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Home My WebLink About36931-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36931 Date: 1/19/2012 Permission is hereby granted to: N & L PROPERTIES LP 1200 N FEDERAL HWY STE 411 BOCA RATON, FL 33432 To: not built as of 6/11/14 CONSTRUCT COMM PRIVATE WINE MAKING FACILTY WITH SOLAR PANELS PER APPROVED PLANS & SITE PLAN AS APPLIED FOR. 2 CO'S REQUIRED.REPLACES EXPIRED B.P. # 35114 / D V At premises located at: 8850 BRIDGE LANE CUTCHOGUE SCTM #473889 Sec/Block/Lot# 73.-2-4 Pursuant to application dated 3/26/2009 and approved by the Building Inspector. To expire on 7/19/2013. Fees: MULTIPLE-NEW BUILDING $4,353.60 PERMIT RENEWAL $4,353.60 CO -BUSINESSES $50.00 CO -BUSINESSES $50.00 Total: $8,807.20 Building Inspector 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. 35114 Z Date OCTOBER 29, 2009 VO I !D Permission is hereby granted to: 6L.0L�N & L PROPERTIES LPI*A-0-T 1200 N FEDERAL HWY STE 411 BOCA RATON, FL 33432 for CONSTRUCT COMM PRIVATE WINE MAKING FACILTY WITH SOLAR PANELS PER APPROVED PLANS & SITE PLAN AS APPLIED FOR. 2 CO'S REQUIRED. at premises located at 8850 BRIDGE LA CUTCHOGUE County Tax Map No. 473889 Section 073 Block 0002 Lot No. 004 pursuant to application dated MARCH 26, 2009 and approved by the Building Inspector to expire on APRIL 29, 2011 . Fee $ 4, 353 . 60 Authorized Signature `O ORIGINAL Rev. 5/8/02 FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) VW FOUNDATIQN(2ND) -� w z 0 oU ROUGH FRAMING& rT� PLUMBING W y x INSULATION PER N.Y. STATE ENERGY CODE c� FINAL ADDITIONAL COMMENTS � z rn i z \J � C TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST -BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX. (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees (� ((� 2 Flood Permit Examined ( C �,20 D L+ C E Storm-Water Assessment Form Contact: pp Approved !blc3q 20 01 LIAR 2 6 200g Mail to: A M L Disapproved a/c nC - BLDG.DEPT. Phone: t �� TOWN OF SOUTHOLD Expiration ,20A l� 1 0N7 7a� Building Inspector APPLICATION FOR BUILDING PERMIT Date v� O� , 20� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit for an addition six months:Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signatutyplicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 11�t C-�2± Name of owner of premisesLP (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of d on which proposed work will be done: CU 89'5 ri House Number Street Hahilet County Tax Map No. 1000 Section 73 Block Q Lot �- Subdivision Filed Map No. Lot FOR INTERNAL USE ONLY SITE PLAN USE DETERMINATION Initial Determination Date: l L , , Date Sent: 4—t 4'7 / 00/ Project Name:__IVf L 'oropGy"17 e 3 1...� Project Address: 2 Suffolk County Tax Map No.:1000- oV - Zoning District` �U Request: A), (Note Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: /57) Q.(J`L" �(J rn,cftze� u,� :� �4e.. �- 150 Initial Determination as to whether site plan is required:� �0��31��( Signature of Building Inspector Planning Department (P.D.) Referral: P.D. Date Received: ! / Date of Comment: Comments: Signature of.Planning Dept. Staff Reviewer Final Determination Date-.—/ / Decision: Signature of Building Inspector FOR INTERNAL USE ONLY SITE PLAN USE. DETERMINATION Initial Determination Date:_/ L :, Date'Sent: J / 7 / 001/ Project Name: A1+4 2 ro er, Up . Project Address: A-, e Suffolk County Tax Map No.:I 000---el�_- C - Zoning District• Request: (Note: Copy of ouilding Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is permit ed: /, Gl-Ch.24. "J o tnitiaLD.etetm, ,tion as to wtter`site l n is re quired:i2%Y-_2zz— a; 1 n 09 ', S19nature of Building Inspector Planning mend(P.D.) Referr I: .i P.D. Date ecetved Date of comment: / O� commentsl.�. ��ili�i �-t- /r a Signature of.Planning.Dept.-Staff Reviewer Final Determination Date: Oct//_ Decision: Signature of Bu p insne r FORM NO. 3 NOTICE OF DISAPPROVAL DATE: April 3, 2009 TO: N & L Properties, LP CIO AML Architecture 184 Main Street Southampton,NY 11968 Please take notice that your application dated March 26, 2009 For permit to construct Winery Building_ Location of property: 8850 Bridge Lane Cutchog_ue County Tax Map No. 1000 - Section 73 Block 2 Lot 4 Is returned herewith and disapproved on the following grounds: The proposed construction is a permitted use on this 31.50 acre lot located in the AC & R-80 zones. Pursuant to Article III Section 280-13 (A) (4d) the proposed use requires site plan approval from the Southold Town Planning Board. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board r MAILING ADDRESS: PLANNING BOARD MEMBERS �rjF SO�ry P.O.Box 1179 MARTIN H.SIDOR �4� ply Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS N Town Hall Annex KENNETH L.EDWARDS 54375 State Route 25 GEORGE D.SOLOMON Ql (cor.Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND �COO(�� Southold,NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 15, 2009 Mr. Kirk Lehman A+M+L Architecture, PLLC 184 Main Street Southampton, NY 11968 Re: Approval: Proposed Site Plan for N & L Properties, LP Located on the north side of Bridge Lane at the intersection of Oregon Road, Cutchogue SCTM#1000-73-2-4 Zoning Districts: A-C & R-80 Dear Mr. Lehman: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, September 14, 2009: WHEREAS, this site plan is for the construction of an 8,635 square foot building for the purposes of a private wine-making facility on a 31.07 acre parcel in the A-C and R-80 Zoning Districts; and WHEREAS, on May 11, 2009, the Planning Board accepted this application; and WHEREAS, on May 15, 2009, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to agencies having jurisdiction for their comments, and the following agencies responded: Town Engineer, Architectural Review Committee, LWRP Coordinator, Suffolk County Planning Commission & the Cutchogue Fire Commissioners; and WHEREAS, the comments from those agencies referenced above were received and accepted by the Planning Board, discussed with the applicant, and incorporated into the site plan to the satisfaction of the Planning Board; and WHEREAS, on August 31, 2009, the Southold Town Building Inspector reviewed the plan and certified that the proposed use as a winery is a permitted use in the A-C and R-80 Zoning Districts; and N & L Properties Page Two September 15, 2009 WHEREAS, the Southold Town Planning Board, pursuant to §280-133 C. of Southold Town Code, has the discretion to waive any or all of the requirements in §280-133 for those applications involving uses strictly related to agriculture, where those requirements are not necessary to further the objectives set forth in Town Code §280- 129, and maintain public health, safety, and welfare. The Planning Board has found that requiring the entire set of site plan application requirements for this site is not necessary for the following reasons: the application is for an agricultural use, will not be open to the public, is surrounded by farmland, and the parcel is large in size relative to the proposed and existing structures (0.9% lot coverage); and WHEREAS, on September 14, 2009, there was a public hearing which was closed; therefore, be it RESOLVED, that the Planning Board hereby waives the site plan application requirements, except for the following items: §280-133 A. (1), (2), and (4), B. (1) (a)-(k), B. (3) (a)-(d),B. (4) (a)-(i); and be it further RESOLVED, that on May 11, 2009, the Southold Town Planning Board, pursuant to State Environmental Quality Review (SEQR) (6 NYCRR, Part 617.5 (c) (3), has determined that the proposed action is a Type II Action, and not subject to review under SEQR; and be it further RESOLVED, that the Southold Town Planning Board has reviewed the proposed action under the policies of the Town of Southold Local Waterfront Revitalization Program and determined that the action is consistent as outlined in the July 20, 2009 memo prepared by the LWRP Coordinator; and be it further RESOLVED, that the Southold Town Planning Board grants approval, and authorizes the Chairman to endorse the site plan entitled "Proposed Wine Making Facility for N & L Properties", prepared by A+M+L Architecture, dated May 11, 2009 and last revised September 14, 2009, with the following condition to be written on the plan: 1. This site is designed and approved for wine-making only, and shall not be open to the public for any reason including events and wine-tasting. Please also note the following required by Town Code: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. Approved site plans are valid for three years from the date of approval, within which time all proposed work must be completed, unless an extension is granted by the Planning Board. 3. Any changes from the approved site plan shall require Planning Board approval. N & L Properties Page Three September 15, 2009 4. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the approved site plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the approved site plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. Copies of the approved site plan are enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, Martin Sidor Chairman encl. cc: Southold Town Building Department w/map Southold Town Engineer w/map By signing this letter, the applicant acknowledges that there is a mandatory condition, listed above, that must be written on the site plan and followed throughout the use of this site as approved. Applicant/Agent Fe�� Town of Southold Erosion � �y , Sedimentation & Storm-Water Run-off ASSESSMENT FORM 1 1�" PROPERTY LOCATION: S.C.T.1014: THE FOLLOWING ACTIONS MAY REQUIRE THE SUB MlSS10N OF A STORM-WATER GRADING ARA NAGE AND EROSION CONTROL p Oi:trict Section Block Lot CERTIFIED BY A DESIGN PROUN FES31 ft. IN THE TATE OF N Item Number: (NOTE: A Check Mark(r)for Question i ———``——`——`—`——`————————ORIC.— each s Required for a Complete Application) Yes No - ------------------------------------------------ - Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? x (This item will include all run-off created by site clearing and/or construction activities as well as all Site _ a Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? This Item shall include all Proposed Grade Changes and Slopbs Controlling Surface WaterFlowt — F-1 3 Will this Project Require any Land Filling,Grading or Excavation where there Is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? F 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand(5,000)Square Feet of Ground Surface? 5 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? a />. 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to One Hundred(100')of Horizontal Distance? M 5[ 7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off El into and/or In the direction of a Town right-of-way? 8 Will this Project Require the Placement of Material;Removal of Vegetation and/or the Construction of any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? _ NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading, Drainage&Erosion Control Plan Is Required and Must be Submitted for Review Prior to Issuance of Any Building Permitt EMPTION: ------------------------ Yes No Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Required! _— _ STATE OF NEWYORK, —`--`—"--'---- '-- COUNTY OF....lx� .....................:.....SS That I. .................(Name f.I.i.vI.d........... .................... being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) I And that he/she is the .......... 1.1.r .... .:......Ir-C:r. .` .`�...................... (Owner,Contractor,Agent,Corporate Officer,e(c.) .. 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 true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; 9 � ...............................................day of ......... ,20. .E ................................... VICKI Stub o Notary Public: Notary OfgN�ewYOA ...............I......... ............. �t Ctiii' D ....... ................. ......... ......... uali a In n ...................................... Commission Expires July 28,2 i n ure or Applicant> FORM - 06107 SOUTHOLD TOWN FIRE INSPECTOR NOTES JOB: /v PDATE: 3 D —0� LOCATION: a6-s v op't 06L a— S/B/L: 7�; Z (2�. 22-�q NotesPaper Page 04/11/2011 MON 15: 36 FAX 0001/001 ;sti r r tib �yYy�{{t`�P��h �• t 164 main street southampton ny n968 ph:6312877zy0 fx;",2897940 11 April 2011 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 PO Box 1179 Southold,NY 11971 Re: Request for Renewal of Building Permit Application#35114 N&L Properties 8850 Bridge Lane Cutchogue,NY SCTM: 1000-73-02-04 Dear Building Department: I would like to request an extension to Building Permit*35114 for N&L Properites,8850 Bridge Lane,Cutchogue. Please mail the extension to my office and feel free to contact me with any questions or comments. My contact information is. Kirk Lehman A+M+L Architecture 184 Main Street Southampton,NY 11968 631-287-723o phone 631-287-7240 fax ySin erely K r man,AIA NYS UNIFORM FIRE PREVENTION AND BUILDING CODE COMMERCIAL& MULTIPLE DWELLING OCCUPANCIES NYS BUILDING CODE (B) Date: NYS FIRE CODE (F) Reviewer: NYS PLUMBING CODE (P) NYS MECHANICAL CODE (M) Building: NYS FUEL GAS CODE (FG) Location: NYS ENERGY CODE(E) No Topic Section Req'd or Allowed Actual 1 Occupancy B-302 F- Z,2 2 Type of Construction B-Table 601 3 Height& Bldg Area B-503 Tabular Area B-Table 503 Stories allowed Tabular Height 4 Height Modifications B-504 Sprinkler Tabular Height (feet) Tabular Height (story) Increase Allowed Total Height Allowed 5 Area Modifications B-506 (See work sheet) Area increase formula Eq 5-1 Frontage B-506:2 Eq 5-2 (P) perimeter of bldg (F)frontage of bldg (W) average space .Sprinkler B-506.3 Single story 300% Multi story 200% Total Area Allowed Pagel of 10 No Topic Section Req'd or Allowed Actual 10 Exits - Occupant Load B TbI 1004.1.2 Egress Width B- 1005.1 (per occupant) Number of Exits B TbI 1018.1 Spaces with one B TbI 1014.1 Buildings with one B TbI 1018.2 Ceiling Height B- 1003.2 Egress Illumination B- 1006.1 Exit Signs-where B- 1011.1 11 Egress Components r Doors SV3 Door Size B- 1008.1.1 Door Swing B- 1008.1.2 Operation (locks) B- 1008.1.8 Panic Hardware B- 1008.1.9 Stairs ,� Width - B 1009.1 � ��tJA Headroom B-1009.2 Tread/Riser B-1009.3 Vertical Rise B-1009.6 Handrails B-1009.11 'I"- o 12 Exit Access Remoteness B-1014.2 Travel Distance B-1015.1 Tab'1015.1 Corridors. Fire Rating B-1016.1 Tab 1016.1 Width B-1016.2 Dead ends B-1016.3 13 Exterior Wall Coverings B-TbI 1.405.2 Combustible Finishes B-TbI 1406.2 Page 3 of 10 1603.1.5 Importance Factor Table 1604.5 Earthquake and Seismic Use Zip design group Ss S, S,andS, SDC per Tab's Soils/Site Class 1616.3(1)&(2) Completed by CEO Sds and Sd, Site Sds SDC Seismic Design / Category SO I Il I I I A Force resisting system Design base shear B Response coefficient(s), CS Response factor(s), C R Analysis procedure D E 1603.1.6. Flood Hazard Y/N FIRM/FBFM map date Flood load Refer to 1603.1.6 for elevation requirements 1603.1.7 Special. loads Page 5 of 10 No Topic Section Req'd or Allowed Actual 20 Plumbing Code Fixture Count P-Tbl 403.1 C�ti"T Water Supply Pipe Freezing P-305.6 Service Pipe Size P-603.1 Fixture Pipe Size P-Tbl 604.5 VU"` Pipe Material P-Tbl 605.4 Pipe Insulation Energy Code Lawn Irrigation P-608.16.5 J� Sanitary Drainage DWV Pipe Material P-702 Drain Fixture Units P-Tbl 709.1 Bldg Drain Sizes P-Tbl 710.1(1) Stack and Branch size P-Tbl 710.1(1) Vent Size P-Tbl 910.4 Pipe Hangers P-Tb1308.5 � Air Admittance Valves P-917 21 Mechanical Code Ventilation Rates M-Tbl 403.3 Propane Ventilation M-502.9.10.1 Dryer Exhaust M-504 Kitchen Exhaust M-506 Kitchen Hoods M-507 Kitchen Make-Up Air M-508 Chimney Termination M-Tbl 511.2 Air Plenums M-602 Fire & Smoke Dampers M-607.5.1 Combustion Air M-701 Confined Spaces—Def. M-202 Page 7 of 10 Correction list/ Notes: NUMBER DESCRIPTION OF VIOLATION/CORRECTION NEEDED CODE SECTION • Page 9 of 10 APPLICANTS AFFIDAVIT 'STATE OF NEW YORK COUNTY OF SUFFOLK L,e-h m a rl being duly sworn, deposes and says that he resides at In the State of New York, and that he is the owner of the above property, or that he is the �G r �— of the A) �-- lir v�e v��o`er lily (Title) (Specify whether Partnership or Corp.) which Is hereby making application; that there are no existing structures or Improvements on the land which are not shown on"the Site Plan; that the tide to the entire parcel, Including all rights-of-way, has been clearly established and is shown on said Plan; that no part of the Plan infringes upon any duly filed abandoned both as to tots and tis to roads; that he has examined all rules and plan which has not been regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the iy roval of the plans submitted, as that the actualroved, will ot be physical improv Improvements wilred or changed l be Installed in strner ict aut ccordance With the an Planning Board; and plans submitted. Signed_ cow Signedh rtner lorCorporatiJ orricer and Title) Sworn to me this 4�Co day `( CC�t TOT (Notary c) N Pub Md o 1`f 9 9 ew Yo Co issd i Dire oP VICKI TOTH Notary Public State of New York Qual!fied in%Suffolk QDUnty Commission Expires July 28,2 10, Owners Ends rsAime tt (ro be $ :if-ApEp# csM is not the Owner) `'St*-of:NOW.lfark: county Of SU ftlko: L Leg to L A*mndgt'►�bs h9,,dgjy.svirom,'.depose and:s: I 4m : , fl d count..yfWW- mv.,SUft.L11 :AM Fl L-3432 ,... ... Of . 