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HomeMy WebLinkAbout1000-78.-4-17 OFFICE LOCATION: 50 MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631765-1938 � � �® P ®l�C®U ,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weisman, Chair Members of the Zoning Board of Appeals From: Mark Terry,AICP Assistant Town Planning Director LWRP Coordinator Date April 3, 2023 Re: LWRP Coastal Consistency Review for ZBA File Ref 1280 COREY CREEK, LLC#7774 SCTM No. 78-4-17. 1280 COREY CREEK,LLC#7774-Request for a Variance from Article XXIII, Section 280-124; and the Building Inspector's November 18, 2022,Amended January 23, 2023 Notice of Disapproval based on an application for a permit to demolish an existing single family dwelling and construct a new two story single family dwelling at; 1) located less than the code required minimum front yard setback of 40 feet; located at: 1280 Corey Creek Lane,(adj.to Corey Creek) Southold,NY. SCTM No. 78-4-17. 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 and the records available to me,the proposal is recommended as EXEMPT from LWRP coastal consistency review. Pursuant to Chapter 268,the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Paul DeChance,Town Attorney BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson ��0� $�UryO 53095 Main Road•P.O. Box 1179 Patricia Acampora �� 1p Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert,Jr. CA Town Annex/First Floor Nicholas Planamento �Q 54375 Main Road(at Youngs Avenue) li�C�U Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809 aT;. i February 6, 2023 a - FE8. 0 7 2023 '� Mark Terry, Assistant Town Planning Director i LWRP Coordinator �5� '' ° 'o'" ' Planning Board Office PiG�n4--g i""'ro Town of Southold Town Hall Annex _Southold,NY 11971 Re: ZBA File Ref.No. #7774— 1280 Corey Creek LLC Dear Mark: We have received an application to demolish an existing single family dwelling and construct a new two story single family dwelling. A copy of the Building tor's Notice of Disapproval under Chapter 280 (Zoning Code), and survey , project description form, are attached for your reference. Your written evaluation with recommendations for this pro sal, as required under the Code procedures of LWRP Section 26 -5D is requested ' hin 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairper on By: Encl. Site Plan/Survey: Islandwide Engineering & Land Surveying, dated January 9, 2023 FINNEGAN LAW, P.C. 13250 MAIN ROAD P.O. BOX 1452 MATTITUCK,NEW YORK 11952 (631) 315-6070 MARTIN D. FINNEGAN, ESQ. MFINNEGAN@NORTH FORK.LAW By Hand January 31, 2023 Ms. Leslie Kanes Weisman, Chairperson Zoning Board of Appeals Town of Southold P.O. Box 1179 Southold, NY 11971-0959 Re: Area Variance Application of 1280 Corey Creek LLC Premises: 1280 Corey Creek Lane, Southold, NY 11971 SCTM # 1000-078.00-04.00-017.000 Dear Chairperson Weisman and Members of the Board: ' With respect to the above-referenced Application, enclosed please find a check made payable to the Town of Southold in the amount of$750.00 representing the required filing fee and an original and eight (8) copies of the following documents for your review: 1) Notice of Disapproval dated November 18th, 2022 and Amended January 23rd, 2023. 2) Area Variance Application, including narrative responses. 3) Project Description and Questionnaire Form. 4) Agricultural Data Statement. 5) Short Environmental Assessment Form. 6) Local Waterfront Revitalization Program Consistency Assessment Form. 7) Owner's Authorization. 8) Transactional Disclosure Forms for Applicant and Agent. 9) Color photographs of the subject premises. 10) Copy of Building Permit Application. 11) Certificate of Occupancy. 12) Assessor's Property Record Card. 13) ZBA Decision #2701. 14) Current Deed. 15) 1280 Corey Creek LLC Operating Agreement. 16) Eight (8) survey prints. 17) Eight (8) sets of site plans, revised 1/09/2023. 18) Eight (8) sets of architectural plans. Kindly advise if you require any further documentation to place this matter on your next available agenda for a public hearing. Thank you for your consideration. Very rt my yours, ` t Martin D. Finnegan MDF/as Encl. 10 5 4. 1280 COREY_CREEK'L-LC 50=666/214 -WA- a � IMM S3. - V - - a � . -- - •:r,i� -.MONEY=" - `-"`-'".—""' . ,I•BNE. - MAfll�l .B6nkl`117. - FUND u■.pp=�p:.5`4n■ ;�:0_2:i.4066:6_?a:. 0680p0:485Oii■. . FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE:November 18, 2022 Amended: January 23,2023 TO: 1280 Corey Creek LLC 8500 Nassau Point Rd Cutchogue,NY 11935 Please take notice that your application dated September 14,2022: For permit to: demolish-an exisfingsingle family dwelling-and construct.a.new.two story single- family dwelling at: Location of property: 1280.Corey. Creek, Southold,NY County Tax Map No. 1000 - Section 78 Block.4 Lot 17 Is returned herewith and disapproved on the following grounds: The proposed new construction, on this nonconforming,29,709 sq. ft. lot in the R-40 District,is not permitted_pursuant to Article XXIII Section 280-124 which states::lots measurin�'.between 20,000 to 39,999 square feet in total size require a front yard setback of 40 feet. The proposed coristruction will have-a front yard setback-of°30:36.feet.. Authoriz "ignature 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. Y Fee:S Filed By: Assignment No. APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE House No. 1280 Street COREY CREEK LANE Hamlet SOUTHOLD SCTM 1000 Section 078.00 Block 04.00 Lot(s) 017.000 Lot Size 29,709 SF Zone R-40 I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED 11/18/22;AMND 1/23/23 BASED ON SURVEY/SITE PLAN DATED 09/09/2022; Rev. 1/09/23 Owner(s): 1280 COREY CREEK LLC Mailing Address: PO BOX 1281, CUTCHOGUE, NY 11935 Telephone: 631-655-5829 Fax: Email: RICH@CORAZZINIASPHALT.COM NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent,architect, builder,contract vendee,etc.and name of person who agent represents: Name of Representative:MARTIN D.FINNEGAN,ESQ. for downer( )Other: Address: PO BOX 1452,13250 MAIN ROAD,MATTITUCK,NY 11952 Telephone: 631-315-6070 Fax: Email: MFINNEGAN@NORTH FORK.LAW Please check to specify who you wisl correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), aAuthorized Representative, ( ) Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 09/09/22;Rev.1/09/23 and DENIED AN APPLICATION DATED 09/14/2022 FOR: Building Permit ( ) Certificate of Occupancy ( )Pre-Certificate of Occupancy ( ) Change of Use ( ) Permit for As-Built Construction ( ) Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article:XXIII Section:280-124 Subsection: Type of Appeal. An Appeal is made for: (V�A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code, Article Section O Revers 1 or Other A prior appeal (M�has, ( ) has not been made at-any time with respect to this property, UNDER Appeal No(s). 2701 Year(s). 1980 . (Please be sure to research before completing this question or call our office for assistance) Name of Owner:AUDREY E.WANZOR ZBA File#2701 REASONS FOR APPEAL.(please be specific, additional sheets maybe used with preparer's signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: SEE ATTACHED NARRATIVE. 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: SEE ATTACHED NARRATIVE. 3.The amount of relief requested is not substantial because: SEE ATTACHED NARRATIVE. 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: SEE ATTACHED NARRATIVE. 5.Has the alleged difficulty been self-created? { } Yes,or{ }No Why: SEE ATTACHED NARRATIVE. Are there any Covenants or Restrictions concerning this land? WNo { } Yes(please furnish a copy) This is the MINIMUM that is necessary and adequate,and at the s e preserve and protect the character of the neighborhood and the health,safety and welfare of the co tty. Signature of Applicant or Authorized Agent (Agent must submit written Authorization from.Owner) Sworn to before me thiday of JANUARY 2023 otary Public SCHWEITZER ANNALISE NOTARY PUBLIC-STATE OF NEW YORK NO 01SC6409457 QUALIFIED IN SUFFOLK COUNTY MY COMMISSION EXPIRES SEP 28,20 RIDER TO VARIANCE APPLICATION OF RICH AND CAROL CORAZZINI 1280 COREY CREEK LANE, SOUTHOLD,NEW YORK SCTM # 1000-78.4-17 REASONS FOR APPEAL: The Applicant is seeking, by way of this appeal from the Building Inspector's Notice of Disapproval dated November 18, 2022, and amended January 23, 2023, for a building permit to reconstruct an existing single-family dwelling, the following relief from this Board: a front yard setback variance from the requirements of Town Code §280-124, which requires, on lots measuring 20,000 - 39,999 square feet in total size, a minimum front yard setback of 40 feet. The project involves the replacement of the existing residence with a two-story single- family home with attached garage on the same site. The existing residence is 34.3 feet from the front property line, and the setback required for the proposed residence is 30.36 feet. The project is conforming in all other respects to the zoning code. For the following reasons,the Applicant submits that a variance from §280-124 is warranted. 1.An undesirable change will not be produced in the CHARACTER of the neighborhood or a detriment to nearby properties if granted, because: The proposal, which replaces a dated residence with a new, modest and traditional residence, will not cause any undesirable changes or be a detriment to the neighborhood or nearby properties. The subject premises is part of a neighborhood which is characterized by moderately sized single-family homes with small front yards. Due to the proximity to the wetlands and waters of Corey Creek;the subject property and neighboring properties received variances when first developed decades ago to reduce their front yard setbacks. The subject property received such relief from what was then a 50' setback requirement to allow the house to be built 35' from the front property line. The required setback is now 40' for this lot as it is substandard to the minimum lot size. The currently requested relief totals 9.64',which amounts to just 4.64' more relief than they currently have, in order to keep living space a safe distance from the water and avoid disturbing the waterfront side of the lot. Further relief from the front yard setback is typical of homes fronting on Corey Creek. A property directly adjacent to that of the Applicant, 1380 Corey Creek Lane, was granted 4.6' of relief from the 40' front yard setback by this Board at the meeting of June 6, 2020. This Board cited in such decision that, "given the natural terrain and geography, along with a variety of bends in the road it is difficult for any area resident or passer-by to distinguish the relief sought." The Applicant has designed a project that is consistent with the house size and character of the surrounding neighborhood. Although the new house will have a second story, it still contains only 1,718 square feet of living space, including the attached garage, of which only 363 square feet is on the second floor. The majority of houses in the neighborhood have two stories, and the traditional design of the proposed house matches the character of its neighbors. This is the Applicant's year-round and only place of residence. The proposed house is actually less wide than the existing house and would occupy less of the horizontal viewshed of Corey Creek, benefiting residents and passers-by. 2. The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue, other than an area variance, because: The benefit sought by the applicant,which is to replace a dated residence with a new home that can accommodate a growing family without increasing proximity of living space to the water, cannot be achieved by any method other than an area variance. The lot is particularly constrained as it is already substandard to the minimum lot size in R-40, and more than half of the lot area is occupied by marsh. For many reasons, it is preferable to site the house closer to the road rather than the wetlands and water. 3. The amount of relief requested is not substantial because: The relief requested for the front yard variance is not substantial because it is the minimum needed to fit the house and upgraded septic system on site while minimizing disturbance to the waterfront side of the lot. Similar relief has been granted in the area, as mentioned above, and relief was granted once to the subject property in 1980. This Board agreed with the applicant in such decision, noting, "...the limited practical area in which they are left to build. A substantial portion of the property is covered by upland meadow." Said past relief on this lot was 15' of a 50' setback, or 30%, and the requested relief would amount to 9.64' of a 40' setback, which is less than 25%. As such, the current request is less substantial than the preceding grant of relief. Q The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: As a Type II action pursuant to SEQRA,the requested variances, if granted, are not expected to have any adverse environmental impacts on the neighborhood or district. In fact,the proposal will have various environmental benefits. The dated cesspool will be replaced with a low-nitrogen I/A OWTS as shown in the site plan, reducing nitrogen output to the nearby estuary. Alterations to contours on site are necessary only to accommodate the upgraded septic system. The requested setback relief will help avoid the removal of mature trees and other native vegetation on the waterfront side during construction, in addition to the chief benefit of maximizing the distance between the residence and tidal waters. The well on site will be abandoned and the new residence will connect to public water,reducing strain on the groundwater. The slimmer profile of the proposed house will improve views of Corey Creek. 5. Has the alleged difficulty been self-created? {) Yes, or{)No Why: The difficulty is not self-created to the extent that the subject property is constrained by its substandard lot size and proximity to the marsh and wetlands of Corey Creek. To any degree this hardship is deemed to be self-created, a self-created hardship "shall not necessarily preclude the granting of an area variance"pursuant to New York Town Law §267-b (3). Are there any Covenants or Restrictions concerning this land? {X)No {) Yes (please furnish a copy) This is the MINIMUM that is necessary and adequate, and at the same time preserve and protect the character of the neighborhood and the health, safety and welfare of the community. Page 2 of 2 APPLICANT'S PROJECT DESCRIPTION APPLICANT: 1280 COREY CREEK LLC DATE PREPARED:01/05/2023 1.For Demolition of Existing Building Areas Please describe areas being removed: DEMOLISH EXISTING HOME WHILE RETAINING AS MUCH OF EXISTING FOUNDATION SLAB AS POSSIBLE; REMOVAL OF WELL AND EXISTING CESSPOOL. H.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: 1,005SF Dimensions of new second floor: 363SF Dimensions of floor above second level: N/A Height(from finished ground to top of ridge): 31' Is basement or lowest floor area being constructed?If yes, please provide height(above ground) measured from natural existing grade to first floor: N/A III.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary). Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: ONE-STORY SINGLE-FAMILY RESIDENCE WITH TWO(2)BEDROOMS AND ATTACHED GARAGE. Number of Floors and Changes WITH Alterations: TWO-STORY SINGLE-FAMILY RESIDENCE WITH FOUR(4)BEDROOMS AND ATTACHED GARAGE. IV.Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: +-1,700SF Proposed increase of building coverage: +-400SF Square footage of your lot: 29,709SF Percentage of coverage of your lot by building area: +-15.6% V.Purpose of New Construction: INCREASED LIVING SPACE,UPGRADE SEPTIC SYSTEM AND CONNECT TO PUBLIC WATER. VI.Please describe the land contours(flat,slope %,heavily wooded,marsh area,etc.)on your land and how it relates to the difficulty in meeting the code requirement(s): THE SOUTHERN HALF OF THE PARCEL IS CONSTRAINED WITH A MARSH AND WETLANDS NECESSITATING THE UPLAND PLACEMENT OF THE HOUSE WITHIN THE FRONT YARD SETBACK. Please,submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. 4/2012 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION A. Is the subject premises listed on the real estate market for sale? Yes V No B. Are thereany proposals to change or alter land contours?TO ACCOMODATE SEPTIC SYSTEM, No 7 Yes please explain on attached sheet. AS SHOWN ON SITE PLAN C. 1.)Are there areas that contain sand or wetland grasses?YES 2.)Are those areas shown on the survey submitted with this application?YES 3.) Is the property bulk headed between the wetlands area and the upland building area?NO 4.)If your property contains wetlands or pond areas, have you contacted the Office of the Town trustees for its determination of jurisdiction?YES Please confirm status of your inquiry or application with the Trustees: PENDING and if issued,please attach copies of permit with conditions and approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level?YES E. Are there any patios, concrete barriers, bulkheads or fences that exist that are not shown on the survey that you are submitting?No Please show area of the structures on a diagram if any exist or state none on the above line. F. Do you have any construction taking place at this time concerning your premises?NO If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe: 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?NO If yes,please label the proximity of your lands on your survey. I. Please list present use or operations conducted at this parcel SINGLE-FAMILY DWELLING and the proposed use SAME (ex: existing single family, proposed: same with garage,pool or other) lrlbot3 Authoriz rgnature 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 General Municipal Law. 1. Name of Applicant: 1280 COREY CREEK LLC 2. Address of Applicant: PO BOX 1281, CUTCHOGUE, NY 11935 3. Name of Land Owner(if other than Applicant): 4. Address of Land Owner: 5. Description of Proposed Project: 6. Location of Property: (road and Tax map number) 1280 COREY CREEK LANE, SOUTHOLD, NY 11971 7. Is the parcel within 500 feet of a farm operaton9 { } Yes WNo 8. Is this parcel actively farmed? { } Yes M No 9. Name and addresses of any owner(s) of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff, it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office (765-1937) or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1. 2. 3. 4. 5. 6. (Plea use the c of this page if there are additional property owners) 01 / /2023 Signature of pplicant Date Note: 1. The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. Short Environmental Assessment Form Part I -Project Informadon Instructions for Completing Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information 1280 COREY CREEK LLC clo Rich Corazzini Jr. Name of Action or Project: 1280 Corey Creek Lane Project Location(describe,and attach a location map): See location map Brief Description of Proposed Action: Remove&replace existing sanitary system with new I/A OWTS type system.Remove existing residence and construct new 2-story residence. Abandon existing well and connect new residence to public water. Name of Applicant or Sponsor: Telephone:P 631-655-5829 1280 COREY CREEK LLC clo Rich Corazzini Jr. E-Mail: rich@corazziniasphall.com Address: P.O.Box 1281 City/PO: State: Zip Code: Cutchogue NY 111935 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 government Agency? NO YES If Yes,list agency(s)name and permit or approval:NYSDEC ❑ 3. a.Total acreage of the site of the proposed action? 0.682 acres b.Total acreage to be physically disturbed?' 0.245 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.682 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial m Residential(suburban) ❑Forest ❑ Agriculture m Aquatic ❑ Other(Specify): ❑Parkland Page 1 of 3 J 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ ❑✓ ❑ b. Consistent with the adopted comprehensive plan? ❑ ❑✓ ❑ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? ❑ ✓❑ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES Name:Corey Creek,Name:Peconic Bay and Environs,Reason:Significant coastal fish&wildlife habitat, If Yes,identify: Reason:Protect public health,water,vegetation,&scenic beauty,Agency:Southold,Town of,Agency:Suffolk F-1County, NO YES S. a. Will the proposed action result in a substantial increase in traffic above present levels? ❑ ❑ b. Are public transportation services available at or near the site of the proposed action? ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the 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: 0 F,71 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: Remove&replace existing sanitary system with new VA OWTS type system a ❑ 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the El of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑ IZI archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 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: Page 2 of 3 14. Identify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply: ❑Shoreline ❑ Forest ❑Agricultural/grasslands ❑Early mid-successional [Z]Wetland ❑ Urban m Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered? El W1Bald Eagle,Piping Plover,... 16. Is the project site located in the 100-year flood plan? NO YES ❑ ✓❑ 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ✓❑ EJ a. Will storm water discharges flow to adjacent properties? ❑✓ ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? F71 ❑ If Yes,briefly describe: 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: ❑ El 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: W1 F] 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: 171 F-1 I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/name D.Finnegan Date:01/12/2023 Signature: Title: PRINT FORM Page 3 of 3 r' EAF Mapper Summary Report Tuesday,August 30, 2022 4:44 PM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental "y 7''- assessment form(EAF).Not all questions asked in the EAF are y answered b the EAF Mapper.Additional information on an EAF 7$.=-i-2'b 7th, d 2't 78,4-2-'1,22 �1' . Y PP Y 7s 4.15 .: ; r question can be obtained by consulting the EAF Workbooks. Although /. f the EAF Mapper provides the most up-to-date digital data available to ~"Y 7$ 442 DEC,you may also need to contact local or other data sources in order to obtain data not provided by the Mapper.Digital data is not a r. substitute for agency detemtinations. /78 3 78.