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Home My WebLink About37011-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 8/30/2012 CERTIFICATE OF OCCUPANCY No: 36924 Date: 8/30/2012 THIS CERTIFIES that the building COMMERCIAL ALTERATION Location of Property: 13050 Oregon Rd, Cutchogue, SCTM #: 473889 Sec/Block/Lot: 83.-3-2.1 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 11/4/2011 pursuant to which Building Permit No. Lot No. filed in this officed dated 37011 dated 2/24/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations to existing building for office and wine tasting as applied for per ZBA#6469, dated 6/15/11. See conditions 1 through 4 per Zoning Board of Appeals. The certificate is issued to Lieb Vines LLC ( OWN E R) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 8/7/12 C10-10-0008 8/9/12 37011 8/2/12 Michael Algozzino Signatur~ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37011 Date: 2/24/2012 Permission is hereby granted to: Lieb Vines LLC PO BOX 907 Cutchogue, NY 11935 To: construct alterations to an existing building per Planning & ZBA (#6469) approvals as applied for At premises located at: 13050 Oregon Rd, Cutchogue SCTM # 473889 Sec/Block/Lot # 83.-3-2.1 Pursuant to application dated To expire on 8/25/2013. Fees: 11/4/2011 and approved bythe Building Inspector. NEW COMMERCIAL, ALTERATION OR ADDITIONS CO - COMMERCIAL Total: $1,060.80 $50.00 $1,110.80 BUilding Inspector Town Hall Annex 54375 Main Road P.O. Box 1179 Southold. NY 11971-0959 Telephone (631 ) 765-1802 Fax (63I) 765-9502 ro.qer r chert~town.southold.ny, us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Lieb Vinyards ~,ddress: 13050 Oregon Rd City: Cutchogue St: NY Zip: 1193~ 3uilding Permit#: 37011 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Jim Sage Electric Inc LicenseNo: 3635-e SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Commedcal Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage Service 1 ph Service 3 oh Main Panel Sub Panel Transformer Disconnect Other Equipment: INVENTORY Hot Water GFCI Recpt NC Condenser Single Recpt NC Blower Range Recpt Appliances Dryer Recpt Switches Twist Lock tasting room, 3-paddle fans, 2-exhaust fans Ceiling Fixturese[E~~ HID Fixtures Wall Fixtures J_~ Smoke Detectors Recessed Fixture= I 81 CO Detectors Fluorescent Fixtur Pumps Emergency Fixtures~_J Time Clocks Exit Fixtures [~J TVSS Notes: Inspector Signature: Date: Aug 2 2012 81-Cert Electrical Compliance Form.xls Town Hall Annex 54375 Main Road P.O. Box 1179 $outhold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF 8OUTHOLD CERTIFICATION Telephone (631 )76571802 Fax (63 I) 765~9502 AUG 1 BtDG DEPI, lO~N~: OF SOUIHOtD Date: Building Permit No. 37 ~ ti (Please print) Plumber: ~,tA,,~ ~l~o~,~~ ~-~ (Please print) I certify that thc solder used in the water supply system contains less than 2d10 of 1% lead. Sworn to before me this ~ , dayof Notary Public,~ I ~ Comity Danielle k. Carter Notary Public, State d N~ York 01 CA6185879 Qualified in Suffolk County Commission Expires April 21, 2016 (Plumbers Signature) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY REMARKS: INSPECTION [~ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) DATE ~ ~"~ ~/~-- INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~] i~O~UGH PLBG- ULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ELECTRICAL (FINAL) [ ] ELECTRICAL (ROUGH) REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [~STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [~,FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. [/~INSULATION ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ~ INSPECTOR DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) ~ ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR~ 765-1802 INSPECTION FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INFLATION // []FRAMING/STRAPPING [~,~ FINAL [] [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY~'CTION TOWN OF SOUTHOLD BUILDING DEPT. [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ~/~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEl,: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined Approved Disapproved a/c,/-~- Expiration PERMIT NO. ,3,~D jr/ BtDC DEPI. Building hlspector BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, belbrc applying? Board of Health 4 sets of Building Plans Planning Board approval SUFVeV Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Stoml-Water Assessment Form Mail to: Phone: ~'*-~l~ 7F:Z- APPLICATION FOR BUILDING PERMIT Date~- Z, ,20 il INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to thc Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced belbre issuance of Building Permit. d. Upon approval of this application, thc Building Inspector will issue a Building Permit to tile 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 pan for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months alter the date of issuance or has not been completed within 18 mouths from such date. If no zotting amendments or other regulations affecting tile property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to thc Building Zone Ordinance of the Town of Southold, Sufiblk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or fnr removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit auth°rized inspect°rs °n prenlises and in building f°r necessary inspecti°ns' 1'4'/,~/~, ~/~' ' ~Si~'~tu're/applic~ant or name. ifa corporation) (Mailing address of' applicant) ~s owner, lessee, agent, architect, engineer g ri ilder State whether applicant Name of owner of premises I.~.~PZZ> ~'ld~'~'Y> L._t.~ (As on the tax roll or latest deed) if applicant i~ratio~uly authorized officer Builders License No. Plumbers License No. ~ Electricians License No. / / Other Trade's License No. ~,/~ 1. Location of land on which proposed work will be done: l~ouse Number Street Hamlet County Tax Map No. 1000 Section ~:>:7~ Block '~ Lot ~ Subdivision Filed Map No. Lot State existing use and occupancy of premises and intended use and occ.,upancy of proposed copstruction: a. Existing use and occupancy V~_-IM~------~ ~t~2-4~ b. Intended useandoccupancy 1_~_,~'-//~ 4 V'~t-'3-~t"{-~---~ '~~~"---~ Nature of work (check which applicable): New Building Repair Removal Demolition Addition Alteration Other Work Estimated Cost ,~. t ~)i ("~r"~ Fee (Description) (To be paid on filing this application) If dwelling, number of dwelling units Numbe~ll£,,g units on each floor If garage, number of cars ~~ It' business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front ,~/~t Rear Height 2~:~' ~,/~-~ Number of Stories {~&~ ~ Dimensions of same structure with alterations or additions: Front Depth I I,z'5 ~ Height '~'=~ ~ Number of Stories Dimensions of entire new construction: Front Ik~/~ Rear ~q~ ~,; Height ~/'~ Number of Stories At/ky Size of lot: Front I 'q'5 ' Rea,' 1'~4'~ Depth 7_...7~- I0. Date or Purchase i - 7t4_ - ~Dff) Name of Former Owner ~('M4_,4 ~--(') 11. Zone or use district in which premises are situated ~_._, 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ 13. Will lot be re-graded? YES Depth Rear Depth ~.~/'k, NO),, X NO Will excess fill be removed from premises? YES NO 'X 14. Names of Owner or?remises ~ ~c,~,5--.-~ Address ?,d~.~~ Phone No. ff~Jd~ Name of Architect, }~bf-~ ~ ~ Address~Phone Name of Contractor Idt~lP___-/OZ_l ~ Address ~,O'i'LTt4OF-~O~,_ Phone No. - -~ 15 a. ls this property within 100 feet of a tidal wetland or a tYeshwater wetland? *YES NO N~ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. ls 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 fbundation plan and distances to property lines. , ". If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY 0 F~..~5~) ~J.L~_ ~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Ofricer, etc.) of said owner or owners, and is duly authorized to pertbnn or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be perlbrmed in the manner set tush in the application filed therewith. Sworn t~belbre me this t , -- ~ dayof ~~ 20{~ . - . OH /~;' ' ~ ' ' n Ou~?ified in Suffo k Coun~ , CommisMon ~pires July 28, TO: William Kelly for Lieb Vines LLC 22355 Cox La. Cutchogue, NY 11935 TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: 03/18/11 Please take notice that your application dated March 2, 2011 For permit to operate an office/tasting room in an existing storage building at Location of property: 13050 Oregon Rd., Cutchogue, NY 11935 County Tax Map No. 1000 - Section 83 Block 3 Lot 2.1 is returned herewith and disapproved on the following grounds: The proposed Tasting Room/Office on this parcel in the AC Zone is not permitted pursuant to Article III, Section 280-13(c & d) which states:. 4-c) The winery structures shall be set back a minimum of 100' from a major road and 4-d) The winery shall obtain site plan approval. Authorized Signature CC: file, ZBA Planning Bd. