenants and restrictions shall run with the land -and shall be- bindirig upon the Declarant, his successors and assigns, and upon all persons or entities claiming under them, and may be terminated, revoked or amended by the owner of the property only with the written 'consent of the Town of, Southold granted by a, majority plus one vote of the Planning board, after a public ,hearing. (18) If any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall, Py a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid or•held to be unconstitutional, the same shall not affect the validity of these covenants as a whole or any other part or provision hereof other than the part so adjudged to be illegal, unlawful, invalid, or unconstitutional. (19) The aforementioned restrictive covenants are intended for the benefit of and shall be enforceable by the Town of Southold, State of New York, by injunctive relief or by any other remedy in equity or law. The failure of said agencies of the Town of Southold to enforce same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the Town of Southold or any officer or employee thereof. (20) The within Declaration is made subject to the provisions of all laws required by law or by their provisions to be incorporated made a part hereof, as though fully set forth herein. That the within Declaration shall run with the land and shall be binding upon the Declarant and hi's successors and assigns and upon all persons or entities claiming under them, and may not be annulled, waived, changed, modified, terminated, revoked or amended by subsequent owners of the property unless and until approved by a majority plus one vote of the Planning Board of the town of Southold or its successors, after a public hearing. IN WITNESS WHEREOF, the Declarant has hereunto set its hand and seal the day and year above written. hn G. Scott, III 'STATE OF NEW,YORK ) ss. . COUNTY OF SUFFOLK ) On the -i �day of ,J , before me, the undersigned, a notary public in and r said State, personally appeared John Z,. Scott-51personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual, or. the person upon behalf of which the individual acted, executed the instrument. • fix/ otary tic Mfty Ribrw,since of MW V,* M0.0tae613o38 O"fied In&dt x AJ*I SCTM # _ ���_ ��-(p - , a TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET 3 VILLAGE DIST. SUB. LOT Z vj� ct qACR � . Z / R1/RK TYPE OF BLD. �olni'1 PROP. Ai W LAND IMP. TOTAL DATE Lla FRONTAGE ON WATER O �, 3 HOUSE/LOT F&nf .e LA v~aar� BULKHEAD TOTAL 2/16/16 south west heading also may sic,- reams- - 2/16/16 heading east 2/16/16 proposed area f tock u;. %. > is rf 2/16/16 north eleva i 2/16/16 east eleva -� �- 2/16/16 west eleva - 'yr 2/16/16 south eleva MANNO R55. 325 WELLS ROAD 5OUTHOLD, NY 1191 100'-4" 24' 2q'�" 11 F I_w-fi 14' :2--b 112" �, 2-b 112" _ PHD5 HOLDOWN5 AT ALL INDICATED CORNERS -------------------------I. INSULATION NOTES' ------------ — J I r,. --- R-19 BATT IN ALL EXTERIOR 2X6WALL5 ----- —� �— ----- { R-19 BATT IN BASEMENT GLC. I I I I R-30 BATT WITH VENT BAFFLES IN CATHEDRAL CL65. DIRECT VENT 50iL1=R a in J J I I I R-38 BATT IN ALL FLAT GLGS. J ;,,1 INDIRECT .r _ I r 8"P.G.WALL OVER - 52 U—ty 5 HOLDOWN5 AT ALL I ( I 1T P+-7 :- s�Q 'r' INDICATED CORNERS N 16"X 8"FTG. P.G.WALL OVER 16"X 8"FTG. { -1*i FaSERGLA55 BATT r { J 12"P.C_WALL Y41TH J J PHIS HOEDOWNS AT ALL I ' ( { INSULATION IN GEILII+IG { 4"STONE SHELF INDICATED CORNERS I :,� 19'-11" tI'-b" � � I 2 ,.,' -------------- 7 12"P.G.WALL VV'H _ —— — — — ____Hl2 X 35(DR_OPPED)4"STONE SHELF ---------- P-.t� --- ------------- 8"P.G.WALL OVER 1 I I i I „, { 1 r x 2 x t'P.G.FTG I I IRVING M. KU5NITZ P.E. I .• I I I 16"X 8"FTG. H-V.STEEL GC1Li/MN ' I , I I I _—; •'+. J 6•-1" 239 LAKE 5T. I i GARAGE I �--------- ---- — J ------------------=, ` ------ J I C�GEf�NSIDE, NY 115-12 I 1 1-- I '• J J ':' J J . ` J �r-0"GEH.ING �gip, �° { �' � f I I I I STEP FOOTING 2:1 I ' " I t� RATIO T=) •-Imo, { I SEAL A S*NATU�: I I 20'3117 �Y I ' I -----———————— R-1 f18ERGLA55 BATT 1 J L— QppFE3310N;u\ I I 4'X 4'X 1'P.C-fTG ___ iN5 T10N tN CEILING J I S�jG M. k r I > I I ;; - —————— — I I :' I H.D_STEEL COLUMN ��T { J �`/.�� ✓'� 8"P.G.WALL OVER I I m 10° I I I IE-- 16„X 8"FTG. I I I I 08"P.G.WALL OVER ----� I W18X55(FLUSH) ------ 410X12(fLt51--#)'�; ' .. y 1--- ---------------I { s, 53 J I :016 X8"FTG. I C' ------ ------ ----- ----- ------- — — -----� ?'� ---- t 1 N0.99�� A-7 J ------J L.= — 5'-2112" - 1------- ------ �.�ai<� i I r------------ (NOTE' -- ) . . I I . USE SIMIPSON TOP :; I 1 `.o --------- ` L---------, -- FLANGEM013fi�TJOIST 14'-101 v, HANGERS. )�).� � �' 1 STEP FOOTING02:1 :;;, ;. ; �. ;,.•... ...' :,.. I i r I -- J RATIO(TYPJ { I ------------ ;, I i o SALSEMENT ,o dJCr J J J in(S in 43 11' 13' I I 9'-0"CEILING sx ss0. 8"P.G.WALL OVER I I G$ILtNG r r WASHERSON 16"X 8"FTG. ALL ANCHOR :'• J I ,� NOTE: MIN. I— eoLTs 12"P.G.WALL WITH I ' , I ——— { I { J ALL DRA&4IN65 AND V4Rr TEN N 4"STONE SHELF I �———— —� J { J { MATERIAL APPEARING HERE 1N 1-114 X 96'X 20 GAUGE STEEL .I y� a / y� �•� STRAP•16.O.L.LAPPED UNDER I -1�I F1 VERLLA✓✓BATT 1 I J • J f.D1PSr1rUrP ORIGI�IAI.AND SILL PLATE$6 UP INTERIOR PACE ——— OP PLATE ON EACH STUD.S-6D -I I INSULATION IN CEILING J { DESIGNER AND MUST NOT$E NAILS ARE REQUIRED IN EACH A J 7 J I '.? I t :;: I J;'. : J J ':: J � DIIPLIGATED,ICED�0� ENf !NGTH GALL EXTERIOR 518 DIAH.ANCHOR •` I I ,,," J 8"P.G.WALL OYER YVITHOUT YtiR1TT>=N CONSENT. ruLLsruos. BOLTS®sro.c. J { 'I'-10" I J H.D.STEELGOLUMN J J { ' i 8"X 8"fTG. FOUNDATION TO WALL CONNECTION I ; ( I J J J 1 •, 1 W 10 X 12(DROPPED) _I'*I10_x 12(DROPPED) YV 10 x 12{DROPPED)—————— { I J ` TEP FOOTING®2:1 ,'• J__________ RATto(TYP.) ----------- ----------�) ----- .s..• rT'.: ( I ' I REVISIONS 8"P.G.WALL OVE I I I I T >{ r------ NO. DATE Isstig { { 16"X 8"FTG. I J 1 a {p CEH INC m I UP ) I I I I I in 2 X 6 WALL FRAMING®16"O.G. FHD +IOLDOWN5 AT ALL 314 T 6 G 058 SUSFLOOR SIMPSON L5TA36 DETAIL 9 �_ D r STRAP®16'O.G.PAG£G-t -/ - .. ... ' � �,.' ., �.'+� X.I. :,• ! �I —:� TfD CORNERS r BCI 101 JOISTS @ 16"O.G. J b'-5 1116" 1 - •' 9 i ry { J I .) 4"STONE SHELF 9 114 N ( I I I r=`D J •' —— —•-� co (2)2 X b AGO SILL PLATE 7ERMITESHIELDS51LL5EAL R-19 KRAFT FIBERGLA55BATT I I I L----- ----J ( ----------- -- -------� `� PLAN INDEX INSULATION OVER CRAWLSPAGE ., , c •4 J A BASEMENT 12"THICK 3,500 PSI POURED I 1 I I J _ --•` ' ' " -r ••- [A4 ffll�llD'�`T#DN flI_A�I b rr CONCRETE WALL WITH 4" � � .. .�. .-. . FINISHED GRADE b"MIN.BELOW TOP OF 11 FOUNDATION WALL o _ +� STONE SHELF PHOS HOEDOWNS AT ALL I I J I '': I FIRST.FLOOR PLAN SPRAYAPPLIEDTO B£9'HIGH INDICATED CORNERS - - WATERPROOF MEMBRANE -3; - - _ 4'CONCRETE SLAB I ( _ ( ,, I SECOND FLOOR PLAN 1 _ OVER6MIL POLY VAPOR + ROOF FRAMING PLAN 5/b X 12"ANCHOR DETAIL 14 = BARRIER I I LnBOLT532'ON PAGE 6-1 ELEVATIONS CENTER,MIN.2 PER 'i I,. COMPACTED 501Lr4,LL JI ELEVATIONS (2)#SHORIZONTALREBARATTOPOFWALL L--------- ------- ------ (2)#5HVERTICALI SREBAR B72"O.G. „ ....., ------ --- ' :. ..:: , . . . - J SECTIONS 8 PLUMB.RISER 24'X12"CONCRETEFOOTINGYVITH2-115 REBAR ---------------- ----------------- TO BEAR ON VIRGIN SOIL.MIN.3'-0"BELOW 5TEP FOOTING®2:1 RATIO(TYP.) ——� -• { -- 'S1MIPSDN DETAIL'SH7=�T FINI5HEDGRADE N J :. .,— J ( {'+ GENERAL NOTES PAGE 1 ————————— GENERALNOTES PAGE 2 WA FOUNDATION WALL DETAIL 5GALE 1/2" = 1'-D" WALL OVER A-1 NIA A-1 N!A 16"X 8"fT>6. 19'-1 9J1b" T-11" A-1 N/A A-1 NIA LIVING AREA A-i NIA 0sgR SHEET NAME FOUNDATION FLAN PROJECT• DATE 11124/15 A- 1 SCALE 1T'1"=1'-0" MANNO RE5. 325 kNELLS ROAD 50UTH0LD, NY 11971 pR N = _ 24'— WASHERS ON MIN. — SALLOLTSµOR 1'-11 1/2" 2,1'-0 3!4"2,1'-0 314"2, 1'-4" 4,4„ cli wa3 wD3 1.14 X W X 20 6AU6E STEEL STRAPO.G.LAPPED UNDER SILL PLATESATE5 6 UP INTERIOR FADE OF PLATE ON EACH STUD'€BD NA 1-5 ARE REQUIRED IN EACH ———————— END LENGTH®ALL EXTERIOR 918 DIAM.ANCHOR w LSTUDS BOLTS 092'0 C. II I I I waB FOUNDATION TO WALL CONNECTION s I I A_7 I OPE $ I I -- : YiIALLMEI6HT 7'�" II I INSULATION NOTES' o i�V j r, _ m MASTER R-19 BATT IN ALL EXTERIOR 2 X b WALLS BATH I I R-19 BATT IN BASEMENT GL6. L AL1 ?n • T Y V�? w ————————� R-30 BATT WITH VENT BAFFLES IN CATHEDRAL GLGS. ;p. w O _ R-38 BATT IN ALL FLAT GLGS. wag IRVINO ;KUSNITZ PG9 II I I 2'-8 5/16" 11 11!16"!13/16" 1 3/16' r z 6'HIGHYtAL.L5 239 LAKE 5T. V-2" E 3'-2" I F I 11-ZISBG190 VAULTEDCLG. OCEAN5110E, NY 11512 16"O.G. I r w,a GL6. - - I� I o OFFICE x Pqe P1oa `1 II I BREFZi=Wf�Y m ;� ,� G T �,j ❑�I SEAL$516NATURE: ---____—� GARAGE m �o UD OOM T= �, 8, r WGDEPD57 V�Q t- _ r Y ca 10 a-v s° m = TFR BVIRM N ————————, 31l2x 11-7/6LVL GIRDER CVin O 9 GLG. �� wti @I� ,n m� :�SV�M•k s`'6� VVVV I .�"�' sj X _ (I I GARAGE FLOOR 14" I �� wog _�, ' �� BELOW 15T FLOOR f r' ❑ l � II I I ,-gyp CaJ G� �T 9' GLC. UG * . _ 5-7 2' ;PANTRY 3 (2)2 X 12 HDR. 2,-b« y j �� VAULTED 0 G5 ��' �• 0. 69 ,�, ' e�R �e1Arl9'-5 1/2" a�sR+ra 1—6'-0112" 4M — 'off STATE A 7 I I HIGH WALLS I I asae awe ( a ry VAULTED GLG. S jl dJ� in ----- jI NOTE' 1'-1114«) LI -- �—USE SIMF5ON TOP FLANGE �� S•"a 3/4« I_J MOUNT JOIST HANGERS. w,a in v LL "I I -- 14'-10" wIL �. woe w10 woe Ctl ?Q o I Ipin �.D o I I 9' GLG. B,a3'9 fl ISI J _ y 11 'GONTIHUOV5 V4lOX VV£i!'"WSi'W4"£IT`EEL 11' w,a r�� I I Q 1 WCOLUMNS TO HAVE A CONTINUOUS LOAD TATHTO m a) � �I I TOP OF FOUNDATION ALL B BE FASTENEvri1TH ALL DRAWINGS AND WRITTEN X 11-1/8 BU 90 X j I j m MATERIAL APPEARING HERE IN 24' BREAKFAST c I I E—_- 2-sre x 12 AWCHOR WLT5 AT EACH WLVMN CDI t5T1TUTE DRIGINAL AND NOOK— {I 16"O.G_ n j j BASE PLATE. R UNfV5U5f 1ED Y40M OF THE B V HIGH WALLS 11 p (V TED GLG. '" I I I I i DESiGHER AND MUST HOT$E m FAMILY DUPLICATED,USED OR DISCLOSED . 3'-10 1 l2 B99 B2,R .2,R riff"OUT YfRIITEN Go"504T. • 518 DIAM CARRIAGE BOLTS AT 24.0 C. ❑ "9'-11 1/2"—1 1�I'-1" X 2560 1714 @ Ifi. LVL&FLITCH PLATE BOLTING PATTERN DETAIL -1 W'o j G REVISIONS 9' GLG. E I j A TE ISSUE } 11-1/8 BGJ qo s o PROVIDE SQUASH BLOCKS @ 16"O•G• � 7 _ FLOOR JO15T AT ALL LOAD POINTS i1 oae fkb UP m b I O.O. m BOX BEAM W DINING1/2 COX (2)2 X 6 TOP PLATES PLANINDEX 3 11 A-1 FOUNDATION PLAN rt. r A-2 FIRST'FLOOR PLAN 2 X 6 GRIPLES R- 1 ',a (V ' INSULATION , - X m A 3 5EGOND -LOOR PLAN a« :; 4. n 2X6 - f y� A-4 ROOF PRAM1Nfi PLAN B A-5 ELEVATIONS (2)2 X HDR.AS PER SCHEDULE. ):.y '-7 V 3 S' A-b 'ELE1/ATION5 2x6 K� Al SECTIONS$PLUMB-RISER c n1lt A-5 SIMPSON DETAIL 5HEET 112 X 11-7l8 GIRER X iJ 31/2 X 11-V6 LVLStRDER A-9 GENERAL N0T1=5 PA6r=l SQUASH BLOCK a CROSS BRIDGING DETAIL 40 1 F A-1 C 6ENERAL NOTES PAGE 2 NOT TO SCALE A-1 I N/A TYPICAL HEADER DETAIL A-1 NIA A-1 N/A V-2 1w : 1'-5 314" NOTE* V-413/16- 1'-8" 3, 1-8112" 3,�„ V-S 1/2" 5 A-1 N/A ALL WINDOW AND DOOR HEADERS SHALL BE(2)2 X 10 — A-1 N/A UNLE55 OTHERWISE NOTED ON PLANS. 