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HomeMy WebLinkAbout40779-Z Town of Southold 5/12/2017 P.O.Box 1179 0 Go" ` 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38943 Date: 5/12/2017 THIS CERTIFIES that the building FARM BUILDING Location of Property: 2325 Horton Ln, Southold SCTM#: 473889 Sec/Block/Lot: 63.4-1.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/10/2016 pursuant to which Building Permit No. 40779 dated 6/16/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITION TO AN EXISTING AGRICULTURAL STORAGE BUILDING AS APPLIED FOR The certificate is issued to Cornell Properties Corp of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED rized Signature Fnt,rTOWN OF SOUTHOLD BUILDING DEPARTMENT C3 z TOWN CLERK'S OFFICE o . 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#: 40779 Date: 6/16/2016 Permission is hereby granted to: Cornell Properties Corp 22 Wright Rd Rockville Centre, NY 11570 To: construct an addition to an existing agricultural storage building as applied for per planning board approval. At premises located at: 2325 Horton Ln, Southold SCTM # 473889 Sec/Block/Lot# 63.-1-1.5 Pursuant to application dated 6/10/2016 and approved by the Building Inspector. To expire on 12/16/2017. Fees: FARM BUILDING ALTERATIONS $150.00 CO-NEW CONSTRUCTION/ALTERATION/REPAIR $50.00 $200.00 Buildi g Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval ofcompleted site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 - -- -- - - - - - - ---- - ------------------------- Date. New Construction: q Old or Pre-existing Building: (check one) Location of Property: 2�L S� /Z,"-X,1,- �G�vG �,ryu I->> House No. Street /JJ Hamlet Owner or Owners of Property: (-- Suffolk Suffolk County Tax Map No 1000, Section Block ' Lot /j Subdivision Filed Map. Lot: Permit No. L.A n j Iq Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ I' t Signature l - ��� oF souryol TOWN OVSOUTHOLD BUILDING DEPT. 765-1802 INSPECTION,' [ -'FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL ATIO [ ] CAULKING REMARKS: - ae: z, DATE �� G INSPECTOR 4 0�� �pF SOUIy N®rvi ` TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 0V Wlk OK DATE , /I INSPECTOR l O� a0F so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH'PLEIG. [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 1f1twovAbbe%61 �w 9 ri n0� A. Iz is aq vIrk , m +�� li 04 DATE INSPECTOR BOE SOUly hod olo N o cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] R UGH PLSG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICA (FINAL) REMARKS: �dm, skv 4&- 6 �fL a � DATE 1 INSPECTOR q 0-7 ?9 -' 0. TA 7Q CHOP 7 620 OSTRANDER AVENUE RIVERHEAD, NY 11901 09D ECROV72631-X99-sias D July s, 2016 JUL 12 2016 Town of Southold BLT"INGDEpT. Building Department TOWN GFSOE7HOLD Town Hall 'Southold, NY 11791 Attention: Michael Verity RE: Cornell Properties Group 2325 Hortons Lane Southold, Town of Southold, NY Dist. 1000, Sec. 63, Blk. 01, Lot 1.5 Dear Mr. Verity: As requested by the Cliff Cornell, I personally visited the above barn addition construction site on July 5, 2016 to verify footing and foundation wall compliance. ,At-that time, the concrete footings were in place, of the required size and at a depth exceeding 3'-6". The foundation wall formwork was installed ready for concrete, and I observed that the wall thickness and top & bottom reinforcing was set with designed sizes and clearances. The pier forms were also in-place and the vertical reinforcing and ties conformed to the design drawings. Based on these observations, I believe that the foundation work being constructed is in accordance with the construction plans dated March 17, 2016 and the Building Code of New York State. Attached is a photograph showing the reinforcing and formwork as of July 5. Please contact me with any questions. S' cerely, fN D EIV B'® obert C-. Tast .Ib. c114#t 01, RCT/� Cc: Cliff Cornell Jr. 4f B 093'$ Encl. ± �. �� - mom Am — tINOLATION L d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST 1 BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of He SOUTHOLD,NY 11971 4 sets of Budigrl � • TEL: (631)765-1802 --Planning Bo dap ova FAX: (631)765-9502 y Survey DD SoutholdTown.No'rthFork.net PERMIT N'O. ) ` / Check JUyy Septic FoA 2Q0� NYSDEC Trustees C O.ApplicationWM DING DEPT Flood Permit Exams d 20� Single&Separate OTSOMOLD Storm-Water Assessment Form �— Contact: Mail to: QS Disapproved a/c 3 Phone E�ct�1 ti _ _ _C� f D Bu din ; +spector ;�_ l ` LICATION FOR BUILDING PERM i, Date__,20/6. yJB8 D ; INSTRUC,i"IONS 'ahil!ip l completely filled in by typewtiter or to ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule., I A-! b Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or pub] ®wwt/®' areas,and waterways. a 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 he occupied or used in whole or in part fpr any purpose what so ever until the Building Tnsnector issues a Certificate of Occupancy., f Every building permit shall expire if the work authorized 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 insliections. J 001001/ ( ature pplicant or name,if a corporation) 22 0,4dAl ;&4- '11c /Uc A)i /1VA) (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder 0WAdi Name of owner of premises LOl/1G////aJe4fe-.S (i/0// J7 (As on the t roll or latest deed) If applica ation,signature of duly authorized officer acne and title of corporate officer) ! 7 Build, s License No. '`V`.