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34137-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPA~RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34021 Date: 10/19/09 THIS CERTIFIES that the building WINERY Location of Property: 39750 CR 48 SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 59 Block 10 Lot 1 subdivision Filed Map No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 18, 2008 pursuant to which Building Permit No. 34137-Z dated SEPTEMBER 3, 2008 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 WINERY AS APPLIED FOR PER ZBA #5520 DATED 6/3/04. The certificate is issued to THRESHOLD BLUE LLC ( OWNER ) of the aforesaid building. S~3FFOLK COUNTY DEPART~T OF ~ALq"~ APPRO~%L C10-07-0008 10/16/09 ~LE~-i~IC~%L CERTIFICATH NO. 4027511 09/28/09 ~LI~B~ Cq~RTIFIC3%TION DA'r~43 10/08/09 PECONIC pL%IMBING & HEAT /~/~t~r/~gnature Rev. 1/81 Iraqi BUILDII~[~PA1RTMENT ..A '~ ~' /~ .~'-~ TOWN OF SO~THOLD J ~s application m~t be fill~ in by t~ewfiter or ~ ~d submitted to ~e B~l~g D~ment wi~ ~e followMg: For new buading or new use: 1. Fi~ ~eY of property with a~mte l~ation of MI buil~, pmpeRy IMes, s~, ~d unus~l ~t~l or to~g~phic f~es. 2. Fill ~proval ~m Heal~ Dept. of Water supply ~d sewemge~sposM (S-9 fo~). · 3.~provM ofel~t~l installation from Bo~d ofFi~ Unde~fiters. 4. Sworn statement from plumber ceRi~g ~t ~e solder ~ed ~ system conmMs less ~ ~10 of 1% l~d. 5. Co~e~iM building, ind~MM b~ldMg, mutt~le ~idences ~d s~l~ buil~ngs ~d installation, a eeaificate Of Code Compli~ee ~om ~chit<t or engM~r responsible for ~e b~l~g. 6. Submit Pl~ing Board ApprovM of completed site pl~ r~ukemems. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: i. Aocurate survey o f propertY showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the masons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy ofCertificateofOccupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: '/ Old or Pre-existing Building: ~qqs'6 ~ ~ qg) House No. Street OwnerorOwner~ofProperty:. ~"~OOa(,l.~ ~. ~O& ~ Suffolk County Tax Map No 1000, Section ~ Block Date. (check one) Hamlet I 0 ULot '~gubdivision Filed Map. Lot: Itealth Dept. Approval: Planning Board Approval: .Request for: Temporary Certificate Fee Submitted: $ Underwriters Approval: Final Certificate: V'/ (check one) Applicant Signature ,o ...-Island THE · · -' .' Elevator Co. 4B Springville Road Hampton Bays, NY 11946 1-866-541-7700 631 723-1500 Fax 631 723-1035 sales@allislandelevato r. com www.allislandeleva to r. com October 2, 2009 John Bertani Builder Inc. 1380 Oakwood Drive Southo!d, NY 11971 Attn.. John Bertani Re: Sparkling Pointe Winery 29750 CR 48 Southold, NY Dear Mr. Bertani: This is to certify that the Limited Use/Limited Accessibility (LULA) four stop elevator manufactured by The National Wheel~O-Vator division of ThyssenKrupp Access Mfg. LLC installed at the above location was designed, manufactured, tested and erected in accordance with ASME/ANSI A17.1 "Safety Codes for Elevators and Escalators" Section 5.2; ICC/ANSI A117.1 and NFPA70 National Electric Code. This installation of this elevator was complete and it is available for public use. The purpose of this elevator is to allow handicapped individuals to access all floors and it is compliant with the Americans with Disabilities Act (ADA) requirements. Sincerely, ~VATOR Wally Teich President CO., INC. THOMAS LAGUARDIA, P.E. CHIEF DEPU'~' COMMIESIONER COUNTY OF SUFFOLK STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS GILBERT ANDERSON, P.E. LOUIS CALDERONE September 25, 2009 John Bertoni Builder, Inc. 1380 Oakwood Drive Southold, NY 11971 RE: Permit//48-236, CR 48, North Rd. (Sparkling Poiute) County Treasurer has been authorized to refund your security in the amount of $6,000.00. To Whom It May Concern: This is to advise you that work under the above-referenced permit has been inspected and found to be completed in a satisfactory manner to this Department. WH:JH:In cc: Town of Southold Very truly yours, William Hilgtfian, P.E. /4~lu~n Hipperling ~ff,~///H~hway Planning & Permits 335 YAPHANK AVENUE Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: (please print) Building Permit No. Owner: (ple~,?e pti j: t~ lead. ,~fi'(Pfu~bers Si~ Sworn to before me this day of Oe_~'- , 20 I certify that the solder used in the water supply system contains less than 2/10 of 1% BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by G & S ELECTRICAL CONTR. P.O. BOX 215 SOUTHOLD, NY 11971, SPARKLING POINTE. LLC. 39750 COUNTY RD 48 SOUTHOLD, NY 11971 Located at 39750 COUNTY RD 48 SOUTHOLD, NY 11971 Application Number: Certificate Number: 4027511 4027511 Section: Block: Lot: Building Permit:. BDC: ns11 Described as a Commercial occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 28th Day of September, 2009. Name OTY Rathe Alarm and emergency equipment Combo Exit/Emergency 9 0 Emergency Light 2 0 Exit Light 2 0 Appliances and Accessories Air Conditioner 3 0 Dish Washer 1 0 Elevator I 0 Exhaust Fan 2 0 Time Clock Switch 4 0 Panels Rating Circuits Tv~e Above15000 BTU 1.2 KW I 100 26 I 100 28 I 100 34 F.H.P Wiring And Devices Fixture 11 0 Low Voltage Fixture 19 0 Fiuorescent Fixture 116 0 Incande~t/t Continued on Next Page I of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by G & S ELECTRICAL CONTR. SPARKLING POINTE. LLC. P.O. BOX 215 39750 COUNTY RD 48 SOUTHOLD, NY 11971, SOUTHOLD, NY 11971 Located at 39750 COUNTY RD 48 SOUTHOLD, NY 11971 Application Number: 4027511 Certificate Number: 4027511 Section: Block: Lot: Building Permit: . BDC: ns11 Described as a Commercial occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 28th Day of September, 2009. Name QTY Rate Ratin~ Circuits Twe Lighting Track 102 0 ft Paddle Fan 7 0 Receptacle 10 0 GFCI Receptacle 11 0 30a Special I twist lock Receptacle 83 0 Gen. Purpose Switch 82 0 Gen, Purpose seal 2 or 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. ./EALS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard P. Goehringer Lydia A. Tortora Vincent Orlando James Dinizio, Jr. Southold Town Hall 53095 Main Road RO. Box 1179 Southold, NY 11971-0959 Tel. (631) 765-1809 Fax (631) 765-9064 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JUNE 3, 2004 ZBA #5520 - SPARKLING POINTE, LLC by THOMAS ROSICKI Property Location: 39750 C.R. 48, Southold; CTM 59-10-1 Zone District: Agricultural-Conservation A/C 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 an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 12-acre lot has 564.88 feet along the south side of County Road 48, a/k/a North Road, in Southold. The property is improved with agricultural buildings as shown on the December 19, 2002 survey prepared by Stanley J. Isaksen, Jr. BASIS OF APPLICATION: Building Department's March 17, 2004, Notice of Disapproval, citing Code Section 100-31A.4 in its denial of a building permit application regarding applicant's plan to convert the existing building use from agricultural-nursery to agricultural-winery for the reason that the existing building is less than 100 feet from the front lot line along County Road 48. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on May 20, 2004, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the proper'by, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicant requests the continued agricultural use of ' an existing building located 67 feet and 80.8 feet at its closest points to the front line along C.R. 48. The building was built in 1999 and has been used as a nursery office and storage areas related to the agricultural (nursery) use of the land. The applicant is proposing a winery within the building which is a permitted agricultural use in this A/C Zone. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant is not proposing to increase the structure in any way. The appearance of the current plantings that parallel County Road 48 create a visual effect of a much larger setback than the. 67 feet that exists. These plantings and the Page 2 - June 3, 2004 Appl. No. 5520 - Sparking Pointe LLC/Rosicki CTM 59-10-11 at Southold existing building will remain, in place. The plantings will be continuously maintained as a landscape buffer. 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 applicant is using the existing structure on this agricultural site, and the structure has been used as an office and storage for the nursery's activities. 3. The variance granted herein is substantial, however, the building will remain in place. The reduction of the current code requirement is 33 feet, for a 67 ft. setback instead of a 100 ft. setback from the front property line. 4. The difficulty was self-created when the applicant acquired the building in a nonconforming location. 5. No evidence has been submitted to suggest that a variance in this community of single-family residences will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of this relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a different agricultural use (winery), 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 Orlando, seconded by Member Dinizio, and duly carded, to GRANT the variance as applied for, as shown on the December 19, 2002 survey prepared by Stanley J. Isaksen, Jr., L.S., with the CONDITION that the existing trees and shrubs, be maintained at a minimum average height of 4' as a landscape buffer, as exists, between the building and CR 48. 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. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Goehdnger, Tortora, and Dinizio. This Resolution was duly adopted (5-0). Ruth D. Oliva, Chairwoman 6/8/04 Approved for Filing FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34137 Z Date SEPTEMBER 3, 2008 Permission is hereby granted to: ROSICKI 39750 CR 48 SOUTHOLD,NY 11971 for : CONSTRUCTION OF A WINERY AS APPLIED FOR PER ZBA, PLANNING, AND SCHD AS APPLIED FOR at premises located at 39750 CR 48 County Tax Map No. 473889 Section 059 pursuant to application dated JULY SOUTHOLD Block 0010 Lot No. 001 18, 2008 and approved by the Building Inspector to expire on MARCH /~--~10~- - ~ Fee S 6,198.00 ~~t _~. Autt rize~ure ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI ON [ ] FOUNDATION 1ST [~]~OUGH PLBG.~J/-.-~/~ [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]INSULATION [ ] FINAL ] FIRE SAFE'I~ INACTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~_~_~ //~c~ 6-.~0~.4~.~- DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 []FRAMING/STRAPPING []FIREPLACE&CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ REMARKS: /~~ ~-~" INSPECT ION [ ] FOUNDATION 1ST [,~OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND ~'/~MI N~G STRAPPING [ ] ROUGH PLBG. ~INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT~STRTO~ ~,F~E~RESISTANTPENETRATION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~,,~ROUG H PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSI~I'It~I [ ] FIRE RESISTANT PENETRATION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO~.LI.G~ PLBG. [ ] FOUNDATION 2ND [~"INSULATION [ ] FRAMING / STRAPPING [ ] FINAL ~ [ ] FIREPLACE & CHIMNEY [ ]~8~FE~ INSPECTION [ ] RRE RESISTANT 00~ISTR~ [ ~"]~RRE RESISTANT PENEI'RATION R..A"KS: '~- ~~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]R~ PLBG. [ ] FOUNDATION 2ND [~] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] RRE RESISTANT CONSTRUCTION [ _] FIRE RESISTANT PENETRATION REMA~ ~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ] ROUGH PLBG. [ ]~II~ATION FINAL [ ] FIREPLACE & CHIMNEY []FIRE SAFETY INSPECTION [ ] FIRE RESISTANT/~/~UC'~, ! ]FIRE RESISTANT PENETRATION REMARKS: (~~~ ~ DATE Date: December 16, 2008 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 To: Tovm of Southold Building Dept. First and Second Foundation Inspections Rosicki Sparkling Pt. Winery 39750 C.R. 48 Southold, NY Pemfit# 34137z To Whom It May Concern: Tiffs letter certifies that first mid second foundation inspections were preformed on the above mentioned project and all foundation work was done as per Plan and meets all State and Local Codes. Any questions please feel free to call. ~~erely jame~rkoski TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [~)~IRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR~ Date: March 3, 2009 To: Town of Soufl~oM JAMES J. DEERKOSKI, P.E. 260 Deer Drive Matfimck, N.Y. 11952 (631) 298-7116 )O. DEPT. Re: Strapping Inspcction St)arMing Pt. Wincry 39750 Cr 48 Soutbold, NY Permit#34137 BLDG. DEPT. TOWN OF SOUTHOLD To Whom It May Concen~: Tiffs letter ccrtifies fl~at all wind strapping on fl~c above menfioncd project is in tact, and meets all state and local building codes. Any questions please fcel kee to call. crkoski \ P.E. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802~ FAX: (631) 765-9502 www. north fork. net/Southold/ PERMIT NO. Approved ,20.__ Expiration ,20__ BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the fo!low~, before applying? ,¢oard of Health "-1 sets of Building Plans Planning B~.~d approval Survey / Check ~ . ,a ~/Septic Form ~,~lr~ N.Y.S.D.E.C.,~ ~' Trustees Contact: ~ Mail to: Phone: Buildin~as'~e~_ r .- ~PPLICATION FOR BUILDING PERMIT 3gL \ ~) ~ IN DateLJcJ/~ [7, ~,?~ ,20 . ~ , ~. . STRUCTIONS a. t~nlS ap~a~.~T be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets ofplans~ plot Plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months fi'om such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance ora Building Permit pursuant to the Building Zone Ordinance of the Town of Sonthold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code,,~d regulations, and to admit authorized inspectors on premises and in building for necessary inspections. /~ [f . /, t.~ (Si~athre of aplJlicant or name, if a corporation) (Mailing a~dress'of applicant)' ' State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner ofpremises ~ ~./~' ~ ~0/~1:3~ 1~2,O6/~) (As on tt'/e tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of lafid on which proposed work will be done: House Number Street Hamlet Coun~ T~Mgp ~ 10.00 ,Sectioa , , S~13di~isiOn ': '- ~ame) Block , /0 , , Lot / Filed' Map NO. Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: b. Intended use and occupancy Nature of work (check which applicable):~ New Building Addition Repair Removal DemoIition Other Work Estimated Cost ,,~/, ?.~ mi'/ If dwelling, number of dwelling units If garage, number of cars ~- Fee Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor --- 6. If business, commercial or mixed occupancy, specify nature, and extent of each type of use. 7, Dimensions of existing structures, if any: Front ~,/>' Rear Height ,2.'~-~/' %0' Depth Number of Stories / Dimensions of same structure with alterations or additions: Front /Oo' Depth /.2.~' Height '2 ~ t__/~ ,, .Number of Stories Dimensions of entire new construction: Front Height Number of Stories Rear/,,~ ' / 9. Size of lot: Front 10. Date of Purchase 2~}-2~4-/% 11. Zone or use district in which premises are situated Rear Rear Depth D epth Name of Former Owner 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ~( NO 13. Will lot be re-graded? YES NO ?<~ Will excess fill be removed from premises? YES NOjM~ 14. Names of Owner ofpremises~Address Phcm~ ., me o[~rcmtect ~/~ ~.~vTeeq~,~ Address~c~e~.~Phone No rqame ot contractor'T/~ O Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO)<~ * IF YES, SOUTHOLD TOWN TRUSTEES & D,E,C, PERMITS MAY BE REQUIRED.' b. Is this property within 300 feet ora tidal.wetland? * YES NO .Z * 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 o.n property is at 10 feet or below, must provide topographical data on survey, 3TATE OF NEW YORK) ~'i.~ ~7~6~J/TVOF) 'being duly Sworn; deposes and says that'(s)he is the applicant (Name~ individual signing contract) above na~ed. S)~He is the (CohO'actor, Agent, Corporate Officer, etc.) f said owner or owners, and zs (~uly ,uthmtzed to perform or ha~e pe~mnned the smd work mad to make and file this application; mt all statements contained in this application are mae to the best of his knowledge and belief; and that the work will be erformed in the manner set forth in the application filed therewith. worn to before me this,, /,~5~ dayof ,~"~[4~- 200(~' Notary Publ!c FATRicIA RICHARD N°.~¢.rV ~t~blic, State of 'N)eSw York No, Ol RI6042467 :.n Suffolk County Expires May 30,-2_9~_" $000 DATE pAID ~ ........ ~ DATE PAID MAINT SEC ] ....... l SECURITY ~ ~:~0~ iDATE PAID PERMIT FEE i- - $~]00 .... i DATE PAID IMPACT FEE: [~'~-_~;00~--'~ DATE PaID PERMITTEE ~parkliag Poia~ Wiaer~ =_ ~ ADDRESS ~g0 County Rd. 48 LETFER OF CREDIT RETURN SECURITY TO THE FOLLOWING (IF DIFFERENT) PHONE # (~31) 765-0200 ] pURSUANT TO THE PROVISIONS OF SECTION 136, ART. 6, OF THE NEW YORK STATE H IGllVCAY LAW, PERMISSION IS HEREBY GRANTED TO THE PERMITTEE TO: install (3) 24"x24" (Sparkling Pointe Winery) signs with a grape cluster and directional sign. Applicant will be required to maintain said installation and remove same from the County right-of-way upon request from this Dept. Restore the County right-of-way. All work shall be performed in accordance with this Dept.'s most recent general, traffic and materia~ specifications and as directed by the County engineer. On the north and sooth sides of CR 48, Middle Rd., east and west of Ackerly Pond Place in the hamlet of Cutchogue, town of Southold. IN THE .AMLET' VILLAGE OF: __1 IN THE TOWN dE: I AS SET FORTII AND REPRESENTED ON TIlE ATTACItED PLANS, TYPICAL SECTIONS AND PURSUANT TO THIS DEPARTMENT'S GENERAL SPECIFICATIONS The zoning and subsequent use of this property is under the authority of the town in which this development is located, Thereby, the issuance of this "Highway Work Permit" should not be construed as an approval by this Departmenl for this development and/or associated landuse. ~ ~ REVIEWEDBY GILBERT, A~DERSON, P.E- DATE S1GNED: -J PERMITS ENGINEER: (Initial) COMM~S~Q~OFPUBLICWORKS WORK AUTHOR~ED BY THIS PERMIT HAS BEEN COMPLETED, REF~D OF DEPOSIT/BOND IS REQUESTED. DATE: SIGNATURE OF PERMI~EE/AGENT ALL WORK AUTHORIZED BY THIS PERMIT IS: COMPLETED, REFUND DEPOSIT/BOND DATE: PERMITS INSPECTOR: For more information contact: CBS Coverage Group Inc at 516-938-9000. THOMAS LAGUARDIA, P.E. COUNTY OF SUFFOLK STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS GILBERT ANDERSON, P.E. COMMISSIONER LOUIS CALDERONE DEPUTY COMMISSIONER September 25, 2009 John Bertoni Builder, Inc. 1380 Oakwood Drive Southold, NY 11971 RE: Permit #48-236, CR 48, North Rd. (Sparkling Pointe) County Treasurer has been authorized to refund your security in the amount of $6,000.00. To Whom It May Concern: This is to advise you that work under the above-referenced permit has been inspected and found to be completed in a satisfactory manner to this Department. WH:JH:In cc: Town of SoutholdJ BLDG. DEP[ TOWN OF sOUrHOLD 335 YAPHANK AVENUE Very truly yours, Will am Hillrfian, P.E. Clfi~f En/gifieer · /4Ju~inH'pp ' g ~ erhn H~ghway Planning &Permtts // BLDG. DEPT. TOWN OF SOUTHOLO (831) 852-4010 FAX (631 ) 852-4150 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 1 ! 971 USPS Mailing Address: 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF $OUTIIOLD Tel. (631) 765-1809 Fax (631) 765-9064 February 7, 2007 By Regular Mail and Fax Transmission 734-6407 Ms. Nancy Steelman, R.A. Samuels & Steelman 25235 Main Road Cutchogue, NY 11935 Re: Sparkling Pointe Winery ZBA Condition #5520 Dear Ms. Steelman: On January 28, 2008, we received your letter indicating the stares of your site plan application with the Planning Board and the proposed redesign using some of the existing plants and providing additional plantings to increase the length and width of the buffer. Since the landscape buffer has not been reduced in length or width and will continue to maintain and meet the minimum requirements of the existing buffer that has been in place, there will be no need to obtain further approval from the Board of Appeals, and you may proceed to obtain final approval from the Planning Board. Thank you. Ruth i). Oliva Vice Chairwoman SUFFOLK COUNTY DEPARTMENT OF PUBLIC WORKS HIGHWAY WORK PERMIT REVIEW FEE MAINT SEC SECURITY PERMIT FEE BOND # PERMIT# i-_ ~8~3~6__~ ] TYPE [.[~_~..i CR# DATE ISSUED LT/i_~/_-~? ] TAX MAP #: PROJECT NAME I RETURN SECURITY TO THE FOLLOWING (IF DIFFERENT) PURSUANT TO THE PROVISIONS OF SECTION 136, ART. 6, OF THE NEW YORK STATE HIGHWAY LAW, PERMISSION IS HEREBY GRANTED TO THE PERMITTEE TO: Construct a 16 ft. wide entrance only street type access with full depth asphalt pavement and asphalt tipup return. Remove existing access. Install "Do Not Enter" sign (R3-15C-30"x30"). Replace all broken asphalt tipup at completion of project. All asphalt paving within County right-of-way must be full depth. Restore the County right-of-way. All work shall be performed in accordance with the stamped permit plans and in accordance with this Department's most recent general, traffic and material specifications and as directed by the County engineer. Existing drainage structures in the County right-of-way must be covered during construction to prevent debris from entering the County's system. The applicant and/or their contractor will be responsible for cleaning any basins in the County right-of-way within the vicinity of this site. Pdor to the start of any work, the stamped permit plan and attached construction detail and notes must be provided to the applicant's contractor and said contractor must arrange a pre-construction meeting with this Dept. at 852-4100 a minimum of 48 hrs. prior to start of work. On the south side of CR 48, North Rd., 264 ft. east of Old Worth Rd. in the Town of Southold. S~uthold- .......... INTHEHAMLET/VILLAGEOF: [ ....... ] INTHETOWNOF: ~ ............. ] AS SET FORTH AND REPRESENTED ON THE ATTACHED PLANS, TYPICAL SECTIONS AND PURSUANT TO THIS DEPARTMENT'S GENERAL SPECIFICATIONS The zoning and subsequent use of this property is under the authority of the town in which this development is located. Thereby, the issuance of this "Highway Work Permit" should not be construed as an approval by this Department for this development and/or associated land use. DATE SIGNED: REVIEWED BY GILBERT ANDERSON, P.E. PERMITS ENGINEER: COMM~SS~O~fERJ~ PUBLIC WORKS ~ (Initial) Chief Engineer UPON COMPLETION OF WORK AUTHORIZED BY THIS PERMIT, PLEASE COMPLETE THE FOLLOWING AND RETURN TO THIS DEPARTMENT WORK AUTHOR[ZED BY THIS PERMIT HAS BEEN COMPLETED, REFUND OF DEPOSFF/BOND IS REQUESTED. DATE: SIGNATURE OF PEPJvlITTEE/AGENT (Permittee) [i~- ~-6T~k-f¥ g 3~ ~ ~ ~£~ ~l ALL WORK AUTHORIZED BY THIS PERMIT IS: COMPLETED, REFUND DEPOSIT/BOND []] i'~ SECURITY REQUIRED. AMOUNT: I-~ ~1 INCOMPLETE. SEND CORRECTION LETTER. DATE SENT: L~] [~ REINSPECTION. DATE CORRECTED AND COMPLETED: [] OTHER DATE: .......... PERMITS INSPECTOR: Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: 8.C.T.M. #: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 8TORM-WATER~ GRADING~ DRAINAGE AND EROSION CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. .Ita~ Number:. (NOTE: A Check Mark (~') for each Question is Required for a Complete Applicatioh) Yes No 1 2 3 4 5 6 7 8 9 Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all mn-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Stmcturas Indicating Size & Location? This Item shal{ include all Proposed Grade Changes and Slopes Controlling Surface WatarFIowI Will this Project Require any Land Filltng, Grading or Excevafi~n where there is a change to the Natural Existing Grade Involving mom than 200 Cubic Yards of Material within any Pamel? Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? Is there a Natural Water Course Running through the Site? is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Verficel Rise to One Hundred (100') of Horizontal Distance? Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? 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.) Will this Project Require Site Prepemtion within the One Hundred (100) Year Floodplain of any Watercourse? zD I-Zlz I-Z-I I'=lz I-Z'l z I-Zlz I-=lz NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm,Water, Gmdthg, Dmthage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permifl EXEMPTION: Yes No Does this project meet the minimum standards for classiticeUon as an Agricultural Project?. Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Requlredl -- ,~ STATE OF NEW YORK, COUNTY OF ....... ..~....L.:..~....~... ......... SS F~T~ICh,~ ~.~..~.-" .~...t~....~....Y~.. , No%~ry Public, State o~ That I .....~.0. .................................. being duly sworn, deposes and says that he/slN~s 10~t I~¢1i[,~tt$1~' Peri,it, {NameoflndividualsigningDocume~t) Qualified in Suffolk (Owaer, co~tractor, Agent, Corporate O~er, etc.) Owner and/or representative of the Owner of Owner's, 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 tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; ~% / ............... ........................ -, .......................... J Notary Public:~..E~..~..~]~'~...v..~.....C .................... ~ /...~~ ,ffolk Cotlnty ,~ ~/ natureofApplicant) FORM - 06~07 Ua¥ 30, 05/27/2008 08:49 6317231035 AK PAGE 02/02 ,{ iiFl vahr Co. SUBJECl TO: Sat 252 FURNISI~ ONE FO1 NATION, · CU · OP · TO · T~ · AU · CA . · FO . · DI~ · CO CO NOTES: · ELI 4B Springvill¢ Ro~d Hampton Bays~ NY 11946 1-866-541-7700 631 725-1500 Yax 631 723-10J5 sMcs~a llliha dd~,a t o r, com www. alli~ndel~a tot. eom _Ill ............ ]_.]l__ll ..... l[ J_ l_ I lll IllllrJll]l ....... L ....... : Commercial Vertical Platform Lift DATE: June 27, 2008 uels & Steelman Architects SHIP TO: Sparkling Pointe Winery .5 Main Road Southold, NY ,.hogue, NY' 11935 itch. Nancy Steelman AND INSTALL: ~R STOP HYDRAULIC VERTICAL PLATFORM LIFT MODEL WOV3~5 BY ~L WHEEL-O-VATOR CO. WITH THE FOLLOWING FEATURES: lo.LB. LIFTING CAPACITY, SPEED 30 FPM ~WOM CAB: 42" WIDE x 60" DEEP x 80" HIGH, 'OSITE SIDE EXIT/ENTRY, LEVELS 1,3 ONE SIDE, 2,4 OTHER SIDE PAL TRAVEL: 13'-6",MINIMUM OVERHEAD CLEARANCE: 96" O SPEED SOFT START/STOP DRIVE UNIT, CONSTANT PRESSURE OPERATION rOMATIC LEVELLING AT EACH FLOOR 3 WALLS - WHITE MELAMINE ]TE MELAMINE DROP CEILINO WITH TWO RECESSED LIGHTS JR PRIMED FULL HEIOHT STEEL FLUSH MOUNTED FIRE RATED DOORS & FRAMES ~H POWER OPERATORS, MESH VISION PANELS & INTERLOCKS JSHED STAINLESS STEEL CAR OPERATING PANEL, HAJ. L STATIONS, HANDRAIL rECESSED PHONE BOX iITAL POSITION INDICATOR, IN-USE LIGHTS, CAR HERE LIGHTS (ED CAR AND HALL CONTROLS, COMBINED EIV~RGENCY STOP/ALARM BELL 7rERY BACK-UP FOR EMERGENCY LOWERING AND LIGHTING v~PI. IES WITH ASME/ANS1 Al 8.1, ICC/ANSi A 117,1 & NFPA 70 NATIONAL ELECTRIC )E NATOR PERMITS, IF NEEDED, ARE ~ RESPONSIBILITY OF THE OWNER CONSTRE · FIN w 3'x · 208 · TEl · MO CTION WORK REOURED BY OTHERS: ISHED PLUMB FIRE RATED HOISTWAY, RAIL WALL & DOOR OPENINGS TO OUR CIFICATIONS, 14" DEEP CONCRETE PIT ENCLOSED MOTOR ROOM WITHIN PROXIMITY TO HOISTWAY 230V, 30A LINE & 110V, 20A LINE WITH FUSED LOCKABLE DISCONNECT EPHONE LINE AND JACK JNT FOUR HOISTWAY DOORS AND FINISH AS NEEDED WARRA~ DELIVER~ QUOTE V~ ACCEPTEr ~: INSTALL LABOR ONE YEAR, PARTS TI'4rREI~YEARS ~: 8-9 WEEKS AFTER APPROVALS '/] ~LID FOR 30 DAYS ~{///~ · WALLY"I~EICH, PRESIDENT BY: ........................................... DATE:~-- ............ 09/18/2007 09:51 FAX ~002/003 New York State Department of Environmental Conservation Division of Water Bureau of Water Permits, 4th Floor 625 Broadway, A~bany, New York 12233-3505 Phone:(518)402-8111. Fax: (518)402-9029 We[mite: www. dec.state.ny.us Alexander B. Gran~s Com~ssk~er 8/28/2007 Sparkling Pointe Winery LLC Thomas Rosicki 51 E. Bcthpage Road Plainvicw NY 11803- Re: ACKNOWLEDGMENT of NOTICE of INTENT for Coverage Under SPDES General Permit for Storm _ W~t~er ~iseharges from CONSTRUCTION ACTIVITY General permit No. GPT0~-61 Dear Prospective Permittec: This is to acknowledge that the New York State Department of Environmental Conservation (Department) has received a complete Notice of Intent (NOI) for coverage under General Permit No. GP-02-01 for the construction activities located at: Sparkling Pohite Winery 39750 County Road 48 Southold NY 11971- County: Suffolk Pursuant to Environmental Conservation Law (ECL) Article 17, Titles 7 and 8, ECL An'iele 70, discharges in accordance with GP-02-01 from the above construction site will be authorized 5 business days from 8/20/2007 which is the date we received your final NOI, unless notified diff~ently by the Department. The permit identification number for this site is: NYR 10N424. Be sure to include this permit identification number on any forms or correspondence you send us. When coverage under the permit is no lounger needed, you must submit a Notico of Termination to thc Depa, anent. This authorization is conditioned upon the following: I. The information submitted in the NOI received by thc Department on 8/20/2007 is accurate and comt~lete. 2. You have developed a Storm Water Pollution Prevention Plan (SWPPP) that complies with OP-02-0 l which must be implemented as the first element of construction at the above-noted construction site. 3. Activities related to the above construction site comply with all other requirements of GP-02-01. 09/18/2007 09:52 FAX ~003/003 4. Payment of the annual $50 regulatory fee, which is billed separately by the Department in the early fall. The regulatory fee covers a period ofane calendar year. In addition, as of September 1, 2004, construction stormwater permittees will also be assessed an initial authorization fee of $50 per acre of land disturbed and $300 per acre of future impervious area. The initial authorization fee covers the duration of the authorized disturbance. 5. You have obtained all necessary Uniform Procedures Act (UPA) permits. You should check with your Regional Permit Adminis~ator for further information. (Note: Construction activities cannot commcncc until all UPA permits have been issued.) Please be advised that thc Dc-pm hnent may request a copy of your SWPPP for rcvicw. Should you have any questions regarding any aspect of thc r~quirc~tnents specified in GP-02-01, please contact Dave Gasper at (518) 402-8114 or the undersigned at (518) 402-8109. ...................... Since, e4~ Toni Cioffi Environmental Program Specialist I cc: RWE- 1 SWPPP Preparer 05/19/2008 17:23 FAX ~002/002 New York State Department of Environmental Conservation Division of Water Bureau of Water Permits, 4th Floor 625 Broadway, Albany, New York 12233-3505 Phone; (518) 402-8111 · FAX.' (518) 402-9029 Website; www,d state,n .us Alexan&r p. Graani$ Commissioner May 1, 2008 Thomas Rosicki Sparkling Pointe Winery LLC 51 E. Bethpage Road Plainviaw, NY 11803 - RENEWAL OF STATE POLLUTANT DISCHARGE ELiMINATION SYSTEM (SPDEs) GENERAL PERMIT FOR STORMWATER DISCHARGES FROM ..................... CONSTRUCTION ACTIYrr¥ .......... Dear Cons~uction Stormwater Permittee: This letter is to notify you that the New York State Department of EnvirOnmental Conservation (DEC) has renewed the SPDES General Permit for Stormwater Discharges from Construction Activity. This General Permit (formerly GP-02-01) has been mm-rifled GP-0-08-001 and shall be effective from May 1, 2008, to A .pril 30, 2010. The consnmction activity listed below was authorized under GP-02-01. This project is now automatically authorized under GP-0-08-001. Owners or operators may continue to implement the tcdmical/design component of the Stormwater Pollution Prevention Plan that was developed in aceordanc~ with the requirements of GP-02-01; however, they will be subject to all other provisions of the new general permit, GP-.0-08-001. If constmctiun has been completed and all areas of disturbance have achieved final stabilization in accordance with the general pemut, you should file a Notice of Termination to terminate your coverage. Sparlding Pointe Winery 39750 County Road 48 Southold, NY 11971- NYR10N424 Copies of the permit, response to comments, fact sheet and applicable forms are available on the Department's website at: httm//www.dee.n¥.~ov/chemical/43133.btm! or from the contact listed below: Barbara Horton NYSDEC, Division of Water 625 Broadway - 4'~ Floor Albany, NY 12233-3505 E-mail: bjhorton(~gw, dec.$tate.ny.u s Phone: 518-402-8111 Sincerely, Toni Cioffi Environmental Program Specialist 1 S A M U E L S & S T E E L M A N September 3, 2008 Mr. Damon Rallis Town of Southold Building Department Southold, NY 11971 Re~ Sparkling Pointe Winery 39750 County Road 48 Southold, New York, 11971 Dear Damon, As per our meeting yesterday, I am submitting the following for your final review and approval: 1. Four (4) revised sets of Construction Documents with the following noted revisions: a. All railings to be 42" high b. Hood at range in Tasting Room Support Area to be Type 2 c. New H.C. Drinking Fountain on First Floor d. New sink in Tank & Barrel Fermentation Area e. UL rating at Elevator Shaft and Machine Rm. walls f. Revised ST-1 (Structural Notes and Details) 2. Elevator Specification and Proposal In addition, Shop Drawings for the required Automatic Fire Sprinkler System, Elevator, and Prefabricated Trusses will be submitted prior to installation for final review. If we can answer any additional questions, please do not hesitate to call. Sincerely, hitects ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NEWYORK 11935 (631) 734-6405 FAX (631 ( 734-6407 PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND November 20, 2007 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cot. Main Rd. & Youngs Ave.) Southald, NY Telephone: 631 765-1938 Fax: 631 765-3136 Ms. Nancy Steelman c/o Samuels and Steelman Amhitects 25235 Main Road Cutchogue, NY 11935 Re: Proposed Site Plan for Sparkling Pointe Winery Located on the s/s/o CR 48, approximately 1,699 ft. w/o Tucker Lane, known as 39750 County Road 48, in Southold SCTM#1000-59-10-1 Zoning District: AC Dear Ms. Steelman: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, November 19, 2007: WHEREAS, this site plan is for an alteration of an existing building into a new winery totaling 11,541 sq. ft. which includes 813 sq. ft. of office, 837 sq. ft. of retail, 4,170 sq. ft. of tasting room, 3,306 sq. ft. of storage area and 2,415 sq. ft. of production area on a 12.088- acre parcel in the A-C Zone located on the south side of County Road 48, approximately 1,699 ft. west of Tucker Lane, known as 39750 County Road 48, in Southold. SCTM#1000- 59-10-1; and WHEREAS, Thomas P. Rosicki is the owner of the property known as 39750 County Road 48 in Southold; and WHEREAS, on September 10, 2007, the Southold Town Planning Board closed the final public hearing; and WHEREAS, on September 10,2007, the Southold Town Planning Board granted approval on the site plan set 1-8 prepared by Samuels & Steelman and certified by Nancy L. Steelman, Architect, dated as follows: Plan Numbers 1, 5, 6, 7 & 8 are dated August 7, 2007, Plan Numbers 2 & 3 are dated August 30, 2007 and Plan Number 4 is dated September 6, 2007, and authorized the Chairperson to endorse the site plan after the revised landscape plan is submitted and approved by the Planning Board with the following conditions: 1. The owner, agent and/or applicant proposed to enhance/change the landscape on the County Road 48 Frontage and submit a revised landscape plan Drawing Number 4 detailing the landscape enhancements/changes to be reviewed and approved by the Southold Town Planning Board. The owner, agent and/or applicant proposed to install signage that strictly prohibits bus use of the site and install such signage to the satisfaction of the Southold Town Planning Board. The owner, agent and/or applicant shall receive approval from the Suffolk County. Department of Health Services for the approved construction and submit such approval to the Southold Town Planning Department for review. If such approval varies from this approved site plan, the Planning Board reserves the right to review a new site plan application. A copy of the Suffolk County Department of Health Services approved plan must be submitted to the Southold Town Planning Department within thirty (30) days of receipt. If applicantJagentJowner fails to adhere to this requirement, this approval shall become null and void. = The owner, agent and/or applicant shall apply for a changed approval from the Southold Town ZBA for the landscape changes as shown on this site plan or must meet the condition as imposed by the ZBA in Appeal #5520 and revise the approved site plan landscape as required. The owner, agent and/or applicant shall receive permit approval from the Suffolk County Department of Public Works for the approved construction and submit such approval to the Southold Town Planning Department for review. If such approval varies from this approved site plan, the Planning Board reserves the right to review a new site plan application. A copy of the Suffolk County Department of Public Works approved plan must be submitted to the Southold Town Planning Department within thirty (30) days of receipt. If applicant/agentJowner fails to adhere to this requirement, this approval shall become null and void. If necessary, the applicantJagent/owner must obtain a Phase II State Pollutant Discharge Elimination System (SPDES) Permit from the New York State Department of Environmental Conservation (NYS DEC) for the approved construction. A copy of the NYS DEC SPDES Permit must be submitted to the Southold Town Planning Department within thirty (30) days of receipt. The owner, agent and/or applicant agrees to build out the site and install all handicap parking stalls, access aisles and signage in compliance with New York State Code and ADA Requirements. The owner, agent and/or applicant understands and agrees that the Southold Town Building Department will review the approved proposed build out under a Building Permit Application and that all construction must meet or exceed the required codes and this site plan approval is subject to change to conform to any requirement of Local & State Regulations as applied during the building permit review. 