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. ~Q~/L BOARD MEMBERS eslie Kanes Weisman, Chairperson James Dinizio, Jr. Gerard P. Goehringer George Homing Ken Schneider Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTItOLD Tel. (631) 765-1809 · Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JUNE 15, 2011 ZBA FILE: 6469 NAME OF APPLICANT: Lieb Vines, LLC PROPERTY LOCATION: 13050 Oregon Road Cutchogue, NY SCTM# 1000-83 -3 -2.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated April 5,2011 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: This application is not subject to review under Chapter 268 because does not involve features that relate to a regulated natural feature or a bulkhead or other shoreline. PROPERTY FACTS/DESCRIPTION.' The subject property contains 594, 144 sq. fi. with 394.34 feet of frontage on Oregon Rd., 1,259.70 feet along the northern property line, 564.07 feet along the eastern property line and 1, 174.00 feet along the southern property line as shown on the site plan dated 5/20/10 prepared by Jeffrey T. Butler PE. It is improved with two one story agricultural storage buildings BASIS OF APPLICATION: Request for Variance from Art. III, Code Section 280-13(4)(c) based on Building Inspector's March 18, 20I 1, Notice of Disapproval and an application for building permit concerning conversion of an existing storage building into an office and winery tasting room at: less than the code required 100 foot setback from a major road. RELIEF REQUESTED: The applicant proposes to convert a portion of the existing 5,569 sq. ft. storage building located closest to Oregon Road to a public tasting room, private tasting room, public restrooms, and new office space totaling 2,020 square feet. The existing wine storage area of 3,549 square feet will remain unchanged. The storage building is located 60.2 feet from the road where the code requires that a winery have a minimum 100 foot setback from a major road. ADDITIONAL INFORMATION: This application is subject to site plan approval by the Planning Board per Town Code. The Zoning Board, in a Memo dated March 22, 2011, requested comments from the Town Planning Board. On May 10, 2011, the Planning Board sent a memo in response stating this proposal is consistent with the goal of supporting and maintaining agriculture. However, there are several challenges for this location to operate as a retail tasting room, all of which can be overcome if the operators limit the number and size of vehicles at the site that current accommodations allow. Another concern is the proximity of nearby residences. There were neighbors objecting to the application at the hearing and through written correspondence to the Board of Appeals Page 2- June 15,2011 ZBA File#6469 - Lieb Vines, [LC CTM: 1000-83-3-2.1 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 2, 2011, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be tree and relevant and makes the following findings: 1. Town Law §267-b{3)(b}{1}. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. In a letter dated May 10, 2011 the Southold Town Planning Board stated that "upon reviewing the Comprehensive Plan, it has been determined that this proposal is consistent with the goal of st/pporting and maintaining agriculture. The tasting room will be furthering this goal". The character of the neighborhood is mixed with residential, agricultural and light industrial uses and the addition of a permitted tasting room within the existing agricultural storage building will not expand the type of uses allowed in the neighborhood. The applicant has to apply to the Planning Board for site plan approval. The Planning Board can impose restrictions to mitigate the residential concerns about traffic, parking, and noise to prevent any detriment to nearby properties. 2. Town Law §267-b{3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The agricultural storage building has a Certificate of Occupancy dated July 30, 2008 and as such it would not be feasible to move the building in order to meet the code requirement. 3. Town Law §267-b{3)(b)(3}. The variance granted herein is mathematically substantial. It represents a request for 40% relief from the code. However, it is unclear to this Board if Oregon Road is a maior road as stated in the Notice of Disapproval, since no definition of a major road exists in the Town code. 4. Town Law §267-b{3)(b)(4) No evidence has been submitted to suggest that a setback variance in this residential/agricultural community will have an adverse impact on the physical or environmental conditions in the neighborhood. The setback of this building has existed legally since 2008 and it will not be changed by the approval of the proposed tasting room and office. Concerns by neighboring residential property owners can be addressed through the imposition of conditions by the Board of Appeals and the Planning Board through the site plan review process. 5. Town Law §267-b(3}/b}(5). The difficulty has been self-created in so far as the building was built without allowing for the additional amount of setback required by the code for a tasting room on a "major road". However, the building, as it exists, meets all of the setbacks required by the code for an agricultural storage building. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a Tasting Room and Office while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dinizio, seconded by Member Schneider, and duly carried, to GRANT, the variance as applied for, and shown on the Site Plan prepared by Jeffrey T. Butler P.E., P.C. dated May 20, 2010 subject to the following conditions: Conditions: 1. That no further expansion of the tasting room as applied for herein is allowed without further review by this Board 2. No parking of vehicles on Oregon Road. Page 3 - June 15, 201 I ZBA File#6469 - Lieb Vines, LLC CTM: 1000-83-3-2.1 3. The Bonded storage area may not be used in any way to support the events held in the tasting room except as storage of wine. 4. All outdoor music shall end by 9:00PM. This condition shall not supersede any future town laws pertaining to noise. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building DeparUnent of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Boar& Ayes: Members Weisman (Chairperson), Homing, Goehringer, Dinizio, Schneider. This R~.soxlution was duly adopted (5 Leslie Kanes Weisman, Chairperson Approved for filing 7///7/2011 PLANNING BOARD MEMBERS DONALD J. W]LCENSKI Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III MARTIN H. SIDOR MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town HoJl Annex 54375 State Route 25 (cot. Main Rd. & Youngs Ave.) Southold, NY August 30, 2012 Mr. William Kelly 22355 Cox Lane, Unit Cutchogue, NY 11935 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Telephone: 631 765-1938 Fax: 631 765-3136 Re: Proposed Site Plan for Lieb Vines, LLC Located at 13050 Oregon Road, 222' +/- east of Cox Lane & Oregon Road, Cutchogue SCTM#1000-83-3-2.1 Zoning District: A-C Dear Mr. Kelly: The Planning Board, at their August 27, 2012 Work Session, found that the requirements of the above-referenced site plan have been completed based on the site inspection made August 17, 2012. The site is now in conformance with the approved site plan dated May 20, 2010, prepared by Jeffrey T. Butler, P.E., P.C., last revised August 12, 2011. 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, Donald J. Witcenski Chairman CC: Planning Board Heather Lanza, Planning Director Michael Verity, Chief Building Inspector Jamie Richter, Town Engineer PLANNING BOARD MEMBERS MARTIN H. SIDOR Chair WILL/AM J. CRICMERS KENNETH L. EDWARDS JAMES H. RICH III DONALD J. WILCENSK/ MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 cor. Main Rd. & Youngs Ave.) Southold, NY October18,2011 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 PLANNING BOARD OFFICE TOWN OFSOUTHOLD Telephone: 631 765-1638 Fax: 631 765-3136 Re: Approval: Proposed Site Plan for Lieb Vines, LLC Located at 13050 Oregon Road, 222' +/~ east of Cox Lane, Cutchogue 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 October 17, 2011: WHEREAS, this site plan is for the proposed conversion of an existing 5,569 s.f. agricultural storage building to a wine-tasting room and dry storage building, and includes a 12,122.86 s.f. bluestone parking lot and a 1,440 s.f. brick patio; and WHEREAS, the applicant submitted an application for site plan review on April 15, 2011; and WHEREAS, the Southold Town Planning Board pursuant to State Environmental Quality Review (SEQR) (6 NYCRR, Part 617.5 (c) (7) 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) (7) "construction or expansion of a primary or accessory/appurtenant, non- residential structure or facility involving less than 4,000 square feet of gross floor area and not involving a change in zoning or a use variance and consistent with local land use controls..." Due to the minimal addition of the 