Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1000-83.-3-2.2
SURVEY OF PROPERTY SITUATE CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C . TAX No. 1000-83-03-021a 3j.ol RC' yfiyec^ F SCALE 1 "= 100' : ." OCTOBER 1 , 1999 "9' W�'oiAs NOVEMBER 17, 1999 RECONFIGURED RESERVE PARCEL OCTOBER 21 , 2009 ADDED PROPOSED BUILDING �` r„ ;�Qv2' ,• �p°°J° .pa \ �`i OCTOBER 30, 2009 FINAL SURVEY ON METAL BUILDING 4r s a0 O fi4ro :°p . . .eLfs ,sRe 9 +ofs'RAfq 13 s 'fF„ ry��, S�3p TOTAL AREA - 6319 CO. 44 sq. ft. 0.0 6GVCL SS Rwsr y 9; " JSQ 4� 8?VB. NOTE °8• Oe,� °"A, A `"O \� THIS PROPERTY IS LOCATED IN , r'`" '��`'•. ZONING USE DISTRICT: A-C (AGRICULTURAL CONSERVATION) ah C •'R 3 � 9R4 F�> rr +- CERTIFIED T0: 1��tdtomo Hf9p b,rl of "Ri\ COMMONWEALTH LAND TITLE INSURANCE COMPANY �p e LIEB VINES, LLC g oMFy LEE VINEYARDS, LLC +Rf,yA� TOWN OF SOUTHOLD Lys + � 4 s \ . 2) A s +ySoS f o°vi OGrAR+ sP HOC^rfAf \ q 1peo \ L ILvi V4/�1K�. F-�-^A EkKtrJE o °e APPIN 14ROVED SAY aQ NING T,U NING 80 OWV1V THOLD o-�o-o P" DATE P y� 11 h See- �o�•fr ti wOO° �, 4E F °�P� Gc H Kzk i; ,y1 PREPARED IN ACCORDANCE WITH THE MINIMUM i App �ti1 , ' .' . . , ...,.. ..- •••"",•FgpTHE CL I A15 AND APPROVED AAND SADOPTED O TITLE SURVEYS l7 TITLE SUCH ASSUSE NY THE NEW YORK STATE LAND G �EOF NE6yY G, ZAFTCO Oqp. ACIGIOUDEIES t1PhP �' ACCEPTED p� ROY T 5161 117°R'ni A CEPTED OON"OIp APPfla ONR09DUR10M - - - ---_I O2- j 50467 py RINTNDA'E ulvnurHaR¢ED ALreRATIDN OR ADDITIONC�AIVD SI) Lic No. 50467 � TRL6 A 1 DSl yA RR TO THIS SURVEY IS A VIOLATION OF SECTION 7299 OF THE NEW YORK STATE EDUCATION LAW Nathan Taft Corwin III APPROVED EY COPIES OF THIS SURVEY MAP NOT BEARING 'COW? OP I3i00LDPi ANNU'GEOARD THE UND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED ➢ dCh '�EDTO BEA VALID TRUE COPY Land Surveyor � TITLE DATB CERTIFICATIONS INDICATED HEREON SHALL RUN A THORIZGD SIGNAT'ORE ONLY TO THE PERSON FOR WHOM THE SURVEY pment "shall he Valid far S PREPARED. AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND NOTE:The approved sikfr Nlhe date Uf� �� LENDING INSTITUTION LISTED HEREON. AND Title $UrvPyS — $ubdiViel°/IS — Slfe PI005 — OOnSINch°n L°youl B exiOd Of three(3)yeak TO THE ASSIGNEES OF THE LENDING INS➢- p TUTION, CERTIFICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fox (631)727-1727 code section t00-255. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1586 Mam Raod P O Box 1931 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. JOmesport, New YOrk 11947 Riverhead, New York 11901-0965 MAILING ADDRESS: PLANNING BOARD MEMBERS �F soar P.O. Box 1179 DONALD J.WILCENSKI O�� yQl Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex CO KENNETH L.EDWARDS Q 54375 State Route 25 JAMES H.RICH III �� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR li�'COU,M'� Southold, NY Telephone: 631 765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 15, 2012 Mr. Bill Kelly Morton Buildings, Inc. 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Approved Site Plan for Lieb Vines, LLC Located at 13050 Oregon Road, Cutchogue SCTM#1000-83-3-2.2 Zoning District: A-C Dear Mr. Kelly: The Planning Board, at their November 8, 2012 Work Session, found that the requirements of the above-referenced site plan have been completed based on the site inspection made November 5, 2012. The site is now in conformance with the approved site plan dated October 1, 1999, prepared by Nathan Taft Corwin, III, last revised October 30, 2009. This letter does not condone any changes from the approved site plan and approvals from 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. Very truly yours, r'��CSDZ Donald J. Wilcenski Chairman cc: Planning Board Heather Lanza, Planning Director Michael Verity, Chief Building Inspector Jamie Richter, Town Engineer Y MAILING ADDRESS: PLANNING BOARD MEMBERS DF sour P.O. Box 1179 MARTIN H.SIDOR O�� y0l Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS G • 54375 State Route 25 JOSEPH L.TOWNSEND IRS1 DONALD J.WILCENSKI zsl (cor. Main Rd. &Youngs Ave.) �'QUIM Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 23, 2010 Mr. William Kelly P.O. Box 1680 Southold, NY 11971 Re: Approval: Proposed Site Plan for Agricultural Storage Building/Lieb Vines LLC Location: 13050 Oregon Road, Cutchogue NY SCTM#1000- 83-3-2.2 Zoning District: A-C Dear Mr. Kelly: The following resolutions were adopted at a meeting of the Southold Town Planning Board on March 22, 2010: WHEREAS, this site plan is proposing to construct a 5,040 sq. ft. agricultural storage building measuring 105' x 48', for storage of farm equipment related to growing grape vines and harvesting grapes on 13.7 acres with Development Rights sold in the A-C Zoning District. There is one other existing storage building on site which is 48.3' x 115.2', south of Oregon Road and approximately 250' feet east of Cox Lane, and 540 feet southeast of the proposed new building; and WHEREAS, the applicant submitted an application for site plan review on February 8, 2010; and WHEREAS, the Southold Town Planning Board accepted the application for formal review at their February 16, 2010 Work Session; and WHEREAS, the Southold Town Planning Board pursuant to State Environmental Quality Review (SEAR) (6 NYCRR, Part 617.5 (c) (3) 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...of farm buildings and structures...° and not subject to review under SEQRA; and WHEREAS, on February 18, 2010, the Southold Town Architectural Review Committee reviewed and determined that the proposed agricultural storage building was acceptable; and WHEREAS, on February 26, 2010, the Planning Board, pursuant to Southold Town Code §280- 131 C., distributed the application to the required agencies for their comments; and WHEREAS, on February 26, 2010, the Southold Town Engineer reviewed the above-referenced application and has determined the project to provide adequate drainage and the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and Y • • Lieb Vines, LLC Page Two March 23, 2010 WHEREAS, on March 1, 2010, the Town of Southold LWRP Coordinator reviewed the above- referenced project and has recommended that the proposed project is consistent with Southold Town LWRP policies; and WHEREAS, on March 8 2010, the Southold Town Chief Building Inspector reviewed and certified the proposed site plan as a permitted use in the A-C/R-80 Zoning Districts; and WHEREAS, on March 9, 2010, the Cutchogue Fire District requested that provisions be made for emergency vehicle access to the proposed barn and requested that the road be able to support a Class A engine (minimum 70,000 pounds) and determined that water supply in the area was adequate for the site; and WHEREAS, on March 18, 2010, the applicant made a note on the site plan map indicating that an RCA base will be placed upon the farm road that would support a Class A fire engine; and WHEREAS, the Southold Town Planning Board, pursuant to §280-131 H of the Southold Town Code, has the discretion to waive the public hearing requirement for those applications involving uses strictly related to agriculture; and WHEREAS, the Southold Town Planning Board has found that the public hearing for this application may be waived for the following reasons: this site is an already active farm operation, the location and topography of the additions and new building is such that it will conform with other structures on the property which are already actively being used for agricultural purposes, the adjacent parcels to the northeast and south are active agricultural operations and the residential lot immediately adjacent to the proposed agricultural storage building to the west is a heavily wooded lot and the proposed structure is over 170 feet from the residential structure on the adjacent lot; 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; and WHEREAS, pursuant to Southold Town Code §280-133 C, the Planning Board has found that requiring the entire set of site plan application requirements for this site is not necessary for the following reasons: the application is for an agricultural use and part of an active farm operation, and the parcel is large in size relative to the proposed and existing structures (the structures cover only 1.89% of the farm area), therefore, the Planning Board will require only the following site plan application items: §280-133 A. (1) and (2), B. (1)(a—f), B. 3(a) and B. 4(a) and (i); 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 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 barn is being used to house only related to growing grape vines and harvesting grapes where space for the parking of farm vehicles is ample, and there will be no public access to the barn; and Lieb Vines, LLC Page Three March 23, 2010 WHEREAS, all applicable requirements of the Site Plan Regulations Article XXIV, §280— Site Plan Approval of the Town of Southold have been met; be it therefore RESOLVED, that the Southold Town Planning Board hereby waives the public hearing requirement, the parking requirements, and site plan application requirements, as noted above; 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 "Lieb Vines, LLC", prepared by Nathan Taft Corwin, III, Land Surveyor, on October 1, 1999 and last revised on October 9, 2009 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) Approved site plans are valid for three years from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4) Any changes from the approved site plan shall require Planning Board approval. 5) 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, c Martin H. Sidor Chairman Encl. cc: Building Dept. w/map Town Engineer w/map I PI��k- 1 Jeffrey T. Butler, P.E. , P.C. 206 Lincoln Street 6 Architectural and Engineering Services Riverhead, NY 11901 Tel: (631) 208-8850 Fax: (631) 727-8033 November 7,2012 P;0` 1 4 Town of Southold P.O. Box 1179 Southold,N.Y. 11971 RE: Lich Vineyard— 13050 Oregon Road Cutchogue NY(Permit No. 26495Z) To Whom It May Concern: This is to certify that two(2)drywells have been installed at the new storage building located at 13050 Oregon Road, Cutchogue. Should have any questions please do not hesitate to call. Sincerely, OF NEW YO C-) 4� Jeffre rT. Butler,P.E. • W r R 2� 07349 P� AROFESS\0 0 0 Southold Town Planning Board Work Session — Page Two— November 8, 2012 Project name: ' Lieb Vines, LLC 2010 SCTM#: . 