9. The site plan approval requires that all work proposed on the site plan shall be completed within three (3) years from the date of this resolution. 10. Prior to the request for the Certificate of Occupancy, the owner or authorized agent must request, in writing, the said Building Inspector and the Planning Board to perform an on-site inspection to find the site improvements are in conformity with the approved site plan. 11. Prior to the request for an on-site inspection, the applicant/agent/owner must submit a copy of all required approvals from any necessary agencies to the Southold Town Planning Department. 12. Upon inspection, if the as-built site improvements vary from the approved site plan, the Planning Board reserves the right to request a certified as-built site plan detailing all the changes. 13.Any changes from the approved site plan shall require Planning Board approval, and any such changes without Planning Board approval will be subject to referral to the Town Attorney's Office for possible legal action. 14.The Planning Board will issue a final site plan approval in the form of a letter following a site inspection and at the time the site improvements are found to be in conformance with the approved site plan. 15. The owner, agent and/or applicant must provide and ensure all necessary safety precautions are implemented before, during and upon completion of any construction a't the site for anyone on the site as may be required by all authorities having jurisdiction; and WHEREAS, on September 27, 2007, Ural Talgat submitted the New York State Department of Environmental Conservation Acknowledgement of the Notice of Intent for SPEDES General Permit No. GP-02-02 and this satisfies the requirement of Condition Number 6 of the approval granted on September 11, 2007; and WHEREAS, on October 18, 2007, Ural Talgat submitted a revised site plan and the Planning Board held a Work Session on October 29, 2007 to review the revised landscape plan which satisfies the requirement of Condition Number 1 of the approval granted on September 11, 2007; and WHEREAS, on October 18, 2007, Ural Talgat submitted a site utilities plan stamped approved by the Suffolk County Department of Health Services with Reference Number C10-07-0008 for a winery and the Planning Board held a Work Session on October 29, 2007 to review the revised landscape plan which satisfies the requirement of Condition Number 3 of the approval granted on September 11,2007; therefore, be it RESOLVED, that pursuant to Southold Town Code 280-131 Part I, the applicant agrees to incorporate all the requirements, comments, and recommendations of each reviewing agency as referenced above and as indicated on the site plan and corresponding 3 attachments including the previously issued resolution dated September 11,2007; and be it further RESOLVED, that the Southold Town Planning Board grant approval on the site plan set 1-8 prepared by Samuels & Steelman and certified by Nancy L. Steelman Amhitect, dated as follows: Plan Numbers 1,5, 6, 7 & 8 are dated August 7, 2007, Plan Numbers 2 & 3 are dated August 30, 2007 and Plan Number 4 is dated September 6, 2007 and last revised October 29, 2007, and authorize the Chairperson to endorse the site plan set approved by the Planning Board with the following conditions: 1. The owner, agent and/or applicant proposed to install signage that strictly prohibits bus use of the site and install such signage to the satisfaction of the Southold Town Planning Board. = The owner, agent and/or applicant shall apply for a change in approval from the Southold Town ZBA for the landscape changes as shown on this site plan or must meet the condition as imposed by the ZBA in Appeal #5520 and revise the approved site plan landscape as required. A copy of the ZBA approved plan must be submitted to the Southold Town Planning Department within thirty (30) days of receipt. If applicant/agent/owner fails to adhere to this requirement, this approval shall become null and void. 3. The owner, agent and/or applicant shall receive permit approval from the Suffolk County Department of Public Works for the approved construction and submit such approval to the Southold Town Planning Department for review. If such approval varies from this approved site plan, the Planning Board reserves the right to review a new site plan application. A copy of the Suffolk County Department of Public Works approved plan must be submitted to the Southold Town Planning Department within thirty (30) days of receipt. If applicant/agent/owner fails to adhere to this requirement, this approval shall become null and void. 4. The owner, agent and/or applicant agrees to build out the site and install all handicap parking stalls, access aisles and signage in compliance with New York State Code and ADA Requirements. 5. The owner, agent and/or applicant understands and agrees that the Southold Town Building Department will review the approved proposed build out under a Building Permit Application and that all construction must meet or exceed the required codes and this site plan approval is subject to change to conform to any requirement of Local & State Regulations as applied during the building permit review. 6. The site plan approval requires that all work proposed on the site plan shall be completed within three (3) years from the date of this resolution. 7. Prior to the request for the Certificate of Occupancy, the owner or authorized agent must request, in writing, the said Building Inspector and the Planning 4 Board to perform an on-site inspection to find the site improvements are in conformity with the approved site plan. Prior to the request for an on-site inspection, the applicant/agent/owner must submit a copy of all required approvals from any necessary agencies to the Southold Town Planning Department. Upon inspection, if the as-built site improvements vary from the approved site plan, the Planning Board reserves the right to request a certified as-built site plan detailing all the changes. 10.Any changes from the approved site plan shall require Planning Board approval, and any such changes without Planning Board approval will be subject to referral to the Town Attorney's Office for possible legal action. 11.The Planning Board will issue a final site plan approval in the form of a letter following a site inspection and at the time the site improvements are found to be in conformance with the approved site plan. 12.The owner, agent and/or applicant must provide and ensure all necessary safety precautions are implemented before, during and upon completion of any construction at the site for anyone on the site as may be required by all authorities having jurisdiction. Attached you will find.t,h~(~ Copies of the approved site plan and, as per the Town Code, a copy will be distributed to the Building Department, Town Engineer and Town Zoning Board of Appeals. If you have any questions regarding the above, please contact this office. Very truly yours, Chairperson encl. cc: Southold Town Zoning Board of Appeals Southold Town Building Department Southold Town Engineer Suffolk County Department of Public Works w/o map S A M U E L S & S T E E L M A N July 25, 2008 Town of Southold Building Department Town Hall Southold, NY 11971 Re: Sparkling Pointe Winery 39750 County Road 48 Southold, New York, 11971 Enclosed please find the following supplemental information required for your review of the Buildng permit application previously submitted on July 17, 2008. 1. Revised COM Check Energy Calculation - NY State/Suffolk County 2. Four(4) Stamped Plumbing Riser Diagrams Please review the enclosed and get back to me with any questions or concerns. Thank you, ~/', 4andy Stab'man, R.A. Samuels'~& Steelman Architects Encl. ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NEWYORK ]1935 (631) 734-6405 FAX (631) 734-6407 S A M U E L S & S T E E L M A N Building Code Section: 302.1 303.1 302.2 302.3.1 Sparkling Pointe Building Code Requirements from the "Building Code of New York State" Effective August 2007 July 17, 2008 OCCUPANCY CLASSIFICATION Main occupancy: A-2 Assembly, intended for drink consumPtion B Business, office F-2 Low Hazard Factory Industrial, Beverages; up to and including 12 percent alcoholic content S-2 Low Hazard Storage M Mercantile ACCESSORY USE AREAS Any other accessory use area shall not be required to be separated by a fire barrier, provided the accessory use occupies an area not more than 10 percent of the area of the story in which it is located and does not exceed the tabular values in Table 503 for the allowable height or area for such use. NONSEPARATED USES Each portion of the building shall be individually classified as to use. The required type of construction for the building shall be determined by applying the height and area limitation for each of the applicable occupancies to the entire building. The most restrictive of construction, so determined, shall apply to the entire building. All other code requirements shall apply to each portion of the building based on the use of that space except that the most restrictive application provisions of Section 403 and Chapter 9 (see below) shall apply to these nonseparated uses. Fire Separations are not required between uses except as required by other provisions. ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NEWYORK H935 1631 ) 734-6405 FAX 1631) 734-6407 503 GENERAL HEIGHT AND AREA LIMITATIONS Table 503, Group A-2, type 5b, sprinklered Allowable Height: 1 Story Allowable Area: 6,000 sf Group B, type 5b, sprinklered Allowable Height: 2 Stories Allowable Area: 9,000 sf Group F-2, type 5b, sprinklered Allowable Height: 2 Stories Allowable Area: 13,000 sf Group M, type 5b, sprinklered Allowable Height: 1 Stories Allowable Area: 9,000 sf 'Group S-2 sprinklered Allowable Height: 2 Stories Allowable Area: 13,500 sf Most restrictive group: A-2, 1 Story, 6,000 sf 506.1 GENERAL The areas limited by Table 503 shall be permitted to increase due to frontage and automatic sprinkler system in accordance with the following equation. Equation 5-2: A(a) = A(t) +[ (A(t)xl(f)/100)] + [A(t)xl(s)/100] A(a) = Allowable area per foot (sf) = A(t) = Tabular area per floor in accordance with table 503 (sf)= 6000 sf I(f) = Area increase due to frontage (percentage)= 75% I(s) = Area increase due to sprinkler protection(percentage)=300% A(a) = 6000+ [6000x75/100] +[ 6000x300/100] A(a) = 6000 + 4500 + 18000] A(a) = 28,500 SF - Area Increase 506.2 AREA MODIFICATION (Frontage Increase) Every building shall adjoin or have access to a public way to receive an area increase for frontage. Where a building has more that 25% of its perimeter on a public way or open space having a minimum width of 20 feet, the frontage increase shall be determined in accordance with the following: 506.3 903.2.1. 903.2.1.2 Frontage Increase I(f) = 100(F/P -0.25) W/30 I(0 = Area increase due to frontage F = Building perimeter which fronts on a public way or open space having 20 feet open minimum width P = Perimeter of entire Building(feet) W = Width of public way or open space (feet) in accordance with section 506.2.1 F = 505.75 P = 505.75 W= 30 I(f) = 100(505.75/505.75 -0.25) 30~30 I(f) = 100 (1 - 0.25)1 I(f) = 75% Automatic Sprinkler system Increase Where a building is equipped throughout with an approved automatic Sprinkler system accordance with Section 903.3.1.1, the area limitations in Table 503 is permitted to increase by an additional 300% for a single story buildings. AUTOMATIC SPRINKLER SYSTEM An automatic sprinkler system shall be provided throughout buildings and portions of buildings there of used as Group A occupancies as provide in this section. The automatic sprinkler system shall be provided throughout the floor area where the Group A occupancy is located and in all floors between Group A occupancy and level of exit discharge. GROUP A-2 An automatic sprinkler system shall be provided for Group A-2 Occupancies where one of the following conditions exist: 1. The fire area exceeds 5,000 sf 2. The fire area has an occupancy load of 100 or more 3. The fire area is located on a floor other that the level of exit discharge 1004.1 1014.1 DESIGN OCCUPANT LOAD A-2 Assembly unconcentrated (tables and chairs): 15sf/occupant, net = Main T.R.~1423sf Upper T.R.