-3',53..1 �:�::n �,,,..,�'"- �3 :' :'m=� ��s�if�,+r� 1•o�iiroat: . .. ' ,•:i: ..-». .:k:jkicatd;�r^?7. ''-h`?.., '1,`,.,» .:. ,:a „AS8 .JU}a�i°r• Toronto na.. ";�'I:itlhr#tt._K3f?t9tfs•.53:'.t, et •:•»-:. '1<,;r"m. ra,w;- v,4� �'Przarfdetr<ee _.,,,.:"`•' !"„ ;;`':::�;:". :'i .a,, [].,f�v� t9itf;,�•' III . �w yp. W� S d .a ,y';. ;.'Aas?....+r eyt �`5• uiff8";•i:';3#'iia>,•: f �r f+" 5' I II•tCREWtEP l `�•1R"La':s�A �`:tai�t��'tv1E`tl%Esri,Cfifna.+` L�ttt=t��aiii�*-ls`t �tvlE�i''lT� • [a+q`�Esri1�`�it ' Efl'�Fsn ettnt�'H�n<�f;ai7 :Epi= ;amtir�U ftt�ttira>� .,•�,� ttwEs�- ,..�, . . , I. .,. _�1....t_ � �?...n,.�•,.-.._I?;..�r� ,4 ,.a.. �,. f �3iOdz€{E9r 71.�i!anc(r,.VIG ;�}O_peJtSU` lvi�ppy �t.�y��y"ii"ic;t',4 { i'sel' tiiiiitin ar' r[t#t?0 'eriS6ec t t iji cai tiil?t�r #ii1t]ciiot#"te SIS 11f+re.��tril�ik�1 %+ Part 1 /Question 7 [Critical Environmental 'Yes Area] Part 1 /Question 7[Critical Environmental Name:Corey Creek, Name:Peconic Bay and Environs, Reason:Significant Area- Identify] 'coastal fish&wildlife habitat, Reason:Protect public health,water,vegetation, ;&scenic beauty,Agency:Southold,Town of,Agency:Suffolk County, Date:3-9- . :90, Date:7-12-88 Part 1 /Question 12a [National or State No Register of Historic Places or State Eligible Sites] Part 1 /Question 12b [Archeological Sites] Yes Part 1 /Question 13a[Wetlands or Other Yes-Digital mapping Information on local and federal wetlands and Regulated Waterbodies] Iwaterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 /Question 15[Threatened or Yes Endangered Animal] Part 1 /Question 15[Threatened or Bald Eagle, Piping Plover, Least Tern 'Endangered Animal-Name] Part 1 /Question 16[100 Year Flood Plain] Yes Part 1 /Question 20[Remediation Site] �No Short Environmental Assessment Form - EAF Mapper Summary Report 1 H 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# 078.00 -04.00 _017.000 The Application has been submitted to(check appropriate response): ZONING BOARD Town Board 0 Planning Dept. R Building Dept. ® Board of Trustees ® �OF APPEALS 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval,license, certification: Nature and extent of action: REPLACE EXISTING SINGLE-FAMILY DWELLING WITH NEW SINGLE-FAMILY DWELLING. REMOVE AND REPLACE OUTDATED CESSPOOL WITH NEW I/A SEPTIC SYSTEM.ABANDON EXISTING WELL AND CONNECT NEW HOME TO PUBLIC WATER. ,v Location of action:1280 COREY CREEK LANE, SOUTHOLD, NY 11971 Site acreage:0.682 Present land use:RESIDENTIAL Present zoning classification:R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant:1280 COREY CREEK LLC (b) Mailing address:'C/O MARTIN D. FINNEGAN PO BOX 1452 MATTITUCK, NY 11952 (c) Telephone number: Area Code ( )631-315-6070 (d) Application number, if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ® No❑ If yes,which state or federal agency?NYSDEC DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ®Yes F] No F] Not Applicable PROJECT IS CONSISTENT WITH NEIGHBORING AREA AND MAKES BENEFICIAL USE OF COASTAL PROPERTY. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria © Yes D No ® Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ® Yes Q No Q Not Applicable PROJECT PROVIDES NEW VISUALLY APPEALING HOUSE CONSISTENT WITH NEIGHBORING PROPERTIES. NEW HOUSE IS SLIMMER AND OCCUPIES LESS HORIZONTAL VIEWSHED THAN THE EXISTING DWELLING. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ® Yes R No R Not Applicable PROJECT INCLUDES PROPOSED SILT FENCE INSTALLATION TO REDUCE EROSION EFFECTS. NEW DWELLING UTILIZES FRONT YARD SPACE TO AVOID BRINGING LIVING AREA CLOSER TO THE WATERS OF COREY CREEK. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ® Yes 0 No 0 Not Applicable PROJECT PROVIDES IIA SANITARY SYSTEM WITH REDUCED NITROGEN OUTFLOW.EXISTING WELL IS TO BE ABANDONED AND NEW RESIDENCE WILL CONNECT TO PUBLIC WATER. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ® Yes © No R Not Applicable LOW-NITROGEN SEPTIC SYSTEM WILL REPLACE DATED CESSPOOL, REDUCING NITROGEN LOADING ON NEARBY ESTUARINE HABITAT. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. © Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye❑ No 2 Not Applicable PROJECT ALLOWS FOR CONTINUED ACCESS TO WATERS FOR BOATING, FISHING,AND RECREATION. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. 0 Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No 2 Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Created on 512510511:20 AM Board of Zoning Appeals Application AUTHORIZATION (Where the Applicant is not the Owner) 1280 COREY CREEK LLC BY: RICH CORAZZINI III with an address 1, TITLE: MANAGING MEMBER reg at PO BOX 1281 (Print property owner's name) (Mailing Address) CUTCHOGUE, NY 11935 do hereby authorize MARTIN D. FINNEGAN, ESQ. (Agent) to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. (Owner's Signature) 1280 COREY CREEK LLC BY: RICH CORAZZINI III TITLE: MANAGING MEMBER (Print Owner's Name) APPLICANT/OWNER 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. 1280 COREY CREEK LLC. YOUR NAME: BY:RICH CORAZZINI III,MANAGING MEMBER (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 V 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."Busines"s 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 towns officer or employee owns more than 5%of the shares. YES NO V If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agenttrepresentative)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 JANUARY 20 23 Signature--� 1280 COREY CREEK LLC Print Name BY:RICH CORAZZINI III,MANAGING MEMBER f AGENT/REPRESENTATIVE \ TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: MARTIN D.FINNEGAN (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 S by)a corporation in wh chOthe town officer or employee owns more than 5%of the shares. If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) 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 Submittedday o , ANUARY 2023 Signature Print Name MAYKD.FINNEGAN {• (��- 'r:,, oirL. a w�'D'a�� 'div MINOR NO +WE y a !' t I• 1 i - e of � � e :., .. � �.v _ ::. � - ,-•� ,4. .._�+"'•.='- e _;_ , _ - � ! •f ;.'"!r.-..ink�,� �� �'.�► �.ie. .;,�,,,�,�, ' x� � 1 �.`i" :F•Ts��. �'�-;.. ��, -9F>;" l �•F`y'�"-'�1_.;, �' �y�.��: Y ,mss an ^K� r %j'�1�`!f� "^�F�.�[.t-�s.�r �jryh .G�.-.,-�� ;'4ErF.� f��� � �Iu-_� '�`s. •�.?��p` 'a�4.'; Y •mac 1' -.r 'ilii" fi�'[+' _r � .X.' �C. 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P ` ^i'J dei �i�• !''� + sJ� ti � - Yi Y �� n�(ny •5� Al .� � tY.r. 4.b'1`:r � �b�1 1'[ �� 1���+ . .�'%.�. +�Jgli✓''� 7' �"fit!`' ,�1K � # �' a e,� +�,t>,} fad'���' ...+ f '� ■ +� � �i��r :�ry 4��� 1+ .:' J"- i,,. ♦Y. � .F A .a �. ,iia, ' � � � SyppOt�co`` TOWN OF SOUTIIOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 o oar Telephone(631) 765-1802 Fax (631) 765-9502 httns'''vtiA%w 5outholdtc�wnm. �o�' Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: gpplications.a-nd.forms"iiiust be,filled,outs'in"th'ejr:eitirety.,lncomplete applications will no`t,6;e,accepted. Where tfie Applicant isnot the owner,ari Owrters,Autlioriatoii foiir':(Page.2)sliatl;tie coririplet`ed: Date:September 13, 2022 OWNER(t);OFOROPERTYt_ Name:1280 Corey Creek LLC SCTM#1000-78,-4-17 Project Address:1280 Corey Creek Southold NY 11971 Phone#:631-655-5829 Email:rich@corazziniapphalt.com MailingAddress:PO Box 1281 CUtchogue NY 11935 �`N• - p - r ERSaI ,: �IGCINTACT P . Name:Richard Corazzini III Mailing Address:8500 Nassau Point Road Cutchogue NY11935 Phone#:631-655-5829 Email:rich@corazziniasphalt.com '1'kRMATIUN DES)GN'PROFES5 FO IQNAL N Name:Robert James Higgins Mai lingAddress:50 Hidden Acres Path Wading River NY 11792 Phone#:631 208-33,51 Email:rarchibob@aol.com R *T N. N CTOR�:t Q :CO TRA Name:CAC Contracting Corp Mailing Address:PO Box 48 Mattituck NY 11952 Phone#:631-734-5600 Email:cac@caccontractin.g.corn DESCRIPTION,0. P_ POSED;CdNSTRUCTIOPV" ❑New Structure OAddition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $450,000.00 Will the lot be re-graded? RYes ONO Will excess fill be removed from premises? ❑Yes ®No 1 PRO ER7`Y:INFORMATION' Existing use of property:Residential Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? ❑Yes ®No IF YES,PROVIDE A COPY. V. esi" essional is res"opsibia fgfall drama`a and`storin water issues as ra"ded,by ' ❑.Check Box,Aftd Reading: The owner%coritractgrfd griprof,- P " , r,: yg .P. ChapterZ36 of the Toivri Code:APklC-i614 IS HEREBY MADE to the Building Department f'O-the,is"suance oFa'BWlditig Permit pursuant to'Elie Buli6lg Zone•: Ordinance of the Town of Soutfidld;Suffolk,County;New York-and other applicakil`e`laws-:Ordinances or'Regulatiors;,for the,construRinn of 6ultdings additions,alterations or for removal or,'demolitioh as,Fieieiri described.lfie applicarit'agrees'to.�gmpty with:alltapplicabte'laws,ordloances,building code; ' r , housing code and regulations and to admiYautfior_e inspectors on.premis'es,ana in build ne(s�fo`necessary inspections False statements made herein are , punishable as a Class`A m�sdeineahor pursuant to Section z10 45 of t}ie,Nev+i York State Penal l aw ;;n,a::: _ y L v`; Application Submitted By(print name):Richard Corazzi ni III ❑Authorized Agent BOwner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Sufolk ) Richard Corazzini III being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)heisthe Managing member (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 13 day of September ,202822 Notary Public PROPERTY OWNER AUTHORIZATION. (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 FORM NO.4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold,N.Y. Certificate Of Occupancy No. .. Z- 16.131 . . .. . . Date . . .Sept-ember .3;. .1987, . , , . , . . THIS CERTIFIES that the building . . . FAMILY. DWELLING .. . . . . Location of Property280 ,Corey .Creek. Lane .. , . , Southold, .New ,York House No. Streei Ham%t County Tax Map No. 1000 Section . . .078. . . . . .Block 4 . . . . . . . . . . .Lot . . . 1 7. . . . . . . . .. . CoreyEsts Subdivision .M/o. . . . . . ..Cree. . . . .. .. . . . . . . .Filed Map No. 4923. . . .Lot No. . . .. . . . .. . . conforms substantially to the Application for Building Permit heretofore filed in this office dated April 15, 198111141 Z . . . . . . . . . . . . . . . . . . . . . . pursuant to which Building Permit No. . . .. . . . . . .. . . . . . . . . . . dated .May 8, 1981 , was issued,and conforms to all of the requirements of the applicable provisions of the law.The occupancy for which this certificate is issued is .. . . . . . .. ONE FAMILY DWELLING AS APPLIED FOR & OAKYED BY ZBA #2701 dated 6/ 12/80 .. . . . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . .. . .. . .. . . . . . . . . JANEThe certificate is issued to . . . . .AUBREY. & . . . . . . . WANZOR er, . . . (ownk �Xt`MP . . . . . . . . . of the aforesaid building. Suffolk County Department of Health Approval . . . . . . . .I 0-S 0-05 . . .. . . . . . . . . . .. . . . . . UNDERWRITERS CERTIFICATE NO. . . . . . . . . .. . . .. N 56752 8 . . _ . . PLUMBERS CERTIFICATION DATED: N/A . .. . . . .. . J . . . . . . . . . . . . . . . . . . B ilding Inspector Rev.1181 / f7 TOWN OF SOUTHOLD PROPERTY 2— NSELUC— LOT �4 STREET VILLAGE J_U N E ACR W TYPE-OF BUILDING Z� At& SEAS. '. VL FA Mkt. Value RM COMM. CB. MICS. LAND - IMP. TOTAL DATE REMARKS 7A,, '�Zfmllfd-1719zv_/00�'ee) PP42,? P-el go r PR/17,-m,_1Z;;- AEA1 in Into V/Z_ /Yew 1 00 -7 0'0 2 eroo B011-0 Z/RM4 3P�/-' - IA) rnnr L z2 7- , E12 P AGE' BUILDING CONDITION 1 JAV(!06�f N,00 NEW NORMAL BELOW ABOVE FARM Acre Value�Per Value Acre -7- 700., c 0 r 711S- 6 00 Tillable FRONTAGE ON WAR ;7 Woodland Meadowland 'DEPTH- -3 L Gi-db L House Plot Total -DOCK OLOR rt%L}4 VTRIM �1ti:1e Sew; fi�F.T'.:d'"� _ rr_�:^•� n�+N'` - - Y,.�`'..,.:}:`hi`;....'..� 'i: { ! � ( I ,•f,�,�.s<<%-:. 'rpt �7;--';' `�` �`•�� „� --( _ ',:�y,. a fi`:-.�s"'� .:�a�' �'".:i'�•* _ �vr'y�.,... - 1 y� � 'y +�.Jv Y- f ! � 1 78.4-17 4/07 a 19�J rY j i I mm M. Bldg. ''yy /qqp _ —I G Al 4. t13 f � Extension Extension Extension_ f u e Foundation Plc Bath J Dinette . Porch t Basement I-lo Floors G� K. - ► J } ,' 1 Ext. Walls Interior Finish I LR. �f Bree�eaq 'o t- i 2.-t Fire Place Heat �(�!i DR. Garage w c �-- 9 I!'yX � Y /n g / �- � t Type Roof Rooms lst Floor � BR. 9,K If f !r= Z4o 2 Recreation Room Rooms 2nd Floor I FIN. B 0. B. Dormer Driveway i Tota N _ ACTION OF THE ZONING BOARD OF APPEALS ' Appeal No. 2701 Dated May 5, 1980 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Mr. William B. Smith as agent for Appellant Ms. Audrey E. Wanzor 220 Mechanic Street, Box 146, Southold, NY 11971 at a meeting of the Zoning Board of Appeals on June 12, 1980, the appeal was considered and the action indicated below was taken on your ( ) Request for variance due to Iack of access to property ( ) Request for a special exception under the Zoning Ordinance (x)CRequest for a variance to the Zoning Ordinance Art. .III, Section 100-31 1. be granted ( ) be denied pursuant to Article .................... Section .................... Subsection .................... paragraph .................... of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because Application of AUDREY E. WANZOR, by William B. Smith as agent, 220 Mechanic Street, Box 146, Southold, New York 11971, for a Variance to the Zoning Ordi- nance, Article III, Section 100-31 for permission to construct dwelling with an insufficient frontyard setback. Location of property: Corey Creek Estates Lot No. 15, Filed Map #4923 ; bounded north by Corey Creek Lane, east by Hammerschlag, south by Corey Creek, west by Facca; County Tax Map Item No. 1000-78-4-17. (SEE REVERSE SIDE) 2. VARIANCE. By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship because (SEE REVERSE SIDE) (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the immediate vicinity of this property and in the same use district because (SEE REVERSE SIDE) (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because (SEE REVERSE SIDE) and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector ( ) be confirmed ( ) be reversed. follows: The subject premises is known as Corey Creek Estates, Lot No. 15, containing approximately 25,000 square feet in area. Applicant requests an insufficient frontyard setback of 35' feet off Corey Creek Lane, due to the limited practical area in which they are left to build. A substantial portion of the property is covered by upland meadow. The Board agrees with the reasoning of the applicant. The Board finds the circumstances present in this case unique, and that strict application of the ordinance would produce practical difficulties or unnecessary hardship. The Board believes that the granting of a variance in this case will not change the character of the neighborhood and will observe the spirit of the ordinance. On motion by Mr. Tuthill, seconded by Mr. Grigonis, it was RESOLVED, that AUDREY E. WANZOR, by William B. Smith as agent, be granted a Variance to the Zoning Ordinance as requested in Appeal No. 2701, SUBJECT TO THE FOLLOWING CONDITIONS: (1) Approval of the N.Y.S. Department of Environmental Conservation; (2) Compliance with the requirements and regulations of the Flood Damage Prevention Law of the Town of Southold. Location of property: Corey Creek Estates Lot No. 15, filed Map #4923; bounded north by Corey Creek Lane, east by Hammerschlag, south by Corey Creek, west by -Facca; County Tax Map Item No. 1000-78-4-17. Vote of the Board: Ayes: Messrs. Grigonis, Doyen, Tut- hill, Douglass and Goehringer. APPROVED chairm" 860 Of 16 L VED AND FILED BY U7 TOLD TOW CLERK 0S'v HOUR 3•', SSem f - 11111111 IIII IIIII IIIII IIIII IIIII!1111 lilll Bill IIII IIII 1111111111111111111111111 . SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 10/22/2018 Number of Pages: 4 At: 12:16:09 PM Receipt Number : 18-0198063 TRANSFER TAX NUMBER: 18-09663 LIBER: D00012984 PAGE: 030 District: Section: Block: Lot: 1000 078.00 04:00 017.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $400,000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5.00 NO EA-STATE $125.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $200.00 NO Transfer tax $0.00 NO Comm.Pres $5,000.00 NO Fees Paid $5,395.00 TRANSFER TAX NUMBER: 18-09663 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL ' JUDITH A. PASCALE County Clerk, Suffolk County 1 • Number of pages RECORDED •2018 Oct 22 12:14:09 PH This document will be public JUDITH A. PASCALECLERK of record. Please remove ail SUFFOLK COUNTY Social Security Numbers L D00012984 prior to recording. P 030 DT# 18-0966– Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recolrding/Filing Stamps 3 FEES Page(Filing Fee ----- .— Mortgage Amt. ; Handling 20. 00 1. Basic Tax 2. Additional Tax TY-584 Sub Total Notation SpecJAssit. EA-52 17(County) or Sub Total_ Spec;/Add. EA-6217(State) – TOT.MTG.TAX R.PT•S•A. Dual Towa DCounty— Comm. al County Comm.of 8d. 5. 00 Held for Appointment­,_ 0 Transfer Tax Affidavit ` Mansion Tax Certified Copy Thero e P P rty covered by this mortgage is or will be knprpvcd by.a one or two NYS Surcharge 15. 00 Sub Total l family dwelling only. t ' Other YES or NO Grand Total If NO,see appropriate'tax clause on J n Page# of this instrument 4 Dist -- - '/ _ 18031720 --L7_ 5• Community preservation Fund Realprol 1000 07800 040011017000 TAgent R DTY A II�IWIIWIIIIUCPF T Due Amount t L Ve�ca 19-SEP-1 6 Satisfactions/Discharges/Releascs ListProperty Owners Mailing Address Irnproved�_ RECORD&RETURN TO: Vacant Land 1C@ViN /Y)GL.ac�(�I��tl �Q TD IO .C7. -9 ox O TD 7D Mail to,Judith A. Pascale, Suffolk County Clerk 7 Z We Com aAV Information 310 Center Drive, Riverhead, NY 11901Fidelity Title ine. Services www.suffolkcountyny,90v/clerk co' ame Title e Suffolk: fount' Record' & Endorsement Pa e This page forms part of the attached _ (SPECIFY TYPE OF INSTRUMENT) made by: S lK S g: LL The premises herein is situated in SUFFOLK COUNTY NEW YORK. TO�} -la the TOWN of «k L L L. In the VILLAGE or HAMLET of B 0M 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. n owucm,tic (nverl 'J Standard N.Y.B.T.U.Form$002-Bargain and Sale Deed,with Covenant against Grantor's Acts—Uniform Acknowledgment CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE,made as of the .d J day of O S T ,2018 BETWEEN SKJ COREY CREEK,LLC,a New York limited liability company with offices c/o Jill A.Blum, 1375 Peconic Lane,Peconic,NY 11958 party of the first part,and 1280 COREY CREEK LLC,a New York limited liability company with offices at 8500 Nassau Point Road,Cutchogue,NY 11935 party of the second part, WITNESSETH,that the party of the first part,in consideration of no dollars and other valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever,all of the interest of the party of the first part in and to: ALL that certain plot,piece or parcel of land,together with the building and improvements thereon erected,situate, lying and being at Southold in the Town of Southold,County of Suffolk,and State of New York,known and designated as Lot no.15 on a certain map entitled"Map of Corey Creek Estates at Bayview°,which map was filed in the Office of the Clerk of Suffolk County on August 15,1967,as Map no.4923 and being more particularly bounded and described on Schedule A,annexed hereto and made apart hereof. Said parcel is Identified as 1280 Corey Creek Lane,Southold,NY 11971—Suffolk County Tax Map 1000-078.00- 04.00-017.000. BEING AND INTENDED TO BE the same premises described in a deed made by Scott Edward Wanzor,Jill Anne Wanzor nikla Jill Anne Blum and Kim Anne Urbach,as tenants in common without right of survivorship June 2, 2014,and recorded in the Office of the Clerk of the County of Suffolk on June 27,2014,in Liber 12779 at Page 38. SUBJECT TO covenants,restrictions,easements and agreements of record,if any, TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises;TOGETHER with the appurtenances and all the estate and rights of the party of the first part In and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first partwilt receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement-and will apply the same first.to the payment of the cost of the Improvement before using any part of the total of the same for any other purpose.The word"party"shall be construed as if it read"parties"when ever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. SKJ COREY CREEK,LLC By . Jill A.Blum—Authorized Signatory } -FIDELITY NATIONAL TITLE INSURANCE COMPANY TITLE NO, 7404-001191 SCHEDULE A-1 (Description of the Land) For Tax Map ID(s): 1000-078.00.04.00-017.000 AMENDED 7/24118 ALL that certain plot,piece or parcel of land,situate, lying and being in the Town of Southold,County of Suffolk and State of New York,designated as Lot#15 on a certain map entitled,"Map of Corey Creek Estates at Bayview",and filed on August 15, 1967 in the Suffolk County Clerk's Office as Map No.4923,described as follows: BEGINNING at the comer formed by the Intersection of the Westerly side of Corey Creek Lane with the Southerly side of Corey Creek Lane; RUNNING THENCE South 81 degrees 05 minutes 10 seconds East 100 feet along the Southerly side of Corey Creels Lane to Lot#27 of the above mentioned land and a stake; THENCE South 8 degrees 55 minutes 20 seconds West 261.31 feet; THENCE South 81 degrees 27 minutes West 110 feet to Lot No. 14 on the aforesaid map; THENCE North 1 degree 21 minutes East 257.66 feet; THENCE North 53 degrees 54 minutes 50 seconds East 55 feet to the Southerly side of Corey Creek Lane and the beginning point. THE POLICY TO BE ISSUED under this commitment will insure the title to such buildings and improvements on the premises which by law constitute real property. FOR CONVEYANCING ONLY: Together with all the right, title and interest of the party of the first part, of in and to the land lying in the street in front of and adjoining said premises. END OF SCHEDULE A ��,�f,r._,....-..+.��ia.a+r..cer•r�"+-tar_ __'^4� • - m,µ4:, �. e�fl0�'r0-^tiff+!