`2�CoC) 2 Z44 Plumbers License No. g Electricians License No. Other Trade's License No. 1. Location of land on which proposed wor w}11 be don : �° l II 1,1 q 232'S (7/ House Number Street r a Hamlet c County Tax Map No. 1000 Section `�J Block 0 Lot I,J Subdivision Filed Map No. Lot 2. State existing use and occupancy of pre 'ses and int nd d use and occupan of proposed constru ion: a. Existing use and occupancy ° ��-Re �t ✓�►� e9�`�h�� b. Intended use and occupancy_ rr",!C Ga B `jaiyes hr r'94`�rne/1' 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 `IIA Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front 2!; Rear 2,J Depth 40 Height /(o Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear ��/ Depth ?S r Height Number of Stories_ 9. Size of lot:Front 4/114 Rear 5214 Depth 60 10.Date of Purchase 2,511 Name of Former Owner 901 0A 11.Zone or use district in which premises are situated A 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO �P 13. VVrli lot be n.-graded?YES_i,10 X Will excess ill'uc removed faro� ". YES ES N0� 22, 14.Names of Owner of premises AAs dDjf LG Address Rvc.�A3Y IKS Phone No. 0117'G90"S 7Z Name of Architect Address Phone No 67/" -:?10 Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YE5 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 *IF YES,PROVIDE A COPY. STATE OF NEW YORK) COUNTY OFA-4 //��� LlJ,�/,� / being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ®?al/;-Ie (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. LYUDMILA FAYMAN Notary Public, State of New York Sw3rn o�efore me this Q '� No. 01 FA603008a �L day of a� i� iPi20 Ak Qualified in Nassau County Commission Expires Sept. 7, 201? Notaryh�� Signature of Applicant FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: April 11, 2016 TO: Cliff Cornell (Cornell Properties Corp.) 22 Wright Road Rockville Centre,NY 11570 Please take notice that your application dated March 18, 2016: For permit to construct an addition to an existing barn: Location of property: 2325 Horton Lane, Southold,NY County Tax Map No. 1000 - Section 63 Block 1 Lot 1_5 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXIII, Section 280-127,the proposed use requires site plan approval from the Southold Town PlanningBoard. oard. Auth ized igna re Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board r } tr MAILING ADDRESS: PLANNING BOARD MEMBERS pF SO(/jP.O. Box 1179 DONALD J.WILCENSKI ��V� OP Southold, NY 11971 Chair VIO OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY ® �� 54375 State Route 25 JAMES H.RICH III Ol (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR yCQU��� Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD - o 1E(9[EG'VR DD June 7, 2016 JUN 1 0 2016 Mr. Clifford Cornell BUILDING DEPT. 22 Wright Road TOWN OF SOUTHOLD Rockville Centre, NY 11570 Re: Approval - Proposed Site Plan for Cornell Properties Building Addition Located at 2325 Hortons Lane, ± .25 miles south of CR 48, Southold SCTM#1000-63-1-1.5 Zoning District: R-80 Dear Mr. Cornell: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, June 6, 2016: WHEREAS, this Amended Agricultural Site Plan is for the proposed construction of a 60' x 25' (1,500 sq. ft.) addition to an existing 60' x 42' (2,520 sq. ft.) barn for agricultural equipment storage on 8.5 acres of Southold Town Development Rights land in the R-80 Zoning District, Southold; and WHEREAS, on April 25, 2016, Clifford Cornell, Jr., owner, submitted an application for Site Plan review; and WHEREAS, the Southold Town Planning Board, pursuant to §280-133 C of the Southold Town Code, has the discretion to waive any or all of the requirements in §280- 133 for those applications involving uses strictly related to agriculture as long as they are not necessary to further the objectives set forth in Town Code §280-129 to maintain public health, safety, and welfare. The Planning Board has found that this application is eligible for a waiver of certain elements of the Site Plan requirements because it is an agricultural use, the details of which are included in the Staff Report dated May 16, 2016; and WHEREAS, the Southold Town Planning Board, pursuant to Southold Town Code §280-131 B (5), has the discretion to vary or waive the parking requirements for Site Plan Applications where doing so would not have a detrimental effect on the public health, safety or general welfare, and will not have the effect of nullifying the r ` Cornell Properties Page 2 June 7, 2016 intent and provision of the Site Plan Requirements chapter of the Town Code. The Planning Board has found that this application is eligible for a waiver of parking requirements because there is no need to provide for parking - the application is for an agricultural use, the building is for owner use only and the parcel is large in size relative to the proposed structure (less than 1% lot coverage); and WHEREAS, on May 19, 2016, the Planning Board formally accepted the agricultural application as complete for review with additional information required; and WHEREAS, on May 19, 2016, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), has determined that the proposed action is a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5(c)(3) agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming. The action is for the construction of a 60' x 25' (1,500 sq. ft.) addition to an existing 60' x 42' (2,520 sq. ft.) metal farm storage,building; and WHEREAS, the proposed action is exempt from