1'-10" 13' b'-1 i" i2 {2" 7'fi"�I A-1 T SHEET NAME LIVING AREA 15T FLOOR PLAN 2229 sq R 62-7 PRO.IEOT1 3415 SHEET* 11124/15 SCALE A-2 114"-T-T I I I I I MANNO RE5. 325 WELLS ROAD BOUTHOLD, NY 11971 FLOOR JO15T ----------- BOXBEAM ----------- T— 112GDX (2)2 X 6 TOP PLATES I I F7----- I I 2 X 6 GRIPLES -- INSULATION { 2X6 I I 1 1I 1 I II I I I I I { (2)2X HDR.A5 PER5GHEDULE. 52 I A-1 I 2x6 I I I I I I I I 1 1 I 1 1 I I I I I I I I i ----- ------ I I i -------------- IRAN& M. KU5NITZ P.E. II (----------— ----T-------1 I ` �-'L--- -J LJ---- I TYPICAL HEADER DETAIL I _= —— — —I—————— t— —— ——__ —= i 239 LAKE 5T. / NOTE* I I I I I i OGEANBIDE, NY 11572 ALL WINDOW AND DOOR HEADERS SHALL BE(2)2 X 10 I I I INSULATION NOTES' / I ( UNLE55 OTHERWI5E NOTED ON PLANS. I I R-1q BATT IN ALL EXTERIOR 2 X 6 WALLS \ R-19 BATT IN BASEMENT GLC. / { R-30 BATT WITH VENT BAFFLES IN CATHEDRAL 61-65. // 4 I R-38 BATT M ALL FLAT GLG5. I SEAL&SIGNATURE: _ ———— ----------------- 1/8" 8'-4 7/8" -4 3/4 E— I \ 1 �5%��K�s,ryO•y� _� \ 5'-4 1/4"— I \ I — / = 1'-1 1/4" \2, 1'_q 718"/2"2, 2'-8 3/8" 2, 1' I I I * nn w,4 �---- ------------ ----- --�-- --, i �" { I 0. 3 oc{ 3-1/2 X 11 -718 I.A. Ln fV w, / r / I � YWNDOW sEAr \ / �——----- I ----- L-------1 -------� I —— I L T GLC. w, i-T T i l' B DROOM #� NOTE: -- II ( 5'-0 3/ " I ALL DRAWING5 AND WRITTEN I �.° I I v q' GLC. 2'-1 1/4" MATERIAL APPEARING HERE IN ube L CONSTITUTE OR1GiNALAND 0 1/2 ----------___1-1 _ UNPUBLISHED WORK OF THE I- / U DESIGNER AND MUST NOT BE in O / ———— ! o OPFN wt I DUPLICATED.USED OR D15CLOSED 1J sD \J�$ :o ' I WITHOUT V TTEN CONSENT. COPPER DRIP GAP WITH SOLDERED BEAMS I - / O1 1 AZEK RAMS GROWN WITH SELF RETURNS I 5/4 X6AZEK L_ I �L{ / Fvs \\ \ NSE, f1 n I REVISIONS AZEKADAM5CASING N { 14I /✓E ROOD .2 ® USE5tMP50NTOPPLANGE I / q. G / O �p DUNT JOIST HAYIGERS. I �' I A 11 In B INCH"GRACE'WINDOWWRAP ON ALL 451DE5 cl)l I I -- ----- I NOTE" m { ° USE 5IMPSON TOP FLANGE AL. INSTALL 3/41NCH BUILD OUT 7 MOUNT J015T HANGER5. - $ in UNDER CASING AND HEAD PIECE R PLAN INDEX 3-1/2 X 11-7/0 VL HDR.(FLUSH) \ - 31/2 1 -7 i .( L H) \ \^D _ I \ I A-1 FOUNDATION PLAN — _ — 10 @ 16 O. . 1 \ \ I A-2 FIRST FLOOR PLAN ri 2X10GJ1�16'O.G. \ F \ I A-3 SECOND FLOOR PLAN , —_ W+5 — >~,� —_ ,� \ \\ i A-4 ROOF FRAMING PLAN AZEK CUSTOM RUN 514 X 3 WINDOW STOOL Iwig — w e w,9 __ / I \ TEMP RED GL,t55 —� A-5 ELEVATIONS USE AZEK ADAMS CASING WRH A-6 ELEVATIONS RETURNS ON APRONS � \ I Al SECTIONS&PLUMB.RISER 2'-11 114- 1'-8" 131. 3" 1'-8" 3'-0 3/4" { 1'-8" 3" 3" 1',8" II / 3-2" { 2'-9" 3'-2" - 2�1" \\ 1 A-8 SIMPSON DETAIL SHEET / 3'-2 5/16" 3'-8 11116" \ l A-q GENERAL NOTES PAGE 1 // 13' / { i { \ 13'6" '" I. \ 1 A-11 GENERAL NOTES PAGE 2 /� 39-11 { A-1 11 N/A WINDOW SURROUND DETAIL — { 1 54q sq�t r { { , { { A-11 NIA LI-1 FOR ROOF FRAMING A-11 NIA EE SHF-ET A-4 A-1 NIA A-1 N/A A-1 N/A SHEET NAME 2ND FLOOR PLAN rw=T# 34T8 sHEEr# DATE 11124115 VALE A�3 114"-1-0" MANNO RE5. 325 WELLS ROAD 5OUTHOLD, NY 11 971 --------------- ------------ -------------7= ----------- — -----7------- I - 2 X 12 R.R.Ole O.G. w 1 2 X U R.R.Ole D.C. i4 2 X10 R R.016-D.C. I 2 X10 R.R.@IV O.C. 2 X4r,.T. 0 4T D.C. I I i—L----- G.T.T ——— ——— I L——— ——— I X 12 R.R.Ole D.G. 2 X 12 R.R.Olt-D.C. 12 2 KANO M. KU5NITZ F.E. 12 12 ------------------------------ 2 X I C.T. 239 LAKE 5T. < ®4"0 G. 4 ry OCEANSIDE, NY 115-72 3-1/2 18"LVL RIDGE BEA m ————————————— X1 5EAL&5161,14ATURE: x 2 X 10 R.R.Gle O.G. 2 X 10 R.R.@16-D.C. \ III 1 ` - rt------------— -v-- 2 Xb R.R.016-0.6. M <4:12 14-r4 4 -4 BAtH -ko 6914 1\, L ——————-- 6 1ID L1-5/4 X 12"LVL FO&E BEA — BEDROOM #1 X x s .2 X U RW6r: 11:L6 2 X 12 R1 VG E 4:12 > OPEN BELoyq NOTE: I j .2XI21IRIVI f ALL DR44IN65 AND WRITTEN -4 MATERIAL APPEARING HERE IN 7 2 Xblt.lt.*IV0.C, CONSTITUTE ORIGINAL AND .1 12 UNPUBL15HW WORK OF THE DESIGNER AND MUST NOT BE A�. .4 DUPLIGATED.USED OR DISUOSED "THOUT VMTTEW CON5ENT. ICE HEATHER SHIELD SHALL BE INSTALLED MIN 24*HORIZONTALLY FROM INTERIOR WALL, 12:12 x AND VERTICALLYTO ROOF. [ K< 1 2 X G .r. 30 YEAR ROOF SHINGLE @4 '44, OYER 150 FELT BED om wb cox FLYIHOOV 4:12 -6jf, 155UF. 12 12 < X C.T. 2 X 6 SUB FA5<4A FIE 0 r 12: b:t2. OPE" BELO, li 2 XbRR. 04 < I X 0 FASCIA I a 2'MIN. rc 2 X 12 R.R. 6" 31 L27b f=R -0 2 X12 R.R.®16'0.6. 2 X12 R R.01V D.C. I T- I I I Of GERTAINTEED �x – : .11 0 . ............. TRIFL 2'YENTED SOFFIT PLANIND EX 1!R5X29/4SOLID CROWN /J A-1 FOUNDATION PLAN I X 6 FREEZE BOARD $14 BUILD OUT UNDER A-2 91RBT FLOOR PLAN FREEZE BOARD A-3 SECOND FLOOR PLAN 50FFITED EAVE <-I� __L2 K:1:) A-4 ROOF f RAMIN6 PLAN SCALE Irl-V-0* 41 A-S. ELEVATION5 NOTE* X1 � ALL 5OFFIT5,FASCIAS,FRIEZE BOARDS&GROWNx 2 X C.T. A-6 ELEVATION5I MOLDING SHALL BE*AZr:K'OR EQUAL. O-4e O.G. .................. 1211 b- ------------ --------- A-1 5EC-nON5&PLUMB.1R15ER XR.R. -�R __2 1111 A-8 BIMPSON DETAIL SHEET leor alb )c A GENERAL NOTES fAr7f 1 A-1C GENERAL NOTES FACE 2 A-11 N/A A-1:4 N/A A-1 NIA A-1 N/A A-1 NIA A-ld NIA SHEET NAME RF-NDERINC75 PROJECT 0 347E SHEET 4t 1 11/24115 SCALE A-4 114"-1'-0' ICE&WEATHER SHIELD SHALL BE INSTALLED MAI ANO RE5. MIN M'HORIZONTALLY FROM INTERIOR WALL, AND VERTICALLY TO ROOF ^/ 30 YEAR ROOF SHINbLE 2 ELL ROAD OVERS#FELT ,LY`DOOD 5OUTHOLD, NY 119?1 FVMI[6 1X6SUB FASCIA 1 X 6 FASCIA 1T MIN CERTAINTEED TRIFLE Y VENTED SOFFIT �.•� I 916 X 151190LID GROWN 1 X 6 FREEZE BOARD 911 BUILD OUT UNDER •.w.w.�ee.....r�..• FREEZE BOARD i.o..w.•..c•..o..0 50FFITFO EAVE A'S SCALE 111.V-0' dill 1–U-N NOTE' .�.•o-�•"•� ALL SOFFITS,FASCIAS,FRIEZE BOARDS&GROWN 14,1 alfflljll�, MOLDING SHALL BE"AZEK"OR EQUAL. WINDOW SURROUND DETAIL 91 W71 W71 11111111 it �111 I IT I I It zill 111111[111 till 111111111111 11 flilllfl W11 17 55 1RYJNG M. KU5NITZ P.E. Till Hill III V,04259 LAKE 5T. 1111111111111 Till 11111 ilillil 11111 ,IIIIIIIIIIIIIII NY 11572 mililWO{ I'lJ lVOS W03 WD3 �/*] j/� J/{•''��] /� _-- ri10 W70 5 1 6_16M V /'� t— EGRESS �/ SEAL&SIGNATURE: p�cOfE5310N,u OR, L I, REAR ELEVATION SIF giN1E� NOTE: ALL KNOOYV5 5HALL BE "MARVIN INTEGRITY' ALL DRAWINGS AND WRITTEN MATERIAL APPEARIN6 GA5EMENT5 WITH LOW-E 6LA55 CONSTITUTE ORIGINAL ADHERE IN UNPUBLISHED WORK OF THE WINDOW SCHEDULE DESIGNER AND MUST NOT BE NUMBER QTY FLOOR WIDTH HEIGHT DUPLIGATED,USED OR DISCLOSED W01 2 1 20" 14" WITHOUT WRITTIt IT 11 1 EN CONSENT. W02 6 1 20" 58" W03 14 1 24" 24" III W04 1 1 26" 12" W05 2 1 28" 10" REVISIONS W06 2 1 28" 551, W01 1 1 W. 10" DATE ISSUE W05 1 1 35" 12" W09 b 1 38" 14" W 10 9 1 38" 58" 11111111111111111111 1 1111 W11 3 2 18" 3b" 11 W 12 2 2 20" 50" 18, W13 4 2 120" 58" W14 4 2 24" 24" - W15 2 2 24" 45" "18W10 PLAN INDEX W 16 2 2 28'1 10" Till 111111111 IM111111111111 1 A-1 FOUNDATION PLAN Nil 2 2 28'1 -50" Till= - W18 2 2 35.1 10" A-2 FIRST FLOOR PLAN W++ W19 2 2 .351, 58" W13 14,9 14,3 1413 W19 wie m A 3 SECOND FLOOR PLAN _ W20 1 3 18" 36" EGRE55RE55 r A 4 ROOF FRAMING PLAN A-5 ELEVATIONS A-b ELEVATIONS A-1 SECTIONS&PLUMB.RISER A-8 SIMPSON DETAIL SHEET A-9 GENERAL NOTES PAGE 1 in A-ld GENERAL NOTES PAGE 2 WOT 1111111 111 1 1 144 ,� IIIIIIIIII A-11 N/A A-1 N/A Wog W 3 A-1 N/A 11 1.11 -LLLI_u LLI A-1 N/A W01 1410 W01 W10 A-1 N/A A-1 N/A SHEET NAME ELEYATION5 nmRcr• 3418 SHEET# FRONT ELEVATION DA x1/24/15 A-5 SCALE .•• �trtl,ir■►i r.■■Ir,N■r�� /ir■■rtlir.�. -� � rY. `�li■■wlrl��i rrlli. \rte.1■���� � � � ' ."mm'tY �r■ lir■■rte.�r■ii��rril�rrrNl�rr■N 111'11'1■■'■► r,■rill■ri\■r■�1�■r■�■�■..�■�■.■ 1�II1I111I11'i1, •ir■■Irllr�iNr2■rlrls■r■�1smr■�1sr1 ,1t111►�'`r11eI111► Vir■■�,i■•■rrN1�r.■NI�■rrNl�rrrNE■ t1"■!1 Imt111■, �Isrr■DINT■��I�nllir��l�i■��t�ii■i�1 ■■■■ ♦rtlir■■r•Il/■■�li■r■r11s■r■�1irr■rl/iltllrrl '■■■. ...lir■r�,N■■r�eir■'Ir1ir■■heir■■ ■Il■rrrlli■�■r11i■�■�Iir�■r1i■���INr�■rri■■■�Ii■�■r' /it't"ttr � 1't't1""• r■�,ir■■ lir■■�■ir■■�,Nr■■�,i■ ■■■ Walff■rlarn IN 191110-0 Iwo is-,Nrwn-WI'ffiM■�I�tr,■�I�,rM' :i11rr1'Iltl -�- some on ■Nr■■Ir,Nr■■Ir,ir■■Irtr .,.,:,;r ■■r■�,i/r■rlis,r■�Il/■■mil/r'Irlsrr■r•Ilrr■�li■r■rtr' r1IIIINo11I11 luuunuu. 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CONTINUOUS W10X19OVER DOORS NU4"STEEL - �214 + COLUMNS TO HAVE A CONTINUOUS LOAD PATH TO n "r -- TOP OF FOUNDATION WALL&BE FASTENED WIT Cn ,PaP 2-5!8 X 12 ANCHOR BOLTS AT EACH COLUMN —— •- �" was BASE PLATE. � w �wMcl �ouM c, —————— —————— ——— �Re�RrswRCFmmEo ff�"rnc sanM IRYING M. KU5NITZ P.E. NO3zEA r F r Ziai -� PLUMBING RISER DIAGRAM 23q LAKE ST. I!ASTER 80m!I MASTER OCEANSIDE, NY 115#2 BEDROOM 00 516-ebb-805 SEAL&SIGNATURE: in STEP FOOTING®2:1 RATIO(TYP.) OFF3310 M. V cGj UNFINI5HFO BASEMENT s� G SQ- J 240#30 YEAR GAF ARCHITECTURAL ROOF BO#FELT 12 ICE&WEATHER SHIELD SHALL BE INSTALLED MIN.24"HOROZONTALLY 9 � FROM INTERIOR WALL,AND n/F 9TIITE Ot VERTIGALLYTO ROOF. 5EGTION 1 SIMP50NH25 R-38 KRAFT FIBERGLASS BATT 112 COX PLYWOOD - INSULATION®FLAT CI-65. rJ 2 X 6 SUB FA501A b"ALUMINUM GUTTER ! SOFFITED EWE DETAIL 1 �� 12' 112 DRYWALL ON ALL CEILINGS ALL DRAWINGS AND WRITTEN 1 X 8 AZEK FASCIA BOARD 2)2 X b TOP PLATES MATERIAL APPEARING HERE IN CONSTITUTE ORIGINAL AND CERTAINTEED VENTED R-19 KRAFT FACED INSULATION UNPUI3Lf5 IED V lORK OF THE VINYL BEAD BOARD 7/2 DRYWALL DESIGNER AND MUST NOT BE 112 COX PLYWOOD OVER SUBFLOOR DUPLICATED,USED OR DISCLOSED 2-3/4 50LID GROWN WITHOUT WRITTEN CONSENT. 