-7rs e�.Rr.. lJ+C7I.ri�;Kr7�` �J Commltmont for Trlle Insurance Printed: 07.24.18 @ 01:52 PM Schedule A-1 Oescriplton NY-FTTFRVH-01030.431004-SPS-1-18-7404-001191 TO BE USL`D ONLY WHEN THE ACKNOWLEDGMENT IS MADE IN NEW YORK STATE r , State of New York,County of Suffolk ss: State of New York,County of ss: On the 23rd day of August In the year 2018 On the day of in the year 2018 before me,the undersigned,personally appeared before me,the undersigned,personally appeared JILL A.BLUM personally known to me or proved to me on the basis of personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is satisfactory evidence to be the individual(s)whose name(s)is (are)subscribed tothe within instrumentand acknowledged to me (are)subscribed tothewithinlnstrumerdandacknowledgedtome that he/she/they executed the same in hislherltheir capacity(ies), that he/shefthey executed the same in halher/their capecity(ies), and that by his/hedtheir signature(s) on the instrument, the and that by hia/herltheir signature(s) on the instrument, the Individual(s),or the person upon behalf of which the individuals) individual(s),or the person upon behalf ofwhich'the individual(s) acted,executed the Instrument. acted,executed the instrument (signature and office of iriflividual taking acknowledgment) (signature and office of Individual taking acknowledgment) Q°tjei"f �t'`rf2SROBERTDEFRESE Notary Public State of Now York No.01 OE5035117,Suffolk County Commission Expires October 24,2018 TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE OUTSIDE NEW YORK STATE State of County of SS: On the day of in the year 2018 before me,the undersigned,personally appeared personally known tome or proved to me on the basis of satisfactory evidence to be the Individual(s)whose name(s)is(ere)subscribed to the within instrument and acknowledged to me that he/shellhey executed the same in his/her/their capacity(ies),and that by his/tier/thelr signature(s)on the instrument,the Individual(s),or the person upon behalf of which the individual(s)acted,executed the Instrument,and that such individual made such appearance before the undersigned in the city of State of (signature and office of Individual taking admoMedgment) SECTION 078.00 BLOCK 04.00 BARGAIN AND SALE DEED LOT 017.000 COUNTY OR TOWN of WITH COVENANT AGAINST GRANTOR'S ACTS Southold Title No. STREET ADDRESS 1280 Corey Creek Lane SKJ COREY CREEK,LLC TO Recorded at Request of 1280 COREY CREEK LLC COMMONWEALTH LAND TITLE INSURANCE COMPANY RETURN BY MAIL TO; Distributed by J. Kevin McLaughlin, Esq. P.O.Box 1210 �monwealth Southold,NY 11971 CoMMowaALTH LAND TmE INSURA1Ce COMPANY RESERVE THIS SPACE FOR USE OF RECOROING OFFICE d R 6 LIMITI<(D LIABILITY COMPANY 01"E,RATING AGREEMENT Or 1280 Corey Creek LLC This Multi-member LLC Operating Agreement represents 1280 Corey Creek LLC that was formed in the State of New York on June 25th 2018,hereinafter known as the"Company". There are a total of Three(3) Members in the Company known as: Richard Corazzini,of 8500 Nassau Point Road,Cutchogue,Cutchogue,New York, 11935 and has 98%percent ownership-interest in the Company; Richard Corazzini,of 8500 Nassau Point Road,Cutchogue,New York, 11935 and has I%percent ownership-interest in the Company; Cheryl Corazzini,of 8500 Nassau Point Road,Cutchogue,New York, 11935 and has I% ownership-interest in the Company; hereinafter known as the"Member(s)". WHEREAS the Member(s)desire to create a limited liability company�under the laws of the State of New York and set forth the terms herein of the Company's operation and-the relationship between Member(s). THEREFORE, in consideration of the mutual covenants set forth herein and other valuable consideration, the receipt and sufficiency of which hereby are acknowledged,the Member(s)and the Company agree as follows: 1.Name and Principal Place of Business The name of the Company is 1280 Corey Creek LLC with a principal place of business at 8500 Nassau Point Road,Cutchogue,New York, 11935.The mailing address shall be PO Boa 1281, Cutchogue,New York, 11935. Page 1 ! r 2. Registered Agent i The name of the Registered Agent is.1. Kevin McLaughlin witli a registered office located at PO Box 1210, Southold,New York, 11935 for the service of process as ofJune 25th 2018.This may ' change at any time by the Company filing an amendment with the Secretary of State,or respective f office, in the State of New York. 3.Formation The Company was formed on June 25th 2018,when the Member(s)filed the Articles of Organization with the office of the Secretary of State pursuant to the statutes governing limited liability companies in the State of New York(the"Statutes"). 4. Purpose The purpose of the Company is to engage in and conduct any and all lawful businesses,activities or functions,and to carry on any other lawfiil activities in connection with or incidental to the foregoing,as the Member(s) in their discretion shall determine. 5.Term The term of the Company shall be perpetual,commencing'on the filing of the Articles of Organization of the Company,and continuing until terminated under the provisions set forth herein. 6. Member(s)Capital Contributions The Member(s)shall not be providing any initial capital contributions to the LLC. 7. Distributions For purposes of this Agreement"net profits"and"net losses"mean the profits or losses of the Company resulting from the conduct of the Company's business,after all expenses, including Page 2 6 n t u depreciation allowance, incurred in connection with the conduct of its business for which such expenses have been accounted. x } The term"Cash Receipts"shall mean all Cash Receipts of the Company from whatever source derived, including without limitation capital contributions made by the Member(s);the proceeds of any sale,exchange,condemnation or other disposition of all or any part of the assets of the Company;the proceeds of any loan to the Company; the proceeds of any mortgage or refinancing of any mortgage on all or any part of the assets of the Company; the proceeds of any insurance policy for fire or other casualty damage payable to the Company;and the proceeds from the liquidation of assets of the Company following termination. The term"Capital Transactions"shall mean any of the following: the sale of all or any part of the assets of the Company;the refinancing of mortgages or other liabilities of the Company;the receipt of insurance proceeds;and any other receipts or proceeds are attributable to capital. The"Capital Account"for each Member shall mean the account created and maintained for the Member(s) in accordance with Section 704(b)of tite Internal Revenue Code and Treasury Regulation Section 1.704-1(b)(2)(iv). The term"Members' Percentage Interests"shall mean the percentages set forth with the name of each Member. During each annual period the net profits and net losses of the Company(other than from Capital Transactions), and each item of income, gain, loss,deduction or credit entering into the computation thereof,shall be credited or charged,as the case may be, to the capital accounts of each Member in proportion to the Members' Percentage Interests.The net profits of the Company from Capital Transactions shall be allocated in the following order of priority: (a)to offset any negative balance in the capital accounts of the Member(s) in proportion to the amounts of the negative balance in their respective capital accounts, until all negative balances in the capital accounts have been eliminated;then(b)to the Members in proportion to the Members' Percentage Interests.The net losses of the Company from Capital Transactions shall be allocated in the following order of priority: (a)to the extent that the balance in the capital accounts of any Member(s)are in excess of their original contributions,to such Members in proportion to the excess balances until all such excess balances have been reduced to zero;then(b)to the Member(s) in proportion to the Members' Percentage Interests. The Cash Receipts of the Company shall be applied in the following order of priority: (a)to the payment of interest or amortization on any mortgages on the assets of the Company,amounts due Page 3 J on debts and liabilities of the Company other than those due to any Member(s),costs of the construction of the improvements to the assets of the Company and operating expenses of the E Company;(b)to the payment of interest and establishment of cash reserves determined by the Member(s)to be necessary or appropriate, including without limitation, reserves for the operation of the Company's business,construction, repairs,replacements,taxes and contingencies;and (d)to the repayment of any loans made to the Company by any Member(s).Thereafter,the Cash Receipts of the Company shall be distributed among the Members as hereafter provided. Except as otherwise provided in this Agreement or otherwise required by law, distributions of Cash Receipts of the Company,other than from Capital Transactions, shall be allocated among the Member(s) in proportion to the Members' Percentage Interests. Except as otherwise provided in this Agreement or otherwise required by law, distributions of Cash Receipts from Capital Transactions shall be allocated in the following order or priority: (a)to the Members) in proportion to their respective capital accounts until each Member has received cash distributions equal to any positive balance in their capital account;then(b)to the Members)in proportion to the Members' Percentage Interests. It is the intention of the Member(s)that the allocations under this Agreement shall be deemed to have"substantial economic effect"within the meaning of Section 704 of the Internal Revenue Code and Treas. Reg. Section 1.704-1. Should the provisions of this Agreement be inconsistent with or in conflict with Section 704 of the Code or the Regulations thereunder, then Section 704 of the Code and the Regulations shall be deemed to override the contrary provisions thereof. If Section 704 or the Regulations at any time require that limited liability company operating agreements contain provisions which are not expressly set forth herein,such provisions shall be incorporated into this Agreement by reference and shall be deemed a part of this Agreement to the same extent as though they had been expressly set forth herein. 8. Books Records and Tax Returns The Member(s),or their designees,shall maintain complete and accurate records and books of the Company's transactions in accordance with generally accepted accounting principles. The Company shall furnish each Member,within seventy-five(75) days after the end of each fiscal year,an annual report of the Company including a balance sheet,a profit and loss statement a capital account statement;and the amount of such Member's share of the Company's income,gain, losses, deductions and other relevant items for federal income tax purposes. Page 4 S x The Member(s) intends that the Company shall be taxed as a S-Corporation in accordance with the provisions of the Internal Revenue Code,The Company shall prepare all federal, State and local ' income tax and information returns for the Company,and shall cause such tax and information , returns to be timely filed. Within seventy-five(75)days after the end of each fiscal year,the Company shall forward to each person who was a Member during the preceding fiscal year a true copy of the Company's information return filed with the Internal Revenue Service for the preceding fiscal year. All elections required or permitted to be made by the Company under the Internal Revenue Code, and the designation of a tax matters partner pursuant to Section 6231(a)(7)of the Internal Revenue Code for all purposes permitted or required by the Code,shall be made by the Company by the affirmative vote or consent of Member(s)holding a majority of the Members' Percentage Interests. Upon request, the Company shall furnish to each Member,a current list of the names and addresses of all of the Members)of the Company, and any other persons or entities having any financial interest in the Company. 9. Bank Accounts All funds of the Company shall be deposited in the Company's name in a bank account or accounts as chosen by the Member(s). Withdrawals from any bank accounts shall be made only in the regular course of business of the Company and shall be made upon such signature or signatures as the Member(s)from time to time may designate. 10. Management of the Company The business and affairs of the Company shall be conducted and managed by the Members)in accordance with this Agreement and the laws of the State of New York. Except as expressly provided elsewhere in this Agreement,all decisions respecting the management,operation and control of the business and affairs of the Company and all determinations made in accordance with this Agreement shall be made by a vote of the Members unanimously. Page 5 Notwithstanding any other provision of this Agreement, the Members shall not, without the prior authorization of the Members unanimously in favor to sell,exchange, lease, assign or otherwise i transfer all or substantially all of the assets of the Company;sell,exchange, lease(other than space; leases in the ordinary course of business),assign or transfer the Company's assets; mortgage, pledge or encumber the Company's assets other than is expressly authorized by this Agreement; prepay,refinance,modify, extend or consolidate any existing mortgages or encumbrances; borrow money on behalf of the Company; lend any Company funds or other assets to any person;establish any reserves for working capital repairs,replacements, improvements or any other purpose;confess a Judgment against the Company; settle,compromise or release,discharge or pay any claim, demand or debt, including claims for insurance;approve a merger or consolidation of the Company with or into any other limited liability company,corporation,partnership or other entity;or change the nature or character of the business of the Company. The Members shall receive such sums for compensation as Members of the Company as may be determined from time to time by the affirmative vote or consent of Members holding a majority of, the Members' Percentage Interests. 11.Meetings of Members r The annual meeting of the Members shall be held on the l5th of March(day/month)at the principal office of the Company or at such other time and place as the Members determine, for the purpose of transacting such business as may lawfully come before the meeting. If the day fixed for the annual meeting shall be a legal holiday, such meeting shall be held on the next succeeding business day. The Members may by resolution prescribe the time and place for the holding of regular meetings and may provide that the adoption of such resolution shall constitute notice of such regular meetings. Special meetings of the Members, for any.purpose or purposes,may be called by any Members(or such other number of Members as the Members from time to time may.specify). Written or electronic notice stating the place,date,and time of the meeting,the means of electronic video screen communication or transmission,if any,and describing the purposes for which the meeting is called,shall be delivered not fewer than ten(10)days and not more than sixty(60)days before the date of the meeting to each Member, by or at the direction of the Manager or the Member(s)calling the meeting,as the case may be. Page 6 t At any meeting of the Members, the presence of'Members holding a majority of the Members' Percentage Interests, as determined from the books of the Company, represented in person or by proxy,shall constitute a quorum for the conduct of the general business of the Company. I-howevcr, if any particular action by the Company shall require the vote or consent of some other number or percentage of Members pursuant to this Agreement,it quorum for the purpose of taking such action shall require such other number or percentage of Members. If a quorum is not present,the meeting may be adjourned from time to time without further notice,and if a quorum is present at the adjourned meeting any business may be transacted which might have been transacted at the meeting as originally notified.The Members present at a duly organized meeting may continue to transact business until adjournment, notwithstanding the withdrawal of enough Members to leave less a quorum. At all meetings of the Members,a Member may vote by proxy executed in writing by the Member or by a duly authorized attorney-in-fact of the Member. Such proxy shall be filed with the Company before or at the time of the meeting. A Member of the Company who is present at a meeting of the Members at which action on any matter is taken shall be presumed to have assented to the action taken, unless the dissent Of Such Member shall be entered in.the minutes of the meeting or unless such Member shall file a written dissent to such action with the person acting as the secretary of the meeting before the meeting's adiournment. Such right to dissent shall not apply to a Member who voted in favor of such action. Unless otherwise provided by law, any action required to be taken at a meeting of the Members, or any other action which may be taken at a meeting of the Members,may be taken without a meeting if a consent in writing,setting forth the action so taken,shall be signed by all of the Members entitled to vote with respect to the subject. Members of the Company may participate in any meeting of the Members by means of conference telephone or similar communication if all persons participating in such meeting can hear one another for the entire discussion of the matters to be vote upon.Participation in a meeting pursuant to this paragraph shall constitute presence in person at such meeting. 12.Assignment of Interests Except as otherwise provided in this Agreement, no Member or other person holding interest in the Company may assign,pledge,hypothecate,transfer or otherwise dispose of all or any part of their interest in the Company, including without limitation,the capital,profits or distributions of the Company without the unanimous vote of the Members in each instance. Page 7 r. I A Member may assign all orally part of such Member's interest in the allocations and distributions of the Company to any of the following(collectively the"permitted assignees"): any person, corporation, partnership or other entity as to which the Company has permitted to the assignment of such interest in the allocations and distributions of the Company in accordance with Section 14 of this Agreement. An assignment to a permitted assignee shall only entitle the permitted assignee to the allocations and distributions to which the assigned interest is entitled, unless such permitted assignee applies for admission to the Company and is admitted to the Company as a Member in accordance with this Agreement. The Members agree that a Member may voluntarily withdraw from the Company only with the approval,vote, or consent consisting of a unanimous vote of the Members. Unless the withdrawing member's ownership interest was sold it shall be transferred to the remaining Members) in the Company at the same ownership interest percentage ratio that exists at the time of withdrawal.After being removed from the Company the withdrawing Member shall be unequivocally released from any legal or financial liability that is related to the Company unless otherwise agreed upon. An assignment,pledge, hypothecation,transfer or other disposition of all or any part of the interest of a Member in the Company or other person holding any interest in the Company in violation of the provisions hereof shall be null and void for all purposes. E No assignment,transfer or other disposition of al l or any part of the interest of any Member permitted under this Agreement shall be binding upon the Company unless and until a duly executed and acknowledged counterpart of such assignment or instrument of transfer, in form and substance satisfactory to the Company,has been delivered to the Company. No assignment or other disposition of any interest of any Member may be made if such assignment or disposition,alone or when combine with other transactions,would result in the termination of the Company within the meaning of Section 708 of the Internal Revenue Code or under any other relevant section of the Code or any successor statute.No assignment or other disposition of any interest of any Member may be made without an opinion of counsel satisfactory to the Company that such assignment or disposition is subject to an effective registration under,or exempt from the registration requirements of,the applicable Federal and State securities laws.No interest in the Company may be assigned or given to any person below the age of 21 years or to a person who has been adjudged to be insane or incompetent. Anything herein contained to the contrary,the Company shall be entitled to treat the record holder of the interest of a Member as the absolute owner thereof,and shall incur no liability by reason of distributions made in good faith to such record holder, unless and until there has been delivered to the Company the assignment or other instrument of transfer and such other evidence as may be Page 8 T reasonably required by the Company to establish to the satisfaction of the Company that an interest t has been assigned or transferred in accordance with this Agreement. G 13. Right of First Refusal i If a Member desires to sell,transfer or otherwise dispose of all or any part of their interest in the Company, such Member(the"Selling Member')shall first offer to sell and convey such interest to the other Members of the Company before selling,transferring or otherwise disposing of such interest to any other person,corporation or other entity. Such offer shall be in writing,shall be given to every other Member,and shall set forth the interest to be sold,the purchase price to be paid,the date on which the closing is to take place(which date shall be not less than thirty nor more than sixty(60)days after the delivery of the offer),the location at which the closing is to take place,and all other material terms and conditions of the sale,transfer or other disposition. Within fifteen(15)days after the delivery of said offer the other Members shall deliver to the Selling Member a written notice either accepting or rejecting the offer. Failure to deliver said notice within said fifteen (15)days conclusively shall be deemed a rejection of the offer. Any or all of the other Members may elect to accept the offer,and if more than one of the other Members elects to accept the offer, the interest being sold and the purchase price therefore shall be allocated among the Members so accepting the offer in proportion to their Members' Percentage Interests, unless they otherwise agree in writing. If any or all of the other Members elect to accept the offer,then the closing of title shall be held in accordance with the offer and the Selling Member shall deliver to the other Members who have accepted the offer an assignment of the interest being sold by the Selling Member,and said other Members shall pay the purchase price prescribed in the offer. If no other Member accepts the offer,or if the Members who have accepted such offer default in their obligations to purchase the interest,then the Selling Member, within one-hundred and twenty (120)days after the delivery of the offer,may sell such interest to any other person or entity at a purchase price which is not less than the purchase price prescribed in the offer and upon the terms and conditions which are substantially the same as the terms and conditions set forth in the offer, provided all other applicable requirements of this Agreement are complied with.An assignment of such interest to a person or entity who is not a Member of the Company shall only entitle such person or entity to the allocations and distributions to which the assigned interest is entitled,unless such person or entity applies for admission to the Company and is admitted to the Company as a Member in accordance with this Agreement. Page 9 • +#t1 t If the Selling Member does not sell such interest within said one-hundred and twenty(120)days, then the Selling Member may not thereafter sell such interest without again offering such interest to the other Members in accordance with this Agreement. 