1000-83-03-2.2 Location: 13050 Oregon Road, Cutchogue Description: ; Construction of an agricultural storage building, 5040 sq. ft. in size, for storage of farm equipment related to growing grape vines and harvesting grapes on 13.7 acres with Development Rights sold in the AC Zoning District. Status: Approved Pending Final Inspection Action: Review comments from Final Site Inspection for C.O. Attachments: Draft Final Inspection Letter Project name: Boyle, John & Catherine SCTM#: 1000-18-2-34 Location: 24435 NYS Route 25, 100' e/o Platt Road, Orient Description: Construction of a 2,375 s.f. (25' x 95') barn on a 22.46 acre parcel located on the north side of Main Road, approximately 100' east of Platt Road in the R-80 Zoning District. Status: Approved Pending Final Inspection Action: Review comments from Final Site Inspection for C.O. Attachments: Draft Final Inspection Letter Submission Without a Cover Letter Sender: Subject: SCTM#: 1000 - CMZ - Z Date: 0 — 1 lz- Comments: PF, Z OCT 12 2012 • MAILING ADDRESS: PLANNING BOARD MEMBERS �pF SO P.O.P.O. Box 1179 MARTIN H.SIDOR Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS G • 54375 State Route 25 JOSEPH L.TOWNSEND (cor. Main Rd. &Youngs Ave.) DONALD J.WILCENSKI ��COUNTV,�c� Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 9, 2010 Mr. William Kelly P.O. Box 1680 Southold, NY 11971 Re: Waive Hearing: Proposed Site Plan for Lieb Vines, LLC Located at 13050 Oregon Road, Cutchogue SCTM#1000-83-3-2.2 Zoning District: A-C Dear Mr. Kelly: As part of the expedited site plan review process for uses related to agriculture, the Planning Board has determined that this proposed agricultural storage barn does not require a public hearing. Therefore, the proposed public hearing has been waived pursuant to Southold Town Code Section 280-133C. If you have any questions, please do not hesitate to contact this office. Very truly yours, Martin H. Sidor Chairman Ms Sadoo T-5 I would like to see provisions made for emergency vehicle access to the barn. The road bed should be able to support a class A engine (minimum 70,000 pounds). Water supply is adequate in the area. The farm road shown on the map does not exist to a public way. Thanks Bob Fisher 631-276-7240 631-796-9180 Poberl Fi--her Fire ln--5�dor robert.fisher@town.southold.ny.us _ • • MAILING ADDRESS: PLANNING BOARD MEMBERSP.O. Box 1179 ,,if H.SIDOR QF $O!/j�0 Southold, NY 11971 Chair ��61 OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L. EDWARDS C_ Q 54375 State Route 25 JOSEPH L.TOWNSEND (cor. Main Rd. &Youngs Ave.) DONALD J.WILCENSKI l�{'COU '� „4- Southold, NY ° Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 23, 2010 Matthew Martin, Secretary 260 New Suffolk Road Cutchogue, NY 11935 Re: Request for review on: Lieb Vines, LLC Agricultural Storage Building SCTM#1000-83-03-02 Dear Mr. Martin, The enclosed site plan application, referenced above, is being referred to you for your comment on matters of interest to the fire department, including fire department equipment access, emergency services, and any other issue that may be of concern or relevance to this application. Please respond with your recommendations at your earliest convenience. Project Description: This site plan is proposing to construct an agricultural storage building, 5040 sq. ft. in size, for storage of farm equipment related to growing grape vines and harvesting grapes on 13.7 acres with Development Rights sold in the AC Zoning District. There is one other existing storage building on site, south of Oregon Road and approximately 250' feet east of Cox Lane Please contact me at (631)765-1938 if you have any questions. Thank you for your cooperation. Sincerely, / iii-r7cc.NcZ� Tamara Sadoo Planner Encls.: Site Plan Application Site Plan • • MAILING ADDRESS: PLANNING BOARD MEMBERS pF so P.O.P.O. Box 1179 MARTIN H.SIDOR h� yl0 Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS G • 54375 State Route 25 JOSEPH L.TOWNSEND Q (cor. Main Rd. &Youngs Ave.) DONALD J.WILCENSKI IiY4unil"� Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Tamara Sadoo Date: March 8, 2010 Re: b-.A v SCTM#1000-83-3-2.2 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. Description: This site plan is proposing to construct a 5,040 sq. ft. agricultural storage building measuring 105' x 48' x#', for storage of farm equipment related to growing grape vines and harvesting grapes on 13.7acres with Development Rights sold in the A-C Zoning District. There is one other existing storage building on site which is 48.3' x 115.2', south of Oregon Road and approximately 250' feet east of Cox Lane, and 540 feet southeast of the proposed new building. Thank you for your cooperation. Encls: Site Plan Application Site Plan Page 1 of 1 Sadoo, Tamara From: Fisher, Robert Sent: Tuesday, March 09, 2010 10:30 AM To: Sadoo, Tamara Subject: Lieb Site Plan Ms Sadoo I would like to see provisions made for emergency vehicle access to the barn. The road bed should be able to support a class A engine (minimum 70,000 pounds). Water supply is adequate in the area. The farm road shown on the map does not exist to a public way. Thanks Bob Fisher 631-276-7240 631-796-9180 Robert Fisher Fire Inspector robert.Hsher@town.southold.ny.us 3/9/2010 • • MAILING ADDRESS: PLANNING BOARD MEMBERSP.O. Box 1179 MARTIN H.SIDOR o��pF SO(/jypl Southold, NY 11971 Chair /� Q OFFICE LOCATION: WILLIAM J.CREMERS 41 Town Hall Annex KENNETH L.EDWARDS G ' 54375 State Route 25 JOSEPH L.TOWNSEND DONALD J.WILCENSKI �� ,�y�� (cor.Main Rd. &Youngs Ave.) yCt7� ' Southold, NY Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 3 2010 Mr. Bill Kelly PO Box 1680 Southold,NY 11935 Re: Site Plan for Agricultural Storage Building/Lieb Vines LLC Location: 13050 Oregon Road, Cutchogue NY SCTM#: 1000- 83-3-2.2 Dear Mr. Kelly, This letter is a follow-up to the Southold Town Planning Board's March 1, 2010 Work Session. The Southold Town Planning Board will be setting Monday April 12, 2010 as the Public Hearing date for the above referenced application at their March 8, 2010 Public Meeting. If you have any questions please feel free to contact this office. Thank you, Tamara Sadoo Planner M1 1's OFFICE LOCATION: O��QF s out yOl MAILING ADDRESS: Town Hall Annex � O P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971Q Telephone: 631 765-1938 Fax: 631765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Martin Sidor, Chair Town of Southold Planning Board From: Mark Terry, Principal Planner LWRP Coordinator Date: March 1, 2010 Re: Proposed Site Plan for Site Plan for Agricultural Storage Building/Lieb Vines LLC Location: 13050 Oregon Road, Cutchogue NY SCTM#: 1000- 83-3-2.2 Zone: AC This site plan is proposing to construct an agricultural storage building, 5040 sq. ft. in size, for storage of farm equipment related to growing grape vines and harvesting grapes on 13.7 acres with Development Rights sold in the AC Zoning District. There is one other existing storage building on site, south of Oregon Road and approximately 250' feet east of Cox Lane. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, the proposed action is CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board shall consider this recommendation in preparing its written determination regarding the consistency of the,proposed.action. Cc: Tamara Sadoo, Planner i �-` MORTON BUILDINGS, INC. www.mortonbuilding com Cox Lane Industrial Park•22355 County Rd. 48, Unit 4 Office: 631/734-4060 Cutchogue, New York 11935-1159 Fax: 631/734-4061 To: Town of Southold Planning Board 03-01-10 Fr: Bill Kelly/ Owner Agent Re: Lieb Vineyards g33 . z,� To Whom It May Concern: Attached are the Following 1) Application fee $500. made out to the Town of Southold. Thank you Bill Kelly Excellence—Since 1903 Aw I' IfI' �o JAMES A. RICHTER, R.A. �QQ SCOTT A. RUSSELL D SUPERVISOR " n ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN TOWN OF SOUTHOLD,NEW YORK 11971 Fan. (631)-765-9015 Q ^8' 'r' Tel.(631)-765-1560 "� ��� JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Martin H. Sidor February 26, 2010 Chairman - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 Re: Lieb Vines, LLC. Oregon Road, Cutchogue, NY SCTM #: 1000-83-03-02.2 Dear Mr. Sidor: As per a request from your office, I have reviewed the Site Plan, dated 10/30/09 for the construction of a 105' x 48' Agricultural Farm Building. Please consider the following: 1. Development Rights for this property have been transferred to the Town of Southold. It is recommended that the Land Preservation Department be notified and there approval be given for the placement of this Agricultural Farm Building. 