1 X b FRIEZE BOARD WITH 314 BUILDOUT 314 T&G 05B SUBFLOOR r' 12 51MPSON L5TA3b DETAIL 8 111-7/8 861 q TJI FJ Q 16"O.G. REVISIONS 12 STRAP 0 1 b"O.G. PAGE G-1 _ DISSUE ATE 1/2 DRYWALL ON ALL CEILINGS m (2)2 X 6 TOP PLATES MAIBEC CEDAR SIDING W/5"EXPOSURE B-19 KRAFT FACED INSULATION TYVEK HOUSE WRAP 1/2 DRYWALL PLANINDEX 1/2 COX PLYWOOD 1/2 COX PLYWOOD OVER 5UBFLOOR 2 X 6 WALL FRAMING 016"O.C. A-1 FOUNDATION PLAN zt w.l.c. M TER B zt SIMPSON LSTA36 DETAIL 9 14 T&G 05B 5UBFLOOR A-2 FIRST FLOOR PLAN O STRAPO 16.O.C. PAGE 6-1 A-3 SECOND FLOOR PLAN - PH05 SIMPSON IDETAIL 11 HOEDOWNS A5 REQ.PAGE 6 1 � 11-7/8 BGI 90 TJI FJ{cp 16"O.G. A-4 ROOF FRAMING PLAN (2)2 X b NS SILL PLATE A-5 ELEVATIONS TERMITE SHIELD&SILL SEAL R-19 KRAFT FIBERGLASS BATT A-6 ELEVATIONS INSULATION OVER CRAW1-5PAGE VARIES A-1 SECTIONS&PLUMB.R15ER FINISHED GRADE 8"MIN-BELOW TOP 0 12"POURED CONCRETE WALL A-8 SIMPSON DETAIL SHEET FOUNDATION WALL A-9 GENERAL NOTES PAGE 1 o E4"POURED CONCRETE SLAB �w.X •- OVER 6 MIL POLY VAPOR BARRIER A-1 GENERAL NOTES PAGE 2 GARAGE JC II- 518 X 12' ANCHOR DETAIL 14 A-1 11 NIA BOLTS®32"O.G. -FACE 6-1 — A-1 N/A b"POURED CONCRETE MIN.2 PER WALL "GRAVEL BASE OR A-1 N/A SLAB OVER WIRE MESH PITCH SLAB 3" (2)#5 HORIZONTAL REBAR AT TOP OF WALL COMPACTED SOIL &VAPOR BARRIER VERTICAL#5 REBAR®72"O.G. A-1 N/A WATERPROOFING MEMBRANE A-1 N/A 8"POURED CONCRETE WALL5 ON A-1 N/A 1b"X 8"FOOTING WITH 2-#5 REBAR m GRAVEL SHEET NAME SEGTION5 24"SECTION 2 5EGTION 3 TO SOMIN X12" CONCRETE WITH2- REBAR TO BEAR ON VIRGIN SOIL.MIN.3'-b"BELOW FINISHED GRADE TYPI A LNNA L L SECTION mwjfrT• 3418 SHEET# vAlm 1241155VALE _ N.T.B. � , A-1 114"-V-0" + MANNO RE5. °NAILING SCHEDULE 325NELL5ROAD r JOINT DESCRIPTION #OF COMMON NAIL SPACING 50 UTHOLfl NY 19 971 NAILS r ROOF FRAMING ROOF RAFTER.SEE FRAMING PLANS. RAFTER TO TOP PLATE(TOE-NAILED) 3-8dPER RAFTER CEILING JOIST TO TDP PLATE(TOENAILED) 3-8d PERJOIST ° MODEL MEMBER SIZE FASTENERS CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED 8-16d EACH LAP L=— COLLAR TIE.SEE NO. CARRING EACH CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 8-1Od PER TIE END 1 6d EACH LAP FRAMING PLANS. MEMBER CLIP COLLAR TIE TO RAFTER(FACE-NAILED) 2-Bol EACH END t MODEL MEMBER SIZE FASTENERS UPLIFTHRC22 19116 314 2x R 16.10dx1112 2-10dx112 RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END NO. TOTO AVG' SECURE COLLAR TIE RAFTERS PLATES ULT• W/(5)8D NAILS MATERIAL:HRC22 WALL FRAMING HCP2 2x 6.10d x 1 12 6-10d x 112 2017 FINISH:GALVANIZED , 1 MODEL GA. DIMENSIONS FASTENERS TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d PER FOOT NO. INSTALLATION: TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOINTS-EA.SIDE W L NAILS USE ALL SPECIFIED FASTENERS. STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. MATERIAL:18 GAUGE. ON END OF RIDGE-USE OPTIONAL DIAMOND HOLES ON HRC22 AND HRC42 TO SECURE HEADER TO HEADER(FACE-NAILED) 16d 16"O.C.@ EDGES FINISH:HCP2-GALVANIZED OR Z-MAX;HCP4-GALVANIZED. LSTA30 18 1 1/4" 30' 22-10d THE HRC.BEND FACE FLANGES ON HRC22 BACK FLUSH WITH RIDGE AND COMPLETE TOP OR BOTTOM PLATE TO STUD(END-NAILED) 1-16d PER STUD NAILING. INSTALLATION: HRC22 ON FACE OF RIDGE-ADJUST TO CORRECT HEIGHT AND INSTALL NAILS. BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, 2-16d 1'2 PER FOOT USE ALL SPECIFIED FASTENERS. DOUBLE BEVEL-CUT HIP MEMBERS TO ACHIEVE FULL BEARING CAPACITY. END JOIST OR BLOCKING(FACE-NAILED) ATTACH HCP TO DOUBLE TOP PLATES;BIRDSMOUTH ONT REQUIRED FOR TABLE LOAC 3. THE HRC MAY BE SLOPED TO 45°WITH NO REDULOADS. IN LODS. INSTALL RAFTER AND COMPLETE NAILING.RAFTER MAY BE SLOPED TO 45°. °(HRP) HIP CORNER PLATES 'TENSION STRAP @ RIDGE °COLLAR TIE TO R.R. WHEN C.J. ARE OMITTED 'ROOF RAFTERS TO TOP PLATE FLOOR FRAMING DETAIL 2 DETAIL 3 DETAIL 4 DETAIL JOIST TO SILL,TOP PLATE AI GIRDER(TOE-VILLI ED) 4-8d PER JOIST 1 BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END "— BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d EACH BLOCK SCALE: 1"=1'-0" SCALE: 1 -1 -0 SCALE: 1"=11-001 SCALE: 1-=l'-O- LEDGER STRIP TO BEAM(fACE-NAILED) 3-16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST BAND JOIST TO JOIST(END-NAILED) 3-I6d PER JOIST BAND JOIST TO SILL ORTOPPLATE(TOENAIL£D) 2-16d I PER FOOT ROOF SHEATHING IRVINO M. KU5NITZ P.E. DIMENSIONAL WOOD STRUCTURAL PANELS 8d 6"EDGE 112"FIELD 239 LAKE 5T. • OR MICRO LAM BEAM. DIAGONAL BOARD SHEATHING FLUSH MICR LAM HEADER, SEE FRAMING PLANS. 1"X6"OR 1"XM' 2-8d PER SUPPORT OCEAN51 DE, NY 11572 :y- 1"X10"ORVWDER 3-8d PER SUPPORT _'r: r+•�" ILING OR FLOOR JOISTS.SEE FRAMING CEILING SHEATHINGn @.,s PLANS. 5 1 6-166—b to 5 • ti',a SECURE JOISTS TO GYPSUM WALLBOARD5d COOLERS 7"EDGE/10"FIELD GIRDER OR 14EADER • (\WIITTH{TGBLOR WALL SHEATHING SIMPSON STRONG-TIE HANGER)AS MFTR'D.EAM SEAL 8 SIGNATURE: _,EMETAL JOIST HANGER BY SYMPSON STRONG STRUCTURAL PANELS 8d 6"EDGE/12"FIELD MODEL GA FASTENERS #LUS28 TIE.(DEPTH AND BEAM FIBERBOARD PANELS 3 Simpson Stron iHANGERTO MATCH 7/16• 6d 3"EDGE/6"FIELD NO. TO TO TO UPLIFT SP4 MODEL DIMENSIONS FASTENERS THAT OF JOISTS). OFESSION FTERS/TRUS PLATES TUG NO. ) 25/32" 8d 3 3"EDGEl6"FIELD ` M. KV FjCy� W L TO TO S H8 18 5-10d x 11/2 5-SDS 114 x 112 8$d 745 STUDS I PLATES GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD SPH4 3 916 8314 10-10dz1 12 4-10d HARDBOARD 8d N/A PARTICLEBOARD PANELS 8d (SEE MANUFACTURER) * # DIAGONAL BOARD SHEATHING ' 1'X6'OR1"X8' 2-8d PER SUPPORT y� °HURRICANE TIES °(SPH)STUD PLATE TIES °FLUSH MICRO LAM HEADER @ FLOOR ASSEM FOISTS TO FLUSH WOOD OR MICRO LAM GIRD WIDER 38d PER SUPPORT a N ti 3- FLOOR � DETAIL DETAIL 7 DETAIL 8 DETAIL FLOORSHANELS NG �nIESfA d' 5 6 „_ ' „ "— , " "— , 1 STRl1CTURAL P 11"OR ESS 8d WEDGE 112"FIELD SCALE: V=1'-0" V SCALE: 1 -1 -0 SCALE: 1 -1 -0 SCALE: 1 -1-0' GREATER THAN 1' tOd 6'EDGE/6"FIELD DIAGONAL BOARD SHEATHING 1"X6"OR 1'X8" 2-8d PER SUPPORT Um everyotl•r rel hole LENGTH 2ND FLOOR WALL MODEL DIMENSIONS FASTENERS 1•X10"OR WNDER 3-8d PER SUPPORT n e row m provide the NO. code equiee miriis ANCHOR NO.OF SIMPSON center-tf rr neer LENGTH PROVIDE 1-114"X 20 GAGE W H B DIA. SDS 114x3 WOOD apadnp for rens STRAP W/(4)8d COMMON pHDS-SDS3 14 3 119/16 2 716'1318" 5J8 2- 2 NAILS IN EACH END 1 NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"O.C.AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3"O.C.ATTHE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NOTE' CLEAR PROVIDE#LUS26 NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE ALL DRAWING5 AND WRITTEN SPAN MTL.JOIST HANGER CONNECTORS,SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. MATERIAL APPEARING HERE IN BY SIMPSON STRONG- MATERULL:PHD5-SDS3 0 TIE. FINISH:GALVANIZED 2 WHEN WAWLL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED#OF CONSTITUTE ORIGINAL AND INSTALLATION: NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. UNPUBLISHED WORK OF THE USE ALL SPECIFIED FASTENERS. DESIGNER AND MUST NOT BE END 3 CORROSION RESISTANT 11 GUAGE ROOFING NAILS AND 16 GUAGE STAPLES ARE PERMITTED,CHECK P o�e m nimum LENGTH PLACE THE PHD OVER THE ANCHOR ear. DUPLICATED,USED OR DISCLOSED eM distance INSTALL SIMPSON'S CODE-RECOGNIZED SDS 114x3 WOOD SCREWS,WHICH ARE PROVIDED IBC FOR ADDITIONAL REQUIREMENTS Equal number of WITH THE HOLDOWN.(LAG SCREWS WILL NOT ACHIEVE THE SAME LOAD.) OR HOLDOWNS,PER ASTM TEST STANDARDS,ANCHOR WITHOUT WRITTEN CONSENT. Z—fied rens FOR AN IMPROVED CONNECTION,USE A STEEL NYLON LOCKING NUT OR THREAD BOLT in each end CS Coln Strap T° ADHESIVE ON THE ANCHOR BOLT. NUTS SHOULD BE FINGER-TIGHT PLUS 113 TO 12 TURN °HIGH WIND ANALYSIS: cs coxed strut PROVIDE#LTS12 STRAP SEE SSTB ANCHOR BOLTS,PAGE 18,FOR ANCHORAGE OPTIONS.THE DESIGN ENGINEER WITH MODEL GA DIMENSIONS FASTENERS W/FASTENERS AS PER MAY SPECIFY ANY ALTERNATE ANCHORAGE CALCULATED TO RESIST THE TENSION LOAD • A WRENCH,WITH CONSIDERATION GIVEN TO POSSIBLE NO, MANU.SPECS BY FOR A SPECIFIC JOB.ANCHORAGE LENGTH SHOULD TAKE THE BEARING PLATE HEIGHT OF . • FUTURE WOOD SHRINKAGE.CARE SHOULD BE TAKEN MISCELLANEOUS PROJECT DATA W L NAILS SIMPSON STRONG-TIE. IWINTO ACCOUNT,TOENSURE ADEQUATE LENGTH OFTHREADS TOENGAGE THE NUT, REVISIONS FOR 3x SILL PLATES USE SSTBL. LSTAX 18 11W N 26.1 Od TO TIE DOUBLE 2x MEMBERS TOGTHER,DESIGNER MUST DETERMINE THE FASTENERS LOCATION: SOUTHOLD,NY DATE {DIAGONAL HATCHED REQUIRED TO BIND MEMBERS TO ACT AS ONE UNIT WITHOUT SPLITTING THE WOOD. WIND ZONE: 110 MPH AREA INDICATES:) EXPOSURE: B EX STING STONE AND MEAN ROOF HEIGHT: 33'- BRICK VENEER. ROOF SPAN: 2Z'0" °(LSTA36) FLOOR TO FLOOR TIE 'STRAPPING DETAIL @ CANTILEVER °(PHD) PREDEFLECTED HOLDDOWN DETAIL @ FNDTN. WALL DEStGNEDACCORDINGWITH: WOOFORI&2STAME STORY STRUCTION UAL FOR 1&2 STORY DWELLINGS CHAPTER 3 PRESCRIPTIVE DESIGN 9 DETAIL 1 DETAIL 11 DETAIL ROOF RAFTER/TRUSS TO TOP PLATE CONNECTION P N INDEX SCALE: V=1'-0" SCALE: V=1'-0" SCALE: 1"=1'-0" (PRESCRIPTIVE DESIGN) *UPLIFT IPTPLIFT =236#PER TABLE 3.3 (SEE DETAIL#2 FOR CONNECTION REQUIREMENTS) A-1 FOUNDATION PLAN 'LATERAL 8 SHEAR PER TABLE 3.4A (PROVIDE(4)#8d COMMON NAILS @ A-2 FIRST FLOOR PLAN EACH R.R.&C.J. CONNECTION TO TOP PLATES(TOE-NAILED) A-3 SECOND FLOOR PLAN WALL TO WALL CONNECTION A-4 ROOF FRAMING PLAN (PRESCRIPTIVE DESIGN) A-5 ELEVATIONS °UPLIFT =NOT USED#PER TABLE 3.3a (SEE DETAIL#9 FOR CONNECTION REQUIREMENTS) A-6 ELEVATIONS _ °LATERAL&SHEAR PER TABLE 3.3A (PROVIDE(3)#16d COMMON NAIL PER STUD TO A-1 SEGTION5&PLUMB.RISER PLATE CONNECTION 518"ANCHOR BOLTS A-8 51MP50N DETAIL SHEET o c FASTEST-MILE WIND SPEED (MPH) WALL ASSEMBLY TO FOUNDATION CONNECTION A-1 GENERAL NOTES PAGE 1 1995 SE H (PRESCRIPTIVE DESIGN) A-1 GENERAL NOTES PAGE 2 o j j •� 1995 SBC HIGH WIND EDITION 110 o cf °' 'UPLIFT PER TABLE 3.4B (PROVIDE(4)#Sd COMMON NAILS @ EACH END OF A-11 NIA •� ANCHOR BOLT FOUINDATIOli BRACING WALL PERI R MAXIMUM ANCHOR BOLT 1-1/4"X 20 GAGE STRAP ° f CONNECTION SUPPORTIN EDGE NAIL SPACING(IN.) SPACING(IN.) A-1 NIA SEE ELEVATIONS FOR LOCATIONS PER TABLE 3.2B (PROVIDE 518"DIA.ANCHOR BOLTS @45"O.C. A-1 N/A eyAe r. ' WITHIN 1'-0"OF ALL CORNERS AND MIN.2 PER WALL A-1 NIA SILL PLATE TO FOUNDATIO °�•Y MODEL STUD EMBEDM MIN. MIN. 2 STORIES ALL @ 32"o.c. (CRAWLSPACEORBASEME T) A-1 NIA :$1;8 a %e•S NO. L DIA DEPTH` END EDGE �— a$$'+ •�+• DIST. DIST, A-1 N/A FB#Sx5 5 518 312 2 1ST 'LATERAL&SHEAR PER TABLE 3.2A PROVIDE 5/8"DIA ANCHOR BOLTS SHEET NAME 2"MINIMUM SIDECOVER @45"O.c. Smpwn Strorg-Tie 'OVERTi1RNNING PER TABLE 3.1 TF HOLDOWN CAPACITY TO BE 3488#PER STORY 6-1 51 M P50 N D ETAIL5 IRS" °(RFB#5x5) BP/LBP BEARING PLATES °ANCHOR TYPE A L-BOLT HOLD DOWN DETAIL @ FNDTN. WALL (SEE DETAIL#14) DETAIL DETAIL 14 DETAIL "� OT• 34?8 SHEET 1i 1 DATE 1311/24/15 �� SCALE: 111=11-011 SCALE: 1"=1'-0" SCALE: 1"=l"-0" X1/4"•l'-O" DIVISION 1-GENERAL REQUIREMENTS b.Horizontal Shear:Fv=75 PSI MAN NO RES" c.Compression perpendicular to grain: Fd-=405 PSI a.Top Chord Plane:Property installed plywood sheathing with staggered joints and correct nail tg should J ROAD /'� }'t 1.Work performed shall comply with the following: d.Compression parallel to grain: Fc=875 PSI adequately brace the top chord plan. However,when gable end trusses are used,continuous 2 x 4 braces should be 32 '^1EL5 7 L5 a.T,)cue general notes unless otherwise noted on plans or specifications. a.Modulus of elasticity: E.1,600,000 PSI installed at a 45'angle to the truss framing.These braces should occur at 3 points on each gable and:midspan b.Building Code as specified on the architectural drawings. f.Moisture Content: 19%maximum. between roof center-line and wall on each side of center-line and at center line of roof. 50UTHOLD �� 11�� c.All applicable local and state codes,ordinances and regulations. b.Web Member Plane:Provide continuous 2 x 4 braces at 45deg angle from the bottom chord of the truss. This brace r d.In areas where the drawings do not address methodically,the contractor shall be bound to perform in strict 2.Other species may be used provided substituted species shall meet or exceed requirements noted above. should cross at least 4 adjacent trusses and terminate at the truss ridge. Securely nail this brace to all members it compliance with manufacturer's specifications and/or recommendations. 