1 14.Admission of New Members The Company may admit new Members(or transferees of any interests of existing Members) into by the purchase of another Member's ownership interest and a vote for adding the new Member consisting of the unanimous vote of the Members in each instance. As a condition to the admission of a new Member,such Member shall execute and acknowledge such instruments,in form and substance satisfactory to the Company,as the Company may deem necessary or desirable to effectuate such admission and to confirm the agreement of such Member to be bound by all of the terms,covenants and conditions of this Agreement,as the same may have been amended. Such new Member shall pay all reasonable expenses in connection with such admission, including without limitation,reasonable attorneys' fees and the cost of the preparation, filing or publication of any amendment to this Agreement or the Articles of Organization,which the Company may deem necessary or desirable in connection with such admission. No new Member shall be entitled to any retroactive allocation of income, losses,or expense deductions of the Company.The Company may make pro rata allocations of income, losses or expense deductions to a new Member for that portion of the tax year in which the Member was admitted in accordance with Section 706(d)of the Internal Revenue Code and regulations thereunder. In no event shall a new Member be admitted to the Company if such admission would be in violation of applicable Federal or State securities laws or would adversely affect the treatment of the Company as a partnership for income tax purposes. 15. Sale of Company The sale of the Company,either partially or in its entirety,shall only be approved Richard and Cheryl Corazzini.Any purchase agreement that is presented to the Company shall be reviewed by up to fifteen(15)days by the Members and put up to a vote within a seven(7)day period thereafter. At the option of any Member the vote may be delayed by up to thirty(30)days to review the details of the purchase. Page 10 If an agreement to sell the Company is approved by the Members, then all sale proceeds shall first be paid to the debt of the Company unless the Buyer is accepting some or all of the debt as part of the purchase.All remaining proceeds shall be dispersed in relation to each Member's percent ownership-interest in the Company. 16. Withdrawal Events In the event of the death,retirement,withdrawal,expulsion,or dissolution of a Member,or an event of bankruptcy or insolvency,as hereinafter defined,with respect to a Member, or the occurrence of any other event which terminates the continued membership of a Member in the Company pursuant to the Statutes(each of the foregoing being hereinafter referred to as a"Withdrawal Event"),fihe Company shall terminate sixty(60)days after notice to the Members of such withdrawal Event unless the business of the Company is continued as hereinafter provided. Notwithstanding a Withdrawal Event with respect to a Member, the Company shall not terminate, irrespective of applicable law, if within aforesaid sixty day period the remaining Members, by the unanimous vote or consent of the Members(other than the Member who caused the Withdrawal Event),shall elect to continue the business of the Company. i In the event of a Withdrawal Event with respect to a Member,any successor in interest to such Member(including without limitation any executor,administrator, heir,committee, guardian,or other representative or successor) shall not become entitled to any rights or interests of such Member in the Company, other than the allocations and distributions to which such Member is entitled, unless such successor in interest is admitted as a Member in accordance with this Agreement. An "event of bankruptcy or insolvency"with respect to a Member shall occur if such Member:(1) applies for or consents to the appointment of a receiver,trustee or liquidator of all or a substantial pant of their assets;or(2)makes a general assignment for the benefit of creditors;or(3) is adjudicated a bankrupt or an insolvent;or(4)files a voluntary petition in bankruptcy or a petition or an answer seeking an arrangement with creditors or to take advantage of any bankruptcy, insolvency, readjustment of debt or similar law or statute, or an answer admitting the material allegations of a petition filed against them in any bankruptcy, insolvency,readjustment of debt or similar proceedings;or(5)takes any action for the purpose of effecting any of the foregoing; or(6) an order,judgment or decree shall be entered,with or without the application,approval or consent of such Member, by any court of competent jurisdiction,approving a petition for or appointing a receiver or trustee of all or a substantial part of the assets of such Member, and such order, Page I I judgment or decree shall be entered, with or without the application, approval or consent of such Member,by any court of'competent jurisdiction, approving it petition for or appointing a receiver or trustee of all or a substantial part of the assets of'such Member, and such order,judgment or decree shall continue unstated and in effect for thirty(30)days. 17. Dissolution and Liquidation The Company shall terminate upon the occurrence of any of the following : (i)the election by the Members to dissolve the Company made by the Members unanimously; (ii)the occurrence of a Withdrawal Event with respect to a Member and the failure of the remaining Members to elect to continue the business of the Company as provided for in this Agreement above; or(iii)any other event which pursuant to this Agreement,as the same may hereafter be amended, shall cause a termination of the Company. The liquidation of the Company shall be conducted and supervised by a person designated for such purposes by the affirmative vote or consent of Members holding a majority of the Members' Percentage Interests(the"Liquidating Agent"). The Liquidating Agent hereby is authorized and empowered to execute any and all documents and to take any and all actions necessary or desirable to effectuate the dissolution and liquidation of the Company in accordance with this Agreement. Promptly after the termination of the Company,the Liquidating Agent shall cause to be prepared and furnished to the Members a statement setting forth the assets and liabilities of the Company as of the date of termination.The Liquidating Agent,to the extent practicable, shall liquidate the assets of the Company as promptly as possible, but in an orderly and businesslike manner so as not to involve undue sacrifice. The proceeds of sale and all other assets of the Company shall be applied and distributed in the following order of priority: (l)to the payment of the expenses of liquidation and the debts and liabilities of the Company,other than debts and liabilities to Members;(2)to the payment of debts and liabilities to Members; (3)to the setting up of any reserves which the Liquidating Agent may deem necessary or desirable for any contingent or unforeseen liabilities or obligations of the Company,which reserves shall be paid over to Iicensed attorney to hold in escrow for a period of two years for the purpose of payment of any liabilities and obligations,at the expiration of which period the balance of such reserves shall be distributed as provided; (4)to the Members in proportion to their respective capital accounts until each Member has received cash distributions equal to any positive balance in their capital account, in accordance with the rules and requirements of Treas. Reg. Section 1.704-1(b)(2)(ii)(b);and (5)to the Members in proportion to the Members' Percentage Interests. Page 12 The liquidation shall be complete within the period required by Treas. Reg, Section 1.704- 1(b)(2)(ii)(b)• , Upon compliance with the distribution plan,the Members shall no longer be Members, and the Company shall execute,acknowledge and cause to be filed any documents or instruments as may he necessary or appropriate to evidence the dissolution and termination of the Company pursuant to the Statutes. 18. Representation of Members Each of the Members represents, warrants and agrees that the Member is acquiring the interest in the Company for the Member's own account for investment purposes only and not with a view to the sale or distribution thereof;the Member, if an individual, is of legal age; if the Member is an organization, such organization is duly organized,validly existing and in good standing under the laws of its State of organization and that it has full power and authority to execute this Agreement and perform its obligations hereunder;the execution and performance of this Agreement by the Member does not conflict with, and will not result in any breach of,any law or any order,writ, injunction or decree of any court or governmental authority against or wliich binds the Member, or of any agreement or instrument to which the Member is a party; and the Member shall not dispose of such interest or any part thereof in any manner which would constitute a violation of the Securities Act of 1933,the Rules and Regulations of the Securities and Exchange Commission,or any applicable laws,rules or regulations of any State or other governmental authorities,as the same may be amended. 19. Certificates Evidencing Membership Every membership interest in the Company shall be evidenced by a Certificate of Membership issued by the Company. Each Certificate of Membership shall set forth the name of the Member holding the membership interest and the Member's Percentage Interest held by the Member,and shall bear the following legend: "The membership interest represented by this certificate is subject to,and may not be transferred except in accordance with, the provisions of the Operating Agreement of 1280 Corey Creek LLC dated effective as of June 25th 2018,as the same from time to time may be amended,a copy of which is on file at the principal office of the Company." Page 13 F, k b 20.Notices E S 1 All notices, demands, requests or other communications which any ofthe parties to this Agreement may desire or be required to give hereunder shall be in writing and shall be deemed to have been properly given if sent by courier or by registered or certified mail,return receipt requested,with postage prepaid, addressed as follows: (a) if to the Company, at the principal place of business of the Company designated by the Company;and(b) if to any Member,to the address of said Member first above written,or to such other address as may be designated by said Member by notice to the Company and the other Members pursuant to this Agreement. 21. Arbitration Any dispute,controversy or claim arising out of or in connection with this Agreement or any breach or alleged breach hereof shall, upon the request of any party involved, be submitted to,and settled by,arbitration in the city in which the principal place of business of the Company is then located, pursuant to the commercial arbitration rules then in effect of the American Arbitration Association (or at any other time or place or under any other form of arbitration mutually acceptable to the parties involved). Any award rendered shall be final and conclusive upon the parties and a judgment thereon may be entered in a court of competent jurisdiction.The expenses of the arbitration shall be borne equally by the parties to the arbitration,provided that each party shall pay for and bear the cost of its own experts,evidence and attorneys' fees,except that in the discretion of the arbitrator any award may include the attorney's fees of a party if the arbitrator expressly determines that the party against whom such award is entered has caused the dispute,controversy or claim to be submitted to arbitration as a dilatory tactic or in bad faith. 22.Amendments This Agreement may not be altered, amended,changed,supplemented,waived or modified in any respect or particular unless the same shall be in writing and agreed to by the affirmative vote or consent of Members holding a majority of the Members' Percentage Interests.No amendment may be made to Articles that apply to the financial interest of the Members,except by the vote or consent of all of the Members.No amendment of any provision of this Agreement relating to the voting requirements of the Members on any specific subject shall be made without the affirmative vote or consent of at least the number or percentage of Members required to vote on such subject. 23.Miscellaneous This Agreement and the rights and liabilities of the parties hereunder shall be governed by and determined in accordance with the laws of the State of New York. If any provision of this Page 14 v ,A J k • Agreement shall be invalid or unenforceable,such invalidity or unenforceability shall not aliect the other provisions of this Agreement, which shall remain in iirll force and effect. f i The captions in this Agreement are for convenience only and are not to be considered in construing 3 this Agreement. All pronouns shall be deemed to be the masculine, feminine, neuter,singular or plural as the identity of the person or persons may require. References to a person or persons shall include partnerships, corporations, limited liability companies,unincorporated associations, trusts, estates and other types of entities. This Agreement,and any amendments hereto may be executed in counterparts all ol'which taken together shall constitute one agreement. This Agreement sets forth the entire agreement of the parties hereto with respect to the subject matter hereof. It is the intention of the Member(s)that this Agreement shall be the sole agreement of the parties,and,except to the extent a provision of this Agreement provides for the incorporation of federal income tax rules or is expressly prohibited or ineffective under the Statutes,this Agreement shall govern even when inconsistent with,or difibrent from,the provisions of any applicable law or rule.To the extent any provision of this Agreement is prohibited or otherwise ineffective under the Statutes,such provision shall be considered to be ineffective to the smallest degree possible in order to make this Agreement effective under the Statutes. Subject to the limitations on transferability set forth above,this Agreement shall be binding upon and inure to the benefit of the parties hereto and to their respective heirs,executors,administrators, successors and assigns. No provision of this Agreement is intended to be for the benefit of or enforceable by any third party. hN WITNESS WHEREOF,the Member(s)have executed this Agreement on June 25th 2018. The Members)of 1280 Corey Creek LLC `2rI�4 Richard Corazzi Ar Richard azzini 0 r. `Arno- .v Cheryl Corazzini ', Page 15 FLOOD MAP DATA: SURVEYOFPROPERTY MAP DATE: SEPT. 25, 2009 FLOOD ZONE: AE (EL.6) LOT 15 MAP OF COREY CREEK ESTATES FILED: AUGUST 15, 1967 — MAP #:4923 SITUATE AT BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. COREY CREEK LANE SURVEYED: JANUARY 29, 2022 EDGE OF PAVEMENT /6 S 81005,10" 170.03' n O x!14' O If x5.2'/ O X4.3' coN d \ I I / M^' StO 'LA'g^ 'e 21.2 / �2a N �, a y2 R1280 43.6j `r F F S.A. 41 I �i / / / / wpO�A�cK 1 -x 7=— ---- --- x52' 6' ----------- x4.4' — — x3.2' j,OT 2 _ WETLANDS BOUNDWY LOT 14 — N-CONSUULBy ► k x3.3' 1z-,s-1B k k EDGE��SH k k A- --v k kk k Vx3.2- k Y k k k k A, o k k 3 k k kCD k A- k k e A- k N x3.1' A- k k� k k k k k X IL N `_ N A- k k X ---_ _g• o EDGE DF MARSH x3.3' N ai o x4.4' 3—• v x4.3' W _ ----- 0 _ x3.6' L O L H 0 `MHWL 07/06/2016 0M i 00 T —3' > CIO -o 3� x2.6' A o H TIE LINES ALONG MHWL 12/19/2016 31. 0 81.81' ' " C N 83°50'13" W 85°2 m MLWL m U O O T m 0 O U 00 O N N COREY CREEK N La N NOTES: 1. PROPERTY KNOWN AS TAX MAP# 1000-78-04-017.0 2. LOT AREA =29,709 SQ.FT. (0.682 ACRE(S)) 3. THIS SURVEY WAS PREPARED USING A TRIMBLE 3 S3 ROBOTIC TOTAL STATION. 4. PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY. 5. ELEVATIONS ARE NAVD88 DATUM. " •3 m STANDARD NOTES: ° O 1. COPYRIGHT 2022 MICHAEL K.WICKS LAND SURVEYING COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED •E 2. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A OR EMBOSSED SEAL SHALL NOT BECONSIDERED TO BE A VALID COPY. LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209• SUB—DIVISION 2, OF NEW YORK STATE EDUCATION LAW. 3. ONLY BOUNDARY SURVEY.MAPS WITH THE SURVEYOR'S EMBOSSED SEAL --�.. MICHAEL K. W IcKs ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL ��F �V�� WORK AND OPINION. Y 4. CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAPo WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF �� EL K. O� LAND SURVEYING PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. THE CERTIFICATION IS 15 FROWEIN ROAD - SUITE E2 E LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, TO THE TITLE COMPANY,TO THE GOVERNMENTAL AGENCY, AND TO THE j CENTER MORICHES, NEW YORK 11934 LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP. * O 5. THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. k , VOICE.• 631.874.056 — FAX: 631.909.3845 m 6. THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE ,�,.• www.wickslandszrveying.com IL NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED. IF ANY UNDERGROUND RECORDS OF RICHARD C. DRAKE IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN,THE M IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY. — 7. THE OFFSET (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO OS039� Q` ��j E: SURVEYED BY: DRAWN BY: SHETHE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE =3O' M.W. T.W.W. 1 OF 1 ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, SIL, ��S P.L.S. #50390 POOLS, PATIOS PLANTING AREAS.ADDITIONS TO BUILDINGS, AND ANY OTHER U TYPE OF CONSTRUCTION. 0 ELEV 5.25' EXISTING SANITARY w z > c m LL z REMOVE EXISTING WALL SYSTEM TO REMOVED LOT 14 ELECTRIC FOR o o Y ;204.76TREATMENT UNIT d o b= REMOVE96SFSHED 6.P' PROPOSED HYDROACTION \ PRIVATE WELL WATER rn v 1 AN500 TREATMENT UNIT EXISTING CONTOURS 0 Q Q U I —ABANDON EXISTING WELL I I ' \Y 21 y O' �i \ `� C.O, PROPOSED INFILTRATOR QUICK 4PLUS =_-j am: TOOKI I?/E !„ Nus RS°�1Ui;,pARr 1, 'fl�6,41._ �\N ,��C�o p^ HOL `' n ELEV 5.40' Z 1 1 I y r a �?ht..!EAIED '�Y y 7.o O y •'Sn C !',_ ;'., y y 1 !23.3 1 ` ` ' 1 F I W 1 w CQNSU4,i IJ7J y I ^ \ j9-�'1 y y 1 I I \ A \�0tf\N y0 V PROPOSED CONTOURS J g ` r I I II y y y y y y y y y �•y '�y 1I_ —; 1 i Y Gy N n0`2 O \ p- ��\� O y Q ELEV 5.15' PROPOSED 1117 SF O Q I I , v LL y y y o' 1, Z r c cn \ a GRAVEL DRIVEWAY W Q I y- I y y y o Al �' i - -A-1 bP.....O n '� ppV Y PROPOSED 115 SF D y T 2 `�1. 1 V y 1- I i C` 1 1 LL Q ♦Z ♦J V q 1 y .v y ;.,-� 6 cr_ 4 I 0 0 1 G�yN 1 y (� GRAVEL WALKWAY Q WZ. ` J II � I 1 11 y yy yy y yy yy y y 18.7 I, 11 c 01>OsNTN �L \ �� a(/!i'\(� O I fn0N zd v 0 J Q 00 E LEV 11 \j•� 1 �� \ _ _ ` t to oc tA' I % WZ LLJ ,FOOD 1taAL C 14 ..r y \I�' n, r u> ''lI� \ OUTLINE OF EXISTING ?y'� WATER MAIN� RESIDENCE TO BE DEMOLISHED pU° uZw Q jd_Z I I 1 LOT AREA=29,709 SF=0.682 AC 7�7 - O PROPOSED I _ I., I NOTES: I `I 11 y y y y y y y y SILT FENCE I I PROPOSED EATERRVIC ` 1. ELEVATION DATA BASED ON NAVD 1988 r^ Y — — 1 — — h I y y y v I ELEV .0' ` NO NEIGHBORING WELL WITHIN 150'OF PROPOSED 2 T —1 —� 2. S 08055t2h" W 1 i 230.72' s SANITARY SYSTEM. 3. EXISTING SANITARY SYSTEM TO BE REMOVED. QQ�� LOT 27 �2 0.4 4. PROPOSED FILL FOR SITE=60 CUBIC YARDS. PRIVATE WELL WATER Q ~ I CAD LANE CR EEK 1n CD gEY 0 15 30 IZ s / Ww>- W?W? Woo EXIST.GRD=8.0(2022 WICKS SURVEY) O 0.0'-0.3' TOP SOIL PT LOT 15 e 03-1.5' BROWN MAPD OF SILTY SAND SM PERCENT LOT COVERAGE O q3 ,.5'-4.5' PALE BROWN SYSTEM DESIGN INFILTRATOR OESCRIPTIONOFLOT AREA «,QFLQTDQ„ERAGE COREY CREEK ESTATES L) o SAND&GRAVEL SP SITUATE 4 BEDROOM=440 GAUDAY TOTAL LOT AREA 29,709 SF AT BAYVIEW 4.5'-7.0' BROWN 61 LF REQUIRED ADJACENTAREA(UPLAND) 13,570 SF 100% SAND BGRAVEL SP HIGHEST EXPECTED TOWN OF SOUTHOLD WATER GROUND WATER EL 2.0 621E PROVIDED MAX.ALLOWABLE COVERAGE 2,714 SF 20% GROUND WATER EL 1.0 PROPOSED LOT COVERAGE (ADJACENT)— SUFFOLK COUNTY, NEW YORK 7,0'-12.9 WET BROWN SP o SAND BORING BY:ROY K,REISSIG,PE HOUSE 2,115 SF 15.6% FILED: AUGUST 15, 1967 TAKEN ON:FEBRUARY 17,2022 PATIO 8PORCH 5115E 3.8% MAP No: 4923 TEST HOLE DATA TOTAL LOT COVERAGE 2,626 SF 19.35% SCTM: 1000-078-04-017 1 N.T.S a 073A000 .. ` 054.2500 066.0000 a 024.5010 z m LL m 1 I 024.8750 F+--36°TRENCH WIDTH $ i a w I I 032.5000 ¢u a rc 24.8750 �z PRESSURIZEDPIPE HOLE LOCATION f END CAP 2 INFILTRATOR QUICK 4 PLUS PSD 04,5010 2 N.T.S 1.2500076.0000 070.00 0 057,2500 132' 11 PLC CONTROL tl1 PROVIDE G PANEL WI HP80 J SECONDARY PROVIDE Fa— SAFETY COVER SECONDARY _ W PROP.RES, iGROUND ELEVATION 8.0 E SAFETY COVER F.F EL 9.0 3 1 CIO L_ T I -I-•-•-- _B',PRESSl1R12ED 12°MIN.COVER INV.EL.7.0 F=�----- PROPOSED INFILTRATOR TL 10'MIN HYDRO ACTION q i BOTTOM ELEV.6.0 AN500 TANK INV.EL 6.5 2 ROWS-26'LONG INLET INV.EL.6.8 I OW NE OUTLET EXCAVATE DOWN TO NATIVE °a z INV.EL 6.7 ------SAND AND GRAVEL(SEE SOIL B v BORING) y T MIN ABOVE +" asY HIGHEST EXPECTED GROUNDWATER EL 2.0 F w p a w 3 SANITARY SYSTEM PROFILE A 2 N.T.S '^" az ti m Q � Fyo �---32.5000° 7.5° L- "m 66° i 47.5000" ° ^x v1 HYDROACTION TREATMENT UNIT BILL OF MATERIALS C81 DPt---- -^^----O DOSING PUMP ITEM P/N DESCRIPTION QTY: MAIN DWELLING ELEC PANEL HA-180056 TANK,AN500 245 NITROGEN REDUCTION 1 ❑ CB 2 RP1----- o RECIRCULATION PUMP _ QUICK A 180055 TANK,AN500 245 PRETREATMENT 1 DISCONNECT SWITCH \--I---oMIXERPUMP B 100118 COUPLING,4"SCH35PVC SXS 1 (!