2. The proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management. All Gutters & Leaders shall be directly connected to leaching pools by installing 6" Diameter(Minimum) Drainage Pipe. If you have any questions regarding this review, please contact my office. Sincerely, James A. Richter, R.A. • • MAILING ADDRESS: PLANNING BOARD MEMBERS pF S0 P.O. Box 1179 MARTIN H.SIDOR O�� yQl Southold, NY 11971 Chair O OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS A • 54375 State Route 25 JOSEPH L.TOWNSEND '�`Q (cor. Main Rd. &Youngs AveJ DONALD J.WILCENSKI LYCow Southold, NY Telephone: 631 765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 23, 2010 Matthew Martin, Secretary 260 New Suffolk Road Cutchogue, NY 11935 Re: Request for review on: Lieb Vines, LLC Agricultural Storage Building SCTM#1000-83-03-02 Dear Mr. Martin, The enclosed site plan application, referenced above, is being referred to you for your comment on matters of interest to the fire department, including fire department equipment access, emergency services, and any other issue that may be of concern or relevance to this application. Please respond with your recommendations at your earliest convenience. Project Description: This site plan is proposing to construct an agricultural storage building, 5040 sq. ft. in size, for storage of farm equipment related to growing grape vines and harvesting grapes on 13.7 acres with Development Rights sold in the AC Zoning District. There is one other existing storage building on site, south of Oregon Road and approximately 250' feet east of Cox Lane Please contact me at (631)765-1938 if you have any questions. Thank you for your cooperation. Sincerely, Tamara Sadoo Planner Encls.: Site Plan Application Site Plan should follow the "character' of the recent submissions of storage buildings depicting a barn shape with a gable roof and cupola. The Committee is recommending landscape screening of the storage building on all sides that face a public road. Motion made and seconded. All in favor. • LIEB AGRICULTURAL STORAGE BLDG. SCTM#: 1000-83-3-2.2 Tamara Sadoo,Town Planner presented the project to the committee. The Committee approves the project as submitted today. Motion made and seconded. All in favor. • DAVID STEELE AGRICULTURAL STORAGE BLDG. SCTM#: 1000-108-2-7 Tamara Sadoo,Town Planner presented the project to the committee. The Committee approves the project as submitted today depicting a white wall color with a green roof color and a cupola. Motion made and seconded. All in favor. A motion was made to close the meeting at 4:50p.m. All in favor. lizabeth Cantrell,Secretary �g N� Sanford Hanauer,Chairperson Ernest ,Jr. �FF�* Town Hall Annex Herbert Eest Reynolds nO� C 54375 Route 25 �Gy PO Box 1179 Joseph Lee Ronald McGreevy Southold,NY 11971 Howard Meinke Fax(631)765 6641 Nicholas Planamento QQlO� Telephone:(631)765 - 1892 Mark Schwartz southoldtown.northfork.net Elizabeth Thompson Town of Southold Architectural Review Committee Minutes 4:00p.m.,February 18,2010 Town Hall Annex Executive Board Room Members Present: Ronald McGreevy; Elizabeth Thompson; Tamara Sadoo, Planner; Elizabeth Cantrell; Secretary �. The minutes for the January 21, 2010 meeting were approved. Introduction: --- i , All applicants will give a presentation consisting of drawings, exter"o�materials �f l samples and other information required by the Planning Departrpent tot eC-Q mnitteer"--' The Committee will ask questions and make suggestions as part bf wgeneral discussion with each applicant. Final recommendations from the ARC will be presented to the Planning Board in the ARC Meeting Minutes,and be made part of the Planning file for that application. The Planning Board will consider these recommendations, together with all comments from other agencies,and provide the applicant with a comprehensive written list of its requested revisions. New Application • CARRUCCI AGRICULTURAL STORAGE BLDG. SCTM #1000-108-2-5.1 Tamara Sadoo,Town Planner presented the project to the committee. The Committee does not approve the architectural style or the exterior colors of the storage building as submitted. The architecture for an agricultural storage building MORTON &ILDINGS, INC. g www.mortonbuildin s com Cox Lane Industrial Park•22355 County Rd. 48, Unit 4 Office: 631/734-4060 Cutchogue, New York 11935-1159 Fax: 6311734-4061 To: Southold Town Planning Board 02-18-10 Fr: Bill Kelly/applicant Re: Lieb Vineyard LLC /ARB To Whom It May Concern: Attached please find color brochure for Morton Buildings, Inc. and color chart noting colors for proposed Agricultural storage building. Building standards are: 4/ 12 Pitch roof 1' 0" Overhangs sides and gable ends 1)3'6" X 3' 6" cupola Roof: Brown Sides: Beige Trim: Brown Respectfully Bill Kelly Fp 1 9 2010 Excellence—Since 1903 • • MAILING ADDRESS: PLANNING BOARD MEMBERSP.O. Box 1179 MARTIN H.SIDOR �Of SOUIy� Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS G Q 54375 State Route 25 JOSEPH L.TOWNSEND �'� �� (cor. Main Rd. &Youngs Ave.) DONALD J.WILCENSKIIiYCum Southold, NY 111, Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 18 2010 Mr. Bill Kelly PO Box 1680 Southold,NY 11935 Re: Site Plan for Agricultural Storage Building/Lieb Vines LLC Location: 13050 Oregon Road, Cutchogue NY SCTM#: 1000- 83-3-2.2 Dear Mr. Kelly, This letter is a follow-up to the Southold Town Planning Board's February 16, 2010 Work Session. The above referenced application has been accepted by the Southold Town Planning Board for site plan approval review. However,the Planning Board has not yet received the$500.00 application fee for this application. Please submit the$500.00 site plan review fee as soon as possible. Once the$500.00 site plan fee has been received from the applicant and all comments have been received from all of the applicable commenting Departments and Agencies, your application will be scheduled for Site Plan Approval. If you have any questions, please do not hesitate to contact this office. Thank you, -& Tamara Sadoo Planner • 1 • WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Tuesday, February 16, 2010 4:00 p.m. Applications Project name: Owen Construction SCTM#: 1000-102-2-12.5 Location: n/e corner of Depot Lane and NYS Route 25, Cutcho ue Description: This site plan is for the conversion of an existing dwelling to professional _ offices on a 20,224.28 sq. ft. parcel in the RO Zoning District._ Status: Final approval Action: Review H.D. approval and consider scheduling for final approval Attachments: Copy of H.D. Permit Project name: Carrucci A ricultural Storage Building SCTM# 1000-108-2-5.1 Location: 11780 C.R. 48, Mattituck Description: Proposed construction of a 2,100 sq.ft. agricultural storage building for farm equipment storage and produce packaging on 7.1 acres in the AC Zoning District Status: New Site Plan Action: Acce t a lication for review— begin referral process Attachments: Staff Re ort Project name: Steele Agricultural Storage B liding SCTM#: 1000-108-2-7 Location: 107 Eli ah's Lane, Mattituck Description: Proposed construction of an agricultural storage building, 54'x14'x105' for the storage of farm equipment, baling hay and straw and storing baled hay and straw on 19.6 acres in the AC Zoning District Status: New Site Plan Action: Accept application for review— begin referral process Attachments: Staff Re ort Project name: Lieb Agricultural Storage Building SCTM#: 1000-83-03-2.2 Location: 13050 Oregon Road, Cutchogue Description: Proposed construction of an agricultural storage building, 5040 sq. ft. in size, for storage of farm equipment related to growing grape vines and harvesting grapes on 13.7 acres with Development Rights sold in the AC Zonin District. Status: New Site Plan Action: Accept application for review— begin referral process Attachments: Staff Report �(S To: Southold town Planning Board 02-05-10 Fr: Bill Kelly/ Owner Agent Re: Lieb Vines LLC SCTM# 1000-83-03-02 To Whom It May Concern: Attached is an application for an agricultural storage building for storing equipment for growing grape vines and harvesting grapes. The building will be used solely for agriculture as it pertains to the growth and development of grape vines. Please not that this building will only be accessed by farm laborers and equipment. There will be no need for parking at this location, because it will only be accessible by the farm equipment it houses. Respectfully, Bill Kelly ' OFFICE LOCATION: MELISSA A.SPIRO ��F Town Hall Annex LAND PRESERVATION COORDINATOR �0� yO� 54375 State Route 25 melissa.spiro@town.southold.ny.us (corner of Main Road&Youngs Avenue) Southold,New York Telephone(631)765-5711 co ac Facsimile(631)765-6640 • �O MAILING ADDRESS: OIyC�U P.O. Box 1179 Southold,NY 11971-0959 DEPARTMENT OF LAND PRESERVATION TOWN OF SOUTHOLD December 1, 2009 Lieb Vineyards, LLC - " i Attention: Bill Kelly P.O. Box 1680 Southold, NY 11971 I RE: SCTM # 1000-83.-3-2.2 _- LIEB VINES. LLC Property Request for Land Preservation Committee Review of_ proposed agricultural equipment storage building on property on which Town owns a development rights easement Dear Mr. Kelly: The Land Preservation Committee Members, in accordance with Section 70-5 C. (2) [3] of the Town Code, reviewed the request you outlined in an application dated November 11, 2009, for an agricultural equipment storage building. The recorded easement for this property allows land within the easement to be used for the purpose of agricultural production. Section 70-5-C. (2) [3] requires that the Committee serve as a review board for the granting of permits for the construction, reconstruction and additions of and to structures in or on agricultural lands in which the development rights have been acquired by the Town. The Committee is approving the use you requested, as listed and clarified below, to be allowed within the development rights easement area. The Committee's approval does not mean that you can proceed with construction. All improvements are subject to all applicable Town Code requirements. 1. Construction of a 48'x105' Morton Style building to be located in the southwesterly corner of the property (30' from westerly property line, or at the minimum setback required by Code), at a depth of about 800' south from Oregon Road. 2. Building use is to be for the storage of farm equipment used in the vineyard such as nets, tractors, mowers, and harvesting equipment. Please note that the Committee's approval of the uses within the easement does not mean that such uses will be approved or permitted by other Town Departments or agencies. The Committee's approval allows you to proceed with putsuing any applicable approvals that are required by Town Code. Please feel free to call me if you have any questions regarding the above. Sincerely, A,/- * i, Melissa Spiro Land Preservation Coordinator encs: landowner's application & survey showing proposed location cc: Planning Department w/ landowner's application & surrey Building Department w/ landowner's application & survey • OFFICE LOCATION: MELISSA A.SPIRO• �Q��FFI?(/r A© • Town Hall Annex LAND PRESERVATION COORDINATOR ��Q_ 54375 State Route 25 melissa.spuo@town.southold.ny.us (comer of Main Rd&Youngs Ave)- ` Southold,New York " Telephone(631)765-5711 Facsimile(631)765.6640 MAILING ADDRESS: P.O.Box 1179" 41 Southold,NY 11971-0959 DEPARTMENT OF LAND PRESERVATION KPR TOWN OF SOUTHOLD 11R l� REQUEST for Agricultural Structure Placement on PD U LS D 2009 Tax Map No. 1000- 8:7-, OFLAND I am the owner of the property described below and on which the TownTION rights/conservation easement on or about date). Name of Owner(please print): ��1TZL F�clt�r�ZF L l—� Name(s)'of previous owner: Npo (if applicable) /� Mailing Address: (,/. � cR6-4r Iasi ( 1911 Phone Number. Property Location: -ZZZ iSZ List type,size,and use of each agricultural structure pr opo ed: Z Zt2AC *Attach location map (survey, tax map, or sketch plan) showing placement area of agricultural structure(s), distance from property boundary lines, and any readily available information relating to your request. You may talk with the Coordinator at (631)765-5711 to discuss questions or to arrange to participate in any of the regular meetings of the Land Preservation Committee. l! - l1 - y`i 6,,%PplicaW Date Please return the completed form with attachments to: Town of Southold-Land Preservation Department *All attachments must be signed and dated by property owner. tw .