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Offal TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE y�• a���q SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46845 Date: 9/17/2021 Permission is hereby granted to: Cimino, Cono 92 Grandview Ln Smithtown, NY 11787 To: Construct additions and alterations to existing single familly dwelling as applied for and per SCHD approvals and ZBA#7338. At premises located at: 155 W Shore Dr, Southold SCTM #473889 Sec/Block/Lot# 80.-2-25 Pursuant.to application dated 8/18/2021 and approved by the Building Inspector. To expire on 3/19/2023. r_ Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,980.40 CO-ADDITION TO DWELLING $50.00 Total: $3,030.40 Building Inspector TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971. 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. ` Check Septic Form N.Y.S.D.E.C. !` Trustees C.O.Application Flood Permit Examined ,20 Single&Separate t< , Truss Identification Form. �v Storm-Water Assessment Form ontact: ' Approved i Mail to,C11A,eZ .Q W Disapproved a pO.BOX/d�7 S�( i dCD, NY�197/ Phone: 6-"- --6801 Expiration ,20 c � _-, - Building'Inspector' nD P APPLICATION.FOR BUILDING PERMIT M AY 2 9 2019 Date. &4,y Za ,20� INSTRUCTIONS ie.Vi 14 be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so.ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall'ekpire.if the'work'authbrized has not commenced within 12 months after the date of issuance or has not been completed within.18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,''the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent,:,arehitect, engineer, general contractor, electrician,plumber or builder Name of owner of premises . ��Co�tO•, �ClM�ND (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer)' " Builders License No. 71,619 Plumbers License No. Electricians License No. Other Trade's License No. _ 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 80 Block 2 Lot Z5 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy /QzSll�.-iV I-A4 nyz 15.¢I&zY b. Intended use and occupancy 6U6 /ci AIII,% 3. Nature of work(check which applicable): New Building Addition _Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on.filing this application) 5. If dwelling, number of dwelling units QW5 Number of dwelling units on each floor If garage, number of cars 2ZLIQ2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. /11A 7. ' Dimensions of existing 'structures;if any: Front �� iq�� Rear 6 - Depth 24 i0 '4 Height' Number of Stories, 7'000 fZ/ Dimensions of same structure with alterations r additions: Front 66 ���� Rear 4 Depth " Height s Number of Stories { t-- -IL-V 6,9�a�' :Depth�' 3.63 i e•, ;.., 8. Dimensions oaf entire new construction: Front 66 ^4 Rear Height,?s— 1111'o LACa Number of Stories 7?Ua LV 9. ' Size of lot: Front 2 490` rr Rear .7- .4P ET Depth_&1A 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YESX_NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO q2 cwwV.'ZW tq�/,E 14.Names of Owner of premises CDNo �7�'IA10 Address bi W.tWN,VYV1 7Phone No.51,6 A6 o"6 ool Name of Architect/V.U,WL-1> G�BA.41?,U Address Phone No 6,W Z26 37d6P Name of Contractor rAy Address 7 Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES. NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) OONNIE D.BUNCH SS: Notary Public,State of Newyork No.01BU6185050 COUNTY OFS7/f�GY1L) Qualified in,Suffolk County Commisslon Expires April 14;2�v A//e1PAZL A /C/1l4C./t being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the .4 (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and'to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief,'and that the work will be performed in the manner set forth in the application filed therewith. S�,tQ before me this of c C�J Ii'1 day of 04, , 20-4 Notary Public —� Signature of Applicant FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: June 12, 2019 TO: Michael Kimack(Cimino) PO Box 1047 Southold,NY 11971 Please take notice that your application dated May 29, 2019 For permit to construct additions and alterations to a single family dwelling at Location of property: 155 West Shore Road, Southold County Tax Map No. 1000—Section 80 Block 2 Lot 25 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 29,608 square foot parcel with two front yards in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring between 20,000 and 39,999 in total size, a minimum front yard setback of 40 feet is required. The ro osed construction notes a front yard setback riv road of 7 feet at its closest point. Auth rized Signature Cc:File, ZBA i OFF BOARD MEMBERS ��� �'pG Town Hall Annex Leslie Kanes Weisman,Chairperson 53095 Route 25,Main Road ---Patricia Acampora P-O-.Box 11-7-97..... .... .... ... Eric Dantes Southold,NY 11971 Robert Lehnert,Jr. �ij. O� Telephone(631)765-1809 Nicholas Planamento 741 Via... Fax(631)765-4064 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF'SOUTHOLD D ME i E September 17, 2020 S E P 23' 2020 Michael Kimack P.O. Box 1047 Southold,NY 11971 ,, Dear Mr mack At my,request the ZBA staff contacted you to inform you of the decision by the Board of Appeals regarding your request to make"corrections"in the setback relief granted in-ZBA determination.#7338, Cono'Cimino (June 25,2020). I.am writing to,clarify exactly what remedies you and your client have.. First.of all,the"errors".in the'aabeling.of existing setbacks were not errors made in our determination or in the Building Department's Notiee of Disapproval,but rather,;as you admit,by your client's architect in the site plan he submitted;which was used by both'Departriients'to render determinations. Second,the Board cannot legally,accept and act upon additional information:once a hearing is closed without reopening a hearing. There are two options here. One, submit a request in writing to the ZBA office to reopen the-Cimino hearing,which the Board has agreed to do by resolution with the required unanimous vote, since the intent of our decision was to grant setbacks for a new dwelling that are no less than what currently exists for the as built house. To do so we will need a letter of explanation as to why you are making;this request and we will also need a survey stamped by a licensed land surveyor showing the as built house and existing setbacks, and the proposed new dwelling with proposed setbacks. The second optioniis to abide _..:.:__.LL..._...by..the...setbacksgranted.in.the.ZBA..decision...and..amend.--your_client'-s..architectural.plans..accoidingly.,,so..- .._..:_.. that you may obtain a building permit from the Building Department. Since y Leslie Kanes Weisman ZBA Chairperson/Department Head CC: Michael Verity, Chief Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: June 12, 2019 AMENDED: October 4, 2019 TO: Michael Kimack(Cimino) PO Box 1047 Southold,NY 11971 Please take notice that your application dated May 29,2019 For permit to construct additions and alterations to a single family dwelling at Location of property: 155 West Shore Road, Southold County Tax Map No. 1000—Section 80 Block 2 Lot 25 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 29,608 square foot parcel with two front yards in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124,which states that, on lots measuring between 20,000 and 39,999 in total size, a minimum front yard setback of 40 feet and a minimum rear yard setback of 50 feet is required. The proposed construction notes a front yard setback(private road)of+/- 35.7 feet and a rear yard setback of 34.1. This Notice was amended on October 4, 2019 to address the need for a rear yard setback variance. --------------------------------------- Authorized Signature Cc:File, ZBA BOARD MEMBERS ��� SOU Mai n Southold Town Hall r in Road -T.O.Box 1179 Leslie Kanes Weisman,Chairperson �p Southold,NY 11971-0959 Patricia Acamporat Office Location: Eric Dantes G Q Town Aimex/First Floor, Robert Lehnert;Jr. �O �O 54375 Main Road(at,Youngs Avenue) Nicholas Planamento IiYCOU Southold,NY 11971. hup://southoldtowmy.gov EREIV ® !- � ZONING BOARD OF APPEALSTOWN OF SOUTHOLDSEP 2 Tel.(631)765-1809 •Fax(631)765-9064r, T� .rk IDEIPT. TINV!J DELIBERATIONS AND DETERMINATION MEETING OF DUNE 25, 2020 ZBA FILE: 733-8 __.. ..'.NAME_IJE_APPLICANT:_...Conn.Cimino PROPERTY LOCATION: 155 West Shore Road, Southold SCTM No. 1000-80-'2-25 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without' further steps.under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was-referred as required under the,Suffolk. County"Administrative.Code Sections f1 -1.4-14 to 23, and the Suffolk County.Department-of Planning issued its.' reply dated July 26,2019 stating-that this application is considered a.matter for local determination as there appears to be no_signifcant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit; or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a 29, 608 sq. ft.triangular shaped parcel located in- an R-40 zoning district. The property is a corner lot with approximately 267 feet of road frontage on West Shore Road, 226.4 feet along the southerly property line and 223.3 feet along a private road on the easterly property line. The property is improved with and existing 2 story dwelling with an enclosed porch, and an accessory garage. The. 'driveway to the garage is accessed from West Shore Road. All as shown on the survey by Kenneth M. Woychuk Land-Surveying,dated August 20, 2018. BASIS OF APPLICATION: (Adjourned from December 19, 2019) Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's June 12, 2019,, Amended October 4, 2019 and Notice of Disapproval based on an application for a permit to construct additions and alterations to a single family dwelling; at, 1) less than the code required minimum front yard setback of 40 feet; 2) less than the code required minimum rear yard setback of 50 feet; located at 155 West Shore Road, Southold,NY. SCTM No. 1000-80-2-25. RELIEF REQUESTED: The applicant requests variances to demolish the existing residence and to construct a new residence with a front yard setback of+/- 35.7 feet where a minimum of 40 feet is required, and a rear yard setback of 34.1 feet where a 50 feet minimum is required. ADDITIONAL INFORMATION: During both written and oral testimony from the applicant's agent at the public hearing on December 5, 2019, it was determined by the Board of Appeals, that the proposed project met the Y Page 2,June 25,2020 _ #7338, Cimino SCTM No. 1000-80-2-25 definition of a demolition. The applicant was asked to hire a licensed professional to prove otherwise. The Board received an a mail on December 18, 2019 from the applicant's agent stating that the.architect indicated that the extent of the work proposed did indeed exceed the 50% threshold and met the definition of a demolition. On . December 24, 2019 the applicant was instructed in writing to obtain a revised Notice of Disapproval for the demolition and to return for another public hearing on March 5, 2020. Prior to that hearing, the applicant's agent did not submit an amended Notice of.Disapproval but rather chose to testify during the second.public hearing, as to the reasons why, despite the demolition, the applicant did not propose to move the new.dwelling to a location on the subject property with conforming front and rear yard setbacks. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held public hearings on this application on December 19,2019 and March 5,2020 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variances as applied for will produce an undesirable change in the character-of the nei-gh_borhood.or.. a--detriment-to.nearby properties.. The-propo-sed reduction-of the existing-non- conforming setbacks for a new dwelling will produce a house that is much larger than and out of scale with surrounding houses on similar properties and will create additional non-conformity on a property that.is already characterized by non-conforming setbacks, 2. Town Law 4267-0)(b)(2). -The benefit sought by the applicant to build a new dwelling that is substantially -larger than the existing dwelling cannot be achieved without some form of variance relief due to .the triangular shape of the subject property with two front yards. However, alternative relief will-allow the applicant to achieve his goals without creating more non-conformity than what currently.exists. 3. Town Law §267-b(3)(b).(3). The variances granted herein as alternative relief are mathematically substantial, representing 24.6% relief from the code required setback for the rear yard and -17.75% relief for the front yard setback. However, maintaining the existing non-conforming setbacks, while still less than the setbacks required by code,will have less adverse impact on the character of the neighborhood than the relief requested. 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance with amended relief in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and conditions imposed-by this board. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had.actual or constructive knowledge of the limitations on the use of the parcel,under the Zoning Code in effect prior.to or at the time of purchase. 6. Town Law §267-b. Grant of alternative relief is the minimum action necessary and adequate enable the applicant to enjoy the benefit of a new single-family residence while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Lehnert, seconded by Member Acam.pora, and duly carried, to DENY the variances as applied for, and GRANT ALTERNATIVE RELIEF as follows: Fr Page 3,June 25,2020 - #7338, Cimino SCTM No. 1000-80-2-25 1. The front yard setback of the new dwelling from the private road shall be no less than the existing 32, 9-foot setback of the existing dwelling 2. The rear yard setback from the southerly property'line that is shared by the adjacent neighboring property,shall be no less than the 3�7z7�,footisetbackfh'e a istsngTdwellg M SUBJECT .O�THE"FOL O ING CONDITIONS: rior to receiving a building permit,the owner(s) of the subject property cited herein must obtain an . amended Notice of Disapproval from the Building Department for a proposed demotion of the ex' ing dwelling and the construction of a now llin and submit same o e Office of the oar ea s. 2. Prior to receiving a building permit the applicant shall submit to the Office of the Board o e s a ew surve or site plan and amended set of architectural plans,both stam ed bysadieensed professional,showing a.propose, ,neyy a hing�wi esetb_ac rgrantedI 'er-ei ads alt n tive relief and cited above The applicant shall file for and receive an approval from the Suffolk County Dept of Health'Services for the sanitary system-of the proposed new residence and submit a copy of same to the office of the Board of Appeals., - 4. This approval shall not be deemed effective until the required conhtions have tieen met; and fai nre to comply therewith will render this approval null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued NOTE: Before applying for a building permit,the,applicant or agent must submit to the Board of Appeals for approval and filing, two sets of the final site plan, survey,.architectural drawings;'.conforin,n to the.alternative relief granted herein.The ZBA will forward one set of approved, stamped drawings to the Building.Department. Failure to follow this procedure may result in the delay'or denial of a building permit and may require a new application and public hearing before the Zoning Board of Appeals. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. Vote of th Board: Ayes: Members Acampora, Dantes, Lehnert, Planamento, and Chairperson Weisman (5-0), c Leslie Kanes Weisman Chairperson Approved for filing / /2020 'A BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson y,*pF SOUl yp 53095 Main Road•P.O.Box 1179 �O l0 Southold,NY 11971-0959 Patricia Acampora Jt .. . Office Location:. Eric Dantes G Q Town Annex/First Floor, Robert Lehnert,Jr. i� 54375 Main Road(at.Youngs Avenue) Nicholas Planamento �y�o�My RlffCEIVE'D r http://southoldtownny.gov .'�" v �' 3��•"1 PD� �� ZONING BOARD OF APPEALS OCT 2 1 2020. D r� TOWN-OF SO.UTHOLD. OCT .2 3 2020 Tel.(631)765-1809•Fax(631)765-9064 Sou old Town Clerk 13Ullr)DING GS;DELYBERATIONS AND D TEAMINATTON TOWN ey a10I>Tl l MEETING OF J iJN 25; ZBA FILE: 7338 AMMUND� ED ONIOC�OBER 15,�020 (see AddrnonAl Information and Conditions) NAME OF APPLICANT Conn Wino PROPERLY LOCATION; 155 West Shore Road; Southold SCTM No. 100046_2-25 SEQRA DETEI IVIINATION The Zoning Board.of Appeals has visited the property under consideration xn this-. appheation and deteriniites that this.re I ' falls under the Type.II category of the State's List of Actions, withouf. further"sups udder�EQR7A. .. SUFFOLK COUNTY ADMINISTRATIVE CODE: 'This application;vvas referred as requvred under the Suffolk County AdmmistrativeCocle Sections A 14-14 to 23,arid.the Siiffoik CountyT. Departrtiint ol'I'lannirig issued its reply dated Jt 1y 26,2019 stating that this application is conside edZ. a matter for local deterri inatton as there appears to be no,sigmfcant county wide Or inter community impact. LWRP DETERMINATION: The.relief;.permit, or interpretation requested.in this"application is listed under_the" 1Vlinor:4etions exempt:list acid is no-Is ubject-to review under Chapter 268: " PROPERTY FACTS%DESCIZIIpTION: The subject property is a 29, 608 sq._l triangular shaped parcel.located in an R-40 zoning district.:The property is.a corner lot with approximately 267 feet of'rood frontage on West Shore. Road, 226.4 feet.along the sou. erly-property line and 223.3 feet along a private road on the easterly property line. The property is improved with and existing 2 story.dwelling with an enclosed porch,and an accessory garage. The . driveway to the garage is accessed from West Shore Road. All as shown on the survey by Kenneth M. Woychuk Land Surveying,dated.August 20,2018. BASIS-OF:APPLICATION: (Adjourned from December 19, 2019) Request-for Variances from Article XXIII, Section 280-124 and.the Building Inspector's June 12, 2019, Amended October 4, 2019 and Notice of Disapproval based on an application for a permit to construct additions and alterations to a single family dwelling;at, less than the code required minimum front.yard setback of 40 feet;2)less than the.code required minimum rear yard setback of 50 f6t; located at 155 West Shore Road, Southold,NY. SCTM No. 1.000-80-2-25. RELIEF REQUESTED: The applicant requests variances to demolish the existing residence and to construct a new residence with a front yard setback of+/-35.7 feet where a minimum of 40 feet is required, and a rear yard setback of 34.1 feet where a 50 feet minimum is required. ADDITIONAL INFORMATION: During both written and oral testimony from the applicant's agent at the public hearing on December 5,2019,it was determined by the Board of Appeals,that the proposed project met the definition of a demolition. The applicant was asked to hire a licensed professional to prove otherwise.The Board received an 9 Page 2,June 25,2020,Amended October 15,2020 #7338,Cimino SCTM No. 1000-80-2-25 e mail on December 18,2019 from the applicant's agent stating that the architect indicated that the extent of the work proposed.did indeed exceed the 50%threshold and met the definition.of a demolition. On December 24, 2019 the applicant was instructed in writing to obtain a revised Notice of Disapproval for the demolition and to return for another public hearing on.March 5. 2020. Prior to that.hearing, the-applicant's agent did not submit an amended. Notice of Disapproval but rather chose to testify during the second public hearing, as to the reasons why,despite the demolition, the applicant did not propose to move the new dwelling to a location on the subject property with conforming front and rear-yard setbacks. AMENDED DECISION.*OCT.OBER.15,2020 On August 4, 2020, the applicant's agent submitted a letter"to'the.Board' of Appeals eg laiuin that.the PP. . P .� g setbacks of.the existing dwelling shown in the site plan submitted with the original application were in'error, and submitted a corrected site plan and architectural plans prepared by Harold E. Gebhard,R.A.,revised August 31,2020. This corrected site plan shows a front yard setback of 32.9 feet and'a 'rear yard setback of 37.7 feet for the"as built"dwelling,as originally granted as alternative relief.in-this decision.The agent also requested that the Board remove condition No: 1 in.the June 25, 2020.decision which .requested_ that the- applicant obtain an amended Notice of Disapproval from the Building Department•.for a demolition, rather than additions and alterations to an existing dwelling as cited in the'Notice of Disapproval. The Building _ _. ._:.-}ePartment-poi f rmed--that -since--the--ZBA deeis en-grad--already--been--rendered-duter-nWWg-that the-._T.._-.-- -- application involved the demolition of the existing dwelling and.construction of a new dwelling,no new Notice of Disapproval is needed. Therefore; On October 15; 2020: the Board accepted the corrected architectural ;. -plans:and site and rescinds:condition No.1 of the June.2S,200 decision(ace CONDITION )..:. FIND INCxS OF.FACT/IEASaN___5 KORBQARD ACC IV The Zoning Board of Appeals held-public:hearih on this application on Deeemberl-9,2019 and March 5,2020-at which time written and oral.evidence Were presented, Based upon all testimony,doeurrientation,peisonal . inspection of the properly:and'surrounding neighborhood,and'other evidence,the Zoning Board finds the . following facts to be true and relevant and makes the following findings:; 1. .Town Law: 267-b13)(b)(1): .Grant of the variances as'applied for will produce an undesirable change in.the character of the.neighborhood or a detriment to.nearby-properties; The proposed.reduction of the existing-non, conforming setbacks for a-new dwelling will.produce.a house that is much larger than and out of scale.with surrounding.houses-on similar properties and will create additional non-conformity on a property that is already characterized by non-conforming setbacks, 2. Town.Law 4267-b(3)(b)(2): The benefit sought by the applicant to build:a new dwelling that is substantially . larger than the existing dwelling cannot be achieved without some form of variance relief due to the triangular shape of the subject property with two front yards.However,alternative relief will allow the applicant to achieve his goals without creating more non-conformity than what'currently exists. 3. Town Law 4267-b(3)(b)(3). The variances granted herein as alternative relief are mathematically substantial, representing 24.6%relief.from the code required setback for the rear yard and 17.75%relief for the front yard setback. However,maintaining the existing non-conforming setbacks,while still less than the setbacks required by code,will have less adverse impact on the character of the neighborhood than the relief requested. 4. Town Law 4267-b(3)(b)(4). No evidence has been.submitted to suggest that a variance with amended relief in this aside tial-cominunity-will-have--an-adverb--on--the-physieal ar enviranrnental-eanditiens-in-the— neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and conditions imposed by this board. Page 3,June 25,2020,Amended October 15,2020 #7338,Cimino SCTM No. 1000-80-2-25 5. Town Law 4267-b(3)(b-� The difficulty has been self-created. The applicant purchased the parcel after the Zoning'Code was 'in effect and it is-presumed that the applicant had actual or'.constructive.knowledge of the limitations on the use of-the parcel under the Zoning Code in effect prior to brat the time of purchase. .6.. Town Law V67-b. Grant of alternative relief is the minimum action necessary and.adequate enable the applicant to enjoy the benefit' of a new single-family residence while preserving-and protecting the. character of the neighborhood and the health,:safety and welfare of the community. . RESOLUTION.OF THE BOARD:In considering all of the above factors and applying the balancing test under New Ybrk:Town Law 267-%Moti'on Was offered by Member Lehnert,seconded by Member Acampora;-and duly carried; DENY the variances as applied for,and GRANT ALTERNATIVE RELIEF as follows: 1. The front yard setback of the new dwelling from the private road shall be no less than the'existing.32: 9-foot setback of the existing dwelling 2. The rear yard setback from the southerly property.line.that is shared by the adjacent neighboring property;shall be-no less than the 37.7-foot setback of the existing dwelling, SUBJECT TO THE FOLLOWING CONDITIONS: P.nor to receiving a hum tit permit,the owners) i'the subje t:praperty'cite'd.berein must obtain a - 1.frrom th Buildin' De artment 1.'o:r• a Piro] ose :demob on: "f I e e istln new lvlotice of D�sapprova a g . P P P dwelling and the construetion-of a nevi,dwelling.and submit'same.to the ffi+c'e of the Boar of ApPeals: . .i.. Prior to receiving a Building permit the applicant shall submit tti the Office of the BQaird of App04Is . a new surveyor site.,plan and amended set o#'.arehi tectural plans,both stamped.by a licensed professionaI show ng a proposed new dwelling with the setbacks granted herein as.aiteris five relief and cited'above 3. � The applicant shall file for and receive an approval:from.the Suffglk County Dept of eallth:Services - for the Sanitary system,of the•proposed new residence and subn►it a.copy.ofaaine to�.the of`f,ce of the Board.of Appeals. 4. This approval-shall not be deemed effective until the required'conditions have been met; and failure to comply therewith will render this approval null and void . AMENDED DECISION: At the Special.Meeting of October 1.5,2020, the Board voted by unanimous resolution,and at the-request of the applicant's agent,to remove condition number 1 as listed above in the original June 25,2020 decision,and to accept the corrected site plan prepared by Harold E. Gebhard,R.A.,last revised August 31,2020 showing the proposed new dwelling with the setbacks as granted above in alternative relief S - JECT TO+ r E�OL. LOO WING COO i ITIUN ,.WHICH REN7AIN 1 The applrcaVii shall-file for and receive an app'r-oval-from the-Suffolk County Dept of-'Health�ervmes for the sanitary system of the proposed new_residence and submit a copy of same to the office of the Board of Appeals. This approval shall not be deemed effective until the required conditions have been met; and failure — ----te-eemply4here will renderh appre id -- Page 4,June 25,2020,Amended October 15,2020 #7338,Cimino . SCTM No. 100040-2-25 That the above conditions be written into the Building.Inspector's-Certificate of Occupancy, when issuer Before nplying for a.building_permit,the applioant.or agent must submit to the.Board of Appeals.for approval and filing, two sets of the final site plan, survey, architectural drawings, conforming to the alternative relief granted herein.Tlie ZBA will forward one set of approved, stamped drawings to the Building Department;.Failure to.follow . this procedure_may result in the delay or denial of"a building,permit and may require a new application and public hearing before the Zoning Board of Appeals. In the event that this.is an approval subject.ta toridi#ions,the appro ai shall riot be deemed effective until.such time.thafithe foregoing conditions are met;and failure to.comply.therewith will render.this approval null:and void:, Pursuanvto Chapter 2S 46(B) of:the-Code of--thrwTbw"` pfSouthoid any-vat'ianee,granted:hy`the:Boa of Appeals shall-become null and void where a Certificate of Qccbpai�cy:has not been procured;and a ,. subdivision map has qot .been filed with the Suffolk County ler..k;within three:(3)years from the,date such. variance was granted. The board of Appeals may,upgn written request pnori to the,date,of e$pirtion, grant an extension not ta►°.exceed fhree..