1 + 5ttI... .c ° . . and'i e # odda hg..M00 r�.of the G of the limited pamwrship tlmt ownsd .audvdzed Waft 'make tho-fteping AWfcadan as deie ' emir: Swo! :ay A+M+L ARCHITECTURE 184 main street southamptDn ny 11968 ph:631.287 7230 fx:631.287 7240 26 March 2009 Town of Southold Building Department Town Hall Southold,NY 11971 Re: Building Permit Application: 885o Bridge Lane Cutchogue,NY SCTM: 1000-73-02-04 Dear Building Department: Enclosed please fine a building permit application for a new wine making facility. This facility is a functional,non- public building. My contact information is: Kirk Lehman A+M+L Architecture 184 Main Street Southampton,NY 11968 631-287-7230 phone 631-287-7240 fax Please contact me with any questions or comments you may have. Sincerely, Kirk Lehman KL/sml Encl. AV 184 main street southampton ny 11968 ph:631.287 7230 fx:631.287 7240 12 Octoberl 2011 Town of Southold Building Department T own Hail Annex Building 54375 Route 25 PO Box 1179 Southold, NY 11971 Re: Request for Renewal of Building Permit#35114 N &L Properties 885o Bridge Lane Cutchogue, NY SCTM: 1000-73-02-04 Dear Building Department: I would like to request a renewal for Building Permit#35114 for N&L Properites,885o Bridge Lane,Cutchogue for 2 years. As per my telephone conversation with Connie last week, I am enclosing a check in the amount of$2,276.8o for the renewal amount of$2,176.8o plus$1oo.00 for the CO. Please mail the renewal to my office and feel free to contact me with any questions or comments. My contact information is: Kirk Lehman A+M+L Architecture 184 Main Street Southampton, NY 11968 631-287-7230 phone 631-287-7240 fax F"R r I IJ 1'n �i- Sincerel !RLI-RLI-- -i')(; DEPT. Kirk Le an,AIA uF S0UTH0LD 184 main street southampton ny 11968 ph:631.287 7230 fx:631.2877240 17 January 2012 Town of Southold Building Department Mown Hall Annex Building 54375 Route 25 PO Box 1179 Southold, NY 11971 Re: Request for Renewal of Building Permit#35114 N & L Properties 885o Bridge Lane Cutchogue, NY SCTM: 1000-73-02-04 Dear Building Department: I would like to request a renewal of 2 years for Building Permit#35114 for N & L Properites, 885o Bridge Lane, Cutchogue. You are holding in your possession A+M+L Architecture Check#3317 in the amount of$2,276.80 which was the price we were originally quoted on 1o/18/11. We were then told by Mr.Verity that the price was$4,353.6o plus$loo for CO. I am enclosing the balance of$2,176.80. Please mail the renewal to my office and feel Free to contact me with any questions or comments. My contact information is: Suzette Lamson A+M+L Architecture �n 184 Main Street �E v Southampton, NY 11968 1' 631-287-7230 phone j 631-287-7240 fax l JAN 19 2012 RLDG.DEPT. Sincerely, TO'„> nF SOUTH01.0 Suzette Lamson COMcheck Software Version 3.6.1 Envelope Compliance Certificate 2007 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title: N&L Properties Construction Site: Owner/Agent: Designer/Contractor: 8850 Bridge Lane A+M+L Architecture A+M+L Architecture Cutchogue,NY 11935 184 Main Street 184 Main Street Southampton,NY 11968 Southampton,NY 11968 631-287-7230 kirk@aml-architecture.com Section 2: General Information Building Location(for weather data): Suffolk,New York D E C E O V E Climate Zone: 11b Heating Degree Days(base 65 degrees F): 5750 Cooling Degree Days(base 65 degrees F): 715 Vertical Glazing/Wall Area Pct.: 2% OCT 2 2 2009 Activity Type(s) Floor Area Other 8635 Office 1000 BLDG.DEPT. TOWN OF SOUTHOLD Section 3: Requirements Checklist EnvelopeD- code, Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factor Roof 1:Metal Roof with Thermal Blocks 10150 0.0 30.0 0.032 0.059 Skylight 1:Metal Frame with Thermal Break:Double Pane,Tinted, 18 --- --- 0.390 0.059 SHGC 0.30 Skylight 2:Metal Frame with Thermal Break:Double Pane,Tinted, 18 --- -- 0.390 0.059 SHGC 0.30 Skylight 3:Metal Frame with Thermal Break:Double Pane,Tinted, 18 --- -- 0.390 0.059 SHGC 0.30 Skylight 4:Metal Frame with Thermal Break:Double Pane,Tinted, 18 --- --- 0.390 0.059 SHGC 0.30 Skylight 5:Metal Frame with Thermal Break:Double Pane,Tinted, 18 --- --- 0.390 0.059 SHGC 0.30 Skylight 6:Metal Frame with Thermal Break:Double Pane,Tinted, 18 --- --- 0.390 0.059 SHGC 0.30 Skylight 7:Metal Frame with Thermal Break:Double Pane,Tinted, 18 --- --- 0.390 0.059 SHGC 0.30 Skylight 8:Metal Frame with Thermal Break:Double Pane,Tinted, 18 --- -- 0.390 0.059 SHGC 0.30 Skylight 9:Metal Frame with Thermal Break:Double Pane,Tinted, 18 --- --- 0.390 0.059 SHGC 0.30 Skylight 10:Metal Frame with Thermal Break:Double Pane,Tinted, 18 --- --- 0.390 0.059 SHGC 0.30 Skylight 11:Metal Frame with Thermal Break:Double Pane,Tinted, 18 --- --- 0.390 0.059 SHGC 0.30 Project Title: N&L Properties Report date: 10/21/09 Data filename:X:\Clients\Alexander-Winery\COMcheck\N&L Properties.cck Page 1 of 9 Skylight 12:Metal Frame with Thermal Break:Double Pane,Tinted, 18 --- --- 0.390 0.059 SHGC 0.30 Skylight 13:Metal Frame with Thermal Break:Double Pane,Tinted, 18 --- --- 0.390 0.059 SHGC 0.30 Skylight 14:Metal Frame with Thermal Break:Double Pane,Tinted, 18 --- --- 0.390 0.059 SHGC 0.30 Skylight 15:Metal Frame with Thermal Break:Double Pane,Tinted, 18 --- --- 0.390 0.059 SHGC 0.30 Skylight 16:Metal Frame with Thermal Break:Double Pane,Tinted, 18 --- --- 0.390 0.059 SHGC 0.30 Skylight 17:Metal Frame with Thermal Break:Double Pane,Tinted, 18 --- --- 0.390 0.059 SHGC 0.30 Exterior Wall 1:Metal Wall without Thermal Blocks 1658 30.0 0.0 0.076 0.090 Window 3:Metal Frame with Thermal Break:Double Pane with 60 --- --- 0.350 0.598 Low-E,Clear,SHGC 0.55 Door 1:Solid(< 50%glazing) 42 --- --- 0.250 0.142 Exterior Wall 2:Metal Wall without Thermal Blocks 1658 30.0 0.0 0.076 0.090 Door 4:Solid(<=50%glazing) 21 --- --- 0.250 0.142 Exterior Wall 3:Metal Wall without Thermal Blocks 2602 30.0 0.0 0.076 0.090 Window 1:Metal Frame with Thermal Break:Double Pane with 9 --- --- 0.350 0.598 Low-E,Clear,SHGC 0.55 Window 2:Metal Frame with Thermal Break:Double Pane with 28 --- --- 0.350 0.598 Low-E,Clear,SHGC 0.55 Window 4:Metal Frame with Thermal Break:Double Pane with 60 --- -- 0.350 0.598 Low-E,Clear,SHGC 0.55 Window 5:Metal Frame with Thermal Break:Double Pane with 21 --- -- 0.350 0.598 Low-E,Clear,SHGC 0.55 Door 2:Solid(<=50%glazing) 64 --- --- 0.250 0.142 Exterior Wall 4:Metal Wall without Thermal Blocks 2602 30.0 0.0 0.076 0.090 Door 3:Overhead 144 --- --- 0.250 0.142 Interior Wall 1:Metal Frame, 16"o.c. 412 13.0 0.0 0.127 0.142 Interior Wall 2:Metal Frame, 16"o.c. 1675 13.0 0.0 0.127 0.142 Interior Wall 3:CMU>8"with Empty Cells,Furring:None 1680 --- 0.0 0.316 0.142 Interior Wall 4:CMU>8"with Empty Cells,Furring:None 1495 --- 0.0 0.316 0.142 Floor 1:Slab-On-G rade:Unheated,Horizontal 4 ft. 8742 -- 21.0 --- --- (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: ❑ 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. ❑ 2. Windows,doors,and skylights certified as meeting leakage requirements. ❑ 3. Component R-values&U-factors labeled as certified. Lj 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. F1 5. Fireplaces installed with tight fitting non-combustible fireplace doors. ❑ 6. Stair,elevator shaft vents,and other dampers integral to the building envelope are equipped with motorized dampers. Lj 7. Cargo doors and loading dock doors are weather sealed. Lj 8. Recessed lighting fixtures are:(i)Type IC 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. n 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 3.6.1 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Name-Title Signature Date Project Title: N&L Properties Report date: 10/21/09 Data filename: X:\Clients\Alexander-Winery\COMcheck\N&L Properties.cck Page 2 of 9 COMcheck Software Version 3.6.1 Interior Lighting and Power Compliance Certificate 2007 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title: N&L Properties Construction Site: Owner/Agent: Designer/Contractor: 8850 Bridge Lane A+M+L Architecture A+M+L Architecture Cutchogue,NY 11935 184 Main Street 184 Main Street Southampton,NY 11968 Southampton,NY 11968 631-287-7230 kirk@aml-architecture.com Section 2: General Information Building Use Description by: Activity Type Activity Type(s) Floor Area Other 8635 Office 1000 Section 3: Requirements Checklist Interior Lighting: Lj 1. Total proposed wafts must be less than or equal to total allowed wafts. Allowed Watts Proposed Watts Complies 9735 9681 YES Lj 2. Exit signs 5 Wafts or less per sign. Exterior Lighting: Lj 3. Efficacy greater than 45 lumens/W. Exceptions: Specialized lighting highlighting features of historic buildings;signage;safety or security lighting;low-voltage landscape lighting. Controls,Switching, and Wiring: Lj 4. Independent controls for each space(switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. Li 5. Master switch at entry to hotel/motel guest room. 0 6. Individual dwelling units separately metered. F1 7. Each space provided with a manual control to provide uniform light reduction by at least 50%. Exceptions: Only one luminaire in space; 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.ft. Lj 8. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: Project Title: N&L Properties Report date: 10/21/09 Data filename:X:\Clients\Alexander-Winery\COMcheck\N&L Properties.cck Page 3 of 9 Areas with only one luminaire,corridors,storerooms,restrooms,or public lobbies. ❑ 9. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. F-1 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 lighting system has been designed to meet the 2007 New York Energy Conservation Construction Code requirements in COMcheck Version 3.6.1 and to comply with the mandatory requirements in the Requirements Checklist. Name-Title Signature Date Project Title: N&L Properties Report date: 10/21/09 Data filename: X:\Clients\Alexander-Winery\COMcheck\N&L Properties.cck Page 4 of 9 COMcheck Software Version 3.6.1 Interior Lighting Application Worksheet 2007 New York Energy Conservation Construction Code Section 1: Allowed Lighting Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B x C) Other 8635 1 8635 Office 1000 1.1 1100 Total Allowed Watts= 9735 Section 2: Proposed Lighting Power Calculation A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Linear Fluorescent 1:48"T8 32W/Electronic 2 29 64 1856 Linear Fluorescent 2:24"T8U 32W/Electronic 2 5 64 320 Compact Fluorescent 1:Triple 4-pin 42W/Electronic 6 24 252 6048 Compact Fluorescent 2:Triple 4-pin 32W/Electronic 1 6 32 192 Halogen 1:Halogen 55W 2 10 110 1100 Halogen 2:Halogen 55W 1 3 55 165 Total Proposed Watts= 9681 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= 9735 Total Proposed Watts= 9681 Project Compliance= 54 Project Title: N&L Properties Report date: 10/21/09 Data filename:X:\Clients\Alexander-Winery\COMcheck\N&L Properties.cck Page 5 of 9 COMcheck Software Version 3.6.1 Mechanical Compliance Certificate 2007 New York Energy Conservation Construction Code Section 1: Project Information Project Type:New Construction Project Title: N&L.Properties Construction Site: Owner/Agent: Designer/Contractor: 8850 Bridge Lane A+M+L Architecture A+M+L Architecture Cutchogue,NY 11935 184 Main Street 184 Main Street Southampton,NY 11968 Southampton,NY 11968 631-287-7230 kirk@aml-architecture.com 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 Quantity System Type&Description 1 HVAC System 1:Heating:Hydronic or Steam Coil,Hot Water,Capacity 328 kBtu/h/Cooling:Hydronic Coil, Capacity 389 kBtu/h/Multiple-Zone Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 ❑ 1. Minimum one temperature control device per zone ❑ 2. Balancing and pressure test connections on all hydronic terminal devices ❑ 3. Water economizer is included and calculations required - Exception:Minimum cooling equipment efficiency:10.9 EER Lj 4. Systems serving more than one zone must be VAV systems 1-1 5. Dual-duct VAV mixing boxes installed to minimize mixing Lj 6. Controls capable of resetting supply air temp(SAT)by 25%of SAT-room temp difference ❑ 7. Separate hot and cold water supply and returns n 8. Multiple boilers must have automatic controls that sequence operation with load ❑ 9. Single boiler>500 kBtu/h input capacity must have a multistaged or modulating burner F-1 10.Two-pipe changeover heating/cooling controls must have:a)15 degrees F deadband where boiler and chiller can not operate,b)allow operation in either heating or cooling for at least 4 hrs.and c)prevent difference between heating and cooling set points greater than 30 degrees F Generic Requirements: Must be met by all systems to which the requirement is applicable: ❑ 1. Load calculations per 2001 ASHRAE Fundamentals F1 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 ❑ 4. Minimum one humidity control device per installed humidification/dehumidification system Project Title: N&L Properties Report date: 10/21/09 Data filename:X:\Clients\Alexander-Winery\COMcheck\N&L Properties.cck Page 6 of 9 ri 5. Automatic Controls:Setback to 55 degrees F(heat)and 85 degrees F(cool);7-day clock,2-hour occupant override, 10-hour backup - Exception:Continuously operating zones - Exception:2 kW demand or less,submit calculations ❑ 6. Automatic shut-off dampers on exhaust systems and supply systems with airflow>3,000 cfm F-I 7. Outside-air source for ventilation;system capable of reducing OSA to required minimum n 8. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly - Exception:Ducts located within equipment - Exception:Ducts with interior and exterior temperature difference not exceeding 15 degrees F. ❑ 9. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts;UL 181A or 181B tapes and mastics - Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g.pressure classification ❑ 10.Mechanical fasteners and sealants used to connect ducts and air distribution equipment 11.Hot water pipe insulation: 1 in.for pipes11.5 in.and 2 in.for pipes>1.5 in.Chilled water/refrigerant/brine 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 ft in length. F-I 12.Operation and maintenance manual provided to building owner ❑ 13.Balancing devices provided in accordance with 603.15 of Mechanical Code for New York State ❑ 14.Thermostatic controls have 5 degrees F deadband - Exception:Thermostats requiring manual changeover between heating and cooling - Exception:Special occupancy or special applications where wide temperature ranges are not acceptable and are approved by the authority having jurisdiction. J 15.Stair and elevator shaft vents are equipped with motorized dampers Lj 16.Three-pipe systems not used Section 5: Compliance Statement Compliance Statement. The proposed mechanical design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements in COMcheck Version 3.6.1 and to comply with the mandatory requirements in the Requirements Checklist. Name-Title Signature Date Project Title: N&L Properties Report date: 10/21/09 Data filename:X:\Clients\Alexander-Winery\COMcheck\N&L Properties.cck Page 7 of 9 COMcheck Software Version 3.6.1 Mechanical Requirements Description 2007 New York Energy Conservation Construction Code The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1 1. Each zone of a multiple-zone system must have its own temperature control device. 2. Hydronic heating and cooling coils must be equipped with a way to pressure test connections and measure and balance water flow and pressure. 3. A water economizer is required with the specified system.Calculations must be submitted demonstrating that the water economizer is capable of meeting the entire cooling load at an outside air temperature of 50 degrees F dry bulb and 45 degrees F wet bulb. - Exception:An economizer is not required because high-efficiency air-conditioning equipment has been specified.To qualify,the air conditioner must meet the following minimum efficiency: 10.9 EER 4. Systems serving multiple thermostatic control zones must be variable-flow systems.Zone terminal controls must reduce the flow of primary supply air before reheating,recooling,or mixing air streams. 5. The specified system includes both warm-air and cool-air ducts.Zone terminal devices must be installed that reduce the flow of air through each duct to a minimum before mixing with air from the other duct. 6. Multiple-zone systems must include controls capable of resetting the supply air temperature by at least 25%of the difference between the design supply air temperature and the design room temperature. 7. Fan system terminal units must have separate hot and cold water supply and return piping. 8. Multiple packaged boilers must have automatic controls capable of sequencing the operation of the boilers. 9. A single boiler with>500 kBtu/h input capacity must have a multistaged or modulating burner. 10. Two-pipe changeover heating/cooling controls must:a)allow a deadband between changeover from one mode(heating/cooling)to the other of at least 15 degrees F outside temperatures b)allow operation in one mode(heating/cooling)for at least 4 hours before changing over to the other mode c)allow heating and cooling supply temperatures at the changeover point to be no more than 30 degrees F apart. Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads.A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible,within available equipment options. - Exception:The equipment and/or system capacity may be greater than calculated loads for standby purposes.Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. - Exception:Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a)capable of setting back temperature to 55 degrees F during heating and setting up to 85 degrees F during cooling,b)capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedules,c)have an accessible 2-hour occupant override,d)have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. - Exception:A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. - Exception:A setback or shutoff control is not required on systems with total energy demand of 2 kW(6,826 Btu/h)or less. 6. Outdoor-air supply systems with design airflow rates>3,000 cfm of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 7. The system must supply outside ventilation air as required by Chapter 4 of the Mechanical Code for New York State.If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels,the system must be capable of reducing outdoor-air flow to the minimum required levels. 8. Air ducts must be insulated to the following levels:a)Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled)must be insulated with a minimum of R-5.Unconditioned spaces include attics,crawl spaces, unheated basements,and unheated garages.b)Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building.c)When ducts are located within exterior components(e.g.,floors or roofs),minimum R-8 insulation is required only between the duct and the building exterior. Project Title: N&L Properties Report date: 10/21/09 Data filename:X:\Clients\Alexander-Winery\COMcheck\N&L Properties.cck Page 8 of 9 . - Exception:Duct insulation is not required on ducts located within equipment. - Exception:Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degrees F. 9. All joints,longitudinal and transverse seams,and connections in ductwork must be securely sealed using weldments;mechanical fasteners with seals,gaskets,or mastics;mesh and mastic sealing systems;or tapes.Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 181 B. - Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g.pressure classification. 10. Mechanical fasteners and seals,mastics,or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple-zone terminal units. 11. All pipes serving space-conditioning systems must be insulated as follows:Hot water piping for heating systems: 1 in.for pipes1 1/2-in.nominal diameter,2 in.for pipes>1 1/2-in.nominal diameter.Chilled water,refrigerant,and brine piping systems: 1 in.insulation for pipes1 1/2-in.nominal diameter, 1 1/2 in.insulation for pipes>1 1/2-in.nominal diameter.Steam piping: 1 1/2 in.insulation for pipesI nominal diameter,3 in.insulation for pipes>1 1/2-in,nominal diameter. Exception:Pipe insulation is not required for factory-installed piping within HVAC equipment. Exception:Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55 degrees F and 105 degrees F. Exception:Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. Exception:Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in.in diameter between the control valve and HVAC coil. 12. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a)equipment capacity(input and output)and required maintenance actions b)equipment operation and maintenance manuals c)HVAC system control maintenance and calibration information,including wiring diagrams,schematics,and control sequence descriptions;desired or field-determined set points must be permanently recorded on control drawings,at control devices,or,for digital control systems,in programming comments d)complete narrative of how each system is intended to operate. 13. Each supply air outlet or diffuser and each zone terminal device(such as VAV or mixing box)must have its own balancing device. Acceptable balancing devices include adjustable dampers located within the ductwork,terminal devices,and supply air diffusers. 14. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degrees F deadband(a range of temperature where no heating or cooling is provided). - Exception:Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. - Exception:Special occupancy or special applications where wide temperature ranges are not acceptable and are approved by the authority having jurisdiction. 15. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems.All gravity outdoor air supply and exhaust hoods, vents,and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. - Exception:Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height above grade. - Exception:Ventilation systems serving unconditioned spaces. 16. Hydronic systems that use a common return system for both hot water and chilled water must not be used. 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NASUGmw 9 -60 -...-- -------- ....--- ---60---' -- BRIDGE LANE x6o.6 605 -__� 1596 ,x �• uGA fflF 15.09' 1 x627 aFE�Ac �_ X X669 X653 GMVFL As.Au71AVEM00 X633 X6,.6 / /�/� / a 59.7 X 595 60.1 O/' / / / '-� / � � / ;-----� EXISITNG FRAME BARN EXISITING SHED 605 ,59.9 � ' x / , r I 100 SQ.FT-SINGLE STORY e3 / 33 �y, � �//� �/il//%_``\\ ° x x / - 3,490 SQ.FT.SINGLE STORY �'�F •nEFNroaAnr t Ea � X 863 SCTMM:1 472-1.1.6 SCTM#:1000-73-1-1 NO WATER OR SANITARY NO WATER OR SANITARY SCTM#:1000-73-1-3.4 a I I ZONE:R•80 ZONE A-C ZONE A-C FMUEEMEUG fIUME FRMIEDWELLG ;;;;;-ELLG OWNER:THOMAS AND(AURA KENNEDY OWNER:BRIDGE LANE,LP Q OWNER:LIES VINEYARD,LLC OwEUG 261 DOGWOOD LANE 1200 N.FEDERAL HIGHWAY O 14990 OREGON ROAD SCTMM:1000-841-31.1 SCTMM:1000-841-4.6 SCTMM:1000-841-6.1 SCTMM:1000-841-62 MANHASSET,NY 70030 SITE PLAN SOCA BATON,FLA 33432.2803 EXISTING SERVICE AREA CUTCHK907 CUTCHOGUE,NV 11935 ZONE A{ ZONE A{ ZONE A•C ZONE A{ USE:1 FAMILY RESIDENTIAL/ --•----------- ---•---•-•-�-----------.w�.• •'•----•• USE:RESIDENTIAL VACANT LAND rMFAI WATERFRONT Z DEVELOWNOF RIGHTS LD OWNERIDGE LA DJAEGER OWNERIDGE LNIE ASIP OW085TH RO MCLAUGHLIN OWNERIDGE LANDRKRUK EAVEUG drawing scale �"=1UC�` NO PROPOSED CHANGES O DEVELOPMENT RIGHTS 8355 BRIDGE LANE 8255 BRIDGE LANE 89-1085TH ROAD 7645 BRIDGE LANE 0 CUTCHOGUE,NY 11935 CUTCHOGUE,NY 11935 WOODHAVEN,NY 11421 CUTCHOGUE,NY 11935 W Q� USE:1 FAMILY RESIDENTIAL USE:1 FAMILY RESIDENTIAL USE:1 FAMILY RESIDENTIAL USE:1 FAMILY RESIDENTIAL O PROPERTY LINE SITE DATA SURVEY INFORMATION PROVIDED BY: ROOF&HARDSURFACE AREA- GRAVEL AREA,(ACCESS DRIVEWAYS), RAINFALL CALCULATIONS FOR DRYWELLS: RAINFALL CALCULATIONS FOR DRYWELLS: ------ ------------------- x 66 = , 70 T. =2 , Q T. ------------------ . . NATH IN D PROPOSED WELL LOCATION MAIN ROOF AREA: 145' ' 9 5 SQ.F G LU . NEW GRAVEL (FOR DOMESTIC WATER-BUILDING AN TAFT CORW . = LU o a a GRASS AREA M ONLY -4"PVC WELL CASING WITH LAND SURVEYOR 9,570 sQ.FT.x.166(2"RAINFALL=1,588 CU.FT.-REQUIRED 23,400 SQ.FT.x 0.166(2"RAINFALL X O.6(RUNOFF I Q _Q Fes-. _ VICE DRLVEWAY V . . NO IRRIGATION COEFFICIENT)=2 R Q IRED ,,, SER FOR : 330 CU.FT. £ u . . O r . Z6X ..' C^ W O. tn >_ 1-- a STAINLESS STEEL SCREEN&STA-RITE 1,588 CU.FT./50 SQ.FT.(AREA OF 8'0 DRYWELL)= . ... O N m LOADING DOCK . . __________________ . .I A I I 0 d' d � � En � � � title Surveys -Subdivisions - Site Plans - Construction Layout OCU ( 1 O � ) 7 . r O,ce .-. ' O p w STAINLESS STEEL 1.5 HP PUMP 31.7 VERTICAL FEET OF DRYWELL REQUIRED 2,33 .FT./78SQ.FT. AREA OF E DRYWELL = . Z O En . 'yFq '8r4. �UF _ ______________________ p PROVIDED WELL-XTROL-WX350 PHONE (631)727-2090 Fax (1531)727-1727 3O VERTICAL FEET OF DRYWELL REQUIRED ......._...................... ... . 1 S'/ ------ --------------------------- TRACTOR' STORAGE TANK-220 GALLON OMCES LOCAM AT MAILING ADDRESS 4•_ 6 oc I 6y > DRIVEWAY - 322 ROANOKE AVENUE P.O. Box 1931 USE(4)8'0 x 8'DEEP DRYWELL,-1, 00 CU.FT:PROVIDED J ...._1111._..............._......................__-1111 DRIVEWAY LP- 4rFRt/HF a - TURNAROUND TYPICAt Ar. 4) 14"0 POLYETHYLENE a CAPACITY LOCATED IN BUILDING. RIVERHEAD, New York 11901 River ead,UNew Yor 11901-0965 USE(4)10'0 X 8'DEEP DRYWELLS=2,500 CU.FT.-PRov1D£D I A� TYPICALAT(4). GRASS AREA :_ AREA , , WATER SERVICE LINE m CANOPY ROOF AREA: 600 SQ.7. r .. LP-10'0 X 8 0 P WITH . o, . . ,'_�I w 512.0'PROPERTY LINE MAY 11, 2007 UPDATE SURVEY ( 11 --_.1_.1.. 11 _............I..... . ... . r .. NO IRRIGATION CONCRETE .O / . T'RAFFIC.BEA G DOME � _ / ,n 600 S 1 O L!1 - :PITCH TO GRA£ 1 Q.FT.X.166 2 RAINFALL)=100 CU.FT.-REQUIRED I vr, /,. �. RETAINING WALL � I'MCALALLSIDq _ I COVER, ST IRON. � - tY I o F. a 100 CU.FT. 50 SQ.FT. AREA OF 8 (�DRYWELL _........ _.... .I.... .. I l� . ., . DRAT 'AT GRADE, /w O / ( )_ o ROOF -- } SITE&BUILDING INFORMATION: STANDARD NOTES: 1 I. LT-1 u, < 2 VERTICAL FEET OF DRYWELL REQUIRED . , " ` TY C LAT(4)FOUR Z -.. 1111.. . ..... ......_......._.. I �•�.� AAS STORMWATER 1-P-80 .�' PI I 1538"±.: t�t'L� NEW GRAVEL . CONTAINMENT ! ,DE I COIN ETE.RAMP DOWN TO a TOTAL LOT AREA=1,353,536 SQ.FT.= 31.07 ACRES USE(1)8'0 X 4'DEEP DRYWELL=200 CU.FT.-PRovID£D CONTACT THE ENGINEERING INSPECTOR(765-1560)AT � G EC DRIVEWAY / PSTER WITH p TOTAL GRAPE CROP AREA-887,875 SQ.FT.-20.38 ACRES - ' I SIDE YARD,SETBACK.. PARKI. G:ARE' � /. W LEAST 24 HOURS PRIOR TO START OF ANY WORK.WORK ONLY _ DUM p R�OF ELE: 1.5-I- OOD ENCLOSURE O TOTAL OPEN AREA=465,661 sQ.FT.=10.69 ACRES 1 O IED 1111. 4 S ACES �' "t O' o LOADING DOCK RAMP: 920 SQ.FT. PERFORMED WITH UT INSPECTION SHALL BE CERTIF -1111 I ' . T-1 O _ 1 -_ . HVAC UNITS WITH HEDGE CROP COVERAGE PERCE A = o ROP COV GE „ _ TO THE ENGINEER'S SACTISFACTION AT APPLICANT . \ NT GE 65/ C ERA ° 10'-0" t -$ I- '/ SCREENING - - . - . - . - . - . - TRUCK. . �T_1 - - _ - _ . - • - . - - - - =4,429 sQ.FT.(FOOTPRINT) T. 66(2 R FALL)-1 R IRED EXPENSE. 920 1 53 - £ u _.....11...11 _....__ I - _•-_, : . - .. . 4 : - - I - - - ' - ' - ' - - - - - RAISED IOAD G PROPOSED STRUCTURE=8,635 SQ.FT.(FOOTPRINT) 152.7 CQUFFT./50 SQ.FT.(AREA OF 8'0 DRYWELL)= TURNAROUND ,__11.11._,_.__,_.:_�.: I CONCRETE CI GRATE ELE:58. ROOF 1 AREA. ._:- -1111.._ - __ -- ":'" LOADING RAMP P �" REA,W fH - 61.0 STORMWATER TOTAL FOOTPRINT COVERAGE=13,064 sQ.FT. 3 VERTICAL FEET OF DRYWELL REQUIRED COORDINATE AND COMPLETE ALL UTILITY RELOCATIONS, _ . / '61.5 - L T 3 CONTAINMENT PROPOSED STRUCTURE TOTAL AREA WITH MEZZANINE= E E ALL BUILDING UTILITIES SHALL BE INSTALLED BELOW I . .. l . PITCH TOG 1 O P OF RAMP STORMWATER CANOP -- PROPOSED / o PITCH ONTAINME E USE(1)8 X 4 DEEP DRYWELL=200 CU.FT.-PRovIDED�/ 7PICALALL5 _ ® I .. ONLY 9 635 SQ.FT. GRADE, PROVIDE APPROIATE RISERS AT UTILITY POLES _..._.._................. . .. , - i % , CV -. \ ' I -DRIVEWAY LP= t-T-2- -LTA- L I �� -L------�, 8�I TOTAL AREA OF ALL BUILDING SQ.FT.=14,064 SQ.FT. /!1111 ELE:$3.0�- E DEEP/ -----. 11 11.---....--.....-.....................11-.--.-- lOry' a 15.0 TYP ��-� (INCLUDES ALL BUILDINGS ON PROPERTY) THIS SITE IS DESIGNED AND APPROVED FOR 1 Q .1 .TYPICAL AT{4�. //61. OOF O F-3 Tyr. p n L)_2 ERAGE PERCENTAGE=0.9%LOT COVERAGE WINE-MAKING ONLY,AND SHALL NOT BE OPEN TO THE / ` LT-1 _ +S o ii 'F PROPOSED PROCES _ ...._........................... . o c_;..• *I` I PUBLIC FOR ANY REASON INCLUDING EVENTS AND LT-1 NEW' RAVEL ' �� _ II ! WASTE SYSTEM /' . . 1 ._._._._._._. iu._._.�._.� WINE TASTING. . _ I -•-•-•-•7-•-•-•-•-•-•-•-•-•-•-7___-'Jam- �I IV/ -' " - - i . p PARK. GAREA SPE j -_ . --PRO OSED�B ILD,I G ,635+/- i l I 1200 GALLON AREA SITE LIGHTING INFORMATION: __...._............_......_ I I ), 4 ROOF �: :- -- - - ii I I _ - - -._._.�._._ _ -._ EPT C TANK EXPANSION p s ACES. .� S 1 - . + 11 _ (8'0 X 4'LIQUID DEPTH LT-1: ARCHITECTURAL AREA LIGHTING-MITRE-M4 I , ESTABLISHED EDGE - 26 4 PIN p., -- --- I 1111,. ��-�-0-+'-�-0-�"S I 1 , „ ELE:63.0 11 1" i D-'FU OFF'UN ITH WATT _. OF CROPiINE_ 1111.. . I J T-0 I - - _ _ i� f i LT-2 `��; BOLLAR LL CUT IT W _ # ! COMPACT FLOURESCENT LAMP. PROTECT ALL I STEPS AT ENTRY + . . ' F.F. EL 63.0'i /' - ; _ LATIONS FOR +f r I , LT-1 �' cALcu r CALCULATIONS FOR SANITARY SYSTEM(OF 1): EXISTING CROP I i Q ° :_:_ _: _:_: : =•-• ° INE STORAGE �-- I 5 O' ` ' ' L - E ALIGHTING -MITRE-M3 PROCESS WASTE SYSTEMS(OF-2&OF-3): FIELDS I I ❑❑®® E E C S ❑❑� VINE AKING .� 11 ---_ / % T 2: ARCHIT'CTURAL ARE _ :' I 1 . . ....-......_................_.._.......... I 1� � ,. � _ _ F._-. _ .I-.-,_,_,_._._. ----._.�..-11_11_-_.-11_11_.__.�._._ '11__\ I \ -11_11_: --•r- (C�. ��❑ A P N R IL N 6 . L f f -----��i t fr-��-f_--._.fr._--.rte.- --f-_ fes' ; ,, �"�'�� ; FULL CUTOFF WALL UNIT WITH 26 WATT4 PIN GENERAL INDUSTRIAL LOAD'0 04 GPD/SF TYPICAL WINE INDUSTRY HISTORICAL WATER USE DATA I I - ---' i_ �y 1 b 1 b ! I N�,---� I COMPACT FLOURESCENT LAMP. =8,635 SQ.FT. - 11.11.. . ............1111....... c ❑❑ ❑ p. J@ , 35sF x 0.04 GP / F=345 GPD RY FOR PROPOSED BUILDING MAIN LEVEL r . L I-1 LT-1 i ii � b b b ..,� c � WINERY PRODUCTION @ 6,000 CASES/YEAR PROPOSED WINE I ❑❑❑ ': . O -- 1 I , STRAINER' ; I f X 2.38 GAL.PER CASE=14 280 WINE GALLON B&L PROPERTY ' ! I ! I / LT-3: ARCHITECTURAL AREA LIGHTING-UCS FULLY ' ❑ v .-�\ I 8 6 D s - - -__---- - - ❑LT-1 'LP-801 - i b I=°-'-'==_'_' _ - TRAP �, ��_ � ,•' PROPOSED MEZZANINE SECOND LEVEL,STORAGE 8850 BRIDGE LANE I I 1 I -- � �` - ~ ' 1 ANNUAL WATER USE AT 25 GAL PER CASE X I ❑❑ 18'DE / I b I b b i i ! SHIELDED PENDANT LIGHT WITH 42 WATT 4 PIN =500 SQ.FT:NO ADDITIONAL LOAD PER CUTCHOGUE,NEW YORK 11935 1111 - - 1 ❑ ❑ �` \ I� LEACHING POOL ~ COMPACT FLOURESCENT LAMP. D M 22 6,000 CASES=150,000 GAL.PER YEAR - --- - - I ❑❑ ROOF I ' I 10 0 x 12 MEMORAN U s.C.T.M. #1000-73-02-04 -_ - I I WATER USE FOR MAX.MONTH:0.12 X 150,000 - \ TRAP- EFFECTIVE DEPTH PRECAST CONCRETE. : . ❑ / �\' 62.0 I _ J PROPOSED MEZZANINE SECOND LEVEL,NON MEDICAL =18,000 GAL. i .......- - _-.1111........ . . 1111... QRS HARD.SURFACE `-- ---- �I I i I' ELE:61.0 OFFICE=500 SQ.FT. ❑ ? STRAINER TRAP PARKING CALCULATIONS: FOR 26-DAY WORK MONTH DAILY MAX.FLOW _....---........._.__..._..._.........__-.... I AT HANDI-CAP.PARKING -- - / -}-! ! ! I PROPOSED PROPOSED 500 SF X 0.06 GPD/SF=30 GPD ( ) I SPACE SECONDARY -_-_--- - /E:61.0� ! ______ ___ ___ __ == BUILDING-NO I , - ..•..�.... 18 000/26 693 GAL/DAY I ` NEW GRAVEL ❑ UNDERGROUND I I O I CONCRETE STEPS _ / PROPOSED- I GENERATOR AND I GROSS FLOOR AREA: EXISTING BARN-3,4 SQ.FT. -...1111.. 1......11.1... .............11.11.. 11 11 I �--_\ f11 i - ! ' Ln I AT ENTRY DOOR BASEMENT I 524,0 TOTAL PROPERTY LOAD=693GPD WINE MAKING: 5,450 SQ.FT 9O V PARKING AREA. ❑ ELECTRIC SERVICE 1000 GAL HVAC UNITS WITH -I--. I SIDE YARD SETBgCK 75/o OF LOAD AT OUTFALL-2=520GPD I PITCH TO.GRA{E j v UNDERGROUN .;i ' oo I . "*� ROOF WINE STORAG 3,4908E x 0.04 GPD/SF=140 GPD o I ® I. 8 SPACES FEEDERS /,! N I HEDGE SCREENINGrt / 'i E:4,175 SQ.FT. -_1111.... . ................-1..1-1-1._.....-.....__.........__._._. TYPICAL ALL SIDE ❑ 4P-8R)' STORMWATER o LT-1 PROPANETANK 1 1 I I , EXISTING GARAGE=839 SQ.FT. 25/o OF LOAD AT OUTFALL-3=173GPD DRAWING DATE .�. J/ f+l H.C.) . ❑ ,; 1 DRIVEWAY LP-' ,,: ,- 1 . ,CC / 1200 GALLO 18 DEEB/ CONTAINMENT WINE MAKING.5450 SQ.FT./1 PARKING SPAC PER $395F X 0.04 GPD SF=34 GPD ............................................... . 1111. -' GYLCOL SYSTEM I .` / �`. SEPTIC TANKN ONLY-TYPICAL 500 SQ.FT.OF G.F.A. LIGHT INDUSTRIAL USE / 11 MAY 2009 TYPICAL AT.(4) ❑ ,, I 1200 GALLON r / ( ) SEPTIC TANKS-(USE OUTFALL-2 FOR DESIGN CRITERIA) @ TRA - - ' - WITH WOOD _ / (810 X 4'LIQ ID DEPT ) - PARKING SPACES EXISTING SHED=100 SQ.FT. . , . " % ' _._f. SEPTIC TANK / , U H -11 TOTAL LOAD=520 GPD ISSUE DATE r .n ❑ .' ENCLOSURE A, i i-`,� ,- ............ ................... 1111_11.11 ORME '' ; , / C F 1 r ♦ F1L- �., ,, OOSF X 0.04 GPD/SF=4 GPD 39-=O' . 20 0 . ❑ ,' �. I I i (8 0 X 4 LIQUID DEPTH) ; f rY WINE SORAGE 1 040 GALLON SEPTIC TANK MIN. 22 JUNE 2009 E 1 ! : 4,175 SQ.FT./1 PARKING SPACE PER 520 GPD X 2 DAYS=1, i . . ELE ! 1 c / � +�EXPANSION I CTRICAL � _' 1000 SQ.FT.OF G.F.A. WAREHOUSE USE TOTAL PROPERTY LOAD=553 GPD TEST HOLE ,_ / i ( ) USE(1)1200 GAL.SEPTIC TANK AT OUTFALL-2 / . . / TRANSFORMER . / LEACHING POOL: ,-7 � -=.' V I 1111_ I / LOCATION / 1 � =5 PARKING SPACES USE 1 1200 GAL.SEPTIC TANK AT OUTFALL-3 I p ❑ i ` / '. 10'QS X 12' --____.__11_11_._.-_. SEPTIC TANK ____ .- . ........ .........._........._ . I ' SAF TY BOLLARDS ELEVATION =60.0 / - / ;<' 16 I b - ; EFFECTIVE DEPTH - TOTAL= PARKING SPACES-REQUIRED AND PROVIDED✓ _ ISIO . ❑ o / O F D REV N DATE ' TYP(2) 1 I LEACHING POOLS-(USE OUTFALL-2 FOR DESIGN CRITERIA) - 1 ❑LT-1 I I �` I / P POSED PROCESS 553 GPD X 2 DAYS=1,106 GALLON SEPTIC TANK MIN. 20 MARCH 2009 TOTAL LOAD 553 RO . . . . 1 Y LEACHING POOL: .�/ - ='r�-EXPANSION WASTE SYSTEM GRASS AREA (15+1 H.C.PER N.Y.S.CODE) 520 GPD/1.5 GAL/SF/DAY=347 SF.OF LEACHING 2 APRIL 2009 -11.11_..... -"- .."........ I ~ ' I i `� 10'0 X 12' ,-- NO IRRIGATION THIS SITE IS DESIGNED AND POOL SIDEWALL SURFACE AREA REQUIRED 4MAY2009 ❑ -__--.-.-.--.-.-- AREA USE 1 1200 GAL.SEPTIC TANK ✓ 21 uNE 2009 m I o ❑ I i LU LU EFFECTIVE DEPTH OF_'� APPROVED FOR WINE-MAKING ONLY, PARKING CALCULATIONS REFER TO SOUTHOLD USE 10'0 LEACHING POOL=31.4 SQ.FT.PER j --.___ 1111... .........._...... ...............11_11 14 ULY 2009 SUFFOLK COUNTY CHANGES 15-0 I LT-1 _ ; a < PROPOSED AND SHALL NOT BE OPEN TO THE TOWN CODE:CHPT.280;ARTICLE XVIII'SS 280-78 FOOT OF EFFECTIVE DEPTH 18 AUGUST 2009-TOWN OFSOUTHOLDCHANGE LEACHING POOL I I I I a Lu , 14 SEPTEMBER 2009 . ..................._.................... . I NEW GRAVE I 1 } O SANITARY PUBLIC FOR ANY REASON INCLUDING 553 GPD/1.5 GAL/SF/DAY=369 SF.OF LEACHING USE 12 DEEP LEACHING POOL AT OUTFALL-2 I I PRIMARY ELECTRICAL SERVICE I ! z o SYSTEM AREA EVENTS AND WINE-TASTING. POOL SIDEWALL SURFACE AREA REQUIRED 31.4 SF X 12'EFFECTIVE DEPTH=377 SF.OF SURFACE 1 I SERVICE FEEDER CABLE O m POPULATION DENSITY EQUIVALENT: ... I DRIVEWAY I ,.: AREA PROVIDED-377 SF. >347 SF REQUIRED. _LL USE(1)10'0 LEACHING POOL=31.4 SQ.FT.PER \/ I T-1 / �/ -1 TO4O,q S 10.69 ACRES(OPEN AREA)X 600 GALLONS PER FOOT OF EFFECTIVE DEPTH 31.415E X 12PEFFECTIVE D DOHA 3OU FFAOF SURFACE E ACHING POOL F REQUIRE Q.,_ ,__.