�•� ��� ^\� \�� . . � �^ �� � 2 » ` ® ����/\ � av «�\ ■ � . Map of 13050 Oregon Rd, Cutchogue,NY 11935-1108 Bing Maps . ,!- I of I Print this a e in a more readable format:Click next to the u er-riji ht oorner of the me + : 2 �. < ^ ��?2� S< • x � \\ a ' . y< . ! . , , STTE PLAN STATUS REPORT SITE PLAN TYPE: AMENDED NEW WITHDRAWN INCOMPLETE PROJECT NAME: zoNEl: zoNEz: zoNE3: LOCATION: HAMLET: SCTM# 1000--va' OWNER NAME: TEL#(� APPLICANT NAME: TES.#(� AGENT NAME: TEL# PROJECT DESCRIPTION: EXISTING USE: PROPOSED USE: BUILDING DEPARTMENT—— S/P REQUIRED Y OR N ZBA APPEAL REQUIRED Y OR N _ � PRE-SUBMISSION CONFERENCE(WITHIN 30 DAYS OF WRITTEN REQUEST) / NOTES: --- INFORMAL REQUEST FOR REVISIONS: - APPLICATION RECEIVED DATE: / / /— APPLICATION PROCESS DATE: PAYMENT RECEIVED: AMOUNT RECEIVED:$ NEW SP:$500✓ACRE&.10/SF, AMENDED SP:$250.+.1 O/SF, AGRIC SP:FLAT$500 M FEE AMOUNT:($ .00 X =$ )+($.1 o X SF=$ NEW APPLICATION WORK SESSION )_$ (WITHIN 10 DAYS OF RECEIPT),PB ACCEPTED Y OR N APPLICANT ADVISED OF NECESSARY REVISIONS —/—/'— (WITHIN30DAYSOFREVIEW) BUILDING DEPARTMENT MEEETING 100-254B3(WITHIN 30 DAYS) — NOTES: REVISED SUBMISSION RECEIVED: NOTES: REFERRED AGENCIES:(WITH MAPS=W/P) SMA_,STBD_,STCrrB JH_ STBT yn_SCDHS—NYSDEC_,USACORPS R64PON, NOTES _NYSDOT,SCWA ,SCPD_,SCDPW—,LWRP LEAD AGENCY2'OSP&—,OTH6W—RBVLW°PAHT{_,PAHT2_PAR —,SHORTEAP ,LONG EAF NO S:- T7 — ACTION TYPE:COORDINATED:_ UNCOORDINATED: REFERRED TO:SlMAr STBDSTC1B„�H_�STBT (TYPEi:—TYPE2:_UNLISTED:_) S SEQRA DETE SSNYSDOT_,SCWA_,SCPDSCDPW RMINATION:NEG DEC Y OR N, APPROVALS REQUIRED: REFERRED DATE NOTES APPROVAL DATE ARCHITECTURAL REVIEW COMMITTEE; NOTES LWRP COORDINATOR: BUILDING DEPARTMENT CERTIFICATION: FIRE COMMISSIONERS: TOWN ENGINEER APPROVAL: DEROF TRANSPORTATION:DOT ,DPW_, TOS_, SUFFOLK COUNTY DEPARTMENT OF PLANNING: SUFFOLK COUNTY DEPT OF HEALTH:PERMIT OPTIONAL APPROVALS: ZONING BOARD OF APPEALS;APPEAL#. BOARD OF TRUSTEES: NYS DEC WETLANDSMDAL/SPDES —/ / /—� PLANNING BOARD DECISIONS: DENIED: APPROVED: CONDITIONAL FINAL:_) /— FINAL: ENDORSEMENT OF SITE PLAN, , NOTES FIELD INSPECTION FOR C/O: DISTRIBUTE APPROVED SITE PLANS TO: BUILDING DEPT OWN ENG GENERAL NOTES: 10/4/2006 TO'"^F SOUTHOLD PLANNING BOARD SITE PLAN APPLICATION SECTION A: Site Plan Name and Location Application Date: 2 1—S / to Site Plan Name: L-Z&5 VI4jE---> Lt Suffolk County Tax Map #1000- �33 Other SCTM#s: hj A Street Address: Kb - oo 1�-p Hamlet: Distance to nearest intersection: 2ZZ ' FLA"o7 oF- LTJ cl),A 6)+- CCG-40"l )+- C CG-4 "l Type of Site Plan: New Amended Residential If Amended, last approval date: SECTION B: Owners/A¢ent Contact Information Please list name, imaiilin address, and hone number or the eo le below: Property Owner t-d-kE:����LL__[ Street �3L}_ CitState jjC4 Zip X735 Home Telephone 631-733- Loll` Other 466 Applicant kZ 1(ys Street pC�• q Q City Cl1Z&0C�0 State /�L Zip11 j Home Telephone__! � l- -3u-q Other Applicant's Agent or Representative: Contact Person(s)* t7d!� 44-4-� Street C 0. zox ) City c�� 2Z(!}GAL( State / Zip �S Office Telephone x-31- Z- Gi���( Other b��zed�s *Unless otherwise requested, correspondence will be sent only to the contact person noted here. Pagel of 2 10/05/05 SECTION C: Site Data • Proposed construction type: New Modification of Existing Structure Agricultural Change of use Property total acreage or square footage: 13,659 ac./sq. ft. Site Plan build-out acreage or square footage: tS 40 mac./sq. ft. Is there an existing or proposed Sale of Development Rights on the(property.? Yes_No ' If yes, explain: {r Property Zoning District(s): _ Building Department Notice of Disapproval Date: Is an application to the Southold Town Zoning Board of Appeals required? Yes No Y If yes, have you submitted an application to the ZBA? Yes No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses: LID List all proposed property uses: Ua Lka.{A-C-0 kt 7 + `Jld"'Wr_- fl- • �r- PLS Other accessory uses: W2 L Existing lot coverage: _ n % Proposed lot coverage: % Gross floor area of existing structure(s): L'3 sq. ft. Gross floor area of proposed structure(s): � Parking Space Data: #of existing spaces: of proposed spaces: f ��Loading Berth: Yes_No_ Landscaping Details: �ks Existing landscape coverage: 1D % Proposed landscape coverage: `l�� % Waterfront Data: Is this property within 500" of a wetland area? Yes No If yes explain: I,the undersigned, certify that Il the bov 'nformation is true. Signature of Preparer: Date: Z Page 2 of 2 Io/os/os OFFICE LOCATION: MELISSA A.SPIRO ��F so�Ty Town Hall Annex LAND PRESERVATION COORDINATOR ��� Ol0 54375 State Route 25 melissa.spiro@town.southold.ny.us (corner of Main Road&Youngs Avenue) Southold,New York Telephone(631)765-5711 G Q Facsimile(631)765-6640 • pp�O MAILING ADDRESS: P.O.Box 1179 Southold,NY 11971-0959 DEPARTMENT OF LAND PRESERVATION TOWN OF SOUTHOLD December 1, 2009 Lieb Vineyards, LLC Attention: Bill Kelly P.O. Box 1680 Southold, NY 11971 RE: SCTM # 1000-83.-3-2.2 DEB VINES, LLC Property Request for Land Preservation Committee Review of proposed agricultural equipment storage building on property on which Town owns a development rights easement Dear Mr. Kelly: The Land Preservation Committee Members, in accordance with Section 70-5 C. (2) [3] of the Town Code, reviewed the request you outlined in an application dated November 11, 2009, for an agricultural equipment storage building. The recorded easement for this property allows land within the easement to be used for the purpose of agricultural production. Section 70-5-C. (2) [3] requires that the Committee serve as a review board for the granting of permits for the construction, reconstruction and additions of and to structures in or on agricultural lands in which the development rights have been acquired by the Town. The Committee is approving the use you requested, as listed and clarified below, to be allowed within the development rights easement area. The Committee's approval does not mean that you can proceed with construction. All improvements are subject to all applicable Town Code requirements. 1. Construction of a 48'x105' Morton Style building to be located in the southwesterly corner of the property (30' from westerly property line, or at the minimum setback required by Code), at a depth of about 800' south from Oregon Road. 2. Building use is to be for the storage of farm equipment used in the vineyard such as nets, tractors, mowers, and harvesting equipment. Please note that the Committee's approval of the uses within the easement does not mean that such uses will be approved or permitted by other Town Departments or agencies. The Committee's approval allows you to proceed with pursuing any applicable approvals that are required by Town Code. Please feel free to call me if you have any questions regarding the above. Sincerely, A� ; - Melissa Spiro Land Preservation Coordinator encs: landowner's application & survey showing proposed location cc: Planning Department w/ landowner's application & survey Building Department w/ landowner's application & survey APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK Vjp,,,���being duly sworn, deposes and says that he resides at P Q `fix 1Le� L Mu 11417 1 In the State of New York, and that he Is the owner of the above property, or that he is the . �1 of the L r-�� If/'�� (Title) (specify whether Partnership or Corp.) which Is hereby making application; that there are no existing structures or Improvements on the land which are not shown on the Site Plan; that the title to the entire parcel, Including all rights-of-way, has been dearly established and is shown on said Plan; that no part of the Plan Infringes upon any duly filed plan which has not been abandoned both as to lots and.as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the i submitted,plans d ner without the al of the PlannPlanningBo ; andthatl hat he actual physical Improvements will not be altered or changed llbe Instaany lled In strict accordance nnceWM the plans submitted. Signed D. Notary Puubl clESta eUNCH of New York Signed No.0lbU6185050 l r or Corporate Officer and Title) Qualified in Suffolk Coup Commission Expires April 14, �0 1-' ,worn to me this tIY day of 1 (Notary Public) TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: January 11, 2010 To: William Kelly for Lieb Vines LLC P O Box 1680 Southold, NY 11971 Please take notice that your application dated January 5, 2010 For permit to construct an agricultural storage building at Location of property: 13050 Oregon Road, Cutchog_ue County Tax Map No. 1000- Section 83 Block 3 Lot 2.2 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXIV, Section 280-127, the proposed agricultural storage building requires Site Plan approval lffrom �the Southold Town Planning Board. Authorized Signature CC: file, Planning Bd. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. TF TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: January 11, 2010 To: William Kelly for Lieb Vines LLC P O Box 1680 Southold, NY 11971 Please take notice that your application dated January 5, 2010 For permit to construct an agricultural storage building at Location of property: 13050 Oregon Road, Cutchogue County Tax Map No. 1000 - Section 83 Block 3 Lot 2.2 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXIV, Section 280-127, the proposed agricultural storage building requires Site Plan approval from the Southold Town Planning Board. Authorized Signature CC: file, Planning Bd. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. Building Inspector pECEoVE D PPLICATION FOR BUILDING PERMIT JAN 5 2010 Date 1 - 4 ,20_4n�r INSTRUCTIONS BLDG.DEPT. a.1116Ii&®tlNl SEUST be c4tripletely 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 pian 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. £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. APPLICATIONIS 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 cod ,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. r �0 applicant or name,if a corporation) � (Mailing address of applicant) State whether applicant is owner,lessee,agent, architect, engineer,general contractor, electrician,plumber or builder .99JT Name of owner of premises (As on the tax roll or latest deed) If applicant is oration,signature of onzed officer (Name and tit 1 corporate officer Builders Li a No. 1 5 574 6 i L Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work�will be done: Cvzr� c House Number Street Hamlet County Tax Map No. 1000 Section Block 3 Lot Z. -Z- Subdivision Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended»se and occupancy of proposed construction: a. Existing use and occupancy. 1^,�►fL�-1/ � b. Intended use and occupancy FAal.1\ k&ej—( S-'ro 3. Nature of work(check which applicable):New Buildmg__y_Addition Alteration Repair Removal Demolition Other Work -yam p� (Description) 4. Estimated Cost N Fee (To be paid on filing this !kation) 5. If dwelling,number of dwelling unitsNumber of dwelling units on each floor C'� If garage,number of cars 6. If business,commercial or mixed occupancy,specify nat/urea and extent of each type of use. �A 7. Dimensions of existi g,�tvctures,if any:Front /L1!"t Rear 44 Depth Ok Heigh YJ�Ye Number of Stories K Dimensions of ane stnrcture with alteration or dditions:Front R err Depth » Heigh Number of Stories 8. Dimensions of entire new construction Front Rear 7 S Depth / Height ' Number of Stories A 9. Size of lot:Front 7 y t Rear �y l Depth , 17 Lt. 10.bate of Purchase 1 ' Zu' � m Nae of ForniernnOwner H oWA-e 11..Zone or use district in which premises are situated FAf- 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NOX 13.Will lot be re-graded?YES_NO_XWilI excess fill be removed from premises?YES_NO 14.Names of Owner of premises Address Phone No.-�7� Name of Architect ALtIZ--0 Address 4: T .II d'.Y:�Phone No �6 Name of Contractor_W�W 1ZL�; Address CJ.IZGL19*.)6 Phone No. 7,'544-4046) 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 3y 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. STATE OF NEW YORK) SS: COUNTY OF -JtEd�-)'/- �E.t-r.4 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contiact)above named,. (S)He is the A (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 kwwlcdgc and beliet and that the work will be performed in ma er set forth in the application filed therewith. Swo efo et ' yo _ QOA 20 t Nota Public [store Applicant ROBERT I.SC JR. Notary Public,Sta of New York Qualified in folk County No.01 472506 Term Expir May 31, �10 7 OFFICE LOCATION: MELISSA A.SPIRO �OF sorry Town Hall Annex LAND PRESERVATION COORDINATORh�`1� 54375 State Route 25 melissa.spino@town.southold.ny.us �Oyy (corner of Main Road&Youngs Avenue) T Southold,New York Telephone(631)765-5711 u+ ac Facsimile(631)765-6640 • �O� MAILING ADDRESS: QUM� P.O.Box 1179 Southold,NY 11971-0959 DEPARTMENT OF LAND PRESERVATION TOWN OF SOUTHOLD December 1, 2009 Lieb Vineyards, LLC Attention: Bill Kelly P.O. Box 1680 Southold, NY 11971 RE: SCTM # 1000-83.-3-2.2 LIEB VINES, LLC Property Request for Land Preservation Committee Review of proposed agricultural equipment storage building on property on which Town owns a development rights easement Dear Mr. Kelly: The Land Preservation Committee Members, in accordance with Section 70-5 C. (2) [3] of the Town Code, reviewed the request you outlined in an application dated November 11, 2009, for an agricultural equipment storage building. The recorded easement for this property allows land within the easement to be used for the purpose of agricultural production. Section 70-5-C. (2) [3] requires that the Committee serve as a review board for the granting of permits for the construction, reconstruction and additions of and to structures in or on agricultural lands in which the development rights have been acquired by the Town. The Committee is approving the use you requested, as listed and clarified below, to be allowed within the development rights easement area. The Committee's approval does not mean that you can proceed with construction. All improvements are subject to all applicable Town Code requirements. 1. Construction of a 48'x105' Morton Style building to be located in the southwesterly corner of the property (30' from westerly property line, or at the minimum setback required by Code), at a depth of about 800' south from Oregon Road. 2. Building use is to be for the storage of farm equipment used in the vineyard such as nets, tractors, mowers, and harvesting equipment. Please note that the Committee's approval of the uses within the easement does not mean that such uses will be approved or permitted by other Town Departments or agencies. The Committee's approval allows you to proceed with pursuing any applicable approvals that are required by Town Code. Please feel free to call me if you have any questions regarding the above. Sincerely A,�� Melissa Spiro Land Preservation Coordinator encs: landowner's application & survey showing proposed location cc: Planning Department w/ landowner's application & survey Building Department w/ landowner's application & survey er Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PR�OP�ERTY LOCATION: S.C.T.M.M. THE FOLLOWINO ACTIONS MAY REQUIRE THE SUBMISSION OF A JA— / 0-5 s 0,Z STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN District section Sock Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK ---------------------------------------------------- Item Number. (NOTE: A Check Mark(,f)for each Question is Required for a Complete Application) Yes No ---------------------------------------------------- Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? x El item will include all runoff created by she clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? This Item shall Include all Proposed Grade Changes and Slopes Controlling Surface WaterFlowl — $ Will this.Project Require any Land Filling,Grading Or Excavation where there is a charge to the Natural ❑ Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 4 will this Application Require Land Disturbing Activities Encompassing an Area in Excess of ❑ Five Thousand(5,000)Square Feet of Ground Surface? Fj Is there a Natural Water Course Runningthrough the Site? ❑ �( Is this Project within the Trustees jurisdiction or within One Hundred(10T)feet of a Welland or Beach? -A 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to ❑ One Hundred(100')of Horizontal Distance? 7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Stonn-Water Run-Off ❑ �/ into and/or In the direction of a Town right-of-way? -Q 8 Will this Project Require the Placement of Material,Removal of Vegetation and/or the Construction of ❑ any Item Within the Town Right-of-Way or Road Shoulder Area? (This Item will NOT include the Installation of Driveway Aprons.) F` 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercours ? ❑ X NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Wa r,Grading, Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Builds rm g Pem -------------------------------------------- -- ——— EXEMPTION: Yes No ——Does this project meet the minimum standards for classifConn- ater,ation as an nAgriculture],DrainProject? ——nt—— /f — Note: If You Answered Yes to this Question,aStorm-Water,Grading,Drainage&Erosion Control Plan is NOT Required) CQNIVED.FUN H------ STATE OF NEW YORK Notary Public State of New York COUNTY OF . .. No.01BU6185050 ..........SS Qualified in Suffolk Counttyy Commission Expires April 14,Z0 That I,...{61 2 .....fes-?r!�.........., being duly sworn,deposes and says that he/she is the applicant for eremutl-.-, (Name of Individual signing Document) Andthat he/she is the .4(4.441......................................................................................................................................... (Owner.Convector.Agent Corporate Officer,at,) 4I N OX u0.!sS10WOJ0J Owner and/or representative of the Owner of Owner's,and is duly authorized to perform or have gnoa>Ilojjn ¢ri �9�9W� orkanto make and file this application;that all statements contained in this application are true to the BMSPI lief and that the work will be performed in the manner set forth in the application filed herewith. nl'Itf Sworn to before me this; ............... ................day o -W .... ...........,201.0 Notary Public: ..n-IcF.'"...'r."�.. .., $ t`(�� ... .... ... ....... .................... ign or icanl) FORM - 06/07 .v Z4120- TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET Z VILLAGE DIST 1-e a �� d FORMER OWNER RoxHs�oK Nnn E. S r t I W TYPE OF BUfLDIN7G i �flfiEK �iaE-DSi�iN �t c.J :{'lhE! a it RES. SEAS. VL 1 .._ _ FARM COMM. CB. MICS. Mkt. Value LAND IMP, TOTAL DATE REMARKS 6 rd/o! SQO cs.t71d 3 / '7f Y/8 71 .ro Al 2a o �O SG 4 . n 2.. a0- .VL N NG; %o /it G L QST i 1 ANO. _oL ..,i YV * ✓o. a f L 779 0 92 7/q'67 i 6 rssoaets a YI r,.11 20 KA L Tris- . 5e76 Stns+ 4ob4th AGE BUILDING CONDITION Lek toToin�_ I?v_ 1? ftp 7� 7 NEW NORMAL BELOW ABOVE 3/r oo - 73 3/ljtrtj, y/7z p : QDv FARM Acre Value Per Value 3 1 0 7 a gAcrq (nj f Tillable0 a E ON` /ATER L3. o, (f7 !i Woodland FRONTAGE ON ROAD Meadowlond DEPTH - House Plot BULKHEAD Totol 401�0 DOCK Town of Southold • • LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office,the Planning Department, all loeyal libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# PROJECT NAME The Application has been submitted to (check appropriate response): J �-mo. Town Board Planning Board I� Building Dept. IBoard of Trustees 1. Category of Town of Southold/agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction,planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license,certification: Nature and extent of action: Px�rt-tom. &C h Z-� E?2 &4e l 1P C� rl '/s Location of action: &�-e L c k on I-Dr UL- Site acreage: ]?j , 6��- Present land use: a"'VD � Present zoning classification: C.