3.Moisture content All lumber 4"and deeper shall have moisture content not greater than 19%,air dried lumber is crosses.Install this bracing at all gable or end wall conditions and at 14 toot minimum intervals throughout the buss 2.On-site verification of all dimensions and conditions shall be the responsibility of the general contractor and desired but not necessary.Lumber may be kiln dried,however drying process must be slow and regulated to cause a system. his subcontractors minimum amount of checking,comparable with air dried stock. c.Bottom Chord Plane: Provide continuous 2 x 4 braces on top of the bottom chord of all roof busses.Three rows WINDOM: CODE COMPLIANCE 3.Noted dimensions take precedence over scale.Never scale directly from drawings.Contractor should 4.All exterior lumber and lumber in contact with masonry or concrete shall be pressure preservative treated In minimum are required located at One 1/4 Points of the truss span.Securely nail these braces to all members that it consult Architect in case of question. accordance with AF&PA standards and stamped"Ground Contact 0.40 Ibslcubic foot". crosses. iVOTE: 4.The general notes and typical details apply throughout the job unless otherwise noted or shown. S.Grade stamps shall appear on all lumber. S.Wood Floor Trusses: ALL WINDOWS IN HABITABLE SPACES MEET 5.Discrepancies:The contractor shalt compare and coordinate all drawings;when in the opinion of the 6.Store all lumber above grade and protect from exposure to weather. 1.Floor trusses to be manufactured and Installed in strict accordance with manufacturers recommendations.All REWIREI ENTS OF THE THE NYS BUILDING CODE contractor,a discrepancy exists he shall promptly notify the Architect,In writing,before proceeding with the B.Flitch Beams: spans,Joist depth and spacing to be verified by manufacturers.Shop drawings indicefing calculations,loading,had FAR LIGHT,VENTILATION AND EGRESS. work or he shall be responsible for the same and any indirect results of his action. 1.Flitch beams shall have a minimum to=15000,E=11.4 with 1/2"bolts located not closer than 2"from the top and test data and any other information requlted shall be sealed by a professional engineer registered in the jurisdiction NOTE: 6.Omissions:Architectural drawings and specifications shall be conskiered as part of the conditions for the bottom edge unless otherwise noted. There shall be a bolt top and bottom 2'from each end(see typical flitch plate where construction is taking place. Truss manufacturer shall verify all spans,dimensions,bearing.points sparing,etc. ALL NEIN WINDOWS SHALL MEET THE NYS CODE FOR: work. In the event that certain features of the construction are not fully shown on the drawings,current bolt pattern detail). Fabricator must submit two sets of complete shop drawings and moss layout plan,each sealed by a professional 1.ENERGY CODE COMPLIANCE national,state and local codes,ordinances,regulations or agreements as well as current acceptable building C.Joist Hangers: engineer registered in Abe jurisdiction where dheeonstnletion.ie laking place,Mo Ecgineerprior to fahricadioa,wane.ter 2.WIND AIRBU PRESSURE DESIGN LOADS Engineer's records and one to be returned to contractor after review. 3.A�NE4IBJECT IMPACT LOADS OR O canadines shall govern,and Meir Construction shall be of the same character as for similar conditions that are t.All purlins,joists and beams not framed over supporting members shall be supported ALTERNATIVE.PROTECTION SHALLBE PROVIDED show)or noted. 2.Joist hangers shall be prime quality steel which conforms to ASTM-A525,min.22 gauge. Products acceptable 2.Store busses above grade on wood sticking to prevent contact with bare each Cover with tarpaulins to prevent IN COMPLIANCE WITH SECTION R3012.12 AND 7.TheArchitect will not be responsible for and will not have control over construction means,methods, shall be Simpson,Kant-Sag,or equivalent. exposure to the elements.Always sloremprlgit uspedallyI stackJng. TABLE R3012.12(FASTENE"Puired within 1 rile of water) techniques,sequences or procedures,or for safety precautions and programs in connection with the work,and D.Bolts in Wood Framing: DIVISION 7-THERMAL AND MOISTURE PROTECTION PROTECTION METHOD OF COMPLIANCE: will not be responsible for the failure of the Client or his contractors,subcontractors,or anyone performing 1.All bolts in wood framing shalt be standard machine bolts with standard malleable Iron washers or steel plate 'flAOD STRUCTLA2ALPANELS WITH AMINfMl1M7HICIfNE55 OF 7118' any of the work,to tarty out the work In accordance with the approved contract documents. washers. A Roofing: .(11.1 MM)AND A MAXIMUM SPAN OF 8FEET SHALL BE PERMITTED FOR 8.Any and all drawings and specifications for sflework,plumbing supply or waste,electrical circuitry,and 2.Steel plate washer sizes shall be as follows: ingles over 1 layer of 30#asphalt saturated Telt underiayment OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS.PANELS heating,ventilating,fabricated trusses,and air conditioning systems are not a part of the professional services a.1/2"and 518"Diam.bolts-2-1/4"sq.x 5/16" 1.Fiberglass Shingles:THIRTY(30)year self sealing sh unless otherwise noted. Install accordingto manufacturers instinillons. ATTASHALL BE PRECUT TO COVER THEED,ATT OPENINGS S WITH provided to the Client by the Architect unless Included under their agreement.Any discrepancies with these b.3/4"Dia.bolts-2-5l8"sq.x 5116". PROVIDED I ACCORDANCE PROVIDED.LE 3ACt.12.OR SHALL BE documents by any of the above listed services as shown In documents prepared by others should be indicated 3.Each bolt hole in wood shag be drilled 1/16"larger than diameter of bolt. 2.Cedar Shakes:ur grade y an 1bel cedar shakes#as..ver a over one layer ale a.s.f.froundm bottom a Install with 4 PROVIDED T ACCORDANCE WITH TABLE 301. CLADDING SHALL BE 1/2'weather exposure.Appy an 18"wide strip of 30#a.s.f.over each worse of shakes,9'from bottom edge of shake DESIGNED TO RESIST THE COMPONFNTS AND CLADDING LOADS MSIONS OF THE In writing to the Architect immediately. 4.For sill anchors,see typical details on architectural drawings. 9.Prior to application for building permits,the Contractor will furnish the Architect with two sets of shop E.Lap Botta: extending overtop rf shake and onto sheathing. DETERMINEDUILDICOIN ACCORDANCE WITH THE PR 3.Eave Flashing:See note B-4,below. BUILDING CODE OF NEW YORK STATE. drawings of all prefabricated components,one set to be retained by Architect,the other set to be returned to 1.Shall be of structural grade steel. B.Flashing: contractor after review. Items requiring shop drawings include but are not limited to roof trusses,floor 2.Washers shall be placed under the head of lag bolts bearing on wood. Length of lag bolts shall be minimum 213 TABLE R301.ECTIO trusses,stairs,cabinets,vanities,etc.Should the design or configurations of any prefabricated component be depth of members being bolted together. 1.All fleshing,counts,flashing,and coping when of metal shah to OTTIOIfeSS than too.26 U.S.gorge corrwbn-resistant WIND BORNE DEBRIS SSTRUCTURAL PROTECTION FASTENING SCHEDULE metal. FOR WOOD STRUCTURAL PANELS(a,b,c,d) modified during construction from previously approved shop drawings,the Architect shall be furnished,prior F.Altering Structural Members: 2.Flash all exterior openings and all building comers with approved material to extend at least 4"behind was covering. FASTENER SPACING to fabrication,with revised shop drawings incorporating the revision. If the Architect is not provided with the 1.No structural member shall be omitted,notched,cut,blocked out or relocated without prior approval by the above information,the client shall defend,Indemnify,and hold harmless the Architect from any claim or suite Engineer. Do not alter sizes of members noted without approval of Engineer. Cover all exposedplywood atbullding comers with wvaterproof building paper. FASTENER PANEL SPAN 4 ROOT 6 FOOT / 3.Step flash at all roof to wait conditions.Flash and caulk wood beams and other projections through exterior walls or TYPE FOOT PANEL SPAN <PANEL SPAN I R Y�J 1*�1'1 V M. KU 5N ITZ P.E. whatsoever,including but not limped a all payments,expenses or costs included,arising a alleged to have G.Built-up Beams: arisen from prefabricated items. 1.Bufft-up beams or joists formed by a multiple of 2 x members shall be Interconnected as follows: 4.roof surfaces. sit FOOT �8 FWT 10.The conditions and assumptions stated in these specifications shall be verified by the contractor for a.Members 9-1/4'and less In depth:glue and intemall w/2 rows 16D nails at 12"o.c.staggered. of Eave flashing shoo Consist la two layers of 15#s insi cemented together in addition it required nailing from the edge ' A y� of the save up the roof to overlays point 24 inches inside the interior wall tine nithebullding. �•� ,6' +� �' 239 LAKEST. conformance to local codes end conditions. In the event of a discrepancy between these specifications and b.Members greater than 9-114'In depth or multiple 3 x members through bolt with 10 diameter machine bolts at C.Attic Ventilation: WOCDscREws local codes or conditions,the contractor shall notify the Architect in writing of the discrepancy and special 24"o.c.staggered. 