� C 240018 FG CONNECTING PANEL 24X19 2 MIDWEST P065P CB4 C1 I --AIR HOSE W PUMP --- - - C1 160028 ADHESIVE,CARTRIDGE 1 z TO DIFFUSER i CB 5 C2 240031 SCREW,1"#10 SELF TAP PPH ZINC 2 U)Y�_ ( LLI TO COMROL PA EL 1-71 /-- -W--' RECIRCTIMER ENABLED ❑ 760066 FASTENER'16X '"AT HHCS 1 w} CBA - - ---I L7 GI_ ..,.-,_-_ D1 200013 NUT, '-16 SS 3 Ywz LJ W} _____ WASHER 16 SS 4 El----— -^ I ^; I HIGHWATERALARM D2 200006 0 0_ L y 03 200034 WASHER,SS 'LOCKWASHER 1 C�O E 100110 ASSEMBLY,RE-CIRCULATION 245 COMPLETE 1 �-c p CIRCUIT BREAKER W BREAKERF AP600-P AP600 ATU W/PLATFORM COMPLETE 1 I SPECIFICATIONS G EC50.30-Ll 00-PLC EC50-30-L-100-PLC 1 0 CBA-30AMP GROUND FIELDWIRING H 100023 PIPE,4"PVC SCH35 (1)16"LONG CBI-20AMP MANUFACTURER WIRING I 100023 PIPE,4"PVC SCH35 (1)ifi"LONG CB3-20 AMP -'---^'--PNEUMATIC HOSE(FIELD INSTALL) 180111 TEE,STRAIGHT 4"SCH35 1 CB4-10 AMP C85.10AMP K 100023 PIPE.4"PVC SCH35 (1)10"LONG cli 4 WIRING SKETCH 5 TYPICAL HYDRO ACTION AN500 DETAIL 2 N.T.S 2 N.T.S N N V 2 �� 45 F 38 39 - 10.11 '6 THE NATURE olT y+@ �gI � i < 1 OA(C) � CONSERVANCY 1 I SLEEPY HOLLOW tolz I`/`L.��"� ,yf�� '•►`�'��'lJ ,.,��1 L 1 - .� ss tU.6 V`; / 3-41 sp.13 5.3A(- PI .3Ap w, 70i 708 9 c 6 0.. 1. 10.10 10.5 dig i~ m 1.OA(c) 10.14 1.OA(c) 10 a 1.0 10.4 1 1� n 3Jf m 1P 32 v -.!t-33 'a a 103 gym iw,�'$'3&1� 'a,.n,.Q�.¢'36D:ou'`G0�o•,SSOM a.'1.P1,0A1 20 21 -r439 'q' 23 _ epi 24 c 25 p WOFSpJt::i� ,-mom o 1� �A 3' h - 35 uor p� ' 31 32 33 34 �'�• '(1 7- 1 - 2, 25 Z !.• f 6 . 777-7- C_---. _ i.U' _ - ,o.�,!�'�/ /lam'• � / • -. 1 .^ 15 2 3 :!. 14 ;;. 18.2 1 - _ 16 ? iily ^ 4` 'y01• _ ' - '° s "°?'' r„ - 'f•j`' SEE SEC.N0.076 622 .901`' - -�• '"183 ,<�k r: .. �.�'�4 �. -. a, 20�O 9 1`20 N, . �.•S,OPSS s ,92 a `ye 12P1d ,3-' 5 SPIc� a,c-"__ 30 ; ��(66� 4 a 15. 6z •,ti12, , Zfi;r 2 - 63 ._ 9'3 ao° .a •b � `1L 7 '�0" - 262 33 -'ro +`` •. 6.AS. 11 1\4 z` ,:i' 502 3 a 6 8 .-' E:. `34;:8 35 P54 SNPP'CFt\ CN , +a 7 CN,1 iw, 3g .-. .... 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N cRR 701 D 6EWCR _ _L_ WPSTEWAIFR_ __y<W— o.n Ww --_ am 0u+,e6lgw (21) GENERAL CONSTRUCTION NOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES In combustible construction where there is usable space both above and below the concealed space MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does PLUMBING FIXTURE TRAP SIZE as adopted b New York State May 12, 2020, LIVE DEAD BASED ON TABLE 2602.3 1 NAILING SCHEDULE P Y Y not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately MINIMUM USE LOAD LOAD ( ) Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: E 2020 Energy Conservation Construction Code of New York State, the 1. Ceiling is suspended under floor framing. inches Uninhabitable attics without storage 10 NUMBER AND TYP 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; 2. Floor framin Is constructed of truss-t e o en-web or erforated members. DESCRIPTION OF FASTENER SPACING AND ov g truss-type p p Bathtub (with or without shower head Uninhabitable attics with limited storage 20 10 LOCATION w.. Fuel gas code; Existing building code; Property maintenance code. co ALL CODES shall supercede the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls and/or whirlpool attachments) 1-1/2 ITEM ROOF FRAMING -� Habitable attics&attics served with fixed stair 30 10 drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation Bidet 1-14 Balconies exterior and decks 4-8d BOX (2-112^)OR cn] Q Additions,Alterations& Renovations: shall conform with Appendix J Clothes washer standpipe 2 ( ) 40 10 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL PP 16. Double joists under parallel partitions and under whirlpool tubs. Double around openings in floor and roof framing. Dishwasher on separate trap) 1-1/2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR N p Floor drain 2 3-8d COMMON EACH JOIST,TOE NAIL 2. Written Dimensions take precedence over scaled dimensions tt7 Guards and Handrails per 1607.8.1.1 200 CEILING JOISTS NOTATTACHED TO PARALLEL 4-10d BOX (3")OR `- 17. Metal flashing shall be installed were concrete abuts wood, 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON 3-1/2" FACE NAIL 0 Kitchen sink one or two traps, with or ( ) 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. p Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL U dimensions, exi3ting or new and be responsible for field fit. without dishwasher and food waste disposer) 1-1/2 4 RAFTER HEEL JOINT SEE TABLE 2802.5.2 FACE NAIL 18. Install joist hangers at all flush structural load bearing conditions. _ passenger vehicle garages 5o COLLAR TIES 4-10d Box 3" OR -� � g g Laundry tub (one or more compartments) 5 ( ) v 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, OR 1-1/4"x 20 ga RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER shall be installed in accordance under latest State approved Building Codes. Lavatory - Rooms other than sleeping rooms 40 10 Pp 9 19. All habitable rooms shall be provided with aggregate glazing area of not less S percent of the 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND All systems are to be designed, installed, &specified by the general contractors; HVAC, floor area of that room, and the minimum openable area to the outdoors shall be 4 percent of Shower (based on the total flow rate through Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE electrical or plumbing sub-contractors. the floor area beingventilated. Refer to Residential Code section R303 OF EACH RAFTER OR TRUSS showerheads and bodysprays) Electrical certificates are to be provided the electrical contractor. Stairs 40 20 FIOW rate: 4-16d OR 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 20. All window and door headers to be 2-2x10 unless noted otherwise. 5.7 Bpm and less 1-1/2 Roof 20 20 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-1 Od COMMON TOE NAIL 3-16d BOX OR of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall 21. Vent dryers to exterior as per Section M1502 More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL UJ be the respons bility of the general contractor to verify the depth of all existing footings Vent range hoods as per Section M1503 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING W Z disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 More than 25.8 Bpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION 16d COMMON U TABLE R401.4.1 subscript b: Where:he building official determines that in-place soils 22, Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Rafters having slopes greater than 3/12 with 8 STUD TO STUD(NOT AT BRACED WALL PANELS) (3.5"x 0.162") 24"O.C.FACE NAIL J with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters L/180 p p' g p p g STUD TO STUD AND ABUTTING STUDS AT 16d BOX the allowable bearingcapacity shall be determined b a soils investigation. 9 16"O.C. FACE NAIL P Y Y 9 area in the immediate vicinity of the bedroom and on each story of the dwelling, including INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162") W �. basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180 16d COMMON 6. Cast-in-place concrete shall be air entrained; 5% < 7%total air content b volume and have 10 BUILT-UP HEADER (3-1/2"x 0.162° 16"O.C. FACE NAIL ALONG EDGES 0 P Y bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. Floors ) an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, L/360 5-8d BOX(2-1/2"X0.113") P 9 Y P P P WHENEVER an alteration, addition, or conversion is made to an Existing Residence, TABLE 2302.6 11 CONTINUOUS HEADER TO STUD OR 4-8d COMMON V TOE NAIL l )� garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. the smoke detection system of the ENTIRE residence must be brought up to code, DWELLING-GARAGE SEPARATION All other structural memebers L/240 W All Concrete shall conform to the latest ACI standards. hardwired and interconnected. SEPARATION MATERIAL Exterior walls with stucco finish H/360 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL W ry >_ ^ 8-16d COMMON(3-1/2") FACE:NAIL ON EACH SIDE OF END R404.1.3.2 Reinforcement for Foundation Walls 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 Exterior walls-wind loads/brittle finishes OR 12-16d BOX 3-1/2" jv Concrete foundation walls shall be laterally supported at the top and bottom. Horizontal of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2"-INCH GYPSUM OR L/240 13 DOUBLE TOP PLATE SPLICE ( ) JOIST(MIN 24"LAP SPLICE LENGTH reinforcement shall be provided in accordance with Table R404.1.2 1 .Vertical reinforcement EQUIVALENT TO THE GARAGE SIDE EACH SIDE OF END JOINT) P ( ) in the immediate vicinity of the bedrooms. combination carbon monoxide Exterior walls-wind loads/flexible finishes L/140 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 1 s"O.C. FACE NAIL shall be provided in accordance with Table R404.1.2(2), R404,1.2(3), R404.1.2(4), R404.1.2(5), and smoke alarms shall be permitted in lieu of carbon monoxide alarms. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM 14 OR BLOCKING(NOT TJOIST, BRACED WALL) 16 BOX(3-ON 12"O.C. FACE NAIL � W Q R404.1.2(6), R404.1.2(7)or R404.1.2(8).Vertical reinforcement for flat basement walls BOARD L=span length,H=span height retaining 4 feet (1219 mm)or more of unbalanced backfill is permitted to be determined All CO alarms shall be connected to the lighting circuit with no intervening wall STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL in accordance with Table R404.1.2(9). switch with battery backup. Battery-powered alarms are not allowed. USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD TABLE 2802.5.2 O OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL N D_ O R404.1.3.2; Reinforcement for Foundation Walls: Steel reinforcement shall comply with 24. WALL BRACING: Buildin s shall be braced in accordance with NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 16 TOP OR BOTTOM PLATE TO STUD 3-15d BOX END NAIL A ' Buildings GARAGE LOCATED LESS THAN 3 FEET FROM A 2-16d COMMON ' V / � the requirements of ASTM A615,A706 or A 996. section R602.10.4.2 Continuous sheathingmethod. APPLIED To THE INTERIOR SIDE OF < 0 DWELLING UNIT ON THE SAME LOT Minimum yield strength of reinforcing steel shall be: 40,0000 psi(grade 40), End conditions for braced wall lines for the continuous sheathingshall conform EXTERIOR WALLS THAT ARE WITHIN THIS AREA RAFTER RAFTER GROUND SNOW:20 PSF 3-10d BOX 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL required reinforcement shall be in accordance with Table R404.1.2(1)thru to Figure R602.10.7. Braced wall panel connections SLOPE SPACING 2-16d COMMON 2404.1.2(9). shall comply With nailing schedule and Figures R602.10.8(1)&R603.10.8(2) OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 3-8d Box FACE NAIL SHALL COMPLY WITH TABLE 2702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 18 1" BRACE To EACH STUD AND PLATE z-ad COMMON O Location of Reinforcement:The center of reinforcement in foundation walls shall be 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be 12 FT 20 FT 28 FT 36 FT C'.4 U located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS I I I FLOOR FRAMINGr , � )/1 Vertical reinforcement(if requried per table R404.1.2(8)in basement walls shall be located roof assembly to the foundation. SHALL MEET ASTM Ell AND FIRE STOPPING PER ASTM E814 OR UL 1479 NUMBER OF 16D COMMON NAILS `/ V to provide a maximum cover of 1-1 A inches from the inside face. 4-8d BOX P 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 3-8d COMMON PER JOIST-TOE NAIL 26. ASHPALT SHINGLES: 2905.2.4 Shall comply with ASTM D 3462. 3: 12 1s"O.C. 5 8 10 13 2404.1.3.2; Concrete foundations shall have horizontal reinforcement as follows: Wind resistance of asphalt shingles shall be tested in accordance with RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON Based on Table R404.1.2(i)- includes basement entrances and window wells P g 4: 12 is"O.C. 4 s 8 10 22 PLATE(ROOF APPLICATIONS ALSO) 10d Box s"O.C.TOE NAIL ( ) ( ) ASTM D 7158 and classified as per Table 2905.2.4.1 of the NYS Residential Code. TABLE 2301.2.1.2 Windborne Debris protection Less than 8 foot: Wall Height: One#4 bar within 12 inches of the top of Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or Fastening Schedule for wood structural panels 2-10d BOX E o p g g 9 p 5: 12 16"O.C. 3 5 6 8 BLOCKING TO JOIST E•- wall and One# 4 bar near mid-height of wall. copper roofing nails, minimum 12 gage shank with a minimum- 23 2-8d COMMON EACH END o o P y Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing d �, o p g g Fastener Panel S an Panel S an Panel S an 7: 12 is"O.C. 3 4 5 6 4-16d BOX s wall and One#�I bar near the third points in the wall story. and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer p p p 24 BLOCKING TO SILL OR TOP PLATE 3-16d COMMON TOE NAIL .S E m� m o`o w Type Less than or less than or less than or La m o r- 0 0 N o but not less than 4 per strip or 2 per individual shingle- R905.2.6.Attachment 9: 12 16"O.C. 3 4 4 5 0= E C o 8, C 7. Base design value for visually graded dimensional lumber:Joists, studs Rafters and All equal to 4 feet equal to 6 feet equal to 8 feet 3-16d COMMON ° o N 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) AT EACH BEARING,FACE NAIL -o- o � n. a o o c m Framing lumber shall be DOUG-Fir Larch#2 or better, E = 1,600,000 27, Flame Spread Index: R302.9 12: 12 16"O.C. 3 3 4 4 4-10d BOX „� m ` Er.2 w o Min. Fb for dimensional lumber=850si. < P wall and ceiling finishes shall have a flame spread index-200 No 8 Wood screw �,•o•o w o Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. 16 inches 10 inches 8 inches 26 BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST a o Y 0).9 a) 2."F E Y p Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies based anchor with THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 3-16d COMMON = 2 N 8 >� a 8. o Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. &attics shall have a flame spread index<_25 on center on center on center s N o S L'�,.� o o 3 P 2 inch embedment BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS a _ = 3 u, 10d BOX 24"Q.C.FACE NAIL TO TOP&BOTTOM ~w- o L E' U len ht LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAMS o o o = cc m L a 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: 9 STAGGERED ON OPPOSITE SIDES o �, a, �,w q g g: Smoke-developed Index: R302.10 CONNECTION SHALL BE INCREASED AS FOLLOWS: N ( rn CL _ " `L `m a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D wall and ceilingfinishes having a smoke-developed index 5 450 4-16d BOX C0 r •3 o E g p No 10 Wood screw 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL L a c `� o o v a or stainless steel. Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies HEEL JOINT FACTOR 3-1sd COMMON a o Q o o Et based anchor with 16 inches 12 inches 9 inches H C / H r , o :� -E o b.) Use Copper flashing Only against ACQ Lumber Sill Plates &attics shall have a smoke-developed index<-450 tested with ASTM E 84 or UL 723 2-10d BOX(3") OR t r= E P ` a c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc Z inch embedment on center on center on center 1 / 3 1.5 29 BRIDGING OR BLOCKING TO JOIST 2-8d COMMON(2-1/2P') EACH END, TOENAIL L) E.z.� ¢N c o shall be Hot-Dipped Galvanized or Stainless Steel. len ht N o'- - C C) 0C o r 0 PP 28. SWIMMING POOLS. Shall conform to Section 2326 9 0 a E a o o o c.- 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be 1 /4 1.33 WOD STRUCTURAL PANELS,SUBFLOOR, u en m 5- P m E a.=_o a g 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: 1 / 5 1.25 ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND installed in accordance with the manufacturers latest installation details, Framingconnectors,Allowable Hole diagrams, specifications, etc. Solar ready roof zone area of not less than 300 sq.ft.Access and pathways, roof access points, PARTICLE BOARD WALL SHEATHING TO FRAMING 9 P a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. 1 / 6 1.20 "Micro-Lam" Design Stress: E = 1.9, Fb= 2,600 psi, Fv= 285 psi ground access areas. panels shall not be located less than 18"from a valley SPACING OF FASTENERS DESCRIPTION OF NUMBER AND TYP Z "Parallam PSL"Design Stress: E=2.0, Fb=2,900 psi, Fv=290 psi b.Fasteners shall be installed at opposing ends of the wood structural panel. BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv= 300 psi A permanent certificate indicating the"solar-ready zone"and other requirements of Fasteners shall be located a minimum of 1 inch from the edge of the panel. PANEL EDGES SUPPORTS GABLE END WALL FRAMING O = this section shall be posted near the electrical panel or water heater by the builder. TABLE 802.11 UJ c.Anchors shall penetrate through the exterior wall covering with an embedment length of RAFTER UPLIFT CONNECTION FROM WIND 6d COMMON(SUBFLOOR,WALL) U) I--- 0- 10. 2310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, p g g g 30 3/8"- 1/2" 8d COMMON(ROOF) 6" SEE NOTE A 6" LLj V � The main electrical panel shall have reserved space for a dual ole circuit breaker not less than 2 inches into the building frame, Fasteners shall be located not less than each sleeping rooms in basement, habitable attics, and every sleeping room P P P W (n shall have at least ONE operable emergency escape opening as follows: for future solar electric installation and labeled"for future solar electric". 2-1/2 inches from the edge of concret block or concrete. RAFTER ROOF EXPOSURE C 31 „_ „ 8d COMMON 6" SEE NOTE A 6" J Z Z J > O Sill height of not more than 44 inches above finished floor. SPACING SPAN 19/32 1 d. 9 d.Where screws are attached to masonry or masonry/stucco,they shall be attached FEET ULTIMATE WIND SPEED � A. Minimum net clear opening of 5.7 square feet. 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. (FEET) 32 0 J Z Q Except grade floor openings shall have a minimum net clear 130 140 1-1/8' - 1-1/4 10d COMMON NAILS 6 12' W Q 0 CZ opening of 5 square feet. 31. NEW Construction/Additions&Alterations: Exterior glazing in buildings located in Wood-Borne debris regions shall ROOF PITCH ROOF PITCH = � U W E -o B. Minimum net clear opening height shall be 24 inches. It c"all be the responsibility of the General contractor or his subcontractors to submit be protected from wind bome debris. FIB STRUCTURAL CELLULOSIC 1-1/2"GALV.ROOFING NAIL 3" 6" C) W F- 0 +_' N P 9 9 <5:12 a 5:12 <5:12 2-5:12 FIBERBOARD SHEATHING in detail the design, calculations, drawings,written statements of the mechanical Glazed opening protection shall meet the Large Missle test ASTM E 1996 33 Z ty C. Minimum net clear opening width shall be 20 g g and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 � C- D. emergency Escape and rescue openings shall be operational air conditioning,ventilation. heating systems ( new, existing or upgraded) 5/s"STRUCTURAL CELLULOSIC „ „ L1-1 Garage door glazed opening protection for wind borne debris shall meet 16"O.C. 12 214 201 263 247 34 FIBERBOARD SHEATHING 1-3/4"GALV.ROOFING NAIL 7 7 (� J (/) from the inside of the room without use of keys or tools. stamped by a professional engineer if required by the Owner or Building Dept. ANSI/DASMA 115, Areas within hurricane prone regions: a WHERE Basement contain more than one or more sleeping rooms, (1), within 1 mile of the coastal high water line were the ultimate design 16"O.C. 18 277 259 342 322 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7" 7" an emergency escape opening shall be provided for EACH sleeping room. wind speed is 130 miles per hour or greater. 35 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL 7" 7" Emergancy escape and rescue opening shall open directly to the outside (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 24 340 318 422 396 EXCEPTION: GradEXTERIOR WALL WOOD STRUCTURAL PANELS e;floor or BELOW grade floor openings shall have Imo- 6" DIAMETER -►I A. EXCEPTION: 16"O.C. 28 348 358 476 446 TO RESIST WIND PRESSURES TABLE R602.3(3) a net clear opening of not less than 5 square feet. Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span of 8 feet shall be permitted for opening protection.Panels shall be precut&predrilled to 16"O.C. 32 427 398 529 496 cover the glazed openings with attachment hardware provided in the table below. MIN.WOOD WALL NAIL SPACING MINIMUM NAIL MIN WOOD 11. STAIR HANDRAIL: 2311.7.8 Provide Handrail on at least one side of each „•- Label all panels and store in a clean dry area of the house. 