— 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: L-Tf.lz--> (b) Mailing address: -C� I LCI (c) Telephone number: Area Code( ) Zy(" Z35-� ?�L (d) Application number, if any: �?J�,' 74��- ' ZtJ3S Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III-Policies; Page 2 for evaluation criteria. Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III-Policies Pages 3 through 6 for evaluation criteria ❑ Yes 11 No xNot Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes © No Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—PolicieP s 8 through 16 for evaluation criteria 0 Yes 0 No Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 th o gh 21 for evaluation criteria Yes 0 No of Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III — Policies; Pages 22 through 32 for evaluation criteria. Yes R No R Not Applicable 3/, Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes E NOV O Not Applicable Attach additional sheets if necessary 1 Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wast . See LWRP Section III— Policies; Pages 34 through 38 for evaluation criteria. [] Yes 11No wast Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III— Policies; Pages 38 through 46 for evaluation criteria. 11 Yes❑ No Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold'seter-dependent uses and promote sa of new water-dependent uses in suitable locations. See LWRPSection III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. 13Yes 1:1No 0 Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No y Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes [I No flu Not Applicable PREPARED BY TITLE" DATEU Amended on 8/1/05 s/, • • MAILING ADDRESS: PLANNING BOARD MEMBERS OF soar P.O. Box 1179 MARTIN H.SIDOR �0�� yplO Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS CP • O 54375 State Route 25 JOSEPH L.TOWNSEND p DONALD J.WILCENSKI /� (cor. Main Rd. &Youngs Ave.) �iYCOU,M Southold,NY 1111 Telephone: 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: March s, , 2010 Re: Payments The referenced applications have been accepted by the Planning Board and the checks may now be processed to revenue. Thank you. Applicant/Project Name & Tax Map Amount Check Date/No. Type # Lieb Vineyards SP 83-3-2.2 $500.00 3/1/10-#7983 David Steele SP 108-2-7 $500.00 3/1/10-#7984 LR • • MAILING ADDRESS: PLANNING BOARD MEMBERSo�apF SO(/jol P.O.Box 1179 MARTIN H.SIDOR y Southold,NY 11971 Chair Q OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS G Q 54375 State Route 25 JOSEPH L.TOWNSEND DONALD J.WILCENSKI �y�OUM`I, `� (cor.Main Rd. aYoungs Ave.) SouthTelephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: March 2, 2010 Re: Payments Attached are the checks listed below. Fees are for 2 site plans not yet accepted by the Planning Board. Payments are for deposit into a deferred account. Applicant/Project Name & Type Tax Map # Amount Check bate/No. Lieb Vineyards SP 83-3-2.2 $500 3/1/10#7983 David Steele SP 108-2-7 $500 3/1/10#7984 Encs. LR OFFICE' DESIGN AND EXPLANATORY NOTES CUTCHOGDE.NY MORTON BUILDINGS GENERAL SPECIFICATIONS OB NO. 1.1 ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 128-0939 LAMINATED COLUMNS-NO.1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER SAS TYPICAL LUMBER SPECIR AT ONS-2005 NDS INCORPORATED AS PART OF THESE DRAWINGS. COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF.8 SIZE DESCRIPTION BENDING VALUE Fb POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III,OXIDE IN CONFORMANCE 2.1 NO.I s 2 SPF 1313 PSI 2.)MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED WITH USEPA GUIDELINES AND AWPA STANDARD C28.THE TREATED PORTION OF THE COLUMN 2x4 2100f MSR SPF 21M PSI DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. / "d EMBEDDED IN GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAI6. 2x6 NO.I a 2 SPF 1138 PSI 2x6 NO.I SYP 1650 PSI 3.)MINIMUM LIVE ROOF LOAD DESIGNS FOR CONSTRUCTION,MAINTENANCE, 2x8 NO.1 SYP ISIX)PSI REPAIR.AND OTHER TEMPORARY LOADS PER SECTION 1607.11.2 FOOTINGS AND ANCHORAGE-COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-8"BELOW GRADE y1p NO.1 SYP 1300 PSI (SEE PLANS FOR DIAMETER AND DEPTH).COLUMNS WITH GALVANIZED SUPPORT STILTS ARE PLACED IN h@ NO.1 SYP 1250 PSI cUl ROOF PURLINS AND OTHER SECONDARY STRUCTURAL MEMBERS-20 PSF 15 THE HOLE.CONCRETE(MINIMUM COMPRESSIVE STRENGTH 2500 PSI)IS POURED IN PLACE TO THE ALL 1950f MSR SYP 19M PSI b.)ROOF TRUSSES,HEADERS,COLUMNS AND OTHER PRIMARY 11/2'x16" LAMINATED VENEER LUMBER 2800 PSI STRUCTURAL MEMBER=17 PSF O o SPECIFIED THICKNESS(SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN).THE Z 3 vex 15" Gw-LAM 1650 PSI C.I FOOTINGS=13 PSF(DESIGNED FOR ROOF SNOW LOAD AND OTHER 0e -Z COLUMN IS THEN BACKFILLED WITH SOIL AND COMPACTED AT 8"INTERVALS OR BACKFILLED WRH NON-TEMPORARY LOADS W/APPROVAL FROM BUILDING OFFICIAL. / n 51/4'x161/2' GW-LAM 2400 PSI (J SS2 CONCRETE(SEE PUNS). NOTE-HIGHER GLU-LAM 2400 P51 NOTE:HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PtAN3. 4.)NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE / P\ TREATED LUMBER-PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE DIRECTION OF THE LICENSED ENGINEER. NO.i OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED, Z PRESSURE TREATED TO A NET RETENTION OF.4 POUNDS PER CUBIC FOOT WITH A CODE AND INDUSTRY APPROVED PRESERVATIVE TREATMENT IN ACCORDANCE WITH AWPA USE CATEGORY UC4A. 1 1 1 FRAMING LUMBER-SIDING NAILERS ARE 2x4 SAS OR 2x6 SPE NO.2 OR BETTER SPACED APPROXIMATELY Z 36"O.C.WITH ALL JOINTS STAGGERED AT ATTACHMENTTO COLUMNS. ROOF PURLINS ARE 2x4 SAS NO, U 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24'O.C.ALL OTHER FRAMING LUMBER IS NO,2 OR BUILDING DESIGN CRITERIA Z BETTER. BUILDING CODE 2007 NYBC Q USE GROUP U-AGRICULTURAL Z ROOF TRUSSES-FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS CONSTRUCTION TYPE VB Q 64� REQUIRED AND KILN DRIED LUMBER AS SPECIFIED,IN-PLANT QUALITY CONTROL INSPECTION IS FLOOR AREA 3600 SO FT A L L I D I G w o CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRU55ES ARE DESIGNED IN MEAN ROOF HEIGHT 19.5 FT U ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. BUILDING CATEGORY I Z MINIMUM LIVE ROOF LOAD DESIGN SEE NOTE#3 1 O SIDING PANELS(KYNAR 500/HYLAR 5000)-0.019"MIN.,G90 GALVANIZED OR AZ55 GALVALUME,WITH ROOF SNOW LOAD' 13 PSF m [U ; AN ADDITIONAL BAKED-ON KYNAR 500/HYLAR 5000 FINISH WITH A NOMINAL I MIL.PAINT THICKNESS GROUND SNOW LOAD 20 PST Luv ON EXTERIOR, WIND SPEED(Vas) 120MPH J Q WIND IMPORTANCE FACTOR 0.77 ROOFING PANELS IPLUOROFLEX 2000-1 0.019"MIN.AZ55 GALVALUME WITH AN ADDITIONAL EXPOSURE CATEGORY B INTERNAL PRESSURE COEFFICIENT 30.18 V BAKED-ON THICKNESS POLYURETHANE PRIMER AND KYNAR 500/HYUR 5000 TOPCOAT WITH ATOTAL BUILDING DESIGN CONDITION ENCLOSED MINIMUM PAINT THICKNESS OF 2 MILS ON EXTERIOR. PEAK HEIGHT 23.5 A Q 4 BUILDING VOLUME 70296 CU FT 711 TRIM-DIE-FORMED TRIM OFO.OIT'MIN.,G90GALVANIZED ORAZSSGALVALUMESTEEL ONGABLES. WIND LOAD DESIGN ASCE]METHOD2 EARTHQUAKE DESIGN DATA TABLE q RIDGES,CORNERS,BASE WINDOWS.AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. ZONE I E 16.23 PSF 0.2 SEC SPECTRAL RESPONSE ZONE 2E -21.13 PSF ACCELERATION ISsI 0'249 �� _ GUTTERS-5"K-STYLE,.030 HIGH TENSILE ALUMINUM GUTTER,KYNAR 500/HYLAR 5000 FINISH TO MATCH ZONE 3E -14.42 PST Q ).0 SEC SPECTRAL RESPONSE 0 079 TRIM.ON BOTH SIDES OF THE BUILDING. ZONE 4E -13.49 PSF ACCELERATION IS,) 2x4FK 10/09 ZONE 5E 13.35 PSF MAIN WINDFORCE RESISTING SYSTEM SEISMIC DESIGN CATEGORY D Q (ALL FORCES ACT NOFFALTOI FEsuRFACE) ZONE6E -10.31 PSF BUILDING CATEGORY(TABLE 16045) I Lu 8 FOR ZONES SEE MWFRS ON E.EVATIO1C PAGE) ZONE111.77 ESE (MAXIMUM VALUE SHOWHI SITECUSS D ZONE2 -14.71 PSF J BASIC STRUCTURAL SYSTEM AND 823 LIGHT FRAMED WALLS WITH J ZONE -10.96 PSF SEISMIC-RESISTING SYSTEM SHEAR PANELS 2 ZONE 4 -10.06 PSF RESPONSE MODIFICATION FACTOR(R) ] ZONES 9.80 PSF ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE ZONE 6 -7.95 PSF SEISMIC DESIGN BASE SHEAR(TRANSVERSE) 1950 LBS ZONE 1 11.49.-18+26 PSF SEISMIC DESIGN BASE SHEAR 1700 LBS ZONE 1149,-31.78 PSF (LONGITUDINAL) DRAWN BY. BISHOP COMPOES ACTH F. LTOTING WINRFACE) WIND DESIGN BASE SHEAR(TRANSVERSE) 10270 LBS DATE: 12/08/09 (ALL FORCES ACT NoaMAno THE SURFACE) ZONES 11.19,-46.99 PSF (FOR xoNES SEFswnnorvsl ZONE4 19.95.-21.64 PSE WIND DESIGN BASE SHEAR(LONGITUDINAL) 6100 LBS' - h CHECKED BY:RM ZONES 19r95,.26.7)PSF-- MAX.DESIGN ELEVATION f IOOO FT DATE: 12/10/09 REVISED DALE: - SHEET INDEX REVLSEDDAZE: -- REVISED DATE -- SHEET# DESCRIPTION EVL9ED DA T. -- GI OFGI SPECIFICATIONS&SHEET INDEX Sl OF Sll COLUMN PUN S2 OF SI I TRUSS PUN.TRUSS DRAWING,8 DETAILS S3 OF SII ELEVATIONS S4 OF SI I SECTIONS 8 DETAILS I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR S5 OF SI I SECTIONS 8 DETAILS - - THIS BUILDING WAS PREPARED BY ME O V Constucaon Cema S6 OF Sll SECTIONS 8 DETAILS DIRECT SUPERVISION AND THAT AM MElq File Copy S70FSI I SECTIONS 8 DETAILS 'ROOF SNOW LOAD CALCULATIONS _ .LICENSED/REGISTERED PH FESSIO Oq- SBOFSII SECTIONS B DETAILS BABY+ Ps = 0NOW EX lx UREg x CtxCs TO ,O 590E SII DETAILS Ca = SNOW EXPOSURE FACTOR=1.0 SIOOFS11 I DETAILS I = IMPORTANCE FACTOR=0.8 ' SII OF SII I FASTENING SCHEDULE P9 = GROUND SNOW LOAD=20 PSF RONALD_.SUTT Ct = THERMAL FACTOR=1.2 MICHAEL L.M O Cs = ROOF SLOPE FACTOR=0.94 E SCALE AS NOTED Ps = O.7 x 1.0 x08 x 20 x 1.2 z 0.94=12.6 PSF DATEG.# SHEET NO. G1OFG1 OFFICE: CUTCHOGUE,NY C N U JOB NO 128-0839 o T-41/2' 7-6" e T- ' N 6• 7'-6" 7'-6" 7'6" ]'-6" ]'-6" 7'6" O T-41/2' 1'-0"VENTED SIDEWALL OVERHANGS I 1'-0"NON-VENTED ENDWALL OVERHANGS A U I 54 � 4T-9.. — + — - - + - - - - + - -I — + - - - - 47-9" \ 16'R I B"fi 18"T2 18"ft 184 18"R 18"0 18"R I B"o 18"R 16 R o a O 2 N 39'-10 1/2' - IN.R 16"ft> T - 39'-10 1/2" I ^ a Z 00 16'R 34'-1 1/2' 31'-101/7' - 16"R � D w 3B L.1__1 m 23'-101/2' - —4 16"R � o Z Qo O LU 7 >m 7'-101/2' - 16'R 16"R - m ]'-101/2' Ina I 1 a W_ e -N P.- 18"R — `8"R 30"R p 3U'R ;8"R 18"R ;8"R 18"R ? 166 16••R n aa' 0 56 Z " 0 7'4 I/2 ]'-8 1/4" 22-1 1/2" T$1/4" 7-6" ]'-6" 7-6" 741/2 4 �LV1/ 2_ 4 O < O y Q W COLUMN PLAN J Q COLUMN PLAN LEGEND DRAWN BY: BISHOP E - 3-2x6 LAMINATED COLUMN LOCATION DAZE.' 12/08/09 B - 32X8 LAMINATED COLUMN LOCATION > ., .............. .......;,„...,. .