(3)consecutive one(1)year terms. = 'Vote of the Board:. Ayes:Members Acatnpora,I3antes,Lehnert,Planamento,and.Chairperson Weisman(5-0), ter . Approve for ftingQ BOARD MEMBERS V Southold Town Hall Leslie Kanes Weisman,Chairperson �*�F $O r�'O 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acamporat Office Location: Eric Dantes 01 Town Annex/First Floor, Robert Lehnert,Jr. G'�c► ,^�aa�� 54375 Main Road(at Youngs Avenue) Nicholas Planamento yCOUNN Southold,NY 11971 http://southoldtownny.gov R/17 ZONING BOARD OF APPEALS D) i (� TOWN OF SOUTHOLD ) n C f 1. 631 765-1809•Fax 631 765-9064 IJ MAR 2 2 Tel.( ) ( ) 2022 March 17, 2022 �T jT-8 ,r D E.PT. Jessica Magee AMP Architecture .1075'Franklinville Road .Laurel,NY.:11948 Re: ` De Minimus Request,File#7338 Cono Cimino, 155 West Shore.Road,.Southoid SCTM No. 1000-80-2-2.5 Dear Ms. Magee; We are in receipt of your correspondence dated March 9, 2022,requesting a de minimus approval foe the demolition of an existing,dwelling and reconstruction of a new single family dwelling. On the submitted amended site plan, dated.February 8,,2022,.and in your letter, you indicate that.the existing rear yard setback of the dwelling was 3.5.7 feet, and not 37.7 feet as depicted in the previously submitted plans'drawn by Harold Gebhard,which was.relied upon when the Board granted your client variance relie f on June 25, 2020.and-Amended,relief on.October 15,.2020. On March 17, 2022,the'Board reviewed'your.request for a de minimus approval of a,rear yard setback.of 35.5 feet and determined that the amended site plan dated February'8,.2022, prepared by Anthony Portillo,. Architect,upholds.the intent of ZBA Appeal No. 7338, and that your request is'de minims in nature. Please be advised,that all conditions as amended in the October 15, 2020 decision will still apply. In addition, ated, signed and sealed site plans and architectural plans consistent please provide the.ZBA Office with two d with this de minimus approval. Contact us if you have any further questions or concerns. I will instruct.the office to send a copy of this letter and your request to the Building Department,, e1y' eslie.K nes eis an Chairperson cc: Michael Verity, Building Department •.RCHITECfiURE Operating Business Address:1075 Franklinville Road,Laurel,N.Y.11948 Brooklyn Office:204 25"Street,Suite 203,Brooklyn,NY 11232 LLO Business Phone:(516)214-0160 Date: March 9,2022 Southold Town Zoning Board of Appeals 54375 Main Road Southold, N.Y. 11971 RE:Cimino Residence 155 West Shore Dr Southold NY 11971 ZBA File#7338 Dear Board Members, We are the representative for the homeowners of the above mentioned property. We are requesting a de minimis approval from an original approval dated June 25, 2020 for the following: Additions and Alterations to dwelling. The original setbacks approved by the Zoning Board,dated October 15,2020,were for a front yard set back of 32.9'and the rear yard set back of 37.7'. Please note that the original ZBA plans from Harold Gebhard, dated August 31,2020 are incorrect and shows an existing setback of 37.7'. Per the attached land survey by Kenneth Woychuk dated August 20,2018 and the red stamp survey"from the Suffolk County Health Department created by Professional Engineer,Gary Devito, dated June 22,2021 the existing rear yard set back is 35.7'.AMP Architecture site plan dated, March 9,2022 is consistent with both of these documents. AMP Architecture requests the approval be amended to reflect the existing rear setback. If you have any questions or concerns, please do not hesitate to contact me. Thank You, Jessica Magee AMP Architecture,PLLC Administrative Assistant E: unity li as.6hit6ct.con) 0: 516-214-0160 rart�=ut:at�arcli:itec:t.�can t RCH R.E. Operating.Business Address.1075 Franklinville Road,Laurel,N.Y.11948 Brooklyn Office:204 251i Street,Suite 203,Brooklyn,NY 11232 LLC Business Phone:(516).214-0160 Date: February 19,2022 Southold Town Zoning Board of Appeals ' 54375 Main Road as ro� Southold, N.Y. 11971 FED 2 U2-2 RE:Cimino Residence 155 West Shore Dr Southold NY 11971 ZBA File#7338 Dear Board Members, We are the representative for the homeowners of the above mentioned property. We are requesting a de minimis approval from an original approval dated June 25,2020 for the following: Additions and Alterations to dwelling. We are requesting a smaller front covered patio,291 sf and a proposed back concrete deck, 126 sf with a front yard (secondary)set back of 30.2' The original setbacks that were approved were for a front yard set back of 32.9'and the rear yard set back of 37.7'. Please also note that the original ZBA plan shows the set back of 37.7',but our site plan ` shows the existing dwelling at 35.7'. Enclosed are the plans for you to review. If you have any questions or concerns, please do not hesitate to contact me. Thank You, Jessica Magee F� AMP Architecture,PLLC �•U Administrative Assistant _ 2s E:jma0e09mparc1 itect.cam ' 0: 516-214-0160 www arnparchitect coin, Z0NIN6 DATA ! a rl LL ¢i3 TAX MAP# 1000-80-2-25 { (f ZONING DISTRICT R-40 NC, m a 3 w g a LOT AREA Ob8 ACRES i o r a FEMA FLOOD ZONE X p t o Q Co W a J aZ��zz LOT COVERAGE _� � � 77 o 5 o k y y J N DESCRIPTION(FOOTPRINT) AREA %LOT .0 - COVERAGE mMZao TOTAL LOT AREA 2g b08.0 S.F., N i t ol3cazyYl. EXISTING 2-STORY DWELLING 1,2T1.0 S.F., 4.5% ¢ J Z is • 'y�J�23Q 11\1r +� EXISTING GARAGE I 512.0 S.F.. 1.1% c a o x S<m PROP05ED 2-STORY ADDITION 2,242.0 S.F, �.b% E o r ?20 CL f/� f PROPOSED COVERED GONG. �f1 \ PATIO 2g1.0 S.F.• 1.0% f $ a a a x EXIST. �\ PROPOSED GONG.DECK 105.0 S,F, 0.5% f GARAGE _ +� TOTAL AREA OF ALL STRUGTURE5 4225.0 S.F 14.3% € 6' FENCE ` r �" "-OMA MU LOT C.0VERAGE ALLOWED 20% l XI M I REQUIRED SETBACKS MAltl 6UILDIN�a � a "r REGUIRED EXIST. PROPOSED COMPLIES i PROP::, ` �, W *" FRONT YARD 40.0' 80.g' 4-l.8' Y i \ I e } (PRIMARY) i 2 STORY PROP.:• FRONT Y /l I +ADDITION GONG. st. '6� 25.0' 32A, 55.-i' Y ..(SECONDARY) � DECK ' . REAR YARD 50.0. 55.T 44.3' N(EXIST. r& r�• 1 NON-CONFORMING) SITE LAYOUT NOTES: DRIVEWgY MODIFIED 2 STORY _° ': ` I. THIS IS AN ARCHITECTS SITE PLAN b IS t' SUBJECTTO VERIFICATION BY A LICENSED EXTENSION / DWELLING1 SURVEYOR. THE INFORMATION € Q� � 'II O" .� REPRESENTED ON THIS SITE PLAN 15 TO THE = s ,fj 9P , ARCHITECT'S BEST OF KNOWLEp6E. ^. i�, � 0 Q 2.SURVEY INFORMATION WA5 OBTAINED z / °� ti_ FROM A 5URVEY DATED AUG.20,2018 r PROP. 2 STORY PROP. AND PREPARED BY, . �/ .ADL>ITlfJhl f (p f GONG. a / / HUK COVERED LRND SURVEY N6NNETH M. G PLLG 4� �4 PAS PO BOX 153 e� �� � PATIO AGUEBOGUE,N.Y. IIg31 FENCE TELEPHONE: (631)248 1588 t O RINARY1 W Rf31+"T 3 PROP. DRIVEWAY '" O p W q cry 0 ✓'"" �'' .. - ; 0 Z ,{ �D,I► i� � / � o .� A. 2� UJI Lo IR AR CURVEDAA >11 —� NORTH SHORE DR I VE �� , o r. , �= o PROPOSED SITE PLAN � . +��74 t SCALE: Ila" = I'-O' I BOARD MEMBERS o f SOU Southold Town Hall Leslie Kanes Weisman,Chairperson �� jy0 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acamporaic. Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento COU Southold,NY 11971. http-//soutlioldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 ►= �s� March 17,2022 APR 1 2022 Je'ssica..Magee AMP Architecture ET, .1` � 1'rPTe 1075Franklinviile Road Laurel,NY. 11948 Re: De Minimus Request,File#7338 -Corso Cimino, 15*5 West Shore•.Road, Southold S&M'Xo. 1000=80-2-25 Dear Ms. Magee; VVe are in receipt of your correspondence clated.lVlai-ch 9,2022,requesting a de minimus approval for.the demolition of.ari existirig,dwelling and recopstuction of a flew single.family dwelling. ' r .°On the sub' ifted am cl F ended site•plan,�dateebruary 8,,2022,.and in your letter, you indicate that the existing rear•yaid setback of the.dwelling was-353 feet,and not 37.7'feet as depicted in' the previously submitted plans'.drawri:by Ha'rold:;Gebhaid,which vas relied upon'when the Board granted your clientvariarice relief on June 25,2020.and•Amdnded..relief on October 1'S,,2010. On March 17,2022,the'Baard ieviewed'your,re West for a de'miriimus approval of a.reaf yard setback of 35.5 feet and deteririined that the amerided.site plan dated Fe}�ruary.8, 2022,prepared by Anthony Portillo,. Architect,upholds.the intent of ZBA Appeal No. 7338, and that your request.is de minimi s in nature. Please be advised•that all conditions as amended in the October 15,2020 decision will.still apply: In addition, please provide the.ZBA Office with two dated,signed and sealed site plans*and architectural plans consistent with this de minimus approval. Contact.us if you have any further questions or concerns. I will iitstructAlid office to send--a copy of•thIs letter.-and your request to the Building Department; i aly, 7, eslie.K nes eis an Chairperson cc: Michael Verity,Building Department i I po aF3 mad-�ga 003w�o w~ Q m oxaa S~ IL 0 0 QZ F-JZZ S a�%O U W w0d00 ozmF.a M W C R ti woaoCIMINO axaz �� WNN V O W O Q Z N LLWQ�a�W O�pF- ���,x,.z3a QZ 1ZQJw ¢ z��FQQ- �w N VATI NO ��UN wUW a S w a V W W.H t O W Y y S2 F-x� SO d'� W RE 0 0 H U Q Q a Q x 155 WEST H R E DRIVE i APR 0 6 202Z 26NING BOARD OFAPPEALS SOUTHOLD , NY, 11971 r% w � Z = 4 ARCHITECTURE ANTHONY PORTILLO, R.A., LEED AP z Q o Z � > � o r 1075 FRANKLINVILLE ROAD 450 95TH STREET UNIT C9 ~ J � o uJ LAUREL, N.Y. 11948 BROOKLYN, N.Y. 11209 0 LO LO LLC 0:516-214-0160 (n 0 a 0 w a Bldg Dept copy from ZBA Final reviewed docu ents `..I ZBA File# ''733 ate: c Lu �W1ra�►rvi� o � o a � 1 GENERAL SYMBOL KEY: OLLa S3 EXISTING TO REMAIN NEW FOUNDATION WALL G r ma��gQ --� NEW WOOD FRAME 4 0� . 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OR055 AREA ' I,�, V'a in i � I OENER4L 5YMBOL KEY: 1a oLL �=3 ���� �. -�{ w EXI5TINO TO REM 1 AIN � NEW FOUNDATION WAL W F'i:L m a ma 3: NEW WOOD FRAME z }i w O Za=mwm :jWoxW._I � LLo �joZQoww4 �• ,,,,yy QW aQJQZZ 1Db LyZ' G=�C=U a In0000 I- w O�wo In�w— K W3 _ Mwoa OS aMLZ I&PAYroA BLIDat g o-'w i 0. x. 6+^lwar.. �t•.x +�aiatP�:a. _ K C Z a Q Y W V ! ( O W a F — I �� ���ZQa3z 11s fSI2S Ilb' va CO K 2 I SSI { 4 W�=M' Q NAI i w. O tSyF FF 03 DP.~ ®�l W Z U H O U N p� 6 SOO:O(r Sa NEW]GAR OF-U 6a R ax SO I b I o 0 $® A - 0 . 6B76N 7� � � S Ib• Rom. I I � { -0 WR BAR 6 B-D '~a'-II• Bb f I NEW DINING ROOM s �� p Q v --------------- 39-6•LJ e y p ` PIR�LKC n A p ¢ 1 R Bldg. Dept copy from ZBA 3 I Final reviewed doc ents 22�— ZBA File# l 3 gug B°� •- - � \ " i PAMILY ROOM Date: / / BA7�OM 0 j j p x.l r Nl iM !7 I LNEW WgLK-INJ i 0 •= I 0 j R j 9 O 6 ZQ22 > 1 BA770M J-1WI APR Z_ _ _ _,_ _._.,- _..... ... ._- i I P A a � ��®pRD®F APPEALS O � W �+ j Z®�IIt� > = z p I O (n I V w uj o x BEDROOM +•`"' a 0 LO I o KT t I �t:J \ 1. .y` o a. ` 37b• � f� • G N 03 7 405 O PROPOSED FIRST FLOOR PLAN F 2,515 5.1'. HABITABLE 5PAOE; 5,401 5.F. 5RO55 AREA SCALE. Ida I'-O" o a ( 1 a. OENERAL 5YMB0L KEY: LL Q W j r==1 0XISTI1,16 TO REMAIN r2220 NEW FOUNDATION WALL Z zan m 00 rrsv wooD FRAMEo p 3 W a¢aga ziirw4am �woxw,O1., Inw�Q LL 0 O Q p p w Q W Q W Z Z 4 W O W O '-10 1- oNO. m¢Ka W O O0 0= adz C75 T o�o w�In 0U O r1 n U p1OQ21n 1 `GAi}7®RhL a LL p ZQ Q ly� 1 ` I W 00 ur10J ..LT 2'-1 Q Z� rQw BA T ti I N6Y T� ❑ w�tow—tiii I 1 2msr. NEW3p d ll a u3ic=i�oU n ❑ enr. 4 �cp�¢¢a°dr4x 216 sr. b• � O �j n -0 s N ir._._._._. 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LOT AREA 0.68 ACRE5 o=w a�= oLL ww aLLgi FEMA FLOOD ZONE X o Q o o W ci Q2 zz LOT`GOVERAGE Zw��wa .�... ,. o=a wo LOT H W W J m o DESCRIPTION(FOOTPRINT) AREA COVERAG M E m w. a o= R¢o �o O TOTAL LOT AREA 29,60&.0 S.F. _ o ♦ O D 13 W o Q z U I V l EXISTING 2-5TORY DWELLING Imo S.F. 4.5% o w�d o Nry o \�•ry EXISTING GARAGE 312.0 S.F. 1.1% t-2 N o we zo< a ? ♦\ PROPOSED 2-5TORY ADDITION 2,242.0 S.F. 1.6% a 5 E F .08m ♦\ PROPOSED COVERED GONG. a w z o o o w S NN SS F-S:� PATIO 2cqI.O 5.17. 1.0% ¢'a a a= EXIST. ♦ PROPOSED GONG.DECK 103.0 S.F. 0.390 GARAGE\♦\ TOTAL AREA OF ALL STRUCTURE5 4225.0 S.F. 14.5% 6' PENCE ♦e "MAXIMUM LOT COVERAGE ALLOWED -20% ♦\ / REQUIRED,SET15, MAIN BUILDING �?�� ♦\ REQUIRED EXIST. PROPOSED COMPLIES PROP FRONT YARD 4 40.0' 80. ' 4'1.8' Y . / 2 STORY PROP. ���� �J� FRONT YARD �. ADDITION GONG. �7 ♦ (SECONDARY) 25.0' 32A, 35.i' Y DECK /" / S ♦ REAR YARD 50.0' 55.11 44,3' N(EXIST. NON-CONFORMING) / \ SITE LAYOUT NOTES: DRIVEWAY / �`S ♦ I. THIS 15 AN ARCHITECT'S SITE PLAN & 15 MODIFIED 2 STORY T \ SUBJECT TO VERIFICATION BY A LICENSED DWELLING CO SURVEYOR. THE INFORMATION EXTENSION 0 11.01 � ♦� REPRESENTED ON THI5 SITE PLAN IS TO THE J ARCHITECT'S BEST OF KNOWLED6E. "//" \��J ♦\ 2.SURVEY INFORMATION WAS OBTAINED \ ♦ FROM A SURVEY DATED AUG.20,2015 PROP. 2 STORY � PROP. \ AND PREPARED BY: ADDITION m GONG. ♦ KENNETH M.WOYGHUK COVERED `♦ LAND PO BOX 53EYING,PLLG PATIO AQUEB06UE,N.Y. 11931 DUI / ry ♦ N3 TELEPHONE: (651)298 15W8 FENC �1��f 6 / ♦ O '6 _— —- -—- p g1=TRACK (PRIMARY) � F� j / - ---- \ - - Y o PROP. 4 ONT � Z � rn DRIVEWAY BR 2022 G O ry , � Q OIr / � 0 cn �' WING BOARD OF APPEALS 0 w � o ®' LL IRE®AR UR - — +/- Vol' �'���! p Y/ a Bldg Dept copy from ZBA Final reviewed documents Date File/ 07�3$ Q NORTH SHORE D R I VE I` '9 0 7 PROP05ED SITE PLAN TF p F N V1 a SCALE: I/W = 1'-0" a o a i Michael A. Kimack t; , --- .ATTURNE`( AT'LAW' P'.0. Box 1047 Sot Y.1197] r✓ lir�I',,(5.1626S8-G807 E-mail: mkimatk2@vei•izoti, t ' -AttguSt_4s-Z020 - Re: 7,BA Application#7338 ••• ;rt R Cimino, 155 West Shoref 17oad,;,Southold ~3;SCT ,1y off, 1000-80-2-25' , ' t To: Leslie Kanes Weisman, Chairperson ' - ►; L, 1, �,- ,; Dear Leslie: On June 25, 2020, the Board issued Finci�n6s, Deliberations u7d Dei -minatiotis ('Fihdkp) and issued variances for the above referenced application, 1 direct your attention to the Relief Requested section(1),wherein a front hard setback of 35.7 feet was referenced,where a minimum of 40 feet•is'required,.,But under the alternative relief ,required,the front yard setback should be no less than the existing-32-9, .foot setback. Could you correct the Relief requested section to 32.9 for accuracy parposesr='� -• ��. , In addition,the-Relief requested paragraph-r-efers-to-a rear yard setba&od{f-3, l feet where 50 -` minimum is requited. But under`alt�r.14tive relief(2),the rear yard setback shall be,no less than; 37.7 feet of the existing dwelling.Het'e it gets a little,,cloudy. The 34.1 foot,setback rvgs fi"ak�en r from the architectural drawings which was indicatiAg!the�lpsest pr poses (fN?elling point. . `;l wherein the architectural di•a*•ing-i•neor ectl):-Stated the existing dwelling asset back 37.7 feet. It did not take into consideratign the existing enclosed porch. Attached please find a copy of the survey which depicts the closest poirft oflhe'-existing d.vclling being the enclosed porch. which is 35.7 feet set back from the rear property line. _`_"I I respectfully request the permit be altered to the following: ; Relief Requested: 32.9 feet in place of 3'5-.—feet 1 Grant Alternative Relief, 2.: 35.7 feet in place of 37,',_.fi;ct, . •• (hank you for your consideration in this matter Sincerely. ivlic,hael A, Kimack, Agent • r December 5,2019 Regular Meeting HEARING#7338—CONO CIMINO CHAIRPERSON WEISMAN :The first application before the Board is for Cono Cimino#7338. This is a request for variances from Article XXIII Section 280-124 and the Building Inspector's June 12, 2019 amended October 4, 2019 Notice of Disapproval based on an application for a permit to construct additions and alterations to a single family dwelling at 1) less than the code required front yard setback of 40 feet, 2) less than the code required rear yard setback of 50 feet located at 155 West Shore Road in Southold. MIKE KIMACK : Good morning everyone, I'm Michael Kimack on behalf of the applicant who is present in the audience. The request is because we've got two fronts. The existing residence primarily does not interfere with the West Shore Drive front yard setback although the existing building does not meet the requirement of a rear yard setback in that particular (inaudible) which is a fifty foot (inaudible). At the present time it's 34.1 feet (inaudible) existing building (inaudible). On the private road section the 40 foot setback, the existing building is 32.9 and it's at the closest particular point and the proposed addition would come no closer than that (inaudible) with a wraparound porch (inaudible). The majority of the additions are forward which do not interdict with any of the required setbacks whether front, side or rear. The hardship is that it's a very unusual piece of property being pie shaped like that with the two fronts makes it difficult to meet the code requirements although the house itself does not meet the requirements now as it sits and we're not extending any of that into the front yard or rear yard setback more than what is already there. CHAIRPERSON WEISMAN : I wanted to having a look not just the survey but also the other plans, the application say emoval and it looks as though there's so much new construction mostly interior all the windows, walls, roof removed and so on how is this not a demo? MIKE KIMACK : It's not a demo because the existing residence being in place a second floor expansion going on but the back section is if you look at the proposed second floor it's an expansion on top of the existing lower section, back section there which is the on the back going to be the proposed second floor expansion is simply on top of the existing house and then the proposed garage and all of the proposed first floor expansion is in addition to what's already there. The house except for being renovated interior so pretty much sits as it is. What we have really are much more additions to it than a demolition of the existing house. CHAIRPERSON WEISMAN : Well here's what I guess maybe it's the way you filled out the reasons for appeal, (The removal of the existing dwelling and the new construction will not be v i December 5, 2019 Regular Meeting out of scale and design with the neighborhood and not provide an undesirable change in the character of the neighborhood). MIKE KIMACK : Then I probably mislabeled that because it's not the removal of the existing dwelling it's just the renovation of the existing dwelling primarily because that's how the thing was written. We're basically not going to be taking it down (inaudible) the Notice of Disapproval was written as construction, alterations and additions. CHAIRPERSON WEISMAN : Right that's frequently the case but MIKE KIMACK :You gotta ask the questions. CHAIRPERSON WEISMAN : A long history of additions and alterations that become demos. It's much better to address it in the beginning than to have to deal with it afterwards. MIKE KIMACK : The majority of the work on this house is pretty much additions and alterations to it all the way through there preserving the core of the house and adding to it. Putting a second floor on the existing (inaudible)so obviously it's not being knocked down. CHAIRPERSON WEISMAN : I think this is a six bedroom house is it not? MIKE KIMACK : I believe it is, yes.To let you know ahead of time,the septic system has all been installed and approved by the Health Department and registered (inaudible)for a six bedroom. CHAIRPERSON WEISMAN : Do we have something from the Health Department showing that? MIKE KIMACK : I don't with me, I can. It has been the Health Department approval was submitted with an application to the town and the Building Department has it. CHAIRPERSON WEISMAN : I would like to have a copy of that. MIKE KIMACK : I will get a copy of that for you. CHAIRPERSON WEISMAN : In reading these answers the reasons for appeal it would be very useful to the Board the way the answers were addressed explained why. For instance number four, the request for a 35.7 foot front yard setback in that location will have little or no impact on the physical or environmental conditions in the neighborhood. Well that's what the reason actually asks, the variance will or will not have an adverse impact on the physical or environmental conditions of the neighborhood or district because. The because is what the Board needs to address in the decision. MIKE KIMACK : Because of the situation I could add to it now (inaudible) that particular wraparound porch, that particular (inaudible) is no closer to the existing road the private road 4 December 5,2019 Regular Meeting on the side. It's an open area,there's no tree taking down,there's no environmental impact per say. It's not going to be a visual impact because it's lower than the overall house itself so on the neighbor's perspective when they're looking at the house overall that particular section that goes within that 40 foot setback on a private road is really up against the house. It's not going to have any outstanding feature that's going to stand out more than the house (inaudible). CHAIRPERSON WEISMAN : Okay now that's in the record please put it in the application. MIKE KIMACK : I will be more detailed. CHAIRPERSON WEISMAN : Let's see what the Board has, Rob? MEMBER LEHNERT : I had two questions, you mentioned before it's not a demolition but are you going to saw the second floor off, because the way you're showing this it's much higher than what was there originally? Both sides there's a second floor. MIKE KIMACK : Is there a second floor? MR. CIMINO : Right on one side there's a second floor a complete second floor, the other side has a catwalk with like two rooms up there, that side is completely coming off and then the other side it has a complete second floor we're going to take that and just change the (inaudible) roof. MEMBER LEHNERT: So you're raising everything up? MR. CIMINO : Right. MEMBER LEHNERT : I know you spoke about the septic system before, along with your application do you have the site plan showing where all the pools are? MR. CIMINO : We actually registered that with the Health Department. MEMBER LEHNERT: Okay that's going to be part of what you're giving to us? MIKE KIMACK :Yes. MEMBER LEHNERT: I'm curious about that.That was my questions. CHAIRPERSON WEISMAN : Nick. MEMBER PLANAMENTO : Yes I just wanted to sort of mirror what Rob just said. I'm having a hard time understanding how this is not a demolition. When I look at the site plan I see the existing residence, the front fagade is I don't know at least something in the range of 20 feet back from the proposed fagade so it would appear to me that the entire second floor is being 5 December 5, 2019 Regular Meeting engulfed by the new second the existing second floor is being engulfed and taken over by the new proposed second floor and I really don't understand between what I'm looking at here it's very hard to understand the existing conditions versus the proposed. if you're going through this extent you know expense which is a substantial additions what I think you're calling it,what really looks like a demolition why you just don't relocate the house to conforming location and just start new? MIKE KIMACK : It wasn't the intent of the owner or his architect basically take the house down. They can work with the existing residence, they can add to it,they can amend it,they can build on top of it but it wasn't the intent to take it down. MEMBER PLANAMENTO : I understand that that's not the intent but I think in principle you are taking it down. There's no remaining interior walls from what I can see, there's you know nothing of the original house apart from that you're not taking and I would argue it's a full demolition but that's just my opinion. MEMBER LEHNERT: Are we saving the deck of the second floor or is that coming off? MR. CIMINO : We're saving the three back walls of the house. We're pulling the house forward in essence. In other words the three sides of the house are pretty much staying the same which is pulling the house forward to the front street which is West Shore and then we're doing the pitches on the roof because the one side like I said has a catwalk upstairs MEMBER LEHNERT : Well the second floor, floor joists are the existing ones are they being removed? MR. CIMINO : The second floor, floor joists well one side doesn't have any it only has little rooms in the back. MEMBER LEHNERT:The ones that are there. MR. CIMINO .The ones that are there, I believe so. MEMBER LEHNERT : So you're demolishing the second floor. MR. CIMINO :The second floor is going to get gutted out and then re-peaked. CHAIRPERSON WEISMAN : The reason that I brought this up was because as you know the Building Department doesn't always catch the fine line between this could be a demolition but we're saving some of this and some of that. The way we should basically proceed I think that would satisfy everybody and make sure there are no problems, do you have an architect MR. CIMINO : Yes. December 5,2019 Regular Meeting CHAIRPERSON WEISMAN : who stamped these plans, that is a licensed design professional and what we would require would be to have that individual calculate the percentage of removal and the percentage of new construction and certify that the cost does not exceed 50% of the existing value of the home. That's what the code defines it as a demolition. Mike I'm sure has a copy of that section of the code and if a design professional submits a stamped certification that it is not a demolition based on the code then we can proceed with the assurance that it is not. The Building Department just doesn't go into that kind of detail all the time to calculate cost and so on but that and the certification of the six bedroom septic system with the location of the pools and so on should put us in complete application, anything else Nick? MEMBER PLANAMENTO : Yeah I'm just wondering for the Board members, would it be helpful to see the existing conditions along with the proposed. The way that it's highlighted over it it's very hard to fully comprehend what's going on here but it would seem to me that it is a complete demolition. MIKE KIMACK : Well if we get the architect to write the fact that it's less than 50% 1 don't see a need for that Nick. MEMBER PLANAMENTO : Possibly