1.EnciosedattictrussspacesandencbsadtoofTallasshallixaveawavendllatloniorsaparatespawwhhscreerxed �� 18' i6" 12' OG��Si��T �Y ' , engineering requirements shall be applied to Insure the building's structural integrity. H.Cutting of Beams,Joist and Rafters: ventilating openings protected against the entrance of moisture and rein in accordance with the WFCM,BCNYS BOCA 5-72 11.These requirements may be superseded by more stringent Information contained within 1.Cutting of wood beams,joists and rafters shall be limited to cuts and bored holes not deeper than 1/6 the depth of and CABO code,latest.(as applicable)edition and all state and brat codas and ordinances.See details on architectural a.THIS TABLE IS BASED ON 110 MP H.WIND SPEEDS AND A the drawings.The more stringent shall be followed. 93-FOOT MEAN ROOF HEIGHT 516-166-b105 s�.� 12.Soil conditions shall conform to or exceed the following Conditions: the member and shall note located in the middle of out of the span.Notch depth of the ends at the member shall not pians far locations and details. 5 1 b�1 bb b 105 b.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE Bearing Capacity:Min.2000 psf.field verified under all footings and reinforced slabs. exceed 1!4 the depth of the member. Holes bored or out Into joist shall not be loser than 2 inches to the tip or bottom W=STRUCTURAL PANEL. of the Joists and the diameter of the hole shall not exceed 1/3 the depth of the Joist.The tension side of beams,joists DIVISION 8-DOORS AND WINDOWS t.NAILS SHALL BE tOd COMMON OR 12d BOX NAILS. Water Table: Min.T-0"below bottom of all concrete slabs and footings. Footings,foundations,walls,and and rafters of 4 Inches or greater nominal thickness shall not be notched,except at ends of members. A.General d.STUCCO, SCREWS ARE ATTACHED D MASONRY I R MASONRY/ shall not be placed on or in Marine Clay,Peat and other organic materials. 13.Live Loads: Roof: 30psf.Floor:40psf(except slee in rooms:30 Exterior Balconies:60psf.Stair Landings: L Pipes In Stud bearing Nails or Shear Nails: 1.Windows in buildings located in wind-tJOrn@ debris regiats"A-(120 mph wind xotl@ Orwith-in title trtlle 17f the BTIJCCSTANT1'SHALL S ATTACHED MINIMUM UTILIZINGTI RAT P P sleeping Ps0• D g 1.Notches or bored holes to studs of bearing walls or partitions shall not be more than 1/3 the depth of the stud. ocean,bay and suund)tl s'hafl Crave glazed openlivp preftected frorn'whil-bottle debris orale building shalt be RESISTANT L CAPACIT AVING A MINIMUM ULTIMATE 40psf.Wind Load:15pst.Garage:50psf. Maximum foundation lateral pressure:40psf. Dead Loads:10psf. WITHDRAWAL CAPACITY OF 490 POUNDS SEAL 8 SIGNATURE' J.Bridging and Blocking: designed as a partially enclosed building in accordance with the Building Code of New York State.Glazed • Decks:40psf.Attics without storage 10psf.Attics with storage 20psf.Guardrails&Handrails 200pst 1.There shall be not less than one line of bridging in e eight feet of span in floor,attic and roof fmmin The opening protection for amld4xvirle debris shall meet the 1Frrements of the Miss'lte Test a1ASTW E t9% d 14.Bottom of footings shall extend below frost line of the locality and minimum T-O"below existing grade to 9^9 Y P g g TI Til es , bridging shall Consist of not less Man one by three Inch Wmber double nailed at each and or of equivalent metal and Of ASTM E 1886 undisturbed soil or soil compacted to 95%dry density having a load carrying capacity as specified in Note 12, bracingof equal rigidity.Mids an bridgingis not re required for attic or roof framing where joist depth does not \LException: THIS CERTIFIES THAT THESE PLANS WERE PREPARED UNDER QRpiESStON ". as verified by a soils engineer licensed in the locality where project Is being built. q g ty- D q g p exceed twelve inches nominal.Block solid at as bearing supports where adequate lateral support Is not otherwise \IWood structural panels with a minimum thickness of 7/16 inch(11.1 mm)and a maximum span of 8 feet(2438 #ti T31RECiKDN AND SUPERVISION AND TO THE BEST OF MY rSkO.aG M K001,1�y 15.AI,foundation wall backfill under slabs where distance from edge of wall to edge of undisturbed sod mm)shall be permitted for opening protection in one-and two-story buildings.Panels shall be precut to cover KNOWLEDGE,9ELiEf AND PROFESSIONAL JUDGEMENT 4, F provided.Block all stud walls at maximum intervals of eight feet with minimum o12 zeolid material with tight joints. exceeds 16',but less than 4'-0",shall consist of clean,porous,soil compacted in 6'layers to 99'h dry density the glazed openings with attachment hardware provided.Attachments shah g provided r accordance with COMPLY WITH THE LATEST PROVISIONS BU THE NEW YORK Provide 2 x firestops at mid-point vertically of stud wall.Bridging as required by floor truss manufacturers printed Table R3022.t.2 or shalt be de to resist til@ components and Gadd' loads determined in accordance or provide#4 rebar at 2'-0'o.c..1'-0'beyond edge of undisturbed soil and 1'-0'Into foundation wall. designed W m9 STATE t+NtFORM FIRE BUILDING CODE Instructions. ff- with the revisions of the B Code of New Yak State. 16.Free draining granular backfill(SM or better)shall be used against foundation walls consistent with the p ujlding ANDTHE NEW YORK STATE ENERGY CONSERVATION 9 architectural plans and related details. Equivalent fluid pressure of bac"ll not to exceed 40pcf(pounds per CONSTRUCTION CODE. K.Lintel Schedule: cubic foot). If backfill pressures exceed 40pcf,then walls must be designed for actual pressures by a 1.Unless otherwise shown,provide 1 lintel with 3'minimum bearing. registered Professional Engineer licensed in the locality where project Is being built 2.Lintel Schedule: 2.All Windows shall have insulating glass,or single glass with storm windows or equal.Sizes indicated on plans C, 3_ ! 17.Unbalanced fill not to exceed T-0"unless otherwise noted and substantiated by engineering calculations. Span: Size of Member are nominal only.Builder to Consult width window manufactunefto tietefmine exact sizes,tough opening,etc.At Backfill shall not be placed against walls until slabs-on-grade and framed floors are in place and have reached THF their design strength. Proper precautions shall be taken to brace foundation walls when backfilling. Where 4%to 4•-0" 3 tl2 x 3 1!2 x 12 or 2-2x8 least one with a net from each bedroom area shall have i net Gear opening area of 5.7 Sq.Ft.(grade floor e t 4'-1'to 5'-0' 4 x 3 112 x 5118 or2-2x8 Sq.Ft.)with a net clear height of 24",a net clear opening width of 20",and a sill height of 44"or less above the backfill is required on both sides,backfill both sides simultaneously. 5'-1"to6'-D" 5 x 3112 x 5116 or 2-2x10 floor for egress purposes. Glazing indoors and fixed glazed pants immediately adjacent to doors or wfthin 18" 6'-1"to8'-0' 6 x 3112 x 318 or 2-2x12 of the floor,which maybe subject to frequent and recurrent accidental human impact shall be tempered as per DIVISION 3-CONCRETE IBC,BOCA and CABO and state and local codes and ordinances. L.Plywood: 8 A.General: 1.All plywood shall be Doug fir or equal. It shall be manufactured and graded in accordance with 1.The concrete properties shall be as follows: U.S.Product Standard PS 1-83 for Construction and Industrial Plywood DIVISION 9-FINISHES Item Min.Comp.Strength Min-Aggregate size Slump 2.Each plywood sheet shall bear the"APA"trademark. A General @ 28 Days(PSI) 3.All end joints shall be staggered and shalt butt along the center lines of framing members. 1.All gypsum wallboard shall be Installed In accordance with the provisions of the BOCA,CABO and state and kcal Footings 3,000 112-1 4"%P1" 4.The face grain of the plywood shall be laid at right angles to the joists and trusses and parallel to the studs. codes and ordinances(as applicable). Slab-on-Grade 2,500 1/2"-1" 4"%P1/2" S.Nails shall be placed 318"minimum from the edge of the sheets.The minimum nail penetration Into framing 2.Gypsum wallboard shall not be installed until weather protection for the installation Is provided.Storage should be In NOTE: Walls 3,000 1/2"-1" 4"%P1/2" members shall be 1 1/2"for ltd nails and 1 378"for 10d nails. accordance with manufacturers instructions. ALL DRAWINGS AND WRITTEN Garage Slabs& exterior slabs 3,500 1/2"-1" 4"%P1"w/5% 6.All floors shall be nailed as per nailing schedule. 3.AN edges and ends of gypsum wallboard shall occur on the framing members except those edges which are MATERIAL APPEARING HERE IN air entrainment perpendicular to the framing members.All edges of gypsum wallboard shell be lex moderate Contact except in concealed CONSTITUTE ORIGINAL AND spaces where ore resistive construction Is not required. 2.Concrete work shall conform to all requirements of ACI-318 specificationsM.Corner Bracing: for structural concrete forduildings. with UNPUBLISHED WORK OF THE 4.The sizes end spacing of tasterxers shall comply with SOCA,CABO and state and local codes and ordinances(as 1.Unless otherwise noted,brace exterior comers of building with t x 4 diagonals,let Into studs,or with 4 x 8 applicable). DE516NER AND MU5T NOT BE 3.All reinforcement,anchor bolts,pipe sleeves and other Inserts shall be positively secured in place and plywood sheet of thickness to match that of sheathing,or with metal strap devices installed in accordance with 5.Provide moisture resistant drywall cement board allubs and showers as shown on details In architectural ndrawlrgs. DUPLICATED,USED OR D15GL ED located according to the appropriate architectural drawings and details manufacturers instructions(16 Ga.compression tension),or w/structural grade thermD-ply. 6.Fire-resistive Construction:Garage ceilings and walls when adjacent to a dwelling unit shag be of rated construction WITHOUT WRITTEN CONSENT. B.Reinforcing Steel: 2.Lap plates at all comers. according to the UL Design specified an the drawings when units aro designed under BOCA standards as indicated on the 1.Reinforcing steel shall be intermediate grade new billet deformed bars grade 60 conforming to ASTM& N.Nailing: drawings. 615.Welded wire fabric shall conform to ASTM A-185.See architectural drawings for sizes and locations. 