16"O.C. 36 469 438 538 547 STRUCTURAL PANEL STUD continuous run of treads or flight with FOUR OR MORE RISERS. - CONSTRUCTION TYPE Attachments shall be provided in accordance with the table as follows: NAIL SIZE PENETRATION STRUCTURAL i`` ;�' "I", 'II", "III", "IV", OR"V" P THICKNESS SPACING EDGES FIELD N W Handrail Height measured above stair tread nosing, shall not be less than 16"O.C. 42 535 499 664 622 PANEL SPAN RATING C W 34 inches and not more than 38inches. All Handrails shall be continuous c� ~O the full length of the stair from a point direct) above the to riser of a flight 16"O.C. 48 599 559 745 697 6d COMMON NAIL 1..5-)INCH 24/0 7/16"OR 1/2" 16" O.C. 6" 12" 9 Y P 9 � , REFLECTIVE RED (2.5"X 0113"), to a point directly above the lowest riser of the flight. Handrails adjacent to PANTONE#187 ~ z a wall shall have a space of not be less than 1-1/2 inches between the wall 8d COMMON NAIL 1.75 INCH 24/16 7/16"OR 1/2" 16" O.C. 6" 12" Cl) and the handrail,see code for exceptions. Refer to Code for grip size specifications. DESIGN CRITERIA TABLE 507.9.1.3(1) (2.5-X 0131^) ? W W 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" REFLECTIVE IT DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 DI- --I above the floor or grade below shall have a railing not less than 36 inches WHITE FIELD Wind speed: 130 m W U in height. Railings shall have Top rails and Balusters and Bottom rails that are JOIST SPAN GYPSUM BOARD FRAMING SPACING OF FASTENERS No of stories: 2 CONNECTION GYPSUM BOARD SIZE OF NAILS u' � F APPLICATION NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed -- ORIENTATION TO MEMBERS • „ DETAIL <6' 6'1"TO 8' s'1"TO 1 D' 10'1"TO 12' THICKNESS TO WOOD FRAMING are permitted to be of such a size that a 6 Inch sphere cannot pass through. r 7/16 min. Structural plywood Mean Roof Ht: 30 ft FRAMING SPACING NAILS SCREWS Oen sides of stairs with a total rise of more 30 the above the floor or L. Y 9 P Y �u,.....:..,�_� -► �- Panel, Attached to Roof pitch: per plan 1/2"DIA.LAG SCREW 30" 23" 18" 15" �� CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS & 1/2"MAX. SHEATHING P DESIGNATION FOR STRUCTURAL " Frame in accordance Bldg Length per plan 1/2 WALL EITHER DIRECTION 16"O.C. $" 16" grade below shall have guards not less than 34 inches in height measured COMPONENTS THAT ARE OF 1/2" 1/2"DIA.THRU BOLT vertically from the nosing of the treads. TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 Bldg Width Per plan &1/2"MAX. SHEATHING 36" 36" 34" 29" 5/8„ CEILING EITHER DIRECTION 16"O.C. 7' 12 6d COOLER NAILS STROKE WALL EITHER DIRECTION 16"O.C. 7" 12" 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window "F" FLOOR FRAMING INCLUDING of the residential code bldg aspect ratio: 3:1 GIRDERS AND BEAMS of New York State Nailing Sched: Table R602.3(1) 2'1"TO 14' 14'1"TO 16' 16'1"TO 18' TYPE"X" AT LONG 6d COATED NAILS OR opening is located LESS than 24 inches above the finished floor and GREATER GARAGE CEILING 1s"O.C. 6" 6" EQUI EQUIVALANT DRYWALL SCREWS. BENEATH PERPENDICULAR SCREWS SHALL COMPLY WITH than 72 inches above the finished grade or other surface below on the exterior "R" ROOF FRAMING 1/2"DIA.LAG SCREW 5!8„ IRC SECTION R702.3.5.1 �"1+ of the building,the window must be provided with a window opening control device & 1/2"MAX.SHEATHING 13" 11" 10" HABITABLE ROOMS that compiles with 2312.2.2 Window Opening Control Devices. "FR" FLOOR AND ROOF FRAMING UNDER SECTION 602 OF THE BCNYS WIN DOW UNIT 1/2"DIA.THRU BOLT 24„ 21" 19" Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6' o.c. 14. FIREBLOCKINC�AND DRAFTSTOPPING: Fireblocking shall be installed in &1/2"MAX. SHEATHING Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to Intermediate supports shall be spaced 6"o,c.for W N accordance with 2302.11 thru 2302.11.2 and Draftstopping shall be TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 LEDGERS SHALL BE FLASHED minimum 48-inch distance from ridges,eaves and gable end walls;and 4"o,c.to gable end wall framing. [� � installed per 23102.12 thru 2302.12.1 NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) Fireblocking materials R302.11.1 shall be as follows: U 1. Two-inch nominal lumber Applicant shall provide engineered wood placard 2. 1/2"gypsum board on or adjacent to electrical meter box for field inspection. RE'CCE�ED Z _ 3. Batts or blankets of mineral orfiberglas shall be permitted for compliance PLYWOOD STORM PANEL J $- with the 10 foot horizontal fireblockin in walls constructed using parallel Residential structures with Truss type construction, MSI Q ,n � g g Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL JUN 2 2 2023 �I r1w"� > rn t� rows of studs or staggered studs. g M 4. cellulose insulation installed and tested in accordance with ASTM E 119 or for new dwelling and/or any addition,alteration ��E D ASC � j" , -� � � o UL 263,for the specific applications a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Refer to General Notes for Panel Zoning Board of Appeals o shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES of the structure for field inspection QC► L ® F�-I '-O OF FOUNDATION MATERIALS �,/ .� o 1 cn F� Ln CLASS OF MATERIAL LOAD-BEARING PRESSURE Crystalline bedrock 12,000 psf CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) O Sedimentary and foliated rock 4,000 psf A Sandy gravel Bind/or gravel(GW and GP) 3,000 psf WIND DESIGN SUBJECT TO DAMAGE FROM Sand, silty sand, clayey sand, silty gravel and clayey gravel o WIND WINTER ICE SHIELD AIR MEAN OF NIE (SW, SP, SM, SC, GM and GC) 2,000 psf GROUND SPEED TOPOGRAPHIC SPECIAL BORNE SEISMIC FROST DESIGN UNDERLAYMENT FLOOD FR Clay, sandy clay, silty clay, clayey silt, silt and sandy silt LOAD SNOW (MPH) EFFECTS WIND DEBRIS DESIGN WEATHERING LINE TERMITE TEMP REQUIRED HAZARD INDEX G ANNUAL TEMP (CL, ML, MH and CH) 1,500 psf REGION ZONE CATAGORY DEPTH a.When soil tests are required by Section R401.4, 20 LBS 130 P NO NO NOM g SEVERE 3'-0" TIO HEAVYE 11 YES NO 1500 or less 52.1 the allowable hearing capacities of the soil shall be part of the recommendations. M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. O.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. BUILDING DEPARTMENT STAMPS are likely to be present at the site, the allowable bearing capacity shall be R Basic wind speed for risk catagory II from ASCE 7-16 Figure 26,5-16 determined by a soils investigation. Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS _,._.__ i_ _' a Side Elevation V TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED o T, °I ° 0 a) fasten king stud to header with -C CONTINUOUS RIM FULL HEIGHT BLOCKING Min.3"x 11-1/4"net header Header ° , , ° 0 6-16d sinker nails . _ _._. _ _._. _ _._ _ CONTINUOUS IM ADDITIONAL FRAMING KING ° ° ° shall occur a o wall ° ° • '• • METHOD WSP. EXTERIOR SHEATHING C NT R FULL HEIGHT BLOC to . .-._ _. . OR END JOIST CONTINUOUS ALONG LENGTH OR END JOIST MEMBER DIRECTLY ABOVE @ 16 ° ° ° ° ° ° ° fasten to late to header with "OC ALONG °I h II t top f II Q PER TABLE R602.3(3)-FASTENERS 6" OF BRACED WALL PANEL °a's.._?...°" a. --° $° two rows of 16d sinker nails _ ,I II ISI I, ON EDGE, 12"FIELD. INTERIOR SHEATHING BRACED WALL PANEL BRACED WALL PANEL °i Header shall be Top plate continuity is p @ 3"o.c, C •I I•I I•IPER TABLE R602.3(1)OR R602.3(2) _ — fastened to the required per R602.3.2 N IVARIES BY FASTENERS of king stud with Braced wall line co 2-16d NAILS H SIDE EACH 6-16d sinker nails Minimum 40001b header-to-jack-stud 0 continuously sheated O with 1/2"wood .I hI I I METHOD CS-WSP: � °i •x Fasten sheathing to header with 8d common nails in 3 in.grid strap on both side of opening AS PER TABLE R602.3(3) w m attern as shown and 3 in.o.c.in all framin studs and sills structural panels ° Z of -81 ° P 9( ) opposite side of sheathing TOE NAIL 3-8d NAILS - °i C1 •I I'I EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG 8d @ 6"O.C.ALONG °I cMinimum 40001b header-to-jack-stud strap I I I WITH 8d COMMON NAILS BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER B ,I BRACED WALL PANEL 8d @ 6"O.C.ALONG o on both side of opening opposite side of (0.131 X 2.5"LONG) BRACED WALL PANEL P 9 PP °I Panel splice edges shall occur over BRACED WALL PANEL U) • AT 6"O.C.ON EDGE AND 12" O.C. o L sheathing ° and be nailed to common blocking • I, IN FIELD BRACED WALL PANEL D1 - o Min.Double 2x4 framing covered with minimum _ -- within the middle 24"of the portal- BRACED WALL PANEL x am g ° ° o_°_o-o ° ° ° BRACED WALL PANEL BRACED WALL PANEL L ;° 1/2"thick wood strucral panel sheathing -- leg height. One row of 3"o.c.nailing BRACED WALL PANEL X is required in each panel edge. F— I I I' BRACED WALL PANEL INTERIOR FINISH: N � ° i, with 8d common nails @ 3"o.c.in all framing ° q P 9 _ 1' SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d 16"OC ALONG ° studs,blocking,and sills typical if needed I I @ 3-16d @ 16"OC ALONG ( ) YP °i (D I I I' WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG BRACED WALL PANEL 3 16d @ 16"OC ALONG 3 i6d @ i 6"OC EACH ° UJ I•I WITH TABLE R702.3.5 OR BRACED WALL PANEL 2'to 18'(finished width) °j BRACED WALL PANEL BLOCKING MEMEBER ° Min Double 2x4 or °� UJ Z W I'I Min.length 16" 2x6 King&Jack stud 1/2"min.thickness wood structural per Table R602.10.5 panel sheathing TABLE R602.3(1)FOR EXTERIOR WALL _ _ . _ •H. J. SHEATHING CONTINUOUS RIM OR Min double 2 x post Q, —J — — — — — - •rj — — - 4�Q CONTINUOUS RIM OR END JOIST i° No.of jack studs per I• VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST ° Min. (2) YP 2x4 t Table R602.7(1&2) z r �j •I I•I lel OVER AND BE FASTENED TO COMMON STUDS. I° ° Min.(2)1/2"Diameter anchors UJ I I•I I I IHORIZONTAL PANEL JOINTS IN BRACED l 2 16d NAILS EACH SIDE — - ° -° installed per section R403.1.6 Q WALLS PANELS SHALL OCCUR OVER with 2"x 2"x 3/16"plate washer I„jJ r �- W r� ,I INTERIOR` I•I I, AND BE FASTENED TO 1-1/2"THICK - I I'I I'I COMMON BLOCKING FULL HEIGHT BLOCKING ADDITIONAL FRAMING U, SPACING CONTINUOUS ALONG LENGTH I I I I I I' MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING .I II I•I 1. 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG UJ BRACED WALL PANEL •I I•I I'I I• 2 X BOTTOM PLATE METHOD CS - PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 •I I•I I•I I• EDGE SPACING -6" FIGURE R602.10.8(1) FIGURE R602.10.8(2) Attach Sheathing to W (� •I I I I I I• BRACED WALL PANEL CONNECTION WHEN Band or Rim joist with nail sole plat Attach Sheathing nail sole plate 1 i,._ _ �1•,_ ,� BRACED WALL PANEL CONNECTION WHEN SD common nials to joist per 8DBand or common on ni is olo tojoist per PARALLEL TO FLOOR/CEILING PERPENDICULAR TO FLOOR/CEILING at 3°o.c.Top an °° oo Sub-Floor nailing sched. 8D common nials °° °�° nailing sched. (� ^ O P d1 ._a."" . ' Rim Joist � V 0 _ Bottom _ _ ------- ---' at 3' D.C.To and FRAMING FRAMING ° ° ° ° ° Bottom ° ° ° ° ° ° Rim Joist --�'�per Plans N ` FASTENING REQUIREMENTS FOR ° ° ° ° ° ° ° ° ° ° ° ° /Anchor Bolts and < v BRACED WALL PANEL AS PER Holdowns per plans 000 O 1 TABLE R602.3.(3) 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 O 00 0 CEILING OR FLOOR JOIST DIRECTION Simpson 1-1/4" galv. x 20 gage ENDWALL� ENDWALL oA Rafter Connectoractor Were the distance is SIMPSON H2A coil strap with (5) 8d common Connector FLOOR CEILING JOISTS between 9-1/4"to 15-1/4" at each Rafter. With nails in each end at each rafter. N U) DIMENSIONAL LUMBER OR ENGINEERED Typical Metal WINDOW HDR provide blocking @ (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter E A Strapping c F° A JOISTS SEE PLANS at Openings iv braced wall panels (2) 8d x 1-112" nails in plate 4" o.c. Zone Panel Field PROVIDE@STRUCTURAL RIDGES ° o E O p�U O t5 Each Rafter on Each side w CO E ° a t L '11Horizontally attached (5) 8d x 1-1/2 nails in Stud Nail spacing Nailing-See Nailing �,o y o BLOCKING shall have Solid Blocking g° g_ Of Rld a t0 have a — oma o o c m Py 9 TYPICAL sh all a Plywood Joints J Schedule Dw 1 g c y c Z °�' `o 'o' aCi y Simpson LSU skewable hanger °� m w ff° o AT 48"OC SIMPSON H2A 2-�o o o y m a o E2 o- U ,A U u Y 2-BAYS IN c6-ym >T (D2 o °1 N Y BLOCKING @ 48 INCHES ON CENTER Solid blocking between at each Rafter. With 1-114" x 20 Gage Metal Coil a)r N c c, t•c.'C-3 3 rafters attached to top (5) 8d x 1-1/2" nails in Rafter ;-- 52 0 Strap with (5)-8d common nails o o 0 o o a SECTION A-A plate with 8d nails @ 6"o.c. (2)8d x 1-1/2" nails in plate In each end. catch jack studs ° W aZ c `r �' along length of braced wall (5)8d x 1-1/2" nails in Stud Look Out Blocks ,° L co•C C N o.3 o•� Corner Holdowns , a c o U panel. and window or door Header. "0 o Cr . z _ R Referat plans p Typical each side and ALL Less than Gable End Wall °° a 0 ` °' �•o 2 END WALL BLOCKING DETAIL iv yp .- � _ � y f required I;, � or Equal ° L.�• � L s �� U FOR FLOOR AND CEILING BRACING q _. windows and doors. to 12" �N °z' ¢ N ca N 0 O C d E t6 N-p f0 U O L N RIM JOIST BLOCKING BETWEEN RAFTERS BRACED WALL PANELS 0 Cn CU a' P M E a.=o iz NTS Sill Strapping 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH See details on JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL this page. NTSRAFTER TO RIDGE STRAP R802.3 EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS TYPICAL ELEVATION NTS IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT IN LIEU OF RIDGE STRAPS v�/) A MAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. ZZ 7 '^ PER NAILING SCHEDULE, NOTE; 8d COMMON NAILS ARE LOCATED IN THE:UPPER THIRD Cn 4 5 N.T.S. 6 7 2-1/2" LONG 8 OF THE ATTIC SPAC E AND ATTACHED ,J WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE 8 9 TO THE RAFTERS'WITH 4-8D NAILS THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. EACH END O Q W 2X P.T.LEDGER; MUST BE ONE SIZE J CONTINUOUS FLASHING GREATER THAN DECK JOIST AND TREATED WOOD O D NO GREATER THAN THE DEPTH OF THE RIM JOIST DECKING SECURE TO SIMPSON BSC EXTENDED SIMPSON BSC ATTACH TO BAND JOIST WITH 1/2"DIA. HOT-DIPPED TOP OF RIM JOIST WITH I V J PAST JOIST HANGER GALV LAG SCREWS PER TABLE R507.2 AND 1 OD THREADED NAILS OR I I /COMPOSITE RAILING SYSTEM VINYL RA LING ALL THRESHOLD CAREFULPLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) #10 X 3"WOOD SCREWS CUA L I I TOP AND BOTTOM RAIL see Schedule on DWG-1 AT 6"OCC. FLASHED&CAULKED TO AND COLUMN COVER AND POST TO HEADER CONNECTOR POST TO HEADER CONNECTOR tip of lag screw shall fully extend beyond I I PREVENT WATER INTRUSION COMPOSITE DECKING COLUMN CAP.MEET RCNYS i LENGTH EXTERIOR OR the inside face of the band joist. ATTACHED PER I I FOR CODE SIMPSON ABU POST SIMPSON ABU POST 12" Min BEARING WALL GALV.DECK HANGER MANUF.SPECIFICATION n 4"TREATED POST TO CONCRETE BRACKET 4"TREATED POST 0 CONCRETE BRACKET SIMPSON LUS26 @ 2X6 I LUJ I SIDE COVER 2"MINIMUM OR SIDE COVER 2"MINIMUM SIMPSON LUS26 @ 2X8 X 4 TREATED POSTS 6"TREATED POST NOTCH GREATER SIMPSON LUS28 @ 2X10 LAG BOLTED TO JOIST 2 1/2"GALVINIZED CARRIAGE BOLTS 2 1/2"GALVINIZED CARRIAGE BOLTS THAN 50% I AS PER MANUFACTURES OR SIMPSON SD STRUCTURAL R SIMPSON SD STRUCTURAL CLEAR SPECIFICATIONS. CONNECTOR SCREW CONNECTOR SCREW N p (PERCENT)OF _ 2X LEDGER WITH FASTENERS IN ACCORDANCE GRADE GRADE N PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE — = WITH TABLE R507.2 O 1/2"DIA.GALV BOLTS W/ 2 x JOISTS I ADHESIVE ANCHORS:HIGH-STRENGTH ADHESIVE ANCHORS:HIGH-STRENGTH EPDXY ANCHORING ADHESIVE FOR EPDXY ANCHORING ADHESIVE FOR METAL TIE FASTENED ACROSS AND N= LOCK WASHERS. S LLI N ~O TO THE PLATE AT EACH OF THE SIMPSON DTT1Z W/(6)SD#9 x 1-1/2"SCREWS o O J USE WITH THREADED ROD USE WITH THREADED ROD Use 1-114" Metal z NOTCH WITH 8-10D NAILS EACH SIDE ALLOWABLE LOAD PER TIE:840 LBS 2x RIM JOIST ATTACHED WITH Z MECHANICAL ANCHORS;SIMPSON Z MECHANICAL ANCHORS;SIMPSON M NOT LESS THAN 4 LOCATIONS SPACED EQUALLY (3)10D THREADED NAILS OR WEDGE-ALL WEDGE ANCHOR WEDGE-ALL WEDGE ANCHOR Coil Strap 20 Gage --•-'�AND TWO WITHIN 24"OF EACH END OF DECK (3)#10 X 3"WOOD SCREWS 14"DIA.CAST-IN-PLACE 12"' Min LU : . 3. c� � (5) 8d common nails 4 W 14"DIA.CAST-IN-PLACE CONCRETE FOOTING,DOWN TOP PLATES ' ' OR R507.6.2 SIMPSON H2.5AT CONCRETE FOOTING,DOWN TO VIRGIN SOIL o in EACH END at PIPE BLOCKING EACH JOIST FOOTINGS MUST TO VIRGIN SOIL FOOTINGS MUST (MIN 36"BELOW GRADE) EACH Stud. 00 W `� SIMPSON DTT2Z WI(8)1/4"x 1-1/2"SDS SCREWS OVER BEAM BEAR ON (MIN 36"BELOW GRADE) BEAR ON PER R507,3 FOR DECK FOOTINGS " W U SIMPSON BC UNDISTURBED UNDISTURBED 8d 6 oc Along ALLOWABLE LOAD PER TIE: 1,825 LBS BETWEEN EACH o PER R507.3 FOR DECK FOOTINGS @ g W MIN THREAD NOT LESS THAN 2 LOCATIONS WITHIN 24" POST GIRDER SOIL SOIL 24"x 24"x 12" FOOTING TO VIRGIN SOIL Braced Wall Panel PENTRATION OF EACH END OF DECK: JOIST CONNECTOR (MIN 36"BELOW GRADE) FIGURE R602.10.8(1) FIGURE R602.6.1 MAXIMUM OVERHANG 24" P.T. POST TO CONC. PIER & FOOTING 3DIA.LAG SCREW PREDRILLED NTS P.T. POST TO CONC. PIER & FOOTING WALL TO WALL STRAP TOP PLATE FRAMING TO TOO CENTER OF TOP PLATE,STUD CONNECTION � PORCHES & DECKS ACCOMMADATE PIPING R507 EXTERIOR DECKS OR HEADER CONNECTION C@, PORCHES & DECKS NTS SIMPSON ABU INSTALLED IN ACCORDANCE 1 /� SIMPSON ABU INSTALLED IN ACCORDANCE 10 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 DECK / GIRDER & RAILING DETAIL 13 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. `t 15 WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS NTS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 1-1/4" x 20 gage G-185 RECEIVE'O � Hot Dipped Galvanized Strap pp p STAGGERED TAGGFASTER D with (5)-8d common nails with (5)-8d common nails ��N 22" at each stud F"( _ SEE TABLE 507.2 N IN 2 ROWS at each stud r- TOP PLATES TOP PLATES Strap may be attached OVER Strap may be attached OVER zonfn9 Boar --� z O O T6.5" .5"MIN FOR 2X8'' cIF the plywood OR directly to the plywood OR directly to OUTER THIRD dor,gppeals � i@ @ o Studs. �5"MAX MIN FOR 2X10 Studs. OF SPAN ONLYSTUD BORED HOLE MAX. STUD .5"MIN FOR 2X12 BORED HOLE MAX. DIAMETER 60% O O O O iV rap strap under sill DIAMETER 40% (PERCENT)OF STUD O O O ^ ~� M (PERCENT)OF o DEPTH o and attach to sillplates ,� .P 3-16d @ 16 oc Along z� rx o STUD DEPTH I 2"MINL _ 00 5/8"MIN. 5/8"MIN. 5/8"MIN 5/8"MIN. LAG SCREW OR THRU-BOLT 'S Braced Wall Panel 1/4 JOIST 0, - / U o �' DEPTH, MAX. ^' CA U TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD 3/4"MIN _ _ ° • ° '� =III=III - FIGURE R602,10.8(1) "MIN. _.1/6 JOIST D� ° ® f'-� 0 Q DEPTH,MAX. / n/ O M NOTCH MUST NOT NOTCH MUST NOT I I;,1l1=ll ° a a N 01 EXCEED 25% 0 EXCEED 40% 0 =1�1 � '; '� r- 1/3 JOIST t !GJ .¢ti' (PERCENT)OF 0 (PERCENT)OF 0 STUD DEPTH -III ° '�e DEPTH,MAX, b_�/ STUD DEPTH �- . PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD U BORED HOLES SHALL IFHOLEIS RCET)AND Solid sawn joist and rafter NOT BE LOCATED IN STRAPPING 40%(PERCENT)AND PER FIGURE R507.9.1.3 (1) BORED HOLES SHALL THE SAME CROSS NOT BE LOCATED IN 60%(PERCENT)OF SECTION OF THE CUT __ '�• '. THE SAME CROSS STUD DEPTH THEN OR NOTCH IN STUD Applies to Garage Wall and Wrap strap under sill notching and boring limits. . STUD MUST BE DOUBLE DISTANCE CAN BE REDUCED TO 4.5" =III=III :c and attach to sill plates ,�• SECTION OF THE CUT NO MORE THAN TWO IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction . OR NOTCH IN STUD SUCCESSIVE STUDsNTS \t3 SPACING IS REDUCED TO THAT OF ''I ` `` y ARE DOUBLED —UIll �Q AND SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERS -• 2 TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR WASHERS NOT PERMITTED) RAFTER FACE TYPICAL FIGURE R602.6(1) FIGURE R602.6(2) FOUNDATION-SILL-STUD NOTCHING AND NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY 16 BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR 17 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 WALLS AND BEARING WALLS NON-BEARING WALLS OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes Rigid insulation 2X ceilingjoists of second floor Sheet Metal Firesto up and out of the � MANUFACTURED LIGHT ENCLOSURE p Full Thick Insulation wayfor access thin profile structural glued together see plan w/ ATTIC INSULATION ceiling line Exterior Fill entire Cavity to o CONTINUOUS BEAD Y Insulation dams sheathing as draftstop and lay on plyW od Batt Insul CEIING FRAMING support Seal joint with Sheathing � eala � OF SEALANT subfloor = behind tub Tub attic hatch - R-van Non-combustable sealant Base plate prevent loose-fill � Typical blocking insulation from LYP equal to the Ceiling Double Frame Attic g SUBFLOOR GLUED,CAULKED Sealed to- -J - � Air Seal � 0 exterior insulationrequiremen access opening Sealant or OR GASKETED TO RIM Continuous F1/4 structural sheathin floor Gasket 1 falling through d wall adhesive g JOISTIRIM CLOSURE / access of Sealant or as enclosure liner sealed SEALANT Sealant N adhesive at perimeter and seams. "1 solid blocking co SILL PLATE INSTALLED „ or rigid insulation 0 Adhesi Sealant Casing-� \ EXPANDING FOAM SEALANT OVER GASKER SILL 1 min on. Weatherstripping Seal stairs U Pre-Fab Fireplace sealed around Panel J 1/2 Gyp. Wall CONTINUOUS BEAD OF SEALANT Insulation. Air frame a 1X2 Stop RECESSED LIGHTING FIXTURE Refer to manufacturers SEALANT four edges Pull-down gap Sealant 1/2" Yw I ood Board DRYWALL CEILING specs for installation manual Sealed at perimeter staircase with caulk p finish w/ soffit material or foam � attic hatch AIR SEALING AT PREMANUFACTURED Typical foundation & framing (see plan for size) RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL (, i CANTILEVERED FLOORS PULL-DOWN STAIRCASE DRAFTSTOP & SEALANT AT INSULATION AND WEATHERSTRIPPING W AIR SEAL DETAIL (@_ PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL TO BAND JOISTS W Z EXTERIOR WALL OF BATHTUB ATTIC HATCH DETAIL L This detail is for weatherstripping and draft sealing, NTS Battic Door Energy Conservation Products Q It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, i v Refer to Manufacturer for installation manual. R-50 Insulation P-50 An";( Stafr Covor Z J ENERGY NOTES . W Eave baffle Installed W 0) 1. All design &construction in compliance and built accordingly to the 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall adjacent to soffit and eave - W � 2020 Energy Conservation Construction Code of New York State. be sealed by an approved third party (HERS Rater) using the vents. Baffle shall extend over r - vJ Table R402.4.1.1-Air barrier and insulation installation. Manual "J" Manual, 'S" & "D" Submitted at CO. 4 W The authority having jurisdiction shall be permitted to determine an the top of the attic insulation >' energy efficiency program to exceed the energy efficiency required by this code. 9b. R403.3.3: (Mandatory) Duct testing - Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. j LML_ 0 TABLE R402.4.1.1 All HVAC Plumbing & Electrical systems shall meet the chapter 11 Energy air leakage by an approved third party(HERS Rater) using the (R402.2.3) AIR BARRIER AND INSULATION INSTALLATION manual "J" Manual 'S" & "D" submitted at CO. _ efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. 2 x CJ W/ INSULATION W Q COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa T Fascia/ AS PER DRAWINGS 2. R401.3. A permanent certificate (Mandatory) shall be completed by the builder 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Typ Z oe J General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. and posted on a wall in the space where the furnace is located Soffit see OR HERS RATER A ' L.L O requirements in the building envelope. 10. R403.4 (Mandatory)Mechanical system piping insulation carrying Const. Dwgs LLL I ' V O Exterior thennalenvelope contains a 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 fluids > 105 F degrees or< 55F degrees shall be insulated with R-3 Minimum. N continuous air barrier. Buildin envelo a rescri tive er table N1102.1.2 insulation & Fen, b Com orient. SEALANT 9 p (p P )P Y p 11. (R403.3.5) Building Cavities (Mandatory) Breaks or joints in the air barrier shall be Building framing cavities shall not be used as ducts or le T Exterior wall C sealed. 