but the other thought MEMBER LEHNERT : You're already showing the existing conditions with the dotted lines, so he's got them so it wouldn't be difficult for,him to show. CHAIRPERSON WEISMAN : Well you know what, it's just a magic marker basically showing what's staying, what's being removed, what percentage. Do it on a small Xerox. It doesn't have to be a full I mean it's just basically as an attachment to the certification and then we'll know exactly what we're doing because we've had a situation that it was such it was so close and you know the Building Department could have caught, Mike said well we could have called it a demo but we didn't so we didn't know and I don't want to see property owners go through that unnecessarily. It's better to just solve these problems before they exist and make sure that everyone is on the same page. MIKE KIMACK : Understood. CHAIRPERSON WEISMAN :Anything from you Eric? MEMBER DANTES : What about keeping the deck at the existing setback or I think right now it's on your survey it's 35.7 feet for the rear yard'setback and they propose a 34.7 feet or 34.1? MIKE KIMACK : Are we looking at the one off the private road? MEMBER DANTES : No the existing rear yard setback. December 5,2019 Regular Meeting MIKE KIMACK : That building that exists Eric it's not new that 34.1 is off of the structure MEMBER DANTES : According to your survey it says 35.7 (inaudible) and now according to your print it says 34.75 and it's an existing 37.7 so I don't really know MIKE KIMACK : Between the architect's (inaudible) MEMBER DANTES : I believe generally we take the surveyor. The Notice of Disapproval says 35.7 MIKE KIMACK : The survey shows 35.7. I'm just trying to they don't necessarily go to the same point. It's kind of a little unusual situation. The architect's drawing is of the new structure and oh I see he's got the dotted line on the inside of that where the existing porch was primarily, so he is about a foot and a half closer than on that particular side. The original one shows on the survey 35.7 and then he's showing the best I can figure 34.1 the architect. I think he just squared it off squared the building (inaudible). CHAIRPERSON WEISMAN : Pat? MEMBER-ACAMPORA : I just agree with what Nick and Rob were saying. It's very difficult to discern what is remaining and what is not. I mean by looking at this architect's drawing, it looks as though there's only the piece towards the back and the side that's really remaining. The rest interior is all going to be gone so I need to see something more that will make me think this is not a demo. I mean to me right now looking at it, it looks like a demo to me. MIKE KIMACK : Well the instruction I got basically you wanted a drawing showing the dotted line as to what is staying what is going in the existing house and a calculation from the architect that does not exceed the 50%.That should address your concerns. CHAIRPERSON WEISMAN : Anyone in the audience wishing to address the application? MEMBER PLANAMENTO : Sorry, Mike I'm just having again a hard time reconciling all this. I'm looking and I visited the site, I've seen the existing house, I'm actually very familiar with the house as it stands today and I'm looking at the architecture's rendering of the front elevation and it shows from the second finished floor begins and it's basically at the window sill level of the existing house and now the proposed you can see that there's a shift in the floor between the first floor and the second floor because the windows and what's marked as a future bedroom are like five feet higher than the floor. I don't have a scale here to exactly measure it but just the proportions that I'm looking at with an untrained eye it just seems like the whole house is being substantially altered.Yes the rear fagade wall remains and sort of the side on the corner of the private road is but nothing else and I think for the effort that the applicant is December 5, 2019 Regular Meeting putting into the house it just seemed to me that they could build the exact same house in a conforming location and they don't really need to be here if they just demolish it. MIKE KIMACK : Well let's just see if I can get the architect to get you the permission that you required. Obviously this is what was intended by the owner through the architect. You're concerns are that it may necessarily meet the definition of a demo CHAIRPERSON WEISMAN : Correct. MIKE KIMACK : I won't be able to determine that until the architect makes his calculations. CHAIRPERSON WEISMAN : Sure fair enough. Hearing no further questions or comments from the audience I'm going to make a motion to adjourn the hearing to the Special Meeting on December 19th and Mike you can get us that information and depending on what we got we'll either close it or will carry it over. Is there a second? MEMBER LEHNERT : Second. CHAIRPERSON WEISMAN :All in favor? MEMBER PLANAMENTO : Aye. MEMBER LEHNERT :Aye. MEMBER DANTES : Aye. MEMBER ACAMPORA : Aye. CHAIRPERSON WEISMAN : Aye. (See Minutes for Resolution) HEARING#7351—WILLIAM TODD JEFFCOAT CHAIRPERSON WEISMAN : The next application before the Board is for William Todd Jeffcoat #7351. This is a request for a variance from Article XXIII Section 280-124 and the Building Inspector's August 7, 2019 Notice of Disapproval based on an application for a permit to legalize an "as built" porch reconstruction attached to a single family dwelling at 1) located less than the code required front yard setback of 40 feet located at 2795 Bay Ave. in Mattituck. It would appear that Mike do you just want to enter your name please. MIKE KIMACK : Michael Kimack on behalf of the applicant. 9 March 5,2020 Regular Meeting (See Minutes for Resolution) HEARING#7338—CONO CIMINO VICE CHAIR PLANAMENTO : Our final hearing today is application #7338 Cono Cimino. (adjourned from December 19, 2019) a request from variances from Article XXIII Section 280- 124 and the Building Inspector's June 12, 2019 amended October 4, 2019 Notice of Disapproval based on an application for a permit to construct additions and alterations to a single family dwelling at 1) less than the code required minimum front yard setback of 40 feet, 2) less than the code required minimum rear yard setback of 50 feet located at 155 West Shore Rd. Southold, NY SCTM#1000-80-2-25. MIKE KIMACK : Good afternoon, last group standing. Michael Kimack on behalf of the applicant who is present in the audience along with the architect. At last we met the request of us was;to determine whether or not we in the demolition of the building the existing structure whether it exceeded fifty percent of the capital cost of the existing structure. I indicated in a letter to Kim that we were not able to meet that requirement therefore we're asking for full demolition. We're before you now for that particular request. What you got in front of you I thought would be very helpful in terms of illustration, it's a very unusual piece of property it's diamond shaped it's a little pie shaped piece of property with two fronts. As a result of the two fronts there's a requirement by the Building Department that there'll always be a rear yard. As you can see from that with the two fronts being the 40 foot setbacks and the rear yard being the 50, If you look at the existing structure it takes off a good portion of the existing foundation. Albeit the existing building substantially will be demolished I'm not quite sure whether the entire will be or not but the architect can speak to that issue. There is no reason or any desire upon the applicant to replace the foundation. That particular piece of buildable envelope really the house as it exists now is on the backside of that pie in a very, very narrow section. So whatever is done there the foundation basically extends mostly into the rear yard and a portion into one of the front yards and removing it is an economic condition which really is excessive in this particular case. It was always the intent to keep that foundation in place.There isn't that much in order to move forward we'd have to almost move forward and almost be in the front yard with this kind of design.To change it into any other type of design in this particular thing at this point would be beyond what the architect and the owner are really for to give them what they were looking for on that particular piece of property. I didn't do a percentage calculation as far as how much of the foundation but it looks to be maybe about a quarter of the overall which now exist within a front yard and a rear yard basically. The desire is to demolish I'll let the 62 March 5, 2020 Regular Meeting architect speak to how much of the house has to come down and to build a new on top of that foundation the existing foundation then add to the front of it which is the fat portion of the pie. MEMBER DANTES : Wouldn't they have to expand the foundation as well? MIKE KIMACK : Expand the foundation frontwards yes but the expansion is not going into the front yard and the side yard setbacks. Using the existing well yes it still remains in the front yard and the side yard setback but the expansion of the house forward is where all the room is. MEMBER DANTES : So he's going to build a brand new house but keep an old MIKE KIMACK : He's building on top of the foundation with a new house and expanding it forward with the existing foundation. Let me bring the architect up to give the technical aspect. CHRIS ALVINO : My name is Chris Alvino how are you? I work for Harold (inaudible) architect. I'm not actually an architect. I work for Harold (inaudible) twenty years. I design houses and buildings I'm not officially licensed I don't think I ever will be but this is what I do. VICE CHAIR PLANAMENTO : So I think from our prior hearing the concern or discussion was if there's a demolition which this is why one could not build a new foundation in a conforming location? With that said I just heard what Mike Kimack shared, however when you look at the plan I mean it seems that you're more than doubling the size of the existing house so there will be a new foundation on at least three sides of the existing. So maybe you can talk about why you can't place this house in a conforming location. CHRIS ALVINO : Well because it's just too small. Look at the rear yard setbacks rear yard setback it's just a little triangle. The house doesn't sit in a conforming location now. Right now you have a house, sometimes you know I've been doing this a long time and when I first pulled into this area with the owner the first thing I notice was this is an old house and attached to it is a new house. If anyone looks at this house it's two houses stuck together. I said to myself how did this side happen? Regardless it happened. It's two houses stuck together. I would never have done that if I were (inaudible) to this house initially I would have been designing this house. I would have never made it look like two houses stuck together. I would have made it copasetic and made it one big beautiful home. What I think we've designed for this site I think is a very beautiful home. I think it's kind of nice. We went through a few designs and I like the one we have but there's cost involved because it is a bigger home. I wanted it to look as one house and when you go down the street and you look at the houses this is a beautiful spot there's no question about it. The area is gorgeous. It's surrounded by beautiful homes and I think that this particular lot deserves a really beautiful home. The problem is, right now a good chunk of the house if you look on the towards the private road side and there's maybe a 15 foot by 15 foot triangle of the existing house already sits in the setback and we're not changing that. That 631 March 5,2020 Regular Meeting corner we want to leave right where it is. We could take a little bit of that a little 6 x 6 triangle of a deck that little piece there. I don't think that's incidental it doesn't even go maybe 4 feet so we're not changing anything really there. On the other side of the private road the rear yard setback we're calling it here on the site plan a very good portion of the house a lot bigger than the other side sits on that setback so this house is already where it sits. The back of the house that whole jog the whole main back of this existing residence or two residences because even when you walk through it it's got a beautiful old house 1 love the old house the new house that's attached to this I could I'm not really crazy about it but it's there. What we did was just come forward basically forward with the, new portion of the home. Now incidentally when I inspected the foundation on both the old house and the new house they're not in bad shape. I mean the existing basement of the portion that was added to the original house is in really very good shape so I don't want to go back out there and rip all that concrete out. I rather just take that line and just continue it out. As for the old house I don't really want to tear that foundation up too. It's been there so long it's kind of like ripping it out and disturbing the soil it doesn't make any sense to me to start ripping this whole site apart.We've done this before, we can add to a house, leave some of the stuff kind of together and build around it save some money and I also find that sometimes you get a better job when you do that. Be a little bit more careful with existing things and I kind of I'm kind of nostalgic myself I like to save some portions of the wood in the house and it would be kind of nice to see some of the older stuff there that still survives and is still in good condition. In the end when putting this house together when we were designing this me and Deana my associate we wanted to be sensitive to the site that's why we kept everything forward towards the front yard. We have a pretty big front yard so it's kind of design sensitive so we can do this, we can build towards the front and not really hack up the back just leave that line alone leave most of that alone you know other than maybe a little bump out or two. So and it's more cost prohibitive. So we're not looking to tear this whole property up and build a brand new house. We're looking to kind of be more site sensitive and just add to it towards the front because we believe that that's where most of the building envelope is available to us. If you see here most of the building envelope is towards the front. So we are asking for a couple of little things here but I personally and with all due respect don't believe we're asking for too much of a crazy variance here and I do believe when we're all said and done with this house that it's going to be very, very beautiful and (inaudible) kind of centrally located in this pie shape. It's kind of right there in the middle almost. It's kind of nice. VICE CHAIR PLANAMENTO : We're tasked with offering the least amount of relief and we're confronted with the situation where you're literally demolishing a house so where you talk about the house that you propose to build or the house that your saving or the foundation you know it almost fits but it doesn't so you know we're confronted with a situation that we have to look at this application and to process this as if any other person was doing this and many 64 March 5, 2020 Regular Meeting people come before the Board when they make decisions to demolish a house and the answer typically is to place it in a conforming location. While I understand that you've got hard site constraints CHRIS ALVINO : We could just move it forward. VICE CHAIR PLANAMENTO :You could and that would solve a problem. CHRIS ALVINO : We could move this house forward. I just think it would be to be honest with you from my experience it's probably better right where it sits. if I were living in the if I was living across the street if I was a neighbor to this house I don't think that I would want this house. If you look if you're familiar with this site it's kind of like a little bit of a hill. I wouldn't want this I don't know how you feel I don't know if you're a neighbor I wouldn't want this house any closer to the front if I was living or even when you drive up the road I don't think VICE CHAIR PLANAMENTO : So let's do this then, it sounds like you're not making any proposed changes to the plan that was previously submitted you're just making an argument for keeping what you're asking for. CHRIS ALVINO : We're open to it. if you guys tell us hey unless you move it forward you're not going to get the house, we'll move it forward. What I'm saying as a professional and I'm just giving you my own advice here and maybe someone would like to come up and VICE CHAIR PLANAMENTO : That's what 1 was going to ask first of all are there questions from the Board does anyone have anything? So let's do this, right now there's an audience member let's let her speak and if there are other people we can take turns. Ma'am would you like to come to the podium and state your name. I need to ask that if you'd like to speak,thank you. MEMBER DANTES :You don't have to speak if you don't want to. MARY LEONARDI : Yeah I just have a few questions to ask. VICE CHAIR PLANAMENTO : State your name please. MARY LEONARD[ : Mary Leonardi. MEMBER DANTES : Where do you live in relation to this house? MARY LEONARDI : Around over the bend in Reydon Shores. MEMBER DANTES : So you're not adjacent. 65 March 5, 2020 Regular Meeting MARY LEONARDI : No I'm not adjacent to this. I'm just not sure what they want to do. Will the two houses that are stuck together still be there? MEMBER DANTES : They would be there, they're looking to do a substantial renovation and addition. VICE CHAIR PLANAMENTO : It's a demolition. MARY LEONARD[ : What's being demolished? VICE CHAIR PLANAMENTO :The two homes will be or the one house will be demolished. MARY LEONARDI : Which one the older one? VICE CHAIR PLANAMENTO : No everything that you can visually see. MARY LEONARD] : Both houses that are stuck together will be demolished? VICE CHAIR PLANAMENTO : Would you like to see the elevation they propose? Mike would you. (Mike Kimack showing Mary Leonardi the elevations and explaining the project) MARY LEONARDI : Just a few comments about this whole area. I know it's been said that the Assessor's don't even like to come out there to try and assess because it's grown up like (inaudible) since the 30's. MEMBER DANTES : I don't know if that's true. MARY LEONARDI : Yeah it is true. My family bought several lots there in 1939 and we've seen nothing conforms to anything. They're odd lots, the setback (inaudible). One of the roads this r piece runs against isn't even really it's called the unnamed road. It doesn't have a name it's just it's paved pretty much black top part of it, it's called among Reydon Shores people the back road. I don't even know if it's on the maps but it's called the unnamed road on some of the maps that we've seen. 5o I just want to get a clear, I don't live right next to it but I live around a little bit. I just was curious as to what was going to happen. I'm very familiar with it. We've been watching it with all the landscaping was torn down it's very barren. The first little house,is very old probably from the forties and the other one is much more recent and they're just stuck together. My nephew is familiar with the interior. He was looking to buy it.There's no back yard at all to speak of. It's all in the front down this little hill, it's a slope that goes to the road. Now you're saying the old house would be torn down is that it? MEMBER DANTES : Well no. What he's proposing he's not proposing to tear the whole thing down. Our code once you tear or demo a house by a certain amount it calls it a demolition. He's 66 March 5, 2020 Regular Meeting saying he's going to meet our code required demolition so it is demo'd by our code but he's not actually demoing the whole thing. MARY LEONARDI : Okay and I'm sure this beautiful structure would be very much an asset. MEMBER DANTES : So you like the design? MARY LEONARDI : Oh yeah it looks lovely. What's there now is ugly. All the shrubs need (inaudible) I don't know why everything was cut down and MEMBER DANTES : Do you think the design is characteristic of this neighborhood? Do you think the design of the proposed location of the house is characteristic of this neighborhood? MARY LEONARDI : I think it looks like it would fit in as much as any of the houses fit in. As I say they're all a little different they grew like top seed Reydon Shores. It used to be all the bungalows for twenty or thirty thousand dollars now it's mcmansions among others and some modest homes and that spot is not particularly what's there is not attractive. I think any structure would be an improvement. I'm just curious, I'm just interested in what's going to happen. As I say I'm right around the bend from it. VICE CHAIR PLANAMENTO : Okay Ms. Leonardi thank you so much for your testimony today. Is there anyone else in the audience MEMBER DANTES : Wait can I ask the applicant a question? First question is, can you tell me about the private road and is it a paved road, how many people go down it I mean what's the use of this road that's marked private road on the survey? CHRIS ALVINO : I'm not really sure about that. I'm sure someone here can speak about the private road. MIKE KIMACK : I know it's not paved. It's just a driveway (inaudible) VICE CHAIR PLANAMENTO : I was just on there, it's paved. CONO CIMINO : Cono Cimino. It's paved. MEMBER DANTES : Mostly I want to know, I understand the one there's the Main Rd and then there's the side road. CONO CIMINO : The side road is an access road. MEMBER DANTES : Who actually uses it? 671 _March 5,2020 Regular Meeting CONO CIMINO : What it is it's the back of the people's houses so picture this, normally you would have two yards connected and most houses maybe with a fence right? Instead like the young lady said back in the forties probably when that was just a fishing town people came from the city to use these cottages someone must have just kept driving on that road and flattened out the grass and one day they said let's just pave it. It never really became a street name so now they call it an access road or unnamed road. What it is is basically over the years people have their garage in the back so instead of going through the front of their property they're going through this access road. Some have actually turned their garages around over the last eighty years I guess. MARY LEONARDI : They're (inaudible) on each side. It's an unusual setup. There are houses on this back road that face onto Oak Drive, Grove Drive but people come down the back road the unnamed road and their garages are there. They park their cars there so it is used that unnamed road is used even in the winter I see headlights all the time. CONO CIMINO : Mainly by the people that live on the back of the house they use it for their garage. So how many cars a day, maybe four or five cars a day (inaudible) summertime it could be a little bit more. MARY LEONARDI : It did not used to be paved at all it used to be called the dirt road then it became the back road and then it became the unnamed road. It's barely wide enough for two cars. MEMBER DANTES : What I'm getting at is it really a front yard, it's not really a front yard. My other question is, are there any other prior variances in this neighborhood for non-conforming setbacks? I believe there are but I don't CONO CIMINO : It sounds like Greek to me I'm sorry. MEMBER DANTES : If you ask him to find out that would help your application. MIKE KIMACK : It's such an unusual piece of property in terms of front yard, side yard, rear yard setbacks. If you want I can take a look, I'll go through and see if there's anything else in the area. I didn't do it only because this is such an infrequent situation with this particular piece of property. I can't say MEMBER DANTES : I'm sure there are non-conformities in Reydon Shores I mean this goes to the character of the neighborhood that's what you have to prove whether a non-conforming setback meets the character of the neighborhood. I mean I think probably there would be some variances granted. 68 March 5, 2020 Regular Meeting MIKE KIMACK : If there are I'll stay in the neighborhood and if they're in the neighborhood I'll dig them up and submit them to you. T. A. DUFFY : The mere fact that people have their garages all those people now would have two front yards, there's the front and then the back would be a front too. So there should be variances for all those garages and houses.Almost every house MIKE KIMACK : It would be interesting whether or not there is it would be interesting to find out. The Building Department looked at it and determined it was two front yards so that's why we're here two front yards before you.They looked at that unknown road and CONO CIMINO : The addition to the house was approved.The other portion the right hand side structure was approved to be built and it's kind of in the same really MIKE KIMACK :This is the old section here. VICE CHAIR PLANAMENTO : It might have been approved at a time that the setbacks were less so I mean we're dealing with the code today. 