1.All nailing shall campy with nailing schedules In WFCM,IBC,BOCA and CABO(as applicable),latest edition and 2.Detailing,fabricating and placing of reinforcement shall be In accordance with ACI-315 Manual of all state and local building codes,or maufacturees recommendations. Standard Practice for Detailing Reinforced Concrete Structures O.Fire Stopping: DIVISION 15-MECHANICAL REW1510N5 1.Fire stopping shall be provided to cut o8 all Concealed draft openings(both vertical and horizontal)with 2" A.Heating Ventilation and Air Conditioning: 3.All reinforcing bars which Intercept perpendicular elements shall terminate in hooks,placed two(2)inches nominal lumber or 2 thicknesses of 1"nominal lumber with broken lap joints or other approved material. 1.All work shall be M full acaxdance with all awrorrt codes and regulations of the govemirg ag clear trom outer face of element. P.Alignment: 2.Mechanical subcontractor to submit shop drawings Indicating duct layouts,condenser location,duct sizes,etc.to 4.The contractor shall notify the building official at least forty-eight(48)hours priorio each concrete pour. 1.All rafters and joists framing from opposite sides shall lap at least six(3)Inches and be nailed together with Engineer priorto installation.Mechanical subcontractorto review structural sop drawings and notify the Engineer of any No concrete shall be poured Into footings containing standing water or mud. Footings shall be dewatered min.(3)10d face nails. mechanical and stmdioral and design intent rxxnfiicYs priorkr aone'tisxdibn. prior to placement of Concrete. No concrete shall be placed until all reinforcing has been Installed by the 2.When framing end to end joists shall be secured together by metal straps. 3.All work shall be done In a neat and workmanlike manner and so as to not needlessly hamperlhat portion of contractor and inspected by the building official or county approved licensed inspector. 0.Pettibone: performed by dithers. 5.Minimum protective cover for reinforcing steel shell be as follows: 1.General: B.Plumbing: a.Footings:3" a.Provide solid blocking at 4'-0'o.c.between the joist and first Interior parallel joist. 1.All work shall be in full accordance with all current codes and reputations of governing agencies. b.Beams and columns: 2" b.Splices of the top and bottom portion of double top plates must be staggered a minimum of 4'-0'. 2.All work shall be done In a neat and workmanlike mannerand soas to not needlessly hamperthat portion of the work �1 c.Slab: 374'(Wire mesh to be placed at mid-depth of slab) c.Splices shall occur only directly over studs. performed by others. PLAN INDEX d.Walls-1 1/4"at Interior face: 3"at exterior face. d.Structural variations are allowed if substantiated by engineering calculations.Stamped by professional engineer 3.Plumbing subwrrtractorio mviewatructural and mechanical1foRwings and nobly the Ernginewof arryplumbing, A-1 -FOUNDATION PLAN C.Foundation: licensed to practice in the jurisdiction where construction Is taking place.One set of Calculations to be provided to HVAC,structural and design Intent conflicts prior to mnstrudion. 1.Footing depths are shown on the architectural drawings. Footings shaft bear a minimum of V-0"Into Engineer for approval prior to construction. A-2 FIRST FLOOR PLAN original undisturbed soil and a minimum of T-0"below finished grade.Where required,step footings to ratio e.Lap top plates at comers and intersections. ]DIVISION 76-ELECTRICAL A-3 SEGDND FLOOR PLAN of 2 horizontal to 1 vertical. 2.Bearing Wags supporting one floor or more: 2.Where conditions develop requiring changes In excavations,suax changes shall be made as directed by the a.Partitions must be Constructed of minimum 2 x 4 studs spaced 16'o.c.of type lumber specified. 1.All WOfIC Shall be in fifty aecordanoe with all current A-0 ROOF FRAMING Architect b.If a double top plate of less than 2-2 x 6's or 3-2 x a's Is used,floor joists shall be codes and shall comply with the requirements of the A-5 ELEVATIONS 3.All footing excavations shall be Inspected by the building official or county approved Inspector prior to the centered directly over and below bearing was studs with a tolerance of no more than 1"unless substantiated by serving placirg of any concrete. Same shall be given forty-eight(48)hours notice for this observation. power and telephone companies. 4.Soil Investigation and report:All earth work,compaction and supervisions shall be done according to the engineering calculations. A-6 ELEVATIONS 2.Ali work shall be done in a neat and workman c.Bearing stud walls must be sheathed with a minimum 112"gypsum board fastened according to drywall m like recommendations of the soil Investigation repos prepared by a licensed geotechnical engineer.Concrete slab manner and so as to not needlessly hamper that portion A-'i SECTIONS Lk PLUMB.RISER and tooting calculations are based on a 2,000 psf value. If on-site test boring Indicate lesser values,notify manufacturer recommendation. of the work Engineer,In writing,so that necessary structural modifications can be made. R.Wood Roof Trusses: performed by others. w4-8 5IMP50N DETAIL SHEET 5.Slab-on-grade shall be 4"thick reinforced with 6x 6 W1.4 x W 1.4 WWF and shall be placed on 6 mil. 1.Timber trusses shag be designed in accordance with accepted engineering practices.Calculations,joint strength information 3.Installation: A-q GENERAL NOTES PAGE 1 allowable load per square Inch or per nail,allowable a distance,allowable end distances bad test data and other a.All equipment installed outdoorand exposed to weather vapor Darneron4'crvshed alone. ( p aq p edge > shall be weatherproof. A-1 GENERAL NOTES PAGE 2 6.Slab-on-grade at porches shall be 4"thick unless otherwise noted. Information as necessary shall be submitted to local authorities for approval prior to fabrication.Each truss shall be b.Bottom of receptacles and switches shall be located 5" 7.Install anchor straps as per mfg.recommendations: 12'from comers and intervals of not more that 4'-0". secured at bearing with one"rafter tie'metal type anchor at each end. above countertop unless oto let wise TtOted on drawings. A-1 N/A Minimum embedment for anchors shall be as specified by manufacturer. 2.Scissor Trusses:Manufacturer to calculate horizontal thrust of trusses subjected to design loads and to include this c.Receptacles shall be installed vertically at 12"above A-1 NIA 8.Beam pockets shall be formed Into concrete walls to provide a continuous level flat solid bearing surface Information with shop drawings. Each truss to be secured at one end with a metal"rafter be'type anchor and a finish floor and 12'-0"o.c.horizontally. All receptacles for all beams. scissors truss Connector,'Simpson"or approved equal,at the other end to tle down the buss while penmitting the within A-1 N/A truss to move outward without detecting the wall. 6-0'horizontally of a sink lavatory or tub shag be wired to A-1 N/A DIVISION 6-WOOD 3.Truss diagrams and truss layout plan show design Intent only.Truss manufacturer shall verity all spans, a ground fault interrupted circuit. dimensions,heel heights,pitches,etc. Fabricator must submit two sets of Component shop drawings and truss layout d.Wall switches to be 48"above floor. A-1 NiA A.Lumber Grade: American Softwood Lumber Standard plan,each sealed by a professional engineer registered in thejurat iction where the construction is taking place,to e.All smoke detectors to be wired in a manner such that Grading shall comply with PS 20-70' Association standards. "and applicable Western Wood Products Engineer prior to fabricactivate all. SHEET NAME fabrication,one for Englneees records and one to be returned to contractor after review. the activation of one by means Of metal hangers.wiN NIA 4.Truss shop drawings indicating calculations,loading,load test data,horizontal thrust and any other information 1.All Comber shall be,unless otherwise noted,No.1-2 grade.SPF with the following minimum structural values. SH a.Extreme fiber bending stress:FB=875 PSI.,E=1.4 required shall be sealed by a professional engineer registered in the jurisdiction where construction is taking plow and be submitted to building officials prior to fabrication. G }�I � �I E I�E � '`0TE5 1 5.Store trusses above grade on wood sticking in such a way to prevent bending,warping or deflection of trusses. 6.Roof Truss Bracing: Install permanent bracing for an wood roof trusses as specified below. Follow all recommendations specified In Rracinm Wood Trusses. Commentary and Recommendations BWT-76 published by the PROJECTR 34?8 SHIECT4 Truss Plate Institute,Inc. sc�u!: ASS1 DATE 11/24/15 1/4"a V-0" MANNO RE5. d TABFOR STRUCTURAL R 525 INELL5 ROAD FASTENER SCHEDULE FOR STRUCTURAL MEMBERS DESCRIPTION OF BUILDING MATERIALS E NUMBER AND Y E OF SPACING OF FASTENERSfAS50 UTHOLD, NY 11971 t GENERAL NOTES: Joist to sill or girder,toe nail "d 1'x6"subfloor or less to each joist,face nail 2-8d 2 staples,1 3/4 1. NEW EXTERIOR WALL CONSTRUCTION TO CONSIST OF SIDING MATERIAL 13.ALL FLUSH HEADERS TO HAVE TECO FASTENERS AT CONNECTIONS OF HEADERS 25.EACH TRADE IS RESPONSIBLE FOR CHOPPING&ROUGH PATCHING AS REOUtRED 2"subfloorto joist or girder,blind andface nail 2-16d OVER 15 LB.BUILDING PAPER ON 12"CDX PLYWD. SHEATHING ON AND EACH FLOOR OR CEILING JOIST MEMBER. FOR THEIR PORTION OF WORK. Sole plate tojoist or blocking,face nail 16d Ill 2x4 or 2"x6 WD.WALL STUDS @ 16"O.C.W/3 12"(R-13)or 51/2"(R19) Top or sole plate to stud,end mail 2-16d - BAT INSULATION W/1/7 26. CONSTRUCTION TO CONFORM TO ALL CODES HAVING JURISDICTION.GYP.BD.INTERIOR. (3 COATS T&S). 14. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED Stud 4osole lalate,We+ri! 38d ort-Will - SHALL BE"TECO CONNECTORS"OR EQUAL AND SHALL BE CAPABLE OF 27. THESE PLANS ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE NEW YORK Double studs,face,nail 10d 24'ac. 2.INTERIOR WALL CONSTRUCTION TO CONSIST OF 2x4 WD.WALL STUDS @ 16"O.C. HANDLING LOADS @ CONNECTION POINTS. INSTALLATIONS SHALL BE IN STATE BUILDING CODE.WHEN BUILDING IN ANY OTHER JURISDICTION,EITHER INSIDE OR Double top plates,taco nail 10d 24"o c. W/(1)ONE LAYER 1/7 GYP.BD.EACH SIDE. (3 COATS T&S). STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATION&TSIDE THE CODE.,VARIATIONS MAY BE REQUIRED. IT IS THE RESPONSIBILITY OF THE PLAN Sole plate to joist or blocking at braced wall panels 3-16d 16' C. PURCHASER OR BUILDER TO VERIFY SUCH REQUIREMENTS WITH THE LOCAL CODE OR Double top plates,minimum 48'inch offset of end'oints, 3.FOR DIMENSIONAL CLARITY,NOMINAL DIMENSIONS ARE USED FOR WD.FRAMING 15. INSTALL 518"dia.ANCHORS BOLTS(NUT&WASHER)AT 45"o.c.W/MAX.17 FROM CORNERS face fiail in lopped area 8-1�d ENFORCEMENT OFFICER AND TO AMEND THE PROPOSED CONSTRUCTION AS SO REQUIRED. Blockin between sts or rafters to to late,toe nail 3-8d MEMBERS. 