�. I I /��1 SITE PROTECTION CF�rpRO��, DAY/ACRE(GROUNDWATER MANAGEMENT ZONE IV). / USE 12'DEEP LE AREA PROVIDED-377 SF. >116 s I _ I ."'.1 / UNDERGROUND FENCING- 6 CHAIN LINK rV COR =6,414 GALLONS PERMISSIBLE DISCHARGE PER DAY V 31.4 SF X 12'EFFECTIVE DEPTH=377 SF.OF NOTE:PROCESS WASTE SYSTEMS OVERSIZED BY RhA Ar µ W ,w, I p I I M I FENCE HAY BALES AND NF -'0�� ,'" 2 - ........................... . �' _ N I A _ ..>e.ex�•w I �' SURFACE AREA PROVIDED _____�. t SITE PLAN '�'// CA DERS SERVICE SILT BARRIER SITE PLAN-D ETA I L 377 sF. >369 SF REQUIRED. Q F C rE i ll ' �`ii FEE _._,_- _ F F a I I 2O'=O" I k I DRAWING SCALE: AS NOTED ......................I......_........-......... .- NOBSTRUCT D I ��.'' d rawi ng scale lir=SOT PROPOSED DISCHARGE=563 GALLONS PER DAY V USE(1) LEACHING POOL 1O 0 X 12 EFFECTIVE DEPTH ✓ i n ' ; . DRIVEABLE I i.'' �' .4 !s. PATHWAY I/'' L,..._ THE CONTENT OF THIS DRAWING IS THE IXCLUSIVE y PROPERTY OF A+M+L ARCHITECTURE PLLC. ANY USE• ' .i REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT J SCTM,1:1000-84-233 SEE INSET DETAIL- OWNER: EXISTING SOD FARM DWG#2- S.1 TEST HOLE DATA: OWNER:WJK,LLP TEST BORING BY:MC DONALD GEOSCIENCE x59.0 CUTCH IDGELANL x5,9 CUTCHOGUE,BRIDaUE,NY 11935 X sag -----.__` X 59.0 X S&7 X na / •� � 926.10' X 670 \ X n., \56 X sz9 X sz7 USE:FIELD CROPS/WATERFRONT X s6, / X s6a / 60 Se A + M + L A R C H I T E C T U R E DATE:3-31-2009 S4raoso-E \\ - "ff"��" sag ~' _ _ _ ----- - - -- �- ,02785 saYso�O E \ y -- ` MRf ROIi"I,i X s93 SSA X 56.6593 X 6L, SCTM#:1000-73-2-4 SCTMa:1000-73-2-, _ �• --- -- -- -- -- -- -- 8 _. .._._._...... _................. 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X627 mxc 69s X X66.9 60 591 X -60 _ 593 --'-= 60.1 m 1FwloEsc,umoN _ BRIDGE LANE 15•x' 60s 6 4-993 X O ' ��/ """ / EXISITNG FRAME BARN EXISITING SHED �• Eos � s9s 5' v 33 ess x X71 I / / 740'TO OREGON ROAD a � 3,490 SQ.FT.SINGLE STORY 100 SQ.FT.SINGLE STORY �N � X w3 NO WATER OR SANITARY NO WATER OR SANITARY n a SCTM11:1000-72-1-1.6 SCTMik.1000.73.1.1 ZONE:R-80 ZONE A-C ZOT E.,A-C 0.73-1.3.4 SCTMN:1000.841-31.1 0 ZONE A-C � nAK1E0wsuc OWNER:THOMAS AND LAURA KENNEDY OWNER:BRIDGE LANE,LP EXISTING SERVICE AREA- Q OWNER:LIEB VINEYARD,LLC ZONE A-C o av SCTMt.1000-841.4.6 '" 0WF1'''� SCTMA:1000-841.6., SCTMN:1000-84.1.62 261 DOGWOOD LANE 1200 N.FEDERAL HIGHWAY 14990 OREGON ROAD OWNER EDWARD JAEGER ZONE �{ MANHASSET,NY10030 SITE PLAN BOCA RATON,FLA.33432 NO PROPOSED CHANGES '� P.O.BOX 907 8355 BRIDGE LANE ZONE:A-C ZONE A{ CUTCHOGUE,NY11935 CUTCHOGUE,NY 11935 OWNE VIRGINIA ASIP USE:1 FAMILY RESIDENTIAL/ -•--� USE:RESIDENTIAL VACANT LAND 8255 BR GE LANE OWNER:MARIE MCLAUGHLIN OWNER:RAYMOND R KRUK 0M1°+G WATERFRONT drawing sCa I e �1•-100' O USE TOWN OF SOUTHOLD USE 1 FAMILY RESIDENTIAL CUTCH, UE,NY'1935 89-10 85TH ROAD 7645 BRIDGE LANE DEVELOPMENT RIGHTS WOODHAVEN,NY 11421 CUTCHOGUE,NY 11935 f.��y=■aa Lu USE:1 FAMILY RESIDENTIAL O USE: FAMILY RESIDENTIAL SURVEY INFORMATION PROVIDED BY: CALCULATIONS FOR PROPERTY LINE � PROCESS WASTE SYSTEM(OF-2&OF-3): SANITARY SYSTEM DETAIL drawing not to scale TYPICAL WINE INDUSTRY HISTORICAL WATER USE DATA TYPICAL AT OF-1 OUTFALL#1 NATHAN TAFT CORWI N III PIPE MINS- S 35 WINERY PRODUCTION @ 6,000 CASES/YEAR _ S�-` CAST IRON COVER 8'OF 4"DIAMETER PIPE LAND SURVEYOR BUILDING PIPE MIN. AT GRADE TYPICAL P x 2.38 GAL.PER CASE=14,280 WINE GALLON HOUSE TRAP (TYPICAL) k"PER FOOT MIN.SLOPE. ------------------- --------------------------- PROPOSED WELL LOCATION FLOOR -WITH FRESH - 28'OF 4"DIAMETER PIPE SIDEWALL PENETRATION ONLY ----- ---------- E GAL PER EV= PER FOOT MIN SLOPE TRAFFIC BEARING --- - O Title Surveys - Subdivisions - Site Plans - Construction Layout N _ AIR INTAKE COVER(TYPICAL) VEL M - 6,00 - 50,00 3 I " 24"DIAMETER CONCRETE UAL WATER L 6 .0' NEW GRA (FOR DOMESTIC WATER BUILDING ch rve s O CASES 1 O GAL PER YEAR ONLY)-4 PVC WELL CASING WITH I I GRADE ELEV.=61.0' CHIMNEY IF REQUIRED PHONE 27-2090 Fax (631)727-1727 WATER USE FOR MAX.MONTH:0.12 X 150,000 I jQ 7j?6,. DRIVEWAY u: STAINLESS STEEL SCREEN&STA-RITE =18,000 GAL. IJ-t\ \ \ \ \ \\ 24" GRADE ELEV=60.5' SERVICE DR Y FOR (631)7 jO yL LOADING OCK OFFICES LOCATED AT MAILING ADDRESS (f \\ \ A STAINLESS STEEL 1.5 HP PUMP MIN MIN 322 ROANOKE AVENUE P.O. Box 1931F OR 26-DAY WORK MONTH(DAILY MAX.FLOW): ` PROVIDED WELL �-XTROL-WX350 � Qp RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 � � " uq 18 000/26=693 GAT./DAY NV595N.Y.S. Uc No 5D467 --- 0 STORAGE TANK-220 GALLON MIN MIN TRACTOR CAPACITY LOCATED IN BUILDING. TOTAL PROPERTY LOAD=693GPD ✓ TURNAROUND., MAY 11� 2007 UPDATE SURVEY F LOAD AT OUTFALL-2=520GPD FLOW LIN AmwV J� pQEA GRASS AREA {POLYETHYLENE 25%OF LOAD OU FALL 173GPD W LL-2 FOR DESIGN CRITERIA)CONCRETE SEPTIC TANKS (USE OUTFA //////r///r/rrrr//r/rr//\rr(rr•/rri rr//rr r/ri r rrr +i/'�rr,.//,�rr.\`///�rr•;//,;rrnr//�rr rr. RETAININGWALL 1 I.. _ /rrr/ rrr/r/ r OOOC�O r/rr: - = 00000 O, ROOF \�` r 520 GPD X 2 DAYS--C'1 040 GALLON SEPTIC TANK MIN. J BAFFLE 1 153x18± WALL 00000 r.r ' r r//rrrrrrrrr STORMWATER 00 GAL SEPTIC TANK AT OUTFALL ------ - I SIDE-CARD SETBACK ° LP-SQ� ON MP DOWN TO �s SITE&BUILDING INFORMATION: SE(1)12 - O D O D O W CONTAINMENT 1 1 C C TE RA Uj U 2 ✓ rr/rrrr//rrrr// / OC�O�O rr NEW GRAVEL e W .LO O DE�d IG EL DRIVEWAY O USE 1 1200 GAL.SEPTIC TANK AT OUTFALL-3 1 PARKING ARE ONLY �_ TOTAL LOT AREA=1,353,536 sQ.FT.= 31.07 ACRES / rrrr rrr//rrrrrrrrrrr rrr I p ELE::�1:5-}" � O � rrrrrr/r rr/////rrr rrrr r r r rr r N'. ' Ln O' TOTAL GRAPE CROP AREA=887 875 SQ.FT.=20.38 ACRES LEACHING POOLS-(USE OUTFALL-2 FOR DESIGN CRITERIA) I 4 s ACEs \ , I _ _ _ ACHING �GRASs AREA OTAL OPEN AREA=465,661 SQ.FT.=10.69 ACRES f 520 GPD/1 5 GAL/SF/DAY 347 SF OF LE 1200 GALLON SEPTIC TANK 10'DIAMETER X12'EFFECTIVE DEPTH -\ A REQUIRED BOTTOM OF LEACHING POOL I p \ r - - - - / POOL SIDEWALL SURFACE ARE3 TRUCK. : 1 - - - - - - - - - - - CROP COVERAGE PERCENTAGE=65 o CROP COVERAGE Q PER MIN.ABOVE GROUNDWATER - Q 314 R 4 LIQUID ID DEPTH WALL SURFACE AREA IM I TURNAROUND - .'- •:-.�:-.,,.._:_,- . T - . - . -.- .., ..�.: _ • I CONCRETE AI STORMWA a o D A ETER LEACHING POOL S .FT I ,K, USE 10 LEACHING POOL - ONCRET CIG RAISED LO IN t Y Y AREA - PSTER ROOF S .FT I U �" ,�-- o o RAMP RAT DUM TER O LOADING RAMP STORMWATER E - AREA NOPY ; WITH ENCLOSURE CONTAINMENT FOOT ,F EFFECTIVE DEPTH 0 1 Q j E :61.5 E SYSTEM DETAIL drawing not to scale "k, � P OF RAMP 1 USE 12 DEEP LEACHING POOL AT OUTFALL-2 - =5 CONTAINMEN E OVE ONLY , _.---.- ^: Ln..'::_._' �. PITCHY �_i 7V�' / �P 8�} 31.4 SFX 12 EFFECTIVE DEPTH=377 SF.OF SURFACE v #2 &#3 g S -3S ` PROCESS WASTE ONLY E: TYPICAL AT F-2 AND F-31-OUTFALL ESTABLISH D %' ' •' �'DEEP/ AREA PROVIDED-377 SF.>347 SF REQUIRED. _ PIPE MIN. - - - CALCULATIONS FOR SANITARY SYSTEM F- - - ELE:63 0 � CAST IRON " �1 I CROP- EDGE LINE 10'`�" �� / ( ) BUILDING PIPE MIN.RAM-5 AT GRADE-(TYPICAL) 1 L O F-3 M O 1 : USE 12'DEEP LEACHING POOL AT OUTFALL-3 FLOOR 8'of 4"DIAMETER PIPE � HOUSE TRAP PER FOOT MIN.SLOPE. / " I ELE:61.0 PROPOSED PROCESS 31.4 SF X 12 EFFECTIVE DEPTH=377 SF.OF SURFACE ELEV.=63.0' 15'OF 4"DIAMETER PIPE } p „ 'SLE:61 - WITH FRESH - I ; / _ P ; ,.•, < k.,o _ ii T + PROPOSED GENERAL INDUSTRIAL LOAD'0.04 GPD/SF 8"MIN.TRAFFIC BEARING SIDEWALL PENETRATION ONLY NEW RAVEL PROPOSE _ __ !! ! WASTE SYSTEM AREA PROVIDED-377 SF. >116 SF REQUIRED. rr--- --------- ---- ------ ---------- -�FY---I-' I I AIR INTAKE "PER FOOT MIN.SLOPE COVE (TYPICAL) 24"DIAMETER CONCRETE '(P-8� L 8 635 SQ.FT. I •• I AREA PROPOSED BUILDING MAIN LEVE , p, PARK(' G AREA. 1 'DEEP/ PRO OSED�B ILD G ,635+/- 11 4 1200 GALLON NOTE:PROCESS WASTE SYSTEMS OVERSIZED BY I I I GRADE ELEV.=61.0' CHIMNEY IF REQUIRED I 1P 4 S. ACES I = -_ -_- -_ --_ �I ! _ } 8,6355E X 0.04 GPD/SF=345 GPD I GRADE ELEV.=60.5' Vol Q II I I _ _ _- -. •- -• .-� SEPTIC TANK EXPANSION APPLICANT IJ-1\ " O O O * ' J (810x4!LIQUID DEPTH) PROPOSED MEZZANINE SECOND LEVEL,STORAGE (f M„# MIN \ 1 09 R OF _:_:_:_: _____ I - - ADDITIONAL LOAD PER I 5'-O°' STOR WATER j - --._....__... - °'' INV.= - 2 --- _ _ --- - ----- - ----- _ �,'"•� �{ ` MEMORANDUM 2 .-59.5' \ 500 SQ.FT NO A 20" I ! CONTAINMENT - '--- !! I N + _ F.F. ELu63.0', i ,' ROOF AREA RAINFALL CALCULATIONS FOR ONLY , ' ' ' II I %' ' E SECOND LEVE ON MEDICAL DRYWELLS,(STORM WATER MANAGEMENT): \ INE STORAGE I PROPOSED MEZZANINE L N " J I I I INE AKING _� II - __ t _ _ i/ OFFICE=500 SQ.FT. ._ ' I pO c --.._.... ❑❑ ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ _ _._ _._._.-•-• -- -•- -•-•-• - - ---- --- - -- - -- - _ Lo LIN o 0 0 0 I 1 1 F +'-" �Rr' j �._.r.t._ C i _ MAIN ROOF AREA: 145 X 66 9,570 sQ.FT � y1. F Er-� ❑❑❑❑❑❑❑❑❑❑❑❑❑❑ 11 I ( r _r' r r' f r' i ; 500 SFX 0.06 GPD/SF-30 GPD \ rYj a + r „ ,�, -- I -.�`I 15.0 I -i---r-t- -; :' i i .: i ;� i � -• � � ' ❑❑ ❑ ° STEPS AT ENTRY _ 9,570 SQ.FT.X.166(2 RAINFALL)=1,588 CU.FT. 0 0 0 0 0 I t I uj j ,.� 00000 • � I EXISTING BARN 3,490 SQ.FT ❑❑ ❑ ° i I ! loll STRAINER ., 1 % .i 3 EXISTING X 0.04 GPD/SF=140 GPD 1,588 CU.FT./50 SQ.FT.(AREA OF 8'0 BAFFLE O O O O O ie:=:= :_:_: :� loll TRAP �� moi,; J 0 0 0 0 ❑ b DRYWELL)-31.7 VERTICAL FEET OF DRYWELL - WALL / O I r EXISTING GARAGE=839 SQ.FT. - � .� o 0 0 0 0 � PROPOSED WINERY FOR b _.•� i Q 00000 ❑ LEACHING : 8395F X 0 04 34 GPD REQUIRED B&L PROPERTY I�I CONCRETE ACCESS RAMP IN POOL \ \' o O D D O \ _.............._ i ❑I---I❑❑ ❑ ❑ ,. - I H10'�X 12' 1 y GPD/SF= 1 Y �/,/ � \ � 0 0 0 0� 8850 BRIDGE LANE I ROOF 1 I TRAP ! USE(4)8 0 X 8 DEEP DRYWELLS=1,600 CT.FT.-PROVIDEDV EFFECTIVE DEPTH TING SHED=100 SQ.FT. ,, �? \•' ., * < CUTCHOGUE,NEW YORK 11935 100 0 04 / 4 STORMWATE �P$ EXISTING Q 1 � L I SFX GPD SF= GPD CANOPY ROOF AREA: 600 SQ.FT. ..z• -t -,• �, ,� � � S.C.T.M. #1000-73-02-04 CONTAINMENT �8'DEEP/ I P ELE:61.0 PROPOSED / ! " ) 1200 GALLON SEPTIC TANK 10'DIAMETER X12'EFFECTIVE DEPTH 41-02'-28"N/72'-29'-41"W - I ONLY I h� O PROPOSED TOTAL PROPERTY LOAD=553 GPD v 600 SQ.FT.X.166\2 RAINFALL =100 CU.FT. BOTTOM OF LEACHING POOL ELE:61.01 1 BUILDING-NO LA r „ 8'DIAMETER LEACHING POOL=376 SQ.FT. GRAVEL ❑ PROPOSED-I i I O I STRAINER TRAP I 524-0 3'MIN.ABOVE GROUNDWATER 1.I �P CONCRETE STEPS I BASEMENT I 99.6 CU.FT./50 SQ.FT.(AREA OF 8'0 DRYWELL)= 4'LIQUID DEPTH WALL SURFACE AREA 'PARKING:AREA; UNDERGROUND •/ 1 O I �� SIDE YARD SETBACK SEPTIC TANK ❑ /./ AT ENTRY DOOR -I_--'•. 1200 GALLON I ACK 2 VERTICAL FEET OF DRYWELL REQUIRED i. 8 SPACES ° ELECTRIC SERVICE �'�� c°O•t • hP ;'r / ` f 86 I t � T � �. '��.�./ ��SEPTIC TANK TO'T'AL LOAD=553 GPD / ( f P_8 } USE 1 8'0 X 4 DEEP DRYWELL=200 CU.FT.-PROVIDEDV FEEDERS �% , I O� ,O C / (8'�X 4'LIQUID DEPTH) ry () SUFFOLK COUNTY-DEPARTMENT OF WASTE-WATER MANAGMENT APPROVAL AREA (7+1 H.C:) .. ❑ I,yp DEEP/ 553 GPD X 2 DAYS=1,106 GALLON SEPTIC TANK MIN. I TEST HOLE rrr LOADING DOCK RAMP: 920 SQ.FT. = ; - OC TE ❑ I 1200 GALLON r /^/ N. I ❑ O TRAIN LOCATION -'L' SEPTIC TANK ;' % '� ROOF USE(1)1200 GAL.SEPTIC TANK\� 920 SQ.FT.X.166 2"RAINFALL =153 CU.FT. DRAWING DA TORMWATER I . ELEVATION =60.0 /J'� % /� `, S 11MAY2009 20-Q ❑ ORME t� Ly } ($O X 4 LIQUID DEPTH) r / F9\ y ( ) I ( ly� CONTAINMENT 152.7 CU.FT./50 SQ.FT.(AREA OF 8'0 DRYWELL)_ I ELECTRICAL r�• C ' L� 1 / ;i1 EXPANSION ONLY PROTECTION = LEACHING V OF DRYWELL REQUIRED ISSUE DATE �J LEACHING POOL O / .\ 3 VERTICAL FEET EQUIRE ❑ 7 cb• /�'` LEACHING POOL: , p N 553 GPD/1.5 GAL/SF/DAY 369 SF OF LEA r' , 10'0 Y _,------------.-.. POOL SIDEWALL SURFACE AREA REQUIRED USE 1 8'0 X 4'DEEP DRYWELL=200 CU.FT:PROVIDEDV 22 JUNE 2009 I ` --........ I C] DEPTH FENCE () -TRANSFORMER I � d � \` ,`'t EFFECT( ° I �l } I OF-2 USE(1)10'0 LEACHING POOL=31.4 aQ.FT.PER ❑ i `.� \ Vic` PROPOSED PROCESSFOOT OF EFFECTIVE DEPTH Suffolk Count Department of Health Services ❑ i LEAC G L: __:=f! EXPANSION WA EM WINERY- N & PROPERTY KEY MAP N ns�ct IN POO WASTE SYSTEM Approval for Co er Than Single Family REVISION DATE H L I I 10,0 X 88$0 BRIDGE LANE I AREA P LEACHING POOL CUTCHOGUE,NEW YORK,119 O w 0 MARCH 20 9 i x ZGRASS USE 12DEE LEACH 35 2 0V EFFECTIVE DEPTH , .1„ %I ° ❑ i a O F'1 31.4 SF X 12 EFFECTIVE DEPTH=377SF.OF Reference No. � Des Flow J 2 APRIL 2009 .. 15-0 i N Q AREA 8e(B) r l 21JUN2009 mSUFFOLK COUNTY TAX MAP#1000 73 02 04 _ 4 MAY 2009 W z PROPOSED SURFACE AREA PROVIDED- I I i p SANITARY 377 SF.>369 SF REQUIRED. 14 JULY 2009-SUFFOLK COUNTY CHANGES I I fY W " a .th#8liffOliC 27 JULY 2009-SUFFOLK COUNTY CHANGES NEW GRAVEL I Q O SYSTEM AREA SEI s p� �l68e have be+Bii r�BYiewed for nforn'lan // p USE(1)LEACHING POOL 100 X 12 FOOT DEEP s SE6 County Department of Health Services standards, reladag to water 1J AUGUST 2009 SUFFOLK COUNTY CHANGES I supply and sewage disposal. Regardless of any omissions, SERVICE' I° \Gp\' /� z m O r DRIVEWAY I 4p�gCF 502• "¢ inconBisUmdes or lack of detail. conArulction is required to be in I \ls` J LP0 / rn SITE PROTECTION bj OFR I accordance with the attached SITE PLAN-DETAIL I � � � � � applicable j�rmit editions and cable _ W standards,wiless sp Cl�y waived by the Department.This approval DEPARTMENT I I S FENCING- 6 CHAIN LINK R drawin scale 1"=20' POPULATION DENSITY EQUIVALENT: r o NFR g eltpim 8 yews firm the ap dabs,unless eutended or wed. _. FENCE,HAY BALES AND E �f OF HEALTH I I /�' SILT BARRIER 10,69 ACRES(OPEN AREA)X 600 GALLONS PER 4$ : SUBMISSION DAY/ACRE(GROUNDWATER MANAGEMENT ZONE IV). -` z l I __CAST IRON LOCKING COVER ATApP�� ReVlPiwer SITE PLAN / f r / CI -6 414 GALLONS PERMISSIBLE DISCHARGE PER DAY �/ G } O GRADE FOR SYSTEM ACCESS _ ' DRAWING SCALE: AS NOTED / VY THE CONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPOSED DISCHARGE= 563 GALLONS PER DAY �/ a IFN( \\ ! 11r PROPERTY of A+M+L ARCHITECTURE PLLC ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT A + M + L PLUMBING RISER DIAGRAM ARCH I T E C T U R E SCHEDULE OF DRAWINGS MATERIAL SYMBOLS SCHEDULE DRAWING SYMBOLS SCHEDULE N STREET WINERY - N & L PROPERTY N , ROOF SOUTHAMPTON O:184 I NY 11968 _..._._.....__......_.................._.__.-._........_._.__—------______........_...------------.....__--. _.___._._._._. VENT 3" EARTH COMPACT FILL BUILDING SECTION PH 631 287 7230 _....._.........._..._......._...._........ --._......_...._......_._.....__......._.............__._...----.._._._........................._.... A-33 MEZZANINE FRAMING PLAN AI- Fx. 631.2877240 Gl � GENERAL NOTES, SYMBOLS F1 ROOF KITCHENETTE 1204 REFERENCEWALL ION OR ELEVATION D AWING NUMBER wWW.AML-ARCHITECTURE.COM ' SSSO BRIDGE ANE LEGEND LOCATION MAP BATHROOM 1202 POROUS FILL/GRAVEL CUTCHOGUE, NEW YORK,11935 Al-1 ! BASEMENT FOUNDATION F2 ROOF FRAMING PLAN 3' 3 DETAIL CXED AqC j PLANCONCRETE BLOCK �" - 3 REFERENCE DRAWING NUMBER SUFFOLK COUNTY TAX MAP # 0902 - 10 - 02 - 15 A A1.2 PIER DETAILS Mi ! FIRST FLOOR PLUMBING . a SYSTEM DIAGRAM CAST-IN-PLACE CONCRETE ....................... ...............................................---...__.....__..._._....._.............._ SINK SINK [TOILET] GARAGE ROOM NAME&NUMBER KEY MAP __ ..................... ----- --- _ _ --_ A2 FIRST FLOOR PLAN M2 MEZZANINE PLUMBING DISHWASHER SYSTEM DIAGRAM PRE-CAST CONCRETE F= t� �r ._ 4. :. & ___...._._____. _........__.._._._._._._ _ ELEVATION DRAWING NAME&NUMBER .t s Z -- --——._ _._..__.._...-—. _........._.._... _ ..... 1 " SHOWER—] " a" :r3,aha ,.� 4,+q ._.._.... _.....__.. SCALE:1/4-1',0• �" A SHO k A3 MEZZANINE PLAN M3 GLYCOL SYSTEM PIPING MEZZANINE FLOOR 1 2 3 fi f ' DIAGRAM ® WOOD FRAME CONSTRUCTION I r MALL SCALEWINDOW TYPE 22 A4 ROOF PLAN S� PROPOSED SITE PLAN ,2" CONSTRUCTION R 1 1�Z" 3" WOOD FRAME CO F E f [LARGE SCALE] EXTERIOR DOOR TYPE €1y D - p VIII NG SECTION A—A SITE LIGHTING PLAN RIGID FOAM INSULATION u A5 S2 gg i, + CONSTRUCTION DETAILS2 2 7 INTERIOR DOOR TYPE OCT 2009 101 .: � � ,. ! - ---- ----..._...... _._.._.._ _ FIBERGLASS BATT INSULATION �s � �. _ . BUILDING SECTION B—B DOOR +W I NDOW W�AC BLDG.DEPT � + CONSTRUCTION DETAILS SCHEDULE LEVEL LINE TOWN 0F SOUTHOLD CONT.LAB 104 .................... \ \ \ EXTERIOR INSULATION AND CONTROL POINT OR DATUM _...___...._......._.. ......._.— .._ . ._............. _..........._......_ —.-------......_.....____ ................._............ BATHROOMq .., �05 -CBUILDING SECTION C D + WINDOW FINISH SYSTEM + CONSTRUCTION DETAILS SCHEDULE MATCHLINE SHADED PORTION P- �'� EXTERIOR CEMENT STUCCO .__......__.___._.._. ......._.__...._..... .__.___.............. _._______...___—_.. ........ _.___...... ..._....._— - _. --- _.....- -�----.... THE SIDE TO BE CONSIDERED SYSTEM WEST ELEVATION /�fi .a!� pp .. -y -2 2n 3n tg SOUTH ELEVATION SMOKE DETECTOR 110V a of WOOD FRAMING-ROUGH SDO s° -._.......... .__ ® INTERCONNECTED WITH ____..____..._. __ ......_..._.._._............. .__..... ........_......_-_................... :...-. ..�£ _................ _ ._...._.__.... - LUMBER �- _,.. .,,.<.. ,,.. SINK SINK " S ,<, r� 4 ;, AST E BACKUP OF ALARM _. a r r /�(� E ELEVATION NATION FT ILET BATTERY SYSTEM NORTH ELEVATION WOOD BLOCKING i E $ t Y b: _....._..._...._..