1,440 s.f. patio, the site is not subject to review under SEQRA; and WHEREAS, on May 17, 2011, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on June 9, 2011, the Southold Town Architectural Review Committee reviewed and determined that the proposed building was acceptable; and Lieb Vines, LLC Page Two October 18, 2011 WHEREAS, on June 23, 2011, the Town of Southold LWRP Coordinator reviewed the above-referenced project and has determined the proposed project to be consistent with Southold Town LWRP policies; and WHEREAS, on June 27, 2011, the Southold Town Engineer reviewed the above- referenced application and has determined that the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on July 7, 2011, the Suffolk County Planning Commission reviewed the above-referenced application and considered the site plan to be a matter for local determination with no significant county-wide or inter-community impact; and WHEREAS, on July 19, 2011, the Cutchogue Fire District determined there was adequate fire protection and emergency access for the site; and WHEREAS, on September 16, 2011, the Suffolk County Department of Health Services approved the above-referenced site plan dated July 22,2011. It should be noted that the map stamped by the SCDHS contains minor differences from the site plan to be approved by the Southold Town Planning Board, therefore, any and all future reference to the approved site plan should be made to the map dated August 12, 2011 and containing the approval stamp of the Southold Town Planning Board; and WHEREAS, on October 14, 2011, the Southold Town Chief Building Inspector reviewed and certified the proposed site plan as a permitted use in the A-C Zoning District; and 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 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 Jeffrey T. Butler on May 20, 2011 and last revised on August 12, 2011, and authorizes the Chairman to endorse the site plan. Please also note the following requirements in the Southold Town Code relating to site plans: 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. Lieb Vines, LLC Pa.qe Three October 18,2011 Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 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. 5. Any changes from the approved site plan shall require Planning Board approval. 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, Martin H. Sidor Chairman Enc. cc: Building Dept. w/map Town Engineer w/map Town of Southold :Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERI%' LOCAT;OI~: $.C~T-M.~: THE FOLKOV~NG ACTIONS MAY REQUIRE ~E SUBM~SIOH OF A SCO~0FWO~ - PRO~S~ CONS~U~ON fl'~g / WO~S~' [ Y~ No and =iment ~nt~l p=~ms ~at ~ ~ u~ ~ ~ ~ Ex--ration ~ere there ~ a ~ange ~ Ihe Na~m, ~ ~ (5,~ S.F.) Squem Feet of Ground Su~? 6 ~s~aNa~umlWa~er~u~Ru.n~g~h~e ~ ~ ~r Storm W~er Dlsch~r~ ~ ~m~lo~ a~. pem~ No. OP~10.~t.1 Suffa~s be Sloped m Dlm~ Sto~-Wa~r ~n~ ~ ~ r~,P~t~nslr~s~ar~t~msthawillbe~d~ R~alofVe~mao, a~e~c~nofa,y ~ ~ COHH~E D. ~ATE OF NEW YORK, /...,r ~ ... v Nota~ Publ~, ~te of New York CO~ Of ..~ ........ SS NO. 01BU618~50 Commi~n E~r~ Anti; t~ t~ . . ~i~'~'~7~'i ............................................... Omer ~or repm*~fi~ of ~e ~er or ~ers, ~d is duly aud~o~ to p~o~ or have peffo~ ~e ~d ~rk ~d to m~e ~d file ~is app~c~on; ~t ~1 ~temen~ mn~n~ in ~is appli~fion ~ ~e m tim best of his h~owled~ ~d b~; ~d Swom tobefom~me ~s; da o~ ~ I, ~/~ ........ '/' - FORM - 06/10 Town H~ll Annex 54375 Mzi~ Road P.O. Box 1179 Southold, NY 11921~J59 Telephone (631) 765-1802 REQUESTED BY: Company Name: Name: LiCense No.: Address: Phone No.: Btm.BZNG DEP~ TOWN OF gOIYrHOLD APPLICATION FOR ELECTRICAL INSPECTION Date: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: '~ 00~ ' Section: *BR E DESCRiPTiON OF W )RK (Please ' (P!e~se Circle AIl ThM Apply) *lc ~b ~ady for inepect on Print Cleady) Lot: Block: YES / NO YES (~ Rough In Temp Information (If-needed] *Service Size: 1 Phase 3Phase 100 150 200 300 350 ~New Service: Re-connect Underground Number of Meters Change of Service Additienal Information: PAYMENT DUE WITH APPLICATION 400 Other Overhead 82-Requestforlnspec6onForm ~ SOUTHO£D TOWN JOB: L,~f~, V'~t,J~¥~-~..~ NotesPaper Jeffrey T. Butler, P.E., P.C. Architectural and Engineering Services 206 Lincoln Street Riverhead, NY 11901 Tel: (631) 208-8850 Fax: (631) 727-8033 Febmary 10, 2012 VIA HAND DELIVERY Ms. P~t Conklin Building Department Town of Southold P.O. Box 1179 Southold, N.Y. 11971 RE: Lieb Vineyard - 13050 Oregon Road, Cutchogue NY FEB 1 7 2012 BLDG. DEPI. TOWN OF SOUI'HOI.D Dear Ms. Conklin, Enclosed please find 4 sets of plans which have been revised along with ComCheck for the building. Please note that the plans have been revised per our phone conversation to include the following: · A note was added which alerts the contractor to the fact that a Fire and Smoke alarm system will need to be installed. Plans to be forwarded by the alarm company prior to installation. · The UL listing for the 2 hour wall has been added to the 2 hour wall detail. · All of the exits are now proposed to be handicap accessible to comply with the 60% rule. The building will be at 100%. · All of the exit doors are called out to have panic hardware · A thermal break was added to the cross section around the perimeter of the building where the space is proposed to be heated. This will have to be installed to comply with the ComCheck. I have taken another look at the ADA restroom dimensi,q.t~s and I find that lhe dimensions I e~. 1 have shown work as long as the doors open out as shown.~s tst'a~o~SI A117. 2003. If you or Mike interprets it differently please let me know. In addition, the applicant informed me that the Suffolk County Department of Health-Food Services permit is pending. A copy will be forwarded to your office when it is complete. If you should have any questions please do not hesitate to call. Jeffrey T. Butler, P.E., P.C. Architectural and Engineering Services 206 Lincoln Street Riverhead, NY 11901 Tel: (631) 208-8850 Fax: (631) 727-8033 January 13, 2012 VIA HAND DELIVERY Ms. Pat Conklin Building Department Town of Southold P.O. Box 1179 Southold, N.Y. 11971 RE: Lieb Vineyard - 13050 Oregon Road, Cutchogue NY Dear Ms. Conklin, Enclosed please find 4 sets of plans which have been revised. Please note that the occupancy of the building has been reduced to 99 people with this new layout. The fire separation between the occupancies is shown as the 2 hour detail for the walls. The applicant is not proposing to install a fire sprinkler for the building. If you should have any questions please do not hesitate to call. r. Butler, P.E. Enclosures JAN 17 2012 BI DG BEPL ,,[ I,tQ, B TOWNOi ~ ' I ~ EXISTING HEAD HELL I)SED FOR IRRIGATION Pt)RPOSE-5 ONLY NK 4 RA~TIAL PLAN 20 I0 0 I00 l' = COMcheck Software Version 3.9.0 Envelope Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title: Lieb Vineyards Construction Site: Oregon Road New York, NY Owner/Agent: Designer/Contractor: Jeffrey Butler 206 Lincoln Street Riverhead, NY 11901 631-298-8850 Section 2: General Information Building Location (for weather data): Suffolk, New York Climate Zone: 4a Building Type for Envelope Requirements: Non-Residential Vertical Glazing / Wall Area Pct.: 3% Activity Type,s1 Dining: Bar Lounge/Leisure Floor Area 2027 Section 3: Requirements Checklist Climate-Specific Requirements: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R.Value R-Value U-Factor U-Factor(a) Perimeter Exterior Wall 1: Wood-Framed, 16" o.c. 2576 21.0 0.0 0.062 0.089 Window 1: Vinyl Frame:Double Pane with Low-E, Tinted, SHGC 72 ...... 0.390 0.400 0.34 Door 1: Uninsulatad Double-Layer Metal, Swinging 63 ...... 0.200 0.700 Roof 1: Attic Roof with Wood Joists 2027 38.0 0.0 0.027 0.027 Floor 1: Slab-On-Grade:Unheated 170 ............ (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: [] 1. All joints and penetrations are caulked, gasketad or covered with a moisture vapor-permeable wrapping material installed in accordance with the manufacturer's Installation instructions. ~1 2. Windows, doors, and skylights certified as meeting leakage requirements. ~1 3. Component R-values & U-factors labeled as certified. [] 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. [] 5. 