'MEMBER LEHNERT : Or it could have been approved as an addition to an existing house. It's a completely different application. CONO CIMINO : We're not going to tear down the whole thing, we're going to save as much as we can. VICE CHAIR PLANAMENTO : We had talked about that. Again just from looking at the elevation the second story of both homes does not match your second story so right off the bat we knew that was going to become a demolition,the silt plates and the first floor. MEMBER DANTES : What happens is people come before us and say it's not a demolition, the Building Department goes out there and they start saying oh they demo'd too much. It really is a demolition so we're trying to nip that in the bud and what I think what you need to do is you need to go out and find the other non-conformities in the neighborhood, submit them to us so then we have a basis to say everything else in non-conforming in this community. CHRIS ALVINO : And we are not opposed to moving the house a little forward we're really not. VICE CHAIR PLANAMENTO : So l think that this is something that we had been hopeful for that during the interim of the last two months that you would come forward with a plan that made the renovation MEMBER LEHNERT: Hang on a second, if you're not opposed to moving the house forward that tells me demolishing the entire foundation 6� March 5, 2020 Regular Meeting CHRIS ALVINO : That's why we really don't want to move the house forward. That reason and it's kind of nice kind of moving it forward putting the addition towards the front, most of it is towards the front 1 think that's as far as we want to go and I don't think we want this thing hovering right up cause it's on a hill. 1 think it would be too massive when you come around the bend there the house right there. When you drive down this road all the other houses are set in far they're not right on top of the street. So this would be kind of weird driving past this house and it's like whoa right on top of you.That's why I think it's in a good spot. MIKE KIMACK : Our position is we want to preserve the existing foundation. We'll have to take down more than fifty percent in order for this construction to go forward. I will do my research and I'll see what else in the area basically has a non-conforming front yard that have approval. MEMBER DANTES : They might not all be variances. Some of them might be pre-existing non- conforming but I think those should be submitted as well cause it's part of the character of the community. CHRIS ALVINO : We want to do what's best for the neighborhood too. VICE CHAIRP PLANAMENTO : Mrs. Leonardi would you like to say something? MARY LEONARDI : I do. As it is now the whole thing is as ugly as hell. Any improvement will be wonderful at that place there in that corner. The unnamed road and Grove Drive I believe it is or West Shore right across from the beach from the (inaudible) right near the stairs that go down to the water. It's an unusual little area. So any improvement will be an improvement. CHRIS ALVINO : I think it's a nice spot too that's what I believe. I think it's better for the whole neighborhood that this house it's a big house and I don't think it should be right on top of the road so that's why we're trying to be sensitive to the site and maybe you guys can between looking up the stuff and maybe this is better. You know sometimes I know there's zoning codes and there's setbacks but sometimes I think in particular instances like this it may be better for the community that the house is just we just put the addition towards the front and we don't slide the whole house cause I think it'll just be too massive. When you're coming around that cute little street now this thing is right on top of you that's all. That's one reason why we did this and why we like where it is. T. A. DUFFY : (inaudible) criteria you got to address to get (inaudible) variance. The cost of moving a foundation is not one of them. You're starting to hit on some of the criteria. Mike is very familiar with what they are. You'start talking about the characteristic of the neighborhood that all the houses seem to have this setback and you don't want to bring it up because it would be out of character, that other properties have two front yards and have setbacks. That's the ?® March 5,2020 Regular Meeting type of thing this Board needs to hear in order to grant you the relief. Not just to hear about the cost and wanting to keep the foundation. CHRIS ALVINO : I understand. MIKE KIMACK : We have touched a lot of that at the last meeting Bill and I appreciate you bringing it up again. VICE CHAIR PLANAMENTO : So I'm going to bring up something else that I think we touched upon but talk to me about the sanitary system for waste water management. MIKE KIMACK : Let me give you a background. A sanitary system was replaced in 2017. It was at that particular time with Health Department. The Health Department allowed installers to replace they filled out the form. it's a 1,500 gallon tank good for five bedrooms with the appropriate amount of disposal pools and it can be certified (inaudible). VICE CHAIR PLANAMENTO : So then clarify cause in your prior testimony we're told it's a six bedroom house. MIKE KIMACK : What happened there's a reason I said it's a six bedroom house in particular (inaudible) because the original installer put down six bedroom approved. You have to remember that back in 2017 Health Department standards were one to four bedrooms 1,000 gallons, five bedrooms 1,250, six bedroom 1,500. What has not occurred basically is the applicant through their architect is taking the installers information and submitting which should hadn't been done under an 072 Health Department primarily indicating that this particular installation existing system is in conformance with a five bedroom. I know that because they would be looking at it under the new code and not the old code when it was installed. MEMBER LEHNERT : Well is it too much to ask for since this is a demolition to get an approved Health Department sanitary system? CHRIS ALVINO : No problem. VICE CHAIR PLANAMENTO :Are you asking about an IA? MEMBER LEHNERT: No not an IA just a regular approved. MIKE KIMACK : We're in the process of doing that basically and quite frankly the owner did not realize and indeed the installer did not realize that when he filled out the necessary form he stopped and nobody took that form and took it to an engineer or architect to do the 072 form to submit.That's the last step that has to be done and that's being done now. 7:1 March 5,2020 Regular Meeting MARY LEONARD] : One more comment, as far as codes go an awful lot of the residents in Reydon Shores didn't have things done according to code and they're running into trouble with their million dollar homes now. They can't go up for sale cause under the codes put in place and people just had the work done when they (inaudible) work done they had it done and they didn't worry too much about codes. So it would be very good if all codes are in place the way they're supposed to be (inaudible) the whole area. But you'll find an awful lot of non-coded additions and so and so. They just went and had the work done. You had your electric work done,you had the plumbing you just did it. VICE CHAIR PLANAMENTO : So folks you want to leave this MEMBER DANTES : He's got to give us the priors. MEMBER LEHNERT : Leave it open. VICE CHAIR PLANAMENTO : Adjourn it to the April Regular? MIKE KIMACK : (inaudible) for the adjoining property owners that's not an issue I can have that in the next two weeks. MEMBER DANTES : 1 don't think we need another public hearing. VICE CHAIR PLANAMENTO : You think that you can find some granted relief that you could offer us? MIKE KIMACK : I can do that within a week that's not a problem. VICE CHAIR PLANAMENTO : So I think it's better rather than us closing the hearing pending that information we should just adjourn this to that date. We can close it that date, I don't know if we'll have a decision or not but we'll work towards that depending on how quickly you get us this information. MIKE KIMACK : I will do my due diligence. VICE CHAIR PLANAMENTO : So I'm going to make a motion that we adjourn Cono Cimino application #7338 to the March Special Hearing. MEMBER ACAMPORA : Second. VICE CHAIR PLANAMENTO : All in favor? MEMBER LEHNERT:Aye. MEMBER DANTES : Aye. 72 March S,2020 Regular Meeting MEMBER ACAMPORA : Aye. VICE CHAIR PLANAMENTO : Aye. (See Minutes for Resolution) 73 __ t Suffolk County Department ofHealth Services j� lth Reverence dumber Office of Wastewater Management 360 Yaphank Avenue,Suite 2C-Yaphank,NY 11980. fi (631)852-5700 or HealthWWM@suff(jlkcountyny.gov v Certification of Existing Subsurface Sewage Disposal And Water Supply Facilities For A Single Family Residence f A. Property Information fr,j ' 1)Address of Residence: Street 155 W. Shore Drive v Hamlet Sounthold zip 1 k971 2)Tax Map Number. District 1000 Section 80 Block 2 Lot(s) 25 3)Owner's Name Cono Cimino Phone 51 64860-6001 4)Client's:.Name(if different than owner) i Y . 5)Proposed changes in use(e.g.,addition of apartment,-bedrooms,office,.etc.)_ Addition to residence making total number of bedrooms:5 i r . B.Sanitary System Evaluation: x **Sanitary System(s)must be pumped out and physically examined.by the certifying design.�rofessi nal. I 1)Type of.-Water Supply: X Public Water E Private Well—Provide copy of water analysis dated'within one calendar year 2)Date of sanitary system pumping 10/16/2020 total gallons removed 300 E 3)Materials of construction of sanitary.system W Precast .❑ Block* *NOTE.�Block pools are no longer accepted—sanitary system must be replaced 500 �x 4)Size of Sanitary components*:.Septic tank 1 gallons s : 8.f66t diameter,or dimensions if rectangular 5.2 effective depth k Leaching P001s 8 foot diameter f 8 foot effective depth =. 2 total number of pools u *NOTE:Sanitary components must meet current standards_li'orproposed use or uquired. 5)Overall_condition of sanitary components: >aeceptable ❑ pub �:, (waste lines,drop tees,baffle walls,covers,septic.tank,.leadhing pooisj .� Certification:The.results and recommendations found in this ' report are based upon my evaluation and inspeetion.ofthe above referenced,property and d�pumped out sanitary.system: Name of Archite g ee _G ry.R.:DeUitO License Num Signatur �}' Date 10/21/2020 hone 6:sl' 3 MaH A ' ess: PG Box 377:. Hamlet Port Jeff. Station State 'NY Zip 11776 WWM-072(Rev.08/06) Page I oft 1 I i C. Recommen:dations And Results(Check applicable items): 1. Sewage System a. ✓ System(s)functioned properly at time of inspection and is adequate for the p jolted use. b. System(s)is not adequate for the proposed use (explain and make recommendations in Section D below or attach a separate report). ` C. 'Other 9 2. Water Supply 1� a. Water supply-is adequate for proposed use (if private well, attach-water analysis dated within one calendar year). b. Water supply:is not adequate for proposed use(explain and make recommendations in Section D below or attach a separate report). C. Other i D. Other Comments/Recommendations: 1 The size of the system is-adequate for 5 bedrooms based on the'current SCHD residential reguaitions. OF NEtZ AFFIX DESIGN PROFESSIONAL'S SEAL HERE. r . ti0. R�FfSSIO.. Disclaimer: This inspection report•indicates the present condition of the private on-site subsurface sewage disposal system _ands-water supply based .on recommended inspection procedures. The results of this inspection do'not guarantee or warranty future performance. The.recipient of this report should discuss any deficiencies found by this inspection with the individual who prepared the re ort. WWM-072(Rev.08/06) Page 2 of 2 I �1 I S.C.T.M. NO. DISTRICT. 1000 SECTION: 80 BLOCK: 2 LOT(S):25 EL 12.0 EL 1.3.0 w EL 14.0 LOT' 1 o / " LOT 2 / EL 17.0 O / WELL 4 / EL 19.0 LOT 3 6� Yk .:::ti:::a:. 0 y-k::::. LOT 4 / w:::::. . :.�:.:::::::. ° / ° EL 19.0 / 0.2'E :•;14.2•::: v LOT'5 r. E ::: EL 17.0 MON 1 EL 16.0 GAS/STONE DRIVEWAY o n N 86 2130 W 8' STOCKADE FENCE ON. / 2.6'S 226.40' LOT 6 THE. WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS ELEVATION DATUM: — NAVD88 — AREA: 29,608 S.F. or 0.68 ACRES f -� UNAUTHORIZED ALTERATION. OR ADDITION TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW PORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. . GUARANTEES INDICATED HEREON SHALL RUN ONLY TD 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE T17LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS: EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOTS 1-5 INCL. CERTIFIED TO: CONO CIMINO; MAP OF: REYDON SHORES FILED: MAP No.651 SITUATED AT: BAYVIEW TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 PHONE (631)298-1588 FAX (631) 298-1588 FILE # 18-104 SCALE:1"-30' DATE:AUG. 20, 2018 N.Y.S .LISC. NO. 050882 maintaining the records of Roberti. Hennessy & Kenneth M. Woychuk �\�} e 1 'i- �2,. ,..._,_,»k�-�.,�j_::�n}}C.;��hC?;`,s�""vh"i°�s$:�,-.P �:a�fi�. s�.'�w.^.'"•<4 �,.'-`a�c:'�,,1�'.3»<"s�.G sw.P,� a� �f x 1000-80-2-25 I W y r a ��,�•��'` � I � ZONING DISTRICT R-40 NG i .a c 3 a g g N S LOT AREA 0.68 ACRES J z 1 ...._... I w,. 0 FEMA FLOOD ZONE X azmk ,q • �LOT�GOYERAGE'" �����Be� � �.°' �` w ;-e+,.�.� : i fu`—�g.e�+ - . DESCRIPTION(FOOTPRINT) AREA COVELOT R M. AGE `�z c " .... _.. ._. .. TOTAL LOT AREA 2q 608.0 S.F. : ;. a> Z EXISTING 2-5TORY DWELLING 1,2T1.0 S.F, 4.3% x EXISTING GARAGE - � 312.0 S.F. ♦. PROP05ED 2-STORY ADDITION 2,242.0 5.F lb% a o, - � PROPOSED COVERED GONG. 13 o cx,� PATIO - 1.0% s f. 2910 5F EXIST, �, . PROPOSED GONG.DECK 103.0 5,F 0.3% !: E .. .. _ _.. GARAGE - 6' FENCE _ — " TOTAL AREA OF ALL STRUCTURE ii.o 4225 0 S F• 14 3% `.: . l XIMUM LOT COVERAGE ALLOWED 2055 -14 r r - � - .� �REQUl1�EDTBAGK•5 N A.�I�IEs ��'. � �� • ' . z ��• REQUIRED EXIST PROPOSED COMPLIES .': FRONT YARD PROP:.. k 400 eo.q' 4'1.8' Y =a z ! �;. k• fi (PRIMARY) 2 STORY', ..PROP.. .. s GONG FRONT'YARD. ..... 25 O'ADDITION (SEGONDAKY) 32.q 35"i Y c — � 7� �o t.. t., m . REAR YARD 50 O 35,i 44.3' N(EXIST. 111110 tiS LAY-OUT NOTES: NON-CONFORMING SITE LAY-OUT DRIYEW?.Y MODIFIED 2 STORY Tests Is'AN ARCH GT 51 PLAN d = `: :.� f SUBJECT TO VERIFICATION BY A LICENSED WELLING D - E�CTENSION ,• _.._ .._._ SURVEYOR. THE INFORMATION � m REPRESENTED ON:7h115 SITE PLAN IS TO THE ARCHITECT'S BEST OF KNOWLEDGE. 2..SURVEY INFORMATION WAS OBTAINED t ti FROM A:SURVEY DATED AUG.20,2018 PROP 2 STD :r PROP. AND PREPARED.6Y: GOKG: KENNETH.M:wOYGHUK / l LAN15 SURVEYING,PLLC PATIO PO BOX.155 ,A42UEB000E,N.Y.11931 EP FENCE TELHONE: 2qb 158 (Fi3U b N � . _ . ';a!, _ rub RIM�.R d iLLI - 3 r ' PROP. j Z o . DRIVEWAY r•- a L) Z w Q 3 Lo IRREGULAR CURVE I +1- 26cn -i : a NORTH SHORE DRI VE * f [® c \ - PROPOSED.SITE..PLAN 0 o ¢ NOTES, SPECIFICATIONS 4 DETAILS NPDATm ol-o3-rt) CLIMATIC 4 &E06RAPHIG DE516N CRITERIA - TABLE R301.2(1) 6ROJND WIND DESIGN SEISMIC 5UB-ECT TO DAMAGE FROM WINTER ICE FLOOD AIR MEAN YN 5MOj . HARRIER SPEED TOPO6RAPHIG WIND-BORNE DESIGN DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL LOAD (mph) EFFECTS RV41 �ONE CATEGORY TEMP REQUIRED INDEX TEMP 25 130 1 ND NO <I MILE B SEVERE 36' SEVERE II YES 2004 1 1500 513 &ENERAL NOTES PLUMBING NOTES I. THE DESIGN COMPLIES WITH TIE INTERNATONAL RESIDENTIAL CODE IRG 2015.WITH NEW YORK STATE 1. PLUMBING TO CONFORM TO IPG 2015 AND LOCAL CODES. 2016 UNIFORM GODS 5LEB.EYtENT AND REFERENCED STANDARD MFGM 2001. 2. PROVIDE SHUT OP P VALVE ON ALL SUPPLY LINES AT ALL FIXTURES. 2. THESE DRANIN&S DO NOT INCLUDE COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY. 3. INSULATE ALL SUPPLY LINES AS PER 5CAXULE. C.ONTRAGTOR5 ARE SOLELY RESPONSIBLE FOR SUCH COMPONENTS. 4. PROVIDE FROST PROOF HOSE 5155 AS PER PLAN MINIMUM 2 PER NEW RESIDENCE, - -- --------- - --------1 3. BUILDER TO OBTAIN CERTIFICATE OF OCCUPANCY(GD) 5. ALL FIXTURES TO BE AFERICAN STANDARD,KOHLER OR APPROVED EQUAL., 1 4. BUILDER TO CARRY WORKMAN5 COMP.INS.IN AMOUNTS AS REQUIRED BY LAW. FURNISHED t INSTALLED BY CONTRACTOR. 5. ALL WORK SHALL BE FULLY GUARANTEED FOR ONE YEAR AFTER CO.15 ISSUED. b. PIPING PENETRATIONS THROUGH FIRE-RATED WALL OR FLOOR ASSEMBLIES ARE TO 6. OH"8€R TO BE RESPONSIBLE FOR FINAL SURVEY AND G0545 AS REQUIRED BY BUILDING DEPARTMENT. COMPLY w/R3113.1 1 7. ARCHITECT HAS NOT BEEN RETAINED FOR ANY FIELD SUPERVISION OR INSPECTION. T WATER l DRINAGE PLIA IGBINDH IS TO BE INSTAWL I Fn IN ACCORDANCE w/CHAPTER b. \ I 8. DRAWIN65 ARE NOT TO BE SCALED BY CONTRACTOR ANY DISCREPANCIES ON DRAWINGS ARE TO BE 6. PIPE PENETRAATIONS TiRO FQ1NDAnON ALLS ARE TO BE COVERED w/A SLEEVE 2 O BROUGHT TO ARCHITECT'S ATTENTION IMMEDIATELY PRIOR TO CONSTRUCTION. PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH IT,IN ACCORDANCE w/SECTION Z 1 q. THIS ARCHITECT HAS BEEN RETAINED FOR WORK SHOWN ON THIS DRAWING ONLY. ARCHITECT IS NOT 606. I I RESPONSIBLE FOR OTHER ALTERATION5 AND CONDITIONS. 4. PIPE SUPPORTS ARE TO COMPLY w/SECTION 606. SITE NOTES EXCAVATION NOTES v ---) I. PITCH GRADE AWAY FROM BUILDING. I.EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO LINESAND GRADC5 DOMN TO 3.PROVIDE WITHI 55 0E GON5TRUGnON TO 13E PROTECTED. SPECIFIED LEVELS. {\ 5. 4.ANY LANDSGAPIN6 DAMAGED BY CONSTRUCTION OPERATION SHALL BE RIYLAC.ED. AS REQUIRED. 2.ALL TOP 501E TO BE STOCK PILED FOR FUTURE USE.ALL EXCAVATED GOOD �J ALL CURBS SIDEWKS,ETC.DAMAGED SHALL BE REPLACED. T NOT�DED I I I I I AL MATERIAL AND UNAGGEPTABLE MATERIAL TO BE IFbALLY�REMOVED FROM SITE. IJJ FIRE/ SMOKE DETECTION 3.BACK FILL SHALL BE PLACED IN 12'LIFTS t COMPACTED TO 115%OF MODIFIED -� • i • 1 __ ._._-- ._ _____.___.__. . __-. _..__• _.. _. ____ _ __ _ _._.._ _._.__ _ ._-- _ ._._ I.INSTALL SMOKE t CARBON MONOXIDE DETECTORS AS SHOWN ON PLAN. PROCTOR DENSITY. a I 4 - - _--- --_- - - --------- - ---- 2.SINGLE t MULTIPLE STATION SMOKE ALARMS ARE AL50 TO BE INSTALLED IN CELLAR AND SHALL BE INTERCONNECTED 50 THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS,IN ACCORDANCE W R3f4.4.PONE32 SOURCE FOR SMOKE ALARM SYSTEM IS TO COMPLY W R3146. °- r---- r- M 3.CARBON ONNOXIDE ALARMS SHALL HE PROVIDED WITHIN EACH DMELLING UNIT ON EACH STORY REINFORCING NOTES CONTAINING A SLEEPING AREA WITHIN 15 FEET OF THE SLEEPING AREA,PROVIDE MORE THAN ONE II 1. ALL REINFORCING BARS TO BE OF THE DIAMETER SHIOHN DEFORMED INTERMEDIATE I CARBON MONXJXIDE ALARM IF NECESSARY.THE CARBON MONYDXIDE ALARM IS TO BE LISTED t i I I I GRADE15GR NEW BILLET STEEL DESIGN THE To A F 6 A - L----J I L ---J L----J L____J L---- LABELED NC CK/MANUF w/UL R05 I OR GANONSA AND AND IS TO TI INSTALLED AND MCODE NFD IN bI5 GRADE 60 HAVING A DESIGN STRENGTH OF bOp00 P51. --J --,II AGGORDANGE w/r+AHIFACTI RCRs INSTRUCTIONS AND THE INTERNATIONAL RESIDENTIAL CODE IRc 2o1s. ; f=___�l rr--=__�l f"r----�l - -- 2.TYPICAL COVER r-oR ALL REINFORCING BARS BE THREE(3)ur,HEs FOR BARS I I i t -'- 1 1 l I I I I I I I I I I I I I I I I I I I i l l PLACED A6AIN5T EARTH AND 2'FOR BARS PLACED AGAINST FORMS UNLESS I I n u I I it I I 11 I I; ELECTRICAL NOTES OTHER4'4I5E 5HOH N. I I J I J I 1 I 11 I I I III I I I I I 1 III I. ALL YbRK SHALL COMPLY WITH THE NATIONAL ELECTRICAL GODS AND LOCAL UTILITY Co. SPECIFIC,LENGTHS ARE SHOWN. ALL SPLICES TO i L_----J L-----J L _-__J I _L- I----- -J I I- - -- J 1 L -JI 2nd. FIN. FL 2. ON rEw woRK BASE BID ON 20o AMP SERVICE. a LFoa�TM��)a,R CONTINUOUS TL�zsuNiEss SPEC L--_ _.--.. ._.- .__._._ �. ____.__-._._,__. _...___. __.. ---_. _._.-d-_____... ____.__._._. ---- _.___._-_- ---- _.-___--_ r 3. ALL WIRING TO BE MIN.14 AW6. 4.WELDED WIRE FABRIC&*,F)T 'x b'SPACES,#10 x*10 6A I&E WHICH SHALL ... -. -__-__ - _- 4. CONVENIENCE OUTLETS TO GON515T OF GOLD DRAWN HAVING AN ULTIMATE STRENGTH NOT LESS THAN 5. PROM GROUND FAULT 1 BE INTERRUPTER OUTLETS AS PER CODE.A.FF,UNLESS NOTED USE. 10,000 PSI.WWF TO B AC E PLED A5 SHOW N.N ON THE FLAK i 6, ELECTRICAL CONTRACTOR TO PROVIDE(HOOKUPS FOR HEATING AND AIR GONDITIONIN6 SYSTEMS. 5.ALL REINFORCING TO BE SECURELY FASTENED TO RESIST MOVEMENT DURING 7. ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING STIRUGIURAL COMPONENTS MUST CONCRETE RE b.H•EiDED HI PLACEMENT. OF EQ)IVAL.ENT STEEL AREA MAY BE SUBSTITUTED FOR ANY I I i 6. PROVIDE MACOMPLY K/ATTENANCE CLEARANCE AROUND CIRCUIT BOX,BOILER,ETC.SEE SECT.E5405. REINFORCING BAR GRID. I q. ELECTRICAL CONTRACTOR TO COORDINATE WITH OTHER TRADES. ----- -.-- ---- DESIGN LOADS CONCRETE NOTES `- - - -- --- -- -_ i II'I' j I II I. -_ �; I i __ i; ; ROOF LOADS: ALLOWABLE DEFLECTIONS COMPLY N/SECTION R301.1 I. Al CONCRETE 0 BE F'c.9 P51 128 DAYS UNLESS OTHERWISE NOTED.-GONG. I r I I I I I I I I ! SNOW LOAD 45 P5F_ STEPS TO BE 3 ON P'o s 28 DAYS •1 II I III I I I I TABLE R301b t R3012N 2. ALL EXPOSED COMER AT TO BE AIR ENTRAINED, _I IL I I --J _ 1 i!L- I __ III I I II I I I, I I DEAD LOAD IS PSF 3. SOIL VALUE A5511MED AT.-I TON PER SQ.FT.AT DEPTHS NOTED. SOIL CONDITIONS TO BE L I 1 I I I I 'I -- I III --- -- -- - - I I_ _J _. _-_ -- I I ATTIC LOADS: VERIFIED PRIOR TO CONSTRUCTION.WATER FRONT OR PROPERTIES IN CL05E PROXIMITY TO I - - --- I - -- ___�. STORAGE 20 PSF YrIND LOAD: 30 MPH BEACH,CANAL,WATER ETC.TO PROVIDE THIS OFFICE WITH TEST HOLE DATA BY LICENSED I I If !it --- I ( --- --'--_ I ; NON STORAGE 10 FSF-TABLE 4-1 ASGE(PAGE 13) I - JI Ir - III Ilr n Ir II Ilr II it r -__� ).L.___-__,- _ I I I I I I I I I I -TABLE 41 ASGE(PAGE 13) FROM FIGURE 6-Ic ASGE(PAGE 40) OR CERTIFIED 501E MEGHANIG. FLOOR LOADS: FROM FIGURE R3012.15.1 4. BOTTOM OF EXTERIOR FOOTINGS TO BE 3'-0'MINIMUM BELOW GRADE. I I p - I I II I I I I I' __..__;I J L__-__._I �I I _ 11� I I I III I I I I 1 LIVE LOAD O NSF- DEAD LOAD r'K. TIN65 SHALL BE ONE VERTICAL(. I I I I I i l I I I I 11 I I 5. ALL FOOTINGS TO REST ON VIRGIN UNDISTURBED SOIL. .__. 1 _ -______.-.__ ,,,_-- __ -- _ _ ____ li D -�--� L---��J -- J L -- - ! L--- - ! TABLE 41 ASGE(PAGE 13I L 15 P5F 6 STEP FOOTINGS DOMN A5 REWIRED. MAXIMUM STEP FOO Y UPLIFT: WIND EXP05WE V CATEGORY 5EI5MIG LOAD:-CATEGORY G TO TWO HORIZONTALLY WHERE ELEVATIONS CHANGE.MINIMUM. ! FROM AF!PA WOOD FRAME GONSTIRIUGTION MANIAC FROM FIGURE R3012(2) 1. HALL FORI'15 TO 8. CURE AND SEAL AL (SLABS ON IN N N GRADE HITLACE IN H 2 COATS 5 DAYS HORN CLEAR SEAL OR MALL _ ! 3.1 NAILING SCHEDULE 130 M.P.H. WIND LOAD q. CONCRETE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING FOR Al WALL5 AS I i__ I5t. FIN. FL. FROM WFGM-2001 WOOD FRA GONSTRUGTION MANIAC 10 REQUIRED TO OR KEYEDND AND AMUM IN_owJ�DT_ JON OINTS FOR 5u.B5 AND WALKS ON - - - JOINT DESCRIPTION NR-BER OF NAILS NAIL SPACING It. PROVIDE SLEEVES IN FOUNDATION WALL5 AS REQUIRED FOR ELECTRIC,PLUMBING _______.___._. _.._._____ __.-_.___.__-__-__ ._-_-____._._-_._ -.._.__r ROOF FRAMING MECHANICAL,ETC. COORDINATE WITH OTHER CONTRACTORS,DRANIN55,AGENCIES,ETC. ORADE RAFTER TO TOP PLATE(TOE-NAILED) 12'TO 16'5PACINS PER RAFTER 12. CONCRETE FOUNDATION WALLS TO BE CAST MONOLITHIC.NO HORIZONTAL JOINTS SHALL BE (3)8d COMMON PLACED IN WALLS. 24'5PAGIN6 13. ALL EXP05ED CONCRETE SLABS TO RECEIVE ARCHITBrTURA_FINISH AND SCORING AS PER (5)8d COMMON PANS AND SPECIFICATIONS, _ CEILING J015T TO TOP RATE(TOE-NAILED) 12'TO 16"SPAGRS PER JOIST 14. NO CONCRETE OR MASONRY SHALL BE PERFORMED IN TEMPERATURES 40 DECRY,F.OR (5)bd COMMON LE55. NO CONCRETE SHALL BE CAST ON FROZEN AGES. ELEVATION (5) SPCOMM 16S. No ADDmvEs SHALL BE O R6'TEDPRO HITHO51-TIO T N EACH PER510E O FO FROM ARGALL MI. � (5)gd��N Ib. ALL FOOTINEf TO BE 8.OR b'PRO.EGTION ON EACH SIDE OF FOUNDATION WALL MIN.(2) K REBARS CONTINUOUS,UNLESS OTERWI5E NOTED(5EE PLANS). CEILING JOIST TO PARALLEL RAFTER(FADE-NAILED) SEE TABLE 3.M Ba EACH LAP IT PROVIDE MINIMUM 2'x4'KEY BETY�N FOOTINGS AND FOUNDATION WALL. GEILINS J015T LAPS OVER PARTITIONS(FACE-RAILED) Sff TABIP 3AA EAGH LAP 15. ANCk10R BOLT SIZE AND MAXIMUM SPACING MUST COMPLY WIn1 TABLES 32A,329 AND SCALE %4" = 1'-0 N COLLAR TIE TO RAFTER(FACE-NAILED) 511E TABLE 3.4 BEL.OMO PER TIE 32G,OF THE WFGM 2001.T•MIN.ANCFIOR BOLT EMBEDMENT INTO CONCRETE FOUNDATION BLOCKINN6 TO RAFTER(TOE-NAILED) 2-8d EACH END HALLS AND 15'MIN.IN MASONRY BLOCKS,AS PER TABLES 32.1.1AND 3.223.ANCHOR RIM BOARD TO RAFTER ILED 2-I6d EACH END BOLTS MIST BE PROVIDED WITH 3'WA5FER5,PER 3.2.23,AND ARE TO BE PLACED WITHIN Y WALL FRAMING 12'FROM ANY CORNER,AND b'TO 12"FROM THE END OF EAGN PLATE SECTION PER 32,1.1. Iq. CRAWL SPACE VENTS,IN ACCORDANCE w/SECTION 405 ARE TO BE LOCATED WITHIN 3'-0' �S, O TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 bd' PER FOOT OF EACH CORNER OF THE BUILDING. ° TOP PLATES AT INTERSECTIONS(PAGE-NAILED) 4-1 6d JOINTS-EACH SIDE 20.AL FOUNDATION WALLS AT BA5EMBNT`r TO RECEIVE BITUMINOUS WATERPROOFING. STUD TO STD(FACE-NAILED) 2-1 bd 24.0/6 HEADER TO HEADER(FACE-NAILED) 16d 16•01G ALONG EDGES CARPENTRY NOTES Q� TOP OF BOTTOM PLATE TO STiA(END-NAILED) 2-1 bd PER 2x4 STUD I. ALL WOOD SILLS,BLOCKING,NAILE RS,ETC.IN CONTACT WITH MASONRY,CONCRETE OR SOIL 3-1 bd PER 2xb STUD TO BE PRESSURE TREATED. 41 bd PER 2x8 STUD 2. PROVIDE GALVANIZED STEEL TERMITE SHIELD t SILL SEALER AROUND ENTIRE PERIMETER. BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST 2-1 bd1f PER FOOT GALVANIZED. 3. ALL NAILS,BOLTS,JOISTS HANGERS t FRAMING CONNECTORS TO BE HOT-DIPPED • Y EXISTING GARAGE °R E3L°GK1NY'(PAGE-NAILED) 4. ALL JOISTS,RAFTERS,HEADERS t GIRDERS SR AL_BE DOUG FIR Fb 850 PSI MIN.STUDS TO 512.40 S.F. FLOOR FRAMING BE MIN.HEM FIR Fb 850 P51, - - JOIS'.TO SILL,TOP PLATE OR 61Rr .EP.(TOE-NAILED) 4-8d PER JOIST 5. ALL SHEATHING SHALL BE 1/2•DOUGLA5 FIR EXTERIOR GRADE PLYWOOD, NAILED 6d•b' BRcID61NG TO J015T(TOE-NAILED) 2-8d EACH END Or,.2 INTERIOR t INTERMEDIATE BLPGKING POINTS. COVERED WITH 15 LB.BUILDING PAPER BLOCKING TO J015T(TOE NAILED) 2-bd EA rH END OR C:ELOTFX INFILTRATION 5ARWER PIGPEN-Y TAFED t SEALED. BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-1 6d EACH BLOCK 6, ALL SUB FLOORS TO BE 5/4•PLYWOOD NAILED WITH TWi5T NAILS O 6'OC. LEDGER STRIP TO BEAM(PAGE-NAILED) 3-1 6d EACH JOIST 1. ALL WALL CORNERS TO BE MIN.3 STUDS NAILED Ibd-12'O.G. JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-bd PER JOIST 8. HEADERS,TRIMMERS t JOISTS UNDER PARTITIONS TO BE DOUBLED BLOCK BET•EEN JOISTS BAND J015T TO JOIST(END-NAILED) 3-1 6d PER JOIST UNDER PARTITIONS. BLOCK STUD WALL5•V2 STORY HEIGHTS t AT UNSUPPORTED EDGES BAND JOI5T TO SILL OR TOP PLATE(TOE-NAILED) 2-I 6d' PER FOOT OF PLYWOOD. ROOF SHEATHING 1. ALL GAP PLATS TO BE DOUBLED t NAILED WITH I6d•12'O.G.LAP GAP PLATES AT STRUCTURAL PANELS 8d (SEE TABLE 3.10) CORNER. DIAGONAL BOARD SWATHING 10. !FADERS OVER DOORS AND WINDOYS UP TO 3'-0'WIDE TO BE(2)2xb FOR OPENINGS 5'-0• Vx6'or I'x8' 2-8d PER SUPPORT TO 5'-0•USE(2)2x8,UNLESS OTHERWISE NOTED. I'x10'Or WIDER 3-Bd PER SUPPORT it. FOR HEADERS OVER 5'-0'LONG U5E DOUBLE JACK STUDS. 12. MIN.BEARING FOR JO15T5,BEAM5 t STUDS TO BE W. CEILING SHEATHING 13. PROVIDE SOLID OMD61NS MAX.8'-0'O.G.IN ALL FLOOR CONSTRUCTION. GYPSUM WALLBOARD 5d COOLERS 7'ED6FJ 10'FIELD 14. PROVIDE COLLAR BEAMS AT RAFTERS AS PER STATE t LOCAL CODES.06•0/4'0 4'-5' WALL SHEATHING ABOVE ATTIC FLOOR) PROP05ED 15t.FL. / STRucn RAL PANELS 8d (SEE TABLE 3.11) 15. ROOF FRAMING 15 DE516NED IN ACCORDANCE w/THE PROVISIONS OF CH.3 OF THE W.PCN. REAR EXPAN5ION ^3 FIBERBOARD PANELS 2001 EDITION. 10250 S.F. 1/16' 6d 3•EDGE/6'FIEELD Ib. CORP.OR MICROLLAM OR APPROVED E�WOOD STRUCTURAL N4EMBERS TO BE A5 MAN FACTURED BY TJI 25/32' 8d 3'EDGE/b'FIELD 11. MATERIAL FOR STRUCTURAL MEI••BERS 15 TO BE IDENTIFIED IN ACCORDANCE w/It902.1 MATERIAL FOR LOAD FR&STUDS,PLATE'S,AND HEADERS ARE TO BE IDENTIFIED IN h\• ` HARDM1 WALLBOARD 5d COOLERS (5 EDGE/10'311) ACCORDANCE w/R602.1. HARDBOARD 8d (SEE TABLE 3.11) I8. STRUCTURAL FLOOR MEH16ER5 ARE NOT TO BE CUT,BORED,OR NOTCHED IN EXCESS OF THE O / - PARTICLEBOARD PANES Bd (SEE TABLE 3.11) LIMITATIONS SPECIFIED IN FIG.R502b.GUTS,NOTCHES,AND HOLES BORED IN @SU�RED DIAGONAL BOARD SHEATHING 3g VAO or I'x8' 2-8d PER SUPPORT WOOD PRODUCTS ARE NOT PERMITTED L NL E55 THE EFFECTS OF 5"PENETRATIONS ARE PROPOSED REAR I'xl0'or WIDER 3-8d PER SUPPORT SPECIFICALLY DRILLING RILL N6 NOTCAND IN ALSO TONCOMPLY W/R602b.