4"REFERS TO 2x4 WD.WALL STUDS&6"REFERS TO 2x6"WD.WALL NO LESS THAN 2 PER SILL,AT ALL SILL PLATE ON FOUNDATIONS WALLS. ALL SILL PLATES 9 la P P ' STUDS. DIMENSIONS ARE FROM FRAMING MEMBER TO FRAMING MEMBER& TO BE TREATED LUMBER WITH COPPER TERMITE SHIELD AND SILL SEALER BETWEEN 28. THESE PLANS ARE DESIGNED TO BE ACCORDANCE VM)H NEWYORK STATE ENERGY Rim joist to top plate,toe nail fid 6'o.c. NOT FINISH TO FINISH. FOUNDATION AND SILL. CONSERVATION CONSTRUCTION CODE AND THE BOCA ENERGY CONSERVATION CODE FORA Top plates,lap at comers and intersections,face nail 2-10d 6000 DEGREE DAY CLIMATE AREA.ALTHOUGH THE STANDARDS SHOULD BE APPLICABLE FOR Built-up header,two pieces with ILr spacer 16d 16'o.C.along aach edge 4.ALL STRUCTURAL FRAMING LUMBER TO BE DESIGNED IN ACCORDANCE 16.INSTALL 5"ALUMINUM GUTTERS AND LEADERS AS REQUIRED HIGHER DEGREE DAY CLIMATES,VARIATIONS AND ADJUSTMENTS MAY BE REQUIRED,AND SHOULD BE VERIFIED. HUD REQUIREMENTS,PARTICULARLY IF USING ELECTRIC HEAT MIGHT Continued header,two pieces 16d 16"o c.along each Age WITH THE RECOMMENDATIONS OF THE NATIONAL FOREST PRODUCTS 17.STRUCTURAL RIDGE TO BE SUPPORTED WITH 4x4 POSTS(U.O.N.) DIVISION. ALL FRAMING LUMBER IS TO BE DOUGLAS FIR HAVING THE REQUIRE HIGHER INSULATION VALUES. Ceiling joists Continuous head plate,toe nailed 3 ader to stud4- ,foe nail 4-Bd - FOLLOWING VALUES:#1 fb=950 psi.,E=1.5,#2 fb=850 psi E=1.3. 18.ALL GYPSUM BOARD IN BATHROOMS AND BEHIND KITCHEN SINK AND WET APPLIANCES29. THE ARCHITECT HAS NOT SEEN ENGAGED FOR CONSTRUCTION SUPERVISION OF ANY KIND. Ceiling joist,laps over partitions,face nail 3-40d 5.ALL FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRIDGING OR IN KITCHEN TO BE WATER-RESISTANT TYPE. AND ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES, SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS 1N Ceigng jdst to parallel rafters,sere nail 3-10d - BLOCKING @ INTERVALS NOT EXCEEDING EIGHT FEET. SPACING IS TO BE CENTERED AT EQUAL DISTANCES. 19.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PATCH AND REPAIR ALL CONNECTION WITH THE WORK.THERE ARE NO WARRANTIES,NOR ANY IMPLIED IN THE Ratter to plate,toe nail EXISTING SURFACES ADJACENT TO NEW CONSTRUCTION(WALLS,FLOORS,CEILINGS) USE OF THESE PLANS. 1"brace for each stud and plate,face nail 2-Bd 2etepbs,19/4 6.ALL CATHEDRAL CEILING RAFTERS SHALL BE ANCHORED TO FRAMED WALLS TO ORIGINAL CONDITION. 30. DO NOT SCALE DRAWINGS. FOLLOW DIMENSIONS ONLY. 1"x6*sheathing to each bearing,face nail 2-8d WITH'HURRICANECLIPS" 2 staples,1 314 IRYIN6 M. KU5NITZ P.F. 20.CONTRACTOR SHALL EXERCISE GOOD JUDGMENT TO MINIMIZE DAMAGE TO EXISTING 1"x8'sheathing to each to each bearing,face nail 2-Ad 7.ALL POSTS UNDER HEADERS OTHER THAN HEADERS FOR WINDOWS AND DOORS LANDSCAPED&PAVED AREAS. ANY DAMAGE INCURRED AS A RESULT OF NEW 3 staples,13A TO BE MINIMUM 4"x4"(UNLESS OTHERWISE NOTED) CONSTRUCTION SHALL BE RESTORED TO THE ORIGINAL CONDITION. GRADING AROUND Wider than 1"x8"sheathing toeach bearing,face nail 3.8d 23q LAKE 5T. NEW CONSTRUCTION SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING. 4 staples,1 3/4 8.INSTALL BLOCKING BETWEEN JOISTS UNDER WALLS RUNNING Buih up corner studs 10d 24"o.c. OGEAN 51 D E, NY 115-12 PERPENDICULAR TO JOISTS. BLOCKING TO BE SAME SIZE AS JOISTS. 21. ELECTRICAL WORK TO CONFORM TO THE NATIONAL ELECTRIC CODE AND ANY OTHER Built-up girders and beams,2-inch lumber layers 10d Nail each lay r as follows: APPLICABLE LOCAL CODES. PROVIDE MINIMUM OF ONE SMOKE DETECTOR IN EACH BEDROOM 32"o.c.at top d bottom 9.ALL INTERIOR DRYWALL SHALL BE PRIMED AND PAINTED W/2 FINISH COATS AND ONE ON EACH FLOOR,INCLUDING CELLAR.SMOKE DETECTORS ARE to be HARDWIRED TOGETHER. and stagge ed oro malts et ends and at each spice 2"planks 2-16d At each bearing 10.DOUBLE RAFTERS AT ALL SKY LIGHTS. PROVIDE DOUBLE FRAMING 22.ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL PRESSURE Roof rafters to ridge,valley or hip rafters: MEMBERS(SAME DIMENSIONS AS ADJACENT ROOF FRAMING)AS HEADERS OF 2 TONS PER SQ.FT.AND SHALL HAVE MINIMUM COVER OF 3'-6'OR AS NOTED. toe nail 4-16d FOR SKYLIGHTS. face nail 3-16d SEAL&SIGNATURE: 23. CONCRETE TO BE PLAN,UNREINFORCED,MINIMUM 3,000 P.S.I.28 DAY TEST,PREDICATED ON Rafter des to rafters,face 3-6d - 11.DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND THE ABOVE SOIL ASSUMPTION. IF OTHER SOILS ARE ENCOUNTERED,LOWER BEARING VALUES Wood structural panels,subfloor,roof and waNaheafhing to framing,and particleboard wall sheathing to framing ALL OPENINGS ARE TO BE ASSUMED,AND THE FOUNDATION MUST BE REDESIGNED. ALL FOOTINGS ARE TO REST ON VIRGIN,UNDISTURBED SOIL. 3/18-12 fsfl6 fid common nail(suoor,wall) f PR OS F 12.ALL HEADERS OVER WINDOWS AND DOORS TO BE(2)2 x 8 @ EXTERIOR WALLS 8d c orn mon�g(rocitf) G M. kusA�Ci�� W/MINIMUM OF 4"BEARING AT EACH END. PROVIDE MIN.V-E"A.F.F.TO UNDERSIDE 18132-1 fid common nag S 12 OF HEADER(UNLESS OTHERWISE NOTED) 24.EACH TRADE IS RESPONSIBLE FOR BROOM SWEPT CLEANING OF JOB SITE r1 t'2r. AT THE END OF EACH WORKING DAY. 1 11B-1 1/4 fOd common nail or fid deformed troll 8 12 ti THIS STRUCTURE COMPLIES WITH THE STANDARDS OF DESIGN AND CONSTRUCTION IN ACCORDANCE TABLER602:3(1) -continued fAS1rENERSCRE't1LEfORSTRUCTURALMEMBERS No, 369a� WITH THE AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION MANUAL FOR �INE$flt1� RPTION 81JLING LFSCRPTIONLFFAS7ENQbo,d.e GDF FASTENERS O FAMILY DWELLINGS WFCM) MATERIS Edges(inches) (ntermediate s upportsONEANDTWinches) c,e. Other wall shea!hingb 12'regular celhAosie 112"galvanized roofing nail fid 3 8 fiberboard sheathing common nail staple 16 ga.,1 12 long 12 structural cellulosic 1 12"gaalvanized roofing nail 8d 3 6 fiberboard sheathing xommon T1atl staple 18 go..1172 kmg 25/32 structural cellulosic 113/4"galvanized roofing nail 8d 3 6 NOTE" fiberboard sheathing .common nail staple 16 ga.,13/4 long ALL VRAWING5 AND WRITTEN 112 gypsum aheathing 1 12"galvanized roofing nail; MATERIAL APPEARING HERE IN ed corwmon rant,staple galvanised, 4 8 GON5TITUTE ORIGIN&AND 1 12 long,1 1/4 screws,lype W or s {jNPUSL}51#ED V40RK OF THE 518 gypsum sheathing 1 W4"galvanized roofing nail, 4 8 DE5IGNER AND MUST NOT 8E 8d common nail;staple galvanised, DUPLICATED,USED OR DISCLOSED 1518 long:1 5/8 spews.typo W ors MTHOUT WRITTEN CONSENT. Wood structural panels,combination subfloor underiayment to framing 3/4 and less 6d deformed r ail or ad common nag 6 12 7/8.1 8d common nail c r fid deformed nail 6 12 REVISIONS TABLE R301.2(1) 1 1/8-1 1/4 10d common n it or8d deformed nail 6 12 DATE ISSUE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA For 81:1 inch=25.4 mm,1 toot=304.8 mm,1 mile per hour=1.609 kmlh GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WIN TE ICE SHETLD FLOOD . SNOW DESIGN DESIGN UNDERLAYMENT HAZARDS LOAD SPEED MPH Weathering Frost Line Termite Decay TEMP .REQUIRED a.All nails are smooM•mmmon,box m deformed shanks except where otherwise stated.nails used for framing and SPEED(MPH) CATEGORY depth Depth NONE sheathing Connections shall have minimum average bending yeikl strengths as Tolima:80 ksi(551 Mpa)for shank IRAT SLIGHT TO 1rAssAu t3 VALLEYS& diameter of 0 912'(20d common nag),90 ksi(620 Mpa)for shank diameters larger than 0.142"but not larger 45 110 MPH C SEVERE " To HEAW MODERATE suFroLx tt N/A than 0 177",and 100 kai(689 Mpa)for shank diameters of 0 142"or lase. PERIMETERS b.Staples are 18 gape wire and have a minimum 7118-inch on diameter crown width. �/ c.Nails shat be spaced at not more than Ir on tenter at at supports w!ere spans are 48 incites or greater. P N I N X d.foarfootty.e_motorsfoot-by-g-iootponelsshall be applied vertically. A-1 FOUNDATION PLAN a.Spacing offesteners not lnckrded In 9gstable"I be Meed an Table R602.3(1) A-2 FIRST FLOOR PLAN I.For regions having basic wind speed of i l0 m.p.h.or greater,8d deformed nails shall be used for attaching A-3 5ECOND PLOORPLAN pywood and wood structural panel mof sheathing to framing within minimum 484ndh distance from gable end waits,if mean roof!right is more than 25 foot,up to 35 feet maximum A-4 ROOF F RAM I N G PLAN g.For region having basic wind speed of 100 m.p.h.or less,sells forsteching wood structural panel roof sheathing A-5 ELEVATIONS to gagble end well taming shall be spaced 6 Inches on center.When basic wind speed is greater than 100 m.p.h., nails for attaching panel roof sheathing to inlm eetlisto supports shall"be spaced on oemerfor minimu7m 48-Inch A-6 ELEVATIONS distance from ridges,eaves and gable and walls;and 4 Inches on center togable end wag framing. A-7 5EGTION5&PLUMB.RISER h.Gypsum sheathing shel conform.to ASTM C 79 and shall:be imaged in accordance with GA.253.Fiberboard sheathing shat conform b ASTM C 206. A-5 SIMP50N DETAIL SHEET I.Spacing offasteners on floor sheathing panel edges applieslD petrel edgessupporled byirarmlmgmambe, andatall A-9 GENERAL NOTES PAGE 1 :floor permial rsonly'Spacing offasteners on mufahaathkp parol edges appl'mslo panel edges supported by framing members and atoll toof,plane perimeters.Blocking of roof or fico sheathing panel edges perpaodicular to the framing A-1 GENERAL NOTES PAGE 2 members alai not be required exrnpt adkhterseCtion df adjamm Coot pleFles Floor and roof perimeter shat ba supported by framing members or spud blocking. A-1 11 N/A A-1A NIA A-11 N/A A-1 N/A A-1 N/A A-1 N/A STRUCTURAL DESIGN LOADS: ROOF LOADS: SHEET NAME WALL LOADS: LIVE LOAD b W/ATTIC SPACE BELOW: LIVE LOAD 45 LBS PER SQ.FT. FLOOR LOADS: DEAD LOAD 10 LBS PER SQ.FT. DEAD LOAD 7 LBS PER SQ.FT. 6 E N E RAL NOT E✓ 2 LIVING AREAS: LIVE LOAD 40 LBS PER SQ.FT. DECKS: LIVE LOAD 40 LBS PER SQ.FT. SUPPORTING SHTRX CL+G: I_IVE'LOAD 30 LBS PER SQ.FT. DEAD LOAD 10 LBS PER SQ.FT. DEAD LOAD WLBS f-R SQ.FT. DIEAD LOAD 15 LBS PER SQ.FT. SLEEPING AREAS: LIVE LOAD 30 LBS PER SQ.F7. BALCONIES: LEVE LOAD 60 LBS PER SQ.FT. CEILING LOADS: 5HEET*LIVE LOAD 20 LBS PER SQ.FT. neoxcrs 3478 DEAD LOAD 10 LBS PER SQ.FT. DEAD LOAD 10 LBS PER SQ.FT. DEAD LOAD 10 LBS PER SQ.FT. PATE 11/24115 - 10 SCALE 1/4'r.1.