'Other' components have supporting documentation for proposed U-Factors. [] 6. Insulalion installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. [] 7. Stair, elevator shaft vents, and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. [] 8. Cargo doors and loading dock doors are weather sealed. ~1 9. Recessed lighting fixtures installed in the building envelope are Type lC rated as meeting ASTM E283, are sealed wilh gasket or caulk. Project Title: Lieb Vineyards Report date: 03/08/12 Data fi[ename: J:\MISC_JOBS\Misc Jobs 2010\100034 Morton - 13050 Oregon Road\Untitled.cck Page 1 of 12 [] 10.Building entrance doors have a vestibule equipped with sett-closing devices. Exceptions: [] Building entrances with revolving doors. [] Doors not intended to be used as a building entrance. [] Doom that open directly from a space less than 3000 sq. ft. in area. [] Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel doors, [] Doors opening directly from a sleeping/dwelling unit. Section 4: Compliance Statement Compliance Statemenh The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Version 3.9.0 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. Name - Title f Project Title: Lieb Vineyards Report date: 03/08/12 Data filename: J:\MISC_JOBS~Misc Jobs 2010\100034 Morton - 13050 Oregon Road~Untitled.cck Page 2 of 12 COMcheck Software Version 3.9.0 Interior Lighting Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title: Lieb Vineyards Construction Site: Oregon Road New York, NY Owner/Agent: Designer/Contractor: Jeffrey Butler 206 Lincoln Street Riverhead, NY 11901 631-208-8850 Section 2: Interior Lighting and Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (fi2) Watts I fi2 (B x C) Dining: Bar Lounge/Leisure 2027 1.3 2635 Total Allowed Watts = 2635 Section 3: Interior Lighting Fixture Schedule A B C D E Fixture ID: Description I Lamp I Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Dining: Bar Lounge/Leisure (2027 sq.ft.) Linear Fluorescent 1: 48" T8 25W {Super T8) / Electronic 4 12 100 1200 Total Proposed Watts = 1200 Section 4: Requirements Checklist Lighting Wattage: [] 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 2635 1200 YES Controls, Switching, and Wiring: ~1 2. Daylight zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight zones adjacent to vertical fenestration. ~l 3. Daylight zones have individual lighting controls independent from that of the general area lighting. Exceptions: [] Contiguous daylight zones spanning no more than two orientations are allowed to be controlled by a single controlling device. [] Daylight spaces enclosed by walls or ceiling height partitions and containing two or fewer light fixtures are not required to have a separate switch for general area lighting, [] 4. Independent controls for each space (switch/occupancy sensor), Exceptions: [] Areas designated as security or emergency areas that must be continuously illuminated. ~1 Lighting in stairways or corridors that are elements of the means of egress. Project Title: Lieb Vineyards Report date: 03/08/12 Data filename: J:\MISC_JOBS\Misc Jobs 2010\100034 Morton - 13050 Oregon Road\Untitled.cck Page 3 of 12 [] 5. Master switch at entry to hotel/motel guest room. ~1 6. Individual dwelling units separately metered. [] 7. Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. [] 8. Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either controlling all iuminaires, dual switching of alternate rows of luminaires, alternate luminaires, or alternate lamps, switching the middle lamp luminaires independently of other lamps, or switching each luminaire or each lamp. Exceptions: [] Only one luminaire in space. [] An occupant-sensing device controls the area. [] The area is a corridor, storeroom, restroom, public lobby or sleeping unit. [] Areas that use less than 0.6 Watts/sq.ft. [] 9. Automatic lighting shutoff control in buildings larger than 5,000 sq.ff. Exceptions: [] Sleeping units, patient care areas; and spaces where automatic shutoff would endanger safety or security. [] 10,Photocell/astronomical time switch on exterior lights. Exceptions: [] Lighting intended for 24 hour use. [] 11 .Tandem wired one-lamp and three-lamp ballasted luminaires (No single-lamp ballasts), Exceptions: [] Electronic high-frequency ballasts; Luminaires on emergency circuits or with no available pair, Section 5: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed iighting system has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Version 3.9.0 and to comply with the mandatory requirements in the Requirements Checklist. Name - Title/ Project Title: Lieb Vineyards Report date: 03/08/12 Data §lename: J:\MISC_JOBS\Misc Jobs 2010\100034 Mor~on - 13050 Oregon Road\Untitled.cck Page 4 of 12 COMcheck Software Version 3.9.0 Exterior Lighting Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title: Lieb Vineyards Exterior Lighting Zone: 2 (Residentially zoned area) Construction Site: Owner/Agent: Oregon Road New York. NY Designer/Contractor: Jeffrey Butler 206 Lincoln Street Riverhead, NY 11901 631-208-8850 Section 2: Exterior Lighting Area/Surface Power Calculation A B C D E F Exterior ArealSurface Quantity Allowed Tradable Allowed Proposed Wafts Wattage Watts Watts I Unit (B x C) Main entry 2 tt of door width 20 Yes 40 26 Total Tradable Watts* = 40 26 Total Allowed Watts = 40 Total Allowed Supplemental Watts** = 600 * Wattage tradeoffs are only allowed between tradable areas/surfaces. ** A supplemental altowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Section 3: Exterior Lighting Fixture Schedule A Fixture ID: Description I Lamp I Wattage Per Lamp I Ballast B C D E Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Main ent~ {2 ff of door width): Tradable Wattage Compact Fluorescent 1: Quad 2-pin 26W / Magnetic 1 1 26 26 Total Tradable Proposed Watts =26 Section 4: Requirements Checklist Lighting Wattage: [] 1. Within each non-tradable area/surface, total proposed watts must be less than or equal to total allowed wafts. Across all tradable areas/surfaces, total proposed watts must be less than or equal to total allowed watts. Compliance: Passes. Controls, Switching, and Wiring: I~ 2. All exemption claims are associated with fixtures that have a control device independent of the control of the nonexempt lighting. [] 3. Lighting not designated for dusk-to-dawn operation is controlled by either a a photosensor (with time switch), or an astronomical time switch. ~1 4. Lighting designated for dusk*to*dawn operation is controlled by an astronomical time switch or photosensor. [] 5. AI~ time switches are capable of retaining programming and the time setting during loss of power for a pedod of at least 10 hours. Exterior Lighting Efficacy: Project Title: Lieb Vineyards Report date: 03/08/12 Data fllename: J:\MISC_JOBS\Misc Jobs 2010\100034 Morton - 13050 Oregon Road\Untitled.cck Page 5 of 12 [] 6. All exterior building grounds luminaires that operate at greater than 100W have minimum efficacy of 60 lumen/watt. Exceptions: [] Lighting that has been claimed as exempt and is identified as such in Section 3 table above. [] Lighting that is specifically designated as required by a health or life safety statue, ordinance, or regulation. [] Emergency lighting that is automatically off during normal building operation. ~1 Lighting that is controlled by motion sensor. Section 5: Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Version 3.9.0 and to comply with the mandatory requirements in the Requirements Checklist. Name - Title ! Da"~e Project Title: Lieb Vineyards Report date: 03/08/12 Data filename: J:\MISC_JOBS\Misc Jobs 2010\100034 Morton - 13050 Oregon Road\Untitled.cck Page 6 of 12 COMcheck Software Version 3.9.0 Mechanical Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title: Lieb Vineyards Construction Site: Oregon Road New York, NY Owner/Agent: Designer/Contractor: Jeffrey Butler 206 Lincoln Street Riverhead, NY 11901 631-208-8850 Section 2: General Information Building Location (for weather data): Suffolk, New York Climate Zone: 4a Section 3: Mechanical Systems List Quantity System Tvoe & Descri~)tion HVAC System 1 (Single Zone): Heating: 1 each - Duct Furnace, Propane, Capacity = 82 kBtu/h, Efficiency = 90.00% Ec Section 4: Requirements Checklist Requirements Specific To: HVAC System 1: [] 1. Equipment minimum efficiency: Duct Furnace (Propane): 80.00 % Ec Generic Requirements: Must be met by all systems to which the requirement is applicable: [] 1. Plant equipment and system capacity no greater than needed to meet loads Exception(s): [] Standby equipment automatically off when primary system is operating [] Multiple units controlled to sequence operation as a function of load ~1 2. Minimum one temperature control device per system ~1 3. Minimum one humidity control device per installed humidification/dehumidification system [] 4. Load calculations per ASHRAE/ACCA Standard 183. [] 5. Automatic Controls: Setback to 55°F (heat) and 85°F (cool); 7-day clock, 2-hour occupant override, 10-hour backup Exception(s): [] Continuously operating zones [] 2 kW demand or less, submit calculations [] 6. Outside-air source for ventilation; system capable of reducing OSA to required minimum [] 7. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly Excaption(s): Ct Ducts located within equipment Ct Ducts with interior and exterior temperature difference not exceeding 15°F. [] 8. Mechanical fasteners and sealants used to connect ducts and air distribution equipment Ct 9. Ducts sealed - longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 181B tapes and mastics Project TiSe: Lieb Vineyards Report date: 03/08/12 Data filename: J:\MISC_JOBS\Misc Jobs 2010\100034 Morton - 13050 Oregon Road\Untitled.cck Page 7 of 12 Exception(s): [] Continuously we~ded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification [] 10.Hot water pipe insulation: 1~5 in. for pipes <=1.5 in. and 2 in, for pipes >1.5 in. Chilled water/refrigerant/brine pipe insulation: 1.5 in. for pipes <=1.5 in. and 1.5 in, for pipes >1.5 in. Steam pipe insulation: 1.5 in. for pipes <=1,5 in. and 3 in. for pipes >1.5 in. Exception(s): [] Piping within HVAC equipment. Fluid temperatures between 55 and 105°F. []Fluid not heated or cooled with renewable energy. []Piping within room fan-coil {with AHRI440 rating) and unit ventilators {with AHRI840 rating). []Runouts <4 ff in length. [] 11.Operation and maintenance manua~ provided to building owner FR 12.Balancing devices provided in accordance with IMC {2006) 603.17 [] 13.Demand control ventilation {DCV) present for high design occupancy areas {>40 pemon/1000 ft2 in spaces >500 ft2) and served by systems with any one of 1) an air-side economizer, 2) automatic modulating control of the outdoor air damper, or 3) a design outdoor airflow greater than 3000 cfm. Exception(s): Systems with heat recovery. []Multiple-zone systems without DDC of individual zones communicating with a central control panel. []Systems with a design outdoor airflow less than 1200 cfm. []Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. [] 14Motorized, automatic shutoff dampers required on exhaust and outdoor air supply openings Exception(s): ~1 Gravity dampers acceptable in buildings <3 stories [] Gravity dampers acceptable in systems with outside or exhaust air flow rates less than 300 cfm where dampers are inledocked with fan [] 15.Automatic controls for freeze protection systems present [] 16,Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70% outside air fraction or specifically exempted Exception(s): Hazardous exhaust systems, commercial kitchen and clothes dryer exhaust systems that the International Mechanical Code prohibits the use of energy recovery systems~ Systems serving spaces that are heated and not cooled to less than 60°F. []Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. []Heating systems in climates with less than 3600 HDD. []Cooling systems in climates with a 1 percent cooling design wet-bulb temperature less than 64°F. []Systems requiring dehumidification that employ energy recovery in series with the cooling coil. [] Laboratory fume hood exhaust systems that have either a variable air volume system capable of reducing exhaust and makeup air volume to 50 percent or less of design values or, a separate make up air supply meeting the following makeup air requirements: a) at least 75 pement of exhaust flow rate, b) heated to no more than 2°F below room setpoint temperature, c) cooled to no lower than 3°F above room setpoint temperature, d) no humidification added, e) no simultaneous heating and cooling, Section 5: Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Version 3.9.0 and to comply with the mandatory requirements in the Requirements Checklist. Name - Title Signature Date Section 6: Post Construction Compliance Statement [] HVAC record drawings of the actual installation, system capacities, calibration information, and performance data for each equipment provided to the owner. [] HVAC O&M documents for all mechanical equipment and system provided to the owner by the mechanical contractor. [] Written HVAC balancing and operations report provided to the owner. Project Title: Lieb Vineyards Report date: 03/08/12 Data ~ename: J:\MISC_JOBS\Misc Jobs 2010\100034 Morton - 13050 Oregon Road\Untitled.cck Page 8 of 12 The above post construction requirements have been completed. Principal Mechanical Designer-Name Signature Date Project Title: Lieb Vineyards Report date: 03/08/12 Data filename: J:\MISC_JOBS\Misc Jobs 2010\100034 Morton - 13050 Oregon Road\Untitled,cck Page 9 of 12 COMcheck Software Version 3.9.0 Mechanical Requirements Description 2010 New York Energy Conservation Construction Code The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System f: 1. The specified heating and/or cooling equipment is covered by the ^SHRAE 90.1 Code and must meet the following minimum efficiency: Duct Furnace (Propane): 80.00 % Ec Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. All equipment and systems must be sized to be no greater than needed to meet calculated loads. ^ single piece of equipment providing both heating and cooting must satisfy this provision for one function with the capacity for the other function as small as possible, within available equipment options. Exception(s): - The equipment and/or system capacify may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. - Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 2. Each heating or cooling system serving a single zone must have its own temperature control device. 3. Each humidification system must have its own humidity control device. 4. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure, 5, The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria: a) capable of setting back temperature to 55°F during heating and setting up to 85°F dudng cooling, b) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedules, c) have an accessible 2-hour occupant override, d) have a battery back-up capable of maintaining programmed settings for at least 10 hours without power, Exception(s): - A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. - A setback or shutoff control is not required on systems with total energy demand of 2 kW (6,826 Btu/h) or less. 6. The system must supply outside ventilation air as required by Chapter 4 of the International Mechanical Code. if the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels, the system must be capable of reducing outdoor-air flow to the minimum required levels, 7. Air ducts must be insulated to the following levels: a) Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled) must be insulated with a minimum of R-5. Unconditioned spaces include attics, crawl spaces, unheated basemenls, and unheated garages. b} Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building. c) When ducts are located within exterior components (e.g., floors or roofs), minimum R-8 insulation is required only between the duct and the building exterior, Exception(s): - Duct insulation is not required on ducts located within equipment. - Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15°F. 8. Mechanical fasteners and seals, mastics, or gaskets must be used when connecflng ducts to fans and other air distribution equipment, including multiple-zone terminal units. 9. All joints, longitudinal and transverse seams, and connections in ductwork must be securely sealed using weldments; mechanical fasteners with seals, gaskets, or mastics; mesh and mastic sealing systems; or tapes. Tapes and mastics must be listed and labeled in accordance with UL 181A and shall be marked '181A-P' for pressure sensitive tape, '181A-M* for mastic or '181A-H' for heat-sensitive tape, Tapes and mastics used to seal flexible air ducts and flexible air connectors shall comply with UL 181B and shall be marked '181B-FX' for pressure-sensitive tape or '181B-M' for mastic. Unlisted duct tape is not permitted as a sealant on any metal ducts. Exception(s): - Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification. 10. All pipes serving space-conditioning systems must be insulated as follows: Hot water piping for heating systems: Project Title: Lieb Vineyards Report date: 03/08/12 Data filename: J:\MISC_JOBS\Misc Jobs 2010\100034 Morton - 13050 Oregon Road\Untitled.cck Page 10 of 12 1 1/2 in. for pipes <=1 1/2-in. nominal diameter, 2 in. for pipes >1 1/2-in. nominal diameter. Chilled water, refrigerant, and brine piping systems: I 1/2 in. insulation for pipes <=1 1/2-in. nominal diameter, 1 1/2 in. insulation for pipes >1 1/2-in. nominal diameter. Steam piping: 1 1/2 in. insulation for pipes <=1 1/2-in. nominal diameter, 3 in. insulation for pipes >1 1/2-in. nominal diameter. Exception(s): Pipe insulation is not required for factory-installed piping within HVAC equipment, Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55°F and 105°F. Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power, - Piping within room fan-coil (with AHRI440 rating) and unit ventilators (with AHRI840 rating). - Pipe insulation is not required for runout piping not exceeding 4 fl in length and 1 in. in diameter between the control valve and HVAC coil. 11. Operation and maintenance documentation must be provided to the owner that includes at least the following information: a) equipment capacity (input and output) and required maintenance actions b) equipment operation and maintenance manuals c) HVAC system control maintenance and calibration information, including wiring diagrams, schematics, and control sequence descriptions; desired or field-determined set points must be permanently recorded on control drawings, at control devices, or, for digital control systems, in programming comments d) complete narrative of how each system is intended to operate. 