__ _...._ _. ON MONOXIDE—_-. SCM4aR 110V WITH BATTERY 2"17�2" 1 " 3" WOOD FINISH BACKUPEECTRAPLAN FIRST FLOOR i : MEZZANINE EXHAUST FAN AS -'"., E3 � TO NEW SEPTIC SYSTEM AS PLYWOOD[LARGE SCALE] FAN :. " . ,s'3>% e . �,-.: .'; I ELECTRICAL PLAN REQUIRED BY CODE e a a h: APPROVED BY SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICE s ,s -_ �; ✓z s as C.O. n CAST IRONC.O. �4" C.O.AND 3,AP x FRESH AIR VENT SITE PHOTOS PROJECT DATA- N L PROPERTIES- 8850 BRIDGE LANE WIND 120 MPH-3 SEC GUST L`OOR PRESSURE INTERIOR ZONE:+30.4&-33.0 PSF END ZONE+40.7&-42.1 PSF VELOCITY PRESSURE=34 PSF WINDOWPRESSURE INTERIOR ZONE:+30.4&—33.0 PSF END ZONE+30.4&-42.1 PSF IMPORTANCE FACTOR 1.0& EXPOSURE CATEGORY"B" INTERNAL PRESSURE COEFFICIENT+/-0.18 BUILDING CATEGORY IV USE AND OCCUPANCY CLASSIFICATION- F-1 (FACTORY INDUSTRIAL MODERATE HAZARD OCCUPANCY) BEVERAGE:OVER 12 PERCENT ALCOHOL CONTENT BUILDING CONSTRUCTION- TYPE II-B PROPOSED STRUCTURE=8,635 SQ.FT.(MAIN LEVEL) KEYMAP PROPOSED MEZZANINE=1,000 SQ.FT.(SECOND LEVEL) 1-VIEW OF PROPOSED ACCESS ROAD FROM BRIDGE LANE PROPOSED STRUCTURE TOTAL AREA WITH MEZZANINE=9,635 SQ.FT. 9,365 SQ.FT.<15,500 SQ.FT.ALLOWABLE AREA AS PER TABLE 503 BC OF NYS EXIT ACCESS TRAVEL DISTANCE-200 FEET MAX AS PER TABLE 1015.1- 3 MEANS OF EGRESS PROVIDED-2 AT MAIN AREA(FERMENTATION AREA) 1 AT STORAGE AREA, (BARREL ROOMS AND CASE STORAGE AREA WIND LOAD=120 MPH(3 SECOND GUST) THE ENCLOSED SEALED PLANS HAVE BEEN DESIGNED FOR AND IN SNOW LOAD=45 P.S.F. COMPLIANCE WITH THE NEW YORK STATE BUILDING CODES-2007 PROPOSED WINERY FOR AND THE TOWN OF SOUTHOLD,NEW YORK-DESIGNED HAS BEEN B&L PROPERTY ROOF D.L.=2O P.S.F ENGINEERED WITHIN THE CRITERIA SHOWN TOTAL ROOF LOAD DL+LL(SNOW,WIND AND DL)=70 P.S.F. 8850 BRIDGE LANE CUTCHOGUE,NEW YORK 11935 FLOOR LOAD LL=100=P.S.F. S.C.T.M. #1000-73-02-04 o 2-PANORAMIC VIEW OF SITE LOOKNG NORTH AND EAST DRAWING DATE � U 11 MAY 2009 ISSUE DATE � -� � � Z•''" 221uNE 2009 21 SEPTEMBER 2009-FOR PERMIT AND BID REVISION DATE 19 OCTOBER 2009 G -1 3-PANORAMIC VIEW OF SITE LOOKNG SOUTHWEST DRAWING SCALE: 1/4"=1'-0" THE CONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF A+M+L ARCHITECTURE PLLC. ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT A + M + L A R C H IT E C T U R E STUDIO:184 MAIN STREET i SOUTHAMPTON NY 11968 i PH.631.287 7230 FX. 631.287 7240 W W W.AM L-A RCH ITECTU RE.COM I i gNa�u ACh! i ---t--------- o;? � OF Nor. I � I I i I LOADiING DOCK I v EMERGENCY i LIGHT - I 72'_4"<200'-0"MAx �,._::_„_,�_:,_„� i j — — — — !-_; 110 CASESTORAGE 1 i SURFACE i I I FERMENTINGAREA MOUNTED FIRE : 1021 0 EXTINGUISHER j I I I I CABINET I O _ SIO EMERGENCY I I EMERGENCY I - I-L_ I LIGHT LIGHT � r---------- ----LLIT�I -I-- I i 101 PROCESSING AREA 109 RESERVE BARREL STORAGE_�'1I'•�^�y1II1I I` _ I SURFACE i MOUNTED FIRE ' ID - - j _ _ _, _ SURFACE i I w SURFACE ;. '; I 1 SURFACE I � -' EXTINGUISHER I-. MOUNTED FIRE I I MOUNTED FIR I MOUNTED FIRE I o O _ CABINET I I I lO8 I MAIN BARREL STORAGE iD w 0 w I EXTINGUISHER N I I EXTINGUISHER I EXTINGUISHER j CABIN T I I CABINET CABINET XI i EMERGENCY I - LIGHTIllo' 13 I I I I � l i i i i i i I � j I ll 11 Fill ---------------, _ :. _... .. c CONTROL LAIB lo 104 6T-6"<200'-0”MAX ..C] SDS O - SDO - - BOTTLING ROOM - I ;;: ;;;;: -::- - --- 1031 I - _ -- _ ..........- I 4 LEG ............. 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ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT A + M + L A R C H I T E C T U R E STUDIO:184 MAIN STREET SOUTHAMPTON NY 11968 PH.631.287 7230 Fx. 631.287 7240 W W W.AML-ARCHITECTURE.COM p�D Qom. �9a ,A, i i ____ ___ a kj - ---------------------- I ri -- --------------------- I I li jl - I II I I I i I I I I I i I I I I I l i I - I I I I I T 1 I-T1 I I I I 1 1 1 1 1 1 I I I I 1 1 1 1 1 1 I I 1 1 1 1 1 1 II 1 1 1 1 1 1 I I 1 1 1 1 1 1 r _ - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — .. • .._..._........................ ........... ..... _...i � IL------------!---------------- II ..............I I J I I I i ;mn r i K u O j LADDER ACCESS MECHANICAL TO CATWALK 205 i I � I I I>I CATWALK AT ...._.........._._..._......_......_..____ I i t I I I SUSPENDED CEILING WITH I I I EMERGENCY II, r rCEILING TILES BELOW AT I LIGHT I I X I I MEZZANINE;LEVEL I I� a � CASE STORAGE I I I I WINE MAKING AREA I _..._..._..................._._. i t BELOW I I I p i. 41 ov".�:. I , CONCRETE SLAB SITE SDO I i s j i \ DATUM =0`-0" / I SURFACE :. ; ---------- ------ - ------ -------------------------- ---- ' \ MOUNTED FI I r00 , ;' s j EXTINGUISHE I V j CABINET ------------ -------------- ----------- -- r7-1 F--------- LADDER ACCESS . • I j TO CATWALK I I ev. �,.>�P'i I I �, •�i'"„ki ! ,, (fir ,�;:. �l� ;: `� I .. I nS '•! y.o. .=�_-� I I I I I �--,=_.,_—• 'r_..:._.� �___:,:-:.� �-:,_,r: 2-:.�_–� ,._..:�:�`• ��..I_�f-_:_,y,� i � � 1 ! I I I II I I I I I I I i j I � ii FULLY STAIR ACCESS I I L _. II RECESSED FIRE $� TO MEZZANINE I EXTINGUISHER AND CATWALK L IG ENCY I I I I I I I I CABINET I I I I i t i I I I I I � ............ �,-r'•_}_:y_:,_„_::_„_::_ BATH I I I IX €� i ! 20 i I; .i i i i ( SUSPENDED CEILING SUSPENDED CEILING I- x _ i BELOW WITH STUCCO BELOW WITH STUCCO 1 J --_--- j L _L_ c - `. -' - .. 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EXTINGUISHER-PROVIDED AT LOCATIONS AS PER TABLE DRAWING DATE 906.3.(1)OF THE FC OF NYS 11 MAY2009 ILLUMINATED EXIT SIGN-PROVIDED AS PER SECTION 1011 EXIT ISSUE DATE EXITIJ SIGNS [131 OF THE FC OF NYS 211 SEPTEMBER EPROVIDE DIRECTION ARROW AS 2EPTEMMBERBER 2009-FOR PERMIT AND BID 14— PER SYMBOL EL EMERGENCY EGRESS ILLUMINATION-SHALL PROVIDE REVISION DATE ILLUMINATION WITH BATTERY BACK-UP IN EVENT OF POWER 21 oaoBER 2009 FAILURE- LOCATED AS PER SECTION 1006 OF BC OF NYS OSD SMOKE DETECTOR CONNECTED TO CENTRAL STATION-PROVIDE AUDIBLE AND VISUAL ALARM ENUNCIATORS '-6if<200'-0" MAX TRAVEL DISTANCE TO EXITS-AS CALCULATED FROM THE MOST REMOTE AREA OF EACH SPACE FURTHEST ACTUAL ALLOWABLE POINTOF REMOTE TRAVEL TRAVEL DISTANCE EXIT EG - 2 POINT DISTANCE PER BC OF NYS MEZZANINE LEVEL EGRESS AND FIRE PROTECTION PLAN DRAWING SCALE: 1/8"=11-0- THE CONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF A+M+L ARCHITECTURE PLLC ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT A + M + L A R C H I T E C T U R E SCHEDULE OF DRAWINGS PLUMBING RISER DIAGRAM MATERIAL SYMBOLS SCHEDULE DRAWING SYMBOLS SCHEDULE WINERY - N & L PROPERTY N ROOF STUDIO:184 MAIN STREET SOUTHAMPTON NY 11968 ........___............ ..................-___................._............................_........................_.._. .....................__......................_._......._..................._......._..___..............._................_......................._._...._. 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APPEn1 Ar , ALL PLUMBING WASTE ' � a� :a �L?I SITE PHOTOS � � $WATER LINE ,NEED DATE:,��' �` of`� B,P.#�� TESTING 9E1"QR��pVE�ING FEE: NOTIFY A�� 765-1802 8 Ail' "i i? 4 PM FOR THE -FIRE INSPECTION FOLLOWING, IP.I.;PECTONS: RE RED BEFORE, 1. FouNr�-�T Io�q _ TWO REnu;RED FOR POURED CONCRETE Qp NG 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE RETAIN STORM WATER RUNOFF REQUIREMENTS OF THE CODES OF NEW PURSUANT TO CHAPTER 236 YORK STATE. NOT RESPONSIBLE FOR OF THE TOWN CODE. DESIGN OR CONSTRUCTION ERRORS. CERTIFICATION OF NAILING & CONNECTIONS 1-VIEW OF PROPOSED ACCESS ROAD FROM BRIDGE LANE KEYMAP REQUIRED. ALL CONSTRUCTION;HALL MEET THE REQUIREMENTS OF THE PROJECT DATA- N & L PROPERTIES- 8850 BRIDGE LANE BUILDING STRUCTURAL DESIGN -N & L PROPERTIES- 8850 BRIDGE LANE C,DES OF NE:VV 4''_",i;, ;4 TATE, WIND LOAD 120 MPH-3 SEC GUST DOOR PRESSURE INTERIOR ZONE:+30.4&-33.0 PSF END ZONE+40.7&-42.1 PSF BUILDING LOAD REQUIREMENTS: BUILDING MANUFACTURER TO PROVIDE SHOP DRAWINGS AND VELOCITY PRESSURE=34 PSF WINDOWPRESSURE INTERIOR ZONE:+30.4&-33.0 PSF END ZONE+30.4&-42.1 PSIF ENGINEERED CALCULATION FOR BUILDING DESIGN LOADS.BUILDING STRUCTURAL DESIGN SHALL MEET OR EXCEED ALL REQUIRED LOADING AS PROVIDED WITHIN THESE DOCUMENTS AND AS PER THE BUILDING CATEGORY II & EXPOSURE CATEGORY"C" INTERNAL PRESSURE COEFFICIENT+/-0.18 BUILDING CODE OF NEW YORK STATE AND THE TOWN OF SOUTHOLD BUILDING CODE. IMPORTANCE FACTOR 1.0 SEISMIC DESIGN CATEGORY"B" CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO ARCHITECT AND BUILDING INSPECTOR PRIOR TO PROPOSED WINERY FOR FABRICATION AND ERECTION OF BUILDING. SEE SHEET G-1 FOR REQUIRED LOAD REQUIREMENTS B&L PROPERTY USE AND OCCUPANCY CLASSIFICATION- F-1 (FACTORY INDUSTRIAL MODERATE HAZARD OCCUPANCY) 8850 BRIDGE LANE BEVERAGE:OVER 12 PERCENT ALCOHOL CONTENT CUTCHOGUE,NEW YORK 11935 S.C.T.M. #1000-73-02-04 OCCUPANCY LOAD- PER TABLE 1004.1.2 OF BC OF NYS BARREL AND CASE STORAGE AREA- ACCESSORY STORAGE CATEGORY: 3,565 SQ.FT.+815 SQ.FT.=4,380 SQ.FT. 1 PERSON PER 300 SQ.FT.=4,380 SQ.FT./300 PERSON/SQ.FT.=14.6 USE 15 PERSONS. SOLAR PANEL INSTALLATION -N & L PROPERTI ES- 8850 BRIDGE LANE PROCESSING AND WORK AREAS- INDUSTRIAL/OFFICE: 4,750 SQ.FT.+575 SQ.FT.=5,325 SQ.FT. 1 PERSON PER 100 SQ.FT.=5,325 SQ.FT./100 PERSON/SQ.FT.=53.3 USE 54 PERSONS. SOLAR PANEL INSTALLATION SHALL BE ENGINEERED TO MEET THE REQUIREMENTS OF THE BUILDING 2-PANORAMIC VIEW OF SITE LOOKNG NORTH AND EAST TOTAL OCCUPANCY=15+54=69 PERSON-TOTAL OCCUPANCY LOAD CODE OF NEW YORK STATE AND THE TOWN OF SOUTHOLD.ROOF LOAD REQUIREMENTS SHALL BE DRAWING DATE INCREASED AS REQUIRED TO SUPPORT OF SOLAR SYSTEM, 3 P.S.F.MINIMUM. PANELS,MOUNTING 11 MAY2009 BUILDING CONSTRUCTION- TYPE II-B RAILS AND CLIPS SHALL ALL BE DESIGNED TO MEET THE 120 MPH WIND LOAD(3 SECOND GUST) . g n PROPOSED STRUCTURE=8,635 SQ.FT.(MAIN LEVEL) SHOP DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING INSPECTOR. ISSUE DATE )SECOND LEVEL( PROPOSED MEZ x - ZANINE=1,000 SQ.FT.( SOLAR PANELS,WIRING AND REQUIRED SAFETY AND DISCONNECTS SHALL BE AS PER NYS ELECTRICAL 22 JUNE 2009 21 SEPTEMBER 2009-FOR PERMIT AND BID PROPOSED STRUCTURE TOTAL AREA WITH MEZZANINE=9,635 SQ.FT. CODE 9,365 SQ.FT.<15,500 SQ.FT.ALLOWABLE AREA AS PER TABLE 503 BC OF NYS EXIT ACCESS TRAVEL DISTANCE-200 FEET MAXIMUM AS PER TABLE 1015.1- yti REVISION DATE 3 MEANS OF EGRESS PROVIDED-2 AT MAIN AREA(FERMENTATION AREA) 19 OCTOBER 2009 IATSTORAGE AREA, (BARREL ROOMS AND CASE STORAGE AREA) CATWALK INSTALLATION -N & L PROPERTIES- 8850 BRIDGE LANE 2�OCTOBER2OO9 SOUTHOLD CHANGES WIND LOAD=120 MPH(3 SECOND GUST) GROUND SNOW LOAD=20 P.S.F. CATWALKS SHALL PROVIDED AS SHOWN. SHOP DRAWINGS SHALL BE PROVIDED TO ARCHITECT ROOF SNOW LOAD=30 P.S.F.+8 P.S.F COLLATERAL LOAD(5#MECH+3#SOLAR) CONFIRM DIMENSIONS AND CONFORMANCE WITH BUILDING CODE OF NEW YORK STATE AND ROOF D.L.=20 P.S.F SOUTHOLD TOWN CODE. TOTAL ROOF LOAD DL+LL(SNOW,WIND AND DL)=70 P.S.F. THE ENCLOSED SEALED PLANS HAVE BEEN DESIGNED FLOOR LOAD LL=100=P.S.F. FOR AND IN COMPLIANCE WITH THE NEW YORZK STATE BUILDING CODES-2007 AND THE TOWN OF ROOF SNOW LOAD SHALL BE CALCULATED IN ACCORDANCE SOUTHOLD,NEW YORK-DESIGNED HAS BEEN WITH SECTION 7.4 OF ASCE 7. ENGINEERED WITHIN THE CRITERIA SHOWN-SSHOP DRAWINGS SHALL BE PROVIDED BY BUILDING 3-PANORAMIC VIEW OF SITE LOOKNG SOUTHWEST _ SEISMIC DESIGN CATEGORY"B" MANUFACTURER DRQ i✓ING SCALE: THE ^;C"•'aA'f OF THIS DRAWING IS THE EXCLUSIVEPROPERTY OF A+M+L ARCHITECTURE PLLC ANY USE, REPRODUCTION,TN WHOLE OR IN PART MAY ONLY BE MADE WMATHE PRi"' RITTEN CONSENT OF THE ARCHITECT A + M + L A R C H I T E C T U R E STUDIO:184 MAIN STREET j SOUTHAMPTON NY 11968 PH.631.287 7230 j Fx. 631.287 7240 W W W.AML-ARCHITECTURE.COM i I i I I I i r-- ---------=--------- —� I � I ' I I I I I i I LOADING DOCK v EMERGENCY LIGHT uQu �:,_:,_ .1. _„_:: 72'-4"<200'-0"MAX _:,_:,_::_::_:,.♦ .. 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MT73 IS -' EXITIDOORI i I 81II SEE SHEET G-1 FOR BUILDING SIZE AND LOAD INFORMATION i M 1 FIRST FLOOR PLAN EGRESS AND FIRE SCALE:11/8"=1'-0” PROTECTION i i PROPOSED WINERY FOR B&L PROPERTY 8850 BRIDGE LANE CUTCHOGUE,NEW YORK 11935 S.C.T.M. #1000-73-02-04 TABLE OF SYMBOLS- EGRESS AND FIRE PROTECTION PLANS DRAWING DATE FIRE EXTINGUISHER CABINET- UNLOCKED-PROVIDE TYPE 2-A 4MARCH 2009 F.E.C. EXTINGUISHER-PROVIDED AT LOCATIONS AS PER TABLE 906.3.(1)OF THE FC OF NYS ISSUE ATE 21 SEPTEMBER 2009-FOR PERMIT AND BID ILLUMINATED EXIT SIGN-PROVIDED AS PER SECTION 1011 EXIT JEXITJ SIGNS [131 OF THE FC OF NYS,PROVIDE DIRECTION ARROW AS 14— PER SYMBOL REVISION DATE 21 OCTOBER 2009 EL EMERGENCY EGRESS ILLUMINATION-SHALL PROVIDE ILLUMINATION WITH BATTERY BACK-UP IN EVENT OF POWER FAILURE- LOCATED AS PER SECTION 1006 OF BC OF NYS (DSD SMOKE DETECTOR CONNECTED TO CENTRAL STATION- PROVIDE J AUDIBLE AND VISUAL ALARM ENUNCIATORS ♦ ' S '-6"<2OO'-O” MAX TRAVEL DISTANCE TO EXITS-AS CALCULATED FROM THE MOST EG -1 REMOTE AREA OF EACH SPACE FURTHEST ACTUAL ALLOWABLE POINT OF IN LEVEL EGRESS AND REMOTE TRAVEL TRAVEL DISTANCE EXIT FIRE PROTECTION PLAN POINT DISTANCE PER BC OF NYS DRAWING SCALE: 1/8"=1'-0” THE CONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF A+M+L ARCHITECTURE PLLC. ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT A + M + L A R C H I T E C T U R E STUDIO:184 MAIN STREET SOUTHAMPTON NY 11968 PH.631.287 7230 FX. 631.287 7240 W W W.AML-ARCHITECTURE.COM :t�i"`�,��F►ED Agcy i i r------------- T-------------I F-J_... ----_._..._... -- -i.._--- -- --._...—,, I L-A7'1 I I I i I I I I II I 11 - � li i ii I I I I I I I I I I ii__ _T_-1 I I I I I II I i I I I I I I I I I I I I I I I I J I I I I I I I I I I I I I I I I � 4 - - - - - - - - - - - - - - - - - - - - - 1III I iii - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- --- - ---.._...-----------------------------„ - -- - --- ------ ------ - -- --- : wj I I I I I I I •• • II IL------------ ---------- j II . ---------------- — ------- I I I ............................._..._......_.__...._...._.... 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I I RECESSED FIRE I I II i i TO MEZZANINE 24"MIN CODE-STANDARD RAILING - i I EXTINGUISHEREMERGENCY l i LEAR THIS SECTION .1 AND CATWALK I I I I I TYP CABINET LIGHT I j i i I - QQ. , ,_,:_,:_::_::_ u_ni_:,_:,_::-CQ _,j I I I 1 111 I,1 11 11 111:1 11 I I sr-.: ...... 1 1 I ...... IX3 202 BATH F.E.C. c" SUSPENDED CEILING SUSPENDED CEILING I LlJ_L------_I—_ XI 1 i BELOW WITH STUCCO BELOW WITH STUCCO FINISH AT BARREL ROOM FINISH AT BARREL ROOM EMERGENCY LIGHT I 2011 OFFICE SDO O I O I I I N � � � i �tL�ir�i lCm�t _ -- SDO ' 3�r` STORAGE R_AGE20 � ---------- ------------------ -------------------- -- II II I 2041 KITCHl NETif— —--------- _..__...-._..._._ TO EXIT AT! I MAIN LEVEL! i I ----------------------- ------------------------ - - - - - - - - - - - - - i EMERGENCY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EGRESS WINDOW i I �2 MEZZANINE PLAN EGRESS AND FIRE SCALE:1/8"=1'-0" PROTECTION PROPOSED WINERY FORB&L PROPER? 8850 BRIDGE LANE CUTCHOGUE,NEW YORK 11935 S.C.T.M. #1000-73-02-04 TABLE OF SYMBOLS- EGRESS AND FIRE PROTECTION PLANS FIRE EXTINGUISHER CABINET- UNLOCKED-PROVIDE TYPE 2-A F.E.C. UM EXTINGUISHER-PROVIDED AT LOCATIONS AS PER TABLE 906.3.01 OF THE FC OF NYS DRAWING DATE 11 MAY 2009 ILLUMINATED EXIT SIGN-PROVIDED AS PER SECTION 1011 EXIT ISSUE DATE EXIT SIGNS[B]OF THE FC OF NYS,PROVIDE DIRECTION ARROW AS 22 JUNE 2009 PER SYMBOL 21 SEPTEMBER 2009-FOR PERMIT AND BID EL EMERGENCY EGRESS ILLUMINATION-SHALL PROVIDE O ILLUMINATION WITH BATTERY BACK-UP IN EVENT OF POWER REVISION DATE FAILURE- LOCATED AS PER SECTION 1006 OF BC OF NYS 21 OCTOBER 2009 27 OCTOBER 2009-SOUTHOLD CHANGES OSD SMOKE DETECTOR CONNECTED TO CENTRAL STATION-PROVIDE AUDIBLE AND VISUAL ALARM ENUNCIATORS 11 1, <2001-011 MAX TRAVEL DISTANCE TO EXITS-AS CALCULATED FROM THE MOST REMOTE AREA OF EACH SPACE FURTHEST ACTUAL ALLOWABLE POINTOF REMOTE TRAVEL TRAVEL DISTANCE EXIT POINT DISTANCE PER BC OF NYS EG - 2 MEZZANINE LEVEL EGRESS AND FIRE PROTECTION PLAN DRAWING SCALE: 1/8"=1'-0" THE CONTENT OF THIS DRAWING 15 THE EXCLUSIVE PROPERTY OF A+M+L ARCHITECTURE PLLC ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT 3 y'd �5 L4 Safi 2 x r t X A + M + L ARCHITECTURE 1SOUTHAMPTON NEWYORK 11968 FaRN & L PROPERTIES WINE MAKING FACILITY P 8850 BRIDGE LANE CUTCHOGUE NEWYORK 14 AUGUST 2009 gEe 24 On BLDG.aBPZ. it, aF soulHOLo S a SCTMN:1000.842-33 EXISTING SOD FARM " ZONE A{ SEE INSET DETAIL- TEST HOLE DATA: OWNER--WJK LLP 650 BRIDGE LANE DWG#2- S.1 \\\ X 67.e X 59.0 J \ CUTCHOGUE,NY 11935 / X%9 X 59.0 X 5e.7 � X n.9 I/\ \ TEST BORING BY:MC DONALD G CE s6` A + M + L X5..9 mKreowwAY _` X n., \ X55.7 USE:FIELD CROPS/WATERFRONT s61 X ssa j/ 60 58 X 57AA R C H IT E C T U R E S 45'40'50'E ��-.� SL9 55A - - -- ------- --sfi--"` _�-% 1427.85 545.50901E \'��_ 926.10• X 566 '---- -- --- SCTMN:1000-73-2-1 ---_ s99 wx .o _ DATE:3- 1- - 3 2009 -_ - fill 61.1 59.9 X X593 wla KOADWAY tlr� EET ZONE:R-80 b ._..... .............._._......... ........ -- --- ---- --- --- --- -- \ "..•.a"�. 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GAIGGF OWNER:WILLIAMRHOWELL ..._...____ ..._. .. ._... � UPSKI $ .. ......._.. _ _ .......__.. _..... ... ................... ... _ ........ _... ..._._ ..... ___ ........................_ ..:. � � __. .. _. .. ......... ............ ... ... .... .... ...._ ....... ........... ........ _.....__...... _ ..._ .. ...__.._ ......... __ ... ..... .... ..... ..... ... .. -. _ ....__ .,.........._... .. N45'32'00'W BRIDGE LANER 110 OXFORD ROAD ........ .... .__ -. .. ...... ...... ...... .... ....__ .. ......._ _...._.. .... .. ......... ---_. ...... .... .............. ... ..... ... .._. i"......_ --- -- .._.... .._..... ...._............ ......... .._..... _... _._. .._... .... .._. .. .... ...... ._.. ..... ......___ ._. 25.0 a � ......... .............. ............_. -........ ....