Suffolk County Planning Commission review because the proposed action is less than 5,000 sq. ft. of new floor area; and WHEREAS, on May 24, 2016, the Southold Town Land Preservation Committee reviewed the proposed action and determined it is consistent with the purposes and other terms and conditions of the recorded easement; and WHEREAS, on May 25, 2016, the Architectural Review Committee reviewed the application and approved it as submitted; and WHEREAS, on June 2, 2016, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on June 3, 2016, the Southold Town Engineer reviewed.the above- referenced application and has determined that the proposed building and site meet the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on June 6, 2016, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the above-referenced project and has determined the proposed project to be consistent with Southold Town LWRP policies; and WHEREAS, on June 6, 2016, the Southold Fire District determined there was adequate fire protection for-the site; and WHEREAS, on June 6, 2016, the Southold Town Chief Building Inspector reviewed and certified the proposed Site Plan as a permitted use in the A-C Zoning District; and Cornell Properties Page 3 June 7, 2016 WHEREAS, on June 6, 2016, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met; and WHEREAS, the Southold Town Planning Board, pursuant to §280-131(H), may waive the public hearing requirement for applications involving modifications to existing structures with no substantial change to the existing footprint, where the Planning Board determines that such modifications or any change in use will not require significant changes to existing major site design features, as well as applications involving uses strictly related to agriculture (but excepting retail winery operations). The Planning Board finds this agricultural application eligible for this waiver due to the existing farm operation that is consistent with the easement held by the Town of Southold Land Preservation Committee, the small building addition (less than 1% lot coverage) to expand the existing,use on 8.5 acres and the orientation and substantial distance from nearby residences; therefore, be it RESOLVED, that the Southold Town Planning Board hereby waives certain Site Plan Application requirements as noted above; and be it further RESOLVED, that the Southold Town Planning Board hereby waives the parking requirements as noted above; and be it further RESOLVED, that the Southold Town Planning Board hereby waives the public hearing requirement as noted above; and be it further RESOLVED, that the Southold Town Planning Board has determined that this proposed action is a Type II Action and not subject to review under SEQRA; and be it further RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board grants Approval to the Site Plan entitled "Cornell Properties" prepared by Howard W. Young, LLS, dated June 25, 2012 and last revised July 23, 2012, and authorizes the Chairman to endorse the Site Plan. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. r } Cornell Properties Page 4 June 7, 2016 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town'Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: Applicant/Agent Signature: Date: ��11-6 MAILING ADDRESS: 1179 PLANNING BOARD MEMBERS ®� of S®�piy�l® So thOold,oNY 11971 DONALD J.WILCENSKI Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY �@ 54375 State Route 25 JAMES H.RICH III (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR lyC®UN1�, Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD D RC[20'V[E D May 10, 2017 MAY 1 1 2017 Mr. Clifford Cornell BUMDING DEPT. 22 Wright Road TOWN OFSOUTHOLD Rockville Centre, NY 11570 Re: Approved Agricultural Site Plan for Cornell Properties Building Addition Located at 2325 Hortons Lane, ± .25 miles south of CR 48, Southold SCTM#1000-63-1-1.5 Zoning District: R-80 Dear Mr. Cornell: The Planning Board has found that the requirements of the above-referenced Site Plan have been completed based on the site inspection made May 4, 2017. The site is now in conformance with the Site Plan entitled "Cornell Properties" prepared by Howard W. Young, LLS, dated June 25, 2012 and last revised July 23, 2012. This letter does not condone any changes from the approved Site Plan and from approvals permitted by other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office at 631-765-1938. Very truly yours, ,%�b =,�d"Qkn Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Jamie Richter, Town Engineering Inspector t, �r Scott A. Russell 'R4$u>F 'r100 ST 1PLA WAT]E]R. SUPERVISOR M[ANAG]EM[]EN T SOUTHOLD TOWN HALL-P.O.Box 1179 t Q 53095 Main Road-SOUTHOLD,NEW YORK 11971 fv& CHAPTER 236 - STORMWATER MANAGEM T ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑K A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑Pq B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑�1 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. _ ❑El E. Site preparation within the one-hundred-year floodplain as depicted - - -on -FIRM-Map-of- any water-cour-se--- - �I; ''JI7. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. - - - -- - - - --- ---- -- --- - - -- - - - If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date. .{. 