-0.. PROPOSED BUILDING COVERAGE PLOT PLAN OF OVER UPLAND AREA (80,010 sq. ft.) LOT 2 WELL DESCRIPTION AREA X LOT COVERAGE MAP OF PROPERTY OF HOUSE 2.121 sq. ft. 2.7% JOHN SCOTT PORCH 753 sq. ft. 0.9% to FILE No. 11699 FILED APRIL 27, 2009 BREEZEWAY 275 sq. ft. 0.3% E ro o SITUATE 9 GARAGE 638 sq. ft. 0.8% �IOIp\yo4� L4 PECONIC 0TOWN OF U POOL 300 sq. ft. 0.4Y. SUFFOLK COUNTY, NEW YORK TOTAL PROPOSED 4,087 sq. ft. 5.1% a�1' N S.C. TAX NO. 1000-75-06-3.2 I o SCALE 1"=50' NOVEMBER 4, 2015 F.1 I a I to TOTAL AREA = 106,245 sq. ft. •0 111, I Q10 2.439 cc. e \ 1 I I WETLAND AREA = 26,235 sq. ft. UPLAND AREA = 80,010 sq. ft. %P 1 \ `�• \ �e��. \ \ \ v' NOTES: 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1988 DATUM ,11 r 1 .I l \ �l` O �( EXISTING ELEVATIONS ARE SHOWN THUS:1O %J�S O \\ \` I \\ \\ EXISTING CONTOUR LINES ARE SHOWN THUS: -----5----- O'LlO. I I 1 \ \ �,�: - PROPOSED CONTOUR LINES ARE SHOWN THUS: - !O� 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 SEDROOM•HOUSE IS 1,000 GALLONS. TANK; S' die. X 5' EFFECTIVE DEPTH (1,500 GALLONS) 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ff SIDEWALL AREA. �• <•09-f' OQJ�c / 11 ` (/ 1� ! 1 \ �• 3 POOLS; 4' DEEP, e' die. ��• OC�y0� CI y \ i� 11 I +11i` \ In PROPOSED SOX FUTURE EXPANSION POOL 0 11 Oi�J, ® PROPOSED 8' DIA. X 4' DEEP LEACHING POOL L� \ �.� o o PROPOSED 1,500 GALLON SEPTIC TANK �O I F�F+Ap A 1 '/ �vp�l t �1 I "` 1 \ lr• 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD I 95F 9 1 �-b(J� I 1 1 I I °y�o I, l \ "P; C� OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. S. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 3510300152 H ZONE AE BASE FLOOD ELEVATIONS DETERMINED �, ZONE X': AREAS OF GE ANNUAL O LESS T FLOOD;MEAS OF 1X ANNUAL CHANCE FLOOD O WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRPINAGE AFtFJS LESS THAN ��G ' I Q 1 �� 1 /( I t SQUARE MILE;AND AREAS PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE FLOOD. ALO 1 ++ I I /� Q I rG \P, I I 1 \ ZONE X: AREAS DETERMINED TO BE OUTSIDE THE D.2%ANNUAL CHANCE FLOODPLAN. X11(7 1 SS 0 O��) � i 2 /t •1�I, / i `\ DA!/NAGE SYSTEM CALCULATIONS, �/ `y i O (\ ��•\\ ro \ I`A /f t O / / I �" • DRIVEWAY AREA:4,050 sq. ft. 4,050 sq. I1.X 0.17 - 6B9 cu. f1. Nk / 't 1 �,b r I t / I I .��5 689 cu. ft./42.2 s 16 vertical ft.of 8'die.leaching pact required PROVIDE(4) 8' die. X 4' high STORM DRAIN POOLS I�.�'s I EO ' I /' I 1 I "/ (` Lt I .1,I1, I 1 5 �Ej• GARAGE R BREEZEWAY ROOF AREA: 875 sq. fl. 800 w• ft. X 0.17 = 109 cu. ft. 149 cu.ft./ 42.2 = 4 vertical ft. of 8'die. leaching pool required I 7 140N F B eppC t I Ili, 11 ( PROVIDE(1)8' die. X 4' high STORM DRAIN POOL \ I 1 I I \ ;• ` HOUSE ROOF AREA: eq. N. 2,875 sq. 11. %0.17.17 = 489 cu. f}. 489 cu. ft. /42.2 = 12 vertical R.of 8'die. leaching pool nqutmd \ ( I II `•1� I /! \ 1 -L•����r PROVIDE(3) 8'die.X 4' high STORM DRAIN POOLS S Zg 50'MIN. }IJ\\ \ ^ Qy (� .111, �� L1�t�'2�A0 `\\ \\ I \ KEEPOSBOIMENT ON SUFFICIENT 0 1 \9Q Gt sF \ l SPAY ,z,I \ `\C'P�s \\\ \\ \\ 1+11, !CP OO. I SILT FFENCINGND/OR 14 \ Ill, r---------------------------- N '�\ 1 i 4- d> O \ y f \ 60 O A HAY BALES AND/OR ♦• 1 SILT FENCING 1 � 1010 gip�L 1 \\\\ 1 9 o4to 5y� f0 1 �� \ \ PLAN VIEW ROAD STING GRADE 6J U• \ \\F�\\ \ \\41 \\ � . r , •a F \ F \ / O. '�; HAY BALES ANO/OR SILT FENCING O \ 4 + CONSTRUCTION ENRANCE BASE OF \ 7p 1 ^0 04 \ O • '+" COMPACTED 3/4"STONE BLEND \I \ F /_ \ OR N.Y.S. D.O.T.APPROVED R.0 `rQ �'• I ' A \ \ D� •\ • R.C.A. TO 18'MIN.ABOVE EXISTING GRADE TO ALLOW FOR DRAINAGE CROSS SECTION TEMPORARY CONSTRUCTION ENTRANCE �cS NGP�� � \\\ QG��� +• �\\ (NOT TO SCALE) \ S TYPICAL STORMWATER UNIT \ (TOPS TO BE TRAFFIC BEARING) e\ (NOT TO SCALE)GRATE OVER CAST IRON INLET FRAME h COVER (FIOCKFiART X63518 TYPE 6840) TRENCH GRAIN d+ FINISHED GRADE OR B"THICK REINFORCED CONC. COVER 0 0 B'TRAFFIC BEARING SLAB ( ALK m ) .OP. -PIPE FROM ROOF GUTTERS .rZ+o N/0/F o ALFRED X DiNUNZ10 Jr. CRUSHED 3/4•- 1-1/2'STONE z I BARBARA H. DiNUNZ10 ALL AROUND w LEACHING RINGS REINFORCED PRECAST CONC. 3'-0" 4000 PSI O 28 DAYS S-0- (min.) 4' o -I E STORMWATER MANAGEMENT NOTES: cRour4o WATER 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING STEEL OR WOOD AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. EXTRA STRENGTH FILTER FABRIC POST (TYP.) / REO'D. WITHOUT WIRE MESH SUPPORT 36' HIGH POLE (MAX.) 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, STEEL OR WOOD POST A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF 10' MAX. O.C. SPACING U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING W/WIRE SUPPORT FENCE "ll FLOW AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. s' MAX. O.C. SPACING W/0 WIRE SUPPORT FENCE THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS �`" FLOW TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THESCREEN TO AN \j�\\ �\\j/\\j� SCREEN IS REMOVED. APPROVED UPLAND LOCATION BEFORE THE ATTACH ER FABRIC SECURELY 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, TO UPSTREAM SIDE OF POST h / /\/ 4' X 8" TRENCH A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL_ ^yr \ ✓i\\ \\/ W/ 5- TRENCH BE SCREENKAT THE END BASE NOFATHEHREQU RED SILT SCRE BASE OF THE QENRE HE IBALES BACKFILL \\i / SILT FENCE DETAILS SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS NOT To SOLE NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED TRENCH DETAIL AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO (NOT TO SCALE) OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. OFF-SITE TRANSPORT. 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. TO BE USED WHERE TOPSOIL IS NECESSARY FOR NOTES: 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED REGRADING k VEGETATING DISTURBED AREAS. 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE ON THE PROPOSED RESIDENCE. TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE DRY AND STABLE. 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH B. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM' THIS PROJECT SHALL BE AND REQUIRED PERIOD OF USE. 2 SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW SLOPE OR LESS y y y y 1 IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF STABILIZE ENTIRE PILE FINAL GRADING, OR BY THE.EXPIRATION DATE OF THE BUILDING PERMIT, WITH VEGETATION OR COVER y y y y y y WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE " VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO y y y y y y y TIME OF YEAR. TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION AND GROWTH. PREPARED IN ACCORDANCE WITH THE MINIMUM 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA .V y y y y y y y STANDARDS FOR TITLE SURVEYS AS ESTABLISHED VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER BY THE L.1-A.L.S. THAN 1 SQUARE FOOT IN SIZE. y y y y y y y y y y N, USE UAND APPROVED AND ADOPTED FOR SUCH USE 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR BY THE NEW YORK STATE LAND TITLE ASSOCIATION. SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO OF N r�� THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, \. OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR G0. CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. TC3ap STRAW BALES OR SILT FENCEp �F 5' SOIL STOCKPILE ` '- 9 (NOT TO SCALE) PROPOSED SEPTIC SYSTEM DETAIL �� - f (NOT TO SCALE) L F.R14.0' .oErPBOn"„N°. \� �.`r .S. Lic. No. 50467 FINISHED GRADE f• 4`'�1` PRECAST REINFORCED CONCRETE COVER EIEV' t2.a FINISH GRADE BLASTED 1'DEEP min.T BEEP VER 24-di..LOCKING,WATERTIGHT t INSECT PROOF ELEV. GST IRON COVER TO GRADE MIN 4"die UNAUTHORIZED ALTERATION OR ADDITION Nathan y _ APPROVED PIPE 20'mN 0"min. MIN.4"die. TOP EL to.3' FURTHEST LEACHING POOL TO THIS SURVEY IS A VIOLATION OF a� an T a Corwin 'I' LATCHED 1 4" 1' 70P ELEV.310 PITCHED MIN4'di. ♦ OF A 3 Pool SYSTEM SECTION 7209 OF THE NEW YORK STATE ` NV.EL 3: A 4'Ile. EDUCATION LAW. CROSSOVER Y CYAN 10.6' ELEV. u!A INVERT m PIPE • i co ow1R TEST HOLE DATA COPIES OF THIS SURVEY MAP NOT 9EARING - FLOM F<• o e (AS SHOWN ON FILED MAP) THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor ELEV. 8.0' O• EMBOSSED SEAL SHALL NOT BE CONSIDERED DARK BROWN SANDY LOAM OL TO BE A VALID TRUE COPY. 8 i BOnOw 'i g cRDUND WATER BROWN SILLY SAND SM CERTIFICATIONS INDICATED HEREON SHALL RUN EtEV. g 2.5• ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S. SEPTIC TANK (1) IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S. PALE BROWN FINE TITLE COMPANY, GOVERNMENTAL AGENCY AND TO MEDIUM SAND SP LENDING INSTITUTION LISTED HEREON, AND ,.MINIMUM sL'rmc TANK CAPACITY Is,.Soo cuLops. LEACHING POOLS (3) Title Surveys - Subdivisions - Site Plans - Construction Layout 1 TANK;8'D.K.5'EFFECTIVE DEPTH ELEV. 2.6•EPWAALTERSIRNO.WN 5.4" TO THE ASSIGNEES OF THE LENDING INSTI- 1.MINIMUM LEACHING SYSTEM S 300 eq ft SIDFWALL AREA 2.CONCRETE SHALL HAVE A MINIMUMMINI COMPRESSIVE STRENGTH OF 3,000 psi AT 28 ars 3 POOLS 4'OEEP,8'Jia. TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631 727-2090 FOX (631)727-1727 3.MALLTHICKNESS SHALL BEA SHALL OF IN A TOP THICKNESS SI 8•AND A BOTTOM TNOF30 S OF 4•. 2,LEACHING POOLS ARE, LI CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL) FINEALLWrU1.5,BOTtt1M AND TOP SHALL COHTNN REINFORCING 70 RESIST AN MPUED FORCE OF 300 pef. LFACWNC STpUC1URE5,SOLD DOMES ANO/OR SLABS. OMEDIUSAND SP 4.ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 3 ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). OFFICES LOCATED AT MAILING ADDRESS S.THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(IMM A MAX.TOLERANCE OF!1/47 4,A 10'min.DISTANCE BETWEEN LEACHING POOLS AND WATER UNE SWILL BE MAINTAINED. THE EXISTENCE OF RIGHTS OF WAY ON A WNIMUM 3•THICK BED OF COMPACTED SAND OR PEA GRAVEL. S.AN 8'min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE UNNTRNED. 12• AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 6.A/0•min.INSTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. S.AN 8'min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SWILL BE MAINTAINED. ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jomesport, New York 11947