-.... _. ._..... _. ....... .. .. ...... ... .. _ .._......... o o ....... 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W W 3 �' a �,yy / / .o ........... ....... . ............... ._ _._. _......_ .. ..... .. ......... ... ...�. _ - -.. ......__ ... .. ..._..... ......... \ DEMOLISHED ... ,.1l _. ...__ . ..... ... ...... ......__ ..--- .... .. ... ...... ........ x� I.�. ............,_.... .. _. __.__. ..... ..... .... ......... ... ....... _ W �• f�EG u / / / - __ � ..... .......... .._.._._.._.. ...... ............_... .. ._ ..... . ...... ... .. . ... ... .. ..__. .X. s IN APRIL 2008 ses ,�' .. __ ..... ..... . ... .................. .._....._._ ............ ._.._.._.___ .......... .... ........ ..__.. ... .._ .. ..--- .... ... ._.__. .. .. .._... ... ...... .... .. _ ....... .._.. u / � HE EKGW / 5.5D' ..... -_.__ .... ......... ... ...._../ . ..___ ...... .............. ..__ .. ...... ..._, ._..._. .... .......... ..... .. � _..___.... _. ....... ....... ..... _...... .. ... ........_. .._ ...... .._. ............. ... ...__... ...._.... 2 !a.o.oP,?/ U \ Nu"uNK ...._... .......... ..... ..__. ... ...___....... ...... ... ...... ._ .._....._ .... ............. ...... _ ......... ..... wx� N45111'201 ... ..... .__ ... _._ ..._..........Xfi02. .. .. _ ..._.x6o3 ..... .. ..-.__. .__ ......_. �`-.�` ..... - 60.7 _ _--___ ` ....... �. . � � --.-'-.-.--I ..-- X rM�• w O NIS3190'W 609 '0 NiIIfY M]LE-_..._ U1111IVIgE BYEIII1fADINNIfi '--' ` UTI w,ICMON xr_.,on COxc/�ON ._ OVEKNMDMIE6 OVeINFADvnIUG UIIUIYroIF ueurvrou: ' 'w 1 / /("� rozr.wEfENCE N45'17'20' uun�l NvrElz Nrr•n uEyp -60- --a_ ��-- vlumrou � X l27 � / � ' x X669 X653 GMVEL KASxH/iLT x/,VEMEM X fi1.6 IIIONrxa• IFGAL D6KIIIPEId�'_ X60.7 x 61DGEOFMYFMO/f (ip,E KEIOGIFD) •++ � X67.0 N e2E IaINYIOIE 1375.D3' NYfIa OVF MD NKM .� wxc UT111YroUE IlDllrl'IOIF UDUTY PGIF unurY rouE EGW Of EVE,Il411fi 60.9 X NYTN9 NYTN 693 X633 X 613 NYf•E ., /-33 �.� =-i _ �------- -._.-....-- --- BRIDGE LANE X606 6a7 X X 59.7 N 45.32.00•W 59.,X 1 / es3 x x 7e9 i EXISITNG FRAME BARN 60.5 �1 X 593 ---- --� 15.09' /� � � f 3,490 SQ.FT.SINGLE STORY 100 S SQ.FT.SINGLE SHED - �. •fIEEHYDMNr 599 60S �•t s 5 X e69 SCTMN 700072-1•1.6 NO WATER OR SANITARY Q GLE STORY ,D W SCTMN:1000.73-1-1 NO WATER OR SANITARY r.E N SCTMN:1000-73-1.3A � 3 � ZONE:R-80 is !£ E $ ZONE:A{ ZONE:A-C iRAMEIIV/elG F-j OWNER THOMAS AND LAURA KENNEDY 261 DOGWOOD LANE OWNER BRIDGE LANE,LP Q MANHASSET,NY 10030 1200 N.FEDERAL HIGHWAY OWNER LIEB VINEYARD,LLC SITE PLAN SOCA RATON,TLA 33432-2803 P.O.B OREGON ROAD Dw6uc 000-84.1.6. fMaEwWuc USE:,FAMILY RONT RESIDENTIAL/ .- EXISTING SERVICE AREA- P.O.BOX907 SCTMN 1000841.31] sCTMN:10008474.6 WATERFRONT .-._....'�M_..-""�"f "•"' USE:RESIDENTIAL VACANT LAND CUTCHOGUE,NV 11935 SCTMN:1000-841.6.1 SCTMN:1000-841-62 drawing scale 1 -100 ZONE A{ ZONE. ZONE A-C ZONE A-C NO PROPOSED CHANGES Z USE:TOWN OF SOUTHOLD ZONE: iMME DEVELOPMENT RIGHTS OWNER:EDWARD JAEGER OWNER VIRGINIA ASIP OWNER:MARIE MCLAUGHLIN OWNER RAYMOND RKRUK DwfuG (D 8355 BRIDGE LANE 8255 BRIDGE LANE 89-10 85TH ROAD 7645 BRIDGE LANE LL CUTCHOGUE,NY 11935 CUTCHOGUE,NY 11935 WO085TH ROAD 11427 CUTCHOGUE,LAN 11935 USE:1 FAMILY RESIDENTIAL USE:7 FAMILY RESIDENTIAL USE:1 FAMILY RESIDENTIAL USE:1 FAMILY RESIDENTIAL PROPERTY LINE SITE DATA SURVEY INFORMATION PROVIDED BY: ROOF&HARDSURFACE AREA- GRAVEL AREA,(ACCESS DRIVEWAYS), RAINFALL CALCULATIONS FOR DRYWELLS: RAINFALL CALCULATIONS FOR DRYWELLS: ------------------ _ w' ' CO*Q NEW GRAVEL in PROPOSED WELL LOCATION NATHAN TAFT CORWI N 145'x 66'=9,570 SQ.FT. GRAVEL AREA: =23,400 SQ.FT. CAIN � w.,_ SERVICE DRIVEWAY FOR ... Sc (FOR DOMESTIC" WATER-BUILDING ROOF AREA: „ O TCi �6X a,. tn.> 3: L CASING WITH = R T ' S R ry m Q . NO IRRIGATION , REQUIRED O (RUNOFF 1 GRASS AREA ------------------ p LOADING DOCK .. RAINFALL) M ONLY 4 PVC WELL LAND SURVEYOR 9 570 sQ.Fr x 166(2 RA LL) 1,5$8 CU.FT.- E u 23 400 SQ.FT X O 166(2 RAINFALL)X 6 O m' STAINLESS STEEL SCREEN&STA-RITE COEFFICIENT)=2,330 CU.FT. -REQUIRED TQ pe�, Z a w rue Su .FT./50 SQ.FT.(AREA OF 8'O DRYWELL)_ ' `� 1,588 cu MFq �8f', {✓F STAINLESS STEEL 1.5 HP PUMP Heys -Subdivisions - Site Plans - Construct on Loyrout A 4 31.7 VERTICAL FEET OF DRYWELL REQUIRED , y/G�y ----- ------ ---- ------ Q PROVIDED WELL TROL-WX35O PHONE (631)727-2090 Fax (631)727-1727 2,330 CU.FT./78SQ.FT.(AREA OF 10'0 DRYWELL)_ DRIVEWAY LP= qTF }'. . . TRACTOR DRIVEWAY STORAGE TANK-220 GALLON OMCES LOCATED AT MAILING ADDRESS / 30 VERTICAL FEET OF DRYWELL REQUIRED - R(/N TURNAROUND 12"0 POLYETHYLENE KE P.O. USE 4)8'0 X 8'DEEP DRYWELLS=1,600 CU.FT.-PROVIDED V TYPICAL AT(4); F Q TYPICAL AT 4). x CAPACITY LOCATED IN BUILDING. RIVERH D,ew AVENUE Riverhead, NewBYork 11901-0965 I Oi/ GRASS AREA ul,. AREA WATER W �� u N.Y.S. D R 50467 LP-1010 X 8'D P WITH ER SERVICE LINE ,, cy .. a . G. E _... .........._..._..... I .� r _ m USE(4)10'0 X 8 DEEP DRYWELLS=2,500 CU.FT.-PROVIDED 1 O NO IRRIGATION CONCRETE O ,' '� , I y�� C • �� TRA NG DOME � 512.0 PROPERTY LINE f,�y 11, 2007 t)ppA7E SURVEY CANOPYROOF AREA: 600 SQ.FT. Lit '.,PITCH TO GRA'F'E,. � / E ............. I s'o ` :. RETAINING WALL COVER, AST IRON. �� I I 1 ryPICALALLSID ® ,�� _ baa$Q.FT.X.166(2 RAINFALL)=lOO CU.FT.- REQUIRED ,.GRAT 'AT GRADE,. Q I`\, �,. LT-1 ROOF ��_�,' . � Q > lOO CU.FT./SO SQ.FT.(AREA OF 8'0 DRYWELL - -- STORMWATER TYPIC. L AT.(4)FOUR Vy ;r� SITE&BUILDING INFORMATION: ) - I 1538'4-.... . 9�0' NEIN GRAVEL CONTAINMENT (ALP-8�1 ,�, ? ^ � E ELL REQUIRED STANDARD NOTES: CON ' ETE RAMP DOWN TO � 2 VERTICAL FE T OF DRYWELL SIDE YARD.SETBACK. PARKI G'AREA ONLY W��E w TOTAL LOT AREA=1,353,536 sQ.FT.= 31.07 ACRES USE 18'Qf X 4'DEEP DRYWELL=200 CU.FT.-PROVIDED DUMPSTER WITH ' EC DRIVEWAY CONTACT THE ENGINEERING INSPECTOR 4,5 ACES OF ELE:. 1.5-� TOTAL GRAPE CROP AREA=887 875 sQ.FT.=20.38 ACRES O (765-1560)AT WOOD ENCLOSURE I T_1 • a AREA=465,661 SQ.FT.=10.69 ACRES ST 24 HOURS PRIOR TO START OF ANY WORK.WORK TOTAL OPEN LEA I ' ° HVAC UNITS WITH HEDGE a CROP COVERAGE PERCENTAGE=65%CROP COVERAGE LOADING DOCK RAMP: 920 SQ.FT. PERFORMED WITHOUT INSPECTION SHALL BE CERTIFIED _...__ I TRUCK. lOE_oO ' ' . T-1 �_�. �� SCREENING n TO THE ' "- 1 -,---�- QQ _ 92 X 1 ENGINEER'S SACTISFACTION AT APPLICANT L TURNAROUND. - . -- . = - .• -: - - - - - - - - - - - - - - - - - - ' - ' - ' - - - ' - ' - - - - - • - - - EXISTING STRUCTURES=4,429 SQ.FT.(FOOTPRINT) 0 SQ.FT. 66(2 RAINFALL)=153 CU.FT.- REQUIRED EXPENSE AREA'. ; - - -- _ CONCRETE CI DRAT GRATE-,E 58. 5 RA ED LOADING W ROOF PROPOSED STRUCTURE=8 o IS Y Y ,635 SQ.FT.(FOOTPRINT) 152.7 CU.FT./50 SQ.FT. AREA OF 8 DRYWELL)_ �• :61.5 LOADING RAMP I GRP -� AREA,W H 61.0 STORMWATER I P OF RAMP - �1 CA _3 ?. PROPOSED O ENT =13'06 REQUIRED AND COMPLETE ALL UTILITY RELOCATIONS, PITCH.TO G L' TOTAL ,� _.....,__....7P!CALALisr , �o PITCH CONTAINMEN V� E C NTAINM PROPOSED STRUCTURE TOTAL ARE -- I _.... ® , A WITH MEZZANINE= p NOP T � 3 VERTICAL FEET OF DRYWELL / COORDINATE �_.fI , „ ® � ONLY USE(1 8'0 X 4'DEEP DRYWELL=200 CU.FT.-PROVIDED�/ ALL BUILDING UTILITIES SHALL BE INSTALLED BELOW .DRIVEWAY LP- -1=T-2- -tT2-- L - 2P 8� 9,635 SQ. FT. �L______J_ I GRADE, PROVIDE APPROIATE RISERS AT UTILITY POLES / ELE763.0-I- I '1O=O, '. ..'TYPICAL AT{4) 'DEEPI TOTAL AREA OF ALL BUILDING SQ.FT.=14,064 SQ.Fr. 1 5 ' F ii' 6 .O TYP 00 -31 (INCLUDES ALL BUILDINGS ON PROPERTY) _...._. ....._..... I / o P POSE n LT-2 O F THIS SITE IS DESIGNED AND APPROVED FOR �. -1 / �Y i1 P LOT COVERAGE PERCENTAGE=0.9%LOT COVERAGE / LT-1 N LT �/ + II I CES WINE-MAKING ONLY,AND SHALL NOT BE OPEN TO THE I NEW RAVEL 1 _ 'CP 8 1 F---._ _._._._.------ ----- ._._._._._._._. Iv._._.�. WASTE SYSTEM I p PARKI G AREA . f I (T !! �•y I PUBLIC FOR AN REASON INCLUDING EVENTS AND �8 DEE/PI PRO OSED�B ILD G ,635+/- II q AREA WINE-TASTING.Y O 4 SPACES �: :_ __ --__ -_ _ li 1200 GALLON - -- --'- O• N ROOF ii _,�;._._. ._ SITE LIGHTING INFORMATION: � . Ii - •- - -• -•- SEPTIC TANK ESTABLISHED EDGE I O, ( EXPANSION fill ELE63.0 (8'0 X 4'LIQUID DEPTH) 4F CROP LINE_ j J' '-0"' . 1 - . H R - • _ LT 1' ARCHITECTURAL AREA LIGHTING-MITRE M4 PROTECT ALL j - !! ' - LT-2 , BOLLARD-'FULL CUTOFF'UNIT WITH 26 WATT 4 PIN I + Q LT-1 STEPS AT ENTRY F.F.EL 63.0':. i �' i ! ' EXISTING CROP # - .�"+ 7 COMPACT FLOURESCENT LAMP. ° _: : _._ _. _:_: ._._. it ! INE STORAGE i FIELDS ! ® E E C $ ❑ INE MAKING II - i 15.0' f -- CALCULATIONS FOR SANITARY SYSTEM(OF-1): CALCULATIONS FOR ................................ ............... .. . _ •f�_ l r / � =�i t I LT-2: ARCHITECTURAL AREA LIGHTING-MITRE-M3 F•- -�•-•- -•-•-.- •-•-•-• -• - -•- C� PROCESS WASTE SYSTEMS(OF-2&OF-3): � i ❑ - ---- � ,'T, � -•-•�, � f �--f f f ( f ! � � ! 'FULL CUTOFF'WALL UNIT WITH 26 WATT 4 PIN A P N IL N 6 . /,f/ f __..._._ ❑❑ _ I `� ® 1 ®® I I I I ® i i \"/ \` -` ; GENERAL INDUSTRIAL LOAD:O.a4 GPD/SF f i _ i I I11 IL ❑ '� 11 I b r:: b - b �' b � b - b � ` 3 COMPACT FLOURESCENT LAMP. TYPICAL WINE INDUSTRY HISTORICAL WATER USE DATA I i '' I • • L�'-1 LT- I! I 1 �. C � PROPOSED BUILDING MAIN LEVEL=8,635 SQ.FT.1 i ' I ❑ ❑ �� 1 I 1 ! i ; ! pit] STRAINER" ., I j 8,635SF x 0.04 GPD/SF=345 GPD WINERY PRODUCTION @ 6,000 CASES/YEAR PROPOSED WINERY FOR ❑ ❑ d 1 i=:=:=: TRAP �._ �/, LT-3: ARCHITECTURAL AREA LIGHTING- UCS'FULLY X 2.38 GAL.PER CASE=14,280 WINE GALLON B&L PROPERTY DECs 1 b i I MEZZANINE SECOND LEVEL,STORAGE ' . ❑ ROOF 1 i I �" LEACHING POOL: ~ SHIELDED PENDANT LIGHT WITH 42 WATT 4 PIN PROPOSED M ANNUAL WATER USE AT 25 GAL PER CASE X 8850 BRIDGE LANE I b n ® ®® =500 SQ.FT.-NO ADDITIONAL LOAD PER PRE-CAST.CONCRETE. ❑ I ! ' iffm IBM10 0 X 12' COMPACT FLOURESCENT LAMP. 6 000 CASES=150 000 GAL. PER YEAR CUTCHOGUE,NEW YORK 11935 _........_. I ❑ / 62.0 I _ TRAP- _ MEMORANDUM 22 , VERS kL9$D$URFACE /� �` I EFFECTIVE DEPTH I -,_ . _ _ _ .---� LT-2 ATER USE FOR MAX.MONTH.0.12 x 50 000 C.T.M. #1000-73-02-04 �...-_SECONDARY �� I W 1 , AT HANDI•,CAP:PARKING, ' i ELE:61.0 PROPOSED MEZZANINE SECOND LEVEL,NON MEDICAL 1 SPACE NEW GRAVEL UNDERGROUND ------- - E'6'O STRAINER TRAP PROPOSED + PROPOSED OFFICE=500 SQ.FT. =18,x00 GAL. I I I �- PARKING CALCULATIONS: -'-_ -_,_,_.._.___' H(DAILY LY MAX FL --- - .--.-- ...............-...- I ❑ PROPOSED!-- ! I GENERATORAND O I _CONCRETE STEPS BUILDING-NO I 500 SFX 0.06 GPD/SF=30 GPD FOR 26-DAY WORK MO OW); NT D ' 's'PARKING'AREA. ELECTRIC SERVICE 1000 GAL I!J i - I In 1 BASEMENT I 18,000/26=693 GAL/DAY PITCH TO.GRA1lE 1' ❑ %�% i I HVAC UNITS WITH ' '7, - AT ENTRY DOOR I 524.0 GROSS FLOOR AREA: 8 SPACES ❑ FEEDERS UNDERGROUN �'� • , I""''� I EXISTING BARN=3,490 SQ.FT. ....... ........ - ................... _ TYPICAL ALL SID `` , FEEDERS PROPANE TANK ,�•�:%' •'• C4 j HEDGE SCREENING�� / �� `., �-r� ROOF SIDE YgRp SETBgCK WINE MAKING: 5,450 SQ.FT. 3,49OSF X 0.04 GPD/SF=140 GPD OTAL PROPERTY LOAD=693GPD ' (7+1 H.C:) ❑ ;'; ,.- I I I1 12p-$Q}' STORMWATER WINE STORAGE:4,175 SQ.FT. 75%OF LOAD AT OUTFALL-2=52OGPD DRIVEWAY LP _, - ;' C�, /� '� 1200 GALLON 1$'DEEP/ CONTAINMENT EXISTING GARAGE=839 SQ.FT. 25%OF LOAD AT OUTFALL-3=173GPD O - GYLCOL SYSTEM j + •c �� / Q' TYPICAL AT.4 ❑ / SEPTIC TANK ONLY-TYPICAL WINE MAKING:5450 SQ.FT./1 PARKING SPACE PER DRAWING DATE . 1 1200 GALLON / 50 9SF X 0.04 GPD SF=34 GPD WITH WOOD _. . •, f 83 / 0 SQ.FT.OF G.F.A. LIGHT INDUSTRIAL USE 11 MAY 2009 I .' FORME '•�' ,'� ENCLOSURE .` � , SEPTIC TANK ,' �_�% --------. (8'0 X 4 LIQUID DEPTH) ( ) t--•. 30'-0". 20'-0" ❑ / C(�X .. / =11 PARKING SPACES EXISTING SHED=100 SQ.FT. SEPTIC TANKS-(USE OUTFALL-2 FOR DESIGN CRITERIA) 8�X 4 LIQUID DEPTH / \ ' _...... I ' ELECTRICAL `,( ) !, 1 I ; i EXPANSION 100SF X 0.04 GPD/SF=4 GPD TOTAL LOAD=520 GPD ISSUE DATE 1 TEST HOLE �Qr/ .1 < < WINE SORAGE: 4,175 SQ.FT./1 PARKING SPACE PER 520 GPD X 2 DAYS=1,040 GALLON SEPTIC TANK MIN. 22 JuNE2009 TRANSFORMER r / LEACHING POOL: ��/ _-_ " 1000 SQ.FT.OF G.F.A.(WAREHOUSE USE) TOTAL PROPERTY LOAD= 553 GPD _.. .._____._....... ........ . I ,. ._.. . LOCATION � / _ 1 `------- µ W =5 PARKING SPACES USE(1)1200 GAL SEPTIC TANK AT OUTFALL-2 / a ❑ I / 10'0 X 12' USE 1 1200 GAL.SEPTIC TANK AT OUTFALL-3 V 1 � ' - � ❑ � SAFETY BOLLARDS ELEVATION=60.0 ;" �-�/ =--�-� �� ❑ O . EFFECTIVE DEPTH SEPTIC TANK ❑LT-1 I TY 1 I IO F TOTAL=16 PARKING SPACES- REQUIRED AND PROVIDED ,, 1 / ,' PROPOSED PROCESS / AL LOAD=553 GPD U LEACHING L: �,� _�� EXPANSION W M GRASS ARE - LEACHING POOLS-(USE OUTFALL-2 FOR DESIGN CRITERIA) REVISION DATE ❑ I i HING POO � 1+'--_ q � A (15+1 H.C.PER N.Y.S.CODE GPD X 2 DAYS 1,106 GALLON SEPTIC TANK MIN. TOTAL I a 10'0 X 12' ..W_ ._,_._._.___--- AREA NO IRRIGATION ) 520 GPD/1.5 GAL/SF/DAY=347 SF.OF LEACHING 20 MARCH 09 553 " D ❑❑ I i w w EFFECTIVE DEPTH _- THIS SITE IS DESIGNED AND / 2APRIL OF-1 USE 1 1200 GAL.SEPTIC TANK V POOL SIDEWALL SURFACE AREA REQUIRED 4MAY 2009 LT-1 I ! o a APPROVED FOR WINE-MAKING ONLY, PARKING CALCULATIONS REFER TO SOUTHOLD f ad 21 JUNE 2009 USE 10'0 LEACHING POOL=31.4 SQ.FT.PER PROPOSED AND SHALL NOT BE OPEN TO THE TOWN CODE:CHPT.280;ARTICLE XVIII;S$280-78 14 JULY 2009-SUFFOLK COUNTY CHANGES J LEACHING POOL FOOT OF EFFECTIVE DEPTH 18 AUGUST 2009-TOWN OF SOUTHOLD CHANGES I NEW GRAVE I I i Q w I PRIMARY ELECTRICAL I } t7 SANITARY SERVICE :. 1 !; I- o PUBLIC FOR ANY REASON INCLUDING 553 GPD/1.5 GAL/SF/DAY=369 SF.OF LEACHING USE 12'DEEP LEACHING POOL AT OUTFALL-2 14SEPTEMBER 2OO9 � DRIVEWAY � SERVICE FEEDER CABLE %;7 � m SYSTEM AREA q EVENTS AND WINE-TASTING. POOL SIDEWALL SURFACE AREA REQUIRED 31.4 SF X 12'EFFECTIVE DEPTH=377 SF.OF SURFACE I LT-1 "- O POPULATION DENSITY EQUIVALENT: - ---- - - j j �' T AREA PROVIDED-377 SF. >347$F REQUIRED. ;n Oqp USE(1)10'0 LEACHING POOL=31.4 SQ.FT.PER /�/ tr SITE PROTECTION �gCFNTps028, 10.69 ACRES(OPEN AREA)X 600 GALLONS PER FOOT OF EFFECTIVE DEPTH USE 12'DEEP LEACHING POOL AT OUTFALL-3 DAY/ACRE(GROUNDWATER MANAGEMENT ZONE IV). 31.4 SF X 12 EFFECTIVE DEPTH=377 SF.OF SURFACE 1 i.'' UNDERGROUND FENCING- 6'CHAIN LINK RTJ. �.�' COR R USE 12'DEEP LEACHING POOL AREA PROVIDED-377 SF. >116 SF REQUIRED. FENCE HAY BALES AND N TELEPHONE AND = 414 GALLONS PERMISSIBLE DISCHARGE PER DAY 31.4 SF X 12 EFFECTIVE DEPTH=377 SF.OF NOTE:PROCESS WASTE SYSTEMS OVERSIZED BY .......... i Zat,OIE ':. i !.�'' CABLE TV SERVICE S -1 SILT BARRIER SURFACE AREA PROVIDED- APPLICANT SITE PLAN FEEDERS SITE PLAN-DETAIL 377 SF. >369 SF REQUIRED. IqNOBSTRUCTE D II PROPOSED DISCHARGE=563 GALLONS PER DAY I . DRIVEABLE 1 ,i,. drawing scale lI=2o USE 1 LEACHING POOL lO'0 X 12'EFFECTIVE DEPTH V/ DRAWING SCALE: A5 NOTED I AT WA 1/,.. THE CONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF A+M+L ARCHITECTURE PLLG ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT Of THE ARCHITECT PIPE MIN.SAR-35 8'OF 4"DIAMETER PIPE PIPE MIN.SAR-35 1"PER FOOT MIN.SLOPE. 28'OF 4" DIAMETER PIPE CAST IRON COVER 8 -- AT GRADE TYPICAL SIDEWALL PENETRATION ONLY A + M + L BUILDII�G -- I 4„PER FOOT MIN.SLOPE FLOO� ELEV.=6j.0' 8„ 24”DIAMETER CONCRETE MIN.TRAFFIC BEARING PIPE MIN.SAR-35 I T E C T U R E COVER(TYPICAL) CHIMNEY IF REQUIRED CAST IRON FRAME AND GRATE n I I I GRADE ELEV.=61.0' AT GRADE TYPICAL 4 DIAMETER PIPE STUDIO:184 MAIN STREET I ” PER FOOT MIN.SLOPE SOUTHAMPTON NY 11968 \ GRADE ELEV.=60.5' \ \ \ \ \ \ \ PH. 1. 77230 li .�I \I lj/ivi/\v/�``\i /i/\/�ij/i�li�ii\T i �!i �/ij1� lig\/\'\l/�li /ice /� l i�/illi/ /\i^\i\ , /\'\ \• TRAFFIC BEARING 8"MIN.TRAFFIC BEARING 1n FX. 631.287 7240 �, \y\y\y\.\\/ y\ / l I /•/ r ! /,/ / / /,/r/ / / / / r / /,/ / / / / , / // / / / / l . �i /\/1l�i�i /j\/ 42 BOLLARD FILLED WITH INV:=S 5 \\,\\r� i\�i r\\l\\i`\\/\/\r\\!\\l\\�\�1\\\\!\/�\ \\.\\/ /\\\�l \/\;l\\'\\l\ /\\l\�1\\i\\/\\�\ /\\/\!�\l\ \//\\�\�\\\ \�!�\�\�\ \.\,y\\ DOME COVER(TYPICAL COVER TYPICAL ,\�\ \r\ ,ly / �/\ \l\} \1� ,l. \,\ i\/\/l`/\\`\\\r,\�/� \/�\�/�\\/� \ \/\, /j\/�\� �`i,�\ / l,\\ \/\�,,\`\/l\�\ l�\ ( W W W.AM LARCH ITECTU RE.COM CONCRETE AND CAPPED PITCH TO DRAIN /\l/\/iY\ li�\li�l��\/i/ l�\�\. \, '\t `�/\/l\1�\,\/l\\!\ll�l/\�/�/l\T\ \,� \l\\ \ \..\\\\ ��•'\\'i\\l\\� .+: •�/ . / / / / , / � /l// /, \/ \, FLOW LINE s . Fn �/\ S\i\yv\/\l ;\i � \. \ \,\ \l\`li\�/i\ \i �`l�\l1\`\`lam`/i\�/i�!`i,�i��!!;/i �i>�i�i,\i�/;i\/ ��/,�� \�,/\ / 1� / \�/i i/i ® ® ® ® ® ® ®00 ® /\!\\�\\ �\��\\' �/\\!�\ �\\�\\ \\ a - \ \��\i\\\\i\\i\i�\\ \i\\i, �\\ \\�\yv'y\ O O O 0 O \/,�\ l/\ � `'• J 3000 PSI PRECAST -, y� _ /l!i /,� ,� ll �\� y�/r/\f�j/l \ \r\r ® ® ® ® �I ® ® ® ® .•; ` Z ,..1 CONCRETE FOOTING 1� k 00 >\ 0 0 0 0 0 I I. . '\//`�i l/\/l`\T\l�.' /,\�`\///•\/ l\/l\//\ / \i�/\l/\/'\ll\l /\\!\\�\ \ y \ \ \\/\ \\ b3 ® ® ® ® �I CONCRETE LEACHING RING "": ® ® ® E� \\/1� \l// j'>/O' '\/,��j/i//\il\\i1\`l/r �(/ l \`/i l O o O o 0 \ / r ,S:. \ . ;.� 417 � \�\�� \\��\�� ® � ® ® ® ® b !\ \\\ \ \ \ \ � \ ; \ °' \ `/`,`1 `�/,`vel� ` 0 0 0 0 0 � ® ® ® ® al � jl\/\/\,/��\ � >j�j�1,\�\�/iy`!' '\' �'��y`y,�l� ��\�� l ` / \\�\�\ \/\\\��\\,\\l\\\�/\� \l BAFFLE \`/'\\i\fir y\\i\�i�\�\�/\\i\`/ \\�'�/\\l\y\\ , . � /,<(�`/\'•�l,\�1,\l�� /l\/1\/ .\//<�'\/ \. \`'/\\'l�!\\'l\\'`�'!\\',\'�j',\\',\\'\`'�\\''\'\\'\\`l\\\/,� O 0 O 0 \�l,\\ �` Y'i. ® ® ® ® L. �•.... �,�{ \i?`,l\yi\\\/i�\`�\,i\\/\`/!\�i��;\/�\f�y/`/l1\yi�yi\yi\�iliiyij//�lijy WALL i�%r1 �,�/�y/� \�1��/,y�11�\`��'\,i ///i O 0 O 0 �i \�! !`, 3000 PSI PRECAST \ \i'N Ni N\ � \\T\`\ ,\\`\\`\\r\\ �,\\\\i��\\i r,\i\\i"\\ i \ \`ll\` `i, \\ ri \�,\y,, O o O O \y,� ® ® ® ® drawing not to scale r\\�!�i�\i� i�\�l l 1'`ii>`i\i�•i i jy jyl\ CONCRETE 423 pzz� FED ES:kfn. ,\ll \\\\ \ \\ \ \\\\\ ,\\�\�\\�\\\\\ \\.,\ �\\ \\\\\\\y\/> \/\ \.\ lv �rv� v•/�` / i vf\ l • l FZQ ® ® ® ® � LEACHING RING ' 24"MIN /lXl 1,1 1\�/!