(SEE VE AAIU w/R502b2. DECKS FLOOR SHEATHING 14. IN ACCORDANCE w/SECTION R312.1,REQUIRED GUARDS FOR HANDRAILS ARE TO HAVE 151.16 S.F. GAPS THAT DO NOT ALLOW PASSAGE OF A 4'0 SPHERE r OR LESS ed 6•EDGE/12•FIELD 20.STAIR TREADS SHALL BE I Y�THICK CLEAR OAK,M LE55 NOTED. GREATER THAN I' IOd 6'EDGE/6'FIELD 21. INTERIOR TRIM SHALL BE CLEAR MATERIAL UNLESS OTHERWISE NOTED. O DIA60NA_BOARD SHEATHING 22.WALL t GEILIN5 FINISHES ARE TO HAVE A FLAL4E SPREAD CLASSIFICATION NOT GREATER PROPOSED 2nd.FL. 1 7 I'O•or HIDE 2-8d PER SUPPORT R 3-8d PER SUPPORT THAN 00 t A SMOKE DEVELOPED INDEX NOT GREATER THAN 450,IN ACCORDANCE w/ REAR EXPAN5ION 120.66 S.F. �h' - ICING RECIUIRE T5 ARE 8 O RAILED b ON-GENTER AT THE PANEL EDGE. 23.Al CLOSET SHELVES TO BE%N12'CLEAR PINE UNLESS OTNERHISE NOTED. IF WALL SHEATHING 15 NAILED 3'ON-CENTER AT THE PANEL ED6E TO OBTAIN H161 SHEER CAPACITIES, 24.PROVIDE 0'WOOD CLOTHES ROD IN ALL CLOSETS. 1Tj NAILING REQUIREMENTS FOR STRLXA RAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,5" 25.CERAMIC nLE SURFACES t INSTALLATION ARE TO COMPLY w/R702.4,OTHER FINISHES TO In AS SHEAR PLATES,SHALL BE USED TO MAINTAIN IN THE LOAD PATH. EXISTING OVER ,'G ff RE5IDENGE 5.0 bA BE PERI�ITTF�OT TMBE IIRF REDUCED T� L PPLRN�OOD MEMBERS,THE TABULATED NUMBER of NAILS SHALL R 025,t RT. �OOFINS / SIDING NOTES 181759 SF. TABU 3bA RIDGE TENSION STRAP REWIRR-EMS FOR 30 TABLE 3AA RAFTER/ IP5F t 501-11,16 I PSF ROOF LIVE CONNECTION5T HEEL JOINT 1. ROOF COVERING MATERIALS ARE TO COMPLY W SECTIONS Rg02,RQO4,t Rg05 AND ARE PROPOSED 2nd. /.__, O CONECTION REWRE ENTS _ TO BE IDENTIFIED ACCORDANCE w/R404.4.ROOF DRAINS ARE TO BE INSTALLED IN FL.EXPANSION "' ROOF ROOF FASTE5T�WINDSPEED A( GOMMONRAFTER RAFTER NNNAI�FED_JOINT SPLICE 2.ASP! TALL I5H NGLE UNDERLAYMENT I5 TO COMPLLY w/SECTION Rg0523.SELF SEA. STRIPS DETAILS TO BE SUEHITTIED. 820.87 S.F. PITCH SPAN(FT) 130(MPH1SLOPE (IN� AND FASTENERS ARE TO COMPLY n/R4052.4 t R40525.DETAILS OF ASPHALT SHINGLE / PROPOSED Ist.FL. 12 24 36 12 24 36 ROOFING INSTALLATION ARE TO BE SUBMITTED.FOR ROOF 5LOPE5 OF 4/I2, DOUBLE _ EXPANSION p, 12 3 UNDERLAYMENT IS REQ'D.IN ACCORDANCE w/R405.2.1.THE REQ'D UNDERL.AYN£NT 15 TO Q PROPERT T AREA: 2cf,608.00 �J,F, 3,12 16 4 Ib 5 10 15 8 I5 22 CONFORM w/A5TMm226,TYPE I,OR ASTM D4869,TYPE I IN AGGORDANGE w/R40523 f - - - lb 18 _ PROPOSED f--_._. _ _." - _:-,_ - -_-_ - -_ I(PROPOSED FRONT EXISTING RESIDENCE AREA: 181-7.5ci S.F. 22 3 5 q3 5 4 322 3 SHEET,15 3.F TO BE USED 4 I UNDERILAYMEW 155 TO EXTEND FROM THE ADHESIVE EDGE TO 24'MINE.LAYERS FIED THE 20 4 3 12 24 5 6ARA6E j -_''=' __=-_=3 '---- ' COVERED PORCH 12 2 6 4 8 12 6 II n EXTERIOR HALL LINE OF THE BUILDING IN ACCORDANCE w/Rg052.1. ADDITION / - Ib 3 4:12 192 5 q 14 1 14 20 4.FLASHING MATERIALS ARE TO BE CORROSION-RESISTANT AND INSTALLED IN ACCORDANCE 6!3.-r2 S.F. PROPOSED GARAGE ADDITION AREA: 55a.41 S.F. 20 4 24 6 12 n q 11 25 _ - .4� 333=r 4:12 w/R703B5,R4032,!R90526. 53G.41 S.F. 4� / ttttNN 24 4 2 10 5.HOUSE YRAP MATERIAL OR BUILDING FELT t ITS INSTALLATION ARE TO COMPLY w/R1032 O 2q.17 PROPOSED 15t. FLOOR EXPANSION AREA: 1,176.68 S.F. 28 5 16 3 6 q 5 9 14 6.HEATHER RESISTANT SIDING ATTACHMENT AND MIN.THICKNES5 ARE TO COMPLY w/ / -N€W DRIVE AY -_ 32 5 5J2 142 4 8 II 6 11 16 / ANsroN 34b, PROPOSED I5t. FLOOR REAR EXPANSION AREA: 102.50 S.F. 12 2 g3g 44g 5 3 5 a INSULATION NOTES •� Ib 2 7:12 192 3 g 7 4 7 10 k 23 e3 O, PROPOSED FRONT COVERED PORCH AREA: 613.72 S.F. s:12 2O 3 a 8 H• AL EXTERIOR HALLS,ROOF t FLOORS OVER UNCONDITIONED STAGES SHALL BE INSULATED. 24 3 AL INSULATION TO BE FIBERGLASS. FOIL FACE WITH FOIL ON WARM SIDE. CARE SHOULD 12 3 3 4 3 4 (� 25 4 8 BE TAKEN NOT TO TEAR FOIL VAPOR BARRIER. PROPOSED REAR DECKS AREA. 151.16 S.F. 1b b q 2.ACOUSTICAL INSULATION TO BE PROVIDED IN WALLS,FLOORS AND CEILING AROUND Al 36 5 BATHROOMS AND MECHANICAL ROOMS. 12 3 3 3 3 3 5 3,PROVIDE PERIMETER INSULATION A5 PER GORE A7 A11 FOUNDATION WALLS. 12 2 12,12 16 3 3 4 3 4 6 4. -VALUES ARE SFIOWN ON SECTIONS. PROPOSED 2rd. FLOOR EXPANSION AREA: 820.87 S.F. Ib z 142 3 3 5 3 5 1 5.MOISTURE VAPOR RETARDERS ARE TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF 6.12 20 3 24 3 4 6 3 6 q INSULATION IN ALL WALLS/FLOOR5/ROOFS/CEILINGS IN ACCORDANCE w/SECTION"0. PROPOSED 2nd. FLOOR REAR EXPANSION AREA: 120.66 S.F. 24 3 Fes" L +'®TO 6.INDEX NOT TO EXCEED 25 w/A 5N10KE DEVELOPED INDEX NOT TO EXCEED 450.TESTING PROPOSED 18' 0 28 4 METHODS MUST COMPLY w/A5TM EB4 5TD.ALL EXPOSED INSULATION ON ATT16 FLOORS f: _ WIDE DRIVEWAY 3 32 a 3 � LOAD Nb Hw oR � ARE TO HAVE MIN.CRITICAL RADIANT FLUX OF 0.12 KATT/CM2.TESTING TO BE CARRIED OUT EXISTING GARAGE AREA: 312.40 S.F. 36 4 SWAN M RDA TOSLPPo�E T f1� 5 Rt� BY VT3Z GAL AS PER A5TM E970 5TD.EXTERIOR INSULATING FINISH SYSTEM TO COMPLY w/103.63. _AIR FED Dry tC $, TOTAL BUILDING AREA: 4,5G16.54 S.F. 1,12 ie 2 '�A"9Ay" j �FOR '�"� 1. uL WAXIEwlNrooHr�AND WD��WDoorisr ANDD vO1�RCLAD ivC�oDSITHIN�ILATm 1�) 20 3 24 3 -TTIE ADUgTIOHi�T_'fNT T[aw" DO� GLASS,5GREEH'' t LOGK5 AS MANUFACTURED BY ANDER.5EN OR APPROVED EQUAL % LOT OGGUP.ANGY 14.8 gb 2b 3 ' N T E5R%5I�5.MR p�B0TT A,6UHE nr swp b�r,5T55p«R 2.ALL EXTERIOR DOORSES 'I�oG�IWAL TE ON METAL,' ES NUFACTTURED Y BENCHMARK, 36 4 NO A1G STORAGE 5°A:fRU DIJO TTIEI.lATH7 LEA.pttrtLQNLTION STANLEY OR EQUAL. SIZES AND TYPES A5 INDICATED ON PLANS. R11LLY F'zEwREHE"%ioid P Ffti BY THE FOI_LAMHNS FACTO, MEATIER-STRIPPED,LOCKS.VL.E%OTHERWISE NOTED. LEILIN6 FEI6HT/ ROOF RIDGE HEI6HT 1/2 I/3 U4 I 1110 3.AL INTERIOR DOORS TO BE 191'THICK HOLLOW CORE,FLUSH BIRCH,UDN.ALL DOOR T J.M1`AND BUGK5 TO BE GLFAR PINE. IRREGULA CURVE ALL CONDITIONS ARE EXISTING UNLESS OTHERWISE NOTED ARCHITECTS NOTE PROPOSED ALTERATIONS date: FOR ADDITIONS 4 ALTERATIONS ONLY FOR 05-21-Iq 517E PLANW f�'7' \/ THE ARCHITECT HAS BEEN RETAINED TO DESIGN AN ADDITION TO,RENOVATE OR LEGALIZE THIS EXISTING STRUCTIURE. MR. 4 MRS. G I M I NO Harold E. G e bh a r d drawn by: NEST S t 'ORE D R( Y E BEFORE DESIGNING BEGINS,THIS ENTIRE STRUCTURE IS MEASURED AND NAND N 6 CONDITIONS ARE DRAWN. THE BUILDING STRUCTJRE AND 1T5 STRUCTURAL INTEGRITY ARE VISUALLY INSPECTED AND NOTED. POTENTIAL PROBLEMS AND 155 WEST SHORE ROAD Architect DIANA GOMEZ HAZARDS ARE ADDRESSED AND REMEDIES ARE NOTED ON THE PLAN. SOUTHOLD, NY NOT ALL EXISTING CONDITIONS OF A BUILDING ARE EASILY AGCE-551BLE FOR INSPECTION BY THE ARCHITECT. 363 North We 1 Iv400d Avenue /� THEREFORE,ARCHITECTS LOOK FOR CLUE-5,FOR EXAMPLE.CRACKS,DIFFERENTIA.SETTLEMENT,GRUHBLIN6,ETC... job no: SCALE 1 = 20'-0" W66EST THAT THE EXISTING FOUNDATION MAYBE FAILING OR SIETTLINS OVER TIME. THE FOUNDATION MAY NEED TO 13E Lindenhurst, N.Y. 1175-7 REPAIRED,REDONE OR REINFORCED,WHICH WILL BE 5HIOWN ON THE DRAWINGS. THIS 15 ONE OF MANY OF THE S.G.T.M. No. 1000-80-2-25 631-226-3703 0201.7-44-C ARCHITECT'S ROLES IN A PROJECT. FAX 226-3083 THIS ARCHITECT HAS INSPECTED THE EXISTING STRUCTURE AND FINDS IT TO BE STRUCTURALLY SOUND AS FAR AS THE HE6ARGH@YAHOO.GOM dwg no:PARA•ET 5 OF THIS PROJECT. EVERY PRECAUTION HAS BEEN TAKEN TO INSURE THAT THI5 STRUCTURE 15 SAFE. IF A SITE PLAN, FRONT ELEVATION, I OF ARCHITECT KDISCOVEREDLDBONOTIFIED DEMOLITION, WRITING 50 THE CONDITION OR CONDITIONS CAN BEG�TIFIFD. NOTES 4 DETAILS NOTES, SPECIFICATIONS 4 DETAILS 60'-4" COMPONENT i CLADDING PRESSURE ZONES- 1;301.2(7) (a=W-O'IN ALL GASES) a a a a s a a 00 I I I I 1 I O I I I I I I I I "mil I I n B o a I 2I Q 2 I O2 I14 ' 4 I Q Q Q ° (D 1 1 . I ©r> I 1 1 1 I I I n I II I I I I I I p I I I I I I I --- --- --- ---- � I I WAf 1 S _ •, o 5ww F 6ARI F ROOF-5 HIP ROOF (9S 10') 00•i0145*) 00•S9 S30.1 IQ =bd NAILS a Wok \g �45) 10d NAILS a 6'otcnn --__- ° B>=DRooM 11 L �� Q •I�400 a T lr ON ADHEWES 10'1 00 00•S 9 S 30•) W �,.._. -, MOTE.a=4'-0•IN�ALL GA5E5) O II 51 K NOTE= ALL MECHANICALSHOWN IN CONNECTORS SHO IN DETAILS ARE MANUFACTURED a� DEN o BY USP STRUGTLRAL CONNECTORS - OR APPROVED EQUAL, UNLESS NOTED �- ��=1 11 I I I BATH � I� 15'-0ll CLOSET I"501 �� o -- RAFTERS TO RIDGE CONNECTION FLOOR TO FLOOR GONNE-GT10N OPTION 'A' L526H 6I5 Ibs.UPLIFT OPTIONAI O (WOOD 5HRIINNKAGE END LENGTH TMu26-64o K73.UPLIFT MAY OCCUR AND ELVES -__� K I TGHEN O REFEREW-E 3,4B ECAUSE NXKLKLE OUTIL4TR°D 12" REQUIRED CATHEDRAL Fil N ADDITION TOI LIN RIDGE- _ TRAPPING LLGLE PAN — — 61_4:, 5,-0„ g,-O„ 5,-O„ 12/12 1 L S AR S - L -- ------ - - --- --- -- - - - GA 51N G J STORAGE ;� A_226NTR--( In LSTA24-480 H».UPLIFT -- - - - 5'-2° I I 20 6A.Ik'x24' ---- M'G. _ • END LENGTH --- ----- ----- --- ---- ----� I I REF. !) ' I„MIN. • 12' IGAL V TUB - 0 INSTALLATION ®6''o/G REFERENT00R 3.4e u� FL 20'-0" L5268 8 TMU2 9 ° FOR N,IL„� TYPICAL LIGHT SLOPE HANGER FLOOR TO FLOOR CONNECTION OPTION W INSTAL ATTON � I6' o G (10' G.HJ ( I� � — — _ _ _ s1�OF HAr�DElEw•+1rFD BY s1g�w�FTErx Tl'P. CONNECTION FOR TWO T — STORY APPLICATIONS ] I POST ANCHOR DETAIL MINIMUM RATIO A <�GMENT SIZE ASPECTLOSET i _ • • •p UPH 8 INSTALLATION ROOM II II �I _ HOLDOWN W/5/b" �p 1 - THREADED U.-I—ILi 2% —— — a - m - ------- -- -_-- --- -- [> - - aLu - PAU p MUD II OPEN TO ABOVE I GROSS-SECTION y m BEDROOM — ROOM lod�,1LG ALL�� PAu LEDGER DETAIL HURRICANE 5TRAP DETAIL 2 41 x 4�"LONG AT 214 L BOLT5 a 16NDG = i DOUBL 51DED RT30F IOd NAILS ALL HOLES 6A5 Flt?zEPLAGE - qq5 Ibs. UPLIFT F' I i�I I �j N , I � — — - TYPICAL 5UH28R v r- v �ED CK JOIST TO I I REFERENCE 3.45 v � _ � FOR NAILING O GER INSTALL. -1 z __ I ° 6" O Lu w TYPICAL RTIV I ° STUD TO FOUNDATION CONNECT ON TRUSS/ RAFTER TO N ° DOUBLE PLATE INSTALLATION @ 16'O/G ° SIMP50N MST21 20 6A.METAL STRAP, 12"MIN.ON STUD SURFACE v GIRDER TO CONCRETE PIER DETAIL TYPIGAL L5TA36 C6REAT ROOM V0 x 3L4"LONG LAG EOLTS (OR EQUIVALENT) FOYER o 34� Q r (10' G.HJ 6" WRAP 4 NAIL STRAP AROUNDSILL T el6l O/c s %41 ANCHOR E30LT o3b"OACH /G -- LSTA36-1305 bs.UPLIFT ..,_ 4L4 IB 6A.Iv4 x36' ' ANCHOR BOLT DETAIL TYPICAL UPHDb INSTALLATION 28'-4" ANCHOR BOLT-TO-PLATE o C�/4R/46E �t -TO-STUD GONNEGTION SHEAR WALLS ONLY- m N (SLAB ON GRADE,ETGJ VPHOa5TYPICA 5HA6 UPLIFT (6w HOOD Ga� - GONNEGTION INSTALLATION FORCORNERS N&56-0* - " OPENINGS 6'-0 OR GREATER GIRDER/ POST/ FOOTING CONN. FOI ON LAON ON $`? r GOVERED PORGH 36•m 166AL BOLTa36•D/G 1141061 = - p 23'-0" m 1RDER TABLE 3.48}700E-TO WNI,UPLIFT IMENTS KALL TOiVALL, KALL-TO ATIOIU I - Q (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) SERIES COLUMN GAP FASTEST MILE wND5FE®Mr) O IOd NAILS ALL HOLES 40 1 100 1 110 1 130 OD P05T FRAMING ROOF HM3M OF ad C0+10N NAILS IN EA. 5PAGIN6 SPAN EW OF I-V4°x 20 6ASE STRAP" AU SERIES P05T ANCHOR ° ODE 16p I 1 2 g3 12 34 I 2 9 _-- _ CONCRETE FOOTING 522 1 2 3 4 (V - ANCHOR BOLT I 2 2 3 �® ®® RIDGE STRAP DETAIL 2�pp ]6 2 2 3 5 INSTALLATION I6" O/G 82 2 2 4 5 L5TA24- qbO Ib5. UPLIFT 16 1 2 2 4 REFERENCE TABLE 3,6A •.c 2e 2 3 3 5 2q'-2" ,�' w2 24 2 3 9 e FOR NAILING �ry,Q�(,Py 4 66'-4" C 212 wp 2 2 5 5 Ir 24 2,° ] 4 4 6 F: l1R5T_ FLOOR PLAN 2 a ; ' or 10 PSF UPLIFT REp11R@51T5 ASSUME A ROOF/OEILM6 E5 LOAD OF I PSF(2f!K 6 P5F).IF A OHLIN5 A-}.i@�BI.Y 6 NOT PRxuW OR IF THE OEILIN6 A568.6LY IS NOT OONNEGTFD TO THE ROOF A55D BLY 5,314.22 S.F. 5GALE i4" = 1'-0" THpOE�TAaF�OaE"TEDF'*TRO.K�FS� �_QEAA W BY II N�AIL7�g�L PEfUNTTED TO 80 EAD B�1'i NAIL TE0_Wll OF NAILS� L BE FOR WU TO-MU AID HALL-TO-FOMATION CO WT06 TIE TABI ATED RklBER OF"IS SHALL BE P923ATTED TO BE REOIX.ED BY 1 NAIL AT EACH DO OF TFE STRAP FOR EACH FILL YW.L ABOVE. LEGEND/ SYMBOL -EXISTIN6 TO REMAIN ] -SWITCH PROPOSED ALTERATIONS date: `11t FOR 05-21-ICi EXISTING TO BE REMOVED 9�D-DIMMER SWITCH 1 - - -NEW 4'OR 6"HOOD STUD,I6.O.G.PARTITION THREE h1AY SWITCH MR. � MRS. G I M I NO Harold E. G e b h a r d I drawn WITH W 6YP%"WALLBOARD,BOTH SIDES 3- UNLESS OTHERWISE NOTED. � 155 WE5T SHORE ROAD Architect � -JUNCTION BOX IN CEILING D I ANA 60MEZ -CAST-IN-PLACE CONCRETE H.W.S.D.Q -HARD W SOUTHOLD, NYIRED SMOKE DETECTOR 363 North Wel(wood Avenue 5/8•TYPE'X'FIRED RATED swETR°GK Lindenhurst, N.Y. 1175-7 Job no: H.w.SD.Q -HARD WIRED SMOKE DETECTOR 5.G.T.M. No. 1000-50-2-25 631-226-30b 0201-7-44-G -DUPLEX RECEPTACLE •G.M. l CARBON MONOXIDE DETEGTOR COMBO E.F. -EXHAUST FAN(5 FAX 226-30bb 0 GFM MIN) .I DUPLEX RECEPTACLE W/GROUND FIRST FLOOR PLAN HE6ARGH@YAHOO.GOM -I, dwg no :� OF FAULT INTERUf TER A /-ELECTRIC 6ARA6E DOOR OPENER FIA LLJ C71A'5 ��E ELEVA71 ON (50�7H) BEDROOM '10' 1 17-11" 1 �60�-71 1 1-0. r C11-10" PAT BATH CD] BEDROOM FL ILLJI I'LLP L---Ji I MHOOER lu MASTER BEDROOM 5VE ELEVA710N (NOR7H) ul OPEN TO BELON BEDROOM lu KK L--p 21d.FIN FL. —It.FIN.I-L PHI MR I _ � ' ` | � | | | | | ' ' | --------' | | / | | | | �-- --- --' --- --- --- --� --- --� ' | | | ' | - - - - - - - - - - - - - - - - - - � | | | | | | | | | | | | REAR ELEVA71 ON (VNE57) | | / | SG/\LE 45" = 1'-0" | | 5E(�CNI;) FLOCIR PLAN PROPOSED ALTERATIONS date: drovqn by: 155 NEST SHORE ROAD Architect DIANA C20MEZ SOUTHOLD, NY 563 North V4ellvqood Avenue job no: SEGOND FLOOR PLAN a HEGARGH@YAHOO.GOM FA no.E30F 5 ELEVATIONS / | | | | | | MOTES, SPECIFICATIONS I$ PETALS (UPDATED of-o3-ry CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA - TABLE R30I.20) GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER IGE FLOOD AIR MEAN BARRIER SNOW 5PEED TOPOGRAPHIC 5PEG AL WIND-BORNE DESIGN DE516N UNDERLAYMENT HAZARDS FREEZING ANNUAL LOAD (mph) EFFECTS REGION INO PEBR115ZONE GATEC70RY TEMP REQUIRED INDEX TEMP 25 130 NO NO <I MILE B SEVERE 36, SEVERE II YES 200q 1500 51.5 - GENERAL NOTES PLUMBING NOTES I. THE DE516N COMPLIES WITH THE INTE IONAL RESIDENTIAL GORE IRG 2015,WITH N-A YORK STATE I. PLUMBING TO CONFORM TO IPG 2015 AND LOCAL CODES. 2016 UNIFORM CODE 5UPPLEMENT AND REFERENCED STANDARD WFGM 2001. 2. PROVIDE SHUT OFF VALVES ON ALL SUPPLY LINES AT ALL FIXTURES. 2. THESE DRAWINGS DO NOT INCLUDE COMPONENTS NEGE55ARY FOR CONSTRUCTION SAFETY. 3. INSULATE ALL SUPPLY LINES A5 PER SCHEDULE. O CONTRACTORS ARE SOLELY RE5PON51BLE FOR SUCH COMPONENTS. 4. PROVIDE FROST PROOF H05E B155 A5 PER PLAN MINIMUM 2 PER NEW RESIDENCE. 3. BUILDER TO OBTAIN GERTIFIGATE OF OCCUPANCY(G- O) 5. ALL FIXTURES TO BE AMERIGAN STANDARD,KOHLER OR APPROVED EQUAL, 4. BUILDER TO CARRY WORKMAW5 COMP. INS. IN AMOUNTS AS REQUIRED BY LAW. FURNISHED d INSTALLED BY CONTRACTOR. `z 5. ALL WORK SHALL BE FULLY GUARANTEED FOR ONE YEAR AFTER C.O.15 ISSUED. b. PIPING PENETRATIONS THROUGH FIRE-RATED WALL OR FLOOR ASSEMBLIES ARE TO 6. OWNER TO BE RESPONSIBLE FOR FINAL SURVEY AND COSTS AS REQUIRED BY BUILDING DEPARTMENT. COMPLY w/R317.3.1 7. ARCHITECT HAS NOT BEEN RETAINED FOR ANY FIELD SUPERVISION OR INSPECTION. 7. WATER 4 DRAINAGE PLUMBING 15 TO BE INSTALLED IN ACCORDANCE w/CHAPTER 6. O 8. DRAWINGS ARE NOT TO BE SCALED BY CONTRACTOR.ANY DISCREPANCIES ON DRAWINGS ARE TO BE 8. PIPE PENETRATIONS THROUGH FOUNDATION WALL5 ARE TO BE COVERED w/A SLEEVE 2 BROUGHT TO ARCHITECT'S ATTENTION IMMEDIATELY PRIOR TO GON5TRUGTION. PIPE 51ZES GREATER THAN THE PIPE PA551N6 THROUGH IT,IN AGGORDANGE w/SECTION q. THIS ARGHITEGT HAS BEEN RETAINED FOR WORK 5110WN ON THIS DRAWING ONLY. ARCHITECT 15 NOT 606. RESPONSIBLE FOR OTHER ALTERATIONS AND CON0I7ION5. 4. PIPE SUPPORTS ARE TO COMPLY w/SECTION 606. SITE NOTES EXCAVATION NOTES v I.PITCH GRADE AWAY FROM BUILDING. I.EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO LINES AND GRADES DOWN TO 2.PROVIDE DRY WELLS AS REQUIRED. SPECIFIED LEVELS. 3.ALL TREES WITHIN 15'OF CONSTRUCTION TO BE PROTECTED. 2.ALL TOP 501L TO BE STOGK PILED FOR FUTURE USE.ALL EXCAVATED GOOD 4.ANY LANDSCAPING DAMAGED BY GONSTIZUGTION OPERATION SHALL BE REPLACED. AS REQUIRED. MATERIAL NEEDED FOR BACK FILL,TO BE STOCK PILED SEPARATELY,NOT NEEDED 5.ALL CURBS,51DEWALK5,ETC.DAMAGED SHALL BE REPLACED. MATERIAL AND UNACCEPTABLE MATERIAL TO BE LEGALLY REMOVED FROM SITE. FIRE/ SMOKE DETECTION 3.BACK FILL SHALL BE PLACED IN 12"LIFTS d COMPACTED TO q5%OF MODIFIEDINSTALL O SMOKE CARBON PROCTOR DENSITY. ^/ �El0 2.5 N L.E 4MULT MULTIPLE TON SMOKE ALARMS ARE AL50 TO BE INSTALLED IN CELLAR AND SHALL BE l� = OI � I INTERCONNECTED 50 THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS,IN Q ACCORDANCE w/R314.4.POWER SOURCE FOR SMOKE ALARM SYSTEM 15 TO COMPLY w/R314.6. REINFORCING NOTES (n - 3.CARBON MONOXIDE ALARMS SHALL BE PROVIDED WITHIN EACH DWELLING UNIT ON EACH STORY ly CONTAININ6 A 5LEEPING AREA WITHIN 15 FEET OF THE SLEEPING AREA,PROVIDE MORE THAN ONE I. ALL REINFORGIN6 BARS TO BE OF THE DIAMETER 5HOWN DEFORMED INTERMEDIATE CARBON MONOXIDE ALARM IF NECESSARY.THE CARBON MONOXIDE ALARM 15 TO BE LISTED d 6RADE NEW BILLET STEEL CONFORMING TO A5TM A LABELED AS COMPLYING w/UL 2034 OR CAN/G5A 6.Iq,AND 15 TO BE INSTALLED AND MAINTAINED IN 615 GRADE 60 HAVING A DE51GN STRENGTH OF(90,000 PSI. ACCORDANCE w/MANUFACTURER'S INSTRUCTIONS AND THE INTERNATIONAL RESIDENTIAL CODE IRG 2015. 2 TYPICAL COVER FOR ALL REINFORGIN5 BARS BE THREE(3) INCHES FOR BARS PLACED A6AIN5T EARTH AND 2"FOR BARS PLACED AGAINST FORMS UNLE55 ELECTRICAL NOTES OTHERWISE SHOWN I. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND LOCAL UTILITY CO. 3•ALL BARS TO BE CONTINUOUS UNLE55 SPECIFIC LENGTHS ARE SHOWN. ALL SPLICES TO 2nd. FIN. FL. 2. ON NEW WORK BASE BID ON 200 AMP SERVICE. BE FORTY(40)BAR DIAMETERS MIN. _ 3. ALL WIRING TO BE MIN. 14 AW6. 4.WELDED WIRE FABRIC(ME-)TO BE 6"x 6"SPACES,#10 x#10 6AU6E WHIGH SHALL 4 GONVENIENGE OUTLETS TO BE 18"A.F.F.,UNLE55 NOTED OTHERWISE. CONSIST OF GOLD DRAWN MEMBERS HAVING AN ULTIMATE STRENGTH NOT LE55 THAN 5.. PROVIDE GROUND FAULT INTERRUPTER OUTLETS AS PER CODE. 70POO PSI.WWF TO BE PLACED AS SHOWN ON THE PLAN. b. ELECTRICAL CONTRACTOR TO PROVIDE HOOKUPS FOR HEATING AND AIR GONDITIONIN6 SYSTEMS. 5.ALL REINFORGING TO BE SECURELY FASTENED TO RESIST MOVEMENT DURING 7. ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING 5TRUGTF-AL COMPONENTS MUST CONCRETE PLACEMENT. COMPLY w/SECT.E3402. 6.WELDED WIRE FABRIC OF EQUIVALENT STEEL AREA MAY BE SUBSTITUTED FOR ANY 8. PROVIDE MAINTENANCE CLEARANCE AROUND CIRCUIT BOX,BOILER,ETC.SEE SECT.E3405. REINFORGIN6 BAR GRID. q. ELECTRICAL CONTRACTOR TO COORDINATE WITH OTIIER TRADES. DESIGN LOADS CONCRETE NOTES DE516N LOADS ARE IN GOMPLIANGE w/SEGTIONS R301.4,R301.5 d 301.6 1. ALL CONCRETE TO BE f 'c = 3,500 PSI ® 28 DAYS UNLE55 OTHERWISE NOTED.-GONG. ROOF LOADS: ALLOWABLE DEFLECTIONS COMPLY w/SECTION R301.7 STEPS TO BE 3500 f'c® 28 DAYS SNOW LOAD 45 P5F-TABLE R301.6 d R301.2(1) 2. ALL EXP05ED CONCRETE TO BE AIR ENTRAINED. DEAD LOAD 15 P5F 3. SOIL VALUE ASSUMED AT=-I TON PER 50.FT.AT DEPTHS NOTED. 501L CONDITIONS TO BE OI ATTIG LOA05: VERIFIED PRIOR TO CONSTRUCTION.WATER FRONT OR PROPERTIES IN CLOSE PROXIMITY TO O STORAGE 20 P5F TABLE 4-1 A5CE(PAGE 15) WIND LOAD: 130 MPH BEACH,CANAL,WATER,ETC.TO PROVIDE TH15 OFFICE WITH TEST HOLE DATA BY LICENSED NON STORAGE 10 P5F_TABLE 4-1 A56E(PAGE 13) FROM FIGURE 6-Ic ASGE(PAGE 40) OR CERTIFIED 501L MECHANIC. FLOOR LOADS: FROM FIGURE R301.2.1.5.1 4. BOTTOM OF EXTERIOR FOOTINGS TO BE 3'-0"MINIMUM BELOW GRADE. LIVE LOAD 40 P5F WALL LOADS: 5. ALL FOOTINGS TO REST ON VIRGIN UNDI5TURBED SOIL. DEAD LOAD 10 P5F-TA5LE 4-1 A56E(PAGE 13) DEAD LOAD 15 P5F 6. STEP FOOTINGS DOWN AS REQUIRED. MAXIMUM STEP FOOTIN65 SHALL BE ONE VERTICALLY UPLIFT: WIND EXPOSURE 'B'GATEGORY 5EI5MIG LOAD: CATEGORY G TO TWO HORIZONTALLY WHERE ELEVATIONS CHANGE. FROM AF d PA WOOD FRAME CONSTRUCTION MANUAL FROM FIGURE R3012(2) 7. WALL FORMS TO REMAIN IN PLACE IN PLACE 3 DAYS MINIMUM. 8. CURE AND SEAL ALL SLAB5 ON GRADE WITH 2 GOATS HORN CLEAR SEAL OR EQUAL. - 5.1 NAILING SCHEDULE 150 M.P.H. V4IND LOAD q- CONCRETE CONTRACTOR SHALL PROVIDE ADEQUATE BRAGIN6 FOR ALL WALL5 AS FROM WFGM-2001 WOOD FRAME GONSTRUGTION MANUAL REQUIRED TO RESIST WIND AND CONSTRUCTION LOADS. ISt. FIN. FL. FOR ONE � THO FAMILY 10. PROVIDE SAWED OR KEYED AND FORMED CONTROL JOINTS FOR SLAB5 AND WALK5 ON JOINT DESCRIPTION NUMBER OF NAILS NAIL SPAGIN6 GRADE,AT 20'-O'MAXIMUM IN BOTH DIREGTION5. 11. PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR ELEGTRIG,PLUMBING G A F ROOF FRAMING MECHANICAL,ETC. COORDINATE WITH OTHER CONTRACTORS,DRAWINGS,AGENCIES,ETC. RAFTER TO TOP PLATE(TOE-NAILED) 12"TO 16"5PAGIN6 PER RAFTER 12. CONCRETE FOUNDATION WALLS TO BE CAST MONOLITHIC.NO HORIZONTAL JOINTS SHALL BE (3)8d COMMON PLACED IN WALLS. 24"5PAGING 15. ALL EXPOSED CONCRETE 5LAB5 TO RECEIVE ARCHITECTURAL FINISH AND 5GORIN6 A5 PER (5)8d COMMON PLANS AND SPECIFICATIONS. CEILING JOINT To TOP PLATE(TOE-NAILED) 12"TO 16"5PAGIN67 PER J015T 14. NO CONGRETE OR MASONRY SHALL BE PERFORMED IN TEMPERATURES 40 DEOREE5 F.OR 0)8d COMMON LESS. NO CONCRETE SHALL BE CAST ON FROZEN SURFACES. (5)5PAGING 15.6 NO ADDITIVES SHALL BE"PERMITTED WITHOUT WRITTEN 51DE O FOUNDATION FROM ARCHITECT. FRONT ELE'Y"ATION (5)8d COMMON Ib. ALL FOOTINGS TO BE 8"OR b"PROJECTION ON EACH SIDE OF FOUNDATION WALL MIN.(2) #4 REBAR5 CONTINUOUS,UNLE55 OTHERWISE NOTED(SEE PLANS). GEILIN6 JOIST TO PARALLEL RAFTER(FAGE-NAILED) SEE TABLE 5AA BELOK EACH LAP 17. PROVIDE MINIMUM 2"x4"KEY BETWEEN FOOTINGS AND FOUNDATION WALL. GEILIN6 J015T LAPS OVER PARTITIONS(FACE-NAILED) SEE TABLE 5AA BELON EACH LAP 18. ANCHOR BOLT 51ZE AND MAXIMUM 5PAGIN6 MUST COMPLY WITH TABLES 3.2A,3.23 AND SCALE �411 = 1�_O 11 COLLAR TIE TO RAFTER(FACE-NAILED) SEE TABLE 3.4 BELOW) PER TIE 3-2r,O THE 15" GMMIN 2O0MA50NRY ANCHORBLOCKS,BOLT EMBEDMENT AS TABLES 3INTO CONCRETE FOUNDATION BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END NAL]BOLTS MUST BE PROVIDED WITH 3"WA5HER5,PER 3.2.2.3,AND ARE TO BE PLACED WITHIN RIM BOARD TO RAFTER(END-NAILED 2-Ibd EACH END 12"FROM ANY CORNER,AND 6"TO 12"FROM THE END OF EACH PLATE SECTION PER 3.2.1.7. WALL FRAMING Iq. CRAWL SPACE VENTS,IN ACCORDANCE w/SECTION 408 ARE TO BE LOCATED WITHIN 3'-0" /S TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 6d' PER FOOT OF EACH CORNER OF THE BUILDING. 00 TOP PLATES AT INTER5EGTION5(FACE-NAILED) 4-1 bd JOINTS-EACH 51DE 20.ALL FOUNDATION WALL5 AT BASEMENTS TO RECEIVE BITUMINOUS WATERPROOFING. STUD TO STUD(PAGE-NAILED) 16 O/ AL 6d AL O HEADER TO HEADER(PAGE-NAILED) Ibd Ib"O/G ONG E06E5 CARPENTRY NOTES TOP OF BOTTOM PLATE TO STUD(END-NAILED) 2-1 6d PER 2x4 STUD 3-1 6d PER 2xb STUD I. ALL WOOD SILLS,BLOCKIN6,NAILER5,ETC.IN CONTACT WITH MASONRY,CONCRETE OR SOIL ' 4-1 bd PER 2x8 STUD To BE PRESSURE TREATED. n�O 2. PROVIDE GALVANIZED STEEL TERMITE SHIELD d SILL SEALER AROUND ENTIRE PERIMETER. BOTTOM PLATE TO FLOOR JOIST,BANDJOI5T,ENDJOIST 2-1 bd12 PER FOOT 3. ALL NAILS,BOLTS,JOISTS HANGERS d FRAMING CONNECTORS TO BE HOT-DIPPED I/ OR BLOCKING(FACE-NAILED) GALVANIZED. EXISTING GARAGE FLOOR FRAMING 4• ALL JOISTS,RAFTERS,HEADERS d GIRDERS SHALL BE DOU6 FIR fb 850 P51 MIN.STUDS TO BE MIN.HEM FIR fb 850 P51. 512.40 S.F. JOIST TO 511 1,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER JOIST 5. ALL SHEATHING SHALL BE 1/2" DoUGLA5 FIR FXTERIOR GRADE PLYWOOD, NAILED 6d® 6" BRIDGING TO JOINT(TOE-NAILED) 2-bd EACH END O.G.2 INTERIOR d INTERMEDIATL-BI-OGK1N6 f'.'tNT5. COVERED WITH 5 LB.BUILDING PAPER BLOCKING TO J015T(TOE NAILED) 2-Sd EACH END OR GELOTEX INFILTRATION BARRIER PROPERLY TAPED 4 SEALED. BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-1 bd EACH BLOCK 6. ALL 505 FLOORS TO BE 3/4"PLYWOOD NAILED WITH TW15T NAILS® 6"O.G. LEDGER STRIP TO BEAM(FACE-NAILED) 3-1 6d EACH J015T 7. ALL WALL CORNERS TO BE MIN.3 STUDS NAILED Ibd - 12'O.G. J015T ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER J015T 8. HEADERS,TRIMMERS d JOISTS UNDER PARTITIONS TO BE DOUBLED BLOCK BETWEEN JOISTS BAND JOINT TO J015T(END-NAILED) 3-1 6d PER JOIST UNDER PARTITIONS. BLOGK STUD WALLS® 1/2 STORY HE*HT5 d AT UNSUPPORTED E06E5 BAND J015T TO 511_L OR TOP PLATE(TOE-NAILED) 2-1 6d' PER FOOT OF PLYWOOD. ROOF 5HEATH1146 q. ALL GAP PLATES TO BE DOUBLED d NAILED WITH Ibd® 12"O.G.LAP GAP PLATES AT STRUCTURAL PANELS 8d (SEE TABLE 3.10) ORR DIAGONAL BOARD SHEATHING 10. HEADDEERS OVER DOORS AND WINDOWS UP TO 3'-0"WIDE TO BE(2)2x6 FOR OPENINGS 3'-0" 1"xb"or 1"x8" 2-8d PER SUPPORT To 5'-0"USE(2)2x8,UNLE55 OTHERWISE NOTED. I"xIO"or WIDER 3-8d PER SUPPORT 11. FOR HEADERS OVER 5'-0"LONG USE DOUBLE JACK STUDS. J� GEILIN6 SHEATHING 12. MIN.BEARING FOR JOISTS,BEAMS d 5TUD5 TO BE 3�". \) 13. PROVIDE 50LID BRIDGING MAX.8'-0"O.G. IN ALL FLOOR CONSTRUCTION. GYPSUM WALLBOARD 5d COOLERS T'ED6E/10"FIELD 14. PROVIDE COLLAR BEAMS AT RAFTERS A5 PER STATE d LOCAL GODES.(16"o/c,® 4'-5" WALL SHEATHING ABOVE ATTIC FLOOR) STRUCTURAL PANELS 8d (SEE TABLE 3.11) 15. ROOF FRAMING 15 DESIGNED IN ACCORDANCE w/THE PROVISIONS OF CH.3 OF THE W.F.G.M. 2001 EDITION. FIBERBOARD PANELS T116" 6d 3"ED6E/6"FELD 16. ORP.OR APPROVED EQUAL.OR HOOD STRUCTURAL MEMBERS TO BE A5 MANUFACTURED BY TJI 25/32" 8d 3"ED6F-/b"FIELD 17. MATTERIAL FOR STRUCTURAL MEMBERS 15 TO BE IDENTIFIED IN AGGORDANGE w/R502.1 GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD MATERIAL FOR LOAD BRG.STUDS,PLATES,AND HEADERS ARE TO BE IDENTIFIED IN HARDBOARD 8d (SEE TABLE 3.11) ACCORDANCE w/R602.1.ME 3 PORTION OF 0 PARTICLEBOARD PANELS 8d (SEE TABLE 3.11) 8. STRUCTURAL FLOOR MEMBERS ARE NOT TO BE GUT,BORED,OR NOTCHED IN EXCESS OF THE F 7 RESIDENCE TO �\ DIAGONAL BOARD 5HEATHIN6 LIMITATIONS SPECIFIED IN FIG. R502.8.GUTS,NOTCHES,AND HOLE5 BORED IN ENGINEERED I"xb"or 5HE 2-8d PER SUPPORT WOOD PRODUCTS ARE NOT PERMITTED UNLE55 THE EFFECTS OF SUCH PENETRATIONS ARE BE REMOVED SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER,IN ACCORDANCE w/R502.8.2. G / 54,95 S.F. PROPOSED REAR I"xIO"or WIDER 3-8d PER SUPPORT STUD DRILLING d NOTGHIN6 ARE AL50 To COMPLY w/R602.6.(SEE DETAIL) DECKS FLOOR 5HEAT14IN6 Iq. IN ACCORDANCE w/SECTION R312.1,REQUIRED 6UARD5 FOR HANDRAILS ARE TO HAVE n S �� I5I.i6 S.F. STRZTURAL PANELS 6AP5 THAT DO NOT ALLOW PA55A6E OF A 4"0 SPHERE (� I"OR LE55 8d 6"EDGE/12"FIELD 20.STAIR TREADS SHALL BE I Y4"THICK CLEAR OAK,UNLE55 NOTED. PROP05ED 2nd. O +�� O GREATER THAN I" IOd 6"EDGE/6"FIELD 21. INTERIOR TRIM SHALL BE CLEAR MATERIAL UNLE55 OTHERWISE NOTED. FL. EXPANSION Qi DIAGONAL BOARD 5HEATHIN6 22.WALL d GEILIN6 FINISHES ARE TO HAVE A FLAME SPREAD GLASSIFIGATION NOT GREATER d I"xb"or Vx8" 2-8d PER SUPPORT THAN 200 d A SMOKE DEVELOPED INDEX NOT GREATER THAN 450,IN ACCORDANCE w/ 66.55 S.F. / T I"xIO"or WIDER 3-8d PER SUPPORT R316.3. PROPOSED 1st. FL. NAILING REQUIREMENTS ARE BASED ON WALL 5HEATHIN6 NAILED 6"ON-GENTER AT THE PANEL EDGE. 23.ALL CLOSET SHELVES TO BE 5/4'xl2"CLEAR PINE UNLE55 OTHERWISE NOTED. ��' IF WALL 5HEATHIN6 15 NAILED 3"ON-CENTER AT THE PANEL E06E TO OBTAIN H16HER SHEER CAPACITIES, 24.PROVIDE !I'4"WOOD CLOTHES ROD IN ALL CLOSETS. REAR EXPANSION NAILING REQUIREMENTS FOR 5TRUGURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNEGTOR5,SUGH 25.CERAMIC TILE SURFACES d INSTALLATION ARE TO COMPLY w/R702.4,OTHER FINISHES TO 4 l.c{T S.F. / A5 SHEAR PLATE5,514ALL BE USED TO MAINTAIN IN THE LOAD PATH. COMPLY w/R702.5, d R702.6. EXISTING - WHEN WALL 5HEATHIN6 15 CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUGED TO 1-I6d NAIL PER FOOT. / RESIDENCE 5.0 6.0 TAR-E 3AA RAFTER/GEILIN6 J015T HEEL JOINT CONNECTION ROOFING / SIDING NOTES 1817.Sq S.F. TABLE 3.6A RIDGE TENSION STRAP REGAREMENT5 FOR 30 P5F d 50 P5F ROOF LIVE LOAD I. ROOF COVERING MATERIALS ARE TO COMPLY w/SECTIONS Rg02,Rc104, b Rg05 AND ARE CONNECTION REQUIRB TENTS TO BE IDENTIFIED ACCORDANCE w/R904.4.ROOF DRAINS ARE TO BE INSTALLED IN PROPOSED 2nd. / REQUIRED NUMBER OF Ibd ACGORDANGE w/R903.4.DRAWINGS AND DETAILS TO BE SUBMITTED. RAFTER RAFTER uxa*a,e FL. EXPANSION _ ROOF ROOF FASTEST WINDSPEED SLOPE SPA,GJ)N6 COMMON NAILS PER HEEL JOINT 5PLIGE 2.ASPHALT SHINGLE UNDERLAYMENT 15 TO COMPLY w/SECTION R905.2.3.SELF SEAL STRIPS / PROPERTY AR=A: 2Gi 608.00 S.F. PITCH SPAN(FTJ 130(MPH) (N.) R OF PAN AND FASTENERS ARE TO COMPLY w/Rg05.2.4 d Rg05.2.5.DETAILS OF ASPHALT SHINGLE 550.78 S.F. / PROPOSED 2nd. 12 1 24 36 12 24 36 ROOFING INSTALLATION ARE TO BE SUBMITTED.FOR ROOF SLOPES OF 4/12, DOUBLE / I p FL. EXPANSION pp� G 12 3 12 4 8 12 6 11 17 UNDERLAYMENT IS REOV. IN ACCORDANCE w/Rg05.2.7.THE REQV UNDERLAYMENT 15 TO 2-to.53 S.F. EXISTING RE51 DENGE AREA: I,b I I.5ci J.F. 16 4 I6 5 10 15 8 15 22 CONFORM w/A5TMD226,TYPE I,OR A5TM D486q,TYPE I IN AGGORDANGE w/Rg05.2.3 / O m 3`12 20 4 3:12 Iq2 6 12 18 q 18 27 3.FOR ROOF SLOPES,ICE PROTECTION THAT GON515T5 OF AT LEAST 2 LAYERS OF / It1 24 5 24 8 15 23 II 22 33 UNDERLAYMENT CEMENTED T06ETHER,OR A SELF ADHESIVE POLYMER MODIFIED BITUMEN PORTION OF R=51 DENGE TO BE REMOVED AREA: 34.g5 S.F. 12 3 6 q 5 q 13 SHEET,IS TO BE USED d IS TO EXTEND FROM THE EAVE'S EDGE TO 24"MIN. INSIDE THE � I 12 2 16 4 8 12 6 II 17 I6 3 4:12 EXTERIOR WALL LINE OF THE BUILDING IN ACCORDANCE w/R905.2.7. PROPOSED Ist. Iq.2 5 q 14 7 14 20 4.FLASHING MATERIALS ARE TO BE CORROSION-RESISTANT AND INSTALLED IN ACCORDANCE / PROP05ED let. FLOOR EXPANSION AREA: 1465.2G S.F. 20 4 24 6 12 n q n 25 FL. EXPANSION - PROPOSED FRONT 4:12 w/R703.8.5,Rg03.2, d R405.2.8. / O -13.33=� 24 4 I2 3 5 7 4 7 10 5.HOUSE WRAP MATERIAL OR BUILDING FELT d IT'S INSTALLATION ARE TO COMPLY w/R703.2 1,465.2cl S.F. / cmV m 2q 17 - COVERED PORCH PROPOSED I et. FLOOR REAR EXPANSION AREA: 47.Gi-1 S.F. 28 5 ib 3 b q 5 q 14 6.WEATHER RE515TANT 51DIN6 ATTACHMENT AND MIN.THICKNESS ARE TO COMPLY w/ 644.38 S.F. 32 5 Iq.2 4 g II b 11 16 0 5:12 4 4 R705THE -- - - PROPOSED FRONT COVERED PORCH AREA: 644.38 S.F. 12 2 I2 3 545 5 3 5 8 INSULATION NOTES 2 / NEW DRIVEWAY _ 34.67 �\ 16 2 7:12 1 6 3 6 8 4 10 / �3 20 3 I. ALL EXTERIOR WALL5,ROOF d FLOORS OVER UNCONDITIONED SPACES SHALL BE INSULATED. \ / EXPANSION �i PROPOSED REAR DEGKS AREA: 151.16 S.F. 5:12 24 3 12 3 3 4 3 4 6 ALL INSULATION TO BE FIBERGLASS. FOIL FACE WITH FOIL ON WARM SIDE. CARE SHOULD (n Iq 4 744 10 5 1 5 3ggBE TAKEN NOT TO TEAR 0 15 L VAPOR BARRIER. 