2� District NAME I /� NAME 1 G•� �- / I 1 .5 J v b Jo Section Block Lot ' ISi4n.lurci •s•[K t ,� 1r, ,l 1'• J #t G��� 1 � • RI��"n p��p, Gn I�LIILUI'�G Dt.P:-�1?T:�•1�1`JT [;�I_: f)�Lti' Contact Information f� I( ui �' 'raK�nonKwnn.a Reviewed By: - - - - - - - - - - - - - - - - - — Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — �3 1 �� Approved for processing Building Permit. K�Fm VFC1. Stormwater Management Control Plan Not Required K ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review) FORM * SMCP -TOS MAY 2014 APPLICANT S.C.T.M. 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) — p� i/r �p Stormwater Management Control Plan CHECK LIST PE d�� Tri Section Block Lot µ ' z S M C P -Plan Requirements• Provide ONE copy of the Building Permit Application. `7Date: * The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklistl Tc4p0one i 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST YES NOIf You answered No or NA to any Item, Please Provide Justification Here[ show all of the following items: j NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries © = t b. Total Site Acreage. 0 = c. Existing - Natural & Man Made Features within 500 L.F. i O of the Site Boundary as required by §236-17(C)(2). d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. 00� +;M V Co ZPIS e, Limits of Clearing & Area of Proposed Land Disturbance. 0O� f. Existing & Proposed Contours of the Site (Minimum z Intervals) 0F 0 g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements &utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. I. Location of proposed Swimming Pool and discharge ring. 00 j. Location of proposed Soil Stockpile Area(s). 0�© k. Location of proposed Construction Entrance/Staging Area(s). �0 1. Location of proposed concrete washout area(s). m. Location of all proposed erosion&sediment control measures. 0 0 2. Stormwater Management Control Plan must include Calculations showing i that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event 3 Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sedifient Controls. 0 0 b. Construction Entrance & Site Access. 0 ✓I�' c. Inlet Drainage Structures (e.g,catch basins,trench drains,etc.) 0 d. Leaching Structures (e. . infiltration basins,swales,etc.) L;NGIjNI,:t,:lt[tiG Dfu'1'AR.TAr1E:N"I' USE ONLY"'��*" � Additional Information is Required. Reviewed & I Stormwater Management Control Plan 1s Not Complete. Approved By. — - — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date- I SMCP has been approved by the Engineering Department. I FORM * SWCP Check List -TOS MAY 2014 lw le v 1 F r 4 A it i � J. :� � � A � « `�•;� '�, ,ate , l f o� t3lCl od NUMBER DATE REMARKS o Op �o ROBERT C. TAST, A.I.A. ARCHITECT ROOF DRAINA6e cALcuLATtoxs 620 OSTRANDER AVENUE ROOF ARBA= 1506MSF X 2112 X LO= RIVERHEAD, NY 11,101 251 CF RAIN 631-5a�i-8106 F 631-727-1244 8'DIA,DRYPO-L WITH A CAPACITY '- +1 GF/VF=594 VF25RCG2UIRED 24 O USe(I)-8'DIA.X 51-6' DEEP DRYVELI- N PROP05ED , (0 PROP05ED ONE STORY ADDITION ADDITION SOUTHOLD BARN NEK HORTONS LANE, TOWN OF SOUTHOLD CORAIN�F »e-�v, a w'. \ SUFFOLK COUNTY, NEW YORK \ �,r DIST. 1000, SEG. 63, BLK 01, LOT 1.5 s, N �— THE UNDERSIGNED,PURSUANT TO SOUTHOLD TOWN CODE SECTION SITE FLAN ACKNOWLEDGES THAT THE CONDITIONS OF THE SITE PLAN �� � PROVALS FORTH IN THE RESOLUTION OF APPROVAL DATED ELEV ATI ONS gI.Y_I20ARE ACCE (S CONDITIONS ON RESOLUTION). lG`�� dui SITE PLAN P SCALE : I"= 100' DRAWING PREPARED MARCH 17,2016 A ORIZED SIGNATURE TITLE DATE SCALE. 1/4" = 1'-0" .TOB NO.: 2016 -CORNELL APPROVED BY TOWN OF SOUTHOLD PLAN MG BOARD ,,,,,�®®,,,, A I�� ►.i� � � E DRAWING NO. E C E � OF N�yy sv0 N NA DATE NOM IU a site devei h+o shs�H valW a period at eighteen(1� APR 12 2 016 � ����� months ham the date apprord as perPcode section 2MI32A. Southold Town Planning Board a•, A-5 OWPROVAL O?\-]\\19 0\0 Nv? NUMBER DATE REMARKS ® ROBERT C. TAST, A.I.A. 0 �® ARCHITECT 620 OSTRANDER AVENUE RI VERHEAD, NY 11'101 pp' � 631-Eafa-8106 F 651-12-T-1244 PROPOSED ONE STORY ADDITION SOUTHOLP BARN O �Q HORTON5 LANE, TOWN OF SOUTHOLD °p pp 'p SUFFOLK COUNTY, NEW YORK DIST. 1000, SEG. 65,BLK 01, LOT 1.5 ROOF DRAINAGE aMan 610145 ROOF AREA- 1506.255F X 2/12 X 1.0 a 251 CF RAIN V DIA.DRYKELL YdM4 A 0"AOIrf I OF 4224 Cr-NF 251 CF/42a4 S 1 IT E PLAN CFNF-5A4 VF RE=dtRt29 USE 0)-&DIA.X 5', a° DEP DRYWELL �c PROPOsD AMMON 12RAWIN6 F'REPARED MARCH 17,2016 as SCALE. I" 100' 3 o N NEhI ROOF JOB NO.- 2016 -CORNELL DRAIN R \ e.i�` DRAWING NO. s �< OF O CHA,?t4x .�^ TABULATIONS ®� AREA OF PROPERTY = 8.5515 ACRES AREA OF EX15TING BUILDING = 2,545 5F AREA OF PROPOSED 13UILD51NG = 1 ,50G 5F TOATL BUILDING AREA = 4,051 5F COVERAGE = I% 51TE INFORMATION OBTAINED BY 5URVEY A PREPARED BY YOUNG*YOUNG, JULY 23, 2012 .I I , i 1 I oo'o V NUMBER DATE REMARKS ® ROBERT C. TAST, A.I.A. ARCHITECT 620 OSTRANDER AVENUE ��� ��� R I VERHEAD, NY 11101 o, . pp' 631-127-1244 PROPOSED ONE STORY ADDITION SOUTHOLD 5ARN O HORTONS LANE, TOWN OF SOUTHOLD k °O p0 '(3 SUFFOLK COUNTY, NEW YORK DIST. 1000,SEC. 65,BLK 01, LOT 1.5 ROOF DRAINAGE Q6LC&6lION9 ROOF AREA- I506 R SSP X 2/12 X IA s 25I GF RAIN V DIA.DRY ELL KIN A CAPACITY OF 42.24 CFMF 251 OF/42.24 S 1 TE FLAN GP/VF-3.94 VF REc IRM USE a)-8-DIA.x S4- am-DRYi9E_L s �• MOP05EV ADDITION DRAWINS PREPARED MARCH It,2016 s NEWSCALE DRAIN = I" = loo' S :{-' N JOB NO.