\\�\ �i�\i�` � \�\\ \/ \i \�/\ ✓\/�j/,\Y�i\/ i\/\/�a/�\, l Y�/ l\� \/.✓ r,�i •,li / l 1,l,,�j,,r , li• l//, l/1, rl \/,\/1 /\i/\/j\/, ® :. ® ® ® ® ® ® 001R, \/ / / /�/\/lam /�//\/l /,/ i\//,; r �'• � ® ® ® ® � '. .?: � � l l ® :; ® ® ® /0'\ \\l� 1500 GALLON SEPTIC TANK 10' DIAMETER X12' DEEP "' s I�•'Q�� f 8�" SAFETY BOLLARD D ETA I L drawing not to scale .: 8'DIAMETER LEACHING POOL=376 SQ.FT. :I . �: I'' <' AT ELECTRICAL TRANSFORMER 5'LIQUID DEPTH WALL SURFACE AREA \ \ 4 SANITARY SYSTEM DETAIL - OUTFALL 1 draWing nOt t0 scale CLEAN SAND/GRAVEL BACKFILL drawing not to scale CLEAN SAND/GRAVEL BACKFILL ARCHITECTURAL AREA PIPE MIN.SAR-35 BOTTOM OF LEACHING POOL BOTTOM OF DRYWELL LIGHTING-M4 BOLLARD 8'OF 4"DIAMETER PIPE 3'MIN.ABOVE GROUNDWATER 3'MIN.ABOVE GROUNDWATER PIPE MIN.SAR-35 1" g"STAINLESS STEEL „ CAST IRON COVER g PER FOOT MIN.SLOPE. ATTACHMENT BOLTS 15 OF 4 DIAMETER PIPE SIDEWALL PENETRATION ONLY AT GRADE TYPICAL DRIVEWAY LEACHING POOL DETAIL ROOF STORMWATER LEACHING POOL DETAIL BUILDING - 1"PER FOOT MIN.SLOPE 31 "- - 4 g X10 GALVANIZED ANCHOR FLOOD 24"DIAMETER CONCRETE BOLTS WITH THREADED SLEEVES ELEV.=6 .0' 8"MIN.TRAFFIC BEARING COVER(TYPICAL) CHIMNEY IF REQUIRED I I GRADE ELEV.=61.0' Fn CONCRETE FOOTING I I I I Im 11/1u//�L LEV.=60.5' ,, l V:L /' \. 1i�N 5 lam y12"MINdrawing not to scale �\ /, l\lli\�\lj`��Ji�j\�li✓�\/ll//\//\\ �/`/�!�i,\ /`/ !\\/l\\//\\l/�.!\�\��/!�\//� �� Zy,\ /ice; i� \i\\i�\i'�i\\�,\�`,/\ \ \/ l� LIGHT BOLLARD DETAIL \�r,.�i�`\\yi\ail\�ilil��\\i/� FLO LINE-r �\/l\�, l\'•l/\/1�i 1,\\l `\�\ \�i�i`\1�\\��`\< Iz- °r° /\/✓v /\�'\r l\/ � `y/` / l \. W oo \ 0 0 0 o iii ill\ \i' i\ i`\i �/ \`l\�y ° \,l\yl /\\ \, ,\\\/ ,\ \/l`�l/`\\!`y` �%,i`\\li\/! BAFFLE \ \\\ \\�\\\ �. �V�\ ��llv\��r ��/\' �/,\`\//i/��/j`� ij\�lj��/��li\\l\\/fi\\1 / WALL -z\'l\ � i\/r\//\�/�l/\l/�//` ��/\l/\//�//l/\/,\/\/1\/l�/\/l\\j^./l\/,\'/l\�l�\/,,/\\/l\, lj\,/\l, �j••�j ,\//�/�//v/\Y/\`% \l�//� v\�j\//�\/'`/j\%�Y/�l/✓/\Y/\l/\/\ �� /l,/,,\//�ll/1//i,;/l/ll�i/�,.,1�l 1,��//j\�//�l�/i✓l�/,\�i//�\/,\!i\/i /\/\!l` �/i\!/\rl L.�/l\ll\!\�ll l\/j\/l�//j/\�i�\\/,\\\\/l�\�il\\'/,\\�j\�� /l�/l /l,./l�\/\Y\/�\\/j`\\L\\//;/�\\� \�\l\\!\\\�\\/\\/\\!� drawing not to scale 1500 GALLON SEPTIC TANK 10'DIAMETER X12'DEEP 8'DIAMETER LEACHING POOL=376 SQ.FT. 5'LIQUID DEPTH WALL SURFACE AREA PROCESS WASTE SYSTEM DETAIL - OUTFALL 2 & 3 MAIN BUILDING WOOD SLAT GATE 20'-0"DRIVEAjBLE ROADWAY GATE FRAME WITH 6'-0"O.C. CROSS BRACING 7'-6" 7'-6" 4"x4"WOOD POST 2'-6" 15'-0"ROAD SECTION 2'-6" SLOPE 1:3 MAX.TO C EXISTING GRADE 1" T-0" 4" 4 3 "CROWN TYPICAL � , i —� _ __ 2X2 WOOD SLATS- ----------- , 6"O.C.VERTICAL 4"TOPSOIL TO BE CLEARED RAKED AND SEEDED _ I I I • Q � NEW GRAVEL SECTION A-A 2"COMPACTED WEARING DRIVEWAY Ei COURSE 3."STONE BLEND S-2 — I I — $-2 TYPICAL GRAVEL DRIVEWAY 4 DUMPSTER AA AND SHOULDER FINE GRADE I 6"COMPACTED BASE COURSE BANK RUN I I END OF ASPHALT PAVING OR OTHER SUITABLE MATERIAL EXTEND UNDER SHOULDER FOR LOAD BEARING SIMPSON POST BASE 1 I CAST IN PLACE j COMPACTED SUB GRADE 8"MIN. z I I Icn I PROPOSED WINERY FOR 20'-0"DRIVEABLE ROADWAY I , I I CONCRETE FOOTING .� � •. ' b. B&L PROPERTY 8850 BRIDGE LANE _ I — S-2 O 1,-6„ I CUTCHOGUE,NEW YORK 11935 S-2 15 WIDE I -- S.C.T.M. #1000-73-02-04 B O 11 ASPHALT PAVING I v 7 6 7-6 � I I PROPERTY LINE L------------ I I 20'WIDE I 2'-6" 15'-0"ROAD SECTION 2'-6" WOOD SLAT GATE I DRIVEABLE ROADWAY SLOPE 1:3 MAX.TO I I I EXISTING GRADE (80,000 LB.MIN.) 3"CROWN(TYPICAL) -0 DUMPSTER--\ 9'-0"O.C. I a - DRAWING DATE -p, I p \ 4"TOPSOIL TO BE CLEARED 11 MAY 2009 be Q� "` RAKED AND SEEDED _ NEW ASPHALT CONCRETE FOOTING v - ISSUE DATE DRIVEWAY AND APRON rr ' SECTION B-B I COMPACTED SUBGRADE 8 MIN. , 22JUNE2009 CROSS SECTION '- DRIVEWAY ENTRY APRON 1 2"ASPHALT WEAR COURSE AT BRIDGE LANE 2 Z"ASPHALT ROAD BASE 2"X2"WOOD SLATS ;' 6"O.C.VERTICAL REVISION DATE 4"AGGREGATE ROAD BASE �\ \ 20 MARCH 2009 DGE OF TOWN ROAD (COMPACTED RCA) 2 APRIL 2009 \ 4 MAY 2009 (BRIDGE LANE) 4"X4"WOOD POST " " 21 JUNE 2009 BRIDGELANE _ 14 JULY 2009-SUFFOLK COUNTY CHANGES ASPHALT ROADWAY q"EXPANSION JOINT 1 Z"ASPHALT WEAR COURSE 18 AUGUST 2009-TOWN OF SOUTHOLD CHANGES PROPERTY LINE 2 2"ASPHALT ROAD BASE EXISTING ASPHALT 1„ 4"AGGREGATE ROAD BASE N ROADWAY,(BRIDGE LANE) PITCH 4 PER FOOT —A (COMPACTED RCA) ' —/ C SECTION C-C S - 2 MAIN BUILDING LONGITUDINAL SECTION SITE PLAN DRIVEWAY ENTRY APRON COMPACTED SUBGRADE 8"MIN. AT BRIDGE LANE I DETAILS DRAWING SCALE: AS NOTED DRIVEWAY ENTRY DETAILS drawings not to scale DUMPSTER ENCLOSURE DETAIL drawing sotto scale THE CONTENT OF THIS DRAWING IS THE ENYUS, PROPERTY E AOF THIS ARCHITECTURE THE ANY USE, REPRODUCTION• IN WHOLE OR IN PART MAY ONLY BE MAP€WITH TH€PRIOR WRITT€N CANS€NT W TH€ARCHIT€CT ........................... I : i ; : I I — — ; - . .1- i i I : i ! : : i . i ! ! : ; : I i i I i I I : i A + M + L . ! z : I — � - I . . ! : . i I — : i I ! SITE LIGHTING SCHEDULE I i -------, : I i � I i i 1�i I -1111111 I I I I � ! I IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII : . : I - . --- �.--..._Fm::=�.--....�.............................I.... ....................................�.��.�..�..�.��..�.�..--..--..........................-............,I, ....-...�............1--........................ ...........----.�----.--..��-..-..�..........................21 I i A R C H I T E C T U R E --"""" - , 0 2 ; C) 9 -�-.....�..........�........1.....--.----................: .................. . ��.........-1 �........ ............. . --- IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111111111� � I . - to . - H I , i Ir- *1 I IL � i i 1 QTY. OF I MOUNTING LAMP LUMENS LUMENS . I I . i i NAME LIGHTING AREA ! : I I — � i i I I I � FIXTURES I TYPE � TYPE (PER LAMP) (TOTAL) i j t � I i i i i I -.---- .......... .....I.................--.......................................I....................................................................I.......I................................ STUDIO:184 MAIN STREET 1 i i .-.-. -- , . I --J_.__.........._...- .-.-- ....................................................-................................................ ...........4........................ -- --- -- --- - --- --- -----..----.—---------- ....... ...........................1----.......�...- ------------------ ------ .......=,.=----------------------�t��--------I— - 1 i I ................................... ......- ....................................................--.............................-- I : PARKING AREA AND [ BOLLARD 26 WATT x 13 = .... ......................................... .... I----. ......... - .....- --- --, I SOUTHAMPTON NY 11968 -------------------: ---------------- --- . . — i —7----- i I — I LIL-- ---- — — i I I ! LT-1 13 1,800 - !_____j i --- i NEW GRAVEL i i WALKWAYS � 4 PIN CFL 1 23,400 PH.631.287 7230 ---- ----------- i I -----1 i I 1 (4'ABV. GRD.) � i SERVICE DRIVEWAY FCR i t j Fx. 631.287 7240 : I ...........�.....L--- .....................I-------- ..-.---- - ------....11 - . --.-.--.......................---- ................. ...........--------------- ........................�.......�.............. i ------------- ---.-'.--'----'-'"' "'. - .........................--...-.--.--....-.-.-....-..-.-..----.-.----.--.-.--..�-----L--.------.....�...� : . � --... ....-.....................�..........�.............�...........-.....................................�..............�.............................-1....................................I..........................- I t - - - -,----,--- - ---" ,-*----* -* - - --- "'' ********* ' ; ..........�...................-1....I...................�......�..... ---- [OADI'N"OCK----- I �4 ! : WWW.AML-ARCHITECT .COM : : ...........-...............i...............�....�.......�........................................�......I............i......--.......... I I � � I ENTRANCES AND t I WALLMOUNT 26 WATT x 6 = u i i ; 7 i < LT-2 i 7 . 1,800 -. ". I ; . I i i i Co � ��N ; LOADING RAMP i 1 (13' ABV. GRD.) 4 PIN CFL 10,800 , I . I �- I ! I -tEp I I . !r, i I — --_ lulj I I I I i : I � - I i I i �................................................--...--.--.---.--.-.......--..-----..........1-................1---...�......................�...............-...............�....�................................................................ ............................. � .. ............... I — --- --- -;--- in i I i I . A : ce i i I ! PENDANT 42 WATT X1 = - I < � I LT-3 LOADING DOCK 1 3,200 >. I i I i I i I I i i TRACTOR I I i I (15'ABV. GRD.) 4 PIN CFL 3,200 ! : . I : ! I ------- - --- : "*�� W ....... I i -:------ - � i � ********* /,-'� � � - .............................. . ........�.... - I I I I I , 4f I - — uj ---T' RN-116plur,ir- . ! i ............................................I....................................................-1111..1111_._...--...........--.---..--..1....�......�....................�..............................I.......................................�.....'...........................................1111 .L.-......................... / i I * � I I I Ix i i � . I - AREA ; i * In i r- I i i ! , � : . / ; ! I � L i i I I � I -1 1 I � — W , - I — I LIGHTING CALCULATIONS: I 11" I I : i i / I i . I i : i . I i . ....... . ...... . %1: t i � I i I � ; i I .,, i ; I : 7� �I ! . i * I �, . I � . 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I � � 11, , , I I . 1'�, i IVIMII',� ,,��41', i � , I , ", , I - I � 1, � " - I- --.........-...1.--.-... -.......-...I--...-.... i - - � 11-,:1 ---........-.----......��--..--.---,.-.---..-,-.��..��.��.,.. USE:25,000 LUMENS PER NET ACRE CAP i , - � I- ......-.-.--...................—FL--�� -- �7-7,--t - , ******----, , - -- i * - -**''***-,*--,-*........ I ,", �.1'13 �� -----J----- ----—,::: �� i t ..--. ...�...........................I.- -................. 11 I, --f-.............. - �--.....-.......-.......�, - , I I I ,�7,7 � �11 ,I I i i i "Ill'e 1, I I , ; I I 1,`� I I I . . . — . - I RUCK : I ,, ,_,, I 11, I : � �-",� — . --- - I 1�, ' I � � I .. I � I � � I 11 -- I - ,"- i , �� ki i I "I � - :� ! I 4 1 '�z �, X,�-,,4 " ,�, - , -- , - , -T - -- , I . I I I -- .................. 1- . - . �11 . . � . 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CROP EDGE LIN I � O..S..E D-Bu.11DI N.0,635i.± - -1 =-'MI. ................�...... ---.--..I-t I* ... I .1.......................�........ - LT-1: ARCHITECTURAL AREA LIGHTING -MITRE-M4 I I . -1-1' I i -...... 1------- - --- - - * - ---*--,- 41-...- . =====41 I ...**.....-1 I � , , i — — , . - ii I - - -]- -- I I - I I .. I - I I ..............�....�1-.............�.......... - ......--.......�......... I w * ................- ........ --........-..- -, .................................. ...............I- 1---***-* I . ---- ---- ----,*-"--*,--,-*--,*,----""",', --' '* : ":1 w- - � . ARCHITECTURAL AREA LIGHTING,-MITRE-m3 �- � � I .. . -..........-......... I I I I I, 1, ...�..................................................-.................... 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I ...I.........I...........------- � ; ..---- ,,I,.1-"-r , " i11 � " I 11 , �� ,�,, m i ; L- 1 ! . Fl I• i i k ,�- . .-j I i i 0 r , - I �J 11 - ! . � LT-3: ARCHITECTURAL AREA LIGHTING - UCSTULLY . I I , . I I I i I : . 4��,-' 7 � .... SHIELDED' PENDANT LIGHT WITH 42 WATT 4 PIN : " - A I I ... ....I-. -- t................................ i I I le ................iffi �-- M .. . ....I......1.---...-....�............i �-..771..........�--- I ............ �............ ....... 1--,--=..1 .= agra �- ., -I � "Ill, -T " i , I I - -f..............- ................-1 .. — "... 1- � , ;" - x .--- .,.. .--J, -.M- - ulft - -..- , , I i I , ;�� , � ,,,� • i I I !Ti ,, - , 11 , I I COMPACT FLOURESCENT LAMP. I ,� ,��, 1 6 4 I i I : ; �11 � �,;, !�� i � u" 111 [� i I I i . . . i!, 8 M I I 0 . ., 0 9 I . �: I ACCESS RAM I �� I_ ....... ......... I 1 � i ! :� 1-� - i ��v, : I . � ! I I . : --, : - I � - il -i-----!-. - 1_...._...1._...._..__..._. .;..._ i -... 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EXTERIOR LIGHTS WILL SE SHUT-OFF AT 9PM ! i i I......... .. - � I � ! � - ..I.....1-.............. -..... . -� .I � 1 11� � . -�o- : I 1 I_ I � 11 --1 i -- -- -P;- -LIGHTS SHOWN ON SITE D RE RENDERED USING , 'M I �71 11�1, " � . ,4 �.l . I E$PROFILES FROM THE LIGHTING MANUFACTURER AT ! �........ - -� I I � ...... .......� � , e, ,� I � �; 14 - I i � �;m �1, I � ACTUAL MOUNTING HEIGHTS , � t I I T.1 I ...........................�I......................... i I I � ,, ...............I I------- .-------" ......................._...----..... .....--..__1771............--__..........._- t ......-- .--..--..-. ---........ -- -------.-.-...---- -------------- - ------- -....- - ---- --------------- --..-- ...=;.::,�";,�.,"...�.I....�.�.��,�.�...11111.1.1.11-1.,-p L---............ I -.� ........ .................---.-,-, ,'f7.:-------................................. ...................... ..........7711....................................... . F"', - *** I "�� - I .. I i - - ---II i I " I �Id i i i i ... ... - ...--- - - ...... I - i -NO FIXTURE HAS BEEN PLACED CLOSER THAN FOUR TIMES i .......�...-.................... - I �[ � u i I i . ,�:::" < I I 1 i ITS MOUNTING HEIGHT TO ANY PROPERTY LINE i I I I Co I � , .... I . i ..........................I.-1111.... --- t I I i I .........................-. .. ........---T--.---...............................-T-.-.........................�............�................. .........v-.........................................�.....�...�.........--...-.--.,.-............. GRAVEL -- --1........a........ -.....�.....----........--------................--�........ ...-.o i T---***-*-- -*,*--*" . I '*"*****,-*,***'*'**---*....* -, --- I - .................... I.- !9- ..�q�......... ," 1� 1z : --�'.77-.77-* i ...i Ln z I ....... � - I SERVICZ- I" I I ! t. -.I- - �, I �1, a <c . i I i I i -THERE ARE NO INSTANCES OF LIGHT TRESPASS ONTO � , It, W -j I - " I .. . � DRIVEWAY � 11 , � :,,� � I ,� ,� � IN � � I ; � I 4 Uj � , '� 11%:� - 0 1 � P, � ADJACENT PROPERTIES � ;1,1 � . . .. _ - " � > I............................................................................. � I 11 -1-111 . I I ..........................................-.....................................t......0 ........ .-....... ...........-..............................................................................�..................................................................�......... ....... 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I � ... z Fe I i I � " , i I -THERE WILL BE NO ARTIFICIAL LIGHTING AT STREET . .----..--- ....----.....--- .-I 1 . 0 w i - ....... ............................ 11'�,` I W 0 1 I i I i � " u- I lz, �', �, z I- I SIGNAGE , , - I � �, IF, %D .............. .................................. ............................................................................................................. � . ..............................-............................... .�............................ .r� . i,, I ...----.................... ............................................................-....-.....................�--- ,....----.. . ...--- -,-,--. ...............- --- -------- ........ ......i..... ....--- � .. t � � -11, ---.--..-.-.. ----..---... ....... 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ANY USE, t REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT I � � - A + M + L A R C H I T E C T U R E STUDIO:184 MAIN STREET SOUTHAMPTON NY 11968 PH.631.287 7230 Fx. 631.287 7240 WWW.AML-ARCHITECTURE.COM lox_ 201-4" ' I ---'— — -------------- 77% 1 ' r-- -I------------I > 0 O CONCRETE FOOTING FOR STEEL COLUMNS: L----------------------i L L-----------------------j 48"x48"x24"DEEP COLUMN L----------------------J - ------ ---------- .777777- 7%, GS WITH 5#5 BARS EACH ---------------------------------------- --------------------------------i r CONCRETE DIRECTION TYPICAL AT ALL STEPS PRIMARY COLUMNS ABOVE ri L- - -- A-7 A-7 -- 61'-0" � 191ou 611-011 J L --L---------------------- J L------------------ -L---------------------- Do— r ----------------- .7 Z r---------------------ni r--------------------- r ------------- r----------------- r--------------------- -------------------- i ffl; r 9 . I — I ---------------------ill ' I I I NOTE: PITCH ALL FLOORS TO L r-j L _j L _j L -1 L -1 L -1 DRAINS,(FLOOR AND TRENCH)AT CONCRETE HAUNCH: -------------T----------- o" 1 6" 3tv PER 1'-0"- 3%PITCH 24"X12"CONCRETE 8" HAUNCH-2#5 BARS I NOTE:PROVIDE ALL SUB-SLAB FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN I I PIPING AND DRAINS AS SHOWN ON 411 DRAIN LINE 1 411 1 r I PLANS,ALL DRAINS SHALL BE PIPED CLEAN 4 TYPICAL TYPICAL TYPICAL OUT TO PROCESS WASTE AREAS r7. F- 4" TRENCH DRAIN 411 4" CLEANi 4" DRAIN LINE ELECTRICAL TRENCH—� OUT 611 1 ` 1CONCRE"TE SLAB: GE CONCRETE I I DROPPED WIDE FLAN, CONCRETE FOOTING BEAM ABOVE FOR PROVIDE:NEW 6" STEPS WITH FOR STEEL COLUMNS: ABOVE 8--ou CONCRETE SLAB SUPPORT PIER- CONCRETE SLAB WI CONCRETE SLAB SUPPORT PirK MECHAINCAL MEZZANINE 48"x48"xl8"DEEP COLUMN CONCRETE BLOCK ABOVE: 24"x24"x36"DEEP PIER WITH 5#5 WWM IMESH. 