-547 = 1970sf 1970sf/15sf = 131.3 or 132 Occupants: B Business / office areas: 100 sf / occupant, gross = 905sf/100sf =9. Occupants MMercantile: 30sf/occupant, gross = 930sf/30sf = 31 Occupants F-2Winery fermentation: 100sf / occupant, gross = 2372sf/100sf = 24 Occupants S-2 . Low Hazard Storage: 500 sf/occupant, gross= 2328sf/500sf = 4.65 occupants EXIT OR EXIT ACCESS DOORWAYS REQUIRED. Two exits or exit access doorways from any space shall be provided where one of the following conditions exists: 1. The occupant load of the space exceeds the values in Table 1015.1. 2. The common path of egress travel exceeds the limitations of Section 1014.3. 3. Where required by Sections 1015.3, 1015.4 and 1015.5. OCCUPANCY: OCCUPANCY: A-2 B M F-2 S-2 TABLE 1014.1 SPACES WITH ONE MEANS OF EGR~:SS: A, B, F, M,: MAXIMUM OCCUPANT LOAD: 50/75' Travel Distance S: MAXIMUM OCCUPANT LOAD:30/75' Travel Distance Tasting Room - one means of egress required if under 50 occupants (132 occupants, two means of egress are required.) Office - one means of egress required if under 50 occupants (9 occupants, one means of egress is required) Retail - one means of egress required if under 50 occupants (31 occupants, one means of egress is required) Winery fermentation - one means of egress required if under 50 occupants, (24 occupants, one means of egress is required.) Storage - one means of egress required if under 30 occupants, 4.65 occupants, ~E.o means of e,qress is required due to exceeding the travel distance. 2901 PLUMBING SYSTEMS .TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES Occupancy A-2 Restaurant, banquet hall and food court 1 WC for 75 male/female 1 LAV for 200 male/female Office Retail Winery Fermentation Low hazard storage Occupancy B Occupancy M Occupancy F-2 Occupancy S-2 1 WC per 25 for the first 50 1 LAV per 50 for the first 50 1 WC per 500 1 LAV per 750 1 WC per 100 1 LAV per 750 1 WC per 100 1 LAV per 100 PLUMBING FIXTURE CALCULATIONS Water Closets A-2 Assembly: Office: M Retail: F-2 S-2 Total Occupants: 132 (61 men, 61 women) Total Occupants: 9 Total Occupants: 31 LH Factory: Total Occupants: 24 LH Storage: Total Occupants: 5 Total Required Total Provided: 7 WC 3 Women's Toilet Rm (1 assembly, 1 retail, 1 extra) 2 Men's Toilet Rm (1 assembly, 1 retail,) 2 Unisex (Employees only, 1 office, 1 storage, factory) I WC each gender l WC 1WC each gender l WC each gender 1WC Lavatories A-2 Assembly: B Office: M Retail: F -2 LH Factory: S-2 LH Storage: Total Occupants: 132 (61 men, 61 women) Total Occupants: 9 Total Occupants: 31 Total Occupants: 24 Total Occupants: 5 Total Required Total Provided: 7 Lavs 3 Women's Toilet Rm 2 Men's Toilet Rm 2 Unisex (Employee only) 1Lav each gender 1Lav I Lav each gender 1Lav each gender 1Lav ITW Building Components Group, Inc. 13389 Lak¢£ront Drive Emrth City, MO 63045 (314) 344-9121 Page Iofl Docm,,ent lD:ITP9219-Z0117101535 UKL: hi~p://ecdraw [ngs.alpe ng.cowdThird/SRSloan.nsn/U SA/29DC E63 F9CEA7C B0 g62575600057 FECC Truss Fabricator: S.R. Sloan ]rransmii~ed From: senls~srsloan.com Jobldentification: 329038 BERTANI / SPARKLING POINT SOUTHOLD, NY Model Code: IRC I'russCriteria: IRC2OO3/TPI 2002(STD) EnginceringSoftware: Alpine proprietary truss analysis s0fl~ware. Version Truss Design koads: Roof 55 PSF @ 1.15 Duration Floor N/A Wind 120 MPH (ASCE 7 02 Closed} 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. As shown on attached drawings; the drawing number is preceded by: MOUSR219 Details: - Submitted by BAF 10:15:56 02-17-2009 Reviewer: BAF $$ ITI Ref Description Drawin§# Date 86464-T 1 COMMON 2X6 T 09048002 02/17/09 : 86465--T-2 ATTIC 09048001 02/~7/~ FEB 26 200§ BLDG. DEPT. TOWN OF SOUTHOLD Seal Date: 02/17/2009 Bruce A. Feldmann New York License Number: 80239 (32g038 BERTANI / SPARI~[ lNG POINT SOUTHOLD, Nf T ] COMMON 2×6 lC/DC) Top chord 2x6 SPF ,/1/#2 120 mph wind, 15.00 ft mean hgt, ASCL / 02, CLOSED bldg, Located Bot chord 2x6 SPF ~/1/#2 anywhere in roof, CAT Ii, LXP C, wind TC DL 4,2 psf, wind BC DL 5.0 Webs 2x4 SPF 1/1/#2 :WI, W5 2x4 SPE Stud: psf. Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures, (A) Continuous lateral bracing equally spaced on member, Or 1x4 #3SRB lruss design per IRC sect, R802.10,2. 10.00 psf non concurrent bottom SPF S or better "T" brace. 80% length of web member. Attached with 8d chord live load applied per ANSI/fPi 1. Box or Gun (O,113"x2.5",min,)na~ls ~ 6" OC. Deflection meets L/240 live and 1/180 total load, Truss designed for unbalanced snow load using 0,00/1.50 windward/leeward factors, based on Pg 20.00 psf, Ct 1,10, Ce 1.O0, CAT II & Pf 15,40 psf, Plates sized for a minimum of 2.40 sq,in./piece. 5X7------ 4X4~ 4X4~ T 2X4 III 4X7 5X6 (Al)-- 4X6~ 5X6 (Al) -- R 1845 U 489 W 5.5" ~ -- RL 465/ 465 Design Crit: IRC2OO3/TPI-2OO2(STD) PLT TYP. WAVE FT/RT 20%(0%)/10(0) 8 :43 NY/-/1/ / / /F Scale =.25"/Ft. r*'~""~"~ ..... ~~~'' T C LL 35.0 PSF R EF R219---- 86464 ~ ..........................................................................................: ~~ ~,~)~, TC DL 10.0 PSF DATE 02/17/09 Ea~ Cib, MO 63045 .'. ........... ' .... *."'" ' SPACING 24.0" JREF 1TP9219 ZO1 (329038 BERTANI / SPAR~I lNG POINT SOUTHOtD, Nf T 2 ATTIC) Top chord 2x6 SPF 1/11'#2 :T2, 13 2x6 SPF 2100F 1.SE: 120 mph wind, 1S.O0 ft mean hgt, ASCE 7 02, CLOSED bldg, located Bot chord 2x6 SPF #1/~2 :B2 2x8 SPF(S) 195Of 1,5E: anywhere in roof, CAT II, EXP C, wind TC DL 4,2 psf, wind [CC DL 5,0 :B3 2x4 SPF ff1/112: psf. Webs 2x4 SPF Stud Wind reactions based on MWFRS pressures. Roof overhang supports 2.00 psf soffit load, Truss design per IRC sect. R802.10.2. 10.00 psf non concurrent bottom Collar tie braced with continuous lateral bracing at 24" OC. or rigid chord live load applied per ANSI/TPI 1. ceiling. BC attic room floor loading: L[ 40.00 psf; DL 10.00 psf; Prom Deflection meets L/240 live arid L/180 total load. 10 10 8 to 18 ]0 8, Plates sized for a minimum of 2.40 sq.in./piece. 4X6~ 4×4: ~ 4X4~ 3X I[I 4X6~ 4X6~ 1050 T R) 4X7 (R) III 7X6 (A2) ~ 6X6~ 6X6~ 7X6 (AZ) ~ l~6 o IL691 < 11 5 7 ~1~ 6 10 3 ~1~ b ~1- 10 0 0I ~ 29 9-0 Over 2 Supports ~ RL 465/ 465 /~ PLT TYP. WAVE FT/RT=20%(0%)/iO(O) 8.0~'~ 6 NY/ /1/ / / /F Scale =.25"/Ft. ,*~*r.z.~ ............... '~' '~[ ~"~ '""~"" ' .... ........ ........... '"~'""~ ........... "" ~-X~N ~-~X~ TC LL 35.0 PSF REF R219 86465 .......................... , ............. .......................................................... ~¢~ ] ~J TC aL 10.0 PSF DATE 02/17/09 , .......... ..... ,,~ ......... .,,,,.,,, ......... ,:,,. ~,,,, ,,,, ,~ .,, TOT.LD. 55.0 PSF SEQN 236491 ~B,¢~m¢c.mp~,.,~e~,p,~,.. , ............................................... ,,,, .......................... .... DUR.FA~] 1.15 FROM KF [aahCi~ M063045 ,,,,, ............... .~,,,,,, ..... SPACING 24.0" JREF 1T~2 9_ 01 7 [ 12 8OO COMcheck Software Version 3.5.3 Envelope Compliance Certificate 2007 New York Energy Conservation Construction Code Report Date: 07/24/08 Data filename: C:\Office files\Common Documents~ACTIVE PROJECTS\Sparkling Pointe\sparkling pointe energy.cck Section 1: Project Information Project Type: Addition Project Title: Sparkling Pointe Winery Construction Site: 39750 CR 48 Southold, NY 11971 Owner/Agent: Thomas & Cynthia Rosicki Sparkling Pointe, LLC Designer/Contractor: Nancy Steelman Samuels & Steelman Architects 25235 Main Road Cutchogue, NY 11935 631-734-6405 Section 2: General Information Building Location (for weather data): Suffolk, New York Climate Zone: 11b Heating Degree Days (base 65 degrees F): 5750 Cooling Degree Days (base 65 degrees F): 715 Vertical Glazing / Wall Area Pct.: 33% _Activity Typ_e s~) Floor Area Corridor, Restroom, Support Area 925 Exhibition Hall 2778 Office 530 Industrial Work, >= 29 ft Ceiling Height 1461 Retail Sales, Wholesale Showroom 1029 Section 3: Requirements Checklist Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factor Orientation: NORTH Extedor Wall 1: Wood Frame, Any Spacing 95 19.0 2.2 0.059 0.090 Exterior Wall 2: Wood Frame, Any Spacing 436 19.0 2.2 0.059 0.090 Window 1 (2) 2-cudhp: Wood Frame:Double Pane with Low-E, 172 ...... 0.330 0.598 Clear, SHGC 0.31 Window 2 (2) cudhp: Wood Frame:Double Pane with Low-E, Clear, 86 ...... 0.330 0.598 SHGC 0.31 Door 1 (1) ccd6080: Glass, Clear, SHGC 0.22 77 ...... 0.330 0.598 Exterior Wall 3: Wood Frame, Any Spacing 327 19.0 2.2 0.059 0.090 Window 3 (3) cudhp: Wood Frame:Double Pane with Low-E, Clear, 129 ...... 0.330 0.598 SRGC 0.31 Orientation: EAST Exterior Wall 4: Wood Frame, Any Spacing 1188 19.0 2.2 0.059 0.090 Window 4 (1) cudhp: Wood Frame:Dooble Pane with Low-E, Clear, 43 ...... 0.330 0.598 SHGC 0.31 Project Title: Sparkling Pointe WinePJ Report date: 07/24/08 Data filename: C:\Office files\Common Documents~ACTIVE PROJECTS\Sparkling Pointe\sparkling pointe energy.cck Page 1 of 8 Window 5 (3) ccm3264: Wood Frame:Double Pane with Low-E, --- 0.350 0.598 Clear, SHGC 0.29 Window 6 (1) ccmp7264: Wood Frame:Double Pane with Low-E, -- 0.330 0.598 Clear, SHGC 0.32 Window 7 (2) cudhp: Wood Frame:Double Pane with Low-E, Clear, --- 0.330 0.598 SHGC 0.31 Odentation: SOUTH Exterior Wall 5: Wood Frame, Any Spacing 327 19.0 2.2 0.059 0.090 Window 8 (3) codhp: Wood Frame:Double Pane with Low-E, Clear, 111 ...... 0.330 0.598 SHGC 0.31 Exterior Wall 6: Wood Frame, Any Spacing 655 19.0 2.2 0.059 0.090 Door 2 (4) ccd6080: Glass, Clear, SHGC 0.22 276 ...... 0.330 0.598 Orientation: WEST Exterior Wall 7: Wood Frame, Any Spacing 436 19.0 2.2 0.059 0.090 Window 9 (3) cudhp: Wood Frame:Double Pane with Low-E, Clear, 111 ...... 0.330 0.598 SHGC 0.31 Extedor Wall 8: Wood Frame, Any Spacing 401 19.0 2.2 0.059 0.080 Window 10 (3) ccm3264: Wood Frame:Double Pane with Low-E, 60 ..... 0.350 0.598 Clear, SHGC 0.29 Exterior Wall 9: Wood Frame, Any Spacing 131 19.0 2.2 0.059 0.090 Door 3 (1) ccd6080: Glass, Clear, SHGC 0.22 100 ...... 0.330 0.598 Exterior Wall 10: Wcod Frame, Any Spacing 194 19,0 2.2 0.059 0.090 Window 11 (1) cudhp: Wood Frame:Double Pane with Low-E, Clear, 43 ...... 0.330 0.598 SHGC 0.31 Orientation: UNSPECIFIED ORIENTATION Roof 1: All-Wood Joist/Rafter/Truss 6749 30.0 3.0 0.032 0.059 Interior Wall 1: Wood Frame, Any Spacing 2402 19.0 2.2 0.058 0.142 Floor 1: All-Wood JoistJTruss 5164 19.0 2.6 0.043 0,055 Floor 2: Slab-On-Grade:Heated, Hodzontal 4 ft. 158 --- 10.0 (a) Budget U-factors are used for software baseline calculations ONLY, ~nd are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: [] 1, Ali joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. [] 2, Windows, doom, and skylights certified as meeting leakage requirements. [] 3. Component R-values & U-factors labeled as certified. [] 4. Insulation 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, [] 5. Fireplaces installed with tight titling non-combustible fireplace doors, I~ 6. Stair, elevator shaft vents, and other dampers integral to the building envelope are equipped with motorized dampers, ~1 7. Cargo doors and loading dock doors are weather sealed. [] 8. Recessed lighting fixtures are: (i) Type lC rated and sealed or gasketed; or (ii) installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material, [] 9. Vapor retarder installed Section 4: Compliance Statement Compliance Statement: 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 2007 New York Energy Conservation Construction Code requirements in COMcheck Version 3.5.3 and to comply with the mandatory requirements in the Requirements Checklist, a I~c~istered Desi~Profession~ has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and When pr s' nal udgment, s plans or cifications are in compliance with this Code. Project Title: Sparkling Pointe Winery Report date: 07/24/08 Data filename: C:\Office files~Common Documents\ACTIVE PROJECTS\Sparkling Pointe\sperkling pointe energy.cck Page 2 of 8 COMcheck Software Version 3.5.3 Interior Lighting and Power Compliance Certificate 2007 New York Energy Conservation Construction Code Repod Date: 07/24/08 Data filename: C:\Office files\Common Documenta~ACTIVE PROJECTS\Sparkling Pointe\sparkling pointe energy.cck Section 1: Project Information Project Type: Addition Project Title: Sparkling Pointe Winery Construction Site: 39750 CR 48 Southold, NY 11971 Owner/Agent: Thomas & Cynthia Rosicki Sparkling Pointe, LLC Designer/Contrac[or: Nancy Steelman Samuels & Steelman Architects 25235 Main Road Cutchogue, NY 11935 631-734-6405 Section 2: General Information Building Use Description by: Activity Type A~:tlvitv TvDe(~ Corridor, Restroom, Support Area Exhibition Hall Office Industrial Work, >= 20 fl Ceiling Height Retail Sales, Wholesale Showroom Section 3: Requirements Checklist Floor Area 925 2778 530 1461 1029 Interior Lighting: I~ 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 9260 9045 YES ~1 2. Exit signs 5 Watts or less per side. Exterior Lighting: [] 3. Efficacy greater than 45 lumens/W. Exceptions: Specialized lighting highlighting features of historic buildings; signage; safety or security lighting; Iow-voltage landscape lighting. Controls, Switching, and Wiring: [] 4. Independent controls for each space (switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously i[luminated. Lighting in stairways or corridors that are elements of the means of egress. [] 5. Master switch at entry to hotel/motel guest room. [] 6. Individual dwelling units separately metered. [] 7. Each space provided with a manual control to provide uniform light reduction by at least 50%. Exceptions: Only one luminaire in space; Project Title: Sparkling Pointe Winery Report date: 07/24/08 Data filename: C:\Office files\Common Documents~ACTIVE PROJECTS\Sparkling Pointa\sparkling peinta energy.cck Page 3 of 8 An occupant-sensing device controls the area; The area is a corridor, storeroom, restroom, public lobby or guest room; Areas that use less than 0.6 Watts/sq.ff. ~1 8. Automatic lighting shutoff control in buildings larger than 5,000 sq.ff. Exceptions: Areas with only one luminaire, corridors, storerooms, restrooms, or public lobbies. [] 9. Photocell/astronomical time switch on extedor lights. Exceptions: Lighting intended for 24 hour use. [] 10.