= 2016 -CORNE LL DRAWINS NO. of NEW YO CHA TABULATIONS AREA OF PROPERTY = 5.5815 ACRES 4 C AREA OF EX15TING BUILDING = 2,545 5F 1 AREA OF PROPOSED 13UILD51NG = 1 ,50G 5F TOATL BUILDING AREA = 4,051 5F �® k COVERAGE = I% 51TE INFORMATION OBTAINED BY 5URVEY PREPARED BY YOUNG�YOUNG,JULY 23, 2012 i I 1 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES (3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED ON BE A VALID TRUE COPY,(4)FROM OTHERS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR NHgA THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue, Riverhead, New York 11401 tel. 651.72"i.2305 fax. 651.72?.0144 odmin9youngengineering.com Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer nA Douglas E. Adams, Professional Engineer E� Robert 0. To5t, Architect S 1 TE DATA AREA = 8.5815 ACRES S THIS MAP WAS PREPARED UTILIZING MAP OF PROPERTY PREPARED BY ANTHONY W. LEWANDOWS<1 DATED �t DEG. 5, 1444 4 OFFICE RECORDS. 1-0dc'V0z a fi g SOV, e)" 0�� o o �N \ l�Jam, c" O 1( ok op Vzo ego SURVEYOR'S CERTI F I CATION X06 "4 o RO,, X01 q�J��1 �� 0 o �, 1 o l°` OP N N0 0 0 \0� s o N O �o C� HOWARD W. YOUNG, N. . L.S. N . 45843 3 O �- MAP PREPARED FOR o (0 GORNEL.L PROPERTIES hS s�y BUILDINSY d s� DRAINAGE DESIGN CRITERIA a� $ �ot���`� at Southold, Town of Southold CALCULATION5 RD #2 Opti G° 0��0`� Suffolk County, New York V = A R 0 R.D.#I �°Ori G C> A = AREA OF TRIBUTARY (S.F.) N R = RAINFALL (FT.) ,,�^ k�'0 BUILDING PERMIT PLOT PLAN G o R.D. #I = COEFFICIENT OF RUNOFF `° A a REQUIRED County Tax Map District 1000 Section 65 Block 01 Lot 1.5 0 o ROOF = 1260 5F X 2/12 X 1.0 =210 Cr- a TOTAL =210 OF \ MAP PREPARED JUNE 25, 2012 8'DIA.DRYWELL WIT+i A CAPACITY OF 42.24 GF/VF � 210 OF/4224 GF/VF = 4.11 VF REQUIRED \ PROVIDED Record of Revisions USE(1)-6'DIA.X 5'DEEP DRYWELL - 211 GF RECORD OF REVISIONS DATE R.D. #2 AMENDED LOG. OF PROPOSED BUILDING JULY 02, 2012 REOUiRm \ AMENDED LOG. OF PROPOSED BUILDING JULY 25, 2012 ROOF = 1260 5F X 2/12 X 1.0 = 210 CF TOTAL- 210 CF 6'DIA.DR'(YELL WITH A CAPACITY OF 42.24 CF/VF 210 GF/4224 CF/VF = 4.4 VF REQUIRED a 0 PROVIDED o USE(1)-6'DIA.X 5'DEEP DRYJAELL = 211 GF 0 m 100 O 50 100 200 300 Scale: I" - 100' EL JOB NO. 2012-0152 (] DWG. I OF I = MONUMENT SET ®= MONUMENT FOUND Q= STAKE SET O= STAKE FOUND 2201201521:,p FINISHED FLOOR FROPOSED ONE STOR"r ADDITION r�P" PLR 233 pp,, � ���� � �r ..� ' ' i TO �l-IA� SAWED JOINT.F�� 6m t� ��. GI 1HETOt�JNCO�Jc. A FILL WITH SOUTHOLD 5ARN In DATE:G (� B.P.#t GO'-3" A-2 JOINT FILLER d d 8 = c � � HORTONS LANE, TOM OF SOUTHOLD FEE s�!'._. . @Y: NOTIFY BUILD;I;G r'i�RTt�1ENT AT I.. ( 2 dd- - d V 19 62 20'-0" 3 765-1°02 B AM TO 4 PPS" FOR THE 19 G2 4 -- - �°° - -4 _' OL.�G COUNTY, NEN�4 YOR< -G) ° - ° - T d 0 FGLLOVJING INSPECTIONS: I O'-02" 101-11, - 10' 0" - 10' 0" 101-111 4'_62° '-G" 4'-O" -. - 1. FOUNDATION - T'VJO REQUIRED 00" d 4 4 FOR POURED CONCRETE 2X4 STUDS @ I G" O.C. WITH 3/4" EXTERIOR = - - d 2. ROUGH - FRAMING & PLUMSING PLYWOOD SHEATHING A.N BATTEN STRIPS AS x X NOTES 3. INSULATIONTW 3 3 10 DIRECTED BY OWNER TW 3 3 1 O o - 1) ALL WORK SHALL CONFORM WITH NEW YORK STATE BUILDING AND FIRE CODES AND OTHER 4. FINAL - CONSTRUCTION MUST TW 363 10 m u CODES HAVING JURISDICTION. THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY BE COMPLETE FOR C. - REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE MODIFIED BECAUSE THEY ARE MORE ALL CONSTRUCTION SHA.L 1%AEI 1 ` CONTROL JOINT DETAIL STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED REQUIREMENTS OF THE CO)ES OF NEW (2)2X8 (2)2X8 (2)2X8 I BY CODE. YORK STATE. NOT RESPONSIBLE 1=0R ��. A-I SCALE 3° = 11-011 2) THE CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL CONDITIONS AT THE SITE PRIOR TO DESIGN OR COI�ST�iUCTiG,a ER ,ORS. f,`= - ` _ o C k THE START OF WORK, AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. 111S, REQUIRED T 3) THE CONTRACTOR PERFORMING THE WORK SHALL OBTAIN ALL BUILDING DEPARTMENT APPROVALS AND REQUIRED PERMITS BEFORE COMMENCEMENT OF WORK. ALL WORK SHALL BE rINSPECTED BY THE BUILDING DEPARTMENT AS REQUIRED AND SHALL FILE AND OBTAIN A „.! .; ,_ �.-...-.-..---- � _ � CERTIFICATE OF COMPLETION. 4X4 P05T EACH SIDE 5" CONCRETE SLAB - -- -- -" W/ GxG W2. I/W2. 1 WWF .O 04 4) A PERMIT CARD, BEARING THE PERMIT NUMBER, APPLICATION NUMBER, AND LOCATION OF 0 THE PREMISES FOR WHICH THE PERMIT IS ISSUED SHALL BE POSTED OR DISPLAYED AT THE JOB A EO d - 1 SITE. d n I I I ' ° GRADE z 1 1 5) THE CONTRACTOR SHALL NOT SCALE DRAWINGS, ALL WRITTEN DIMENSION SHALL HAVE m l -1 I 1=1 - I PRECEDENCE OVER GRAPHIC DIMENSION. 5" CONC. SLAB ° ' i I Lu - z C .1 u � .., �' �._ z slI '=III z I 111 o E _ �, ' PROPOSED BARN ADDITION N -' O - JOINT FILLER G) CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL EXISTING DIMENSIONS AND O `I` _ - p O _ CONDITIONS. ARCHITECT OR ENGINEER OF RECORD MUST BE NOTIFIED OF ANY VARIATIONS 10 ���L k i U � I PROVIDE LIGHTING � FANS AS � X o - �; I(-- - !T - " w N a =1 FROM THE DIMENSION AND CONDITIONS SHOWN BY THESE DRAWINGS. N o Irl'` TevJ 1 CERTIFICATE DIRECTED BY OWNER I c�I o N I' cQ x d 7) ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN o I X ( Q� J� iC� O , ' O STRICT ACCORDANCE WITH THE LATEST EDITION OF APPLICABLE ASTM SPECIFICATION AND o N t - - in (2) - #5 BARS TtB c� CONFORM TO THE STANDARDS AND RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES Ln_ N > N WHERE APPLICABLE. ALL MATERIALS INCORPORATED INTO THE WORK SHALL BE NEW. N W w v a z I z 8) THE ARCHITECT OF RECORD HAS NOT BEEN RETAINED FOR SUPERVISION AND A55UME5 NO = d� RESPONSIBILITY FOR THE QUALITY AND PERFORMANCE OF WORK BEING DONE. I - 9) CONTRACTOR SHALL MAINTAIN ALL THE REQUIRED WORKER'S COMPENSATION INSURANCE, AS 2 GRADE BEAM DETAIL WELL AS GENERAL LIABILITY