32 4 q:12 11 3 4 6 3 b q 2.ACOUSTICAL INSULATION TO I BE PROVIDED IN WALL5,FLOORS AND GEILIN6 AROUND ALL PROPOSED 2nd. FLOOR EXPANSION AREA: (520.5-7 S.F. 36 5 a 4 b 11 BATHROOMS AND MECHANICAL ROOMS. 12 3 3 3 3 3 5 3.PROVIDE PERIMETER INSULATION A5 PER CODE AT ALL FOUNDATION WALLS. / z 12 2 12:12 b 3 3 5 6 4.R-VALUES ARE 5HOWN ON SECTIONS. PROPOSED 2 I- nd. FLOOR EXPANSION AREA: 550.78 S.F. 16 2 I 5 3 5.MOISTURE VAPOR RETARDERS ARE TO BE INSTALLED ON THE WARM -IN-WINTER SIDE OF 6:12 20 3 24 3 4 6 3 6 q INSULATION IN ALL WALL5/FLOORS/ROOFS/CEILIN65 IN ACCORDANCE w/SECTION R318. vr' / 24 3 REDUCED R25%IF tE IL5 SHAM IN PERMITTED TO BE 6. INDEX NOT TO EXCEED 25 w/A SMOKE DEVELOPED INDEX NOT TO EXCEED 450.TESTING u► PROPOSED 2nd. FLOOR REAR EXPANSION AREA: 66.58 S.F. REDUGED25%1FNAIL5 APE 0.1NGHED. 28 4 2 HEEI_JOINT GGNPEGTION5 ARE NOT REQUIRED WHEN THE RIDGE 15 METHODS MUST COMPLY w/A5TM E84 STD.ALL EXPOSED INSULATION ON ATTIC FLOORS O / PROPOSED 15' C) 32 4 5UPPORTED BY A LOADBEAR1%WALL,HEADER OR RIDGE BEAM. ARE TO HAVE MIN.CRITICAL RADIANT FLUX OF 0.12 WATT/GM2.TESTING TO BE CARRIED OUT WIDE DRIVEWAY EX I ST I N6 6ARA62E AREA: 512.40 S.F. 36 4 9 WHEN INTERMEDIATE 5UPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL AS PER ASTM Eg70 5TD.EXTERIOR INSULATING FINISH SYSTEM TO COMPLY w/703.6.5. STRUT5 OR+ E EN7 GtNJINELTi0N5�RE REQIIRRED FOR GEILIN6 JO 5��� WINDOW AND DOOR NOTES JOINT CONNECTION REQUIREMENTS SHALL BE Pb;!RTTEJ TO BE 12 2 REDUCED PROPORTIONALLY TO THE REDUCTION IN 5PAN. �/ N TOTAL BUILDING AREA: 4,408.45 S.F. 7:I2 16 2 TQGEILINNJON LAP5PLGES. O r / THRU 20 3 S TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE 1. ALL WINDOW5 AND 5LIDIN6 6LA55 DOORS TO BE VINYL GLAD WOOD WITH I05ULAT ED 12d2 24 3 THE ADDITIONAL WEI64iT OF THE CEILING A55EMBLY. GLASS,5CREEN5 d LOCKS AS MANUFACTURED BY ANDERSEN OR APPROVED EQUAL e TABULATED HEEL JOINT C40NNEGTION REQUIREMENTS ASSUME GEILIN6 JOISTS OR SIZES AND TYPES AS INDICATED ON PLANS.UNLE55 OTHERWISE NOTED. �y10 % LOT OCCUPANCY 14.8 28 3 RAFTER TIES ARE LOCATED AT THE BOTTOM L OF THE ATTIC 5PAGE 2.ALL EXTERIOR DOORS To BE INSULATED METAL,AS MANUFACTURED BY BENCHMARK, 32 4 WHEN GEILIN6 J015T5 OR RAFTER T E.ARE)ABOUGATED H15HER IN THE ATTIC 5PACE, STANLEY OR EQUAL. SIZES AND TYPES AS INDICATED ON PLANS. FULLY 36 4 RREE UI 1REMENT�N1 ING THE FOLLOOWIN6 F�T R5�CONNECTION WEATHER-STRIPPED,LOCKS.UNLE55 OTHERWISE NOTED. GEILIN6 HEIGHT/ ROOF RIDGE HEIGHT 1/2 1/3 I/4 I/5 1/6 1/10 3.ALL INTERIOR DOORS TO BE 0/4"THICK,HOLLOW CORE,FLUSH BIRCH,U.O.N.ALL DOOR HEEL JOINT CONNECTION 2.00 1501 1.33 1 125 1 1.20 1 1.11 JAMS AND BUCKS TO BE CLEAR PINE. IRRE6ULA GURVE +2��I ALL CONDITIONS ARE EXISTING UNLESS OTHERWISE NOTED ARCHITECTS NOTE PROPOSED ALTERATIONS date: 08-31-20 FOR ADDITIONS $ ALTERATIONS ONLY FOR �r - 05-21-I Gi THE ARCHITECT HAS BEEN RETAINED TO DE516N AN ADDITION TO,RENOVATE OR LEGALIZE TH15 EXISTING STRUCTURE. MR" � MRS. G I M I NO drawn by: WEST SHORE DR I VE BEFORE DESIGNING BEGINS,THE ENTIRE STRUCTURE IS MEASURED AND EXISTING CONDITIONS ARE DRAWN. THE BUILDING 155 WEST SHORE ROAD ArchItoct I ST7RLIGTURE AND ITS STRUCTURAL INTEGRITY ARE VISUALLY INSPECTED AND NOTED. POTENTIAL PROBLEMS AND DIANA 60MEZ HAZARDS ARE ADDRESSED AND REMEDIES ARE NOTED ON THE PLAN. ( � L A N SOUTHOLD, NY NOT ALL EXISTING CONDITIONS OF A BUILDING ARE EA51LY ACCESSIBLE FOR INSPEGTION BY THE ARCHITECT. 565 North We I I W ood Avenue ii i ii T-IEREFORE,ARCHITECT'S LOOK FOR GLUES,FOR EXAMPLE: CRACKS,DIFFERENTIAL SETTLEMENT,GRUMBLING,ETC... � �_ job no: SGALE 1 = 20'-0 5J66E5T THAT THE EXISTING FOUNDATION MAY BE FAILING OR SETTLING OVER TIME. THE FOUNDATION MAY NEED TO BE Lindenhurst, N.Y. 1175-1 REPAIRED,REDONE OR REINFORCED,WHIGH WILL BE SHOWN ON THE DRAWIN65. THIS 15 ONE OF MANY OF THE S.G.T.M. No. 1000-80-2-25 631-226-3708 02017-44-G ARCHITEGT'5 ROLES IN A PROJECT. s! 219 FAX 226-50bb T-115 ARCHITECT HAS INSPECTED THE EXISTING STRUCTURE AND FINDS IT TO BE STRUCTURALLY SOUND AS FAR A5 THE HEOARGHcg)YAHOO.GOM ��r fi ��' ` PARAMETERS OF TH15 PROJECT. EVERY PRECAUTION HAS BEEN TAKEN TO INSURE THAT THIS STRUCTURE 15 SAFE. IF A SITE PLAN, FRONT ELEVATION, I dwg no: CONDITION 15 015GOVERED DURING DEMOLITION,CONSTRUCTION OR INSPECTION BY A BUILDING INSPECTOR THIS ARCHITECT SHOULD BE NOTIFIED IMMEDIATELY IN WRITING 50 THE CONDITION OR CONDITIONS CAN BE RECTIFIED. NOTES � DETAILS �F". i Generated by,'RES,check-Web Software Compliance Certificate Project CIMINO RESIDENCE Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 155 WEST SHORE ROAD CONO CIMINO HAROLD GEBHARD SOUTHOLD, NY 11971 ARCHITECT 363 N.WELLWOOD AVENUE LINDENHURST, NY 11757 HEGARCH@YAHOO.COM Compliance: Passes using UA trade-off Compliance: 6.8%Better Than Code Maximum UA: 325 Your UA: 303 Maximum SHGC: 0,40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules, It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Prop.Gross Area Assembly or Cavity Cont. Req. Prop. Ceiling:Flat Ceiling or Scissor Truss 2,753 19.0 19.0 0,026 0.026 72 72 Wall:Wood Frame, 16"o.c. 2,271 15.0 5.0 0,053 0.060 106 120 Window:Wood Frame 275 0.300 0.320 83, 88 SHGC: 0.28 Floor:All-Wood joist/Truss 965 21,0 010 0,044 0.047 42 45 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed build signed to meet the 2018 IECC requirements in REScheck Version: REScheck-Web and to comply with the mandato I e e A In the REScheck Inspection C ecklis . �I 7 HAROLD E.GEBHARD A.I.A. GF FA �� Name-TiV3 North Wellwood Avenue s a -�� Date LINDENHURST,NEW YORK 11757 ° (631)226-3708 N- 14229 y9��OF IVE�N �®�`� Project Title: CIMINO RESIDENCE Report date: 09/03/21 Data filename: iPage 1 of 9 Generate by REScheck-Web Software Compliance Certificate . Project CIMINO RESIDENCE Energy Code: 2018 1ECC SIE P - 7 2021 Location: Southold, New York i 2 Construction Type: Single-family Project Type: Addition BUTT :NG DEFT. Climate Zone: 4 (5572 HDD) T(1V•y; h.''t r•.^, :_i.';:-,iJ� Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: . 155 WEST SHORE ROAD CONO CIMINO HAROLD GEBHARD I SOUTHOLD, NY 11971 ARCHITECT 363 N.WELLWOOD AVENUE LINDENHURST,NY'11 57 HEGARCH@YAHOrcCp I n is ia 4 UA trade-off Compliance: 6.8%Better Than Code Maximum WA:: 325 Yourlilk: 303 MaximumiSHGC:: 0.40 You rSMGC '0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies $ i .. h Ceiling: Flat Ceiling or Scissor Truss 2,753 i 19.0 19.0 0.026 `O.g26 72 72 Wall:Wood Frame, 16"o.c. 2,271 15.0 5.0 0.053 10.060 106 120 Window:Wood Frame SHGC: 0.28 275 0.300 0.320 I 83 88 Floor:All-Wood joist/Truss 965 i 21.0 0.0 0.044 0.0�7 42 45 Compliance Statement: The proposed building design described here is,consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed buildi:ngi hi asIbeen designed to meet the 2018 IECC requirements in REScheck Version: REScheck-Web and to comply with the mandatory requirements listed In the REScheck Inspection Checklist. HAROLD GEBHARD ARCHITECT i1't 09-03-21 Name-Title Signature ly!r. Date 11 I Project Title: CIMINO RESIDENCE i Report date: 09/03/21 Data filename: I� Pagel of 9 W I Kicheck Software V�rslon a REScheck-Web QN ' Inspection Checklist nergy Code: 2018 IECC Requirements: 6.0%.were addressed directly in the REScheck software �Tezt in the "Com ents/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,tho user certifies that a code requirement will be met and how that is documented, or that an exception is bein claimed.Wh rel compliance is itemized in a separate table, a reference to that table is provided. Secflon fPlans'Verified IVie'Id Verified tom Iles? Comments//Lssum dons fPr�=lnspecti' n7PlanlRe4lew. p p &IRe JID Value ) Value 103A, Construction drawings and ❑Complies ,,Requirement will be met. 103.2 1 documentation-demonstrate 4❑Does Not [PR1]1 ;!energy code compliance for the Location on plans/spec:6 r ❑Not Observable �} building envelope.Thermal � ` 0 envelope represented on I❑Not Applicable Iconstruction documents. 103.1, II Constr ction drawings and ❑Complies 103.2, :Idocum ntation.demonstrate + El Does Not 403.7 energy�code co [lance for i [PR3]1 lighting and mechanical systems.) ❑Not Observable tJ Systems sexing multiple' !. 1❑Not Applicable !I dwelling units must demonstrate j�compliance with the IECC j l;Commercia Provisions. 161A, Heating an cooling equipment Is:;: Heating: Heating: ❑Complies 403:7 (sized per ACCA Manual lS based Btu/hr I Btu/hr jl,❑Does Not "[P.R2j2 on loads calculated perACCA Cooling: Cooling: ❑Not Observable Manuali j or other methods Btu/hr j Btu/hr approved by the code official C ;. []Not Applicable 41 Additional Comments/Assumptions: I f I I. �t Y I I il' I i I 1 High Impact(Tier 1) j -2 Medium Impact(Tier 2) j �3 Low Impact(Tier 3) j Project Title: CIMINO E JIDENCE Report date: 69/03/21 Data filename: Page 2 of 9 yl I Section I k #, Foundation Inspection. . Complies?' Comments/A'ssumptioris Req.ID:1. 303.2t1 IA protective covering is installed to ;❑Complies ;;Requirement will be met. ,[.FO11]?' ',,protect exposed exterior insulation 111Does.Not ;:and extends a minimum of 6 in.below :' Not Observable;Location on plans/spec:6 grade. ❑Not Applicable 403.9, ,Snow-and ice-melting system controls;❑Complies [FO12]2 R,installed. :❑Does Not ;❑Not Observable:: �I ❑Not A plicable Additional Comments/Assumptions: i i I k i i I ; d I k I I 1 IlHigh Impact(Tier 1) 11 2'JIMedium Impact(Tier 2) 11 3J Low Impact(Tie 3) Project Title: CIMINO RESIDENCE eport date: 09/03/21 Data filename: I Page 3 of 9 I Section I Vlans'VeAfied Field'VdAfiea Framigg//fRogg'h=1n 4nspectioa Compres? CornmantslAsiumptions' f&IRe :ID Value, Value 402.1.1, :1 Glazing 0-factor, (area-weighted U- ;; U- I;❑Complies ;;See the Envelope Assemblies 402.3.1, 1 average). I g❑Does Not table for values. 402.3.3, ,I 402.5 ❑Not Observable [FR2]1 DNot Applicable 303.1.3 U-factors of fenestration products. I❑Complies Requirement will be met. [FR.4]1 are determined in accordance ;❑Does Not . with the NFRC test rocedure or I :Location on plans/spec:5 p ';taken from the default table. ❑Not Observable;' j Not Applicable❑ 402.4.1.1 ;;Air barrier and thermal barrier ; I❑Complies Requirement will be met. [FR23]ld ;installed per manufacturer's I❑Does Not j instructions. Location on plans/spec:6 ❑Not Observable j I❑Not Applicable 402.4.3 ;j Fenestration that is not site built ; ❑Complies Requirement will be met. [FR20]1 ;{is listed ana labeled as meeting I ;❑Does Not 1 iAAMA/WD CSA101/I.S.2/A440 or has infilt tion.rates per NFRC '[]Not Observable 1:. ,1400 that do iot exceed code i[]Not Applicable limits. ] I 4.02Afs 'I IC-rategl recessed lighting fixtures ❑Complies ;:Exception: Requirement is [F:1116]2 ;sealed at housing/interior finish I []Does Not not applicable. ;and la eled to indicate s2.0 cfm l [❑Not Observable eakag at 75 Pa. ❑Not Applicable 403.3.1 MSupply and return ducts in attics ; ❑Complies [FR12]1 insulat d>= R-8 where duct is '❑Does Not I`>=3 lathes in diameter and>_ ; ❑Not Observable R-6 where 3 inches.Supply and, . return duct in the portions of I ❑Not Applicable the uildingfins late, >= R-6 for I (diaeter>=3'lnches and R-4.2 ;for<3 inches in diameter. 403.3.2 I Ducts,.air handlers and filter ❑Complies [FR13]1 boxes are sealed with ❑Does Not ;:Joints/seems-compliant:with ;1 International Mechanical Code or ;❑Not Observable International Residential,Code,as I ❑Not Applicable applicable. l 163F3�5 Building cavities are not used as ❑Complies [ R15j3 'ducts of plenums. f ❑Does Not I d + I[]Not Observable l ❑Not Applicable 167K3:(T,, Ducts partially or completely i ❑Complies 2) "buried in ceiling insulation have j ;❑Does Not ,[FR2613 an insulation R-value not less Ithan R-8,th,f sum of the ceiling '❑Not Observable i insulation R-, alue against and ❑Not Applicable above the top of the duft,and against]and below the bottom of ! ;the duct,is>=than R-19, 1 exclud ng the R-value of the duct 8 I insulat n. ,I F 1 High Impact(Tier 1) 112 11 Medium Impact(Tier 2) j 3 i Low Impact(Tier 3) b Project Title: CIMINO`RESIDENCE Report date: 09/03/21 Data filename: I Page 4 of 9 I d j� l i.Section Plans;Verifedl Eiel' I Verified) #.' (Framing!//Rough-In.Inspection Value. alue; I Complies'?, ( Co menu/.Assumptions; &Req.ID 1 40333?Tj Ducts declared to be within the ❑Complies [FR2813l (conditioned space are either 1) ❑Does Not ` scompletely within the continuous ' E air barrier and within the building ❑Not Observable 'thermal envelope,2)'buried Not Applicable within ceiling insulation in i I ;.accordance with Section 4 }R403.3:6 and the air handler is t`located completely within the 1 ?continuous air barrier and within I' jthe building thermal envelope ' d and the duct leakage is<= 1.5 cfm/100 square feet of conditioned floor area served by the duct system,or 3)the ceiling insulation R-value installed against and above the insulated `duct>=to the proposed ceiling Insulation R-value, less the R- l value of the insulation on the 1403:4 ,HVAC piping conveying fluids ;; R- R- ❑Complies ;, ,[FR17]2' above 105 QF or chilled fluids J I' :❑Does Not }below 55 QF are insulated to aR- ;�� ❑1, ; Not Observable 3. I: �❑Not Applicable 403.4.1 j Protection of insulation on HVAC ❑Complies I [FR24]1 piping. PDoes Not @J []Not Observable ❑Not Applicable 403:5.3' Iflot water pipes are insulated to R- It- ;❑Complies i [FR18]?' �,aR-3. I. ❑Does Not g I ;❑Not Observable :❑Not Applicable 403:6, ',Automatic or gravity dampers are ❑Complies (Require lent will be met. j[FR19]1?' I installed on all outdoor air ❑Does Not intakes and exhausts. ,, ❑Not Observable I, I IONot Applicable Additional Comments/Assumptions: d I I I' I 11 11-ligh Impact(Tier 1) j 2' Medium impact(Tier 2) 1 3) Low Impact(Tier 3) ` Project Title: CIMINO RESIDENCE Repgrt date: 09/03/21 Data filename: Page 5 of 9 k I ,Section I Plans'Verified-� IFie'id'Verified I. ; iln�ulation Ilns.pection Complies? ( Comments/Assumptions &!Re AD, 1 Value Value 303:1 i'All installed'ns lation is labeled ( ❑Complies ;?Requirement will be met. [IN13]z ;!or the installed R-values :❑Does Not provided. ❑Not Observable I ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ;OComplies ;;See the Envelope Assemblies 402.2.6 i ❑ Wood ElWood :❑Does Not ;table for values. [IN1]1 i �❑ Steel Steel ;❑Not Observable ,4! I ❑Not Applicable I I I 7 303.2, Floor i ulation installed per I ❑Complies Requirement will be met. 402.2.8 manuf cturer's Instructions and ❑Does Not [IN2]1 j in substantial contact with the Location on plans/spec:6 underside of the subfloor,or floor; ❑Not Observable framing cavity insulation is In ❑Not Applicable ,i contact wit the top side of ;sheathing, r c ntinuous insulation is in ailed on the I underside of.flo r framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value.if this is al R- R- I;❑Complies ;See the Envelope Assemblies 402.2.5, ;mass wall with at least'/:of the ❑ Wood ❑ Wood ❑Does Not I table for values. 402.2.6 jwall insulation on the wall ❑ Mass I ❑ Mass bNot Observable [IN3]1 .;exterior,the exterior insulation requirement applies(FR10). ❑ Steel ;I❑ Steel UNot Applicable I I j 303.2 ;Wall insulation installed per f ❑Complies ;Requirement will be met. [IN4]1 ;manufacturer' 'instructions. Does Not I I :Location on plans/spec:6 ;i ❑Not Observable I j ;❑Not Applicable Additional Comme s/Assumptions: " ! I I I 'P ' I I I I II I 1I High Impact(Tier 1) 11,2 11 Medium Impact(Tier 2) 3 I Low Impact(Tier 3) 1 Project Title: CIMINO RESIDENCE Report date: 09/03/21 Data filename: . Page 6 of 9 I � I k I .Section; Plans:Verified[ Fielc�fVeriffedl # ! Final Inspection;Provisions I I Complies?, Cor�mepts/Assumptions. V. Req.ID al'ue• Value; 11402.1.1, j,Ceiling insulation R-value. R- R- ;❑Complies ;See the 9nvelopeAssemblies 402.2.1, ❑ Wood ❑ Wood ❑1. Does Not table for values. 402.2.2, ❑ Steel ❑ Steel :❑Not Observable !402.2.6 I[Fil]1 ; ;; :❑Not Applicable 303.1.1.1,;;Ceiling insulation installed per ❑Complies 1 Req irement will be met. 303.2 ;;manufacturer's instructions. ❑Does Not I [FI2]1 ;;Blown insulation marked every ❑Not Observable Location on plans/spec:6 :300 ftz. 1 ❑Not.Applicable 402:23 l Vented attics with air permeable ❑Complies ;Require nt will be met. [FI22]? "insulation include baffle adjacent ❑Does Not 1':to soffit and eave vents that ❑Not Observable :Location on plans/spec:6 ;,extends over insulation. ❑Not Applicable li 402.2.4 ;Attic access hatch and door ;; R- R- ;❑Complies ;Requirement will be met. I[FI3]1 11nsulation aR-value of-the I; :❑Does Not adjacent assembly. �Loc� Ion on plans/spec:4 1 RR ;❑Not Observable ll I; 1❑Not Applicable !402.4.1.2 Blower door test @ 50 Pa. <=5 ;; ACH 50= ;; ACH 50 = ;❑Complies ;;R�qi�irement will'be met. I[FI17]1 i.ach in Climate Zones 1-2,and 1 ;❑Does Not ,<=3 ach in Climate Zones 3-8. 1. ;❑Not Observable {� ;E]Not Applicable I 1403.3.3 ;;Ducts are pressure tested to cfm/100 ;; cfm/100 ;Complies [FI27]1 i.determine air leakage with I, ftz ftz 1❑Does Not [either: Rough-in test:Total leakage measured with a []Not Observable pressure differential of 0.1 inch ; Not Applicable ,w.g.across the system including 1 1 ;;the manufacturer's air handler ; Lenclosure if installed at time of "test.Postconstruction.test:Total leakage measured with a „pressure differential of 0.1 inch I ; "w.g.across the entire system , 1 ,. , ��including the manufacturer's air [handler enclosure. 403.3.4 ;,Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies 111 [FI4]1 cfm/100 ft2 across the system or 1 ftz ftz 1❑Does Not u <=3 cfm/100 ft2 without air :❑Not Observable handler @ 25 Pa.For rough-in ' Itests,verification may need to ;❑Not Applicable "occur during Framing Inspection. 403.3.2.1 Air handler leakage designated I❑Complies [FI24]1 ,,by manufacturer at<=2%of + ❑Does Not design airflow. Mq q{ ❑Not Observable I' f ❑Not Applicable 403:1.1 Programmable'thermostats I ❑Complies [Fl9]2 i:installed for control of primary , ❑Does Not I II heating and cooling systems and ;initially set by manufacturer to ❑Not Observable Y j ;;code specifications. ❑NOt Applicable 403:11.2' ;;Heat pump thermostat installed LJComplies ;[f110]? Bon heat pumps. I ODoes Not I ❑Not Observable $ ❑Not Applicable 403.5:1. ,;Circulating service hot water ❑Complies [F1JJ]2 (systems have automatic or I❑Does Not ;faccesslble manual controls. 6 �❑Not Observable P; {❑Not Applicable 11 JJHlgh Impact(Tier 1) 11 Z Medium Impact(Tier 2) 1 4)IlLow Impact(TW 3) Project Title: CIMINO RESIDENCE Repoh date: 09/03/21 Data filename: Page 7 of 9 I Settion IPlansverified. Ple'ld Verified ! Wi'ne7 ins ection IPrtiisi ons 1, 'comofle0 Coirnments/Assumptions lRecISDp Value Value '411316 1 IjAll mechanical ventilation system; ❑Complies [FI251z `]fans n t part of tested and listed ❑Does Not Ij HVAC�quipment meet efficacy and air flow limits per Table ❑Not Observable �;R403.6.1. [Not Applicable 4032_ If Hot wager boilers supplying heat ! ❑Complies [F.12612 ll through one-or two-pipe heating j ;[]Does.Not !systems ha ye outdoor setback control to loWerh boiler water ;❑Not Observable �temperatur6 b+ed on outdoor I ❑Not Applicable ;I Iltem erature. 1 ;I 403f5)11 ";Heated water circulation systems` ❑Complies [F128]z it have a circulation pump.The I❑Does Not ;I !system return pipe is a dedicated; return p pe or a cold water supply, ❑ 'r Not Observable ;, ij pipe.Gravity and thermos- ❑Not Applicable �lsyphon circ lation systems are not present.Controls for l j circulating hot water system ! pumps!start the pump with signal] :for hotlwater demand within the I +occupancy.Co trots i automatically t�rn off the pump when water is in circulation loop " I is at set-poiht temperature and I no demand for hot water exists. 4015A.2 ;Electric hea trace systems i❑Complies [FI29]z 'comply with"IEEE 515.1 or UL 1 l El Does Not j ;j 515.Controls automatically ; 1 q adjust khe energy input to the ❑Not Observable ,I !heat tracing to maintain the 1. ,❑Not Applicable !desire water temperature in the �piping. • 4036522 11DemariU recirculation water ❑Complies F130]z I!systems have controls that ❑Does Not {I manag operation of the pump (;and limit the temperature of the -]Not Observable liwater entering the cold water ❑Not Applicable fi piping to<4 11Q49F. l { I 403!5A ;Drai water he.t recovery units 1j❑Complies [FI3P]Z ;testtl in accor ance with CSA ❑Does Not �i B55.1.Potable water-side " pressure loss of drain water heat i ❑Not Observable recovery units<3 psi for ❑Not Applicable jj individu I units connected to one i jl 44 ((or two showers.Potable water- Ijside pressure loss of drain water I . I heat recovery units<2 psi for !individual units connected to f ;three of more showers. I; 404.1 90%o more of permanent ❑Complies [FI611 'fixtures have h h efficacy lamps.' ❑Does Not i �❑Not Observable l I❑Not Applicable `404s1T1 Fuel gas lig ting systems have i❑Complies II [FI23]3 . j no continuos pilot light. ;❑Does Not i ❑Not Observable I ! ;❑Not Applicable 401:3 Compliance certificate posted. 1 !❑Complies :;Requirement will be meta' [FI7,]2 j ❑Does Not ;'[]Not Observable ❑Not Applicable I 1 j High Impact(Tier 1) 2 Medium Impact(Ti er 2) ! �3 Low Impact(Tier 3) Project Title: C'MINO E IDENCE Report date: 09/03/21 Data filename:I Page 8 of 9 Y I !! I Section I EieW Verified' I I flans;Verified' I # Final Inspectron Provisions; . I Complies? I Comments/Assumptions 1&Req.[D,;. Value,. Value; 303t3, �Manufacturer.manuals for ElComplies 11 mechanical and water heating E]Does Not isystems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: i I I I I I I I y I i I I � ► h' I I k �d I � 1 High Impact(Tier 1) 112,111VIedlum Impact Tier 2) 1133 IlLow Impact(Tier 3) i Project Title: CIMINO RESIDENCE 114port date: 09/03/23. Data filename: I I Page 9 of 9 i OCCUPANCY OR APPROVED AS NOTED USE IS UNLAWFUL DATE: B.P.# WITHOUT CERTIFICATE 9� S' FEE: o BY: ` OF OCCUPANCY NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION TWO REQUIRED FOR POURED CONCRETE COMPLY WITH A'-L CODES OF 2. ROUGH - FRAMING & PLUMBING NEW YORK STATE & TOWN CODES 3. INSULATION AS REQUIRED AND CONDITIONS OF 4. FINAL - CONSTRUCTION .MUST BE COMPLETE FOR C.O. SOU?HOL2 TOWN'ZBA ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW SOUTHOL"TOWN PLANNING BOARD YORK STATE. NOT RESPONSIBLE FOR SOUTHOLD TOWN TRUSTEES DESIGN OR CONSTRUCTION ERRORS. N.Y.S.DEC Fire separatiori< PURSUANT STORM HATER RU�dOFr- required as per URSNYS Code OF THE TOWN CODE,rER 236 TRUSS PLACARDING REQUIRED B=FRMVMW"Ora�Qum� s All exterior lighting PLUMBER >=RTIFICATION installed, replaced or ON LEAD CONTENT BEFORE repaired shall conform pERTIFICATE OF OCCUPANCY to Chapter 172 SOLDER USED IN WATERof the Town Code SUPPLYSYSTEM CANAIC7 EXCEED 2/10 OF 1°i ' " Blower door PLUMBING and ductwork ALL PLUMBING WASTE testing required. &WATER LINES NEED TESTING'BEFORE COVERING Must provide Manuals D,I.and S as per NYS Energy Code RIDGE VENT. f--1R I D6E VENT. NOTES, SPEC 1 F I CATIONS 4 DETA I L.S -12 CLIMATIC 4 GEOGRAPHIC DESIGN CRITERIA - TABLE R301.2(I) GROUND WIND DESIGN 5UB�ECT TO DAMAGE FROM ICE 12 SNOW SEISMIC WINTER BARRIER FLOOD AIR MEAN FIBERGLA55 5HIN6LES SPEED TOPOGRAPHIC SP G WIND-BORNE DESIGN FROST LINE DESIGN UNDERLAYMENT T HAZARDS FREEZING ANNUAL LOAD (mph) EFFECTS REG ON DEBRIS ZONE CATEGORY WEATHERING DEPTH TERMITE TEMP REQUIRED INDEX TEMP 12 20 150 NO P1O I Mlle from Coast B SE FT BF E VERE 13OF 3 Mod to Hea SEE BELOW YES e ans Office 5qq 51°F xam in rs WINTER DESIGN TEMP I and Fire � � O ' �_[J° 12 • INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LE55 THAN 68"F AT A POINT 3 FEET'ABOVE THE FL OR ON THE DESIGN HEATING Z DAY • SYSTEM DESIGN SHALL BE BASED ON MAX 12"F HEATING,MINIMUM 15°F COOLING • DEGREE DAYS(NY LA GUARDIA)4811,WINTER DE516N TEMP 15°F,DRY BULB 8q°F,NET BULB 15°F(2020 IPC APPENDIX D) • AS PER NY58G 2020 CHAPTER 16 SECTION 160q AND A56E 1 2016,WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS 15 B ... VINYL SIDING _ .... ..... ........ ... .. _...._ • G OR BOTH SOUTH SHORE AND FIRE ISLAND -- GENERAL NOTES SITE NOTES v 12 VINYL SIDING 1. THE DESIGN COMPLIES WITH THE 2020 RESIDENTIAL CODE OF NEH YORK STATENC AND REFEREED W STANDARD WFGM 2018. I.PITCH GRADE AWAY FROM BUILDING. PROVIDE _ 2. THESE DRAWINGS DO NOT INCLUDE COMPONENTS NEGE55ARY FOR CONSTRUCTION SAFETY. 2.PROVIDE DRY WELLS AS REQUIRED. O 12 CONTRACTORS ARE 50LELY RESPONSIBLE FOR SUCH COMPONENTS. 3.ALL TREES WITHIN 15'OF CONSTRUCTION TO BE PROTECTED. FLASHING 3. BUILDER TO OBTAIN CERTIFICATE OF OCCUPANCY(GA) 4.ANY LANDSCAPING DAMAGED BY CONSTRUCTION OPERATION SHALL BE REPLACED. 4. BUILDER TO CARRY WORKMANS COMP.INS. IN AMOUNTS AS REQUIRED BY LAW. AS REQUIRED. n 5. ALL WORK SHALL BE FULLY GUARANTEED FOR ONE YEAR AFTER G.O.15 ISSUED. 