12. Balancing devices provided in accordance with IMC (2006) 603.17. 13. Demand control venglation (DCV) required for high design occupancy areas (>40 person/1000 fl2 in spaces >500 fl2) and served bY systems with any one of 1) an air-side economizer, 2) automatic modulating control of the outdoor air damper, or 3) a design outdoor airflow greater than 3000 cfm. Exception(s): - Systems with heat recovery, Multiple-zone systems without DDC of individual zones communicating with a central control panel. Systems with a design outdoor airflow less than 1200 cfm. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 14. Outdoor air supply and exhaust systems must have motorized dampers that automatically shut when the systems or spaces served are not in use. Dampers must be capable of automatically shutting off during preoccupancy building warm-up, cool-down, and setback, except when ventilation reduces energy costs (e.g., night purge) or when ventilation must be supplied to meet code requirements. Both outdoor air supply and exhaust air dampers must have e maximum leakage rate of 3 cfm/fl2 at 1.0 in w.g. when tested in accordance with AMCA Standard 500. Exception(s): - Gravity (non-motorized) dampers are acceptable in buildings less than three stories in height. - Systems with a design outside air intake or exhaust capacity of 300 cfm (140 L/s) or less that are equipped with motor operated dampers that open and close when the unit is energized and de-energized, respectively. 15. All freeze protection systems, including self-regulating heat tracing, must include automatic controls capable of shutting off the systems when outside air temperatures are above 40°F or when the conditions of the protected fluid will prevent freezing, Snow- and ice-melting systems must include automatic controls capable of shutting off the systems when the pavement temperature is above 50°F and no precipfiation is falling, and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F, 16. Individual fan systems with a design supply air copacity of 5000 cfm or greater and minimum outside air supply of 70 percent or greater of the supply air capacity must have an energy recovery system with at least a 50 percent effectiveness. Where cooling with outdoor air is required there is a means to bypass or control the energy recovery system to permit cooling with outdoor air. Exception(s): Hazardous exhaust systems, commercial kitchen and clothes dryer exhaust systems that the International Mechanical Code prohibits the use of energy recovery systems. Systems serving spaces that are heated and not cooled to less than 60°F, Where more than 60 percont of the outdoor beefing energy is provided from site-recovered or site solar energy, Heating systems in climates with less than 3600 HDD. Cooling systems in climates with a 1 percent cooling design wet-bulb temperature less than 64°F. Systems requiring dehumidification that employ energy recovery in series with the cooling coiL. Laboratory fume hood exhaust systems that have either avadable air volume system capable of reducing exhaust and makeup air volume to 50 percent or less of design values or, a separate make up air supply meeting the following makeup air requirements: a) Project Title: Lieb Vineyards Report date: 03/08/12 Data filename: J:\MISC_JOBS\Misc Jobs 2010/100034 Morton - 13050 Oregon Road\Untiged.cck Page 11 of 12 at least 75 percent of exhaust fiow rate, b) heated to no more than 2°F below room setpoint temperature, c) cooled to no lower than 3°F above room setpoint temperature, d) no humidification added, e) no simultaneous heating and cooling. Project Title: Lieb Vineyards Report date: 03/08/12 Data filename: J:\MISC_JOBS\M[sc Jobs 2010\100034 Morton - 13050 Oregon Road\Untitled.cck Page 12 of 12 "]"i"~Id, AL PARK. I~ DETAIL P4-6 (N.Y.5.D.O.T.) J-J/~NDIC,APPED PARKIN~ OIE~I / NFH OFFICE ~IVAT~ TAETIN~ PROPOSED I" RPZ INSTALLATION /SEE 9HI' 2 FOR DETAIL) ~,ALE, I' = 120'-0" TE.OT HOLE BTi McDONALD eEOeOIENOE POX lO00 50UTHOLO, NEH T'ORK IIq']l DATE, MAY J4, 2OIO EL. ~'5,9~ NO g)RFACE HATERS HITHIN ~ FEE[' CE pROPERTY LiNE NO HELL5 NIq'HIN 1,50 FEET OF PROPERTY LINE HATER SERVICE CONN POINT PROPOSED HATER ME'T~ pROpOCED PATIO 4¢~ HIDE x ~O' DEEP AREA = 1,440 5dLPT. DHELLING WOtF THOHA5 UHLINGER KAREN bI-ILIN¢ER DNELLIN6 N/O/E EDHARP P. NUGHE5 pRO?OGE~ HATER SERVICE AGRIOULTI,P, AL BUILDIN¢ 'A' AREA = 5,56q E~2.PT, HOODED N/O/F GREGORY A, DOYD I SUSAN BOYS P, EEERVE PAP, GEL AREA 40pO0 ~q. PL (o.ql~ oU xCD,5 9[2 J,,~oPEP N/O/F ANTONE E. DERK. OHEKJ ~ GERALDINE B. BERKOHEKt NO HELLS HITHIN FEET OF pROPERTY L NE NO SURFACE HATERS HITHIN BOO FEET OF PROPERTY LINE SAFE DIG . Y ig, Drill Or Blast! mom than mn day~ hotly. 6 0 3 0 0 ®RAPHIC SCALE F)LAN PROPOSED CONNECTION TO HATER i~lN c, ui~B, PASO pP-,OPO~ED PRIVACY HEDGE (CEE LNDSOP 5CHEDULE, ~HT 2~ EX, ELEO. M~TER HOLE ~ DX. ~END~ATO~ ~ TO REHAIN EXIETINO DRY 5TORE BAR/TASTJN~ FARH pL=',/ELOPHI~NT RIOH~5 TO I~F TRANSFERI~O TO THE TO],"~ AREA = 554,144.44 ~ROPOSED STORM DRAINAGE SYSTEM (2) t0'4~ x 8' LID. gEPTH OFFICE AOODEO ~0~ N. NORMAN M~GOLLOUGN 180 240 300 d:~o' P~OPOE~t~ KITCHEN AND -- ~ANITAR¥ P,~gTE 5¥GTEM (MINIML~I COMME~IAL 5YETE~ I - LEACHI~ P~L D'exl2' Ll~. DEPTH ~TE, MAINTAIN A HINI~H NO hELLE HITHIN PEET OF PROPERTY LINE xGq,o A~RIO~,AL I~IILPlN~ 'D' AREA: 5/340 5~I.FT. FARM FIELD N/O/P MICHAEL OEHCHAK , MARIA OEi"E,H AK FARM FIELD N/O/P HICNAEL DEMCHAK NO HELL5 HITNIN 150 FEE~ OF pROPERTY L NE NO ~RFACE NATER5 HITHIN DO0 PEET OF pROpERTY L~NE STORM OW. AINACE VOLI,'HE = AREA x RAINFALL x 60EFFICIENT RAINFALL -- 2"/HR. = 0.161' 60EFEICIENT OF ASPHALT = 1,0 60EFFICIENT OF BLUESTONE ~- LO 60B=FIOIENT Ct= ROOF = 1.0 ASPHALT DRIVEHA¥ (PAP-K, IN~ AR, PA Hi'iEEE INDICATED) PROPOSED BELE, IAN DLO~K CURE) P. AMP, MEET : PR. OP PVMT CALCULATION, ,' PROP. , '. ASPHALT ''. [ , P, CON ,,:,',.J ': BLUESTONE = HAHDIOAP ('~EE PI'L, THIS ~HT) PAt~K, IN¢ AREA NDIGATED B'x24' EXISTING OFFICE -- EXISTING EDGE OF BLUESTONE DRIVENA¥ P~OP, PAVEMENT AND f~,OOF Dt;~AINA~E LEAOHIN¢ POOL5 (4) 10'~ xl2'LI~ STORA®E AREA F,F,=66~ REMOVE ('/Bi O.F,) REPLACE FI/ PROP BLUESTONE 51JRPACE PROPOSED SEE DTL, ~T 2 OVERSIZED PRK~ 5PAGE EXISTIN¢ HEAD .NELL USED FOR iRRIGATION Pb~POSES ONLY PAt .T I A!_ RLAH lO 0 20 ~R, AI=HiE, 5CALE 4O IM~D X X X X X 12UMF TEP ENC, LOEURE LOCATION MAP: NOT TO 5C, ALE EXIGTIN~, PRoposED, 5q4,144 5.P. N.O. (IDb~,) 5,56q G.P, N.C, 5,040 e,P. ,ooq4 (0.q496) O.OF/~5 (I,'Tq~) ARE!r', OF 51TE, P .AFl, IMpEI~VIOU5 SURFACE, (DOES NOT INCLUDE BLUESTONE AF~DA) P~POEDD A~A, 1~,2q2 5,P, (2J4~) 51~ PLAN BA~ED ON OR '~INAL ~TI lAN TAFT GO.IN Iii P.O. ~X I~1 PAT& MOE?ON DUILOlNO5 22~ ~OX LAN~ UNIT ~ 4 CUTCHO~UE, NY IIqD5 ~.." PARKING UI MENTS: ~AIL ~ / 5TO~: I 5P / 2~ PT 5~ ~, FT, / I000 PT / 5P 2~ 6P~ + 5 5P~E5 = 3~ EPEE5 2~ EPEE5 PROVIDED INO~DI~ (O H~DIOA~D AND (1~ LOADIN¢ 5PAGE ~VIPED SCOPE OF WORK: I. F'~OVIDE PF~Opo~Eo DUILDIN~ 2. MODIFY INTERIOr. OP EXI~TIN¢ BUILDIN¢ ~A' A5 OhOk, IN. D. P~VIOE P~PO~ED ~ANITA~Y ~ ~Y~TEM, ~TE~ SERVICE AND RPZ. 4, PROVIDE PROPOSED PARKING A~A FENCINg, ETO. SANITARY YIELD CALC.' ~,LbC)JNABLE PLOH (DENSITY). ~ROUND!NATEP, MANAGEMENT ZONE, IV ALLOP, IADLE PLOH I=OR 51TE = 8,00 6PO~ACRE ((200 ePD/AC, P4=,)(ID.6,~I DESI®N FLOIN 6ALO: DR,Y USE = 0,04 ®PD/EF p[<¥ 5TORE : 0.03 OPP/EP ~ll_OIN~ 'B' (OEN INDUE1 0 0 - 5p~ 5F x 0.04 ~/~ USE: 6'~ x 5' ~5EP (~' LI~, ~PTH, 1,200 ~LLON~) (LE~ACHIN~ ~ B8¢.8~ ¢~AY / 1.5 = ~45.1~ 5~.PT, gEE. (I) ~'e x 12' LIQUID DEPTH LEAOHIN¢ POOL ,iL NOT TO ~2ALE KEY ~VEROREEN TREE TON 0 TON I,..ANDBCAPE SC',HEDUI-E THUJA OC,6,1DENTALI-5 ARDORVIATE IRRI®ATION NOTE: I ~i/~ ~G ~ TO EA~ ~TO~TIC I ) PIEGt~-5 OF: f~EINFOI~GED PJJBBEI~ HO~E I DBL. -STP~kND #12 INIF~E, T~IICTED. (BURLAP OR KRAFT PAPER ~,IRAP) D" C. ALIPER (MINJ xX.--DOP ON ~," TOPSOIL B HHEP-.E · TOF~3OIL DAOKFILL SPECIFICATION5 FOR TREE PLANTIN¢ RE-51E)ENTIAL pAVEMENT -SECTION MINIMUM i~IIC, KNEB-5) A-BPHALT CONCRETE I I/2" k,!EARINO A-BPHALT GONGR. ET~ ~ I/2" -BTADILIZED .5OIL BA-SE ~" DRIVEINA'T' PARKIN~ AREA _PAVEMENT SECTION NOT TO SC, ALE SECTION ELDD P.PL, EL. NOTES: I III II I '" ' ~ ~' _ 0 o 2 - 2 FRONT VIEIN JUMBO DEL®lAN E~LOCK CURD DETAIL NOT TO 5GALE Y~ig, Drill Or Blast! CALL UB TOLL FREE t-800-962-7962 NY industrial code ~le 7~3 requires no leis than t~o working days noli~, but not ~JOTE5 (INTERIOR INBTALLATIOi',L), i~AGKFLOH PREVENTER INGTALLATION NOTE: 5TART-UP AT INITIAL INBTALLATION AND AFTER THE DOl'qN ~TFtF=AM CHUT-OPP DH~LD ~ GLO5ED. CLO~f O~N UP~T~AH 5~T-OPF AND ~LOM THE P~VENTER TO FILL ~LO~LY. BLEED AIR AT EACH TE~T COOL. BAGLPLOh p~TE~ 15 SLO~ OPEN THE 5HUT-O~F ANP FILL THE ~TE~ ~PPL~ ¢~¢TEH. THI¢ I¢ NEO~¢ARY TO AVOID OAHACE TO INTE~L OOHPONENT~. PARI<.IN& FIELD SECTION NOT TO rr~OALE PROPOSED SEPTIC RISER OlA®RAM NOT TO¢~.,ALE HEAVY PUTT AND L GA~T 11~2N (.OVER TO ~RADE BEARIN~ eL.AB MIN. 4"e 5DR 35 PVO PiPE OR IB2UAL, PITCHED MIN/I~'' PER LIN PT ~," DROP ~f' (IF DIS~J~UTION pOOl.) Ot)TLBT TYPICAL SANITARY LEACHING POOL (LP) 4. THE H~, PERHL551BLE DEPTH OF A PREGA5T CONCRETE LEABHINS POOL IE TNENTT 9' FROM FINIENEO ORADE THE MiNi PERHI~BIJ%E EFF. DEFTH OF ANY L P. BHALL BE TilDE'. 