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. [] 11.Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2. Section 4: 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 li~ting system has been designed to rm~et the 2007 New York EnergyRequirements C hecklist.C°nservati°n Construction CodeT~~~/~~~requirements in COMcheck Versi--3.5.3 and to ly with the mandatory requirements in the ~ ~n~ .'Titl~"~''~+~" - ,~r~a 'r~/,,~ ~ Date/ Project Title: Sparkling Pointe Winery Report date: 07/24/08 Data filename: C:\Office files\Common Documents~ACTIVE PROJECTS\Sparkling Pointe\sparkling pointe energy.cck Page 4 of 8 COMcheck Software Version 3.5.3 Interior Lighting Application Worksheet 2007 New York Energy Conservation Construction Code Report Date: Data filename: C:\Office files\Common Documents~ACTIVE PROJECTS\Sparkling Pointa\sparkling pointe energy.cck Section 1: Allowed Lighting Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts I ft2 (a x C) Corridor, Restrcom, Support Area Exhibition Hall Office Industrial Work, >= 20 tt Ceiling Height Retail Sales, Wholesale Showroom 925 0.9 832 2778 1.3 3611 530 1.1 583 1461 1.7 2484 1029 1.7 1749 Section 2: Proposed Lighting Power Calculation A Fixture ID: Description I Lamp I Wattage Per Lamp I Ballast Total Allowed Watts = 9260 B C D E Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Corridor, Restroom, Support Area (925 sq,fl.) Incandescent 1: HALO 4" / Incandescent 75W Incandescent 2: HALO 6" / Incandescent 150W Compact Fluorescent 1: lx4 Surface Box / Spiral 23W / Electronic Compact Fluorescent 2:2x4 Surface Box / Twin Tube 24/26/27W / Electronic Incandescent 3: A / Incandescent 75W Exhibition Hall (2778 sq.ft.) Incandescent 4: HALO 6" / Incandescent 150W Incandescent 5: Monopoint / Incandescent 100W Incandescent 6: HALO 4"-LV / Incandescent 35W Incandescent 7: A / Incandescent 75W Incandescent 8: Track -LV / Incandescent 35W Office (530 sq.ft.) Incandescent 9: A / Incandescent 75W Industrial Work, >= 20 ff Ceiling Height (1461 sq.ff.) HiD 1: Low Bay / Metal Halide 250W / Electronic Incandescent 10: Track-LV / Incandescent 35W incandescent 11: HALO 6" / Incandescent 150W Retail Sa~es, Wholesale Showroom (1029 sq.ft.) Incandescent 12: HALO 4" / Incandescent 75W Incandescent 13: Monopoint/incandescent 100W Incandescent 14: A / Incandescent 75W Incandescent 15: HALO 6" / Incandescent 150W Incandescent 16: Track -LV / Incandescent 100W 1 8 75 600 1 3 150 450 1 3 23 69 2 4 54 216 1 2 75 150 I 6 150 900 I 2 100 200 1 7 35 245 1 12 75 900 I 2 35 70 1 7, 75 525 1 3 250 750 1 2 35 70 1 11 150 1650 1 8 75 600 1 2 100 200 1 6 75 450 1 6 150 900 1 1 100 100 Total Proposed Watts = 9045 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Proposed Watts is greater than or equal to zero, the building complies, Total Allowed Watts = 9260 Project Title: Sparkling Pointe Winery Report date: 07/24/08 Data filename: C:~Office files\Common Documenta~ACTIVE PROJECTS\Sparkling Pointe\sparkling pointe energy.cck Page 5 of 8 Total Proposed Watts = 9045 Project Compliance: 215 Project Title: Sparkling Pointe WinePJ Report date: 07/24/08 Data filename: C:\Office files\Common Documents~,CTIVE PROJECTS\Sparkling Pointe\sparkling pointe energy.cck Page 6 of 8 COMcheck Software Version 3.5.3 Mechanical Compliance Certificate 2007 New York Energy Conservation Construction Code Report Date: 07~24~08 Data filename: C:\Office files~Common Documents~ACTIVE PROJECTS\Sparkling Pointe~sparkling pointe energy.cck Section 1: Project Information Project Type: Addition Project Tit~e: Sparkling Pointe Winery Construction Site: 39750 CR 48 Southold, NY 11971 Owner/Agent: Thomas & Cynthia Rosicki Sparkling Pointe, LLC Designer/Contractor: Nancy Steelman Samuels & Steelman Architects 25235 Main Road Cutchogue, NY 11935 631-734-6405 Section 2: General Information Building Location (for weather data): Suffolk, New York Climate Zone: 11b Heating Degree Days (base 65 degrees F): 5750 Cooling Degree Days (base 65 degrees F): 715 Section 3: Mechanical Systems List ~}uantitv _System Twe & Descriotion HVAC System 1: Heating: Central Furnace, Propane / Cooling: Hydronic Coil, Capacity >=90 - <135 kBtu/h, Evaporatively Cooled Condenser / Multiple-Zone Section 4: Requirements Checklist Requirements Specific To: HVAC System 1: ~1 1. Newly purchased heating equipment meets the heating efficiency requirements [] 2. Minimum one temperature control device per zone [] 3~ Balancing and pressure test connections on all hydronic terminal devices [] 4. Integrated air economizer required [] 5. Systems serving more than one zone must be VAV systems [] 6. Controls capable of resetting supply air temp (SAT) by 25% of SAT-room temp difference Generic Requirements: Must be met by all systems to which the requirement is applicable: [] 1. Load calculations per 2001 ASHRAE Fundamentals [] 2. Plant equipment and system capacity no greater than needed to meet loads - Exception: Standby equipment automatically off when primary system is operating - Exception: Multiple units controlled to sequence operation as a function of load [] 3. Minimum one temperature control device per system ~1 4. Minimum one humidity control device per installed humidification/dehumidification system ~1 5. Thermostatic controls has 5 degrees F deadband - Exception: Thermostats requiring manual changeover between heating and cooling ~1 6. Automatic Controls: Setback to 55 degrees F (heat) and 85 degrees F (cool); 7-day dock, 2-hour occupant override, 10-hour backup - Exception: Continuously operating zones Project Title: Sparkling Pointe Winery Report date: 07/24/08 Data filename: C:\Office files\Common Documents~ACTIVE PROJECTS\Sparkling Pointe\sparkling pointe energy.cck Page 7 of 8 - Exception: 2 kW demand or less, submit calculations [] 7. Automatic shut-off dampers on exhaust systems and supply systems with airflow >3,000 cfm [] 8. Outside-air source for ventilation; system capable of reducing OSA to required minimum E] 9. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-6 insulation between ducts and the building exterior when ducts are part of a building assembly - Exception: Ducts located within equipment - Exception: Ducts with interior and exterior temperature difference not exceeding 15 degrees F. [] 10.Ducts sealed - longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 181B tapes and mastics Exception: Continuously welded and iocking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification [] 11. Mechanical fasteners and sealants used to connect ducts and air distribution equipment ~1 12. Hot water pipe insulation: 1 in. for pipes <=1.5 in. and 2 in. for pipes >1.5 in. Chilled water/refrigerantJbrine pipe insulation: 1 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: Piping within HVAC equipment Exception: Fluid temperatures between 55 and 105 degrees F Exception: Fluid not heated or cooled Exception: Runouts <4 ff in length [] 13.Operation and maintenance manual provided to building owner [] 14.Balancing devices provided in accordance with 603.15 of Mechanical Code for New York State ~1 15.Stair and elevator shaft vents are equipped with motorized dampers [] 16.Three-pipe systems not used Section 5: Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consisten~ with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2007 New Y~ork ~ne~y.~o~n~s_e.,~.,~_tlon Construction Code requirements in COMcheckV ion 3.5.3 and t ply with e mandatory requirements in the ~ame _'Title~~ ' ~nat~r~ ~ Dale'/ Project Title: Sparkling Pointe Winery Report date: 07/24/08 Data filename: C:\Office files\Common Documents~ACTIVE PROJECTS\Sparkling Pointe\sparkling peinte energy.cck Page 8 of 8 {PSI) 498.3 4 20.0 .... 22~4 - - - $ 20.0 K= 5.60 22.1 26.3 ~ 20.0 K- 5.60 i~.~ ~4.~ 8 20.0 K- 5.60 20.7 25.5 9 20.0 .... 22,6 - - - 10 20.0 - - - ? 23.1 - ? ? 11 ~0.0 ~(- 5.60 18.8 24.3 13 20.0 I(- 5.60 2t.0 25.6 14 20.0 .... 23.0 - - - 15 20.0 .... 31.8 - - - I',A 20.0 .... 29.8 - - - ~,~; ~0~0 .... 32.2 - - - 17 5.0 .... 42.'t ~ - - 18 3.0 .... 43.8 - - - 19 10.0 .... 41.6 - - - PIPE TAG {}(GPM) DZA (IN) LENG~ END ELEV. t/OZ. PT DISC. VEL(FPS} HW(C} (FT) S~, ~ODES I~) (K) (~S~) iGC) ~/~ {~sI) 2 20.0 5.6 18.7 24.2 0.032 ~ 12.00 Pv 2 20.0 S.6 18.7 24.2 7.6 100 ~ .... PE 0.0 3 20.0 5.6 19.6 24.8 0.115 TL 7.25 PV ~ 20.0 0,0 22.4 0.0 0.248 ~ 11.37 ~1~: 4 26.3 1.610 PL 1.50 PF 0.3 5 20.0 5,6 22.1 26.3 0.039 TL 7.20 Pv 7 20.0 5.6 19.3 24.6 7.7 ~00 ~G .... 8 20.0 5.6 20.7 25.5 0.119 ~ 12.00 12 20.0 5.6 19.2 2~.5 0.032 TL 12.00 Pipe: 10 -74.5 1.610 ~ 2.00 PF 2.0 4 20,0 0.0 22.4 0.~ ~.8 100 ~G .... lO 20.0 0.0 23.1 O.0 2,9 lO0 ~G K PE 0.0 14 20.0 0,0 23.0 0.0 0.00B TL 20.50 PV P~pe~ 14A -248.3 4.260 ~ 60.00 PF 2.0 ~6 20.0 0.0 32.2 0.0 0.021 ~ 20.70 ~pe: 16 -248.3 4.260 gL 125.00 PF 3.9 16 20.0 0.0 32.2 0.0 5,6 100 ~G 532K PE 6.5 p;[PE TAG ~ (GP~) DIA (IN) LENGTH PRESS. Pipe: 17 -248,3 4.260 PL 2.00 PF 0.3 Pipe: 18 -248.3 4.260 FL 17.00 Pr 0.8 18 3.0 0.0 43.8 0.0 5.6 120 FTG 4J PE -3.0 Pipe: 19 -248.3 4.095 PL 200.00 Pr 2.9 19 10,0 0.0 41.6 0.0 6.0 140 ffTG T2L PE 4.3 20 0.0 SRCE 48.8 (~/A) 0.014 TL 214.00 P~ {1) C&lculetione were performed by the ~d~SS 7.9 co=purer progra~ (4) PIP~ FITTINGS TABLE PAGE: B ~ATgRIAL: ?/W H~C; 120 Diameter Equivalent Pitting l~ngths in Peet GV45 GV90 G~Tee LTgO ~fl ~800Ch ~f~k 4,260 13.20 26.30 29.00 15.60 29.00 13,20 29.00 2.60 5.30 4.60 9.20 21.10 7,90 7.50 23.70 0.00 4.095 1.610 T/W HWC: 100 Tee hlrv1 BfyV1 ChkV1 OryVl F~20Ch Gatv! 45Ei1 80.0 70.0 60.0 50,0 40.0 30.0 20,0 -14.7 I I I I I I I ,I 400 600 $00 lOOO ].200 ].400 :1600 1800 2000 NORTH ROAD COUNTY ROAD EL SURVEY OF DESCRIBED PROPERTY SITUATE SOUTNOLD, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SURVEYED FOR; SPARKLING POINTE VILLAGE OF GREENRORT PLANTED VINEYA~ IRRIGATION AND ELECTRIC FACILITIES HUBBARD FOUND MON PLANTED VINEYARD WITH pANEL IRRIGATION AND ELECTRIC FACILITIES NOTE DZUGAS-SMITB REPUTED OWNER SURVEYED BY STANLEY d. ISAKSEN, JR. P.O. BOX 294 NEW SUzF~'EOLK. N.Y. 17956 FOUND RR MON, , ('RAIL DRIVEN VC~TICALL¥)z/.,NyS L~c Ro 4g/,~7Z 06R1527R6 VILLAGE OF GREENPORT NORTH ROAD COUNTY ROAD 48 LINE POLEO PLANTED BLDG (U.C.) VINEYARD WITH IRRIGATION AND ELECTRIC FACILITIES ~,10 -0 7-oood-'~ PLANTED VINEYARD WITH IRRIGATION AND ELECTRIC FACILITIES 4ZZ o4 o DESCRIBED PROPERTY SOU't'HOLD, TOWN OF' SOUTHOLD SUFFOLK COUNTY, N.Y. SURVEYED FOR: SPARKLING POINTE TM~ 1D00-059-?0-001 GUARANTEED TO. THRESHOLD LAND, INC THRESHOLD ~?LUE, LLC FIDELITY NATIONAL TITLE INS CO POOLS NOTE: HUBBARD DZUGAIS -SM/TH REPUTED OWNER SURVEYED RY STANLEY J. ISAKSEN, JR. P O, BOX 294 NEW SUFF//OLK. N,Y 11956 ..M'gYS Lic/"No."' 4g 2~3 06R1527R7 28.07 32.09 ~~x ~ ~EXISTIN~ CATGH BASIN, ALL DRaINagE 5TRUCllJf~E~ TO ~E CLEANED AT T~ CO~ION OF ~O~TION OP THE HIgH LINE POLE t~:~/1~:;~ FULL ~ 0 HYDRANT V,N-VE NOT EI~L=R'' PUSLIC ~TER LINE ~I~N T~P 2"DIA, 54" E~ELOY~ ~DE EXIST PAf~KIN~ CATCH OIL A~ ~ASlN BLUESTONE 5L~P~IN~ POLE ~TONE ~t~JJDHIN~/L.OADIN~ - _25'-2" -I- ,.~!L, (I) 1,200 e,.~-, ~ FT PlA x 4 t=T LD (I) IO FT DIA x IO FT HT (LP) LE~HIN~ POOL (I) IO PT DIA x IO PT HT (EXP) EXPANSION POOL DIA. X q r. HT. '~T (EX'P) ex 33.3 ex NOTE = SEE ~HEET #2 FO~, OVERALL .~11~ PLAN PARTIAL SITE PLAN 1" [] 20'-0" Suffolk County Deptu Lucent of Health Services Approval for Construction-Other Than Single F~mlty P,~ference No.