AND ANY OTHER REQUIRED INSURANCES SCALE 3/4" = i '-0" 10) ALL INTERIOR FINISHES AND MATERIALS SHALL HAVE FLAME SPREAD AND SMOKE DEVELOPMENT RATINGS IN ACCORDANCE WITH THE NEW YORK STATE BUILDING * FIRE CODE5.E —"�' 1 1) COORDINATE ALL WORK ON THESE DRAWINGS WITH WORK OF ALL OTHER TRADES EXISTING SIDING TO REMAIN UNLESS OTHERWISE DIRECTED BY OWNER 12) ALL NEW DOOR OPENINGS SHALL BE CONSTRUCTED G" FROM THE FINISHED FACE OF THE ADJACENT WALL, UNLE55 OTHERWISE NOTED. x 10 -t 1 3) ALL DIMENSIONS NOTED V.I.F. (VERIFY IN FIELD) SHALL BE VERIFIED BY THE CONTRACTOR M PROVIDE STEEL CHANNEL JAB In x AND IF THEY ARE NOT CON515TENT WITH GIVEN DIMENSIONS, THE ARCHITECT SHALL BE NOTIFIED. � co FRAMES MODIFY EXISTING ILLJ EXTERIOR WALL STUDS I'-1" 3'-0" 1 4) FRAMING: CONTRACTOR SHALL PROVIDE ALL REQUIRED BLOCKING, BACKING, FRAMING, GIRT5 AS REQUIRED FOR NEW REFER TO PLAN5 FOR5IZE HANGERS, OR OTHER SUPPORT AS NECESSARY FOR ALL FIXTURES, EQUIPMENT, CABINETRY, DOOR- VERIFY LOCATION IN #5ECTION5 FOR SPACING z 5/8"0 ANCHOR BOLT FURNISHINGS, AND ALL OTHER ITEMS REQUIRING THE SAME. IT IS THE CONTRACTORS FIELD AND AS PER OWNER @ 3'-e' RESPONSIBILITY TO COORDINATE WITH MFR.. AND INSTALLER AND REVIEW SHOP DRAWINGS FOR N BACKING, UTILITIES CONNECTION, ETC. F- - - - - - m I I 2 IN. I- r - - - - ELECTRICAL 1) ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE AND LOCAL AUTHORITIES. ALL EQUIPMENT SHALL BE U.L. APPROVED. 3"SLOTTED SQUARE' ELECTRICIAN SHALL BE RESPONSIBLE FOR PROVIDING N.Y. BOARD OF FIRE UNDERWRITERS p WASHER(TYP.) CERTIFICATES. I m I I CONCRETE SLAB REFER CONCRETE FOUNDATION � I TO PLANS FOR I„ RPINFORCING CODE ANALYSIS I I REFER TO PLANS FOR SIZE I LINE OF DOUBLE 2x6 5/8"O ANCHOR BOLT IQ SILL PLATE OCCUPANCY: TYPE U - BARN EXISTING BARN REFERENCE STANDARDS: EXISTING FRAMING r3N"""`\ ANC110R BOLT SPACING Building Code of New York State TO REMAIN - NO CHANGE I A- I SCALE : NONE STRUCTURAL STFFL DE51GN LOADS: Roof: 20 p5f ground snow load 1. ALL STRUCT-IREKEEL NVORILSHALL CONFORMTOTHE"SPEC'IFTCATIONS Ba5ic Wind Speed: 120 mph FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL. STEEL FOR Uplift: 18. 1# z 0 z BUILDINGS*OFTIJEAIvMCAN INSTITUTE OF STEEL CONSTRUCTION Dead Loads: 10 195f F= 1= 2. STRUCTURAL STEEL SHALL CONFORM TO A S.T.M A572-GRADE S0.UNI FESS _ CONSTRUCTION TYPE IIB ct) EXISTING RIDGE (WOOL) EXTERIOR WALL COVERING) x ` w . ALL NWLDS SHALL CONFOPATTD CCS FOR �N DT% IN BjJTLDINC AREA OF EXISTING BUILDING = 2,545 SF > CO NSTRUCTION AWS)ALL ELECTRODES SHALL BE E70.Nt N IO N (- PROPOSED ADDITION = 1 ,50G SF �r 4. HFGH SIRE9GME)OLTS SHALL CON[�IARMTOAS.T.M A25 ORA490. TOTAL AREA = 4,051 SF z 5. ALL BOLTS SHALLBE U2"DI A.UNLESS OTHFRNVISE NOTED. MAX. AREA ALLOWED = 8,500 SF j 6. ALL DETAILS AND CONNECTIONS SHALL CONFORM TO ALS.C. ,x SPEiC1FICAFICINS. SHOP CONNE:CIIONS SH-kLL BE W'LLD1ll OR BCCIED UNI FSS OTHFRNNISF NOTED. 7. CU\-FRACTOR SHALL FURNISH ALL PLATES. CLIP ANGLLS. ANC CU\NECTIONS.ETC,AS RFJQUIRED FOR COMPLETION OF THE STRUCTURE, EVEN IF SUCH TIMES ARE NOT F\TLICFTLY CALLED FOR 94 THE STMUCTURAL r A'fflNGS. 8. ALL GROOVE \4E'LDS ARE TO BE Cmu-m PENETRATIONS, UNLESS NUMBER IDATE REMARKS Carl ERWSE NOTIED, ROBERT C. TAST A.I.A. 9. FOR NON-CUvPOSIT BEAMTH S. E CONNECTIONS USED SHALL BE ARCHITECT ' ADDQUATE TO PRO\1IDE FOR THE RE.A1C DONS DUE TO THE MA.\IMUTV 620 05TRANDER AVENUE UNIFORMLY DISTRIBUTED LOAD TIIAT TILE BEAM IS CAPABLE OF RIVERHEAD, NY 11101 CARRYING FOR TIS SPAN BASED ON ALLOWABLE UNTT SRESSl S FZCEPT 631-5Qa-8106 F 651-727-1244 W-1E.REHIGHER REACTIONS ARE SHOWN, I 10.STRUCTURAL TUBES S IAl.l-BEAS.T.M A_5R)GRADER 11.PAINT ONE COAT OF TENFN''EC PRIME COAT 12.SHOP DRA\�INGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIB' PROPOSED ONE STORY ADDITION BEFORE FABWCATIONOFSTEEL,Ai,DPLACFNGCrRE-BAR SOUTHOLD � �N B.ALL�VLLDING SHALL 13E PEP ORMI D BY QUALIF1H-)1'�E WES,CEltl'1'IFLU I INACCORDANICENNTTHTHEAWS. SPECIFICATIONSLATESTEDITION. HORTONS LANE, TOWN OF SOUTHOLD 1-I.ALL SPLICED STEEL MEItEERS SHALL TEtiELOP THE FULL STRENGTH OF SUFFOLK COUNTY, NEW YORK TIE SEcnoN, DIST. 1000, SEG. 63, BLK 01, LOT 1.5 15.NO'PORCH CU 1'11 NG SHALL BE ALLOWED I N'I HE:Fl ELI). 16. IT IS THE CCM. ACTCR'S RESPONSIBILITY TO OBTAIN All. FlELB, NIEASUREry E\TS REQUIRED FOR PROPER FABRICATION ANC FLOOR PLAN EXISTING OVERHEAD DOOR EXISTING OVERHEAD DOOR EXISTING OVERHEAD DOOR INSTALLATION Or THE NNCR,PRIOR TODETAIL]NG. DF-TAILS I$ NOTES �T GO'-3" DRAWING PREPARED MARCH 1'7,2016 IV 5e-ALE- 1/4" = 1'-0" 3 AS NOTED JOB NO.. 2016 -CORNELL- W FLOOR PLAN A A-2 5CALE : 114" = 1 '-0" OPANINC7 NO. L15T OF DRAWINGS A— I FLOOR PLAN, DETAILS NOTES A-2 ROOF FRAMING PLAN, SECTIONS DETAIL5 t Jl� A-3 SITE PLAN � ELEVATIONS N. Ave 1 '5Z'5 F- 1 FOUNDATION PLAN, DETAILS * NOTESA= l z J O U � A z A-2 X w 8 o0 y- 2 3 4 � 7 19—G2.. 20'-0" 19'—G2.. 