5. THE MIN. VE~.T. BEpAP~TION DISTANCE FROM THE BOTTOH OF THE L.P.~ TO THE HICHEBT REC. OROEO 6RO~IDHATER ELEVATIOfl 5HALL BE ~' FOR ALL HEN L.P.'e IhBTALLEO AFTER THE JCLY 15, 200~. PREVIOUSLY INBTALLED L.P,~ THAT PO NOT ~T THIO CRITERIA MAY BE ACCEPTED BT THE DEPARTMENT ~'EBIE, N~ ~'0 D~ TEAFFIC BEARIN¢ TO MEET THE REGNIREMENT5 OF AABHTO H-20 LOAD T. ALL LP.~ 5HALL BE PROVIDED HITH OHE OPENIN~ !41TH A HIN. DiA. OF 20' A ~AIERTIr=HT INBECT-~P420F AD¢BTABL~ ~ LOCKIH6 CAET IRON FEAME I COVER 5HALL ~E INBTALHED AT ~P. AOE I0. ALL 5E~ER pIPE5 5HALL PENETRATE THE VERT, 51DENALL Op THE L.P, ¢ BHALL BE BEALED HITH ~ROFf. THERE 5HALL ~ ~ FENETRATIONO NITHIN DOHE5, INSTf, I LATION, I, L,P.~ 5HALL BE INSTALLED IN GLEAN 0~ (BEPINEO AC 5P OR 5H BY ABTH OTANDp-RgB). MIR, ~ ~ FOOT 5TRA~M OE AGG~PTABL~= HATFRIAL, ~, IN ~,5E5 HH~RE CLEAN 5AN ?ANNOT BE ENGOUNTEP4~D, A pEBlON ~OR A N ALT~F~NATIVF L. STORM DRAIN5 = 20uO'' N BAN. LP,: hi-C' O, T,O, 5LOPE = 25'-0" R, BLUFF = bB'-O" I~ET ~IN/I PT 24' 20' HIN HEAVY I~JT¥ At, ll; Fi. OH LII~ 24' 20* HIN FINISHED 6RAPE TP.A~ SEPTIC TAJ~TK~- NOT TO 5,SALE [SLUESTONE PARKIN® FIELID SECTION NOT TO 5(.,AL~= PA'v'EMb~T 5EGTION MINIHUH THIGK~) ORIVEI4A"r'/PARKIN® APdA PAVEMENT SECTION NOT TO SCALE NO SURFA6E hATERS HITHIN 300 PEET OF pROPERTT LINE NO HELLS NITHIN 150 FEET OP PP..OPERI~r' LINE PROPOSED HATER SERVICE bONN POINT HATER METER pROpOSED I"NATER SERVICE <"I OHELLIN¢ N/O/F CURRENTLY HAS NO SANITARY SYSTEM OR WATER SERVICE PROPERTY LINE DEMOLITION .................. 5ANITART 9EHER 5TO~M LEACHIN~ POOL ( ~ \ PROP, TOP OF PROP, TOP OF T~ST HOLE FINI~JHEO FLOOR ELEVATION ~,i/ ~ P~Pm~F^R'r~, PROP~"O*TRMTR STORE10P'.AINA®E CALCULATION' 00N'I'N PROPOSED -- ""' VOU/ME = AREA x RAINFALL x 6OEFFIOIENT PROPOSED ASR'~.T PA'¢ID4~'4T = 2,.1~,5.4~ 5t= / ,'- Q CONNECTION TO RAINFALL = 2"/BR.; O.16T' 2,.1~.45 5,P. x 0.16.1' X 1.0 = 465.1'1 OF ~ HATER HAIN COEFFICIENT OF ASPHALT = ID PI~2P, 1 bXlST, BLIJESTONE PRK~ AREA = 12J22~ COEFFICIENT OF BIJJESTOflE = I.O 12,122.~ 5,F, X O,16T X I,O = 2/224.52 CF ~ J ,~, GOEFFIOIENT OF RODE = 1.0 ~ PRO~. PATIO 4 SIDENALK AREA: F~OSEP "'. TOTAL VOU,HE, ~ . P~OP . .465,11 CE t 2,02432 (.4= + ~;~ OF t q~o CF BLgESTONE I I m P. BLOGK OJP M =T ELEV OF .... f41 I0'¢xl4' BEEP LEA~NII~ POOk5 q'-O" ~5'-o" BUD" 8'-o" ~ '" (TYP) EXIST. VOLUME PP~VIDEP: 5~5152 BLEND IN MIEN, DLDESTONE T'r3=ICAL PARI(IN~ [~ETAIL HAINTAIN VALLEY EXISTJN5 DLPe 'D' AREA = NOT TO 5DALE ~T~E (S~ OTL, 5,040 SF x O.IbT x I.O: b41.6~' 0F ENLAROEO PLAN EX. oRAINAcE PROFOEED TP, bI6H ORAIH INSTALL^TION ¢ (~j lO~x81 ~)~EP LE,M;EIN6 POOLS ~ (SE~ 5H1' 2 FOR DETAIL) 56ALE, I" = I'-0' ,.. . .: BLUESTONE DRIVEHA¥ ~ iI ~ ~ ' ' OANITARY HASTE 5YSTEH : NOT TO SC, ALE ~: I - LEAbHIN¢ pOOL ¢'4~x1~' LIbL DEPTH MAINTAIN A MIN. 5~ 64~AIOE H/IN 20' OF 5r:J:~l(, 5Y¢,, SITUATE AT, -~ CbFCHO~E P4-8 ~ N~H OEEIDE E~)FFOLK COUNT'¢ I~'x20' pI~2p~D DRAINA~t~ LEAGHIk~ POOL5 1~2~ BUILDIN¢ I ~RRENT ~E: ~lC ~TO~E 'SEE ~]TE PLAN FOR L~ATION) NOT ~0 ~[ ~ PRIVATE 51~E ~ATA, EXISTIN¢: PROP~E~: TASTI~ RH / A~A OF 61~, 5q4,144 5.F. N.O, ~ ~ ~ASTI~ RH ~LPlN~ AREA, (~E ~i 2 F~ mAl~ (~ LN~P ~H.: m ~ X EXISTIN~ A~A: &iCC fi.P. (I.Of~ 5ro~u ~ ~ - BY: ~DO~LD ~IE~E DHELLIN¢ TO RE~IN ~X k. ~ 5, ¢* --~AEXIDT' :¢ 5~ 5.F. . ~ILDI~ 'A' '- PRO~R~HAYBALES' LI~INGT~LA5 ~O~N,ALO~ (~P 2 PLOS) , ~ ~ 5HEFT ~ FOR DETAIL5 REHOVE EX P.O. 5LAD PALE E~ PI~ TO ~AIL 5HOP / 5T~ FA~ ~I~P EXISTIN5 NRA ~ I ~/2~ FT ~ FLOOR A~ NATHAN TAFT OO~IN Ill TO ~ T~ OF ~LD FARH FIELP ~EP FOR IRRIOATION / TEL, 6~1-~2~-2OqO 3. ~AT[ON ~P e~E5 FOR ~ A~D HALK5 TO BE ~RIFIED Him mE TO~ OF ~T~ ~, ~m, SILNITARY SYSTEH CALCULATIONS, 0~1, SCOPE OF WORK: 6l~ Pm~lOAT,~. I, MODIFY IN~RIOR OF EX ST ~ ~ LD ND A A5 (6~' ~PD/AG~(O.q 2.D~HN'pROVIDE P~POGED SANITARY ~5TE/KITOHEN ] 8~ C~ty~ent ~ ~al~ ~ J D~ION 6~C~ATIO~, NO S~Y SYSTEM OR WA~ /~,~*~Yw~~nt ~s a~vsl I ~2 ~ (5~ITARY TOT~ + H. NORHAN ~ULLOUSH TQT~ ~L ~ILDI~ Li~(s) ~ Be Inspe~ By ~ ~ ~ X 2 = q672 e~ ~mlP ~ ~ ~ [5 ~.P. = 322.4 ~.FT. FARM FIELD ( Coun~ ~pt. ~ Hea~ ~i~. ~O/~ HIOHAEL PEHOH~ ~11852~700, 48 HOUm In Advan~, NO SURFACE ~TER5 HITHIN To $~edule Ins~on(s), DO 40 O ~O J~O 240 5OO FEET OF PROPERTY LINE ~D~ ~ A~A, ~ I~'e~' P.D.: I~ GAL F.FL.EL.: PA®E: oF B PiNAL E~,ADE TY'PC EA IN~ 0 SC> NOT TO ~C, ALE ~A 4 XOL LANDSC, APE 5C, HEI~ULE ULMg5 AMERICANA x 6UPEEES~OGYPARI5 IET1.ANPN EU~5 5EHPEk-WIREN~ ~t:PRUTICOSA' ILEX CEENATA ~TE~' ~ E~IZE LII~EP-,TY ELH 2"-5" CALIPER !.P.N-AND 6¥PRE55 4'-b' HIC~ OLD ENC,-LISH BOX!,iOGD 4"'~' HIE~ S'~EP5 HOU.¥ 5'-~' HIC.-m CEDAR 5TAKE S'-O" LONO 2" TO 2 5/4" DIA. 12" PINE DARK- ~qJLCFO IF NO ~ROUND COVER TBHPORARY ~ ) PIECE50P REINFORCED P~JDBER HOSE ~ DeL, STRAND ~12 HIRE, TNISTED. [DDRLAP OR KRAFT PAPER NRAP) // SANITARY C LINE kO ..,/TANK. ? KITCNEN ~00~\c:~AsEymAP . DRADE SPFOIFIGATIONS TREE PLANTIN® SII TOPSOIL r BEEN RL'~.t~WED BY THE I ERVICES Slab Thickness 'TRENCH DRAIN SECTION ~EDI(,ATED TO pROPOSED PATIO RUNOEE) 5r_,ALE~ NONE ZUP. N PEP-.MA-TF~ENC. H HEh~E ~' PRAIN 5¥ST'EH PLO 'ffiRIJ HODEL NO, 7-J~, eRA'rE COLOR I:~R CLIENT TYPICAL SINGLE GRFASE TRAP 5GALE, J~AdvKI=LOH PRE'V~NTER INSTALbkTION J~ IP-.P-.I®ATION NOTE: I I ALL LA.~APE ^~AS A~ TO I TRENCH PP. JklN DETAIL (SHO~q ',,I/bt, ID CTLET) 5(.,ALE~ NONE HO--'-O-'~'~C 0 NNECTION NOTES: GREASE TRAP REQUIREMENTS: MAINTAIN 5~ MAX. 5LOF~ FROM EDEn. OF SANITARY 5¥STEH ~ 20' IN P.~C,H DIREGTIOfl PROPOSED SEPTIC AND KITCHEN RISER DIAGRAM NOT TO SC,ALE I" RPZ - PLAN VIEI4 RPZ INSTALLATION REQUIRElVlFNTS: INSTALLATIONS MUST MEET ALL SUFFOLK COUNTY AND NEW YORK STATE REqUIREMENTE, HEAVY ~ AND LOC, KIND ~ GAST IRON COVER TO C-RAPE I MIN. 4"~ ~ ~5 ~ ~ ~C PIPE OR ~ E~U~, PITCH~ MIN~" PER LIN ~ .~F'ORTEO PER RPZ INSTALLATION FRONT VIEIN NOT TO ~ALE n LHLI~NESTREGORDEDORI~ NATER ~b' HI~-'~TRATION FI INTO A VlRemN ) i STRATA OF SAJ'~ / I ~ ~L TOOL ~ PLAN VlE~ IDUMPSTERS ENCLOSURE 5OALE, N,T,5. TYPICAL SANITARY LEACHING POOL (LP) 5GALE= N.T.5. 24" 24" 20" HIN 20' HIM / / SEPTIC TANK - 1200 GAL, ST 5GALE, ~T TO SCALE 1 PA®E: 2 IT'HIS PAGE HAS NOT BEEN REVU~;w~;D BY THE SUFFOLK CoUlqTY DEPARTMENT OF ilEALTH SERVICES ~TEEL OP-. 140012 POST ('r'r'PJ ATTACH FILTER FABRIC, 5EF-_,IJREL¥ TO UI:STREAH SIPE OF POST ~&" HI,~H POLE (MAX,) STEEL 01~ ~100[~ POST 4 pLOH ~ PLOH 4" X 6" TRENCH 14/C..O MPAC, TE[2 BACK. PILL S/4" MIN. DF~AIN P. ocK INSTALLATION HI'I'HOUT 'I'R. ENC, NIN¢ 51LT F~NCE 3HALL BE PLACED pAP. ALLEL TO 5LOPE CONTOUI~ TO MAXIMIZE PONPlN~ EPPICIENOY. INSpEC. T AN[) P. EpAIR 51LT FENCE AFTER EACH STORH EVENT AND REMOVE 5EPlHENT HHEN NECESSARY. REMOVE~. 5EplHENT E, HALL BE OEPODITED TO AN AREA THAT ;NILL NOT ALLOH OPP-SlTE TRANSPORT. NOT TO ¢C_.,ALE E~UIL[~IN¢ ~IRE ""' I (THO PER BALE.) C,OHPA~,TE~ Il Pill TRENCH / PLAN BALES TO E~E ~t=T IN GTAK~ED (TYpJ, 4" tf~-ENCH. SEE ~EOTION. SEE ~EC, TION. ~ ~ NOT TO SCALE five boraughs of NewYork City and Nassau and Suffolk Counties on Long Island must contact DigNet, 1-800-272.448g or 811, at least 48 haum but no more than 10 wo~ng days (excluding ~veekends and legal holidays) prior to beginning any mechanized digging or excavetlan ~o~k to Ioc~to request~ onltl~e, through ITIC. ffyou do not currenlly usa ITIC~ please call t-8gD-524-7603 /or more information. . PARK~® AREA NO 5URFAOE HAd=R5 HJTHIN 300 PEET OF pROPERTT LINE GONN POINT 14ATER 4, EX.G) LDIN~ AREA: 5,58q D.4ELLIN8 N/O/F CREGORT A. BO'CD ~ f~OAN BOTD DHELLING N/O/F THOMAS UHLINGER ~ KAREN UHLIN~ER DMELLIN~ ~O/F EDMARD p. HU~HE5 'A' INF'OI~'~fflON HIITIIN 11-115 ~ .