� CHECKED BY.'RM • - HEADERED TRUSS LOCATION ----- - -- DA TF: 12/10/09 W - 3068 PLAIN FLAT LEAF FIBERSTEEL WALKDOOR(S),OUT SWING, ` LEFT HINGE WITH LOCKSET&CLOSER REVISED DATE -- 10 - 21'{1"X14'-0'DOU B LE SLIDING TWIN PAN EL ALUMASTEEL END DOORS) REVISED DATE' --- © - 22'-6"x I4'-Q'DOUBLE SLIDING TWIN PANEL ALUMASTEEL SIDE DOOR(5) 81 M BASE ANCHORS REVISED DATE --- - 18)3065 SKYUTE(S)(VERIFY LOCATION) FVISED DATE -- 11)3'-6"X 3'-6"CUPOLA WITH"M"30"WEATHERVANE NON-FUNCTIONAL - SIDE AND END STEEL FASTENED WITH STAINLESS STEEL SCREWS ROOF STEEL FASTENED WITH ZINC PLATED SCREWS ROUGH OPENING SCHEDULE 9APRE •LB`}Oy Q- 7/16"OSB SHEARWALL LOCATION(SEE DETAILS SHEET SIO OF SI I) A.16"R- 16"DIAMETER FOOTING WITH B"THICK MINI MUM READY-MIX UNIT SYMBOL WIDTH HEIGHT ;p O• CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL FROM L EGEND ,�, z, READY MIX TO TOP OF 218M STILT(9"±). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. D 38 1/4" 81" '•Ilk 18"R- IWDIAMETER FOOTING WITH WTHICK MINIMUM READY-MIX CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL READY-MIX TO TOP OF 218M STILT(9"f). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 'T I 30'R- 24"DIAMETER FOOTING WITH 13"THICK MINIMUM READY-MIX CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL READY-MIX TO TOP OF 230M STILT(9"f). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 2 8' SCALE: ' SCALE.'AS NOTED SHEET NO SlOFSI I 1 I OFFICE: NOCHOGUE 128-0839.N O ]'-41/2., i� 7-6 7-6" N 7'-6- N 7._6.. n1 7._6.. Y ].6.. ].6.. N 7._6. d ]'-41/2.. TRUSS LOCATION DIMENSIONS (2(20tl R.S.NAILS IN OVERHANG FRAME \� I U ^Y� S2 T .� T T 2xd BEV.PURLIN i� N TOE NAIL OVERHANG RAFTER TO OVERHANG NAILER WITH 2 O (I� 16d R.S.NAIL EACH SIDE ( C) �. OVERHANG FRAME 48'-2x10(NO.1SYP( � Z 2x6 OVERHANG NAILER END RAFTER ASSEMBLY / n B .. 0' -.. .... ___. _.. ....... .. .. ._ _ -.._. (](20d R.S.NAILS Q--- 32x6 CORNER COLUMN w Lu . U Z � DETAIL A Z O Z Q � w O 48'-2XI0 INO.I SYP( w U _.-© -_-_ ..._.._.... ..... .. ... .. -... (jz END RAFTER ASSEMBLY Z u O ` O JL.L.J _ LL - - - - - - - _ _ _ U � 420tl R. NECTIONS.NAILS TRUSS/BRACING PLAN PER CON 2x6 END COLUMN EXTENSION OR Z Q UPRIGHT ASSEMBLY NAILED TO END v d TRUSS/BRACING PLAN LEGEND EACH INTERSECTING G SHOWN AND TO EACH INTERSECTING WEB.FASTEN IT N �TI HEADER AND FRAMING MEMBER WITH N Q 48'END R.C.TRUSSES B]'-6"O.C. 1 Y I XT R.S.NAILS INTO EACH END COLUMN z -48'END RAFTER ASSEMBLY EXTENSION MEMBER OR UPRIGHT a -2x4 TRUSS TIES® O.C. 2' 8' . -2x6 DIAGONAL END BRACES O.C. SCALE: MF (TO EXTEND TO FIRST TRUSS IN FROM END WALL( 1 4' 16' '--- DETAIL B -� J Z CENTER 2X4 SYP WEB STIFFENER ON TRUSS WEB&NAIL WITH 31/2" DRAWN BY: BISHOP HDG R.S.GUN OR 16C R.S.NAILS WITHIN 4 OF TRUSS SPACING 7'-6" O.C. DATE: 12/08/09 END&6"O.C.. 3.953 STAGGEREDLIVE LOAD 17 PSF CHECKED BY:RM -.__ .- .. DEAD LOAD 4 PSF DATE 12/10/09 2X4 WEB STIFFENER SECTION A A CEILING LOAD - PSF REVISED DAIf.' -- SCALE:11/2'=1'-0• A TOTAL LOAD 21 - PSF REVISEDDATE' -- _.,._ REVISED DATE — 9-3 0 2x4 WEB STIFFENERS LVEYSED DATE: — �4.042 .6 47-9-0 �� � Z �� • 1 48' R.C. 2090 TRUSS SCALE AS NOTED SCALE:B/e'=r-o- SHEETNO. S20F (1 1 CT 1 o OFFICE: UTCHOGZUE,:NY DESIGN AND EXPLANATORY NOTES Lr) JOB NO. .. K FACE 128-0839 37-6 37-6 1.)EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN'FROM THE EXTERIOR OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR,WINDOW,SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE 4 8'WIDE AB WIDE OWNER. LONE 2&3) IZONE 21 (ZONE 2&31 ua (ZONE 1) (ZONE 2)) (ZONE 3)) Z z 0 QD Lu L.Li 4.9 WIDE (ZONES 2&3) u 4.8 WIDE 65.*WIDE(ZONE 4) L 4.6 WIDE z (ZONE 5) 4. EAST ELEVATION (ZONE 5) 0 w (ZONES NES 2 3) < W0 4.8'WIDE 12 z 0 DONi 2&31 -1 4 >TO 16 GAME TRIM u� N Lu U 12 <4 48 WIDE 12 Lu z (ZONE 2 3) t� 4 __Tr HI-RIB STEEL SIDING T421 CORNER TRIM Cie T4167 TRANSITION TRIM HI-RIB STEEL WAINSCOT TO 167 BASE TRIM 0 L _u 38.4 WIDE IZONE 411 (4,8 W DE 4.8 WIDE ONE Sl 241 or' 24-0" (ZONE 5) ILI L_u I? I 1 0 4A'WIDE 38.4 WIDE(ZONE 4) L -I ---I 4.8'WIDE ry co (ZONE 5) NORTH ELEVATION (ZONE 5) SOUTH ELEVATION Nt 3-6 NOWFUNCTIONAL CUPOLA 8 WIDE (ZONE 2) (ZONE 2&3) fZONE 2&31 4, ' (ZONED) (ZONE 11 VENT-A-RIDGE 0 17RA WNBY BISHOP X111' '�Xx DATE. 12/08/09 (ZONE 21 CHECKED BY.RM M ONE 3) DA . 12110109 4REYISED DAM. 6 1 5'0G.GUTTERS 3 6E REVISEDDATE, REVISED DATE' 4E 2EY6ED DAM HI-RIB STEEL SIDING NEW 5 I T#21 CORNER TRIM T#167 TRANSITION TRIM HI-RIB STEEL WAINSCOT 0 MWFRS T#167 BASE TRIM Reference L4B wIDE 65.4'WIDE(ZONE A) I WIDE (ZONES) 4.26 3 45'-3 L.NE SI 13-6r 12 - It - 01 .01 o o C) WEST ELEVATION ;z SCALE.AS NOTED SHEET NO. S3oF S I I OFFICE DESIGN AND EXPLANATORY NOTES CUTCHOGUE NY JOB NO. 1.)•THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE 128-0839 p FWOROFLEX HI-RIB STEEL NOT PROVIDED BY MORTON BUILDINGS,INC.OR MORTON BUILDINGS' ©�s 2x4 PURLINS 0 23'O.C. SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. (NO.2 SPF) HEADLOK 0.19"x 6"FLATHEAD LAG SORE W 2.)FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 2x4 BEV.PURLIN CONDITIONS MAY REQUIRE MODIFICATIONS. WIRE MESH 3.1 CONCRETE FLOOR NOTES: FILLER STRIP _ 2x6 BEV.FASCIA a.3500 PSI,5 1/2 BAG MIX CONCRETE d 5"O.G.GUTTERS b.SLOPE GRADE AWAY FROM BUILDING B 1"PER FOOT FOR A MINIMUM T#1448146 FASCIA TRIM 48'2090 R.C.TRUSS DISTANCE OF I O'PLUS OVERHANG WIDTH O p O. TRUSSINCOLUMN 2 ®®SOFFIT DDLE .A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1910 EXCEPTION 3.UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORINGHI-RIB/SOFFIT CAP MINATED COLUMN MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL V d 216 OVERHANG NAILER BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT ' n Qi (2)1/7'x5 1/2"M.BOLTS 8 tl.CONTRACTION JOINTS UNIFORMLY SPACED 15'O.C.OR LESS v (8)20tl R.S.NAILS Z clef 11 E l 1 1 Z U ®KYNAR HI-RIB STEEL Z \ Q > Q o 2x6 LAMINATE / ui s GRADE TO HEEL /� COLUMN Z 13 I ROWS 2x6 NAILERS(2100 MSR SPF)® \ U � 1 T AL Ca ,~1 6 3-2x6 LAMINATED COLUMN 33� LLAL BLOCKING VETIC • 1 1 1 AT2COLUMN LOCATION �\ ✓"+ J T#167 TRANSITION TRIM ` 1 2x6 NOTCHED NAILER Q �! KYNAR HI RIB STEEL WAINSCOT INTERIOR 7/16"OSB PROTECTIVE LINER® FSI ¢ x T#167 BASE TRIM (11 ROW 2x8 TREATED SPUSHBOARD® EXTERIOR NAIL KEY `J d • 1 0.148"x 4"(2Udj NAILSL2 18"LOWEST 5"CONCRETE FLOOR♦ 0.131"x 3 1/T HOT DIPPED GALVANIZED(HDG)RING SHANK NAILS L i MEMBER CUT-OFF 3-2x6 COLUMN SPLICE FASTENING DETAIL �•'•�- 8 1 M BASE ANCHOR eQ SCALE:1/2"=1'-0" Q .i FINISH GRADE;h - '"` Lu 1 8_ 4'MINIMUM COMPACTED GRANULAR BASE♦ - J J 4,-0 2 Q 9DRAWN BY: BISHOP 218M(14 GA.)COLUMN STILT Qe 3-2x6 LAMINATED COLUMN 3/16X3/4'x30"H.R.FLAT STEEL [DAE 12/08/09 8"THICK MINIMUM READY-MIX CONCRETE 1 1/4'x1 1/4'x14 GA.SUPPORT ANGLE CKED BY.'RM BELOW BOTTOM OF LOWER COLUMN WITH FASTENED TO COLUMN AT EACH 180 ADDITIONAL READY-MIX TO TOP OF 218M STILI(9'Y), CORNER WITH (3).148"0 x 2" E 12/10/09 PLACE CONCRETE BELOW AND ABOVE BOTTOM OF STAINLESS NAILS. 112 TOTAL NAILS 30° ED DATE — LOWER COLUMN IN ONE OPERATION. PER COLUMN) 14 GA.CHANNEL WITH 1/4"PLATED ED DATE' --- RIVET TO SUPPORT ANGLE ED DATE' --- SIDEWALL SECTION A UNDISTURBED SOIL I SCALE:1/7'=1'-0" EDDAM STILT INSTALLATION I " . INSTALL PRESSURE TREATED g/V x+LBGpA• � LOWER COLUMN WITH STILT IN THE YY AUGERED HOLE. • O 2. 2. POUR 9"MINIMUM THICKNESS OF 14)0.17Tx225"STAINLESS STEEL READI-MIX CONCRETE INTO THE ANCHOR NAILS PER STRAP HOLE AS SPECIFIED. BUILDING COLUMN 3. BACKFANNUL LLAND SPA C AROUND TH 81 M BASE ANCHOR ( 2 . l • oQ COL ANNULAR SPACE AROUND THE STILT ISOMETRIC AIGIRENDTFROMHEsTESOIL FASTENING DETAIL SCALE 1 1/2'=1'-D" SCALE:AS NOTED SHEET NO. S4oFS11 OFFICE CUTCHOGUE,NY JOB NO. 128-0839 FLOUROFLEX HI-RIB STEEL GABLE PURLIN FLASHING T#16 GABLE TRIM 2x4 PURLINS ra 23"O.C.® (4)0.135"x21/4"R.W.NALS OR 16d R.S.NAILS ( � (NO.2 SPF) �! 2x6 FASCIA n T#194 TRIM (1)20d R.S.NAIL THROUGH STRAP i A INTO BRACE 2END BRACE STRAP W/PRE-PUNCHED SOFFIT / HOLES(BEND TO FIT)FASTENED W/ O Z i / (3)0.140 x 1 1/T'R.S.NAILS HI-RIB/SOFFIT CAP TRIM 2 48'-2x10(NO.1 SYP) i 2x6 DIAGONAL BRACING FASTENED d END RAFTER ASSEMBLY TO COLUMN W/(4)16d R.S.NAILS 48 i '2090 R.C.TRUSS 0 216 E.C.E. / KYNAR HI-RIB STEEL ----------------- --_ /i?„ Cie ____ ___ ___ LJLJ 2x6 ADDITIONAL NAILER 2X4 TRUSS TIE 1 1 F 2x4 TRUSS TIE Z II U ,�- 60tl R.S.NAIL 20 ga.GALVANIZED � LOWER TRUSS CHORD o PURL'N CONNECTOR Q } U < \ lL O o.. Z 5 � U F— Lu W J (1)#9xl"TRU-GRIP SCREWS ON PEAK SIDE AND (2)ON EAVE SIDE IN HOLES SHOWN. J ~ 0 (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 14'-0' GRADE TO HEEL 2x4 TRUSS TIE DETAIL Q x (Z O C6 C/7 i 6 W J J i Q ADDITIONAL 2X6 NAILER 18"LOWEST MEMBER CUT-OFF --� 20d R.S.NAIL THROUGH STRAP INTO TIE DRAWN BY. BISHOP DATE: 12/08/09 FINISH GRADE (3) 11/2"R.S.NAILS THROUGH STRAP 2'LONG END BRACE STRAP �� CHECKED BY:RM (4)21/4"R W.NAILS DATE.' 12/10/09 4'{Y' REVLSEDDATE' -- REVISED DATE' ---- . ... ^ REVISED DATE --_ 218M(14 GA.)COLUMN STILT gEVISED4WTHICK MINIMUM READ4MIX CONCRETE 2X4 TRUSS TIEBELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL READI-MIX TO TOP OF 218M STILT(9160 PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 2X4 TRUSS TIE TO ENDWALL DETAILENDWALL SECTION B SCALE:I/2"=l'-0' SCALE AS NOTED SHEET NO. S5oFS11 oFHce DESIGN AND EXPLANATORY NOTES CUTCHOGUE,NY l08 NO. I.)DOOR HEIGHT-HEEL HEIGHT.JAMB COLUMN CUT-OFF HT.=15ABOVE HEEL HEIGHT. 12B-0839 (2)60d R.S.NAILS IN OVERHANG RAFTER IF 2x4 PURUN CUT TO FIT BETWEEN OVERHANG FRAMES 3" 6" N TOP OF BEAM HANGER p4 O SITS DOWN ON SQUARE 0�4 SW CUT COLUMN NAIL BEAM HANGER TO COLUMN Z FROM OUTSIDE WITH(31 S.S.COLUMN ♦ 11 ANCHOR NAILS 48'2090 R.C.TRUSS C^J TNII TRACK COVER SIMTRACK 340L TRUSS HANGER WITH (14111/7R.S.NAILS w &III 1/2"X2 1/2'M.HOLT w 14-0 3x4 TRACK BLOCK Z 1 I/Z5'BLOCK 8Tk14 5 II HE 6 1 V GLU-LAM HEADER(24001 / ' GRADE TO BOTTOM 2x8 HEADERR IND.1 SYP) OF MACK GIRT I Z TN23 JAMB TRIM NAIL HANGER TO BEAM Z 3-2x8 LAMINATED JAMB COLUMN FROM INSIDE WITH(3) < S.S. FROM ANCHOR NAILS GLU-LAM BEAM } BEYOND WITH AN ADDITIONAL 2x8 LATCH HANDLE TREATED LAMINATE FOR HEADER O ` SUPPORT FROM 1'-0"BELOW GRADE 3-2x8 LAMINATED COLUMN ADDITIONAL TREATED LAMINATE zLLJl U 5' TO 1ABOVE HEEL HEIGHT Z 5 INSIDE VIEW > CD U � LLI - 2x3 JAMB(BEYOND w ; J BOTIOM 2'TREATED) � Z U SLIDING DOOR HEADER SECTION C Q 0 m SCALE:I"=1'-0" Z O V� Z W i L g Lu _ CUT TRUSS HEEL BACK BY WIDTH OF BEAM HANGER J BEAM PLUS 1/4"FOR TRUSS HANGER J FASTEN 340L TRUSS HANGER TO „ Q S BEAM WITH(10)ADD R.S.NAILS (PLACE NAILS IN ALL HOLES PROVIDED). 