5.ALL CUR135,SIDEWALKS,ETC.DAMAGED SHALL BE REPLACED. LL 6. OWNER TO BE RESPONSIBLE FOR FINAL SURVEY AND COSTS AS REQUIRED BY BUIDIN6 DEPARTMENT. T ARCHITECT HAS NOT BEEN RETAINED FOR ANY FIELD SUPERVISION OR INSPECTION. EXGAYATION NOTES 8. DRAWINGS ARE NOT TO BE SCALED BY CONTRACTOR.ANY DISCREPANCIES ON DRAWIN65 ARE To BE BROUGHT TO ARCHITECT'S ATTENTION IMMEDIATELY PRIOR TO CONSTRUCTION. cl. THIS ARCHITECT HAS BEEN RETAINED FOR WORK SHOWN ON THIS DRAWING ONLY. ARCHITECT 15 NOT I.EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO LINES AND GRADES DOWN TO RESPONSIBLE FOR OTHER ALTERATIONS AND CONDITIONS. 5PEGIFIED LEVELS. 2.ALL TOP 501E TO BE STOCK PILED FOR FUTURE USE.ALL EXCAVATED GOOD 2'-2" DESIGN LOADS MATERIAL NEEDED FOR BACK FILL,TO BE STOCK PILED SEPARATELY,NOT NEEDED 21_011 _ _ _..... ...... .._ .. _._.............. ..... . ............. . ... .... ...... ... - _._. DESIGN LOADS ARE IN COMPLIANCE w/SECTIONS R301.4,R3015 4 301.6 3.BACK FILLL SHALL BE PLAND ACED IN 12LE °ELF f5 dIAL OGOMPAGT FF,7 TO q5%O BE LEGALLY F MODIFIED FROM I PROVIDE _ .._ QI 1.T . O _ FLASHING O R000tN LOADS 45 trAGBTLE R301.6 4 R3o1 ION Rao _ -:.:_,.: _ �) NFORGIN6 NOTES IS P5F ALLO IONS COMPLY w/SECT PROCTOR DENSITY DEAD LOAD I RE ATTIC, LOADS: m115 STORAGE 20 PSF TABLE 4 I ASGE(PAGE 13) WIND LOAD: 130 MPH I. ALL REINFORCING BARS TO BE OF THE DIAMETER SHOWN DEFORMED INTERMEDIATE FLOOR LONON ADS: to P5F_ ABLE 4-I ASGE(PAGE 13) - E(PAGE 40) GRADE NEW BILLET STEEL CONFORMING To ASTM A 12 PROVIDE ALUM. LIVE LOAD 40 P5F T60,000 P51. FROM FIGURE R3012.1.5.1615 GRADE 60 HAWING A DESIGN STRENGTH OF PROVIDE PROVIDE STEP FLASHING DEAD PSF-TABLE 4-I ASGE(PAGE 13) TYPIG�COVER EARTH AND 2 FOR BARS PLACED AGAINST FORMS UNLE55 LOAD to WALL LOADS: 2. R ALL REINFORGIN BARS BE THREE(3) INCHES FOR BARS DEAD LOAD 15 PSF :: 12 UPLIFT: WIND EXPOSURE'B'CATEGORY SEISMIC LOAD: CATEGORY G OTHERWISE 5HOWN. FLASHING SPECIFIC LENGTHS ARE SHOWN ALL SPLICES TO -_ FIBERGLA55 SHINGLES= LE R602 UNLESS x 6"SPACES,#10 x#10 GAUGE WHICH SHALL F S G FROM AF 4 PA WOOD FRAME IND EXPUCTIRE MANUAL 3 ALL BARS TO BE CONTINUOUS '' 2nd FIN FL $E FORTY(40)BAR DIAMETERS MI 2 4.WELDED WIRE FABRIC(WWF)TO BE TAB •� I CONSIST OF GOD(DRAWN MEMBERS HAVING AN ULTIMATE STRENGTH NOT LESS THAN FASTENING SCHEDULE FROM 2020 NY5RG 10,000 P51.WWF TO BE PLACED AS SHOWN ON THE PLAN. IZ ITEM DESCRIPTION OF BUILDING ELEMENTS LIMBER AND TYPE OF FASTENER° a SPACING AND LOCATION 5.ALL REINFORCING TO BE SECURELY FASTENED TO RESIST MOVEMENT DURING �-FIBER6LA55 SHINGLES ROOF CONCRETE 6.WELDED WIRE PLACEMENT. EM I G TOF EQUIVALENT STEEL AREA MAY BE SUB TI 12 �4 4-8d box(2 "xO.1I3")or REINFORCING BAR ioRID. 5 TU7ED FOR ANY 1 BLOCKING BETWEEN CEILING JOISTS 3-8d common(2}"xO.131")or OR RAFTERS TO TOP PLATE TOE NAIL CONCRETE NOTES 1Z nails 3-o O 31"3"xO.128°);or _ � 4-8d box(2 "x0.113")or i 2 r PER JOIST, OE NAIL E f 'c - 3 P51 ®28 DAYS UNLESS OTHERWISE NOTED. GONG. 3 8d common(2�"x0.131")o L GO GRETE TO B ,500 I'- " 2 CEILING J015T TO TOP PLATE 5T,T STEPS TO BE 350(a f'c®28 DAYS _ 3-IOd box(3"x0.128");or 15'-�" 3-3"x0.131"nabs 2. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED. imin CEILING JOIST NOT ATTACHED TO 3. 501L VALUE A55UMLED AT=-I TON PER SQ.FT.AT DEPTHS NOTED. 501E CONDITIONS TO BE 0 - 4-lOd box(3"xO.128")or VERIFIED PRIOR TO CONSTRUCTION.WATER FRONT OR PROPERTIES IN CL05E PROXIMITY TO BcPUN-1 FLUTTED TAPPERED OVER 3 _ " BEACH,CANAL,WATER,ETC.TO PROVIDE THIS OFFICE WITH TEST HOLE DATA BY LICENSED PARALLEL LAPS I6d common(3 x0.162")or FACE NAIL O FIBERGLA55 GOLUMNS W/ PARTITIONS(SEE SECTION 0 -3'xO.131'nails OR CERTIFIED 501L MECHANIC. .... .... .... ; 4 4. BOTTOM OF EXTERIOR FOOTINGS TO BE 3'-0"MINIMUM BELOW GRADE. VINYL SIDING SQUARE GAP & BASE RSo252 AND TABLE R8025.2) 5. ALL FOOTINGS TO REST ON VIRGIN UNDISTURBED SOIL. A 16°X I6° 4 CEILING J015T ATTACHED TO PARALLEL N AB R802. 2 FACE NAIL OOTINGS SHALL BE ONE VERTICALLY I PIER HORIZONTALLY WHERE ELEVATIONS RANGE.F DO N TO RAFTER(HEEL JOINT)(SEE SECTION TABLE 5 6 0•�Oj T�INIZ Y CONCRETE R80252 AND TABLE R8025.2) 1. WALL FORMS TO REMAIN IN PLACE IN PLACE 3 DAYS MINIMUM. -TYPIGAL 5 COLLAR TIE TO RAFTER,FACE NAIL OR `F'-IOd box 0"x0.128")or 8. CURE AND SEAL ALL 5LA55 ON GRADE WITH 2 GOATS HORN CLEAR SEAL OR EQUAL. 3-10d common(3"xO.148")or FACE NAIL EACH OTHER q. CONCRETE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING FOR ALL WALLS AS VINYL SIDING - 14"x 20 GA.RIDGE STRAP TO RAFTER 4-3"x0.131"nails REQUIRED TO RE515T WIND AND CONSTRUCTION LOADS. L=_3 10. PROVIDE SAWED OR KEYED AND FORMED CONTROL JOINTS FOR SLABS AND WALKS ON 1st. FIN. FL. 3-I6d box nails(3 "xO.135%or 2 TOE NAILS ON ONE 51DE GRADE,AT 20'-O'MAXIMUM IN BOTH DIRECTIONS. f f 6 RAFTER OR ROOF TRUSS TO PLATE 2 r EACH 3 IOd Common na115(3"x0 148") AND I TOE NAIL ON II PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR ELECTRIC,PLUMBING 4-IOd box(3"x0 18")•o OPPOSITE SIDE OF E MECHANICAL,ETC. COORDINATE WITH OTHER CONTRACTORS,DRAWINGS,AGENCIES,ETC. 6RADE 4-3"xO.131"nails RAFTER OR TRU55� 12. CONCRETE FOUNDATION WALLS TO BE CAST MONOLITHIC.NO HORIZONTAL JOINTS SHALL BE 4-80 box(2 "x0.113")or PLACED IN WALLS. • --- I I I I I 3-8d common(2 "x0.131")or 13. ALL EXPOSED CONCRETE 5LAB5 TO RECEIVE ARGHITEGTURAL FINISH AND 5GORIN6 AS PER I 3-10d box on(2 128");or PLANS AND SPECIFICATIONS. ROOF RAFTERS TO RIDGE,VALLEY 14. NO CONCRETE OR MASONRY SHALL BE PERFORMED IN TEMPERATURES 40 DEGREES F.OR OR HIP RAFTERS OR ROOF RAFTER 3-3"xO.131"nails LESS. NO CONCRETE SHALL BE CAST ON FROZEN RFAGE5. O Z I I I I ( I I I I I I 1 SU TO MINIMUM 2'RIDGE BEAM 3-16d box nails(3 "xO.135");or 5. NO ADDITIVES SHALL BE PERMITTED WITHOUT WRITTEN PERM155ION FROM ARCHITECT. f I I I I I I I I ( ( I 12-Ibd common(31"x0.162")pr END NAIL 16. ALL FOOTIN65 TO BE 8"OR 6"PROJECTION ON EACH SIDE OF FOUNDATION WALL MIN.(2) 3-3"xO.I31"nails #4 REBAR5 CONTINUpU5,UNLESS OTHERWISE NOTED(SEE PLANS). 11. PROVIDE MINIMUM 2"x4"KEY BETWEEN FOOTINGS AND FOUNDATION WALL, - ---_---- - ----------- -- ----- WALL 15. ANCHOR BOLT SIZE AND MAXIMUM SPACING MU5T COMPLY WITH TABLES 3.2A,3.2E AND --- -- -- 8 STUD TO STUD(NOT A BRACED WALL Ibd commons( "x0.162') 24"o.c.FACE NAIL 3.2G,OF THE WFGM 2015.1"MIN.ANCHOR BOLT EMBEDMENT INTO CONCRETE FOUNDATION PANELS) IOd box 3"xO.128";or Ib"o.c.FACE NAIL WALLS AND 15'MIN. IN MASONRY BLOCKS,AS PER TABLES 3.21TAND 322.3.ANCHOR ( EA�5 3"xO.131"nails BOLTS MUST BE PROVIDED WITH 3"WASHERS,PER 32.2.3,AND ARE TO BE PLACED WITHIN ION I ND TO STUD AND ABUTTING STUDS AT I6d box(3 "x0.135");or 12"o.c.FAGS NAIL C FROM ANY CORNER,AND , TON FROM THE END OF EACH PLATE SECTION PER 35'-0" N T ELEVAT q INTERSECTING WALL CORNERS(AT 3" Iq. GRAWI..SPACE VENTS,IN AGGORDANGE w/SECTION 408 ARE TO BE LOCATED WITHIN 3'-O" BRACED WALL PANELS) Ibd commons(3j"x0.162") 16"0.6.FACE NAIL OF EACH CORNER OF THE BUILDING. BUILD UP HEADER(2"TO 2"HEADER Ibd common(3 "x0.162") I6"o.c.EACH EDGE FACE NAI 20.ALL FOUNDATION WALLS AT BASEMENTS TO RECEIVE BITUMINOUS WATERPROOFING. SCALE i4 - I'-0" ENERGY CODE COMPLIANCE STATEMENT lO WITH I"5PACER) Ibd box(3 "xO.1359 12"o.c.EACH EDGE FACE NAIL CARPENTRY NOTES 5-8d box(2 "xO.113")or I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL STATES II GONTIWOU5 HEADER TO STUD 4-8d common(21"xO.131")or TOE NAIL I. ALL WOOD 511-1-5,BLOCKING,NAILER5,ETC. IN CONTACT WITH MASONRY,CONCRETE OR SOIL 3-10d box "xO.128" TO 13E PRESSURE TREATED. S O r1 / GL THAT TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS f lied commons( "xO.162") 16,o.c.FACE NAIL 2• PROVIDE GALVANIZED STEEL TERMITE 5fi1ELD 8 SILL SEALER AROUND ENTIRE PERIMETER. PROPERTY AREA: 2�i,608.00 S.F. AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSEGGG (R401.2 AND 6401.2) 12 TOP PLATE TO TOP PLATE IOd box "xO.128";or 3. ALL NAILS,BOLTS,JOISTS HANGERS 4 FRAMING CONNECTORS TO BE HOT-DIPPED 12"o.c.FACE NAIL GALVANIZED. a 3°x0.1 i"nails 4. ALL JOISTS,RAFTERS,HEADERS 4 61RDER5 SHALL BE DOUG FIR fb 1550 P51 MIN.STUDS TO EXI STI NCB RE51 DENGE AREA: 1,� t I7.5ci S.F. GENERAL NOTE 6- I6d box nails(3 "xO.1629,or FACE NAIL ON ONE SIDE OF BE MIN.HEM FIR fb 850 P51. Mft PROJWT GOMPLAS 1"MM 13 DOUBLE TOP PLATE SPLICE 12-Ibd box(31"xO.1359,or END JOINT(MINIMUM 24: 5. ALL SHEATHING SHALL BE 1/2"DOUGLAS FIR EXTERIOR GRADE PLYWOOD, NAILED bd a 6" PORTION OF RES I DENGE TO BE REMOVED AREA: 54.00 S.F. ; :2-lod box(3"xO.128");or LAP SPLICE L.ENGHT EACH O.G.2 INTERIOR E INTERMEDIATE BLOCKING POINTS. COVERED WITH 15 LB.BUILDING PAPER (\� 12-3"x0.131"nails SIDE OF END JOINT) OR GELOTEX INFILTRATION BARRIER PROPERLY TAPED 4 SEALED. r r1 • TM 2020 N51 YOM STATE R✓E51D8dflAL CODE BOTTOM PLATE TO JOIST,RIM J015i, I..U commons(3 °x0.162") I6"oc.FACE NAIL 6. ALL 5UB FLOORS TO BE 3/4"PLYWOOD NAILED WITH TWIST NAILS a 6"o.G. PROPOSED Ist. FLOOR EXPANSION AREA: 1,,4b5.2"I S.F. 14 BAND JOIST OR BLOCKING(NOT AT l6d box(3�"xO.135");or 7. ALL HALL HEADERS,TRIMMERS SERS O BE MIN.5 STUDS UNDER PARTITIONST O$E DOUBLED BLOCK BETWEEN Jolsrs EXISTING GARAGE �1-t S.F. 1♦� CODE OR STAT1�, BRACED WALL PANELS) " 12"o.c.FACE NAIL UNDER PARTITIONS. BLOGK STUD WALLS a 1/2 STORY HEIGHTS d AT UNSUPPORTED EDGES 312.40 S.F. PROPOSED Ist. FLOOR REAR EXPANSION AREA: 41.cf I I 12 24 BOTTOM PLATE TO JOIST,RIM J0151, 3-I6d box nails( "xO.135%or 3 EACH 16"o.c.FACE NAIL OF PLYWOOD. 15 BAND J015T OR BLOCKING(AT 2-I6d common nails(31"xo.162")pr 2 EACH 16"o.c.FACE NAIL q. ALL GAP PLATES TO BE DOUBLED 4 NAILED WITH I6d a 12"O.G.LAP GAP PLATES AT PROPOSED FRONT COVERED PORCH AREA: 6443b S.F. • IM PLL043 i6 GOM OF NY STATE,C+V4nERS 23 n4ROUSH 52 BRACED WALL PANELS) 4-3"xO.131"nabs 4 EACH 16"ox-FACE NAIL CORNER. 4-Sd box(2 "x0.113")or 10. HEADERS OVER DOORS AND WINDOW5 UP TO 3'-0"WIDE TO BE(2)2x6 FOR OPENINGS 3'-0" 3-Ibd box(3?xO.I35")or TO 5'-0"USE(2)2x8;,UNLESS OTHERWISE NOTED. PROPOSED REAR DECKS AREA: I51.16 S.F. • TM 2=0 ENS;Z&Y WN5EIRVATM GORE OF NY STATE 4-8d common(2�"x0.13i");or TOE NAIL 11. FOR HEADERS OVFIR 5'-0"LONG USE DOUBLE JACK STUDS. FIRE/ SMOKE/ HEAT DETECTION 4--10d box(3'xO.128") 12. MIN.BEARING FOR JOISTS,BEAMS a STUDS TO ALL FLOOR CONSTRUCTION. PROPOSED 2nd. FLOOR EXPANSION AREA: 520.87 S.F. Ib TOP OR BOTTOM PLATE TO STUD 4-3"xO.131"nails 4. PROVIDE COLLAR RBEAMS AT RAFTERS ASIPER STATE a LOCAL CODES,(I6"o/c,® 4'-5" -7 p I.INSTALL SMOKE d CARBON MONOXIDE DETECTORS A5 SHOWN ON PLAN. 3-Ibd box(3 "x0.135"),.or ABOVE ATTIC FLOO1R) PROPOSED 2nd. FLOOR EXPANSION AREA: 550. ICJ S.F. 2- Ibd common nails(3J"x0.1b2");or END NAIL 15. ROOF FRAMING I5 DESIGNED IN ACCORDANCE w/THE PROVISIONS OF CH.3 OF THE W.F,G.M. 2.SINGLE 4 MULTIPLE STATION SMOKE ALARMS ARE ALSO TO BE INSTALLED IN CELLAR AND SHALL 3-IOd box(3"xO.128');or 2018 EDITION. BE INTERCONNECTED 50 THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS. 3"xO.131"nails 16. PARALLAM,MICROLLAM OR WOOD STRUCTURAL MEMBERS TO BE AS MANUFACTURED BY TJI POWER SOURCE FOR SMOKE ALARM 5Y5TEM I5 TO COMPLY w/R3155. 3-IOd box nails 'xO.128");or CORP.OR APPROVED EQUAL. OPOS D 2n FLOOR REAR EXPANSION AREA: 66.58 S.F. it TOP PLATES,LAPS AT CORNERS AND 2-l6d common nails(31"x0.162")pr FACE NAIL 1-f. MATERIAL FOR STRUCTURAL MEMBERS 15 To BE IDENTIFIED IN ACCORDANCE w/R502.1 3.CARBON MONOXIDE ALARMS SHALL BE PROVIDED WITHIN EACH DWELLING UNIT ON EACH STORY INTERSECTIONS MATERIAL FOR LOAD BRG.STUDS,PLATES,AND HEADERS ARE TO BE IDENTIFIED IN EXISTING C�ARAC�E AREA: 512.40 S.F. 4-3"x0.131"nails CONTAINING A SLEEPING AREA WITHIN 15 FEET OF THE SLEEPING AREA,PROVIDE MORE THAN ONE AGGORDANGE w/R602.1. / CARBON MONOXIDE ALARM IF NECESSARY.THE CARBON MONOXIDE ALARM 15 TO BE LISTED d x x0. ;or I& STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT,BORED,OR NOTCHED IN EXCESS OF THE LABELED AS COMPLYING w/UL 2034 OR GAN/GSA 6.1cl,AND 15 To BE INSTALLED AND MAINTAINED 2-8d common(2�"xO.131");or LIMITATIONS SPECIFIED IN FIG.R502.8.GILTS,NOTCHES,AND HOLES BORED IN ENGINEERED ,f O IN ACCORDANCE w/MANUFACTURERS INSTRUCTIONS AND SECTION R315 OF THE 2020 RESIDENTIAL 18 1'BRAGS TO EACH STUD AND PLATE 2- IOd box(3"x0.128");or WOOD PRODUCTS ARE NOT PERMITTED UNLE55 THE EFFECTS OF 50GH PENETRATIONS ARE \ TOTAL BU I LD I NCB AREA: 4,408.45 S.F• CODE OF NY5 AND SECTION gl5 OF THE 2018 IFC. 2 staples ies I FACE NAIL SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER,IN ACCORDANCE w/R502.8.2. - x x ;or STUD DRILLING 4 NOTCHING ARE ALSO TO COMPLY w/R&02.6.(5EE DETAIL) % LOT OCCUPANCY I L� g % 4.INSTALL HEAT DETECTION IN GARAGE A5 PER 2020 NY5 RESIDENTIAL CODE SECTION R3142.3 2-Sd common(2 "x0.131")pr A. IN ACCORDANCE w/SECTION R312.1,REQUIRED GUARDS FOR HANDRAILS ARE TO HAVE Iq I"xb"SHEATING TO EACH BEARING " GAPS THAT DO NOT'ALLOW PASSAGE OF A 4"0 SPHERE 2- IOd box(3 xo.128");or 3 PORTION OF 0 ELECTRICAL NOTES FACE NAIL 20.STAIR TREADS SHALL BE 1 Y4"THICK CLEAR OAK,UNLE55 NOTED. F�f 77p, RESIDENCE TO �� 2 staples I"crown,Ib a. I " Ion 21. INTERIOR TRIM SHALL BE CLEAR MATERIAL UNLESS OTHERWISE NOTED. BE REMOVED \ PROPOSED REAR 2. ON NEW WORK 13AS1. ALL HORKSHALL E DID O 200 AMP SERVICE.OMPLY HITH THE ELECTRICAL GODS AND LOCAL UTILITY CO. 5-8d box(2YxO.II3'9 or 3-Sd box(2}"x0.131")or 22'HALL d CEILING FINISHES ARE TO HAVE A FLAME SPREAD ANCLASSIFICATION IN NOT GREATER THAN 200 A SMOKE DEVELOPED INDEX NOT GREATER THAN 450,IN ACCORDANCE w/ 34.93 S.F. 3. ALL WIRING TO BE MIN.14 AWG. R316.3. DEGKS 3-tap common(3"x0.128");or 25.ALL CL05ET SHELVES TO BE a/4"x12"CLEAR PINE UNLE55 OTHERWISE NOTED. 4. CONVENIENCE OUTLETS TO$E 18"A.F.F.,UNLESS NOTED OTHERWISE. , 151.16 S.F. 2,0 I"x8"AND WIDER 5HEATIN6 TO EACH 3 staples I' crown,Ib a.,I ' Ion 5. PROVIDE GROUND FAULT INTERRUPTER OUTLETS A5 PER GORE. �� 24.PROVIDE ly4"WOOD CLOTHES ROD IN ALL CLOSETS. PROPOSED 2nd. 6. ELECTRICAL CONTRACTOR TO PROVIDE HOOKUPS FOR HEATING AND AIR CONDITIONING BEARING Wider than 1"X8° 25.CERAMIC TILE SURFACES 4 INSTALLATION ARE To COMPLY w/R f02.4,OTHER FINISHES TO JillSYSTEMS. FACE NAIL COMPLY w/R-f02.5, d R'702.6. FL. EXPANSION �(.+ 4-8d box(2�"xO.113');or 1. ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING STRUCTURAL COMPONENTS MUST b6.58 5.F. COMPLY w/SECT.E3402. 3-8d common(2�"xO.131");or ROOFING / SIDING NOTES 8. PROVIDE MAINTENANCE CLEARANCE AROUND CIRCUIT BOX,BOILER,ETC.SEE SECT.E3405. 3-IOd box(3"x0.128");or I. ROOF COVERING MATERIALS ARE TO COMPLY w/SECTIONS Rg02,R904,d R905 AND ARE PROPOSED 15t. FL. q, ELECTRICAL CONTRACTOR TO COORDINATE WITH OTHER TRADES. 4 sta ies I"crown,Ib a.,i " Ion TO BE IDENTIFIED ACCORDANCE w/RC104.4.ROOF DRAINS ARE TO BE INSTALLED IN REAR EXPANSION � FLOOR ACCORDANCE w/R9O3.4.DRAWINGS AND DETAILS TO BE SUBMITTED. q-J•cll g•F• f _ TABLE R404.I.2 I 4-8d box(2 "x0.113°);or 2.ASPHALT 5HIN6LE UNDERLAYMENT 15 TO COMPLY w/SECTION Rg05.23.SELF SEAL STRIPS EXISTING MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLS 3-8d common(2�"xO.131");or AND FASTENERS ARE TO COMPLY w/RgO5.2.4 4 R905.25.DETAILS OF ASPHALT SHINGLE f RE5IDENGE 5.0 6.0 MAXIMUM UNSUPPORTED 21 J015T TO SILL,TOP PLATE OR GIRDS 3-10d box(3"xO.128");or TOE NAIL ROOFING INSTALLATION ARE TO BE SUBMITTED.FOR ROOF SLOPES OF 4/12, DOUBLE 16115q 5 F.f . \ � HEIGHT OF BASEMENT WALL LOCATION OF HORIZONTAL REINFORCEMENT 3-3"x0.131"nails UNDERLAYMENT IS REQ'D.IN AGGORDANGE w/R9052.1.THE REQ'D UNDERLAYMENT 15 TO CONFORM w/A5TMD726,TYPE I,OR A5TM D486q,TYPE I IN ACCORDANCE w/R9052.3 �T) RIM JOIST,BAND JOIST OR BLOCKING 8d box(2 "x0.113") 4"o.c.TOE NAIL 3.FOR ROOF SLOPES,ICE PROTECTION THAT CON515T5 OF AT LEAST 2 LAYERS OF 8d box(2 "x0.131");or UNDERLAYMENT CEMENTED TOGETHER,OR A 5ELF ADHESIVE POLYMER MODIFIED BITUMEN PROPOSED 2nd. S 8 ONE NO.4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY AND 22 TO SILL OR TOP PLATE(ROOF IOd common Halls(3"x0.128")pr 6"o.c.TOE NAIL �T•15 TO BE USED 4 15 TO EXTEND FROM THE EAVES EDGE TO 24"MIN. INSIDE THE 5 EXPANSION f ONE NO.4 BAR NEAR MID-HEIGHT OF THE WALL STORY APPLICATIONS ALSO) EXTERIOR WALL LINE OF THE BUILDING IN ACCORDANCE w/Rgo5.2.1. 3-3d box nails 4.FLASHING MATERIALS ARE TO BE C-ORRO51ON-RESISTANT AND INSTALLED IN ACCORDANCE 550.78 S.F. / PROP05ED 2nd. ONE NO.4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY AND / \ FL. EXPANSION Z 8 3-Sd box(2 "x0.113")or w/R103.8.5,Rg03.2, 4 RgO5.2.8. O ONE NO.4 BAR NEAR THIRD POINTS IN THE WALL STORY 2�0.53 S.F. 12-8d box(2�"xO.131")or 5.HOUSE WRAP MATERIAL OR BUILDING FELT 4 ITS INSTALLATION ARE TO COMPLY w/R1032 p 9 23 I"xb"5UBFLOOR OF LE55 TO 3-Lod common(3"xO.128");or FACE NAIL 6.WEATHER RE-515TANT 51DIN6 ATTACHMENT AND MIN.THICKNESS ARE TO COMPLY w/ f m TABLE R4022 FAGH FLOOR 2 staples 1°crown,Ib ga.,Ii"long 03.6.3 MINIMUM SPECIFIED 6OMPRE551VE STRENGTH OF CONCRETE 3-Ibd box(3 "x0.135");or PLUMBING NOTES 24 2"SU13FLOOR TO J015T OR GIRDER BLIND AND FACE NAIL PROP05ED ISt. f, , MINIMUM SPECIFIED COMPRESSIVE STRENGTH' fj 2- I6d common(3�"xO.162") FL. EXPANSION PROPOSED FRONT TYPE OF LOCATION OF I. PLUMBING TO CONFORM TO 2020 NYSUP AND LOCAL CODES. 2�1 ' O 13 33-r CONCRETE CONSTRUCTION WEATHERING POTENTIAL 25 2"PLANKS(PLANK dBEAM-FLOOR 6 3-I6d box "x0."xO ;or AT EACH BEARING,FADE NAIL 2. PROVIDE SHUT OFF VALVES ON ALL SUPPLY LINES AT ALL FIXTURES. COVERED PORCH ROOF) 2-Ibd common(3 "x0.ib2") 3. INSULATE ALL SUPPLY LINES A5 PER SCHEDULE. 1,465.2q S.F. ! m «i 3- Ibd common(3 "x0.162");or 4. PROVIDE FROST PROOF HOSE BIBS AS PER PLAN MINIMUM 2 PER NEN RESIDENCE. Q� ry 2a.11 644.55 S.F. NEGLIGIBLE MODERATE SEVERE BASEMENT WALLS,FOUNDATIONS AND OTHER 4-IOd box 0"x0.I289ior 5. ALL FIXTURES To BE AMERIGAN STANDARD,KOHLER OR APPROVED EQUAL,FURNISHED 4 NEW'DRI VEWAY, _ 54•6 7 `\ CONCRETE NOT EXPOSED TO THE WEATHER 2,500 2,500 2,500 26 BAND OR RIM JOIST TO JOIST 4-3"xO.131"nails;or END NAIL INSTALLED BY CONTRACTOR. LT 6. PIPING PENETRATIONS THROUGH FIRE-RATED WALL OR FLOOR AS 5EMBLIES ARE TO k�\ f EXPANSION BASEMENT SLABS ON GRADE,EXCEPT 4-3"xl4 a,s ies, "crown NAIL EACH LAYER AS 1. WATER b DRAINAGE PLUMBING IS TO BE INSTALLED IN AGGORDANGE w/GRAFTER 6. / GARAGE FLOOR SLABS 2 500 2 500 2 500 COMPLY w/R3113.1 f BASEMENT WALLS,FOUNDATION WALLS, 20d common(4"xO.lg2");or FOLLOWS: 32"O.C.AT TOP A 8. PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE COVERED w/A SLEEVE 2 f EXTERIOR 5 AND OTHER VERTICAL o0d OOd BOTTOM AND STAGGERED PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH IT,IN ACCORDANCE w/SECTION WALL A I AL f IV CONCRETE WORK EXPOSED TO THE WEATHER 2 500 3,0 3,0 2l BUILD-UP GIRDERS AND BEAMS, IOd box(3"xo.1289;or 24"o.c.FACE NAIL AT TOP 606 �0 ZPORCHES,CARPORT SLA55 AND STEPS 2-INGH LUMBER LAYERS 3-3"xO.131"nails AND 130TTOM STAGGERED ON g• PIPE SUPPORTS ARE To COMPLY w/SECTION 606. f N EXPOSED TO THE WEATHER,AND GARAGE 2,500 3,o0odel 5,500d,e,f And: OPPOSITE SIDES FLOOR SLABSStrength at 28 p51. 3-IOd box(3"xo 128�or pr FACE AND AT EACHSPLLIICE �I NDOW AND DOOR NOTES / w 3-O 3"x0.131"nails I. ALL WINDOWS AND SLIDING GLASS DOOR5 TO BE VINYL GLAD WOOD WITH INSULATED PROPOSED IV b. See table R3012(I)for weathering potential. 4- Ibd common(3 x0.135");or GLASS,5GREEN5 4 LOGK5 AS MANUFACTURED BY ANDERSEN OR APPROVED EQUAL f WIDE DRIVEWAY � C. Concrete In these bcatlons that Is"Ject to freezing and thawing dining construction shall be air-entrained concrete In LEDGER STRIP SUPPORTING 3-I6d common 01"x0.1559;o AT FAGH JOIST OR SIZES AND TYPES AS INDICATED ON PLANS.UNLE55 OTHERWISE NOTED. 28 2.ALL EXTERIOR DOORS TO BE INSULATED METAL,A5 MANUFACTURED BY BENCHMARK, f cf� accordance with Footnote d. d. Concrete shall be atr-entrained. Total air content(percent by volune of concrete)shall be not less than 5 percent or more than JOISTS OR RAFTERS 4-10d box Vx0.128");or RAFTER,FACE NAIL STANLEY OR EQUAL, SIZES AND TYPES AS INDICATED ON PLANS. FULLY n, / tf 1 percent. 4-3"xo.131'nails WEATHER-STRIPPED,LOCKS.UNLESS OTHERWI5E NOTED. V N e. 5ee Section R4022 for maximum cementitious materials content. 2-IOd box 3"xO.128";or 3.ALL INTERIOR DOOR5 TO BE 15/4"THICK,HOLLOW GORE,FLUSH BIRCH,U.O.N.ALL DOOR f f. For a floors with a steel-troweled finish,reduction of the total air content(percent volme of concrete)to not less than 2q BRIDGING OR BLOCKING TO JOIST JAMS AND BUCKS To BE CLEAR PINE. garage pe by 2-8d common(2�"x0.131";or FAGH END,TO NAIL ` D 3 percent Is permitted If the specified compressive str of the concrete is Increased to not less than 4,000 i. 2-3"xO.131" nails � GO D T O S ARE X ST 6 SS OTHERNISE NbTED ARCHITECTS NOTE PROPOSED ALTERATIONS date: 02 2210 08- 13 -21 08-31-20 07-0 1-21 +26-11 FOR ADDITIONS ALTERATIONS ONLY FOR 03-Oa-21 IRR C�ULA GUR�� MR. � MRS. GIMINO ���� L : r® I� �ebhard <�, - - THE ARCHITECT HAS BEEN RETAINED TO DESIGN AN ADDITION TO,RENOVATE OR LEGALIZE TH15 EXISTING STRUCTURE. BEFORE DESIGNING BEGINS,THE ENTIRE STRUCTURE 15 MEASURED AND EXISTING CONDITIONS ARE DRAWN. THE BUILDINGWEST SHORE ROAD, f E. GFe,9 `,,¢. drawn by: 155 STRUCTURE AND ITS STRUCTURAL INTEGRITY ARE VISUALLY INSPECTED AND NOTED. POTENTIAL PROBLEMS AND A r c h I t e c t HAZARDS ARE ADDRESSED AND REMEDIES ARE NOTED ON THE PLAN. i Z r"' D I ANA 60MEZ ., •� �• ..�•. NOT ALL EXISTING CONDITIONS OF A BUIDIN6 ARE EASILY AGGE55113LE FOR SOUTHOLD, NY INSPECTION BY THE ARCHITECT. 36� North We I I WOOd Avenue lYenUe THEREFORE,ARCHITECT'S LOOK FOR CLUE5,FOR EXAMPLE: CRACKS,DIFFERENTIAL SETTLEMENT,GRUMBLING,ETC... SUGGEST THAT THE EXISTING FOUNDATION MAY BE FAILING OR SETTLING OVER TIME. THE FOUNDATION MAY NEED TO BE Llndenhur5t, N.Y. I I75-7 1 job no: ." REPAIRED,REDONE OR REINFORCED,WHICH WILL BE SHOWN ON THE DRAWINGS. THIS IS ONE OF MANY OF THE S.G.T.M. NO. 1000-80-2-25 651-226-5-105 020I-1-44G ARCHITECT'S ROLES IN A PROJECT. FAX 226-aJO88 42151 TFLAN _ .. THIS ARCHITECT HAS INSPECTED THE EXISTING STRUCTURE AND FINDS IT TO BE STRUCTURALLY SOUND AS FAR AS THE HE6ARGH©YAHOO.GOM �� CONDITIPARAON 1155 DISCOVERED DURING DDEMOLI OF THIS PROJECT. EVERY�TION,CONSTRUCTCAUTION HAS BION OR INSPECTIOEEN TAKEN TO INSURE A BUILDING THAT I INSPECTOR TH1TURE 15 5 E. IF A SITE PLAN, FRONT ELEVATION, dwg no: SCALE I = ZO i-O ARCHITECT SHOULD BE NOTIFIED IMMEDIATELY IN WRITING 50 THE CONDITION OR CONDITIONS CAN BE RECTIFIED. NOTES $ DETAILS I OF NOTES, SPEC I F I CATIONS I$ DETA I L.S COMPONENT # CLADDING PRESSURE ZONE5- R501.2(7) 28'-3° (a=4'-0" IN ALL CASE5) a a a a °22'-O" 4 -( -} ' 3 1'-4" 11_511 /�_n�� . �I Cl Cl - I 2x12 TREATED _ _'. :.�.:,:-..: .:. . 1 I h 51 9 I 1 1 I 1 1 1 STRINGERS I 1— I 1 i 4 ® 2i 0 i 2 2 IQ 2 2' IQ L 0 a al Q EXISTING �— � �� 17'-O° � �� 4 I a I I I i 1 1 i I FOUNDATION WALLS - � r' � TO BE DEMOLISHED •- 2) g 10-a 5-8 0 I-- ------ - '© s 4 o i i _i i i V <'__10/ � _ v o a 31 2 2 3 a 3 2 3 3 2 3 a 2 - O q V TREATED ��� 14"(P GONGRETE FOOTING AS HALLS GABI F ROOFS o� �I�I u; — PER TABLES R50.7.3.1 AND ° LE RooFs HIP ROOFS n/ (10 59545°) (IO°S0S30°) �_ —= I -2x$-TRI=ATED LEDGER — N m �t I R4O1.4.1 OF THE NYS 2020 le s to°) ` €NT 1 P RESIDENTIAL CODE .:• :,, � — s.:;. ,-:• 2)2X 2 2X8 IQ =8d NAILS®b"o% A 9 `A •°'•�•�• Q2 IOd NAILS®b"o% h h . -�_ — — — — — — VENT. (� v TREATED q V TREATS _ 5600 MODULAR Q = IOd NAILS®b"o% (e s to°) h (10°SAS45°) (10° S9S30°) _1 I v -y+. I a� O a� O xI O EGRESS SYSTEM w/PL400 CONSTRUCTION ADHESIVE m I O G� WL SS E _J5 K �p = 13.6K (N I m d BY WELLGRAFT MOTE: a= 4'-0" IN ALL CASES) r - - -SEE SPECS. — _ Di ATTACHED 4,11 NOTE: ALL MECHANIC Ll L__J 2x8 Tfi�EfTED JEDGER AL CONNECTORS SHOYyN IN DETAILS ARE MANUFACTURED 31 -4 (2)2x12 BY USP STRUCTURAL CONNECTORS - OR APPROVED EQUAL, UNLESS NOTED #4 REBAR 12"0/C —RAFTERS TO RIDGE CONNECTION FLOOR TO FLOOR CONNECTION OPTION 'Al #4 REBAR 12"O/G IL PROVIDE ACCESS VERTIGAL MATGH EXISTIN XI T L5268-6'15 Ib5.UPLIFT VERTIGAL MATCH d) TO GRAWL SPACE DEPTH OF EXISTING BOILER DEPTH OF EXISTING x - AS PER R408.4 FOUNDATION AND H PROVIDE 5/8" EXISTING CONCRETE END LENGTH ONAL NAILS TMU2b-640 Ib5.UPLIFT (HOOD SHRINKAGE REFERENCE 3.48 (V � OUNDATION WALLS FOR NAILING BUGK�E OLTWARD ° t-• TYPE X F I REGODE 12° TY FOUNDATION AND I FOOTING CAUSE STRAP TO FOOTING Z t' SHEETROGK ABOVE GELLAR IS EXISTING BOILER 5'-0" REQUIRED @) a/I2 ° � EXISTING ? 15" UP ALL DIRECTIONS ° i j (6'-5" G.H.) � CATHEDRAL GE I L I N6 IN ADDITION TO RIDGE STRAPPING �x EXISTING COLUMNS `0 12/12 CLEAR SPAN TYPICAL LSTA E— C E L L A R ° 20 GA.I�Q80 Ib5.UPLIFT +G.M. EXISTING ° END LENGTH EXISTING CONCRETE 1XU � (7'-8" G.H.) 1 #4 REBAR 12"O/G 12' TYPICAL FOUNDATION WALLS 4"4) x a.11 STEEL i VERTICAL MATCH DEPTH " ° I MIN. ° COLUMN DN. TO CO x N STEEL I OF EXISTING FOUNDATION ° " FLOOR-TO-FLOOR 26x2bxl° GONG. FTC. I COLUMN DN. TO N AND FOOTING 1 _4 L5268 4 TMU26 INSTALLATION ©16"o/G FOR NAIL E 3.45 Ia.3K 26x26x1° GONG. FTC. EXISTING 2x8 F.J. EXISTING 2x8 F.J. 5'-O" 4'-8" TYPICAL LIGHT SLOPE HANGER FLOOR TO FLOOR CONNECTION OPTION 'B' � 21, � INSTALLATION � 16" o/G I EXISTING 2x8 F.J. SIZE OF HANGER DETERMINED BY SIZE OF RAFTER TYP'. GONNEGTION FOR TWO GRAHL SEAGE I I I I �;.;., .:�:; :. _;'.: ———— STOIRY APPLICATIONS x L——J _ POST ANCHOR DETAIL MINIMUM SHEAR HALL SEGMENT SIZE EXISTING N -- • - ASPEGT RATIO: H/L-< 3V2 � I " Z �� EXISTING COLUMNS *- W ►NA�1 HT. (H) - 2-4" IDTH W 4 � x a.11 STEEL GOL 6M oON. TO I I I ( lo-i 3'-0' X 2 x2 xl GONG. FTC. I W `!� j -15.5K EXISTING ONGRETE °s ° �' ° UPIHDS NSTALLATION II II Z I I TrPICAL FOUNDATI 1`I WAL!_S 13.SK �� '- I ( I _ ° ° � ° HO�LDOWN wr 5/8" EXISTING COLUMNS _ H 2" ° ° THIREADED ROD II — J — — — 2)2x12 �r PAU _ L GROSS SEGTI ON PAU loa NAILS ALL HOLES LEDGER DETAIL HURRICANE STRAP DETAIL �"m x 4i2" LONG 4"I X a.11 STEEL I I I I RT30F LAC? BOLEACHIEND/C 1 - qQ5 Ib5. UPLIFT 10d NAILS ALL HOLES O UN GAVATED COLUMN DN. TC �:. EXISTING 26x26x1° GONG. FTC. ly. l ► I v z d TYPICAL 5UH28R #4 REBAR 12"O/G r O Q 4 CONCRETE SLAB � z d WITH 6x6 #10/10 WWM O Q - OR NIL E 4B DECK JOIST TO VERTIGAL MATCH DEPTH EXISTING CONCRETE ci 2K i %p 4 I 18.8K OVER 6 MIL PVC - (L 0 ° ° 0 LEDGER INSTALL. OF E:XISTIN6 FOUNDATION FOUNDATION WALLS L- J Q L._ J VAPOR BARRIER � � I -w I -, � ° AND FOOTING z - ® q O/c I -0 - - ll- w 4"� x q.11 STEEL � TYPICAL RT16T ° ° STIUD TO FOUNDATION CONNECT ON I I I I I RIDGE STRAP DETAIL TRUSS/ RAFTER TO DOUBLE ° — J COLUMN DN. TO SIMPSON MST27 20 GA. METAL STRAP, - - N Q 20x20xIO GONG. FTC. ( EEL --A� w - PLATE INSTALLATION I6"O/G 12" MIN. ON STUD SURFACE cv EXISTING CONCRETE I •+,: I I I INSTALLATION @ 16 o/G GIRDER TO �-• -. (7'-8" G.H.) tv q `� �� FOUNDATION WALLS .� m 6•aK _ N -Il, LSTA24- COO Ib5. CONCRETE PIER DETAIL TYPICAL L5TA36 cv • I TO BE REMOVED (- (- —I (3)I3/"xll�/�" M.L. GIRDER m I �•', I I I UPLIFT 3/6"4) x 3�" LONG LAG BOLTS (OR EG2UIVALENT) :;:.:.: :'.:. �. ..: ::s. ;:�:• ,. S.D. _ I REFERRENCE5AB J —J REFERENCE TABLE A-3.6 FOR INAILIN6 FOR NAILING i 6�: WRAIP 4 NAIL STRAP AROUND N 15'-II" 58 ANCHOR BOLSILL fE 01ro" O/C T®36CH 5o/G , pj" 14'-O" 27'_10" g„ \� L5TAE36- I,305 Ib5.UPLIFT 18 GA,. I%"x36" 8" GONGRETE FOUNDATION I I ANCHOR BOLT DETAIL WALL ON A 8"xl6" 1� TY TALLATION — — — — — = P II GAL UPHDB INS GONGRETE FOOTING WITH I ( I 2/4 ANCHOR BOLT-TO-PLATE p PITCH DOWN I 2"x4" KEYWAY SLAB 2" -TO-STUD CONNECTION SHEAR WALLS ONLY - I _ (SLAB ON GRADE,ETG) TYP I GAL SHAG UPLIFT N 0 UPHDB-3,300 Ibs.UPLIFT (8)W53 WOOD SCREWS _ CONNECTION INSTALLATION FOR CORNERS R m '•a' _ ',. ,j'. OPENINGS 6'-0"OR GREATER .Ay. .4i.