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of 9 9 plenum. Typ. + sections N1102.2 through N1102.2.13 See Const. Dwgs Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The 12. N1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) 5. Installation -the components of the building thermal envelope shall be installed in Heated water circulation systems shall be in accordance with Section N1103.5.1.1. installation density of the insulation shall be at the manufacturers'product p g p I ; recommendation and said density shall be maintained for all volume of accordance with the criteria listed in table 402.4.1.2 or required by code official, Heat trace temperature maintenance systems shall be in accordance with Section N1103.5.1.2. or an approved third art using manual "J", "S" & "D". Automatic controls, temperature sensors and pumps shall be accessible. a . ' each cavity. Batt type insulation will show no voids or gaps and pp party g Manual controls shall be readily accessible. rr maintain an even density for the entire cavity.Batt insulation shall be installed in the recommended cavity depth. Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 the cavity due to services,blocking,bracing or other obstruction through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE The building shall be provided with ventilation that compiles with the requirements of exists,the batt product will be cut to fit the remaining depth of the C cavity.Where the batt is cut around obstructions,loose fill insulation Air leakage shall be tested and verified by an approved HERS rater as having an Section M1505 or with other approved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE E.s shall be placed to fill any surface or concealed voids,and at the air leakage rate not to exceed three air changes per hour. A written report of the exhausts shall have automatic or gravity dampers that close when the ventilation system 0 ` o.D N manufacturers'specified density. Where faced batt is used,the test results shall be signed by the party conducting the test. is not operating. �, tT �, _ ° Q L ,b, U) installation tabs must be stapled to the face of the stud. There shall be Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM = ° °1 ° 0 ° p N1103.6.1 R403.6.1 Whole-house mechanical ventilations stem fan efficacy `-- ° w r o ° = y" ( ) Y Y c 7 ° � z ° � � � no compression to the batt at the edges of the cavity due to inset INSULATION, R VALUE IN c..�:--f � � . . , i �- ° �, a o �, _ ° �, 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements °� 2 2_ •�� ° stapling installation tabs. of Table N1103.6.1. Exception: Where an air handler that is integral to tested and listed HVAC Rigid Foam or ACCORDANCE WITH c ! f .o o Z S 0 y � o Y combustion air. Factory built fireplaces shall be listed and labeled p 9 ° Insulation that upon installation readily conforms to available space according to UL 127. equipment is used to provide whole-house mechanical ventilation, the air handler shall be Wood Blocking HERS REPORT ,..� ,,.�" I a N.� ;2 CL w o shall be installed fillingthe entire cavi and within the manufacturers' powered by an electronically commutated motor. as backdam L 0 3 t " ° ` 3 cavity TYP. ROOF CONST. ; + ' _ ° �' C Uw OL.N ° density recommendation. 8. R403 S stems: N1103.1.1 Mandato ro rammable thermostats shall be ` "� t d I o o ° 0 ° = En a 2, �s=w provided for each separate heating and cooling system.Temporarily operate 14. N1103.7 (R403.7) Equipment sizing and efficiency rating (Mandatory) C � M . � L cn o p p 9 9 Y p Y p f''" .. Ceiling/attic T7ue air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the Heatin and coolin a ui ment shall be sized in accordance with Roof underlayment 2 x CJ W/ INSULATION 4 0 i L a __ `� o 0 the system from 55 F to 85 F. preprogrammed thermostats be manufacturer 9 9 equipment I = t. a ° _. ceiling/soffit shall be aligned with the air barrier. ACCA Manual S based on building loads calculated in accordance with ACCA sealed to drip edg � ,o o.� shall be max 70 F heating and 78 F Cooling. g : .,:;; AS PER DRAWINGS I L 2•� ° insulation and any gaps in the air barrier Manual J or other approved heating and cooling calculation methodologies. ';:';•::::•r• - `•- N L)M E scaled. 9. R403.3: Ducts- Supply and return ducts attics shall be insulated to a minimum New or replacement heating and cooling equipment shall have an efficiency OR HERS RATER t r `` .✓'"� z ¢ o '� iri °Y � Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at of R-8 @ 3" or greater in diameter, and R-6 @ ducts less than 3" in diameter. rating equal to or greater than the minimum required by federal law for the Typ Fascia/ i , ° cn ca tr co E 0.. o CL wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. Diagrammatic. Duct locations drawings shall be provided b an approved third geographic location where the equipment is installed. Soffit see a �t ' shall be sealed. party g " ", "g" Y pp Const. Dwgs SEALANT art using the Manual J Manual S & D submitted at CO. 15. N 1104.1 (R404.1) Lighting equipment(Mandatory) non-vented Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall •- ; :,,> , •,d ,,: < , i (D plate shall be sealed. The junction of the by completely filling the cavity with a material having a thermal contain only high-efficacy lamps. u''`'" "` r Z top plate and top of exterior walls shall be resistance of R-3 per inch minimunn. Typ. Exterior wall sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs installed in substantial contact and continuous alignment with the air Q Q barrier. Windows, skylights The space between window/door jannbs OPTIONAL - RAFTER SEALING AT ATTIC EAVE W and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION 0� 0 shall be sealed. DUCT SEALING REQUIREMENTS Q Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor cantilevered floors) framing cavity insulation shall be permitted to be in contact with the topside of sheathing or continuous insulation installed on the TABLE M1505.4.3(2) underside of floor framing and extend from the bottom to the top of all LOCAL EXHAUST RATES TABLE M1505.4. INTERMITTENT WHOLE-HOUSE MECHANICAL ' I ' RATE FACTORSa, b APPROVED WINDOW perimeter floor framing members. OPENING LIMITING DEVICE '- Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be AREA TO BE EXHAUSTED EXHAUST RATES SEGMENT RUN-TIME PERCENTAGE IN EACH 4-HOUR 25% 33% 50% 66% 75% 100% - N shall be covered with a Class I,black permanently attached to the crawlspace walls. o W vapor retarder«ith overlapping joints KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS C14 F- taped. Factory 4 3 2 1.5 1.3 1.0 Z Shafts,penetrations Duct shafts,utiliy penetrations,and flue BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM _ (n a. For s stem run time values between those given,the factors are permitted to be WINDOW < � Q shafts opening to exterior or Y € LLJ Q unconditioned space shall be sealed. determined by interpolation. 24' (n 6iINTERMITTENT OR 20 CFM CONTINUOUS (36"IN IBC UNITS) 4"SPHERE CANNOT APPROVED WINDOW � Lu U Q PASS THROUGH FALL PREVENTION b. Extrapolation beyond the table is prohibited. DEVICE CONFORM TO W Lu 0 Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHTABOVE the correct density without any voids or gaps or FINISHED FLOOR compression,or narrow cavities spill be filled by TABLE M 1505.4.3(1) R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE insulation that on installation readily conforms to the - FINISHED GRADE CONTINUOUS ` AIRFLOW RATE TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. BE A MINIMUM OF 24"ABOVE THE FINISHED REQUIREMENTS FLOOR AND GREATER THAN 72"ABOVE THE FINISHED Garage separation Air sealing shall be provided between the garage and GRADE OR OTHER SURFACES BELOW ON THE v conditioned spaces. NUMBER OF BEDROOMS EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE r h COMPLY AS FOLLOWS: Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thenal RFS. h..� envelope shall be scaled to the dryNvall. envelope shall be air tight and IC rated. 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOTALLOW �jl� FLOOR AREA 0 - 1I 2 - 3 4 - S 6- 7 > 7 A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: `7U �� F� Plumbing and Batt insulation shall be cut neatly to fit around wiring and WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. N 9 (square feet) WINDOW OPENING CONTROL DEVICE SHALL COMPLY VWITH2 2 wiring plumbing in exterior walls. There shall be no voids AI rflow in CFM 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION en'�g 8 1��� „� N gaps or compression where cut to fit.Insulation that on oPREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. O� ct installation readily conforms to available space shallFULLY TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO rdOf', a extend behind piping and Nviring. < 1,500 30 45 60 75 90 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW TO MEEOTEGREEN OSS R310.2 MEET THE CLEAR OPENING AS REQUIRE pped/S , ShoNver/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 �rTJ aj v, >* exterior wall showers and hubs shall separate them from the showers and insulated. 1,501 - 3,000 45 60 75 90 105 Z o tubs. - N1101.14 (R401.3) Certificate (Mandatory) H M Electrical/phone The aur barrier shall be installed behind electrical or 3,001 4,500 60 75 90 105 120 .� box on exterior wall communication boxes or air sealed boxes shall be installed. A permanent certificate shall be completed by the builder or other approved party and posted on a wall w o HVAC register HVAC register boots that penetrate building thermal 4,501 - 6,000 75 90 105 120 135 in the space where the furnace is located, a utility room or an approved location inside the building. 00 Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit w x boots envelope shall be sealed to the subfloor or di}-wall. p Y _.�-:•�. ® 'C3 directory label, service disconnect label or other required labels. The certificate shall indicate the ��4=a ,n o `� M c� Concealed When required to be sealed.concealed fire sprinklers shall 6,001 - 7,500 90 105 120 135 150 ,';�•',�. sprinklers only be sealed in a manner that is recommended by the predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components rf. �r�.A �� F manufacturer. Caulking or other adhesive sealants shall not such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; O > 7,500 105 120 135 150 165 ,i be used to fill voids between fire sprinkler cover plates and U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results z� walls or ceilings. For Sl: 1 square foot = 0,0929 m2, 1 cubic foot per minute = 0.0004719 m3/s. from any required duct system and building envelope air leakage testing performed on the building. IC = insulation contact. Where there is more than one value for each component, the certificate shall indicate the valuez a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. covering the largest area. The certificate shall indicate the types and efficiencies of heating, 3 cooling and service water heating equipment. Where a gas-fired unvented room heater, ' P N � electric furnace, or baseboard electric heater is installed in the residence, the certificate shall indicate "gas-fired unvented room heater," "electric furnace" or "baseboard electric heater," as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, electric furnaces and electric baseboard heaters. 9 TYP EXT.WALL O U 7m- TYP.FLOOR CONST. -O a .C: (2)2x6 P.T.SILL PLATE W/MIN, N N TYPICAL ANCHOR BOLT R403.1.6 MAXIMUM SPACING: 1/2"@ 72"O.C. N p EMBEDMENT OF 7"WITH NUT&WASHER. a U 2 BOLTS PER PLATE AND HOLD AT LEAST ONE BOLT-12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. _U SHIELD&SILL SEALER TYP. TYP.CONC.FOUNDATION ,. 141-011 59'-011 ANCHOR BOLT DETAIL SCALE: 1/2"= 1'-0" W W z UQ Z --� W ..db. 0 W 12"SQ OR 14"ROUND TYP EXT.WALL r n W DECK FOOTING PER TABLE SILL PLATE Vj �J ry R507.3.1 FOR DECKS LLJ �—' 31_011 2 x 6 DECK JOISTS @ 16"oc SEE DETAIL ON DWG-2 U 2-2 x 8 P.T.GIRDER DECK LATERAL HOLDOWNS , „ w SIMPSON DTT2Z w/(8) may_-c-_------ c =°=t� �1 i Eli L=-=: 1/4"X 1-1/2"SDS z > W 1_ -y 4, y WITHIN 24"OF EACH END TYPICAL ANCHOR BOLT -R403.1.6 Z J 91_011 I 71-411 O 91_011 � SEE DETAILS ON DWG-2 MAXIMUM SPACING: 1/2"@ 72"O.C. 8X16 FDN VENTILI If 8X16 FDN VENT EMBEDMENT OF 7"WITH NUT&3"x3"WASHER. - ----------------------------------------- ----------------I-- -2XfiDECKLEDGER--------i---------------M ----1--------2X8_DECKLEIIGER--- -I---------------------------------------------------------------------------------- ONE OLTLTS ER2"MAX AND3PLATE AND 012DMNOFFAT T N ' _ 1 SEE DET. ON DWG 2 1 SEE DET. ON DWG 2 _ ENDS OF PLATES. I - , 1 - I -- - -00-------------------------- • • -------- -------------------------------------------------------------------------------------------------------------------- ------------ --------------------------• TYP.CONC.FOUNDATION O 1 I I 1 1 I c) 00�/'� lO 1 1 1 I I 1 � 13'-4" ' 1 I I 1 , I ^, 9 ; s" 811 ; = O ' I l m ANCHOR BOLT DETAIL U U) U ~ ' 1 CRAWL SPACE o0 21-d� ° 2" CONCRETE SLAB ON ( SCALE: 1/2"= 1'-0" 6 MIL VAPOR BARRIER ON � , _ TYP Crawl Space Vent 4" BASE COURSE OF CLEAN `1 ; 8" x 16" aluminum UC\I .o o GRADED GRAVEL OR SAND. X I foundation vent. o "' min 45 sq in of net >T °d) �'2 o a° tO CD w = EE f0N `°� - o N , free air per piece, o= o A LL i o a ° aUi a y 1 .. 1 1 mG w U !A tm a �._2 O O I I I , 8'-s1/2" 81-$" 81-$" 00 81-811 81-811 71-13/11 7'-13/11 , , ti3.a,C o•C D O 'n m -:. O V Crawl Space Ventilation: c ° >_ = s o ° N1 _ •----- _ g the total area of ventilation openings �,y 2 ° °._ N 1 1 I I � I I � d EXTERIOR PATIO SLAB 1 ..o o ° o °aL m a1 2 r ma be reduced to 1/1500 of the _ = 3 ° 3 ° L In 0 t I I Co I 1 � TYPICAL INT.FOOTING/COL � 3 1-3/4 x 9-1/2 LVIL Y 30"x 30"x 12"THICK _ o a> c s " -------- ------L---------------'-- under- floor area where the round N 6' 4000 PSI CAST-IN-PLACE SLAB ; i (�D CAST-IN-PLACE CONCRETE ® ' g o'O — �' ` c _ W/6X6 w1.4/w1.4 WELDED WIRE MESH ' ' M ---i- ----i- r----- r- 1 c c o- FOOTINGW/344REBARS ------- ------ B ____--�--� I 1 _ ON GRANULAR COMPACTED FILL. 1 I __ _______ o.c.- = N 0 •E _ � � 1 surface is treated with an approved =a� � ° —� EACH WAY&3"DIA STEEL Beam Pocket (typ) I 1 c .s ff o 4 ? o E H COLUMN steel shims as req dl 1 PITCH SLAB AWAY TO DRAIN ' ' req' ' vapor retarder material and openings c w c o iE C— E O 1 I QCD are placed so as to provide cross , 2 .� d N o I 1 1 1 1 I r 1 1 I 1 N O POST ABOVE , , -' m c n E m m a m 2 0- ---' BLOCK SOLID - '"-' --- -- ventilation of the space. N U0 =3 W cu 0- m E a.6 o n. " i " " One such vent opening shall be "' 1 1 1 1 ' ' (3) 1-3/4 x 9-1/2 LVL ' ' TYP. ' (3)-'1-3,4 x 9-1/2 LVL ' ' , , p 9 -L-- --J- - --------------L-- ---'------------------L-- ----------- -------L-- - '---------------- --- ' -'--------- ------- _®- -----____-- _ _ -- ' --------------- _® ---- -____-- _-®-- ' -------------- --�' within 3 feet of each corner of said building. -r- --I-- -r- --- -r- -- -r- --- -' O 1 1 Beam Pocke (typ) ------. I I :steel shims as req'd '`----- LO --- -- W 1 I 0% ¢ CRAWL ACCESS: HROUGHFOUNDATIONWALL:MINIMUM18"X24" ____________________________ C/), THROUGH FLOOR:MINIMUM 18"X 24" I ; •-• 1 j n SEE SECTION M1305.1.4 FOR — ' ------ -------------- ACCESS REQUIREMENTS ---- , ; WHERE MECHANICAL EQUIPMENT �, , I I R408.4 ACCESS ... , ' O ' ----- ---------------------- _ IS LOCATED UNDER FLOORS. D O ap ; •---------• LL r -, , ly, ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR SPACES. _� , J , _1 , , ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A MINIMUM ___________________________ 'a - e 00 OF 18 INCHES BY 24 INCHES.OPENINGS THROUGH A PERIMETER POST ABOVE ' '-----"-'- _' \ ti I t- ; ; WALL SHALL BE NOT LESS THAN 16 INCHES BY 24 INCHES. ANCHOR INTO FDN -� ---"'; ; +� WHERE ANY PORTION OF THE THROUGH-WALL ACCESS IS BELOW (2)ANCHOR BOLTS 1 I 11' ' x ' GRADE,AN AREAWAY NOT LESS THAN 16 INCHES BY 24 INCHES IN EACH CS-PORTAL ; ; 131-511 41-711 31-5/z ' M ' ' SHALL BE PROVIDED. THE BOTTOM OF THE AREAWAY SHALL BE FRAME WALL ABOVE I 1 `? I O ' k- BELOW THE THRESHOLD OF THE ACCESS OPENINGCY) . N CO 1 ❑ SECTION-SEE ' ' 1 ' THROUGH WALL ACCESS OPENINGS SHALL NOT BE LOCATED UNDER N � DETAIL 3 ON PG 2 � � ' ' � ' _� ; A DOOR TO THE RESIDENCE. SEE SECTION M1305.1.4 FOR ACCESS O w CD DROP TOP OF CONCRETEI ; c0 UNEXCAVATED ' I F— I I p REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED N ~ AS REQUIRED FOR GARAGE ; 411 poured concrete slab ; ; 'N , 1, ' n - UNDER FLOORS. ti z with 6x6 10/10 WWM BLOCKDOORS SOLI 3-6 I Crawl Access: o Q I 1 I BLOCK SOLID ; M Through Foundation Wall: minimum 118" x 24" w on compacted -- --------- --------------------- ----;------------ -------------------_---- 1 granular fill. Pitch slab ;3'-3�/Z' _ _ Through Floor: minimum 18" x 24" m Q '/4"/ft to garage doors. _ •- g g ------ ------- ------Itc - ---------------------- - --- -aXtair®NVEN9----- see Section M1305.1.4 for access requirements w w c�----- -------------------------------------------- ------ --- ----- ; $X16FDN VENT DECK LATERALHOLDOWNS IL � to0 where mechanical equipment is located under floors. 0 — ; SIMPSON DTT2Z w/(8) CV 1/4"X -1/2"SDS _ ___________ Cfl WITHIN 24"OF EACH END , „ ' ---- ----------------------- ----------------------------------------------- ----- 2X8 DECK LEDGER I SEEDETAILSONDWG2 3-6 8X16 FDN VENT W rA SEE DET. ON DWG 2 ❑ o (2)ANCHOR BOLTS (D F— I ti TYPICAL ANCHOR BOLT -R403.1.6 IN EACH CS-PORTAL X (n - MAXIMUM SPACING: 1/2"@ 72"O.C. EMBEDMENT OF 7"WITH M�*I ;;I- FRAME WALL ABOVE I 2-2X8 treated deck girderN O I f; NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST h SECTION-SEE ,_ _, _____, ,------ -7) ----_ Rt ONE BOLT- 12"MAX AND 3-112"MIN OFF ENDS OF PLATES. DETAIL 3 ON PG 2 r ; ; ; I 1. Walls 24 inches total length or shorter connecting offset braced wall �— - — - — - —`— - — - — - —'- - — - - —'- panels shall be anchored to the foundation with not fewer than one anchor bolt ' I located in the center third of the plate section and shall be attached to adjacent braced wall panels at corners as shown in Item 9 of Table R602.3(1). (Fastening Schedule) 2. Connection of walls 12 inches total length or shorter connecting RECEIV offset braced wall panels to the foundation without anchor bolts shall be permitted. 2 j 1 11 TYP.COVERED 7 `� �-- 22 -6 PORCH FOOTING The wall shall be attached to adjacent braced wall panels at corners as shown in JUN 2 20 � � � � SEE DETAIL-14TI Item 9 of Table R602.3(1). (Fastening Schedule) 2 �3 rr l� ^, ON DWG-2 Zoning guard oFAPPeat's Z .� 27'-111/2" TYPICAL FOUNDATION H ° 59'-0" IN ACCORDANCE WITH CHAPTER 4 �+ M >~ .� M ol TABLE R404.1.2(8): 8" CAST-IN-PLACE WALL WITH °O HORIZONTAL REBAR PER TABLE ` ® �..{ x R404.1.2(1) - SEE DWG-1 NOTE #6. ��` C. �`''��� �I CD CIZI FOUNDATION PLAN ON 24" x12" CAST-IN-PLACE CONT. WALL FOOTING, r,t(;�yti W/ 3 - #4 REBARS CONT. IN FOOTING. SCALE: 1 /4" — V-011 A 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE , YI 8 SHIELD, EXTERIOR DAMP-PROOFING, ALL FOUNDATION FOOTINGS TO EXTEND TO VIRGIN SOIL ,�` r.�'� o�0 CODE COMPLIANCE STATEMENTS: 1. The windows selected for this project shall meet R312.2 WINDOW FALL PROTECTION NOTE: E the egress requirements of R310. TOP OF THE WINDOW SILL SHALL o 2. All windows shall meet Section R308 Glazing and BE A MINIMUM OF 24"ABOVE THE FINISHED R308.4 Hazardous locations. FLOOR AND GREATER THAN 72"ABOVE THE 3. Windows were required shall meet the Wlndow Fall FINISHED GRADE OR OTHER SURFACES q BELOW ON THE EXTERIOR SIDE OF THE WINDOWS, EXTERIOR FRENCH & SLIDING DRS Cn protection requirement R312.2. BUILDING. SHALL COMPLYAS FOLLOWS: Plans indicates ANDERSEN series 244 < 4. Bathroom windows shall meet the hazardous Model Numbers and shall be In accordance with R609 N glazing requirements as per R308.4 R312.2.2 WINDOW OPENING CONTROL DEVICES: To be designed & installed as per manufacturers 5. Stairs, landings, railings & guards shall comply WINDOW OPENING CONTROL DEVICE SHALLo with R311 & R312 COMPLY WITH ASTM F 2000. THE OPENING [NY)915.3.3 Residential Buildings and Commercial Buildings specification for 140 ultimate design wind speed U DEVICE AFTER OPERATION TO RELEASE THE With an Attached Motor Vehicle Related Occupancy and Table 301.2(2), 301.2(3) 6. Outside lighting shall comply with RE 3803.3 Provide HP LOW-E lass; U = .30, SHGC = .29 7. Stairway illumination shall comply with R303.67 DEVICE SHALL ALLOW THE WINDOW TO Carbon monoxide detection shall be installed in a central or otherwise approved g FULLY OPEN TO MEET THE CLEAR OPENING location in each occupiable space in a commercial building and within 10 feet of EGRESS: shall meet R 310 and R303.8 AS REQUIRE TO MEET EGRESS R310.2.1 the entrance to sleeping areas and sleeping units in residential buildings WINDOW FALL PROTECTION: shall meet R312.2 8. Fireblocking shall comply with R302.11 thru R302.11.2 and commercial buildings that: MINIMUM EGRESS SIZE: 244 DH 3049 9. Draftstopping shall conform to R302.12 thru R302.12.1 1. Have a communicating opening with an attached motor vehicle related occupancy, Substitutions made upon meeting Code. 10. Flame spread and smoke-developed index for walls 2. Share one or more common walls with an attached motor vehicle related occupancy,or and ceilings shall compy with R302.9 thru R302.9.4 3. Are located one story above or below a motor vehicle related occupancy. See page one, general notes for additional code requirements. UJ 11. Flame spread and smoke-developed index for W Z insulation shall compy with R302.10 thru R302.10.5 U Z 11. Recessed lighting fixtures rated for membrane penetration shall meet ASTM E119 Z -� and Flre Stopping as per ASTM E814 or UL 1479 14'-0" 5s'-o" Of W 12. Exterior Decks shall comply with R507. Q W _ r U) W r WOOD LANDING W 1.1_ -_-- &STAIRS& r�/ RAILINGS AS y U Z 2'-0" ---- -- -- - PER CODE - - -- - ---- --------- -------------------------- - - --------------------------- --------- ---------------- Framer to verify centerline of window W Q I � over sink with kitchen layout plan Z 4'-6" 4'-6" 4'-6" provided by Owner or builder. o a 96X80 SL GL M 96X80 SL GL M 244DH3030 244DH3050-3 EGRESS N QUA (2)1-3/4"x11-1/4"LVL (2)1-3/4"x11-1/4"LVL 12'-0" o x10 (Z)1-3/4"x11-1/4"LVL Q fV p � O ----- Cv N N r0n �/ CIL 0 a co ~ RAISED MASONRY PATIO " � O ifl ° N N o KITCHEN o o ° 9'-0"CLG HT ; @@ 09) O ' E ern yc UJ o w OF- E o 6x6 P.T.WOOD POST UL LISTED -' c? of J_J ° ° rn u ` o 0 0 WOOD BURNING FAMILY � � � z g WRAP IN 1"AZEK 0 PRE-FAB FIREPLACE 4 o w O w c w w E m w y v a Z o LASS DOORS& ROOM X C)U HEARTH EXTENSION 9'-0"CLG HT R ti N xN co N ° c z `o v uci L (2)1-3/4"x11-1/4"LVL 0 l] AS PER RESIDENTAIL 17 N `� }; o y m o- -o L o CODE-CHAPTER 10 C3in a o `o N o `o VENT TO EXTERIOR Cl) MASTER ` o.