51/4"x161/7'GLU-LAM HEADER(2400 tb) DRAWN 8 Y. JBISHOP DATE: 12/08/09 2x8 GIRT(NO.1 EYE) NAIL 2x8 GIRT TO BEAM a CHECKED BY:RM O WITH 20d GUN NAILS 004 DATE: 12/10/09 @ 4'O.C.STAGGERED 4„ REVTSEDDATF — 4" 1/2"x12"LAGS REVISED DATE.' — 4" REVISED DATE: -- ' TRUSS 112)20d R.S.NAILS EV6ED DATE -- 2x3 JAMB NE L 3401_TRUSS HANGER FASTEN 340L TRUSS HANGER TO TRUSS WITH OUTSIDE VIEW '•'14 (I) 1/Zk 1/T M.BOLT&114) 11/2"R.S.NAILS (PLACE NAILS IN ALL HOLES PROVIDED). - 'NOTE:VIEWS ARE SHOWN WITH I'-0"OVERHAN6S ` TRUSS HANGER ISOMETRIC DETAIL 5 1/4" GLU-LAM JAMB DETAfLS IS 1/4kl61/7'GLU-LAM HEADER WITH 340L TRUSS HANGER) SCALE:AS NOTED SHEFENO. S6 OF Sl OFFICE RAIL THICKNESS CHART CUTCHOGUE,NY STANDARD HEAVY JOB NO. VERTICAL HORIZONTAL V ALHORIZONTAL 128-0839 WEB FLANGE WEB FLANGE WEB FLANGE WEB FLANGE .0]0' ,090' .060" .080" 0 .150" .060' .130- 1111 DOUBLE TOP"D"RAIL VII 116 GLACE) vd 3LAMINATED JAMB COLUMN WITHH LAMINATE(BEYOND)� I v STRUT n C) z 10.06"WEB,0.13"FL = HORIZONTAL'I'S.S.RAIL VERTICAL"I"RAIL FLANGE) (0.09"WEB,0.15"FLANGE) v 3-2XB LAMINATED JAMB ! COLUMN WITH LAMINATE I II I Z HORIZONTAL"1L INTERMEDIATE RAIL Lu WEB,0.13"FLANGE) Lu 1 II II 14-0„ Z - )1 II s TRACK GIRT U �VVEEB,0.1 "FL RAILS Q v, i0 GRADE Z 10.09"WEB.0.15"FLANGE) O y Q 13E LATCH ROD LATCH HANDLE W N 2 VERTICAL"I"RAIL Ini Q U t LATCH HANDLE W O= = 47E A/S LATCH STRIKE PLATE U I Z � G HORIZONTAL I F— INTERMEDIATE"I"RAILS CC c CC ! \ c J W i F- 0 CENTER DOOR GUIDE DOUBLE B070M'V RAIL GRACE I (16 GUAGEI JAMB DETAIL ¢ S 11'-3" 11'3" Z� Q v u /7 22'-6" x 14' DOUBLE SLIDING DOOR FRAME w (TWIN PANEL) 0 Q 8 L-1 1 J J i Q DRAWN 8Y: JBISHOP 1264 8'HOOK DATE 12/08/09 CHECKED BY:RM CENTER DOOR GUIDE VERTICAL"I"RAIL DAIS: 12/10/09 FORA L DOOR GUIDE HAS A BUILT-IN C STOP FOR ALUMASTEEL DOORS 50 STUB COLUMN HORIZONTAL"I"� REVLSED DA1Et — MUST BE EXACTLY CENTERED IN DOOR OPENING INTERMEDIATE RAIL REVISED DAM --- INSTRUCTIONS REVISED DATE: ---- '• 1.SCREW NUT ONTO HOOK. {SEDD 2.SCREW HOOK INTO LATCH BODY. F. J' DOOR GUIDE DETAILS ... 3/8"JAM NUT r •6 = IK 1265 JAMB LATCH BODY •t 13E LATCH ROD LATCH ROD DETAIL LATCH HANDLE m kz - t1 - oq SCALE.AS NOTED SHEEFNO. S7oFS1 1 ' OFFICE.. CUTCHOGUE,NY JOH NO ' 128-0839 x� RAIL THICKNESS CHART N srnryI H HEAVY /••� VERTICAL ORIZ NTAL VERTICAL H RI lAL a-.y WEB FLANGE WEB FLAN E 8 FLANGE WEB F N E O 7 Z DOUBLE TOP"D"RAIL (16 GUAGE) ILII 1� 32x6 LAMINATED \/ JAMB COLUMN(BEYOND) ' ^ I I V KYNAR HI-RIB STEEL Lu 1 E 1 2x6 UPRIGHT HORIZONTAL'1"S.S.RAIL VERTICAL"I"RAIL Z (0.06"WEB.0.U8"FLANGE) (0.09"WEB.0.15'FLANGE) U 2x10 TRACK GIRT Z T#711RAGK COVER m Z HORIZONTAL E 51M TRACK INTERMEDIATE RAI) Q o t (0.06"WEB.0.08"FLANGE) j W i 3.4 TRACK BLOCK 14-U 1q•{p Z U 1 I/75'BLOCK 8 T#74 i0 GRADE TRACK GIRT 1 w TO GRADE m f� < Lu U ; T#23 JAMB TRIM J W O !Q Z LATCH HANDLE VERTICAL'T'RAILS U (0.09"WEB,Ol S"FLANGE) C 13E LATCH ROD LATCH HANDLE 3 2-3 JAMB(BEYOND; BOITOM 2'TREATED) V (3)2x6 JAMB COLUMN LU (2 W/2X6KJ'TREAIED 2 SPLICE STIFFENER(BEYOND) L E E CENTER DOOR GUIDE DOUBLEBOTTOM"D"RAIL "aT 116 GUAGE) Q ui SLIDING DOOR HEADER SECTION D GRADE w 8 SCALE:1"=U-0" J 10'-6" 10'-6" J Z 21' x 14' DOUBLE SLIDING DOOR FRAME (TWIN PANEL) DRAWN BY: BISHOP DATE: 12/08/09 CHECKED BY:RM - DA TE 12/10/09 REVISED DA TF.' -- REVISED DATE -- REVEED DATE,'EDDATE — F Np .p g4 L @G Oy •.OY o t LZ 2. 6 ' 2 - F SCALE.-AS NOTED SHEET NO. S8oFS11 ' OFFICE.' 4.8'WIDE CUTCHOGUE NY (ZONE 2&3) lOB NO. 1282)839 2x4 PURLINS®23"O.C. 4.E.'WIDE O 2 (ZONE 2&3) Z 4.8'WIDE -INDICATES PURLINS TO BE FASTENED T& (ZONE 2&3) w/HEADLOK.19"x 6.0"FLATHEAD LAG 1\ SCREW. �l 5 fie� �sr.M°vr va'NnDN Lu I •ENO MAEE 2x4 PURLINS®23"O.C. Lu U _ 48' WIDE BUILDING PURLIN LAYOUT Z SCALE:1/7'=1'-0" Q CL Z w 4. WIDE SUSS` ONS L p (ZONE 2 8 3) O 0 - INDICATES PURLINS TO BE FASTENED W 0Cr toTPtE w•/HEADLOK.19"x 6.0"FLATHEAD LAG Z ®TNTEEM FASTENEDLWOER.S.NAIL TO BE ' O F— w U J I I I Z F— O O 48' WIDE BUILDING PURLIN LAYOUT U f SCALE:I/7=1'-O" G 4 v Q d V) _ 1 1 1 S D S W J J i Q I p. DRAWN BY: JBISHOP 2x4 PURLIN )1/�„ DATE: 12/08/09 HEADLOK.19'x6.9'Fl-ATHEADl-AG SCREW ii 60d R.S.NAIL Iu CHECKED BY:RM (ICC-ES REPORT ESR-1078) DA TE 12/10/09 V`iRuss / REVISED 20 GA.GALVANIZED p. REVISED DATE.20 GA.GALVAN17ED -- ORpOf o PURLINCONNECTORO CHORD o PURLIN CONNECTOR REyLSED DATE. TOP -- C� 1�R �� EvuED �� o•.� I m.£ `. �/. DF REN' q (1)#9x1"TRU-GRIP SCREW ON PEAK SIDE AND (1)#9x1"TRU-GRIP SCREW ON PEAK SIDE AND (2)#9x1"TRU-GRIP SCREWS ON EAVE SIDE OF _• (2)#9xl"TRU-GRIP SCREWS ON PAVE SIDE OF PURLIN IN HOLES SHOWN(JOINT MUST BE TIGHT . PURLIN IN HOLES SHOWN(JOINT MUST BE TIGHT BEFORE FASTENING CLIPS BEFORE FASTENING CLIPS 2x4 BUTTED PURLIN DETAIL 2x4 BUTTED PURLIN DETAIL 1 O (PURLIN CONNECTED WITH (PURLIN CONNECTED WITH 60D R.S.NAIL( ' G SCALE:I 1/2'=1'2Y' 6"HEADLOK FLATHEAD LAG SCREW SCALE:1 1/2"=1'-0" SCALE.AS NOTED SHEET NO, S9 OFS11 OFFICE CUTCHOGUE.NY JOB NO. CUPOLA CAP ® 128-0839 2x6 BLOCK BETWEEN NAILERS NAILED TO COLUMN W/20d GUN NABS. NAILED 6"O.C. CUPOLA ROOF N y LAMINATED COLUMN I O Z _ ¢: z._....... S 2x6 NAILERS C ... 7116-OSB v - LAMINATED COLUMN Z CUPOLA SIDE® Q/ FRAME CUPOLA BASE FRAMES OSB SHEARWALL DETAIL , u 1N167 SCALE:I/7'=V-0" 3/4"OSB CUPOLA SUPPORT® Z 2X4 BEVELED BASE BLOCK® / C 2x4 CUPOLA BLOCKS® U I 390 FRAMING CLIP® Z I t CUPOLA BASE TRIM Z KYNAR HF-RIB STEEL >- 0 2x4 PURLINS W s LOWER CHORD OF 7- END END RAFTER ASSEMBLY _ o TOP CHORD OF 1 O END RAFTER ASSEMBLY F— w 1 1 U 7/16"038 ���� _J ; U CENTERLINE OF CUPOLA 2x6 VERPCAL BLOCKS @ _� 2x6 NAILERS I COLUMN BETWEEN NAILERS x ----------- _______ V O FIRST ROW PERIMETER OF OSB SHEETS V� Z 2x4 PURLINS ------------------ ------------------ NAILEDW/1-3/4 RINGSHANK L.1J Z -1 1 IF I I- COIL GUN NAILS SPACED 6"O.C.Q Q I EXTRA NAILERS ADDED ------- ------- 8 BETWEEN STD.NAILERS J (MAX.SPACE TO BE 24") ----------- SUPPORTS J ------------------. OSS NAILED TO INTERMEDIATE TT RSHANK ---- — 2 ¢ PEAK PURUN — COIL GUN NAILS SPACED 6"O.C. '----------------- TRUSS ----------------- DRAWNBY: BISHOP - LAMINATED COLUMN DATE.. 12/08/09 — CHECKED BC RM DATE: 12/IO/D9 :---.—_---_—_--__—_—. REVISED DATE ------------------ REVLSEDDATE -- 5/4x6 NAILER ®2x4 CUPOLA BLOCKS -- — _— (IF PROTECTIVE LINER IS INCLUDED) T REVISEDDATE — EVISED —__ _______ 2x8 TREATED BASEBOARD 4k 9 @G, 1'. O ------------------ C 390 FRAMING CLIP 2 V390 FRAMING CLIP® x4 CUPOLA BLOCKS �CUPOL .10 A FRAMING FRAMING DETAILS 7/16" OSB SHEARWALL ELEVATION off SCALE:I"=1 0" SCALE:1/2"=1'-0" SCALE AS NOTED SHEET NO. SIOOFSII R HOGUE.NY8-0839 m ROOF STRUCTURE FASTENING SCHEDULE O c VENT-A-RIDGE TO BASE TRIM 09x1"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS®8"o.c. QQ RIDGE BASE TRIM TO 2x4 PURLINS R9x2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB(1'-9o.C.) . L� aQ HI-RIB STEEL TO 2X4 PURLINS #9 x 2ZINC PLATED RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB(I'-0"o.c.) Z Qi 20 ga.GALVANIZED PURLIN CONNECTOR$ #9 x 1"TRU-GRIP SCREWS �s 2x4 PURLINS TO TRUSS(INTERIOR ZONES( 0.200"x 6"(60d)RING SHANK NAILS IN PRE-DRILLED HOLE Cie ILI © 2x4 PURLINS TO TRUSS(EXTERIOR ZONES) HEADLOK.19'%6.0'FLATHEAD LAG SCREW IN PRE-DRILLED HOLE 1 1 1 48'STRAIGHT CHORD TRUSS TO COLUMN (2)1/2'x 5 1/2"M.BOLTS 8 (8)0.177"x 4"(20d)RING SHANK NAILS Z U WALL FRAMING FASTENING SCHEDULE Z I � Qe COLUMN STILT 114 GA.)TO COLUMN (12)0.148"x 2'(6d)STAINLESS STEEL RING SHANK NAILS z Q 8)M BASE ANCHOR TO COLUMN 0.177'X 2-1/2"STAINLESS STEEL NAILS(4)PER ANCHOR } (j < ® 2x8 SPLASHBOARD TO COLUMN 141 0.177"x 4"(20d)STAINLESS STEEL RING SHANK NAILS®SPLICE/(6)0.177'x 4"(20d)RING SHANK NAILS 0 STANDARD CONNECTION uj z 2x6 NOTCHED NAILER TO COLUMN (4)0.148"x 31/2"(16d)NAILS 0 SPLICE/(3)0.148"x 3-1/2"(16d)NAILS®STANDARD CONNECTION Z U ® 7/16"OSB TO SPLASHBOARD 8 NOTCHED NAILER 0.099'x 1-114 ASBESTOS SIDING NAILS ® 2x6 NAILER TO COLUMN (4)0.148"x 3-1/2 (16d)RING SHANK NAILS®SPLICE/(6)0.148'x 3-1/2"(16d)RING SHANK NAILS a STANDARD CONNECTION w o ® END RAFTER ASSEMBLY TO 2x6 END COLUMN EXTENSIONS (4)0.177'x 4'(20d)RING SHANK NAILS J I L E _ Q 2x4 PURLIN TO END RAFTER ASSEMBLY HEADLOK.19%6.0"FLATHEAD LAG SCREW IN PRE-DRILLED HOLE r ® HI-RIB STEEL TO NAILERS #9x2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB(Vo.c.) =U D F © SOFFIT TO WALL INSERTED IN PRE-FORMED SLOT IN SOFFIT/HI-RIB CAP ® SOFFIT TO FASCIA T-50 MONEL STAPLES(2)PER PIECE 0 7/16"OSB SHEARWALL _ !xi ® OSB TO PERIMETER BLOCKS/FRAMING 0.113"XI-3/4"RING SHANK COIL NAILS®6" ® OSB TO INTERMEDIATE FRAMING 0.113"XI-3/4"RING SHANK COIL NAILS @ 6"C.C. V Q BLOCKS TO COLUMNS 0.131"x 3 1/2"HOT DIPPED GALVANIZED(HDG)RING SHANK NAILS®3"o.c. I L LLu 2 L S J J i Q SCREWED ROOF STEEL CUPOLA FASTENING DRAWN BY: BISHOP ® CUPOLA CAP TO CUPOLA ROOF (4) 1/4"x]'PLATED MACHINE BOLTS AND LOCK WASHERS DATE 12/08/09 ® CUPOLA ROOF TO CUPOLA SIDES PRE-FORMED CRIMPED METAL CONNECTIONS AND(8)#9 x 1"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS CHECKED BY:RM ® CUPOLA SIDES TO CUPOLA BASE FRAME 49 x I"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS(4)PER SIDE 1?6)TOTAL DATE: 12/10/09 ® CUPOLA BASE FRAME TO OSB CUPOLA SUPPORT 1-7/8"GUN NAILS 9 6"O.C. REVISED DATE. -- OSS CUPOLA SUPPORT TO TREATED BEVELED BLOCK 0.148"x 3-1/2 (16d)RING SHANK NAILS®8"o.o. REVISED DATE -- ® TREATED BEVELED BLOCK TO 24 CUPOLA BLOCKS 1/4"x4-1/2"LAG SCREW W/I/4"FLAT WASH ER AT EVERY HI-RIB(V 'o C.) REVISED DATE. -- ® 2x4 CUPOLA BLOCKS TO FRAMING CLIPS (2)0.135"x 1-1/T'RING SHANK NAILS EV,Sf ® FRAMING CLIPS TO PURLINS (2)0.135"x 1-1/2-RING SHANK NAILS IN SIDE OF PURLIN AND(210.135"x 1-1/2 RING SHANK NAILS IN TOP OF PURLIN } ♦ a .00 ; 6 ( 2 . 11 - 09 SCALE:AS NOTED SHEET NO. S11OFS11 LASER FICHE FORM Planning Board Site Plans and Amended Site Plans SPFile Type: Approved Proiect Type: Site Plans Status: Final - Pending Inspection SUM # : 1000 - 83.-3-2.2 Proiect Name: Lieb Vines, LLC 2010 Address: 13050 Oregon Road, Cutchoque Hamlet: Cutchoque Applicant Name: Lieb Vines, LLC Owner Name: Lieb Vines, LLC Zone 1: A-C Approval Date: 3/22/2010 OPTIONAL ADDITIONAL INFORMATION A date indicates that we have received the related information End SP Date: 3/23/2010 Zone 2: Zone 3: Location: Oregon Road, Cutchogue SC Filing Date: Cand R's : Home Assoc: R and M Agreement: SCANNED APR 2 1 2010 SCAN Date: Records Management