40 3"X 2" X 3/6" ANGLE, 2" LEG VERTICAL CONNECT TO WOOD STUDS W8x 10 W8x 10 W8x 10 FLEXIBLE FLASHING BY I METAL BUILDING KNEE BRACE - MANUFACTUKEK p FSEE DETAIL A-A O DWG. A-2 0 NOTE: A 8JE 10 ROOF PURLIN 4'-0" Mme' 1— BY'MARINO WARE' O p LOCK SEAM PLU ~ PURLIN 8JE 10 PURLIN 8JE 10 PURLIN 8JE 10 I PURLIN 8JE 10 PURLIN 8JE 10 PURLIN 8JE 10 O 4 O M PAGING AL ROOF pURUN 5 MA I5ATING MET w O O O _ O KTO 1 PANEL CLOSURE x I x x MSG. M �,, z MEAL ROOF DEG LOCKSEAM PLU zCO 0 O � I PURLIN 8JE 10 U 3/6' ANGLE,Y6 " FILLET Q I I z 3"x2"x INSTALL ADDITIONAL GIRT AS REQUIRED U U WELD TO TOP FLANGE W8X 10 PURLIN 8JE 10 1 W8x 10 TO TERMINATE NEW* EXISTING SIDING 1 U Lu W I O X 33 I — > W8x 10 W8x 10 W8x 10 W8x 10 W8x 10 W8x 10 Q '— W 10x33 Lu EXIST NG RIGID FRAME FLANGE TO z N J N - INTERMEDIATE w8x10 -1 N N m m m u O N o W8X!0 I 'n m 0 O w Ln j N lLj N I J W8x10 nn " , u u u SOFFIT TO MATCH EXISTING �� I�� �� PL. 8 X X 8 WELD TO 5 X 8 XY4 PLATE - WELD TO TUBE � BOLT Q PL. G X 5 X G WELD TO a - x I N OL. BOLT TO W 10 WITH COL. BOLT TO W 10 WITH TO COLUMN WITH (2)% " OA325 BOLTS ( I J 4 -2" DIAM. A325 BOLTS. (4),--2"DIAM. A325 BOLTS. x > PURLIN 8JE I O PURLIN 8JE 10 PURLIN 8JE 10 O PURLIN 8JE 10 PURLIN 8JE 10 O PURLIN 8JE 10 z I X2 BATTENS OVER 3/4' CLEAR I x Q 4" TUBE COL. 4" TUBE COL. EXTERIOR PLYWOOD -' x - x TYPICAL NEW ADDITION (PAINT) m PROPOSED BARN PROP05ED BARN EXISTING BARN > _J\ L i IW N I v- EXIST. RIGID FRAME KNEE BRACE - x COL. WIDTH VARIES DETAIL A ATYPICAL EE m z O — W8x 10 W8x 10 DWG. A-2 W8x 10 X B w � El 2X4 STUDS @ I G" O.C. COL. BASE PLATE - SEE DETAIL 4" X4" TUBE COL TO COL SEE WOOD PLATE ANCHOR BOLT DETAIL 5" CONC. SLAB WITH I TYPICAL GxG, W2. I XW2. I WWF EL. O-G JOINT FILLER a �, I EL. 0'-0" EL. 0'-0" TOP OF SLAB EL. 0-0 = d " 41 EXISTING ROOF FRAME GRADE111—ISI—ISI I °_ Q ab OOGRADE BEAM 8 ± J c 4 � z^ _ tu —1 I I I I I I � : 4 A SEE DETAILS FOR 4 ` PIER* FOOTING PER NEW ONC. w �j A-2 "I I I1 III q I RREINFORCING . - EXISTING PIER k : .I I a 4- c _ EXISTING N ° ° a BASE PLATE 4-- o ROOF FRAMING PLAN SCALE : 1/4" = l '-O` SECTION AT NORTH WALL COLUMNS SECTION AT NEW EXISTING MIDDLE COLUMNS S SCALE : 3/4" = 1 '-0" SCALE : 3/4" = 1 '-0" EXISTING COL. AT BASE f�TO EDGE OF CONC. 1 '-0 1/2" X 1 1/2" = 1 '- 1 3/4" 2'-0" m 8X I O W8X 10 NUMM;Z DATE f PLATE 4"X 1" X 0'-G" I L" �" " ROBERT C. TASTAA.I.A. 4 L L22 X22 X4 KNEE BRACE \\NEARCHITECT 620 05TRANDER AVENUE 2-/2"O A325 BOLTS RIVERHEAD, NY IIQOI METAL ROOF PANELS TO MATCH EXISTING 631-51Q-8106 F 631-727-1244 5" x, " EXISTING DETAIL A-A FLNNGE OF RIGID SCALE : NTS A FRAME COLUMN . PROPOSED ONE STORY ADDITION 14�� I 50UTHOLD B�-4RN z BOLTS 2 DIA. A325 W8X 10 KNEE BRACE �-10RTON5 LANE, TOWN OF SOUTF-10LD SUFFOLK COUNTY, NEW YORK O � 4" x 4" STKUCT. TUBE DIST. 1000, SEG. 63, BLK OI, LOT 1.5 X CONNECTION STRUT FROM - NEW 4" x 4" COLUMN o +I w 4X4 COLUMN O 1 X2 BATTENS OVER ROOF FRAM I NO PLAN 3/4' CLEAR EXTERIOR 5" x 4" x (5" PL. PLYWOOD GT ONS 4 DETAILS WELD TO 4" x4" STRUCT. TUBE — TYPICAL NEW PROP05ED BARN EXISTING 46" FILLET WELD ALL SIDES) ADDITION (PAINT) BARN O 5 " CONC. SLAB WITH GXG, W2. 1 X W2. 1 WWF DRAWING PREPARED MARCH 17,2o1e SCALE: 1/4" = 1'-0" d AS NOTED REINFORCING G MIL VAPOR BARRIER TOP OF SLAB JOB NO.: 2016 -GORNELL Lvk— Ail ITO MATCH EX15TING aRAwINS No. OF CL NEW EX15T. COLUMN ` .CONNECTION TO EXISTING RIGID FRAME A SECTION A—A A-2 SCALE . 114" = P-O" SCALE . 3" = 1 '-0" _ ±� —2 I �-•Ay EXISTING METAL ROOF EXISTING BARN TO REMAIN y,. MODIFY EXISTING 51 ING A5 REQUIRED TO RECEIVE NEW FLASHING M AL ROOF ROLLING BARN TRACK - PROVIDE WOOD SHROUD COVER A5 DIRECTED BY OWNER EXISTING BARN TO REMAIN (( ii y 11 I i I I N W M `l"AL P,(-,,OfIN TO ATCH TSTA' 1= f I II I E II 1� ( , IN. 2 ' GA. USTI RED '; LOR�I iI I I .I � STYLI A I CONT. 6 ALUM. GUTTER WITH LEADER TO DRYWELL DOOR I SELECTED BY OWNER I X2 BATTENS OVER 3/4' CLEAR EXTERIOR PLYWOOD I II I BACKER ROD EXPAN510N JOINT AT `` I TYPICAL NEW ADDITION PAINT 1 I �I II II I ( ) I ! I 1 1 INTERSECTION - MODIFY EXISTING CORNER o TRIM AS REQUIRED I ! I I I I I TW 30310 ANDER5EN 1 WINDOWS OR AS 5ELE TED 1 i I I TOP OF SLAB BY OWNER I � I I TO MATCH EXISTING :TING I GRADE VARIES - V.I.F. GRADE VARIES V.I.F. : I I I I m rl r- -7'-I- - -; —I- -I r - -�- - � r — � — � - - - - - - - - - - - - - - - - - - - - - - - - - - - --- — __ -- .- - - - - - - - - - - - - - - - - -. - - - - - - - L.1 —L- - - - - - - - - - - - - - - - - - - - - - -I- - - -L - - - - - - - - - - - - - -- -- - - - - - L — —L -- - - - --- - - - - - - - - - - - - - --I— J K'2""'N WEST ELEVATION BOTTOM OF NEW FOOTING SHALL 3 NORTH E EVATION A-3 SCALE : 1/4" = 1'-0" MATCH EXISTING (±3'-G") - SCALE : J/4" = 1 '-0" B N� ( A �O � O2, %31 1 X2 BATTEN5 OVER 3/4" CLEAR EXTERIOR PL'"/OOD o, TYPICAL NEW ADDITION (PAINT) 00 � I 12 VN EXISTING BARN TO REMAIN I I I .75± I 1 I ill o 9 � NUMBER DATE REMARKS I I II s 'o00 o ROBERT C. TAST, A.I.A. ° ' ARCHITECT 31 _711 I ROOF DRAINAGE cA SFX 2/12 RIV 05TRANDER AVENUE ROOF AREA= 1soe2ssF x 2/12 x 1.0= RIVERHEAD, NY IIQOI 1 I > 251 OF RAIN 631-5�iQ-8106 F 631-�27-►244 8'DIA. WITH A CAPACIT +I OF 424 4 CFNF GF/VF Y 251 GF/424 I 0 CF/,/F■5.94 VF REQUIRED USE(1)-V DIA.X 5'-6" DEEP DRYWELL RN DOO F A5 ' I S CTE Y I - PROPOSFD (OA PROPOSED ONE STORY ADDITION I I ADDITION SOUTHOLD E3AFN W-HPoor- HORTONS LANE, TOWN OF SOUTHOLD o,.,. SUFFOLK COUNTY, NEYORiG W TOP OF EXISTING SLAB �� DIST. 1000, SEG. 65, BLK 01, LOT 1.5 I I 's, N SIN N SITE PLAN ELEVATIONS SITE PLAN L --- - - - - - - — - - - - - - - — - -- - - - - - - - - - - - -L -- - -1 - - - - - - - - - - - - -- - - - - - - - - - - - - - - - -L —I SCALE : I"= 100' - - - - - - - DRAWING PREPARED MARCH 17,2016 SCALE: 1/4" = 1'-0" 'INN EAST ELEVATION JOB NO.. 2016 -WP14ELL A-3 SCALE : 1/4" = 1 '-0" 3 ANCHOR BOLT SPACING DRAWING NO. A- I SCALE : NONE 6. A�5 2 OR 3 ° 4' G" 2'-311 21_311 8" NEW GRADE BEAM G GO'-3" OUT TO OUT OF CONCRETE 2'-0" 2 3 4 (4) 5/8" DIAM. _ (4) 5/8" DIAM. A 2 ° ANCHOR BOLTS A-0. ANCHOR BOLTS 19'-G2" V N NEW COL. 62 20'-0" .. 