° o w 0- y y N U O y " N 2'- cN N1A n c '0 iS�n2 oCOVERED BEDROOM m MASONRY .0 - oEoo0=_0�Oo C0° , PATIO ro 11'-0"CLG HT C. w , 3 rn "> @cr _ o O O � c oa �o o ° t 1 Q SEAL&INSULATE SEAL&INSULATE q w? o c m c m ui•c ` m UJ iy ATTIC ACCESS PER SECT. 1102.2.4 cN N Z �__ L- E E c o a VENT CLOTHES DRYER SECT.1102.2.4 O X B ° m o s ` 2x10 RIDGE f1) SEE DET ON DWG-3 N � ATTIC ACCESS PER � � o � � � Q ,� c m ° m o X LL LU O IN ACCORDANCE WITH � SEE DET ON DWG-3 N c o -7 N N ch N C O_E N m'O U.. < 0 g CHAPTER 15-CLOTHES m : DYERS EXHAUST. z POST POST a cn m a- I- E a=_o n _ 0 _, 2-2x10 2-12"LVL `� `� `r' �x w M _ _ _ _ _ _ _�_ _ FLUSH _ LVL (2)1-3/4"x 9-1/4"LVL LVL 2-2x10 M - - - 26a," - - - - - - - - - - - - - ' ' xN o 4'7" 4x .cx POST , � LO N O0 0 o ao o _ 3=_ '�'a= LVL 2-_0" 7'-0" 4'-0" 6'-7Yz' 3'2,. 4,0.. o N N � 4'_0 F �..��T- 3Y" --- 3'/� 3Y:° 5'/�" =-x�t�,- (2)1-3/4"x11-1/4"LVL N N o fan e-�, �,a, _M Ok* o . ] kx xem�Gx= I 'N ^tn ' N N n _ OPEN ' _ x'c I NOTE:PATIO RAISED MORE THAN 30" D FF 7-0 0 6-0'/z" 407" J 3'-4" 6 f�`x Of 8'= TO II = N t x x a=x x== ABOVE -' ° WALK-IN WALK-IN OFF FINISHED GRADE WILL -' --"" - „ u_ -' REQUIRE A RAILING _ --- I -' ° CLOS CLOSET ----- ca 0 2'-10' WA-) a u- 2'-6" Cl) INSULATED SOLID CORE """ _- 1, I� - -- CD DINING _______yy _____9 STEELDOOR,OR `- � fan -- -- �p , EACH FIRE RATED DOOR. -- I x ROOM a EACH WEATHER STRIPPED W/SELF CLOSING DEVICE. 13'-9'/z' ,n ' 4` 3'-5'/�' '"- ---' ( "' Y-0"CLG HT rCO, q ' GARAGE II `� MASTER N °D > c DWELLING GARAGE '- ---" \/ BATH o N I- x = SEPARATION IN _ _ II e ry / \ � � �• o (j � ACCORDANCE WITH `� 9'-0"CLG HT ;� Q ---- P---- ti Z co 00 b ' TABLE R302.6 19 o } may" 00 SEE DWG-1 FOR TABLE o) 0" 13'-0' 14'-4/z' Q Q Q r; C? - ; INSULATE WALLS 3'/2" 3'/2" CD COMMON WITH LIVING (2)1-3/4"x 9-1/2"LVL (2)1-3/4"x 9-1/2"LVL W U W M , AREA. PROVIDE:HEAT U) 0Y J DETECTOR PER R314.2.1 3 I W W U ---_-_- M 244DH3040 2 TEMP GL -- --------- cD io 2 2X10 2-2x10 2 2X12 N N PORCH- U POST refer to 244DH3050 244DH3050 LVL - tmippina y VI � N ---------- - ---- -- o R IF RECEIVED -- - - - ---- -- permacast ' ;.I ___-------- --------- _LF columns JUN 22'2023 22'-6" Zoning Board of Appeals w �- o 10. M O OC 6'0" 10'-7" 10'-7" 14'-51/2' 0 6'-6'/z' ' " 31'-0'/2' � DA J H G+yoA� ;4 _<� ix 791 9'-1" PLATE HEIGHT window and door O Smoke Detector y=� ` AREA SCHEDULE headers:2-2x10 minimum A Carbon Monoxide Detector i, n A. ' NAME AREA 1ST FLOOR PLAN unless noted 8 co Refer to DWG-1 General Notes �1t p10 SCALE: 1/4" = V-0" FIRE BLOCKING SHALL BE INSTALLED FIRST FLOORAREA 1754.8 sq ft. IN ACCORDANCE WITH R302.11 In accordance with Section 915 of the THRU R302.11.2 AND DRAFTSTOPPING 2020 IFC, R314, R315 of the Residential GARAGE AREA 226.8 sq ft, PER R302.12 THRU R302.12.1 code of NYS E U ca V1 Q C N N co O U .c U W W Uz z 44'-2" Z W 0 6-11" C) ol w O � vJ W � Z EGRESS 244DH3050-2 2 244DH2O36 TEMP GL � � 44DH2836 EGRESS 244DH3050-2 r- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — U J * � � f I 2-2x8 2-2x10 2-2x8 2-2x10 — W �^— V) N rY Cr LL 15-0" 7'-8" 14'-0" U N p W 0 51/2" fan 3'/2" o is° 5'/z" o io° N WOOD I 5'-s'/z' o ® `° �� BEDROOM #3 � Q U z FRAME a ZO° t � O CHIMNEY I o � U)W 8'-0"CLG HT W Uj 74 Cn U) a Uj Bedroom #2 o p 2 z a o U Cn F— W ri o e� 8'-0"CLG HT o U U o U v CONT.RIDGE VENT O w o z g cv axo N cv x N N = N y BATHROOM w o N N cricket o -6 X p p N_ N N 2x12 RIDGE m 1p a E r - - - - - - - - - - - - - - - - - - - "� I o = C r E CONT.RIDGE VENT p my o > ON / I SEAL&INSULATE ocoom L L "-aCCl) 2'8ATTIC ACCESS PER :c WAKI( 2'-4� SECT1102.2.4 °,o O O j EE =SEE DET O =CLOSE a v o= N DWG-3 Y . ,� E 0 �.o 3= o a H o in I� I c NnL c c 3 c t� c wof o=0_ m I cD iv � U- O Qom/ I I __ 2X12 RIDGE c a) o vii rn w N o ,�p130."x22"R01 u, � �'�� m �,� o� _ 0 Ix O ti� I Imin y�tfc °' a LL l 5'-6'/s" Q N co �� ;acctss-% N _ `� r a 0 r r 2 ---5'-0*• Cl) ; a 2'-6" DOWN -- L � `�rnm v� E2 o -- -- --- 1 �N �;c QtL� GN = mo U I _______ Guardrail O . m " p t E J M L C a E f0 N•p p p U N Unfinished 2nd Floor 12 0 Z - o o ~ ~ E a.=_° EL Q7 Storage Only > �1 D ' LO -- _- -- I jU) J 21'-10" N I p u� F-U) N LO w � ------- I \ � 2 z POST w o~ fV it z TMP 12"LVL FLUSH ' g 2'-6" ` o w O ........... POST I x U 2-2x10 --------- TYP I BEDROOM #4 N X N \R-21 BATT Unfinished 2nd Floor I --------- I 8'-0"CLG HT N INSULATION I Storage Only --------- °o I - - - 0 RAFTERS 16" 2X6 CL J JSTS Ca 16"OC„ \ v� l ------- 2X4 C. . 8"O CI Lu I ' 13'-0" \ I o I 2-2x8 N O 0 X I ti z 2X6 PLATE ON CLG JOIST r 'D Q ' 2 2x8 I EGRESS 244DH3050-2 N Q ❑ W LLI � J ROOF PLAN L _ _ SCALE: 1/4" = 11-0" — — — — — — — — — — — — — — — — — — — — - — — — j 244FX5050 m w C) 13'-3RECEIVE ,SUN 2 2202 44'-2" Board of Appeals Zoning )mn w W � "CS � M •� O ".3 bbQ OC O neoC . cz 2ND FLOOR PLAN 5���� Gcy6�� o x SCALE: 1/4" = V-0" $ AREA SCHEDULE J NAME AREA ,Ykip o Q� 0f9oA FIRST FLOOR AREA 1005.1 sq ft. ^' E U co f!1 Q C CONT.RIDGE VENT CONT. RIDGE VENT N (ts 12 ♦ c) g 12 ASPHALT SHINGLES ASPHALT SHINGLES ♦ g U ♦ / GUTTERS&LEADERS ♦ CONT. RIDGE VENT AS REQUIRED ♦ i TYPICAL ` TOP OF PLATE LLJ ® vQ 12 . ' co Usti TYPICALCONCEA FLASHING ' --- -- -- - W r ` TOP _ SUBFLOOR V J U TOP PLATE W ry U Z FF F—F-1 A - U 0 --- � rILE] � L—A ]Lj U = MASONRY PATIO N N TOP OF SkBFLOOR TOP OFF UNDATION p 00 0 _.. N - - v N EX.EL:7.0 ^4 'EX.EL'7.0 ------------- EX.EL:7.0 AE6 ----- EX.EL:7.0 V' "n ---------- —T'— -------------------- — I I I I I I I I I � — 1 '— — L— — — — — — — — — — — — — — — — — — — — — — — — — — — ' BOT- FFOOTING �' — — — — — — — — — — — — — — — — — — — — L- - — — — — — — —'—'— -1 - — — — — — — — '- '- — — — — — — — — — — — — — — — — —— —' N y O E STAIR HANDRAIL NOTE: GUARD RAIL NOTE: y m� C) C � 0 PROVIDE HANDRAIL ON AT LEAST ONE SIDE PORCHES,BALCONIES OR RAISED FLOOR w o�w � s-I-- y v --6 `O 2 [� U =O U N U > OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT SURFACES LOCATED MORE THAN 30 INCHES WITH FOUR OR MORE RISERS. ABOVE THE FLOOR OR GRADE BELOW SHALL — oma o w o a m NOTE; HANDRAIL HEIGHT MEASURED ABOVE HAVE A RAILING NOT LESS THAN 36 INCHES c ° c m w ° RIGHT ELEVATION ELEVATION DATUMS,AE ELVATION and REAR ELEVATION STAIR TREAD NOSING,SHALL NOT BE LESS THAN IN HEIGHT. RAILINGS SHALL HAVE TOP RAILS AND 'o v N cf6,o SURVEY COORDINATES 34 INCHES AND NOT MORE THAN 381NCHES. BALUSTERS AND BOTTOM RAILS THAT AREo• °Y N°' a c , N .- > a 7 �. _ WERE TAKEN FROM _ NO MORE THAN 4 INCHES APART. •'� c ° °'gin ff cc 3 11 I 11 11 I 11 c m o 3 L +' c SCALE: 3/16 — 1 -O SURVEY PREPARED BY: SCALE: 3/16 — 1 -O ALL HANDRAILS SHALL BE CONTINUOUS THE FULL " c c c ° 3 MICHAEL WICKS LENGTH OF THE STAIR FROM A POINT DIRECTLY EXCEPTIONS: � a y L N om SURVEYED 1/29/2022:REFER TO SURVEY ABOVE THE TOP RISER OF A FLIGHT TO A POINT THE TRAINGULAR OPENINGS FORMED M.9 c r FOR ADDITIONAL INFORMATIONDIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. BY THE RISER,TREAD AND BOTTOM RAIL OF THEcu GUARD RAIL AT THE OPEN SIDE OFA STAIRWAY c .off o a m HANDRAILS ADJACENT TO A WALL SHALL HAVE A ARE PREMITTED TO BE OF SUCH A SIZE THAT A L @ s= E �' " o 0 Chimneys shall extend at least 2 feet higher SPACE OF NOT BE LESS THAN 1-1/2 INCHES 6 INCH SPHERE CANNOT PASS THROUGH. z:� ¢ c Cc m o than an portion of a building within 10 feet, m m -_ o o t Y P 9 BETWEEN THE WALL THE HANDRAIL, 0) c a E m o•c °w.. E but shall not be less than 3 feet above the SEE NYS CODE FOR EXCEPTIONS. REFER TO GUARDS ON THE OPEN SIDE OF STAIRS SHALL H °v cn m a m E EL o n highest point where the chimney passes NYS CODE FOR GRIP SIZE SPECIFICATIONS. NOT HAVE OPENINGS THAT ALLOW PASSAGE OF through the roof(Chapter 10-Table R1001.1) A SPHERE 4-3/8"INCHES IN DIAMETER. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34 INCHES IN HEIGHT MEASURED CONT. RIDGE VENT VERTICALLY FROM THE NOSING OF THE TREADS, CONT.RIDGE VENT 12 12 ` � ASPHALT SHINGLES 10�, ' � 10 � . ASPHALT SHINGLES / ` ` 12 ` CONT.RIDGE VENT g \��TYOPICAALED FLASHING N O %% LU N TOP PLATE O PLATE O -- -- r�: z C) WOOD WOOD ao FRAME FRAME r12 Q CHIMNEY CHIMNEY D U W . g tz cricket m > Q W W U (A TOP OF S BFLOOR TOP O PLATE _ 4"AZEK BEADED PORCH SOFFIT ON WRAP HDR IN AZEK ® FURRING STRIPS h 4w/ 6x6 P.T.WOOD POST6x6 P.T.� WOOD POST WRAP IN 1"AZEK � M••�` 0) WRAP IN I"AZEK — R 04 I-f 2 22 21023' h�'� d of Appeals w � TOP OF S BFLO_OR — — — Zoning Boar � � � MASONRY PATIO V) iv MASONRY PATIO V, v TOP OF FOU DATION EL:8.0 FR EB ARD Elk EX.EL:7.0 EX.EL:7.0 _ EX.EL:7.0 c O ---------� ------.-- .------ ----- -- .,---------------� ---�— N --- `n _ - AE6 --------- - - --------------------------� -------------- ------ I I i i t I I� -I I I- I T T �"j '— — — - - - - — — — - - - — '- - - - - - - - — — - — — - - - - - - — — - JI_ - - - — L. LIT - - — •� — �- - - - - —I- -I- — - - — — - - - - - - - - ' M 1 - 1 � M� U 'Q M fl C — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — .� — 1. LL — — — .L. — i — — — — —'— —'— — — — — — — — — — — — — — - - '= — — — — — — — — — — — — — — — — — — — — — �— — — — — — — — — — — — "d oc O BOT OFF OTIN y i o WATER LEVEL LEFT ELEVATION ;�g �° FRONT ELEVATION PER SOIL BORING , 4. Q TEST DATED: 2/17/2022 _ SCALE: 3/16" = 11-011 SCALE: 3/16„ - V-0” ossoAa o OF IN 14 E co rn Q Continuous Ridge Vent N N Ridge board 2.3.2 COLLAR TIES `o SHALL BE NAILED with 4-10d U BOX NAILS IN ACCORDANCE 12 WITH FASTENING SCHEDULE U D 9 TYPICAL ROOF CONSTRUCTION R402.2.3;EAVE BAFFLES SHALL BE INSTALLED IN VENTED ATTICS. Class A Asphalt Roof Shingles w/ A BAFFLE SHALL BE INSTALLED fasteners per manufacturer's specification 2x4 CT 48" ocADJACENT TO SOFFIT AND EAVE VENTS 12 AND EXTEND OVER THE TOP OF THE and 2020 NYS code. W ATTIC INSULATION Ice & Water barrier as per section R905.1.2 9 RAFTER/CEILING JOIST HEEL (Note: Double underlayment is required W Z JOINT CONNECTION for Roof es slo between 2 on 12 and 4 on 12) <SHALL BE NAILED p ,4TTIG TOGETHER IN ACCORDANCE Framing As per plans with 1/2" exterior gradeJ WITH TABLE R802.5.2 span rated structural plywood Sheathing, W (SEE DWG-1 FOR TABLE) WITH SIMPSON H2AAT EACH Nail to framing in accordance Fastener Q 111QQ Ma 4q A UP RAFTER TO STUD. TOP OF PLATE Schedules & Strapping per detail sheet(s). — - - — Flashing per R905.2.8 W r R-30C BATT R 30C BATT 9J ry 2X8 LEDGER INSULATION INSULATION TYPICAL SOFFIT CONSTRUCTION. W LAG SCREW TO STUDS @ 16"OC 12" overhangs-typical � �..� Z �, SIMPSON SKEWED 6" Wood fascia & 6" Wood rake boards. HANGER RAFTER @EACH CLOS CLOS o Trim in aluminum or use "azek" ore equal Bedroom #4 Bedroom #3 BO Trim Z W Q 2x6 Rafters 16"oc Metal drip edge per R905.2.8.5 N)/ J 2x4 Ceiling Joists 16"oc Fully Vented Vinyl Soffits N 0 0 TOP OF UBFLOOR TYPICAL EXTERIOR WALL N 0 2 x 6 Doug-Fir Wood Studs @ 16" oc. Q _TO OF PLATE Double top Plate and Single Sole Plate. [)� 1/2" exterior Grade - Span Rated Opp 0 VINYL SOFFIT ON FURRING STRIPS ENGINEERED Continuous Structural OSB Sheathing. N FLOOR 21 BATT Fastened per Fastener schedule. (�� (n JOISTS INSULATION tyvec House Wrap or equal. Siding as per clients selection DINING o installed per manuf specs and code. ROOM KITCHEN Cont. load path strapping installed in accordance o with drawings. Provide Fire Blocking in accordance o o with R302.11 & R302.11.1 and °' o>= . R-30C BATT ENGINEERED .�. L E s v°, i;a Draftstopping per R302.12 & R302..12.1 m o ° _ ° _ INSULATION FLOOR o`? c t ° 8 m > JOISTS TOP OF 4UBFLOOR o aa, n o 2, co aci f0 -j — - - — TYPICAL FLOOR CONSTRUCTION =_ w TOP OF FOUNDATION " ani'o 0 0� v 0 0 v° 3/4 Plywood Span Rated Subfloor, a U °Y „ ° ° ° 10 ., �, - - - - - c � � » c ate: ° Glued and Nailed in s y o ° r ° = 3 CRAWL SPACE "' a w = 3 o s 3 ° D accordance with the fastener schedule. o o � 2) ° g a° L 5 b TYP.CRAWL SLAB b c a,a,' _ m a? `- u, ,S ,N Floor joists and Bridging as per Code. LLE_ N �,� 3:.e.E a TYPICAL FOUNDATION CONSTRUCTION r N N E 7 ° N ° in accordance with chapter 4 _ Q N 0 2"CONCRETE SLAB ON BOT OF FOOTING p o 0= ` 3000 psi Air Entrained cast-in-place concrete 0 U)ru E m E a.=o 4"BASE COURSE OF CLEAN — - — - — p p GRADED GRAVEL OR SAND. ITY wall on cast-in-place Concrete Wall Footing per 6 MIL VAPOR BARRIER. Bottom of R403. refer to Foundation Plan for footing size & Footing to thickness. be 36" below Damproofing per R406. Grade Minimum 2- 2x6 approved treated Sill Plates, Sill Seal And Termite shield per VENTS: SECTION _ � and R403.1.6Section R318. Anchor bolts per Foundationndation Plan P3103.1 ROOF EXTENSION OPEN VENT PIPES SHALL ROOF 4"VTR JL 4"VTR EXTEND MINIMUM 6"ABOVE SCALE: 1 /4" - 1 '-0" INTERIOR WALL FINISH THE ROOF OR 6"ANTICIPATED SNOW ACCUMULATION. Provide 1/2" Gypsum Wall Board on ceilings P3103. and walls except basement walls & clgs - unless WHEREFROSTS VALUE: noted. Min 1/2" Moisture Resistant Wall Board on WHERE THE 97.5/a VALUE FOR 2" OUT-SIDE DESIGN TEMP IS 0 DEG F Ceiling and all walls in Bathrooms (humid areas)OR LESS.VENT N o A ROOF OR WALL SHALLION NOT BEOUGH LESS and 5/8" cement board on walls and ceilings in wet areas. N H THAN 3"IN DIAMETER. ANY INCREASE Provide 5/8' Fire Rated gypsum wall Board on walls F- IN SIZE OF THE VENT SHALL BE MADE 3 NOT LESS THE 1 FOOT INSIDE THE g and ceiling located as per code, manufacturers ti Z THERMAL ENVELOPE OF THE BUILDING. INSULATION SCHEDULE R302.13 Fire protection of floors. requirements and drawings. co 1 1/2" 1 1/2" 1 1/2" shall comply with 2018 IECC. Floor assemblies that are not required elsewhere in this code to Q W following insulation specifications be fire-resistance rated, shall be provided with a u J 2„ 3" as provided by Res Check '/2 -inch gypsum wallboard membrane, m > FLAT CEILING INSULATION: *R-30c batt %-inch wood structural panel membrane, LL W U) 2 ND FL. (batt insulation not to be compressed) or equivalent on the underside of the floor framing member. VAULTED CEILING INSULATION: Vaulted: R-30c batt 3"J J2" (batt insulation not to be compressed) Penetrations or openings for ducts, vents, electrical outlets, ABOVE GRADE EXTERIOR WALL: R-21 lighting, devices, luminaires, wires, speakers, drainage, 3 (Picture frame air seal to meet blower door requirement) RIM JOIST INSULATION: R-30c batt piping and similar openings or penetrations shall be permitted. 2" 2" 2" WINDOWS/SKYLIGHTS: U: 5 0.30, SHGC: s 0.30 FOUNDATION WALLS:R-11 Draped on foundation walls Exceptions: 311 ABOVE GRADE GARAGE WALL: R-15 batt in 2x4 wood studs ATTIC STAIR COVER/ACCESS 1. Floor assemblies located directly over a space protected by an HATCH: Cover: z R-13 foam board or equivalent RECEIVED 2 1 1/2 3 1 1/2 1 1l2 1 1/2 1 1/2 1 1/2 automatic sprinkler system in accordance with Section P2904, U� WASHER DW OTHER SPECIFICATIONS NFPA 13D, or other approved equivalent sprinkler system. N 20 3 (� 2 2 2 INFILTRATION (BLOWER DOOR): :s 3 air changes per hour �� DUCT LEAKAGE: :5 4%leakage for ducts outside of thermal envelope 2. Floor assemblies located directly over a crawl space not intended r l LIGHTING: 100% high efficienc lighting CFL's or LED's Board o` Appeals 9 Y g g ( ) for storage or fuel-fired appliances. Zoning �, 1ST FL. APPLIANCES:All appliances must be Energy Star certified Z o 3"J 2° * 3. Portions of floor assemblies If part or the entire atticwill be decked over with plywood, H Q 4" FAI II 3" „ the ceiling joists must bs deep enough in order to fit the shall be permitted to be unprotected where complying with the following: ? M 3 3„ 3„ 3 batt insulation so that it is not compressed. If not then 3.1. The aggregate area of the unprotected portions does not exceed o CO CO Clg Jsts will have to be built up or upgraded to the next 80 square feet per story ro o 3.2. Fireblocking in accordance with Section R302.11.1 is installed along 70 4„ R4o3.6 Mechanical ventilation shall be provided that the perimeter of the unprotected portion to se -+i ct meets the requirements of section M1507 p p p separate the unprotected � M p D A � r, � q portion from the remainder of the floor assembly. ���P HRC %. CONNECT TO A NEW R403.7 Heating and coaling equipment shall be SUFFOLK COUNTY DEPT. sized in accordance with ACCA manual J by a 4. Wood floor assemblies using dimension lumber or structural composite OF HEALTH APPROVED certified third party rater. lumber equal to or greater than 2-inch by 10-inch nominal dimension, SANITARY SYSTEM _Y r' or other approved floor assemblies demonstrating equivalent fire performance. PLUMBING RISER DIAGRAM NOT TO SCALE T O1B 4 yp 'o FOF NE`i'1 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 BRACED WALL PANEL i----- I PER PLAN BRACED WALL LINE 1-1 1-2 1-3 1-4 1-A 1-B 1-C 1-D 2-1 2 2 2 3 2-A 2-B GO TABLE R602.10.4 page 185 BRACING METHOD CS-WSP GB CS-WSP CS-WSP CS-PF CS-WSP GB CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP --' CU BRACING METHOD ® BRACE WALL LINE SPACING(FT) 16 16 26.75 11 35.83 36.5 35.83 15.1 36.2 13 36.3 26.75 26.75 = -- CS WSP EL TABLE R6021 87 CONTINUOUS SHEATHING " WOOD STRUCTURAL PAN Q _� ,.�� `-• . DETAIL #1 ON DWG 2 0.5 page 1 MINIMUM PANEL LENGTH(inches) 27" 48" 27" 27" 27" 27" 48" 27" 24" 24" 24" 24" 24" S OR10N00 ON3 f NOtTI000D 011,1a TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 8 17 11.7 5 15.3 8.3 31 3.77 16 3.5 16 6.3 6.3 CU V ,�_ ,^, CS-P F CONTINUOUS SHEATHING 0 -yam" " PORTAL FRAME DETAIL#3,DWG-2 TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c U ® GB GYPSUM BOARD 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 1 1 1 1 U �� 2. ROOF EAVE TO RIDGE HEIGHT .97 .97 .97 .97 1 1 .97 1 .94 .94 .94 .94 ,94 ` BRACED WALL NOTES: _ REFER TO DETAILS ON DWG-2 3. WALL HEIGHT .95 .95 .95 1 1 1 .95 .95 ,9 .9 .9 .9 .9 :3:-�3T2o, r, __ __ ___ _••, , -- FOR HOLDOWNS,STRAPPING,BRACED >.._ WALL DIAGRAMS AND DWG-1 4. NUMBER OF BWL PER DIRECTION 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.3 1.3 1.3 1 1 t,V10(TIOV100 0113 E V101710000 OV13 FOR NAILING SCHEDULE. ALL BRACED -- WALL PANELS SHALL BE FULL-HEIGHT 5. ADDITIONAL HOLDOWNS W 2TVI3M3SIIU03fl -"�' - _ *- SECTIONS OF WALL WITH NO VERTICAL W z w,v b�r!tF rig.�nrl'iir',v hoarstd tot' C:Isnsq muisA ��-- - OR HORIZONTAL OFFSETS. 6. GYPSUM BOARD OMITTED 1 P ens; IrTU?'an?2 1=..'1 v r'hv,hrai?r,nr! eond Pc;'J b,y)std u>i"Cs, 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH l:tFndi9dl Is,iAx)112 1 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 7. GYPSUM BOARD FASTENING 7 7 z L � 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 1 1 1 rL'rt ber!?r r1z c9n:It ..beortd toi"t S :0 sonsl2iO + 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE RESULT REQUIRED BRACED WALL LENGTH(FT) 11 15.9 15.6 7 22 12 28.9 5.2 17.6 3.8 17.6 5.3 5.3 W =mf'.,I I bgosi:!boo:v SHALL BE OFFSET NOT MORE THAN 4 FEET. r'fi:v bArl?6Qriz zerd I'sv t7eost:!toi"S` ` { 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 2.8 9.25 W fitrr:iitnc!i Irn:?;xniz _ __, y THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. ' ( I o!?to oLbo n:i:of bonn?ara\1i_,ec,ro zdl 0n:snwob-bloH a NOITIONOD GV13 6. ABRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH PER PLAN BRACING LENGTH PROVIDED (FT) 15.4 17 15.7 8 24 16.58 29 24.5 24.5 10.7 24 19 10.9 U) W tarts ternoo sr!?o?izszr.Io tens, ns.v baos d :eoiveb j END OF A BRACED WALL LINE , t 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL W wol xt t?nirr.r;fl trao!t to rndr;hnuoT orl?a? 1 PANELS SHALL BE NOT GREATER THAN 20 FEETAS PER FIGURE COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y Y Y Y Y V MA-dlt,mm 20C=loot f,mm 1.2t=dani t:I2 109 R602.10.2.2 ry z �.Ot.S08f1 3AU�19 a.Linear interpolation shall be permitted E3NIJ JAW T.O KS0 A03 20I:1 1100 aN3 b.The total adjustment factor is the product of all applicable adjustment factors. c.The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines Q 014IHTA31-112 EUOUMIT1403 HTIW provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the intermediate braced wall line. W zC� _J UI of 44'-211 a I N _J NN 4'-011 001 35'-10'/Z" m I 15'-1'/i' m I 4'-01' QUI- J J O � I 4'-0" ' m 36'-211 ' m 4_0" O 1 4,_011 N 1 I I U I 3'-3 17/32" I 5'-63/8" 6'-9 3/32" 7'-7 5/16" 21-411 I I 1 1 I 1 1 I CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP I CS-WSP I CS-WSP I CS-WSP E o C t'nn o E E a a 1 r1 `N O wL� E L N o v`ow I I o 0 3 1 i i U) \ 1 o,o c at c o �i U U -�' �. 0Cf) I ?j C70 y C v rn rn o L Q.�t ca o v 1 co t? BWL1-1 c o� c c 0 r 2" - - - - - -- - - - - +- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - BWL2_A - BWL 1-1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - ' .o c o'm ' 1 _ oo `1mao a U m N Y N S L. 2 c o3. ml-0 UJ tf) o o o o °ar� �w p ' m n 2-, c N :: i5 3 v= rn - - m I I I CMO•Ca L `� - o E c n.00 p a C 0 I I I ;? oma : C: (V W U C O Q U p '1= CL I I 00 N ' ' `.� N U f6 E G(� In _ _ n cz ol 1 , I 3 _ r o �a � sc af0i , Ch \ f- L) In m o H m E o o o_ U I U Q 1lo 00 I Cn I in , T Q 1 I I I ' 1 1 1 f I I Cn , 1 ' N M N - - - - - - -- ,nom N -------------- I U ------- ' 1 E D OF 1 ----------- 1 BWL 1-2 - BF ACE WALL - - - - - - - - - - - - - - - - - - - - - - ------------ - - - - - - - - - - - - - - - - - - - - - - - - - -------_ 1 ------ I - - - IU m ACV I ----- - I I 1 ------------ -------- _ O U ti Z 1I ----------- \/.y ----- I _ -------- - ------ I Q ' D ----------- I _ --- ----------------• -------- - ' c� ' Q W 1 1 1 13'-7'/Z' _ _ I W SIMPSON 1 ---------- I ' 3 11 0 ' 3'-5'/z' --------- 1 HOLD WN DU2 I m y Q I -------- I (n �� ----- I ( Lt- U) ALLOWABLE W W U LOAD:3000 LBS - -- U W°z o ' GB METHOD 1 � TABLE R602.10.4 I --_----- I , 7"O.C.AT PANEL EDGES I o U - - - - - - - - - - - - � - - - - BWL 2-B - - - - - - - - - o�o� ' - - INCLUDING --------- - - - - - - - - - - - - - - - - - - -- - - - - - - - - -'- - - -- - - - - - - - BWL 1-4 U. I BWL 1-3 o _ @4ITQM PFFL�ITE3"JN F1ELA- _ R'--� z 1� I ALL HORIZONTAL JOINTS I I F� Z BLOCKED AND U d 1 - U FRAMING CONNECTIONS , CS-WSP -1 -��' U- A5 PER DETAIL 2 ON DWG 2 I a ---_-; I CS-WSP 1 CS-WSP CS-WSP CS-WSP I CS-W P CS-WSP I CS-WSP CS-PF 1 ' 1 I C NTINUOUSLY SHEATHED i I IP DRTAL FRAME.SEE DET 3 C3 ' ON DWG-2 AND I ` p-a 3'4'/" 1 4'-0" I FIGURE R602.10.6.4 1'-10'/" I 1'-10'/2' I W o ' 51-611T-1 , „ , 11 I 11 63/ 31-33/411 3-0 I 3-2'/Z 77 r-1 O ' 'c3rn bl)OC .fl CV I N I u_ I ' I CZ _JJ , _J piSD A �h'1 5'-0" I 13'-0'/2' 1 I 1ST FLOOR WALL BRACING PLAN 1 SCALE: 1/4" - 1 -0, 4'-011 I 14'-7" ZQ� 41-011 1 1 '09 I cP�gr 0190110 yQQ` 2ND FLOOR WALL BRACING PLAN 59'-011 ' Qom . SCALE: 1/4" = 1'-0" I Q I J , J , J Im Im Im