(~J0 ~0 ~ -~70~ Design Flow/,S& ~ ~-- County Department of Health Services standoFds, relating to water e~ply and ~ewage dispoeaL Regardless of any omissions, incormhtencie~ or lack of ~etal], construction is required to be in accordance with the attoehed permit condJtiOnl al~d applicable standards, unless specifically waimiby the Department. This appr~al expires 3 ~trs '~'om t~ ~ unless e[tam]~t c /0 Approvnl lhte ~vi~e,' TEST HOLE BY MARK McDONALD GEOSClENCE NO SCALE SOUTHOLD, NEW YORK 1197~ TEST HOLE DATA (5/29/07) 1FT. DARK BROWN SILTY LOAM OL 21 FT. BROWN SILTY SAND SM PALE BROWN FINE SP TO MEDIUM SAND SITE DATA SCTM # 1000-59-I0-1 PROPERTY: ADDRESS OWNER: SITE: ZONING: 39750 CR 48 SOUTHOLD, NY 11971 THOMAS P. ROSICKI CYNTHIA ROSICKI (SPARKLING POINTE, LLC) 526,560 SQ. FT. = t2.088 AC A-C SURVEYOR: STANLEY J. ISAKSEN, JR PO BOX 294 NEW SUFFOLK, NY 11956 LICENSE # 49273 DATED t8 AUGUST 2006 REVISED: 7~30~07 8115/07 8130/07 LU DRAWN BY: NS & UT CHECKED BY: NS DATE: 7118/07 SCALE: 1" = 30'4)" SHEET TITLE: SITE UTILITIES PLAN SHEET NO: DRAINAGE CALCULATIONS: SANITARY CALCULATIONS ROOF AREA OF NEW WINERY I. ALLOWA LE DENSI DRY ~,LL AREA X RAINFALL X RUNOFF FACTOR TOTAL ACERAGE: 2.010 AC.R. ES (NON PLANTED VINEYARD) ZONING (DW) A 7877SF. X (2/12FT,} X 1.0=I,313CU. FT. HYDROGEOLOGICALZONE. ZONEIV FARM SEE ENLARGED SITE LB USE: (2) 8' DIAMETER x 5', HIGH POOLS WATER SUPPLY: P,U. BMC WATER ~ S~' (6) 8' DIAMETER x 4 HIGH POOLS (1} 8' X 10' STORM DRAIN RING = 422.5 CU. FT. ALLOWABLE DENSITY. 2.0t0 Acres x 600 GPD. = t,206 GPD. ZONING 161 8' X 4' STORM DRAIN RING = 1~013.4 CU. FT. SITE DENSITY CALCULATION FARM AC RESIDENCE 1,435.9 CU. FT. WINERY: ~P_ BO_Vi D.E D_ j~cj~' 1. TASTING ROOM (5 GPD/Occupant) ~~ ~O RESIDENCE ~ t,435.9 CU. FT. > 5 GPD X 91 Occupants = 455 GPD PARKING AREAS 2. OFFICE SPACE (0.06 GPDISF) DRY ,W,,~,LL AREA X RAINFALL X RUNOFF FACTOR 0.06 GPD X 804 SF = 48.2 GPD (DW) B 5,852 SF. X (2112 FT.) X 0.9 = 878 CU. FT. 3. WINE PRODUCTION (0.04 GPDISF) USE: (2) 10 DIAMETER x 7' HIGH POOL 0.04 GPD X 5,203 SF = 208.1 GPD ~'~ (~ (2) t0' X 7' STORM DRAIN RING = 958 CU. FT. 4. RETAIL (0.03 GPDISF) EB.Q.VJD~cD. REQUIRED 0.03 GPD X 979 SF = 29.4 GPD 958 CU. FT. > 878 CU. FT. / ~- ~-~ DRY WELL AREA RAINFALL X RUNOFF FACTOR TOTAL SITE DENSITY FLOW = '/40.7 GPD (DW) "C" 4,152 SF. Xx (2112 FT.) X 0.9 = 623 CU. FT. PRaT NOT OVER DENSITY Z~NING ~..'~. ~.'~ VACANT USE: (1) 8' DIAMETER X 6' HIGH POOL USE: (2) 8' DIAMETER x 8' HIGH POOL (1) 8' X 6' STORM DRAIN RING = 253 CU. FT. II. SANITARY DESIGN SUmRESS~ ' .(2). 8' X 8' STORM DRAIN RING = 676929 CU.cu. FT.FT. SEWAGEwiNERy:DESIGN FLOW: RESIDENCE ~ REQUIRED 1. TASTING ROOM (5 GPD+ 2.5 GPD/Occupan0 929 CU. FT. > 623 CU. FT. 7,5 GPD X 91 Occupants = 682,5 GPD DRY,W,A~L ^.EA X RA,.FAL' x RU.OFFFACTO. 2. OFFICESP^CE(0.0OGP?SFI ~--~ ~~//Z~.O // (DW) D 5,746 SF. X (2112 F.T.) X 0.9 = 862 CU. FT. 0.06 GPO X 804 SF - 48.2 GPD '"'"' USE: (2) ,1,0' DIAMETER x 7 HIGH POOL 3. WINE PRODUCTION (0.04 GPDISF) (2) 10'X 7 STORM DRAIN RING= 958 CU. FT. 0'04 GPD X 5,203 SF = 208't GPD 958 CU. FT. > 862 CU. FT. 0.03 GPD X 979 SF = 29.4 GPD DRY ,W,,.E,,LL AREA X RAINFALL X RUNOFF FACTOR SEWAGE FLOW = 968.42GPD (DW) E 5,320 S.F,. X (2112 F.,T.) X 0.9 = 798 CU, FT. TOTAL SITE SEWAGE FLOW = 968.2 GPD USE:,(2) 1,0, DIAMETER x 6 HIGH POOL SANITARY SYSTEM REQUIREMENTS ~ // [] (1) t0 X12 STORM DRAIN RING= 821CU. FT. SEPTICSYSTEM-96~B:2GPD ~ ~ RESlDENC~ 82t~CU. FT. > 798REQUIREDcu. FT. 1 .SEPTIC TANK !ST). 968.2 GPD x 2 DAY FLOW = 1,936.4 GAL ~/ / G DRY ,W..E. LL AREA X RAINFALL X RUNOFF FACTOR USE MINIMUM. 2,000 GAL SEPTIC TANK (10 FT DIA x 4 FT LO) ~ PUBLICW~LFIELD& (DW) F 7,J21SF, X (2112FT.) X 0.9=I068CU. FT. 2.GREASETRAP(GT) ~ PUMPINGSTATION USE:,(2) ! 0' DIAMETER x 8' HIGH POOL USE MINIMUM: (8 FT DIA x 5 FT LD) , X8 STORM DRAIN RING = 1094CU. FT. 3.LEACHINGPOOLS(LP).968.211.5S.FJGPD=645.5SF ~ ~ / (2) 1o .P_EO_VJDE~ REQUIRED USE MINIMUM ( 3 - 8 FT. DIA. X 9 FT. HT.) 1094 CU, FT. > 1068 CU. FT. EFFECTIVE DEPTH ( 3 - 8 FT. DIA. X 8,67 FT. HT.) = 650.25 S.F. PLUS 50% EXPANSION (EXP): 2 - 8 FT DIA x 0 FT HT III, WASTE WATER PROCESSING ~ ~R/kDE LINE ELEVATI,ON + 55,0 PT. NEW PRODUCTION AREA FF EL ~e.o ~-/ I' HIN- 2 HA0(. WASH DOWN OF WINE MAKING EQUIPMENT 395 GPD ~''-- /~'*'~' ' TOTAL WASTE WATER PROCESSING 395 GPD ~~,/~[ ~lV~T~..~ ' ~1, ~A~(~C..OHLN ~iO ~p. Tp, p:::. . . . WASTE WATER PROCESSING REQUIREMENTS: --(1) 1,200 GAL ~ WASTE WATER SYSTEM 395 GPD 1.SETTLEMENT TANK: 395 GPD x 2 DAYS FLOW = 790 GAL SETTLEMENT TANK (STL) (8 FT DIA x 4 FT LD) 2,LEACHING POOLS 395 GPD I t.5 SF I GPD = 263 SF USE 10 FT DIA x t0 FT HT POOL (LP) = EFFECTIVE DEPTH (t0 FT. DIA. X 9.67 FT. HT.) 303,6 S.F. PLUS 50% EXPANSION (EXP): 10 FT DIA x 19 IFT HT WASTE WATER PROFILE FOR WINERY SYSTEM #2, NO SCALE / / / / / ZONING AC ZONING AC: VACANT I~= EL 54.0 IR. +51.~4 E, Ie. ADE ~.5 FT. I' HIN- =' HAX. I/4"/FT. I/~,".~T. e~;e ~.1 ~T. 5EPTIC TANi( 1/4"/FT. · .- IR. +S2.O2 SEPTIC PROFILE FOR WINERY SYSTEM #1, NO SCALE TYPICAL LEACHING POOL DETAIL SEPTIC SYSTEM , (o SEPTIC TANK - 2000 GALLON N.T.S. SEPTIC SYSTEM GREASE TRAP ..T.S. SEPTIC SYSTEM ZONING TYPICAL LEACHING POOL DETAIL al.oI SETTLEMENT TANK - 1200 GALLON aT.S. WASTE WATER SYSTEM AC Suffolk County Department of Health Se~"v/ces Approval for Construction-Other Than Sb~§le F. mHy lnfo~n~nce with Suffolk: ~ standards, relating to water: County DepafREent of Health supply and sewage disposal. Regardless of any omissions, /nco~shtencies or lack of &tail, constmcQon is required to be in accor~auce with the attached permit cond/tlon8 an~ appl/cable standartls, unless specifically waived by the Department. This approval expires ii years ~ the app~o~ da~, unless extended Approval Date -- Re~ewer WASTE WATE~ SYSTEM REVISIONS: 7130/07 8/t5107 8130/07 CHECKED BY: NS DATE: 7118107 SCALE: 1" = 100'~]" SHEET TITLE: OVERALL SITE PLAN DETAILS CALCULATIONS SHEET NO: 3 VENT A.~ t~Ed~III~E~ Bt' LOC, AL : FC~N~ATION ~IALL ~"" VENT THRU RO~I= I~.Ill HINIHUH. LINE 4'"X~'" G.I. HOUE~ 'TI~P ,/ ~/'--- ~" 'vENT THt~IJ I~1= 12" l,,flNIl,~. 1:2" MINIMUM IN~TALLIE~ AS P~-~ C, ODE. L///--- ~," VENT THt~JJ t~3OF 12" MINIt"IUH. I i LIf=~--~ TA~TIN~ I ~ O~I~E TOIL~i ~:::~OH i~AR AI~EA 1 EHPLOYEE LAB/OPFIC, E BY LOC, AL CODE PLUMBING RISER DIAGRAM NTS FINAL DRAWING I.Ul I-..I NS :}ATE: JULY t4, 2008 SCALE: N .T.S. ~HEET TITLE: PLUMBING RISER DIAGRAM ~HEET NO: 31 ~ '"'INDICATES SPRINKLERS ABOVE,, -INDICATES SPRINKLERS ABOVE Bill aa BELOW CEILINGS 4 RISER aa BELOW CEILINGS I!11 . ~ ~ ~ ~ ~-- us FRo~ XIST. CONCRETE SLAB T ~ ~O~A~ I~ ~ ~ ~ ~ / ~ * ~ - ' 12-4" CLEAR ~ ,. ~ & ~ ~ -- -- ~[~ U~ ~ I ~ ,,1 ~ 1_ , D ~ 1 ~ ~'~ II II-; ~ - ~ · ~ ~ ~ z ~ II . -- 4~~ % _ _~ ,, '= ........... ~- ........... ;-4 ~~ -- ELEVATOR"P O ~ _ ~xnql ~ /-u'. ~,I1 ~-".- - . ~ x ~ ~ ~ ~, ~¢ _,___.__ . ~ co,~,c~,,, ~~,~o~.~ /- _ ....... ~ ....... ~ ~ I ~NK AN~ ~AR~. / -- & / Itl IIII OPEN ~ ~ ~ ~ ' TANK AND RREL _ IIIII ~ ,~uCw GENERAL NOTES - - ~ ', ~ ' . IIIII ~" x ~/~'~ ;~ I~1 · DENOTES DISTANCE OO~ FROM TOP OF S~EL JOIST TO CENTERUNE OF PIPEReducer ~_ ~_ Ill DENOES H~RAULIC CALCU~qON REFERENCE POINT . I, / _ 1.) SCOPE OF WORN TO INCLUDE COMPLETE FIRE SPRINKLER SYS%M AS SHO~ 2.~ ~ESE DRAWINGS ARE DESIGN? PER ALL APPLICABLE STANDARDS A CODES ~ 2 ~ ~" ~/~. , o ows:, - 5.) ALL NEW WORK TO BE ~S~D AT 200psi FOR 2 HOURS ~ RELOCA~ON ~E WOR~ AT S~, PRESSURE L_ ~ - ~¢~!:~:~¢ To O~'L,'~ %) ALL PIPING SHALL DRAIN PER NFPA ~13 2007 EDISON ~ ~ I *,SEM, L, fl/ %%% IO.) SPARE SPRINKLERS ~ BE PROVIDED AT FIRE SPRINKLER RISER/~ · , ~ ~ ~ A QTI NI ~ ~ ~N ~ ~ I ~ ~ 11.) ALL MATERIALS SHALL BE APPRO~D FOR FIRE SPRINKLER USE 12.) SI~NS TO ,E PRO~DED AS PERN~A,I~2007 EDISON i / li) SUPER'SED VALVES ~ ~OW S'TOHES WILL BE INSTATED BYREL/ACLE ~**,~* W S P R I N K L E R PI PI N C ER 14.) SPRINKLERS ARE NOT CENTER OF qE . I MODEL O4A CONCEALED SPRtNKL APPROVALS SYSTEM INFO HYDRAULIC DESlCN DATA SPRINKLERS ~*"~' BQ FIRE PR~OTECTION DENSi~ BE~IBN IE~A~B INSIDE OUT~I~E ~OF TOTALSySTEMRESylREMENT8 ~YMI Q~. )RIENTATIONI SPKFINISH ~EMP (-FACT NPT 8IN ~NUFACT. MODEL~ RESPONSE ESCUTCHEON/SPRINKLERNOTE 1/8"1'-0" ~ OUT ~ IN ~ ~ AT~O~E ~ 129 PENDENT WHITE 165' 5.6 ~12" R~IB RELIABLE 64A QUICK OONC~LEB ~WN BY: 3905 OLE JULE LANE B OUT__ IN -- ~ ~ASEMENT U~HT 0~ ~S00 ~,~ 0 100 2~ 7~,4 ~,8 SOU~C~ JET MATTITUCK, NY B OUT__ ~N __ NICET ~V 0~5470 SPARKLING POINTE WINERY REVISIONS 4 2 81DEWALL CH~OME 1~5 5,8 1~" R~1~5 RELIABLE CFR QUlOK ~A 6ONTBOTWITH: ROUTE 48, FP 1 OF 2 NO. BATE BY REVISION DESCRIPTION CONTRACT NO, ~.~ ~O.~.T~O.' SOUTHOLB, NY BASEMENT FIRE SPRINKLER T~T~OC*~rO.'ST~EETFtO~T ~SOWA ~ST.A~ 178 TOTALSPRINKLEflS/NOALESTfl188HEET 4-10-09 0 FP 1 OF 2 I 1" OUTLET GENERAL NOTES I ""-hJ!l!k ar- I * DENOTES DISTANCE DOWN FROM TOP OF STEEL JOIST TO OENTERLINE OF PIPE ' + DENOTES DISTANCE UP FROM FINISHED FLOOR TO CENTERLINE OF PIPE ~ DENOTES HYDRAULIC CALCULATION REFERENCE POINT 1. x ~/2"~ ~ ¢ 4" TO SPRINKLERS ; 1,) SCOPE OF WORK TO INCLUDE COMPLETE FIRE SPRINKLER SYSTEM AS SHOWN Reducer "~,__~__ 5)27 THESE DRAWINGS ARE DESIGNED PER ALL APPLICABLE STANDARDS & CODES (]) 1" FROM LOW POINT SEAMLESS SCHEDULE kO BLACK STEEL k : ~ i _ RISER MDT AIR COMPRESSOR PIPING TO BE AS FOLLOWS: 1" i 4.) FITTINGS TO BE: SCREWED, GROOVED, MECHANICAL, FLANGED OR WELDED EQUIVALENT CAPACITY 5.) ALL NEW WORK TO BE TESTED AT 200psi FOR 2 HOURS & RELOCATION TYPE WORK AT SYSTEM PRESSUREI I ~ I CE/L/ND HOLE ' 6.) ALL HANGERS, PIPING&ASSOCIATED MATERIALS TO MEET REQUIREMENTS OF NFPA #15 2007 EDITION SPR/NKLERAssEMBLY CUP~-~..~V-~~'23/8" D/A.' ! ~ T:t~4" DRY PIPE VALVE (~) DRUM1. WALLDR'PPLATE ~-- 7.) ALL PIPING SHALL DRAIN PER NFPA #15 2007 EDITION~-~ 25/8"FACE OF E/mHD TO DE/UND I II=ral-Z111~ ~~-%- ! ® r' ,~5 deg. GALV. ELBOW : 8.) ALL CONTROL VALVES SHALL BE SUPERVISED ~ D/MENS/ON MAX, !u~.~ 10.) SPARE SPRINKLERS WILL BE PROVIDED AT FIRE SPRINKLER RISER Ex ] '~--PUSH-ON/THREAD-OFF I ,"'FLAT COVER /:LATE 4" OS&Y VALVE 11.) ALL MATERIALS SHALL BE APPROVED FOR FIRE SPRINKLER USE --- ,,~ I ' GaN. 12,) SIGNS TO BE PROVIDED AS PER NFPA #15 2007 EDITION,.. -$~:,,,,,,,,' ~ =.;,,,,,~,,.~ ___ \ 150 SUPERVISED VALVES & FLOW SWITCHES WILL BE INSTALLED BY ~ ..................... ;-~ ...... ~' 6 _~ 14.) SPRINKLERS ARE NOT CENTER OF TILE ~/2" MAX COVER ~ 3 5/16" DIA, ADJUSTMENT I i AUXILIARY DRAIN , FFEL/ABLE %P/~//V/(LER : 4" UNDERGROUND SUPPLY FOR DRY PIPE SYSTEMS MODEL ~4A CONCEALED SPR/NKLER I ' ~ i ~ BRANCH LINE WITH INSPECTORS TEST SIGN UNDERGROUND (~) 1" WALL PLATE%- ~ RPZ IN SUPPLY (~) 1" 45 deg. GALV. ELBOW HOmOX~ I~) SMOOTH BORE CORROSION __:~ ~]~: ~ CONN, RESISTANT OUTLET GIVING FLOW ] - EQUIVALENT TO ONE SPRINKLER TEMPORARY CONNECTION ~ ~ I 1 X 0-10 NIPPLE ~ CEILING HBONT (~) 1" UNION ~ TYPICAL RETURN-BEND DETAIL i -- ON DRY SYSTEM PROPOSED ........ WINERY INSPECTORS TEST ~,R~t rEm ELEV. ~,~.0 / 5b.O basement elev. 26.0 FOR DRY PIPE SYSTEMS HYDRAULIC DESIGN DATA SPRINKLERS / N0771 ES SCALE. BQ FIRE F ~OTECTION RESPONSIBILITY APPROVALS SYSTEM INFO SYMBOLS DESIGN }ES^P~J NSIDE OUTSIDE #OF TOTALSYSTEMREQUIRAMENTS SYM, QTY, 3RIENTATION SPKFINISH TEMP, K-FACT NPT SIN MANUFACT MODEL# RESPONSE ESCUTCHEONISPRINKLERNOTE 1/8"1'-0' DENSIPf AREA LENOTP HOSE HOSE SPRINKLERS DRAWN ~v 3905 OLE JULE LANE WORKBY DESCRIPTIONOFWORK [] OUT IN SYS,#, 8YS,~TPE VA, CIk TTLSPK, SYSAREA '13" PIE~TOBOTfOMOFDECK DESIGN HAZAROCLASSIFIOATION GpM~SQFT -- -- 112-41 PIPE~TOFINISHEDFLOOR s~ ~T ~'CTO" 'LLOW ^~LOW FL(}WIN~ ~P~ "SI JET MATTITUCK, NY [] [] OUT__ IN -- [] [] OUT IN ~[~ WATERFLOWSWffCH CHECKED BY. JOBNAMEANDLOCATION, -- -- TAMPERSWITCH SPARKLING POINTE WINERY [] [] OUT__ IN .-- ~) HYDPAULICREFERENCEPOINT NICET IV 065470 ~l~11 BP~NCHL[NE/MAIN I~BEL CONTRACT WITH: I [] REVISIONS ~WELDEDPIPEL~EL ROUTE 48, [] NO. DATE BY REVISION DESCRIPTION -~ C~PITHR'DORGRV'D) SOUTHOLD, NY [] ® SYSTEM RISER CONTRACT NO, SHEET DESCRiPTiON [] + COUPLING(THR'DORG~D) BASEMENT FIRE SPRINKLER · ~- FLANGED CONNECTION [] -~- PIPEH^NgER T~TLOGA3-iON ~¥ ~EST.^,E 55 TOTAL SPRINKLERS / NOZZLES THIS SHEET 4-10-09 0 FP 2 Of 2 ~ / . .. , /LleHT OON~ASTINe ~ ~ ~ D~WN BY: NS & UT I I ~ ~ .... ~ CHECKED BY: NS SCTM ~ 1000~9-10-1 PROPERS: 39750 CR 48 DATE: August 7, 2007 ADDRESS SOUTHOLD, NY 11971 ,. OWNER: THOMAS P. ROSICKI SCALE: 1" = 30'~" OlDE ~A~ I SITE: 526,560 SQ. FT. = 12.088 AC I I I ZO,IN~: A-C ENLARGED SCALE: 1" = 20'-0" ' SURVEYOR: STANLEY& ISAKSEN, JR .O BOX =.4 SITE NEW SUFFOLK, NY 11956 PLAN % LICENSE ¢ 49273 PARKING CALCU ~TIONS DATED ~8 AUGUST 2006 / BUILDING: TOTAL: 17,189 S~. FT. RETAIL AR~ 837 SFI200 SFISPACE 4.1 SPACES AREA WINERY (foot print): OFFICE AR~ s~ SFII00 8FISPACE 8.1 SPACES 7,662 SQ. ~. SHEET NO: I~ TASTING ROOM 417o SFI200 SFISPACE 20.6 SPACES CRUSH PAD: 2,885 SQ. FT. PRODUCTION AR~ ~15 SFIS00 SF/SPACE 4.8 SPACES / LOT: 3.3% ACTUAL / 20% ~. ALLOWABLE ~ TOTAL PARING SPACES REQUIRED 4~.1 OR 41SPACE8 COVE~GE TOTAL PARKING PROVIDED 41 SPACES WI2 H.C PARKING: 22,558 SQ FT / 4.3 % LOT CO~GE ~NDSCAPING: 486,813 SQ FT I 92.5 % LOT COVE~GE HI~,H . 