4-9 I " - O 0 DEPRESS WALL @ B�c) a� CONTINUOUS 8" GRADE BEAM DOORWAY ABV. EXISTING EDGE OF ONC. 711 L J L J I- a . P4 F4 P2 F2 P2 F2 P4 F4 EXISTING EDGE OF CONC. � , v - 2 I O 6, COL. EXISTING COL. F-I U BASE PLATE 8" ° 8" BASE PLATE w PLAN DETAILoo n cz ILu Lu q_1 w EXISTING FOOTING 0 I I I owl - ED °O EXPANSION JT. DETAIL Q p ,x n - COL. EXISTING FOOTING � W C) Lu 0 o z z 0 o N z PIER P3 DETAIL FOOTING F3 DETAIL PI ER P I DETAI L FOOTI NG F li DETAI L o = o NEW U NEXCAVATED AREA o I = N 0 ; I 5 " CONC. SLAB WITH GXG, W2. 1 X W2. 1 WWF REINFORCING J ~ N SCALE 3/4" = 1 '-0" SCALE 3/4" = 1 '-0" N Q ° G MIL VAPOR BARRIER ° w NOTE: PIER SHALL BE 2 x I 2 WITH _N N NOTE: PIER SHALL BE I '-2" x I '-2" WITH (4) #5 VERTICAL DOWELS (4) #5 VERTICAL DOWELS ° ° w > (4) #3 TIES EVENLY SPACED. FOOTING SHALL BE 12" THICK (4) #3 TIES EVENLY SPACED. FOOTING SHALL BE 12" THICK czj w FL/ WITH #4 BARS @ 12" EACH WAY TOP BOTTOM. WITH 3-#5 BARS TOP � BOTTOM IN LONG DIRECTION #3 TIES Q > v v n > @ 12" IN SHOR 2 CTION - Q I < I 2' 011 Q OR Lu Lu 3 P3 F3 F F_ - P I * F I P1 * F I P3 F3 COL. Q 1 I I n (4) 5/8" DIAM. a - a a � I' 2" ANCHOR BOLTS O - - - - - - - - - _ - • . °o m C� a� ° g L J L --I � O A A . ° NEW COL. 0 N ° d , n n m .0 4 . /� I I I 7.. a (4) 5/8" DIAM. d ° ° Q EXISTING FOOTINGS PIERS - VERIFY LOCATION SIZE IN FIELD ANCHOR BOLTS = ° m ° NEW FOOTING 3z„ [3j"[z COL. ' ti- d 31-01, I? PIER P4 DETAIL FOOTING F4 DETAIL PI ER P2 DETAI L * FOOTI NG F2 DETAI L , SCALE : 3/4" = 1 '-0" SCALE : 3/4" = I '-0` NOTE: PIER SHALL BE P-2" x 1 '-2" WITH (4) #5 VERTICAL NOTE: PIER SHALL BE 1 '-2" x 1 '-2" WITH (4) #5 VERTICAL DOWELS * (4) #3 TIES EVENLY SPACED. FOOTING SHALL DOWELS * (4) #3 TIES EVENLY SPACED. FOOTING SHALL BE 12" THICK WITH #4 BARS @ 12" EACH WAY TOP BE 12" THICK WITH #4 BARS @ 12" EACH WAY TOP BOTTOM. BOTTOM. w �{� - > W N Ln ° z z �n #3TIES @ 12" FOUNDATION CONCRETE NOTES X EX15TI NG UNEXCAVATED AREA w 1 . REMOVE TOPSOIL AND OTHER SURFACE MATERIALS IN PREPARATION FOR PLACING CONCRETE. w c� 2. CONTRACTOR MAY BACK FILL AGAINST FOUNDATION WALLS ONLY AFTER SEVEN (7) DAYS OF PIER REINFORCING DETAI L5 CONCRETE CURE TIME USING PROPER CONSTRUCTION METHODS, SHORING AND EQUIPMENT, EX15T1 NG P.C. 5LAD TO REMAIN -� `t TO AVOID DAMAGE TO THE WALLS. SCALE 3/4" = 1 '-0" 3. 501L BEARING VALUE ASSUMED AT I TON/5F - ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL OF AT LEAST THAT VALUE- VERIFY IN FIELD. NOTE: VERTICAL DOWELS IN THE PIERS 4. ALL CONCRETE SHALL BE STONE CONCRETE AND SHALL DEVELOP A MINIMUM ULTIMATE SHALL BE HOOKED AT THE END AND EXTEND COMPRESSIVE STRENGTH AT 25 DAY5.0F 4,000 PSI, FOR THE SLAB AND 3,500 PSI FOR ALL DOWN INTO THE FOOTING TO A POINT 3 OTHER CONCRETE. NUMBER DATE REMARKS INCHES ABOVE THE BOTTOM OF FOOTING. 5. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS, CONFORMING TO ASTM ROBERT C. TAST, A.I.A. AG 15-GO; REINFORCING 5TEEL5HALL CONFORM TO ASTM A 185 AND A82. ARCHITECT G. DETAILS AND GENERAL PROVISIONS FOR CONCRETE CONSTRUCTION SHALL CONFORM TO THE 620 OSTRANDER AVENUE REQUIREMENTS AND RECOMMENDATIONS OF LATEST BUILDING CODE AND MANUAL ACI 315. RIVERHEAD, NY IIQOI CONC. PIER 7. ALL PERIMETER GRADE BEAMS SHALL BE 8 INCHES WIDE BY 3'-G" DEEP REINFORCED WITH (2)#5 631-5aa-8106 F 631-121-1244 BARS TOP AND BOTTOM. THE TOP OF GRADE BEAM SHALL BE G" ABOVETHE TOP OF SLAB EXCEPT 32" 32" AT DOORWAYS - SEE DETAIL. 8. THE TOP OF PIERS SHALL BE G" ABOVE FINISH FLOOR ALONG LINES 1 ,2 AND A. TGHE TOP OF EXISTING FOUNDATION WALL BOTH INTERIOR PIERS SHALL BE FLUSH WITH TOP OF SLAB. FOOTING CONSTRUCTION TO REMAIN 9. ALL "AB I" ANCHOR BOLTS SHALL BE 5/6" DIA. WITH A MINIMUM 12" EMBEDMENT AND WITH A 3" HOOK. PROPOSED ONE STORY ADDITION ANCHOR BOLT MATERIAL 5HALI.BE ASTM A3G, ALL THREADED ROD SOUTHOLD BARN 10. FLOOR SLAB SHALL BE 5" THICK, REINFORCED WITH GXG-W2. I XW2. 1 WWF PLACED AT 2Y2' BELOW THE HORTONS LANE, TOWN OF SOUTHOLD TOP OF SLAB. THE 5LA5 SHALL BE PLACED ON COMPACTED SUITABLE POUROU5 SITE SOIL. A G MIL SUFFOLK COUNTY, NEW YORK POLYETHYLENE VAPOR BARRIER SHALL BE LAID UNDER THE SLAB. 1 1 . NOTE: THE BOTTOPM OF FOOTING INDICATED (-X-X") TO BE BELOW FINISHED FLOOR ELEVATION." DIST. 1000, 5EG. 65, BLK 01, LOT 1.5 12. THROUGHOUT CONSTRUCTION, THE CONCRETE WORK SHALL BE ADEQUATELY PROTECTED AGAINST COL. DAMAGE DUE TO EXCES51VE LOADING, CONSTRUCTION EQUIPMENT MATERIALS OR METHODS, ICE, RAIN, SNOW, EXCESSIVE HEAT AND FREEZING TEMPERATURES. =1cV PL. I 0"X 2"X 10" 1 3. THE CONTRACTOR SHALL PREPARE CONCRETE TEST CYLINDERS FROM EACH DAYS POUR. CYLINDERS FOUNDATION FLAN m SHALL BE PROPERLY CURED AND STORED. SAMPLE FRESH CONCRETE IN ACCORD WITH ASTM C 172. DETAILS $ NOTES 14. THE CONTRACTOR SHALL PROVIDE CYLINDERS FOR EACH 50 CY FOR EACH MIX USED � SUBMIT CURED N _ ._� .__ -_- _ _ CONCRETE CYLINDERS TO OWNER FOR TESTING AT OWNERS REQUEST. -' 4" TUBE COL. 15. AIR ENTRAINMENT SHALL BE 4%TO G% IN ALL EXPOSED CONCRETE. DRAWING PREPARED MARCH 1-1,2016 I G. MAXIMUM WATER/CEMENT RATIOS: -m 4 -g" DIAM. ANCHOR A. FOUNDATIONS: 0.50 50ALEt 1/4" - P-O" a AS NOTED BOLTS EMBED 12" IN g SLAB 0.47 JOB NO.t 2016 -cORNELL N (GO-3 CONC. WITH A 3" 17. MAXIMUM AGGREGATE SHALL BE IY2 INCH FOR FOOTING5 AND 3/4 INCH FOR GRADE BEAMS AND SLABS. HOOK PROJECT 2 ill 18. COLD WEATHER CONCRETE SHALL BE IN ACCORDANCE WITH ACI-30G. "�� os "LL14 DRAWING NO. w I ABOVE TOP OF CONC. �R 19. FINISH ON SLAB SHALL BE AS DIRRECTED BY OWNER. r,�" �� c►� a'�. '&,' FOUNDATION PLAN A � �? � SCALE . 114" = I '-0" A-2o. .,..�, 4 s 2 COL. BA5E PLATE ANCHOR BOLT DETAIL5 A -1 SCALE : 3" = 1 '-0"