¢~E AS-BUILT PLAN, 13-115 FARM FIELD DEVELOPMENT RIOH'F5 TO BE TRANOEERREP TO THE TOMN OF 50~THOLD AREA = 554,144.44 m~.. Ft. (12.'f21 ac, J DOLJ[~LF ELEOIRIOAL HETER 'TEST &' HIGH NOOD DTOCKAOE FEN6E ¢ENERAIOR WATER SERVICE DHELLIN5 N/O/F ANTONE E BERKOHSKI /; GERALDINE B, BERKOAOKI DRAINAGE 5¥5TEM (2) I0'¢ x b' LIG. DEPTH LEetc-ND, F.PL.EL.: AO-SUIL¥ 80 40 0 ~P-APHJC SCALE ~0 HOODED N/O/F H. NORMAN McCULLOU®N 24O I" : 80'-0" AREA' = 5,040 SdS.FT. PAP~4 FIELD N/O/F MICHAEL DEHOHAK NO SURFACE NATER5 HJTHIN 300 FEET OF P~PERTT LINE BOILDIN¢ PROPANE TANK5 (TYp 2 PLCO) FOR IRRI¢ATION PI)RPOSE5 ONLY FARMN/o/FFIELD MICHAEL DEHCHAK MARIA DEMCHAK rrm) PA~(If-~ 51¢Nf5) e 5ANffARY HASTE 5YOTEH - DO0 ¢YR~ASE ~ ~l,'~Px6'i2P fO'L.D) , I~.00 PEPTIC TA ~N~, 8'~,xS'DP LEAOHIN¢ POOL ~x'~ LIR. PEPTH LOCATIONHAP: NOT TO 56ALE BTORH LOOATION %. F A TIAL A -BIJILT Ri_AN 20 I0 0 20 40 gO CRAPHI6 50ALE LT SITE PLAN: '~Tj~UAT~ AT, TGHOCCJE '¢~HN OF 50UTHOLD ~UFFOLK COUN~ NEH YORK _ ~TM ~., IOOO-¢~-~ 2.1 ~,~ ZONIN¢ DIOTRIOT: A-O (ASRIOUL~L ~NOERVATIO~ DUILDIN~ No.I ~E, DRT 5TO~ (HI~ TAOTIN~ ;TE~MA FLOOD ZONE, DATA, IREA OF Gl'rE, ,~C~RIC,. BLDG B EXIOTIN¢, 5~.4-,144 5.F. 5,56q 5,040 5.F. 0.01185 (I.1~,) AREA, I5,T4-N'~ 5.F. (2.65'~) I00 I" = 20' 0" 51TE PLAN BASED ON ORlelNAL 5I)RVET ElY, NATHAN TAFT 60RHIN III P,O, ~× I~ ..IAMEBPORT, NY IIq4'/ TEL, 6DI-72~-20qO DATE~ IO-I-Iqqq FINAL SURVEY DATED~ SC&E: 1"=20'-0" APPLIOANT/OHNER: ~,~J6 HORTON BUILDIN~ 22DDD COX LANE, UNIT No., C, UTOHO~:~JE, NY IIqDD bDI- -iD4- 40&O 5(.,,D1"15 APM,~:>'v'AL AREA, LL r",O PAGE: ~or~, PLU~1BING GENEI~AL NOTE5 ' ' ' 7~0" / ~ [ , 8, 0,, 21' 9" 20' 0" 48' 4" I PEOP05~ OFFICE *1 ~ ' ' '~ ~'0~ pROPOO~ ~AR ; i. SEE ~AI~ ~R TYPICAL WAN~ICAPPE~ , 4. COS~CTO~ TO P~OPO~ED TA~TING ~OH PROPOSED OFFICE ~'1 ~ ~ FIXTURE ~CHED~LE FIXTURE P-TRAP CHART AMEriCAN 6TAND~RD O3~,O15 L~C~ ~A~ HUNG IN6W~TION m [4' O" FIXTURE ~ ~EE 61TE P~N FOR ~ ADDITIO~ INFORHATION ~ I I 11 I :~,o,,,,~'s,,O 1L ~ [ 8' O" 21' 9" 20' 0" 48' 4" 6' 5" ~ ~, , ', , ~ · ~ ' pEopo6~ OFFICE el o b EXISTING ~TORAGE AREA : ~ : - 68' 8" -~ PLUMBING NOTE6: Ii ~ 16' 0" ~ ~ ~ ~ ~ ~. A~ ~TIN& TO ~HI~TE A~O~E ROOF. ~ TER~INATION'~ 6HALL NOT ~E ~rTHgN Io ~ AN~ ~E6H / V~TI~TION AIR INTA~ U~ IT [~ AT LEAST ~ ~ A~OVE THE TOP O~ SUCH P~OPO~ED TASTING ~OOH P~OPO~ED OFFICE '1 ~ I ~ FIXtUrE ~CHED~LE F~XTURE P-TRAP CHART I ~R 4" C~5 ~ND F~ CONCEAL~ A~H5 MOUNTING,I1 FIX~RE ~OUGH-IN ~CHEDULE I m [4~ 0" ~IXT~K~ j ~ ADDITIO~ INFO~HATION FIXTURE 6CHEDULE DES DE~Cf~IPTION FIXTURE ~OUGH-IN 6CHEDULE EXIT I EMOTENE6 CHEDLILE EMJILDIN AFRE,4 ,&N,,4,L'r'616 , 6,, 2 NOUf LU ,LL CLAE~IFICATION REFLECTIVE RED PANTONE A-2 *~4' *2' *.4' ~TAVERNIISAR: AI~EA TOTAL 20~'1 ~,.o, FT. A-2 ~ 2" ; TAE~TIN~ J~hl. ARE~ ~1"J9 eGI, FT, A-2 ~ I I % 2x4 FIRE,TOPPED, 'T~p. OFFICE el 32'/ ~, FT. 15 REQUIRED 4 . REFLECTIVE WHITE ~A~ D~IPTION ~TO~AOE A~EA TOT~ ~15~ e~, ~. ~-2 TRUSS IDENTIFICATION SIGN ~TP~ ~ALLBOA~D, ~AT~ ~I~TANT ~A~K~ O ~ PAT~ OF T~AV~ STO~A~ A~ 2~ ~, ~r, ~-~ i ~ (COMPLIANCE WITH 19 NYCRR PART 1264) MOUNT AT EXT~I02 BUILDING ENTRANCE DOORS. ~NT~ O~ ~U~E ~, ~ ~OE O~ p~ ~AY~ ~eT~C~ O~lC~ ,~ ~o e~. ~. I~cl~T~ TO e-~ ~.~ ~ NOT LESS THAN 42 INCHES OR M0~E THAN 60 INCHES EAc~ ~Y~ ~c~ ~ FI~E ~TINGUISHE~ **~UILDIN~ TOTAL ~220 ~. ~, ~[X~ I ~e ABOVE ADJOINING WALKING SURFACE ~1kl/4. DI~ITHH~D~, ~ C~TAND edCO~T~c~ENTNAILScOA~I ]/B"NAiL6,LON~,2 'O~1B5/~,. LONGDIA .* ~X ALLO~ 15 ~OO~ P~ TABLE 505, NO FiRE ~ST: ~ ~P $60, ~REA ~ODIFICATION T~EN ~ORST CASE = I~' ~OR6T CA~E · INCLUDINe ACCESSIBLE ~OUTE ~ ~ o .... ~ ~ (200' ALLOWS) AREA DIAGONAL I/2 DIAGONA1 DOOR 6EPARATION A-2 *~4' ~,2' ~4' OCC. U, PANC¥ OCC:LIPANC¥ AREA ~, O:F TOTAL CLAS.51FICATION ~TAV~RNIBAR AREA TOTAL 202'1 E~Q. FT. TA6TIN~ RM. AREA ~1~a9 &o, FT, MEOW ~ ~ ~. ~. INCID~TAL TO ~-~ O~ICE el 260 6Q, ~. INCID~T~ TO 6-2 a,l& 3 **~UILDIN~ TOTAL ~220 ~Q. LEGEND DESCRIPTION PATH OF TR:AvEL T~AvEL I:;,IETANCE ILLUMINATI~:~ EXIT 6,~N MEC-W t~M. ~ I ' ' ~ ' P~OPO~ED / ~ ~ECTION ~,,~. ~ ~. -~:~ ......... , / ~EM~T AT ~ INCH~ (~ ~) ~OVE THE ~hoo~ DOOR PE~L~ ~e~O~ LAT~ PAEAI I PI TO ~OE AR~ P~II I~ IN ANY L~T~N, . J ~- 40~ - ~LKING I I I 40~.2 FLOR OR ~ROU~ 6URFACE, ,, · :' ~ ~ ~ _ No'r~, PLUMfBIN~ ~ENE~,4L NOTE8 I' PLUMBER CERTIRCA T/ON ~ ONL~mCONTENT~EFOR~ ~ I 3'01' ~L[ IER USED IN WATER ! /..- -'- ..,,, ~ b,~. / EX(EED2/IOOF 1%LEAD. ~ ~ 20'0" 48' 4" 0~',L PANO'( OR ~,~,, ~ ', ; ~'0" ~'~" ~ , m ,~ , ~ " 0F()('m ' ,. .,,"~' ", / ~" : e NOTIFY = PLUMBINO NOTE6: ALL CONSTRUCTION SHALL ME ET THF ]~0" ~ DESIGN OR CONSTRUe hun ERPr ~ ~ " 5. A~ V~TIN~ TO T~I~TE ~OME ~OOF, ~ ~R~INATION'~ ~NALL NOT ~E ~ITHIN 10 FE~ ~RIZONT~ r o~URSUANT T0 CHAPTER 236 PROPO~ ROOM P~OPO~ED OFFICE ,t ~ BEFOi ~ FIXTURE, SCHEDULE FIXTURE P-TRAP CHART ' FIRE ~PECTI0~ ~ NE N YORK S' A 'E & TOVVN CODES A~IGAN &TAND~ 03~,¢1~ LUC~NS ~0~ 4mI C~e ~ ~f~ CONCEAL~ ,, ~,, .u.,= ~..,...~ ~' PROPOSED PLAN - ', ~ FIXTURE ROU~H-IN 6CHEDULE EXIT REt"lOTENE55 5C;NEDULE E~UILDIN~ ,AREA ANAL¥515 · N N N N i OC.C[.IPANC¥ 2LA~a,I[:=ICATION REFLECTIVE RED PANTONE A-, .4' ~,2' ,4' *TAYEI;~N/.AR AREA l'OTAL ¢0,1 e,,'~. F'r. A-, (PMS # 187),~ ~~-~__-] r.-~'"~/ ' ,12" BE2 HOWR UJALL A$$FI'IBLI~ (INTERIOR pARTITION6 EHALLiBuiLT IN ACCORDANOE UJITH THE FOLLOLUIN., T~JO LAYERE E/~" I'TPE X PLAIN OR r/ >lO~, FIRE 6Et=~ OR VENEER I'=',AEE APPLIED PARALLF./. [~JITH OR AT APP BEIGHL 12 ~ARK DEeC~I~ION ,STORAGE A~ TOTAL ~la~ ea, ~. e-: TRUSS IDENTIFICATION SIGN ~lR~ TEST, F~ ~P 360, O ~ PAT~ O~ T~V~ ~to~Ao~ A~ 2~ ~. ~. ~-2 * (COMPLIANCE WITH 19 NYCRR PART 1264) MOUNT AT EXTERIOR BUILDING ENTRANCE DOORS, D.x ~Av~ DI~TANC~ O~IC~ '1 2~0 $O. FT. INCID~T~ 70 ~-2 e.l~ ~ NOT LESS THAN 42 INCHES 0R MORE THAN 60 INCHES ~ ~'RE ~,.~UIeHER .BUILDING TOTAL 5220 CO. ~. ~IX= ~ A~OVE ADJOINING WALKING SURFACE 2 HO~ ~ALL AE$E~BLY A~ MODIFICATION ~ PROPOSED T4~TINO ROC~ ~ ~OPO~ED OFFICE' -- UeE · A2 - = EXIT PLAN AND FI~E eEPA~ATION PLAN AREA DIAGONAL I/2 [DIAGONAL DO0~ ~%EPARATION A-2 &4' ~,2' OCCUPANC"r' OC.C. HPANCT AREA % OF TOTAL DLA~IFICATION CLASSIFICATION OFFICE ~ 45~ ~Q. ~ ~E~WIR~ ~ECH RH ~4 ~, ~. ~ INCID~TAL TO ~2 '~TOR~GE A~ TOTAL 31~3 ~Q. ~. 6-2 OFFICE el 2~O 60. FT. INCID~T~ TO 0-2 e.l~ ~ LEGEND MARK DE;'CRI'PTION D,X T~AvF-L DI6TANCE 404,2 MANUA1 DOO~,5, p'a'~PENDICULA~ TO ~OR 30~,2,~ ~IDTH, I II ~ I i 2. 5LIDIN~ OR ~IN~ DOOR, ~.O ~O~6 f22.2 ~ Il = : " ~ - ~AL~IN~ ~RFACE6 ~,~,e, m~ PO~m ~OMATIC ~6 6H~ COMPLY ~H AN61~HMA A'I~,IO, ' ........ --x' ............. ~ ~ d I · '- ._ ................... ,._____.., ..... ,,__,. ,, ' .. - ~E WIDTH OF AN A~VE &H~ ~E ~ IN~ (i~2~ MM) HLNIMUM WH~E ~E D~TH FiG 405,B - CL~ ~IDTH ~ AN A~eI~LE ~TE (~OM ICC~AN61 Al19,1 2005) NOTE~ [UlTH THE f~E~WII~EI~ENT,~ OF P~O4 ~F THE t5CN¥ MINIMUM DALLY ~TATIC PRESE4JRE (ADJUSTED FOR HEIGHT) MAXIMUM DEVFJ-oPED LENGTH FOR [/JATIEf~ PIPING B-2 PLUMISINO GENERAL NOTES ROOF JAN ~IN~ PROPOSED PLIJME~ING RI,~Ef~ NOT TO 6CALE TO AN APPROYE~ ~ESTROOM ~ 6' 5" 7' O" ' 21' 9" PROPO.~ED OFFICE 20' 0" OFFICE *1 (EXISTING) 48' 4" EXI6TING 6TORAGE AREA 68' 8" PROPO6EID E~AR 16' 0" pROPO6ED TA6TING ROOM MECW RM. ~ PROPO6ED OFFICE 14' O" FIXTURE 5C::t4EDULE PLUMBING NOTE~,: FIXTURE P-TRAP CHA~T LA~. T~AP~ · I I/2" Ail ~TlllTT 5iNKS · ~" FIXTURE ROUgH-IN .~C:::HEIDULE NOTE~: P~OF~O6ED PLUhlE~ING PLAN ,I ~ING lOF3 EXIT REhlOTENE55 6CHEDULE A-2 ~4~ 32' 34' pATH OF T~AyEL TRAYEL DISTANCE FI~E ~TIN~IE~ tEUILDING Af~EA ANAL¥615 OCCUPANCY OCC, UpANC"r' AREA ~ O~= TOTAL C;LA~,5,1FICATION =LA~,%IFICATION .TAVERN/E~AR Af~E~ TOT&L 2o21 Sta, FT, A-2 TA~TING RM. AHEA II~J"l $,3. FT. A-2 )10~, FIRE OFFICE *~ 32'1 $~, FT. I~ REQUIRED 4 )10~, FIRE ~,EP OFFICE ~ 43~J SQ. Fi'. B RE,~UiR~ HEOW RH ~,4 ~Q. FT, INCIDENTAL TO A-2 *~TORAGE AREA TOTAL 3193 E~Q. FT. 6-2 OFFICE ei 2~O 8Q, FT. INCIDENTAL TO 8-2 8.1~:, oq.,UILDING TOTAL 5220 ~, FT. HIXED ,'REQUIRE5 2 HOUR E~EP PER TAttLE 508.3.3 ~,ET~EEN A-2 AND I~, REQUIPJE$ 2 HOUR ~EP PE~ TA~,LE 50~,3.3 IDETIJJEEN ~,-2 AND B MAX ALLO[!JED 18 &ooo PER TAE, LE 503, NO AREA .OO,F,CAT,O. TAKEN REFLECTIVE RED PANTONE iS?) REFLECTIVE WHITE 1/2" STROKE 1/4" TRUSS IDENTIFICATION SIGN (COMPLIANCE WITH 19 NYCRR PART 1264) MOUNT AT EXTER[0R DUILDING ENTRANCE DOORS. NOT LESS THAN 4-2 INCHES OR MORE THAN 60 INCHES ABOVE ADJOINING WALKING SURFACE 2 HOUR LUALL AE.~EMtEL¥ FIRFJETOPPED, 1T'p. DESIGN No. U3OI 2 HOUR mALL A~6EMI~,LIE$ (INTERIOR PARTITIONS 8H&,~- lEE ~UILT IN ACCORDANCE WITH THE FOXING= T~ haY~e ~/~" ~PE X PLAIN O~ P~ECO~AT~ RIGHT ANGLE8 TO EACH 2X4 WOOD 8TL. ID8 I~~' O.C. JOINT8 OF ~QUARE EDGE, E, EVEL EDGE O~ PREDECOf~ATED ~ALLEEOARD MAT IE, E LEFT EXPOSED..~TAGGEI~ JOINT8 24" E~CW ~T~ ~CH 61D~ NAIL ~ITH &d C~T COAT~ 1/4" DIA H~D6, AND ~d C~ENT COAT~ NAIL6, 2 51~" LON~ .113" CIA ~HAN~ ~/32" CIA FIRE TE8T, FM WP 3~'O, G'2"~'14; I EXIT 41 WORST CA~ · D .24 REa, TROOH [ 7' 0" .RE~51'~OOH I D · I1' 21' 48' 4" EXI6TING ,~TORAGE At~EA PROPOSED B~R 68' ii" ~ 16' 0" EXIT I ~ /TO BE INSTALLED ~HOK. E TIGHT TO -- - [ ROOF DECK, A~OVE (200'WORE~T CA6H ·) ~.-- ~ O~- ALLOUJED. -- '--------------O · ~,1' I F:'R[OPO,%ED TA,~,TIN~ f OFFICE EXIT · OR&T CASE (200' ALLO~ED) EXIT PLAN AND FIRE 5EPAf~ATION PLAN 2OF3 ' ' ' ' b , ~ '~' - -- ~. ~ ........ ~ ~ ~ -- ' " ..... ~ ~ ~f~' ~.~ ~[~*~ ~ ~*~*~ ~m~ ~ TASTING m~ NOT~ U ~O4 - WHEELCHAIR TURNING ~PACE TOE C~ANCE 6HAL ~E ~ mN~ ~ ~) ~E MINIMUM. ECTION ~C~PTION, 3Ob,I aE~ CHAPT~ 4, - ACC~I~LE ROUTE6 m ~ mm 404,~ AUTOMATIC DOOR6, - ~ ' ~ 9 m~M~T ~GTH MINIMUM eE~M~T m ........ m , - m ~ - r ~,. ~.~ _ ~ ~,+,, ~. ~ ~.~. . dEB VI IXl EYAP-,.DS, ,,~ CUTCMOGUE ~~ so~ OFFICE ~ ~ EXISTING ~ II~LL /. ~ 9 325 5~.~. ~ ~ uccupan~ i I 5 E~VICE A~EA I X~ 2 HOUR WALL NON-PUBLIC QCCUFAN~ DATED AUGUST 2012 ~ ~ ~ L .... Z ~ / Occupancy= ~X~aT~N~ L '~ ~A[VATE TASTING ~0< }M ~ u I o I ~ / b BENEATH / DO0~ TO MATCH X~EY ~ I~ ~ ~~ 5U ~,OU N D' STAIN TO MATCH ' N65 ~ ~ ~' ' ~ COU~E~TOP EDGE -, OPEN 5NELVING; D" ~DIUD TA6TING KOOM FLOOA PLAN ~ ~ < ~ WALL VIEW "D" ~ ~r~ ?AGE: I TASTING WALL ELEVATION z u SCALE: 2h' = iLO,, ~ ill o 0 ° 3