•y. LEGEND/ SYMBOL UNEXGAVATED I - - - - - - - - - - - - - - - - - GIRDER/ POS T/ FOOTING GONN. FOUNDATION PLAN I '�+: ® DENOTES LOCATION ON -EXISTING TO REMAIN WV ANCHOR BOLT®36"O/G 2�i-2 15 GA.Ir4"x3b" OI 0 •,: I I I - — — _ _-EXISTING TO BE REMOVED O IRDER (ROOF-TO-WALL,WALL-TO-WALL,AND KNLL O-FOUNDATIOW TABLE 3.4B UPLIFT STRAP CONNECTION REWIR&ENT5 (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) N m I i'-4" I I 16"O.6.PARTI ION I WITH 20 GYPSUM GG SERIES COLUMN CAP FASTEsr MILE wirvsPEED IMHP) WALLBOARD,BOTH SIDES UNLE55 O IOd NAILS ALL HOLES qO 100 I10 130 .,. „ I OTHERN15E NOTED. 4 CONCRETE SLAB - OOD POST FRAMING ROOF WMBER OF 8d COMMON NAIL5 IN EA. _ -5/8" TYPE 'X'FIRED RATED SPACING SPAN END OF 1-1/4"x 20 GAGE 5TRAP" WITH bx6 #10/10 WWM '� :C�:=�� '� _ — "'`>' `? _ ..: SHEETROGK AU SERIES POST ANCHOR OVER 6 MIL PVG - 2 3 12 24 I 2 2 3 VAPOR BARRIER I I - -- o RADE 2 i 2 2 a i CONCRETE FOOTING 32 I 2 3 4 0 PITCH DOWN 4" CONCRETE SLAB �T -1 ANCHOR BOLT 12 I 2 2 3 1 " ( WITH bx6 #10/10 WWM 36 2 2 3 4 SLAB 2 -CAST-IN-PLACE CONCRETE 20 1 2 2 4 dJ I OVER 6 MIL PVG RIDGE 5 16 VAPOR BARRIER TRAP DETAIL 24 2 2 3 ' " -DUPLEX REGEPTAGLE 32 2 2 4 ' 7'-10" 2 3 5 �- 13-6 I3'-2" 8" INSTALLATION © 16" o/G 3 5 CFI -FAUDUPLLTE NTERRUPTER RECEPTACLE W/GROUND LSTA24- q80 ibs. UPLIFT •�Aa4 6 20 2 2 2 4 FAULT INTER RECEPTACLE RUPTER WEATHERED REFERENCE TABLE 3.6A a 'C 19 2 24 2 2 3 5 }" FOR NAILING \� P� �' 32 2 3 4 6 PROOF Q\� 36 2 3 4 t 0 SWITCH �` 16 2 2 3 5 (11 :,.. �... },is :'• :;' 20 2 4 3 5 THREE WAY SWITCH 24 28 2 4 4 7 32 2 4 5 I J• _ TABULATED UPLIFT REQUIREMENT 3 5 8 JUNCTION BOX IN CEILING OF 10 P5F(2/3 x 15 P5F).IF A CEILING ASSEMBLY 15GNOT PRESENT LOR IF THE CEILING A55EMBLY I5 NOT GON ECTED TO THE ROOF A55EMMY, S.D. Q -HARD WIRED SMOKE DETECTOR THE TABULATED HIMBER OF NAILS SHALL BE INGREA5ED BY I MAIL AT EACH END OF THE TRAP. FOR EACH 5 P5F INCREASE IN 5IR LTURAI ° -HARD HIRED SMOKE DETECTOR ROOF CEILING DEAD LOAD THE TABllIATED NUMBER OF NAILS SHALL BE +G.M. CARBON MONOXIDE DETECTOR COMBO PERMITTED TO M REDUGEIS BY I NAIL. 2 FOR WALL-TO-WALL AND WALL-TO-FOUNDATION GONNEGTION5,THE TABULATED E.F. -EXHAUST FAN BROAN L150 C15 GFM MIN.) NUMBER OF NAILS SHALL BE PERMITTED TD BE REDUCED BY I NAIL AT EACH END 23'-10" 4 2'-4" 8'-O" 2'-4 OF THE:STRAP FOR EACH FlAl WALL ABOVE, 66'-4" PROPOSED ALTERATIONS dote: 02-II-21 O - -2 II-02-20 08-o�i-21 FOR RFp ar 08-51-20 0-7-off-21 MR. MRS. G I M I NOGI�'® l bI I�I I°� �y��� ' 03-Oq-21 A T I 0 N PLAN I55 NEST SHORE ROAD ' � E• GF°y drawn by: SOUTHOLD NY '' D I ANA 60MEZ SCALE 4" _ ('-O" 363 North Wei 1w00d Avenue u Lindenhurst, N.Y. II-15-7 job no: S.G.T.M. No. 1000-80-2-25 631-226-3�108 rr� _ 9 020I-7-44-G FAX 226-3088 FOUNDATION PLAN HE6,4RGH�YAHOO.GOM rz ' `.. dw g no: OF (90'-4" 28'-3" 17'-Oil 5'-Gil 15'-4" • PROVIDE 36" HIGH HANDRAILS WITH tY BALUSTERS (§5" O/G 22'-0" LINE OF ROOF _ DEGK ABOVE V ... x - \ O 1 O'-2 11 °)N \ G m (2)ix-8 ( I3/4"X 2 M. XZ" PLY. 24'-D" tY 2 6a 3_ EXISTING - GHIMNEY DEGK o O I p Q / 13.7K 8 O 15.4 N (2)13/4"A4 M.L. F.J. 4x6 W.P. 0 -► — 2)2x8 )13/411x 2" M.L;. ... ll_J 1 ' LINE OF PLY. \ J �� r WALL ABOVE / 7'-10" I`f. l� X O u x IL m I 15'-Oil / DEN N BATH m(10 G.H.) nKITGHEN_ 13 "A4 M.L. F.J. a 16" O G m 1 (BRIDGE Y3r POINTS) - 2 5HOHER SHELVES 13 'xl4 M. F. . � 16' O G o o In \\ , (BRIDGE � X3r POI T5) - N PANTRY 20x6a 1 0 8'-01 5'-4" 6'-Oil i 8'-Oil 4n 5'-0" PROVIDE SAFE - 5Ho 24x6a I I I 5'-Oil 6'-0" 6LAZIN6 AS PER ® �0 i STORAGE _ SECTION R308. .3 - , xl� ` cv I 1 = 2'-6" 2'-6" N ( - I 2°x68 I 1 N REF. EA��VE OF ROOF OF THE 2020 N 5 O _O 1 N / 1 RE5 GODS x68 21.7K N SINK S.D. \ SHELVES — 2I'-Oil +G.M. O IG.3K 2x10 S O !n M.G. d 3 ' 4x6 H.P. X� PLY. _ S D. 0.i SINK X QTuB = _ r _ - - - - - -_ =� SIRE RATED SELF -- _ +0 13 "A4 M. F.J. Irbil O G I I I r -m CLO51 N6 DOOR O .r r d z O F - I - - (BRIDGE . O NT_S) =cv }- �} LINE OF- - -- in N - -- -T - - - - - - - - - - � ® Q n xlt� W 15.5K ABOVE FLOOR/ 1 w 4x6 W.P. I I - 24X6a =N 2ax a ? +� / 3� 13.8K \\ I ( i ® STRAPPING FOR FRAMED OPENINGS DET. �-- L m EXISTING WALLS, WINDOWS, ETC. e+� POCKET - "' TO BE REMOVED PATCH, REPAIR\ I 2 G.J. TYP. G520 STRAP OPENINGS AS REQUIRED MATGH I I6" - AT RAFTER TO CRIPPLE GL05ET \ I \ ADJOINING SURFACES 1 I x S.D. o N Q ,` _ .. _) - ;:............._ _ ...._. _ : . _ VAT DRYER T - w , - : t r- N I 2 .J • ouTSIDE. As PER T E I >^uD i I I 7- 2x6 G.J. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 2020 RES GO F MUD OPEN TO ABOVE < � I = „ NYS SECTION LA 59 J 1 I m m I 1 � I6 O/G O _ 13 "xl4 i�. F.J. ROOM PROVIDE I I x a 5TRUGTURAL MEMBER ALLOWABLE cn ., r ( RIDGE �3r OINTS) 10,-3„ HANDRAIILS I I I tal- c DEFLECTION • x BEDROOM I w 6 a GREAT ROOM I DOUBLH SID D RAFTERS HAVING SLOPES GREATER THAN 3%2 L/180 / - - X6 J 4x W.P. I 6A5 I PLTGE _ WITH NO FINISHED CEILING ATTAGHED TO 1 m O, - - ;� m ; 5 a (2)15/4"X14 M.L.$ 10. K 3 (10' G.H.) 1 N I I cv p RAFTERS 0 N N O / fO 6 (I)/�x13.5 STEEL fit'_ I x14 M.L. F.J. a 16 O G I FIV r O INTERIOR WALLS AND PARTITIONS H/180 • 4x6A.P. - — — 6 8 - _ (BRIDGE @ X6r POINTS) / N m • 13-6 OF I x6 - p TALL ABOVE 6x6a \I - I Y_ ml 0 � / I � . �N , tY = L M 40 AT IKIN65 RAFT R D 360 Q - - -_ - _ O 14 4 WHEN ALIGNED AL OTHER STRUCTURAL EMBERS L/2 LINE OF W w I IIJ '. I'-O ' WALL ABOVE I - 16x6a 6,q 1 LINE OF WALL ABOVE - EXTERIOR WALLS WITH PLASTER OR OR AT PLATES. `� - i 6.G cn I m STUGGO FINISH H/360 • WI6x22 — — — _ J - - e xrb W.P. — — _ EXTERIOR WALLS- WIND LOADS" WITH s 2 2x8 3X"x3XxY' �— — — — — — — _ BRITTLE FINISHES a L/24o STRAPPING AT O /4 HR 2 4 3X2"x3X2"xY4° N EXTERIOR WALLS- WIND LOADS WITH • FIRE RATED SELF _ F TER l / 5.5. GOLUMN r FLEXIBLE FINISHES L/120 JAGKS � KIINOS 5.5. COLUMN N 4X� GLOSI N6 DOORS p \ _ \ _ / O Q J NOTE: L=SPAN LEN6TH H=SPAN HEIGHT. • J r --\X v 1 a. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.-7 O I x N r TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. a oQ _ _ ax6 2 xIo 4 XY PLY. XA N +�I I TYPICAL UPLIFT CONNECTION 1 XQ �v 28'-4" --— — G - (FOR OPENINGS) N Q� ( � � � \ �p ?� N - INSTALLATION •: ,) TYPIGAL LSTA24 (y z O I \ J (2)2x10 4 X2 PLYWOOD ry 0 I \ ry Q - L5TA24-qbO Ibs.UPLIFT _ �J 1 4x6 tY I� tY I� 20 6A.IY4°x24 4x6 (3) 13/4"xq'2" M.L. ' — _ _ __ — — ° I W.P. O p O W.P p (V _ I— (V — l v `N STRAP REFERENGE 5.413 NOTE. TABLE 3.6A FOR NAILING CRIPPLE STUD REFERENCE TABLE 3.48 � i cCN 7.3K I =N FOR NAILING m m GOVERED PORGH N v ALL STRAPPING TO BE 1 1/4"x20 3X2"(pxcl.II f � �9 17 HE ER x X x — UPLIFT CONNECTION IS REOV. a EA. 6UA6E STEEL OF 'SIMPSON' O 55P OOLUMP = N UP END OF HEADER $ a BOTTOM OF - \ _ m 4 EQUIVALENT-0520 (COILED STRAP) "'-I (2) 13/4"xgY2' M.L (2) 13/4" �'2" M.L. (2) 13/4"x�{Y2" M.L co�eR OR5 ® IWALL15lUD5 8TION 0 (ALL STRAPPING SHALL BE a TOP d BOTTOM OF CRIPPLES INSTALLED PRIOR TO SHEATHIN6) LEGEND/ SYMBOL GUTTING, NOTCHING AND DRILLING DETAIL FIGURE R502.8 rQLINE OF ROOF - EXISTING TO REMAIN - EXISTING TO BE REMOVED o Q ABOVE - - - - L MAX D �� 7'-10" 13' 6" 13'-2" 8„ FROM = _ - NEW 4"OR 6"OR 10" HOOD 5TUD, L/3 L/3 SUPPORT z 2- -Oil 13-10" ; 34'-PJ 16' O.G.PARTITION HITHY2"GYPGJM 4x6 i 12>� .R. @ Irbil 0/0cz WALLBOARD,BOTH SIDES UNLESS D/3 MAX. D/3 MAX. tP^ _ _ �x8 R.R. 16 /G OI 411 OTHERWISE NOTED. X X I (2)2X8 (2)2X8 (2)2X8 ff (2)2X8 (2)2X8 1 MUM=-5/b"TYPE 'X'FIRED RATED Q NO NOTCHES X PL X PLY. X PLY. X PLY. X PLY. SHEETROGKERMITTED � X— Q I I Q N 8"N UNFLUTTED TAPPERED -DUPLEX N-PLACE CONCRETE I I I i O O O O O (2)2x10 S X2" PLYWOOD FIBERGLASS COLUMNS W/ . -DUPLEX RECEPTACLE SQUARE GAP BASE GFI -DUPLEX REGEPTAGLE K/GROUND FLOOR JOIST-GENTER GUTS RAFTER/GE I L I N6 JOISTS (R802.7.1) LINE OF ROOF -TYPIGAL OF II FAULT INTERRUPTER ABOVE (k/ Q� W.p.� -DUPLEX REGEPTAGLE H/GROUND GFI FAULT INTERRUPTER WEATHER 2'-5" 4'-Gil 4'-�" 4'-q" 4.l-c{" 21- 6'-811 6'-8" 14'-7" 141'-7" 14 c, PROOF-SWITCH I I X 23-10" 13'-4" 2G-2" `�'3- I I d X Q < 66-4 THREE WAY SNITCH I I Q Q -JUNGTION BOX IN CEILING d I I 5.D. Q -HARD HIRED 5MOKE DETECTOR Q 5.D. c -HARD HIRED SMOKE DETECTOR PIPE OF +G.M. Q S CARBON MONOXIDE DETECTOR GOHBO FLOOR JOIST-END GUTS 2 IN. MIN. FROM CONDUIT E.F.(D -EXHAUST FAN BROAN LI5O(-15 GFM MIN.) TOP AND BOTTOM D (ACTUAL DEPTH) OF JOIST PROPOSED ALTERATIONS date: 02 210 o8-OG-21 0 FLAN FOR .SEED Ake, 03- 08_31_20 O-T-07-21 OG-21 Harold . Oebh0rd ' SCALE % " = I'-Oil MR. MRS. G I M I NO �Q E. �E pl� drawn by: 3,2a7.C» S.F. 4 155 WEST SHORE ROAD Architect ��� �'r''. °y SOUTHOLD, NY � .' '.`3TM d D I ANA 60MEZ 363 North Wellwood Avenue �'- Lindenhurst, N.Y. 11757 job no: S.G.T.M. No. 1000-80-2-25 63I-226-3708 sT 14 9 _ 02017-44-G FAX 226-3088 FIRST FLOOR PLAN HE6ARGH@YAHOO.GOM dwg no: OF e V i1h , R ' ROOF 4" VENT STACK THRU ROOF 4" VENT STACK THRU ROOF Imo" I0i2" 4" 11V2" 411 1I III" III" i 60'-4" 17'-O 11 v 43'-4" a'_6�� 4�_1�� 10'-7" 6'-0" 3'-O" 3'-O" 2ND FL. SHOWER Q:1 I 1 SHOWER LINE OF ROOF LINE OF 2" 2 2 4" tt ABOVE WALL BELOW 2" i, 2" 2 4" 4" 2" 21p 2, G.O. I G.O. G.O. 2 '2--R.R_�6`r0/ PROVIDE SAFE 6LAZIN 2„ 2 2 I G.O. 0 AS PER SECTIONR305.4. LINE E ROOF 4„ qp 2 2x O P OF THE 2020 N S RES G DE ABOVE z - GRIGKET BELOW I 2xl R.R. I " O/C -OWL 2x12 R.R. a 16" O/G i ` �- -F - J a.3K m Q 2x12 R.R. 0 16" O/G Q- S.IK Q �� 0 © © h° 1IV2" 11/2" I IIV2" �1�2" W x I ... OO v (;2)2x10 2 PL O2x10 _ (2) x8ff: 2 LY:: . BENGtF IST FL W I • W x I — Y — •_ 6 N '-o' 12'- TUB 6'-O" a'-o" 4'-0" a'-1o" SHOWER I SHOWER IL 2 O I 4" 211 2�� 2" 211 1 2" 2" 2" TUB - SHOWER 4" m I '�� W I (5 1 5 6 X a[ ( x I I G.O. B ]DROO_M I OL +6e I m N o 1 BA N ,�_ I a+ W.I. _ a CLOSET 41 2' I _ — - :� — I TO EXISTING SANITARY cV \ WI �0 I m — ' m I WASTE SYSTEM \ S.D. Ul( �p "z � . o p x / — o N (0 + _ \ G > IBATH I I w w N.T.S. qp Cq 24x68 +s8 X I MIN FIXTURE CLEARANCES A5 PER A5LE POG N AV �� ° � N.T.S. R T R307 I MED f _ 4 e - _/ � EXISTING WALLS, WINDOWS, _ �o ` - J \ (� 6 ETC. TO BE REMOVED PATCH, d 15" i 1 15" x +68 I Q BDRO M �--C OGKE S.D. 6-2 v � 3 DRAWERS REPAIR OPENINGS AS © = j A010 =N 1 j _ 2x10 R.R. 16" O/G 0 I = REQUIRED MATCH ADJOINING N ( WALL yJALL _ p I- CLOSET qp (2)2x6 I 5� 3' NET BAR =� SURFACES G OSET o0O 2x12 I GE �6 / _ ;'1-'311, 4K + o S.D. Q 24"x30" ATTIC AGG SS + v sIK +C.M� WEATHERSTRIPPED N -_ -! TUB S.I . zv T \ N INSULATED DOOR A P R y c} +G•.M. x10 R.R. a 16" O/G =cv I I i\ X SECTION NI102.2.4 T E 2 20 ~ _ I "" Q C-)9 NYS RES GODI= (R-I�f IN�UL� ,� fYI � Q LF WALL m s ONE l - o xl0 R.R. ® I6" O G a.BK ;�`, - -- _ _- W ._.. O - _ - �- II = � S.D. \ aK o I MASTER " t 24x 8 IS RISERS �7. C) POCKS �e J 1-7 TREADS®I "" �0 ,C� x BEDROOM I wALL b+ o +6e -yam 40 �I I TUB = I I II N m 1- _ _� � 0 0+ I . `IT I � I N I N I a LA( - w I I OPEN Ti r v CD =I 13/"xQY" M.L. G.J. � 16" O/G 13/"x' " G.J. 16" O G (BRID64 a MID-SPAN) _ I j BELOW I (BRIDGE ® POINTS) I WALL 211 -011 MIt II cv Q r m (�;% �Y�5 +� - I O PROVID = D�zAIN 5.4 4.7K = _� N Q - � DROOM (w�9 PAN Fob W�SHIN6 `; — 2'-6" RA — Q -N I -� I V MACHINE^ = I I MIN. FRONT OF OPENING t- I O CLEARANCE IN Q O aty +6 N D 1 W _ I O SHOWER 2x12 R.R. 16" O/G N I 2x12 iR.R. @ 16" /G - 2x12 R.R. @ I6" O/G 2x12 R.R. o 16" 0/0 C- I I - N I I N CLOTHES DRYER EXHAUST DETAIL m 13-6 2 y PLY 2" PLY. (2)2x8 4 (2)2x8 4 y2" PLY. (2)2x10 Y2' PLYWOOD HOR y" PLY. m )2x10 8 Y2' PLYW00 DR. 0 OO I PROVIDE DRAIN PAN FOR WASHING MAGHII NE 3'-II" 3'-8" 3'-7" `1'-4" -I1_411 boo II I r W tf1 DRYER EXHAUST LINE OF ROOF 0 � QO� ELE OF ROOF Roq BELOW I VENT WITH I ABOVE � v z � ABOVE DRYER WASHER W O I I DAMPER FT aQ � tu �� —, ( I Z I I I LINE OF I I � --- - - ---- - — — — — WALL BELOW — — — — — DRYER TRANSITION DUGT OF RIGID METAL, MAX. S' DRYER EXHAUST DUGT 0 O� R161D METAL, MAX. 25' I I ROOF BELOW ` _v I I T`I P31 03 i� � T��I�s �a �I_>.tr�tIr�� �� �� �� I I TABLE P3201.7 � � EST TERMINALS �. _�:.. , TRAP�:�_ . ....� ROOF BELOW ( l .l f extension. c ,� LUNISING FIXTURE � ��IraII,IU�.� i )pen velfit )ipes That �.wn {Inchesi t lrc aah ti roof shall b�" terminated not Iess than 6 € cjje� t 52 Ft�It t'F t5"# sl t`ti ttg;'I2i €<� t Lt di s`iT�G�."c.��' I ? €€°m abw-v the roof SDI" (I i.i)� --s (1,5_1 tTf€ o il�lo�`i°". telly anticl- 'R t€) be tit,ct for as a I•�.�m-en 1d � Bidet . ao _ I...._ I.. _ .• or sunt)athim, deck or fo'r ,,ic-aii1ar €a��et�r�� t,)Im-ll vent i - Clothes t.���tc't :�l"nd�si :. LINE OF I ge 3it `e tl e _ i.t st't .r<°I� txt — I WALL BELOW ' Frost t Closure. c Floor dram � - I - •�l�r tll - ��r�:�.$lt �'�I �€;;: for cII.It- -� Si d1 € t €€1t'€1t$llt to - yy t? !y y q 3=CIaz�., �tF1; ( *fat t �`:tt` WF -- c... ( I I less, Gilt xtell- d lC.. tt l tl tip-,, ?e, dt,t ; — — — -- — — -- — — — — — si res till k-m €1 roof r��.°.III s � �, `r6tE��lfr cli�t.�� ��f�er�#���: ld.,.� ��a�.�2���� lcasa rI shall be. not less than illc�l � t 6 I mm €3 Iclnv..Ier. Any tali€'t'•.1+c t1 the --size" of tile 'wnt *ajl l bc ��i...tttt€? tt i t'� {c�T' k)r tiiore €nzi€�G'. of less F�4.tI1 1 foot (304, € ni) im lde tile, t�)�"iil7�l� €3t�'- 14'-4" 10'-8" 6" - - 21'-10" lope o the building. shower tt=a�,�'61 on ("'4 ts_ttti$ i'I{"v; Fi:iti Li1Pe't,r�1 I 3 Mon zthz t,5.7�'pm tag)to 12.1 _-,I'm � I S More than t 2.� S;'pnm up to 25,8 gimvl 3 s I tip to 5i,6 gpril �I ?� PLAN date: 02-I I-21 O - -2 �� _ -• PROPOSED ALTERATIONS 11-02-2 - - 2,063.1I S.F. SGALE %4" = 1 -0 FOR _ _ 08 '7 21 08-31-20 07-07-21 "�•>, 03-0q-21 Harold E. 0ebharb• MR. � MRS. G I M I NO - '- drawn by: 155 WEST SHORE ROAD Ar c h i t e c� ���� ����o D I AN,4 C�OMEZ SOUTHOLD, NY t . 363 North WellNood Avenue Lindenhurst, N.Y. 1175-1 Y.� job no: 1S.G.T.M. No. 1000-80-2-25 631-226-3705 , 02017-44-G FAX 226-30bb •* , ' SEGOND FLOOR PLAN HE6ARGH©YAHOO.GOM dwg no: �- OF RIDGE VENT ROOF BEYOND n J Q RIDGE VENT 12. -- - -- - 12 / - FIBER ASS SHINGLES - - - PROVIDE 12 -FLASHING - W ® PROVIDE - _ROOF BEYOND -FLA5HING l / C- 12'-W -- --= FIBEROLA55 SHIN61_E5� X, _ - _ --=-r-=---- 2'-6' PROVIDE RIDGE VENT. _ ® _ VINYL SIDING .. � FL PROVIDE ALUM. EXISTING ROOF 1 STEP PLASHING TO BE REMOVED 12 PROVIDE J _ FLASHING- 4 ROOF BEYOND ROOF BEYOND I - 4 12 2nd. FIN. FL. � - _ 8 FIBERGLA55 5HINGLE5 -- - 2nd. FIN. FL. _ - EXI5TINO 1'-2" 9 9 G -O 11 FEll E9 Ist. FIN. FL. F11 01 M M IIL EXISTING -- -- -- I L I I ISt. FIN. FL. CELLAR FIN. FL. I - -- - - - - - - - - -------- - ---- ------- ------ I I I I I I I oZ 6RADE I � ---- I i I -- - - -- - - - � \ /AT I II _ I II I r - O - �� I D SG, LE �6 FL. CELLAR FIN. - - - -� RIDGE VENT. `� ATI ON (50UTH) I D ELE I - _ / SCALE 4 RIDGE VENT:- RIDGE VENT:- ' PROVIDE ALUM. - -- STEP FLA5HIN6 FIBERGLASS SHINSLES- 12 12 12 - _ 12 O EXISTIN6 ROOF PROVIDE ALUM. _To BE REMOVED STEP FLA5HIN6 -_ _ STORM SHUTTER DETAIL FOR HOMES ONE MILE R310 ESCAPE/ RESCUE OPENINGS RG FROM ANY SHORELINE 34'GLFAR VINYL SIDING DO"CLEAR .Ix4 CEDAR WINDOW TRIM MINIMUM OPENABLE MINIMUM 5TEEL EYE-HOOK5® 12 0% _ ... �.g"R STAINLESS „ AREA �✓.-f 50 - - - - - (SEE EXGEPTION) / 2'-O" - . MINIMUM OPENING OPENABLE . HEIGHT 24" / - - 2'-2" - - - ENINS 0ARIEA AREA I I - - ■ WIDTH 20"P MINIMUM - 3/4°MARINE GRADE 5.i sa. r. M Nlri�r ITT MINIMUM PLYWO MPXII�MUM 51LL HEIGHT _ - MA PROVIDE .. ....... ....... ... FOR 20"SGLE RNDOV o'- FOR 24 GLFAR I�I6NT MINIMUM SIZE WINDOW FLASHIN6 MINI PROVIDE MUST BE OPENABLE k _ WITHOUT KEYS OR TOOLS g FLASHING VINYL 510ING - - - - - - - - - _ - - - - A�NDERSEN WINDOW SCHEDULE 400 SERIES 2nd. FIN. FL. - _ _ 12 EXISTIN6 FIBERGLASS SHIN6LE5 _ EGRESS - .- - -- - - - -" - CLEAR LIGHT OVERALL UNIT OPENING 6LA55 AREA UNIT AREA U 4 ® ® ® MODEL SQ, NIN 50. FT 50. FT. 50. FT. FAGTO 5H6G VT ® 1 TW3046 5.-1 10.51 5.-13 14.85 0.50 0.28 0.47 STORM PANEL H 0A21 2.6 ab 4.0 0.29 0.28 0.48 q PROVIDE 56" H16H STORM PANEL HARDWARE 2 G15 4.3 4.0 6.0 0.29 0.28 0.48 VINYL ® 3 C13 6.8 1.4 O{.O 0.29 0.28 0.48 SIDING RAILINGS 4 AXW31 10 -AS PER THE 2020 5 A51 4.5 1.5 6 0.29 0.28 0.40 NYS GODS SECTION WINDBORNE DEBRI5 PROTECTION 6 TW210210 5.62 3.18 C1.12 0.30 0.28 4-f 316.2 -TYP. yASTE�ING S6HE 15 FOR WOOD WELLGRAFT FASTENER SPACING(INCHES) 7 TW2036 4.73 2.7a 7.q8 0.50 0.28 O 47 WELL COVER FASTENER PA_ 2,s 4' 6' b FW65068 11.58 18.52 14.1 32.71 0.50 0.2 -c TYPE SPAN PANEL PANEL PANEL Oi FW66O68 14.72 23.78 14.72 39.34 0.30 0.28 O 4 _ SEE SPEG5. . s 2' SPAN SPAN SPAN ATTACHED s 4' s 6' s a' 10 P3530 7.8 10.2 0.2q 0.28 0.4 2�' I I AFGP301 2.8 0.20 0.28 0.48 HOODS 16 16 12 a 12 AFFVy801 11.1 0.20 0.28 0.48 Ist. FIN. FL_ 0.20 0.28 0.48 „ 13 AFFW601 7.2 DWOOP 16 16 16 12 14 632 2.5 1.70 5.45 0.30 0.2q 0.4q --, I I GRADE I ----- II I I 1 , j I PAN- 15 AFG135 5.8 0.31 0.37 0.64 I I I t l I I J I I J I Q Z I I J I I J I I J I I PANEL TO BE 4"LARGER THAN WINDOW I I I I 1 I I I I FOR SCREW DOWN SHUTTERS ONLY m I I I I I I I I PROPOSED ALTERATIONS date: 1-02 21 0 - -2 I L--- --- I I-02-20 08-Oq-21 cy� - - o3-oQ-2 I I �cF u a� 08-31-20 07-07-2 III I _J I L J L J J 1=0R GI f^® � ��10I`' �' •-,'o �, L_ J I �� '� I MR. � MRS. GIMINO E� ovqn by: SHORE ROAD Architect drDIANA 60MEZ I�� WEST � ��� y9 � I SOUTHOLD, NY - - 365 North Wel lwood Avenue '� '� "" FIN. FL. - _ - - - - - _ - - -- - - ------ -- -- ------ ---- ------- Lindenhurst, N.Y. 11-75-7 fob no: CELLAR --- - _ + - -- - _- __ - ---- --- 631-226-3�708 `'��='1q�� 1 02017-44-G L _ _ _ _ _ _ _ __ _ _ _ _ - - - - S.C.T.M. No. 1000 80-2-25 �2 �'�>> FAX 226-5obb '" N �4 7T HE6ARGHI§YAH00.G0M dwg no: _ - ELEVATION5 f;4ZEA \ �AT 101 � %\ 5 T SCALE %4" ----------- R106E VENT. 2x12 RIDGE LSU25 RIDGE/RAFTER CONNECTOR PROVIDE FIREBLOGKIN6 I 2x6 G.T. @ 16" O/G FIBERGLASS SHINGLES AS PER THE 2020 NYS ��-- -�� OVER 30 FELT - I �� ICE SHIELD -A5 PER THE RESIDENTIAL GODS /2 PLYWOOD � SECTION R302.11 2x10 R.R. @12" O/G 2020 RESIDENTIAL GODS 2x12 R.R. @ 16" O/G OF NYS SECTION Rct05.1.2 VENTED AIRSPACE W / / Ixb FASCIA MANUFAGTURED THIN- / / 2,-O, / / 2'-0" PROFILE ATTIC / VENTED VINYL SOFFIT VENTILATION BAFFLE (FULL WIDTH) ` DOUBLE 2x4 TOP PLATE _ ,/ / R-50 I N5UL. dJ -ITEM 2 „ SH - 16"O/G 6 1 ROOF INSULATION 2x4 STUD WALLS 13/4"x�IY2" M.L. G.J. 16" O/C EETROCK TAPE, R-15 INSULATION - ITEM I OVER OWENS GORNIN SPACKLE 4 PAINT FOAMULAR PROPINK RI61D (BRIDGE @ Y3ra POINTS)' %2" PLYWOOD SHEATHING O.G. HOUSEWRAP - ITEM 6 FOAM INSULATION R-5.000NTINUOUS BEAD O T VINYL 51DI�N6 OVER OWENS Y2" PLYWOOD OVER OWENS GORNIN6 I" 2x12 TREATED LED6 R - O GORNIN6 I FOAMULAR FOAMULAR PROPINK R1610 SIMPSON STRONG-TIP 0 MASTER FOAM INSULATION R-3.3 _I O PROPINK RIGID FOAM CONTINUOUS BEAD A55 ® EVERY R.R.- BEDROOM BATH INSULATION R-3.3 -ITEM 5 OF SEALANT EXTERIOR INSULATED WALL (R-15) FIBERGLASS SHINGLES 2x10 R.R. @ 16 O/G CONTINUOUS MINIMAL EXPANDING FOAM AT OVER 30# FELT 2x8 G.J. @ 16" 0/0 %2" PLYWOOD 3/4" PL'YWOOD R-21 INSUL. CONTINUOUS OUS WINDOW PERIMETER SIMPSON STRONG-TIE EXPANDING H2 8d NAILS FOAM AT oCONTINUOUS SEALANToU BEAD ' HURRICANE TIE -- WINDOW PERIMETER METER 12 CONTINUOUS BEAD 4 R-30 INSUL. LNI(ox 2 \_-13/4"A4 M.L. F.J. 16" O/G 1 '' f::0Atv1 PETAL of ADHESIVE (2) 13/q,�xq'2° M.L. -ITEM 2 rd DOUBLE 2x4 (BRIDGE © Y3 POINTS) CONTINUOUS BEAD OF SEALANT -- TOP LATE 'I/ SCALE V"2"= 1'-O" 1'-2" EXISTING FRAMED WALLJAV___ 2x6 G.J. 0 16" o/G o GREAT ROOM o - KITGH N - AIR 5EALN6 DE TA2x8 TREATED LEDGER 2x8 TREATED (EAVE OF ROOF, WINDOWS FLOOR) 11= I '-0" 3/4" PLYWOOD JOISTS a 16" O/G 2x4 BOTTOM 2x6 TREATED SILL (2)2x8 F.J. @ 16" O/G PLATE PLAFE OVER SILL SEAL (BRIDGE @ MID SPANS) CEDAR PECKING RMITE SHIELD LUS28 JOIST HANGER (2)2x8 TREATED GRADE (5) 13/"XI17/8" M.L. GIRDER ANCHOR BOLTS 36" O/G R-21 INSULATION I TEGO P05T .': -ITEM 4 _ z I ANCHOR GAL LAR GEL.LAR m L� (SEE DETAIL) #4 HORIZONTAL AT t- MID HE16HT OF WALL EXISTING r57< - #5 REBAR © 48" O/G 4 x a.11 STEEL EXISTING CONCRETE COLUMN DN. TO EXISTING GONGRETE 8" GONG. 20X20XIO GONG. FT6. FOUNDATION WALL FOUNDATION WALL TAR WATERPROOFING FOUNDATION WALL INSULATION SCHEDULE INSULATION NOTES I.CONTRACTOR TO UTILIZE EITHER FIBERGLA55,ROCK d SLAG WOOL,CELLULOSE OR FOAM INSULATIONS TO ACHIEVE A "TIGHTER" ITEM LOCATION MATERIAL HOME. 2- #4 BARS (3" CLEAR TO SOIL) L_-J 2.CONTRACTOR TO AIR SEAL HOLES,CRACKS E OPENINGS IN WALLS,FLOORS d GEILING5 INCLUDING HOLES DRILLED FOR PIPES, 8"xl6" CONCRETE BASE COURSE FOR CELLAR SLAB TO BE KNI. 4" THICK GLEAN EXISTING CONCRETE SLAB I EXTERIOR WALLS 3y2" R-15 KRAFT FACED IS" FIBERGLASS GATT DRAINS,ETC. 3.CONTRACTOR TO FOAM INSULATE BEHIND OUTLETS 3 SWITCHES MOUNTED ON EXTERIOR WALLS. FOOTING W/ 2x4 KEYWAY GRADED SAND, GRAVEL, CRUSHED STONE, CRUSHED 2 ROOF 8 ATTIC cV2" R-30 KRAFT FACED 15.5" FIBERGLAS5 BATT 4 TO NSULAT N6CONTRACTOR T0 CAULK HOLES DRILLED FOR WIRES THROUGH PLATES ON EXTERIOR WALLS AFTER WIRE INSTALLATION;PRIOR GONG":ETE OR CRUSHED BLAST-FURNAGE SLA6 PASSING A 2" „ „ 5 NSU�ON ARC D FRAM NG d TO SEAL DUCT HDUGT LPERIMETETO ATTICS OR BASEMENTS WITH FOAM BOARD GUT AROUND DUCTS b FOAM SIEVE AS PER THE 2020 RES GODS OF NYS SECTION R506.2.2 3 5ECOND FLOOR -lye R-21 KRAFT FACED 15.5 FIBERGLASS BATT 6.BETWEEN FLOORS PROVIDE REQUIRED BATT INSULATION OVER FOAM BOARD AFTER INSPECTION-SEE BAND JOIST INSULATION DETAIL. 4 FLOOR -2" R-21 KRAFT FACED 15.5" FIBER61LA55 BAIT 1.CONTRACTOR TO FRAME CORNERS OF HOME AS PER TfHREE OR TWO STUD CORNER DETAILS ATTACHED. INSULATION INSTALLED AS SHOWN. 8.CONTRACTOR TO FRAME EXTERIOR HALL 5 EXTERIOR WALLS y2" R-3.3 PROPINK INSULATED SHEATHING q.CONTRACTOR TO INSULATE BA EMENTT OR FLOORS UTIILtIZES ONE OS AS PER R MOREOF THE I NSULATIONIOPTIONTIONS S EAS SHOWN A TTAIL DHROU6H 5E (� TION D. 6 EXTERIOR WALLS PINK WRAP HOUSEWRAP 10.CONTRACTOR MUST MEET RE5NET GRADE I PER EPA-SEE GRADE I DETAIL b UNACCEPTABLE DETAILS 11 d III ATTACHED. II. ALL EXTERIOR WALLS,ROOF E FLOORS OVER UNCONDITIONED SPACES SHALL BE INSULATED. ALL INSULATION TO BE -1 HVAC DUCTS FIBER6LA55 INSULATION $ QUIET R DUCT BOARD FIBER6LA55. FOIL FACE WITH FOIL ON WARM SIDE. CARE SHOULD BE TAKEN NOT TO TEAR FOIL VAPOR BARRIER. SCALE %4" = I'-O" 12.AGOU5TICAL INSULATION TO BE PROVIDED IN WALLS,FLOORS AND GEILIN6 AROUND ALL BATHROOMS AND MECHANICAL ROOMS. 8 PIPING TUBOLT y2"x3/4" POLYETHYLENE FOAM SEMI-SPLIT 13.PROVIDE PERIMETER INSULATION AS PER CODE AT ALL FOUNDATION WALLS. I4.R-VALUES ARE SHOWN ON SECTIONS. I5.MOI57URE VAPOR RETARDERS ARE TO BE INSTALLED ON THE WARM-IN-WINTER 51DE OF INSULATION IN ALL WALL5/FLOORS/ NOTE: ALL ITEMS SPECIFIED ARE MANUFACTURED BY OWENS GORNIN6. ROOFS/CEILINGS IN ACCORDANCE W SECTION R315. MANUFACTURE5 OF EQUAL QUALITY MAY BE USED UPON AGGEPTANGE I6.INDEX NOT TO EXCEED 25 w/A SMOKE DEVELOPED INDEX NOT TO EXCEED 450.TESTING METHODS MUST COMPLY w/A5TM EB4 STD.ALL EXPOSED INSULATION ON ATTIC FLOORS ARE TO HAVE MIN.CRITICAL RADIANT FLUX OF 0.12 WATT/GM2.TESTING TO IN WRITING BY THIS ARCHITECT BE CARRIED OUT AS PER A5TM Eq'70 5TD.EXTERIOR INSULATING FINISH SYSTEM TO COMPLY w/-705.6.3. DRYWALL BAGKIN6 AT PARTITIONS RAFTER / WALL PLATE CONNECTION GAPE KNEE WALL DETAILS INSULATION OPTION A INSULATION OPTION B DETAIL TABLE 4V..4,1.1 J1 REDUCED INSULATION PERMEABLE MATERIAL / L- --- - - -- Ct3 fWINT-NT JMR kptR R CRITERLA vsLLm6.N D;S`T,A E.A.T1 .N CRITERLA TO PREVENT WIND A c =-t air lm. et tom: ir e ta:.ed e AT EAVES WASH I N6 .ir- t�IE irzt3afim sW mt be u,ed as a WIND BAFFLE t�e ral re ix+�rmm is Eve=t ermt cl Cope crtn�a cz=pu . ar W-1c a; WIND BAFFLE $ jinn m the zrt be t a:e BAGKIN6 MADE OF: scir cent: `ia�:t s Il to 4.med - �-impany�imt a;r Tt eismin r ':� t .11to • LARGER 2x I INSULATED FLOOR 1 INTERIOR STUD b e; -1 be led. e iped : t girt ,, _ • PLYWOOD A ce:t :>s~opssaa.F0ga'a AIR SEALING ® PERT. • HORIZONTAL LADDER BLOCKING I OVER CELLAR WALL INSULATION tsdaIr peg Khali teases.. • OR DRYWALL GLIP5 OR GRAWL SPAGE Be BATHROOM CHASE Ii. �Ie stµr tome fg twe caterz THREE AND TWO STUD CORNER -- - ---- - - --- - a: feria`L*s atb. ]re .va e fTni�itth DETAIL r s jm ¢f etopp eardta of t r INSULATED EXTERIOR WALL BLOGKIN6 ' st :i.be W24iber l ev" �-'43donf fr=' WA14 LADDER BLOCKING AS REQUIRED BAND JOIST INSULATION DETAIL Txft wa:4 I F tt slt;led a s s :± r Y i . md'1r=-; 2nd. FLOOR 5U8 FLOOR INSULATION OPTION G INSULATION OPTION D Windows,skThghts as,d doors a u �I ,r d fsa r �I be seaie - ici~ts F.i joy ir_rlada the air bar R2,-,ToLm s 1 e t� hte3. DRYWALL CLIP WIND BAFFLE INSTALL FOAM FOAM FOAM TI to �be i to a3at t es;�s Me F g ar aza g tir.1cr&tcm shztn to i �lld to PLUMBING AT BOARD BOARD BOARD AIR see ai pm.a� cma:3ct�*ht t.d sides.` e SHOWER INTERIOR WALL BARRIER (loon(Wdudiog aboive garage aid V=I`fie- °try tc be t cotmiwit. ta5s We of FOAM OR CAULK tsotaTeti, ed flag) "tLmg,crcon!" us innat°3a1.i.�� Tl:e SHEETROGK INTERIOR INGREA5ED INSULATION AT CORNERS PERIMETER !m=to t4e top e:a?:p=e'az'foc�r s q WALL 15t. FLOOR Eof eta yet#ei.p e�° i Moc; is ti d;� INSULATION INSTALLATION be FOAM BOARD OR OTHER CELLAR WITH ' ' CrawlSpacemiL, c 'erid,vd .3CL,i;11vpors�` sit- &.I've �ec's tt' i "to> a `'" `e el: MUST MEET RESNET GR,4DE I PER EPA RIDGE BLOCKING BETWEEN INTERIOR RIGID cv el � o!mt d CELLAR WITH Dsz°�ta�tt Lt; da�.s a3a� �x STUDS JOISTS, 5EALED ON ALL FOAM ' ' I EXTERIOR RIGID GAPS FOUR SIDES I 1 FOAM �ft.peaetratioms to tancror t iti ed aedutbeScala �i-12" OF CEMENT BOARD OPTIONAL 1 FIRE STOPPING DETAIL Damim cas°i�� e ctrtlao at,<u 1 tiattosatext : case be ed p, stz�x" aft Lacc Q L- --- --- L-- -- - - -- veily c s to to at 2*le mit' re, WOOD o STUD 1 Ai:s�.aiz� sue: �=IeI�e;� tie ga, tw� p Garage wparatoa mdi : �, :es 1= F : xed Ii t t_ itz:al e I tNe a: F RaceK•lled L t n is :el W.theui: < Reee;; d "g ,; l be sfile!to the dz%NO2 the a»envelope� aix t: t a��I�r:� # ea-Ta� sti. n Batt ic.s ti tt.I]11 to cdt oea*tiy to 5t urzi vmx Z P it nd t t�°. ,a �i ,tarp toaTu 2��1e cent"; o PROPOSED ALTERATIONS date 1-02 21 0 - -2 tmi p°ieir, mlAldzm II-02-20 08-Oa-21 Phe rbr.~i ta? aIL ."'Oy nk; y:,to E, s a ac :t to r aeu ra .tiFOR 08_31_20 0 7-0�-21 ter ra Shoxer:tab a exterior gall stows rt :s smote t»c tt e 3aI�?tet3, SPRAY FOAM §' , v - `ter *, 5 MR. � MRS. GIMINO Harold E. &ebhc�rd low ;ratg AROUND ROUGH GRADE I GRADE I I 6RADE I I I 4� drawn b T air Hai Sea rapes bid e. ical or IN PIPES ENDS INSTALLED PER GAPS OR VOIDS BUT NO LARGE GAPS AND VOIDS 155 WEST SHORE ROAD Architect s r y Electrical:paaaebozaclext rear s t K 'cad b s aka za sba ailb� FIRE BLOCK FOAM FB-FOAM MANUFACTURER'S MORE THAN 2% OF BUT NO'MORE THAN 5% D I ANA 60MEZ •READY To USE SPECIFICATIONS TOTAL AREA SOUTHOLD, NYI<. •EXPANDS UP TO 20% IN VOLUME TO QUICKLY 565 North Wel Iwood Avenue = = C d'V'F-mem'eb 4 z I AND EFFECTIVELY SEAL OPENIN65 AREA GONSIDERED UNINSULATED IF MORE THAN 5% GAPS Lindenhurst, N.Y. 11-75-7 l 1� job no: H AC regMer boots velcpe s ti sell W sttcdoc"(f` xr>I:. •HEAT- RESISTANT UP TO 240OF :ere;al� tobeses:exi. cvt .f es�n. rt •TESTED TO ASTM E 84 AS A TYPE V *INSTALL TO MANUFAGTURER'5 5PEGIFIGATIONS S-G.T.M. No. 1000-80-2-25 631-226-3708 -� :�.� 02017-44-G RESIDENTIAL FIREBLOCK Concealedsprial9erx ,,the� � C a:si c (Id- as ,, .e •DRAFT5TOP- HELPS REDUCE AIR INFILTRATION *NO GAPS, VOIDS OR GOMPRES51ON5 AROUND FAX 226-5088 N *MINIMAL 5HRINKA6E AND 5A6-RESISTANCE ELEGTRIGAL BOXES, AROUND PIPES AND CORNERS SEGTIONS DETAILS HE6ARGHC�YAHOO.GOM dwg no: yj*mr,- otbe�»: to&,vaidsbetbr? , HELP ENSURE LONGEVITY r3.•';• ,ad Kt)*.,ra•„;g«z -�I is gpr C,srt,.,;p: /��) 6)