28.07 AN~ ~Xl' L 32.09 e~lEL · HIGH LINE T __ _ POLE j 'lC 5'r'~TEM ~ ~ BLUE~TONE -- ~ - ~-C) ~- ~ ~ ~m G TANK, ~ ~la x 5 ~ D I~ HIN ~LO~ (2) Pla x ~ FT HT ~) ex E I APPROVED BY PLANN NG BOARD TOWN C F SOUTHOLD DATE I/,~/07 : /HASTE HATER 5¥STEM ,.&.,,./~ 5¥STEM #2 ' OTL ;' ~ ~..~/ ',o.' .-. (I) I,~oo ~AL, · PT DIA x 4 FT LD T'E~T HOLE [ I I , ~x~ + ~ I / I/ , ,,~,, (I) I0 PT ~lA x I0 PT HT ,/~' -~ '-' LE~IN~ POOL PO~ , LP ~ (I) Io FT Pla x Io ~ HT PLAN ',._. E~ANSION POOL EL 33.3 PARTIAL SITE PLAN SCA[E: '1" = 20'-0" TEST HOLE .', MA.K.oDO.ALD -- GEOSClENCE NO SCALE SOUTHOLD, NEW YORK ~ 1971 TEST HOLE DATA (5~29107) 1FT. 3 FT. DARK BROWN SILTY LOAM OL BROWN SILTY SAND SM PALE BROWN FINE SP TO MEDIUM SAND SITE DATA SCTM # 1000-59-10-1 PROPERTY: ADDRESS OWNER: SITE: ZONING: 39750 CR 48 SOUTHOLD, NY 11971 THOMAS P. ROSICKI CYNTHIA ROSICKI (SPARKLING POINTE, LLC) 526,560 SQ. FT. = 12.088 AC A-C SURVEYOR: STANLEY J. ISAKSEN, JR PO BOX 294 NEW SUFFOLK, NY 11956 LICENSE # 49273 DATED 18 AUGUST 2006 TOWN PLANNING SUBMISSION SCDHS SUBMISSION REVISED: 7/30107 8115/07 8130/07 LU DATE: SCALE: 1" = 30'-0" SHEET TITLE: SITE UTILITIES PLAN SHEET NO: I REVISIONS: "r 7/30107 I 8/15107 8130107 DRAINAGE CALCULATIONS: SANITARY CALCULATIONS ROOF A.EA OF.EWW..E.Y I. ^LLOWABLE DE.S,~ ~ , z.~ C A.EA X . ,.FALL X .U.OFFFACTO. TOTA. ACE. GE.=..0AC.ESI.O.P'A"TEDV'"EYARD) (DW) A 7,S77SF. X (2/~.2FT.) X ~.O=%3~3CU. FT. HYO.OGEOLOGICALZONE:ZO.EIV ..aM SEE EN~RGEDSITE ~ USE: (2) 8' DIAMETER x 5 HIG~ POOLS ~=T~g eH=pLY' PU~H~ WATER (1) 8' ~6~ 0~ff~~P~CU- FT. ALC~ENS~: ~cres x 600 GPD. = 1,206 GPD. P~N SHEET ~1 -- ,~=, . ~ 1. TASTING ROOM (5 OPDIOccupant) ~ ~ ~ ~ ~ ~o ,ESlOE,CE nDv~t=~ ~a=~ v ~am=~ X RUNOFF FACTOR 2. OFFICE SPACE (0.06 GPDISF) DRYWELL AREA X ~INFALL X RUNOFF FACTOR TOTALSITEDENSI~FLOW=7~.TGPD } / V/ /,~~ ~ ff m ~ ~ ~ . ~ [ ~ Z USE~(2,.8'OIAMETERxS'HIGHPOOL [~ ~ ,LB c V//~~xc~ ~ ~ ~.,~ (2) 8 X 8 STORM D~IN RING = 676 CU. FT. SEWAGE DESIGN FLOW: 929 CU. FT. > 623 CU. FT. 7.5 GPD X 91 Occupants = 682.5 GPD p~,~L AR~ X ~INFALL X RUNOFF FACTOR 2. OFFICE SPACE (0.06 GPDISF) [u~l u 5,7~ SF. X (2112 FT.) X 0.9 = 862 CU. FT. 0.06 GPD X 804 SF = ~.2 GPD USE: (2) 10' DIAMETER x 7' HIGH POOL 3. WlN~I~_[0~ G~F!_- (2) 10' X 7" STORM D~IN RING = 958 CU, ~. U.U4 UPU X ~,ZU] ~h = xUUa ~Pu ~ REQUIRED 4. RETAIL (0.03 GPD/SF) 958 CU. FT. > 862 ~U. FT. 0.03 GPD X 979 8F = 29.4 GPD DRYWalL AREA X ~INFALL X RUNOFF FACTOR SEWAGE FLOW = 968.42GPD (DW) E 5,320 SF. X (2112 FT.) X 0.9 = 798 CU. FT. TOTAL SITE SEWAGE FLOW~ USE: (2) 1 ~' DIAMETER x 6" HIGH POOL SANITARY SYSTEM REQUIREMENTS (1) 10' X 12 STORM D~IN RING = 82t CU. FT. ~ REQUIRED SEPTIC SYSTEM - 968.2 GPD 821 CU. FT. > 798 CU. FT I.SEPTIC TANK (ST): 9~.2 GPD x 2 DAY FLOW = ~,936.4 GAL ~ DRYW[~L AREA X ~'NFALL X R~NOFFFACTOR USE MINIMUM: 2,000 GAL SEPTIC TANK (10 F'T DIA x 4 FT LD) ~ (DW) "F 7,12t CF.X (2112 FT.) X0.9 = 1~68 CU. FT. 2.GREASE T~P (GT) ~ ...... ~ REQUIRED USE MINIMUM ( 3 8 FT. DIA. X 9 FT. HT.) ~o ~[Y PO m ~o~cu.~T. . ~0SaCU. FT. EFFECT,VEOe,m(3-a~T.~,A. Xa.~FT.H'T.)=650.~SS.F. II ~ ~ ~ I ~ ~ ~ PCUS so% EXPA.S~O. (EXP). ;-~ FT m* x S FT HT ~ ~ ~ /' . III. WASTE WATER PROCESSING I/4"~T ~ ~ TOTAL WASTE WATER PROCESSING 395 GPD ~E. ;'O~' / '1 ~~ ,=:O~OOL ,t) 1,200 GAL SETTLEMENT TANK (STL) (8 FT DIA x 4 FT LD) N ~ : =~ ~ = ' ' ~~ USEIOFTDIAxJ0FTHTPOOL(LP) ~ / / / / ~II~TI~ [ , I , ' EFFECTIVE DEPTH (t0 FT. DI~.X9.67 FT. HT.,=303.6S.F. ~ J J " ' [! I I' i WASTEWATER PROFILE FORWINERY PLUSS0%~PANSION(EXP). t0FTDIAxt0FTHT ~ ~ ~ ~1 ~ ~' SYSTEM ~2, "O SCALE ~ ~ ~ / I / / ~ ~ ~ I I / ToWN OF soUTHOLD J I ~~, ~ ~ - ~ ~ · -- '-- -~ I DATE: AI~Gas'T ~7 ~ ~T I~ ~ ~ G~T I~ ~ ~ ~ SHEET TITLE: = ~ ~ OVE~LL , SITE P~N J ~ ~ '~ .~-~ ~ ~.l ~ ~ ~~ DETAILS - I I I I .... I I I I.... --~~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ .L,~~ ~ ~ --'--' ~J~'~ , ~: :ALCU~TION~ TYPICAL LEACHING POOL DETAIL SEPTIC TANK. 200~ GALLON ~EASE TI~P ~PICAL LEACHING POOL DETAIL SETTLEMENT TANK - ~2~ ~ALL~N · ,~,,=,,~,=~=,o,=~ TOWN PLANNING SUBMISSION I ".~.~. SEPTIC SYSTE~ ""'~' SEPTIC SYSTE~,.,.s. SEPTIC SYSTE~ SCDHS SUBMISSION y LA~N LA,tN · C *~ A · · A * · C " · A · · C ** Y~ALL HOUNTED FLOODLIGHTS, IO~O ~ I~IALL MOUN ~ bP RAMP' L I ~HTS, ~LKYIAY LIGHTS, !~50 L.UMEN,5 PARKING A~EA t~OLE L I GHT~, 6~OO LUMEN~ * A · 51GN UPLIGHTS, '/~lnl, I~E~'A Er/OB;, IIOO ~ PAC, ADE UPLIGHTS, ieEE UPLIGHTS, ~o~ BE~A '/~15, q~O LUMEN~ LAI~tN Ll~rl1~, .~'..C.A '/BIS TILL IO P'Pf, DOPI¢ LI~NI~,, ~,A ~II~P ON AE~ I~UIRI~ LAY',IN PARTIAL SITE LANDSCAPE & LIGHTING PLAN SCALE: 1" = 20'-0" TOWN PLANNING SUBMISSION REVISED September 6, 2007 UJ DRAWN BY: NS & UT CHECKED BY: NS DATE: August 7, 2007 SCALE: 1" = 30'-0" ;HEET TITLE: SITE & LIGHTING PLAN ~TO RETAIL TO PAf~I(-.IN~ 5TON~ O 0 T~.~TIN~ RC:)C:~I ~It-~ORT AREA TA~TIN~ RO0~ MAIN LEVEL FLOOR PLAN SCALE: 118" = 1'-0" OFFIGE AREA E~AL.GON'f' OPEN TO Pf~O~UC, TION E~LOI~ GRLPJ~IN~/LOADIN~ AREA BELO~ ID__DAApPP. OV~D BY PLANNING BOAR. D TOWN PLANNING SUBMISSION CHECKED BY: NS BATE: August 7, 2007 SCALE: 118"=1 '.0" SHEET TIll. E: MAIN LEVEL FLOOR PLAN SHEET NO: 5 TIt~N¢~ 1~.I~212LIN~ X LOWER LEVEL FLOOR PLAN SCALE: t/8" [] 1'-0" /% C,.RU~HI NG,/LOADIN~, AREA APPI~.OVEO B~'-- PLANNING BOAI~D TOWN PLANNING SUBMISSION LU CHECKED BY: NE DATE:AuGUSTT, 200? SHEET ITFLE: LOWER LEVEL FLOOR PLAN SHEET NO: 6 I I I I I I III I I I I I III I III '~ L~JL~_ll I III NEW ADDITION EXISTING BUILDING NORTH ELEVATION SCALE: t/8" = 1'-0" lilllil SOUTH ELEVATION SCALE: 1/8"= t'-0" BY '- APPROVED TOWN OF MATERIAL LEGEND EXTERIOR WALLS: SMOOTH STUCCO FINISH ROOF: ARCHITECTURAL ASPHALT SHINGLES LEAD COATED COPPER AT CURVED WINDOWS WIINDOWS/DOORS: ALUMINUM CLAD WINDOWS TRIM/CASING PAINTED WOOD TRIM CHIMNEY/TERRACE WALLS: DRY LAID STONE TERRACES: RANDOM BLUE STONE RAILINGS: COLOR COATED ALUMINUM PAINTED WOOD RAILING AT HC RAMP CONSTRUCTION CLASSIFICATION: TYPE 5A -WOOD FRAME CONSTRUCTION TOWN PLANNING SUBMISSION r~HECKED BY: NS DATE: AUGUST 7, 2007 SCALE: 11S"=l'-0" SHEET TITLE: NORTH & SOUTH ELEVATIONS SHEET NO: 7 Po~z~e EXISTING BUILDING WITH NEW ENTRY NEW ADDITION WEST ELEVATION SCALE: 1/8" = 1'-0" CRUSHING PAD BELOW ~MPBELOW EAST ELEVATION SCALE: 1/8" = 1'-0" APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD DATE MATERIAL LEGEND EXTERIOR WALLS: SMOOTH STUCCO FINISH ROOF: ARCHITECTURAL ASPHALT SHINGLES LEAD COATED COPPER AT CURVED WINDOWS WIINDOWS/DOORS: ALUMINUM CLAD WINDOWS TRIM/CASING PAINTED WOOD TRIM CHIMNEY/TERRACE WALLS: DRY LAID STONE TERRACES: RANDOM BLUE STONE RAILINGS: COLOR COATED ALUMINUM AT CRUSHING PAD PAINTED WOOD RAILING AT NC RAMP CONSTRUCTION CLASSIFICATION: TYPE 5A - WOOD FRAME CONSTRUCTION TOWN PLANNING SUBMISSION [U CHECKED BY: NS DATE: AUGUST ~2007 SCALE: 1~"=1'~" SHEET1TTLE: WEST & EAST ELEVATIONS SHEET NO: 8 NOF~TH HIgH LAI, IN NOt~.TH F~OA~ OOUNTh" i~.OAI2 46 COUNTY' LAPIN HIgH LINE POLE LIE~-i'r~, ~ · C e~, A · P~AL[. HOUN i bD P/OOD/I~HT~, LI~HT~, "/OR, -- EliZA ,=:~'1 HH ~ ~ ~rx~UII~iD · A · · C Y'~IALL MOUNTED t~AMP LI~HT~, · A · * C · I, flALL HOUNTED ~ ~ EP LI~HTe, C, EILIN~ t'4OUNTED I~OHN LIGHTS, POLE \ EXI~TIN~ \ ~:~f~IVEP~IA'Y I \ TOBE \ ~-~OV~ I=A~ADE UP TILL IO PH, 'r~PlC.,,~ LAPIN LI~ LAHN ~ I~A ~14l HH Till lO pr~ APPRO~~ED BY ~LA~NIN¢ ~OA~D ~ow. o~ ~-,o,~ ,~,,-,~/~ 9/°, ? * A C PARTIAL SITE LANDSCAPE & LIGHTING PLAN SCALE: 1" [] 20'-0" SI~N UPLI~HT~, ~Y~ BEE, A ~O5, 11OO ~ REVISED ..~ September 6, 2007. O ~C~ ~Y2g,~2007'~ © © ~o ~. u~ CHECKED BY: NS DATE: August 7, 2007 SCALE: 1" = 30'~" SHEET TITLE: SITE .ANDSCAPlN~ &LIGHTING PLAN SHEET NO: g, TOWN PLANNING SUBMISSION ~ I[11 '"INDICATES SPRINKLERS ABOVE., -INDICATES SPRINKLERS ABOVE ! IIii .. ~ ~ ~ ~ ~11111 &: BELOW CEILINGS 4Up FRoMRISERn\ & BELOW CEILINGS ill - - ,,.r,-. N I ~,BOVE 7 ~" ~ COMPACTED FILL ! : =~- - I OFFICE AREA , ~ ~ %~. ~ ~ ~ , , ~ ~1 ~ / *'-= -' - ........ .......... .... ........ 4" ---~ ~ ---- '~' ~~ ~ .... ~~==~ ~ II ~ ~ ~ I e~ ....... ~__ __? EM1 RY I I ~'~'~ ~ ~,,~ N ~ ~~.N~. ' : ~ ~ ~ .... ~__ ~___~__l~S .... ~' '~'~~ --'~-~~' ~' '~" '~' ~ ~~:--~ ~=- ~ r ~" --- ~; ~ Z $~ I II ' , TASTING RO~I j O _ IIl~~=~ ~ u~ ~,~; "~' -ZSTORAGE'; ' ~ ~= ~b.i I~, - o,,,c~,.. ~' __.~E ~;~~ . .... .....'" ~ _~v ~.~,,~ ~ u LO~R .As~.~.T °°" ~ I IlIOOMI[~1 ---~ ~ ~ " III -~ '" .... ]...'"' .~ ~ ~ ~ I O O ~ ~ n ~ JO ~ ~ I II i -'~ ~, z ................................... _1_ .................................. ----- ~ ~ -~ H I <~ " ' ~ ~) ~ TASTING ~OM III IF '~' ~ 12-4 CL~R ~ ..... . ~ - III . , , ~ , ~ ~~ ..... H , % . ,; I1~, ,. ., ,, ~ ~ I,~ -= -= -= " .... -~ -~ -~ ---~, ' ~ Ill _ .~ ,~,, ................., ,- .......... =1 ................. I --~ ~ ~ - /... .... ,,,,. - .~ ~ * ~ ~ '-" ~ ' ~" ~ JIII ® ,;o S "I n PIPING EITHER SIDE ~ BEAM I W BALC~Y ~ ELEVATOR ,, ----~1[ I TAS~NG ROOM I I I ' - ~ I/ % ~ ~ ~ / 1 K AND BARREL i ~ ~ ~ ---~ ~--~ ~ .................. I F~MENTATION ARE~ ~ , ' -~-- ~ TANK AND RREL LIklRI¢ATCC ODDIklt/I ~OO *O~ BELOW INDICATES SPRINKLERS ABOVE IIII ¢ ,~%'1 ~ BELOW CEIUNGS · / INDICATES SPRINKLERS ABOVE OVERALL BASEMENT PLAN ~ BELOW CEILINGS SCALE: ~8"= ~'-0" OVERALL FIRST FLOOR PLAN SCALE: 1/8" = 1' -0" APPROVALS SYSTEM INFO HYD~ULIC DESIGN DATA SPRINKLERS so~ BQ FIRE PROTECTION D OUT IN ~ 1 BA$EMENT LIGHT 0,1 1500 1,2 0 100 22 Z86,4*~,~ source JET MATTITUCK, NY D OUT ~ .~ ~ NICET IV 0~'70 SPARKLING POINTE WINERY ~OUTE4a, FP1OF2 NO. DATE BY REVISION DESCRIPTION SOUTHOLD, NY BASEMENT & FIRST FLOORS FIRE PROTECTION .~o~,o~ ~.~ mo~ ~ sc*~ ~ ~.~ 1 87 TOTAL Sm~L~RS Z ~O~LES THiS SH~T 4-10-09 0 FP 10 F 2 GENERAL NOTES * DENOTES DISTANCE DOWN FROM TOP OF STEEL JOIST TO CENTERLINE OF PIPE + DENOTES DISTANCE UP FROM FINISHED FLOOR TO CENTERLINE OF PIPE DENOTES HYDRAULIC CALCULATION REFERENCE POINT 1,) SCOPE OF WORK TO INCLUDE COMPLETE FIRE SPRINKLER SYSTEM AS SHOWN 5)? THESE DRAWINGS ARE DESIGNED PER ALL APPLICABLE STANDARDS & CODES PIPING TO BE AS FOLLOWS: 1" SEAMLESS SCHEDULE 40 BLACK STEEL 4.) FITTINGS TO BE: SCREWED, GROOVED, MECHANICAL, FLANGED OR WELDED 5.) ALL NEW WORK TO BE TESTED AT 200psi FOR 2 HOURS & RELOCATION TYPE WORK AT SYSTEM PRESSURE 6.) ALL HANGERS, PIPING & ASSOCIATED MATERIALS TO MEET REQUIREMENTS OF NFPA #13 2007 EDITION 7.) ALL PIPING SHALL DRAIN PER NFPA #15 2007 EDITION 8.) ALL CONTROL VALVES SHALL BE SUPERVISED 10.) SPARE SPRINKLERS WILL BE PROVIDED AT FIRE SPRINKLER RISER 11,) ALL MATERIALS SHALL BE APPROVED FOR FIRE SPRINKLER USE 12,) SIGNS TO BE PROVIDED AS PER NFPA #13 2007 EDITION 13,) SUPERVISED VALVES & FLOW SWITCHES WILL BE INSTALLED BY 14,) SPRINKLERS ARE NOT CENTER OF TILE TEE OR ELBOW Reducer SPRINKLER CUP ~ ASSEMBLY -- OOSV~ -- 2 5Ia" CEILING HOLE CEILING MAX COVER ADJUSTMENT DIA. 2 5Ia" FACE OF FtTTtNO TO CEIL/NO DIMENSION MAX, 2FF FL ~ T fLUTE ASSEMBLY R-EL/ABLE SPR/NHLER MODEL C4A CONCEALED SPR/NHLER 4" TO SPRINKLERS RISER MDT AIR COMPRESSOR ",DRY PIPE VALVE "OS&Y VALVE " UNDERGROUND SUPPLY (~) 1" FROM LOW POINT (~) 1" GLOBE VALVE (~ 2" X 1" REDUCING COUPLING (~) 2" X 1'-0" OR EQUIVALENT CAPACITY DRUM DRIP (~) 1" WALL PLATE I~) 1" 45 deg. GALV. ELBOW AUXILIARY DRAIN FOR DRY PIPE SYSTEMS RESPONSIBILITY DESCRIPTION OF WORK TASTN C OOM APPROVALS [] OUT IN [] OUT IN OUT IN OUT--. IN __ REVISIONS SYSTEM INFO DATE REVISION DESCRIPTION P DC_ NC (~) 1" C.I. ELBOW I~) 1" GLOBE VALVE WITH INSPECTORS TEST SIGN (~ 1" WALL PLATE I~ 1" 4,5 deg. GALV. ELBOW (~) SMOOTH BORE CORROSION RESISTANT OUTLET GIVING FLOW EQUIVALENT TO ONE SPRINKLER (~ PLUG - FOR TESTING REMOVE AND INSTALL TEMPORARY CONNECTION 1 X 0-10 NIPPLE I~) 1" UNION SYMBOLS INSPECTORS TEST FOR DRY PiPE SYSTEMS ELBOW TYPICAL RETURN-BEND DETAIL FOR PENDENT SPRINKLERS ON DRY SYSTEM HYDRAULIC DESIGN DATA SPRINKLERS;/NOZZLES SC^LE, lESION DENSITY DESIGNAREA DESARELENGTHINSIDEHosE3UTOIDIHosE ~PRiN~.ERs#OF TOTALSySTEMREQUrREMENTS SYM, QTY. ORIENTATION SPKFINISH FEMP, K-FACT NPT Sl~ MANUFA~CT~ MODEL# RESPONSE ESCUTCHEON/SPRINKLERNOT[ 1/8"1'-0' AREA# HA~ARDCL&~$1FICATION ~PMISQ'PT SO FT' FACTOR ALLOW ~LLOW pLOV~INO GPM PS] ATNODE ~ PENDENT WHITE 165" 5.6 1/2" R5415 RELIABLE G4A QUICK CONCEALED DRAWN BY: JET O UPRIGHT BRASS 212° 5,6 1/2" R3125 RELIABLE GFR QUICK NA OHECKED BY: ........ NICET IV 06~5470 .... ~ SIDEWALL CHROME 16~5 5,~6 1/2'~' R313~5 RELIA~BL~E GF~R QUICK~ NA CONTRACT WITH: CONTRACT NO' ,TE~T LOCAT ON, ay, yEST DATE 4-10-09 0 RPZ IN W/SI^.ESE lB 0 (SCWA) BLU BRUT UNDERGROUND SUPPLy pROPOSED WINERY FIRST FLR. ELEV. 34. O 56,0 BASEMENT ELEV. 26.0 BQ FIRE PROTECTION 3905 OLE JULE LANE MATTITUCK, NY FP 2 OF 2 SPARKLING POINTE WINERY ROUTE 48, SOUTHOLD, NY DETAILS, NOTES & PLOT PLAN LATEST REV, DESCRIPTION, DRAWING NO.