24"x24nx36"DEEP PIER WITH 5#5 FOOTINGS WITH 5#5 BARS 10"CMU WALL ABOVE- SEE z EACH DIRECTION TYPICAL BARS EACH DIRECTION TYPICAL BARS EACH DIRECTION TYPICAL 611 SECTION DETAIL I AT ALL SECONDARY COLUMNS F I -—-—-- ------T- I __j 1 0 TRENCH DRAIN UJI ce CONCRETE HAUNCH: 0 411 24"xl2m CONCRETE r"I 4"� 4-K I I I STRAINER TRAP LEAN HAUNCH-2#5 BARS 0 RAISED 6n DRAIN LINE I CLEAN 61' OUT -1 on , IRM 6" DRAIN LINE 16" r_ 1 3'- PLATFORM OUT CONCRETE FOOTING 6" 1 1 --------------------------------------------- -------- ---------------- of 0 FOR STEEL COLUMNS: TO PROCESS WASTE SYSTEM- 3 i 48"x48Nx18" DEEP COLUMN FLOOR DRAIN OF-3(OUTFALL#3) FLOOR DRAIN FLOOR DRAIN 4° 1 "T SINK DRAIN 0 1 FOOTINGS WITH 5#5 BARS 4\" TYPICAL TYPICAL TYPICAL I cn CA ri L EACH DIRECTION TYPICAL -------I I AT ALL SECONDARY COLUMNS E -------------— -------- ----------- U; r---- E Li r--i FLOOR DRAIN ELECTRICAL TRENCH 6" 4" SINK 4 4" 4" DRAIN TYPICAL m TRAP DROPPE IDE STRAINER TRAP 00 I FLA BEAM--------- FLOOR DRAIN ABOVE TYPICAL FLOOR DRAIN HOUSE TRAP+FAI TYPICAL TOILET 1 41 RAMP r---- --I rJ L-I I I I I I PLATFORM L L L___--__----- ------ --------------------- L------- ------- -i L_.,,,__________________J j L---------------------i L----------------- J ............ Ili' T T T - r-----------— ---———————-- -------------- r------ -1 ----------------------L_ __r---------------------L--L--r---------------- ---L_ __j I b r — -r co 0 6 I OUTLET TO 0 50 L--------------------- -011 SANITARY SYSTEM 131 cj 7777777-77," ----------------- ------ 2 61-4" 131-811 --------------------- 00 -------------------- -----------------+------ I '..:^ CONCRETE FOOTING FOR STEEL I u---------- ------ : . --------- I I - - - - ------------------ COLUMNS: 20'-Ou 20'-0" 20'-Olf (� 20 1-0" 20'-0" 201-011 20'-0" 48"x48"x24"DEEP COLUMN T T T T T T T FOOTINGS WITH 5#5 BARS EACH DIRECTION TYPICAL AT ALL PROPOSED WINERY FOR PRIMARY COLUMNS 621-81' 60'-4" B&L PROPERTY T 8850 BRIDGE LANE CUTCHOGUE,NEW YORK 11935 S.C.T.M. #1000-73-02-04 141�-O" TO PROCESS WASTE SYSTEM- TO SANITARY SYSTEM- > it OF-2(OUTFALL#2) OF-1 (OUTFALL#1) 1 12 1 > > > DRAWING DATE 6% 1�11 11 MAY 2009 F11 FOUNDATION PLAN ISSUE DATE CB A SCALE:1/8"=1'-0' 22JUNE 2009 21 SEPTEMBER 2009-FOR PERMIT AND BID REVISION DATE • FOUNDATION PLAN DRAWING SCALE: 1/8'=1'-0' DRO THE CONTENT OF THIS DRAWING IS THE EXCLUSIVE TYPICAL DROP v P "L E "'L ID TYPICAL i-rl (4- 6" 1A LE F F FLA BE" ABOVE HOUSE TR . ............. PROPERTY OF A+M+L ARCHITECTURE PLLC. ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT A + M + L A R C H I T E C T U R E STUDIO:184 MAIN STREET SOUTHAMPTON NY 11968 PH.631.287 7230 FX. 631.287 7240 WWW.AML-ARCHITECTURE.COM row 20!1-4" 101-2" 101-2-1 -------------r- ----------------------1 1 LOADING RAMP RETAINING WALL WITH PIERS AT EXTERIOR OF WALL- LOWER 12"FROM j I RAMP TOP OF WALL —FOUNDATION— L------- L------ --------JJ L_ L---------------------- -------- ---------------j --------------------------------------------------------------------------- -----------: LOADING DOCKING FOUNDATION 71'-0" ------ 0 711-011 201-011 201-011 20'-0" 201-01' 201-011 201-011 FOOTING I j j l i ; ( I LINE-TYPICAL ---------------------- --------------------- ---------------------r_j -- ------------- --------------------- 1----------------------r_ 77 "77=7 ,-.,71,3 1 y civ' k.'j. —————————————————— ———————————————-- r———————————————————— r——————————————-- ——————————————---————- r M- 1, ly 1--------------- I I i---------- --------- L L J _1 r i -------------T----------- J ! 1 1 I F 7'-0" 7------------- 71-01' 0 ('4 C*4 0 2 4'-81" W-81" 2 b) CON u z 18'-10" �D I JD N 4'-9'- 9--111'. 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L------ L____________________ J L----------j Co 7 L ------------i ---------7--------- - L ------------- I L . ---------------------- ----------------------L, I------------------------- T L 91.010 MAIN STRUCTURAL1 0 _r- ----------- ------ SANIARY - Ln OUTLET COLUMN TYPICAL PROPOSED WINERY FOR 00 T B&L PROPERTY ----------------- ----------------------- I PROCESS W L--------------I WASTE 8850 BRIDGE LANE Ir ----------------- ------------------------- OUTLET ------------------------- I CUTCHOGUE,NEW YORK 11935 --------------- ----------------- --- IT-O" T--------------j S.C.T.M. #1000-73-02-04 T 2'-0' 20'-0" 201-0" 641 131-811 T-10 101-2" 11 T T SUIB-SLAB LAYOUT SCALE:1/8"4-0" DRAWING DATE 11 MAY 2009 ISSUE DATE 22 JUNE 2009 I REVISION DATE A-1 . 2 FOUNDATION PLAN SUB-SLAB LAYOUT DRAWING SCALE: 1/8"4-0" FC _ _ -w1i NG .J THE CONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF A+M+L ARCHITECTURE PU.C. ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT A + M + L A R C H I T E C T U R E 7 / STUDIO:184 MAIN STREET SOUTHAMPTON NY 11968 PH.631.287 7230 WWW.AML-ARCHITECTURE.COM FX. 631.287 7240 24"x 2'STEEL PLATE AT BOND BEAM AND STEEL RAFTER CONNECTION- PROVIDED 4X4 TS WELDED TO f PLATE AND RAFTER ROF LATERAL 7t SUPPORT OF CMU WALL- : �/ r frir / STRUCTURAL RIGID FRAME-SIZE AND DETAIL PER MANUFACTURER CONTINUOUS BOND BEAM WITH CONTINUOUS#6 REBAR AND CONCRETE FILL WIDE FLANGE BEAM- SIZE AND WIDE FLANGE BEAM- SIZE AND , DETAIL PER MANUFACTURER DETAIL PER MANUFACTURER , "A' r r /r`� •" ru'l is STEEL JOIST � �r. % r%� .,rr. /� / %•'%'" STEEL JOIST i ,M, /F 'e HORIZONTAL REINFORCEMENT "DUR-O-WVAL"AT 24"OC STRUCTURAIL RIGID FRAME �. \ (BEYOND) 4"x4"TUBE STEEL COLUMN-SIZE t% 4"X4"TUBE STEEL COLUMN-SIZE AND DETAIL PER MANUFACTURER AND DETAIL PER MANUFACTURER MECHANICAL MEZZANINE STRUCTURAL SYSTEM T o /' .. .. i f <;> ANCHOR BOLTS ANCHOR BOLTS ' DOWEL AT FOUNDATION , / DOWEL AT FOUNDATION r TOP OF SLAB-63.0'AMSL f , :' TOP OF SLAB-63.0'AMSL CONTINUOUS BOND BEAM WITH __._ ........ ..._. _.._.._..._.._._..... d ° ° ._ .-................................................. _._.._..._.._.._._...- –._..._.._ CONTINUOUS#6 REBAR AND d. ° a ° a d°. d d a.. --...._....._._._............ __......._._. ... CONCRETE FILL,SET AT HEADER ° d HEIGHT FOR DOORS 1 PO49 d I. . . - GRADE LINE-61.0'AMSL °. I GRADE LINE-61.0 AMSL I d " O ° cq REINFORCEMENT PER I" REINFORCEMAENT PER I MI MANUFACTIURER MANUFACTURER VIRGIN SOIL AT BASE OF FOOTING ` O A . .. lIDH L REINFORCEMENT 4'-O" ORIZONTA REINF RCEM "DUR-O-WAL"AT 24"OC d I a , J 11-01 ° i 1° 4 11-OII 11-011 a, 11�j111 11 a. d d 1 a 4. I I _ PROPOSED WINERY FOR I .d I ° ^. B&L PROPERTY #5 REBARAT 3211 O.C. HOOKED G 8 88$0 BRIDGE LANE _........._.__........ CUTCHOGUE,NEW YORK 1193$ ............. S.C.T.M. #1000-73-02-04 4'-0" 4'-0" 41-011 i I I #4 BARS VERTICAL AT 32"OC-FILL CORES SOLID __ _ ____ —_Q:d__ _ ° �__ a _ DRAWING DATE •. I 1'-On ° 8" 21-411 a d v 11 MAY 2009 '.° a' ° -- ....--- ...---- ISSUE DATE a'.: .•o. I I I _ 22 JUNE 2009 e ANCHOR BOLTS PER MANUFACTURER _ ••°) .. 4 4 b REINFORCED CONCRETE PIER- I I - ° '" 4. •. 'A. ' \ \ \, / '/ /`./\' POURED(CONCRETE HAUNCH WITH REVISION DATE SPECIFICATION PER MANUFACTURER I r 8.° 8'1 I ° 4 c /' \/\/ /\\ � \/\ \ \ (3)-#$MARS-PROVIDE#4 VERTICAL VN. VN Y \,/ / BAR AT 3.2 OC L1 ♦e. �— --J a 811 1'-4" 4'-021-0" " 11-1 PIER DETAIL [2] PIER DETAIL F3] COLUMN DETAIL F4] CMU WALL DETAIL A-1 *3 AT PRIMARY SCALE:1/2"=1'-0' MEZZANINE SCALE:1/2'=1'-0' MEZZANINE SCALE:1/2"=1'-0" HAUNCH AND WALL SCALE:1/2"=1'-0" STEEL FRAME COLUMN AT COLUMN AT DETAIL FOUNDATION DETAILS OUTER WALL INTERIOR SECTION DETAILS DRAWING SCALE: AS NOTED THE CONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF A+M+L ARCHITECTURE PLLC. ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT i I BUILDING STRUCTURAL SYSTEM: I B I ' BUILDING LOAD REQUIREMENTS: BUILDING MANUFACTURER TO PROVIDE SHOP DRAWINGS AND A + M + L `D I > ENGINEERED CALCULATION FOR BUILDING DESIGN A R C H I T E C T U R E LOADS.BUILDING STRUCTURAL DESIGN SHALL MEET ' C I I OR EXCEED ALL REQUIRED LOADING AS PROVIDED STUDIO:184 MAIN STREET WITHIN THESE DOCUMENTS AND AS PER THE SOUTHAMPTON NY 11968 CONCRETE RAMP DOWN TO PROVIDE BUMPERS AT LOADING T LOADING RAMP BUILDING CODE OF NEW YORK STATE AND THELOADING DOCK DOCK WALL PITCH TO GRAVEL TOWN OF SOUTHOLD BUILDING CODE. PH.631.287 7230 Fx. 631.287 7240 CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO W W W.AM L-ARC H ITECTU RE.COM CONCRETE RETAINING WALL I SUPPORT COLUMN ARCHITECT AND BUILDING INSPECTOR PRIOR TO FOR CANOPY FABRICATION AND ERECTION OF BUILDING. SEE SHEET G-1 FOR REQUIRED LOAD REQUIREMENTS D `, WITH STUCCO FINISH CONCRETE PLATFbRM I PAINTED METAL SAFETY I I RAILING PER CODE D60'-0"CENTER TO CENTER OF STEEL -�� I i I 60'-0"CENTER TO CENTER OF STEEL SOLAR PANEL ARRAY SYSTEM: _ 111 A-7 - _ �� LOAQING DOCK I D SOLAR PANEL INSTALLATION SHALL BE ENGINEERED �p ® I j CONCRETE STEPS - A-7 TO MEET THE REQUIREMENTS OF THE BUILDING �►� 07 T Ln EXPOSED CONCRETE 1+ I CODE OF NEW YORK STATE AND THE TOWN OF '9j►,� EXTERIOR HOSE BIB LOCATION SOUTHOLD. ROOF LOAD REQUIREMENTS SHALL BE cc FOUNDATION WALL WITH �� I ' 20�-0" 20'-0" 20'-0" 20'-0" STUCCO FINISH �`�___ I INCREASED AS REQUIRED TO SUPPORT OF SOLAR i SYSTEM, 3 P.S.F.MINIMUM. PANELS,MOUNTING NOTE:PROVIDE INTAKE AND I RAILS AND CLIPS SHALL ALL BE DESIGNED TO MEET EXHAUST VENTILATION AT THE 120 MPH WIND LOAD(3 SECOND GUST) PROCESSING-FERMENTATION& bo AND BUSHOP RLDVING INSPECTOR. SOLAR PANELS,WIRING INGS SHALL BE PROVIDED TO T BARREL AREAS I 1 12'BOOR AND REQUIRED SAFETY AND DISCONNECTS SHALL BE I" - - \ NOTE:PITCH ALL FLOORS TO ` �, .. .... OVERHEAD DOORii� AS PER ELECTRICAL ODE DRAINS,(FLOOR AND TRENCH)AT > > CODE ACCES'$i LADDER TO g"PER 1'-0"- 3%PITCH I .._." I .___ _'_..: -" = CATW*LK ABOVE I ; CATWALK SYSTEM: 0 ------'--'--------'- --------------------------------------------'---'------------------------------------ --------------'-', , i -- ------- o FL RD IN ul \� o (TYPICAL) - CATWALKS SHALL PROVIDED AS SHOWN. SHOP CAT-WALK ABOVE r' 102 FERMENTING AREA I TRENH DRAIN p. a "� DRAWINGS SHALL BE PROVIDED TO ARCHITECT TRENCH DRAT w r N CONFIRM DIMENSIONS AND CONFORMANCE WITH _ 2 CATWALIK ABOVE O oc I BUILDING COD C"= ----- --- -'--'-'------{I ------- --------'--a-I --T-- _- SUSPENDED CMU i > � 1 o I WALL- PROVIDE SHOP SOUTHOLD TOWN CODE. l TATE AND OVERHANG ABOVE — DRf1WINGS ELECTRCALTRENCH � ------ -'--- ---'--- -10I-'------L'--'-'-'--- ----- --''- C. CASE STORAGE Fn SUPPORT COLUMN I ACC LADDER TO FOR CANOPY - ---- -- I CATW LK ABOVE 111 ACCESSIBILITY DIAGRAMS: RAMP DETAILS p --- -' r- r. 101 PROC��SING AREA ——— ——— ' ' r..y ' ra. r• -,' r - � ! , MAX.RISE MAX. HORIZONTAL PROJECTION -� _ 11 10"CMU lO'DOOR I I O SLOPE IN. FT. ' a I I STUCCO WAI,Y FINISH ROLLING DOOR o I I — 104 cV 1:12<1:16 30 30 o I ALJ_ _w w......____ --"I - LLr.... '-' --___- -._._._...._.__. . __: p 0 `0 1:16<1:20 30 40 I 0 o 109 I RESERVE BARREL STORAGE __-L-�'- ----- - � i o i o l l o 0 O a A+B I TRENCH! o Z 108 MAIN BARREL STORAGE z Fol o I ,m fV , O I I�— T-- VB I O 'n O w 101 INTERIOR TRENCH DRAIIN CONCRETE STEPS 103 J w ut - ---'--------- ! ! -------- LW I R O II _ r m ~ > QIII r---'---- �-"-'-'-'-'--'- i--'-'--- —'�--'--� 11 o I I 1 3-0 ce I \ ,�� I p L� i' — — ILI Q w O = ! I ( I ( I I I m------ -----\ ------'-'--'--r'-'------------TYP-.--------'---'-----,---- '- - -'---'------i-----.-.-._ ---------7;i i;' -- p LEVEL 13'-0°RUN RAMP#1 I I a SINK ---- -- .._.. - ---' -=J I- m LANDING LEVEL w 0 = ELE 62.1 SURFACE OF NT .4j I CANTILEVER RAMP LANDING 63.0 1.1. w 61. I rELE=61.0 O WALKWAY ABOVE I 1 i CAT WALK 1 +1 4vj I STAINLEISS STEEL .... :::_�..: : ::._:�: : ::`::-:�: �:� - ::_: - R ! COUNTER___AFF , ...:.--_, ...,.:_ -. . . . - - HORIZONTAL PROJECTION OR RUN DESK 30AFF ! ACCESS STEPS AMD RAILING- FD -' FD `"" FD FD FD FD _- �^ RISE RAMP#1: OTTLE I M L_ 1�MECH CL DOOR (WIND07WIATTANK (TANK SUPPLIER) _ - 13"ACTUAL SECTION RAMP#1 3'-4" I PROVIDE 10L� CQNTROL LAB BOTTLE AREA AREA ELECTRICALITRENCH a1 .__ _ _ MINUTE FIRE , SINK o C--'-- - _----------- - " _'---� gin HE] ACCESS RAMP WITH SIN I =_ ATI N o pp O o I I I -' RAILING PER CODE- ENCLOS D O 0 _ __ =- LEVEL 1 1 I �, �, w i I _ ...:.:.:... BE] .. .. 11' 0"RUN RAMP#2 I �D __I EXIT DOOR SEE INSET DETAIL }:..::-..:..}..._._. N 2 :: LANDING I .. I I _ , .. ,i , 103� BOTTLING ROOM l I ..,:_..... HIM --- _=__ 1 r w i i PROVIDE EGRESS r'"' > u I -- LE ACE OF RAMP DING HARDWARE L_i__-' _ = w E Y - ._.....__ �..._... _.. ../ - — - _ LEVEL 6 SURF u RF LAN .. . �--. .. .,. / = a O• -- --- Q � ELE=621 .......... 62.1 I !. _... __ .. _ _.- _ C� `Q o:. �r c� C) P1 8'DOOR140 SE + -- DOUBLE.`SWING = ...:_ _::_... :. RISE RAMP#2: HORIZONTAL PROJECTION OR RUN 11°ACTUAL — — — — — — — — — — — — — — 1- — — — — — — — -�-1 — SECTION RAMP#2 00 T-10" 4'-0" 9' " _ 10'-10" 2!8'-0" 2 PROVIDE 90 512 ; J STEEL STUD WALL 40" A-2 MINUTE FIRE '-O" WITH STUCCO FINISH PROVIDED 1'-0" z 62'-10" RATING " 61'-0" AT INTERIOR ENCLOSURE 12"MIN. 12"MIN. 36"MIN. EXTERIOR HOSE BIB LOCATION N CONCRETE PAD FOR 202 201 � 1 �2 GLYCOL CHILLER SYSTEM A+B 141'-0"OA BUILDING CURB DETAIL I I I N > > > RAIL ELEVATION CROSS SECTION v TYPICAL TYPICAL FABRICATED BUILIDNG EXTERIOR WALL SYSTEM STEEL STUD WALL C B 'I 4A 1� FIRST FLOOR PLAN PARTITION � SCALE:1/8"=1'-0" CMU CONCRETE BLOCK WALL I 42"MIN. I 1 PROPOSED WINERY FOR 1 r----------------------------------------------� I r------------------- --------------------------------- -----------� I --------� B&L PROPERTY I II 56"MIN. i i i i i i I I 8850 BRIDGE LANE CUTCHOGUE NEW YORK 11935 I I I I I I I I I I I I I I I I ' S.C.T.M. #1000-73-02-04 1 1 I I I I I I I I I I I I I I I I I I s ---- ---_ '_'-' -'-- --- - I I ii ...._...._..... ---- ......---- ......................_.__.................. '--._....:..... -:-'- c................_...... ...�... .....�.... 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I � z r i i i i i z GRAB BAR jl n " I I I \ `• ,`I ........ 1-0 (12 MAX.) I I I I - \ ................. .__.......... .. I I I I I 3-6 (42 MIN.) I I I 3' 0"(36"MIN.) \\ REVISION DATE _-... 1.....�..._�.-__._-.-_..-.._- .-.�. ._.......,.,..:......- ._............. \ 27 OCTOBER 2009 SOUTHOLD C _. .__..... ................. I I ----'--'--.:_:.._......: HOLD RANGES •-L.• 1 I I I I I I j GRAB BAR o -.........._.__.._:...................._....-_.__-::.._\ GRAB BAR r 1 __ LD p p r , --------------------- -- 1 -' L -_J I 1 - II --------------------- -- . 1 _.-._ •— 1 I � 00 yy OO ('n I I I I � / I li-F i i I ' I 102" 8"MIN. 6"TOE CLEARANCE A- 2 2 ( ) 42"MIN. 1 FLOOR PLAN 5 "MIN. 30"MIN. � KNEE CLEARANCE 1'-62"(17"MIN.) 1'-6118"MIN.) DRAWING SCALE: 1/8"=1'-0" [_21TYPICAL BATHROOM LAYOUT n ELEVATION n ELEVATION [_51 ELEVATION MEETS ALL ACCESSIBILITY SCALE:1/2"=1'-0' TYPICAL BATHROOM SCALE:1/2"=1'-0" TYPICAL BATHROOM SCALE:112"=1'-0" TYPICAL BATHROOM SCALE:1/2"=1'-0" THE CONTENT OF THIS DRAWING IS THE EKCLUSIVE PROPERTY OF A+M+L ARCHITECTURE PLLG ANY USE, REQUIREMENTS LAVATORY GRAB BAR LAYOUT GRAB BAR LAYOUT REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT A + M + L ARCH BUILDING STRUCTURAL SYSTEM: I T E C T U R E IcB 1 4A BUILDING LOAD REQUIREMENTS: BUILDING STUDIO:184 MAIN STREET MANUFACTURER TO PROVIDE SHOP DRAWINGS AND SOUTHAMPTON NY 11968 ENGINEERED CALCULATION FOR BUILDING DESIGN PH.631.287 7230 D �o I D Fix. 631.287 7240 LOADS.BUILDING STRUCTURAL DESIGN SHALL MEET I � OR EXCEED ALL REQUIRED LOADING AS PROVIDED W W W.AML-ARCHITECTURE.COM ; WITHIN THESE DOCUMENTS AND AS PER THE BUILDING CODE OF NEW YORK STATE AND THE BRED A r TOWN OF SOUTHOLD BUILDING CODE. , CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO (1 ✓ f ------ ---- - ------- ----- -- ---------------- -------- - -- ----- -j-j ; j ARCHITECT AND BUILDING INSPECTOR PRIOR TO j FABRICATION AND ERECTION OF BUILDING. SEE D I I I SHEET G-1 FOR REQUIRED LOAD REQUIREMENTS I A-7 - I I I ! I I — A-7 D 02 71 I I I I I I SOLAR PANEL ARRAY SYSTEM: O I I I I I I I I I I I ' I i j l i i i i SOLAR PANEL INSTALLATION SHALL BE ENGINEERED F_ -T — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — _ _ _ LI I I I— — — — — — — — — — — — — _ TO MEET THE REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE AND THE TOWN OF -- ----- - --- ----------- ------------------------ -------- i s --------------------- ------------------------ SOUTHOLD.ROOF LOAD REQUIREMENTS SHALL BE ----- -- .. -----I------ -------- ----- -------- ----- -------�- --------- ---- --- ------- i•I j .. - -- - ---- - ---- ---- -- ;;-- INCREASED AS REQUIRED TO SUPPORT OF SOLAR ___________i _________ HVAC SYSTEM 3 P.S.F.MINIMUM. PANELS,MOUNTING I - i I I r I ... ------------------------ I EQUIPMENT I I ; �' =: •.: � ! � I L BE DESIGNED TO MEET RAILS AND CL P --CASESTORAGE ---_I-- — — — I THE 12O MPH IWIND LOAD(3 SECOND GUST) SHOP DRAWINGS SHALL BE PROVIDED TO ARCHITECT I m ACCESS j I AND BUILDING INSPECTOR. SOLAR PANELS WIRING - HVAC MECHANICAL LADDER I T AND REQUIRED SAFETY AND DISCONNECTS FSHALL BE - .._. . ...._-. ..... EQUIPMENT AS PER NYS ELECTRICAL CODE I 1 _ 1..r_::�:._cr' '`mss. '••----_'- d,;--�- i � � MEZZANINE FLOOR- I (ZONE-4) � � SUSPENDED CEILING WITH I I I I PROCE59INGAND HEIGHT 17-10 +�- TANKS AND CATWALK SUSPENDED ON I FERMENTATION AREAS CEILING TILES BELOW AT I I —TANKS ABOVE MAIN SLAB I CATWALKS BELOW CMU WALL BELOW CASE STORAGE I I i - - I PROVIDE SHOP DRAWINGS I LEVEL I PLYWOODFLOOROVER DOMESTIC I ICAT-WALK SYSTEM: ATER TANK I I ND / ,' /�1W:, , :\. y 1: I `� 205 STEEL DECKING A I I t y ! CF. \ CATWALK SYSTEM TO I STRUCTURE I I i CATWALKS SHALL PROVIDED AS SHOWN. SHOP I I r, t ; I ; ; I , ; I -- 1 ti _ _ _ /j-� _ _ -- ACCESS MECHANICAL I I DRAWINGS SHALL BE PROVIDED TO ARCHITECT I I - y;� - �•r -Lam}- - ��- ��- MECHANICAL SPACE 205 1 I I CONFIRM DIMENSIONS AND CONFORMANCE WITH _...._......._....._.._._...- ._...................._..._...............__........_.............................._._.............. I I I I �' twAc HVAC---,- BUILDING CODE OF NEW YORK STATE AND CESS WINE AREAQUIPMENtQUIPMEN SOUTHOLD TOWN CODE. LADDER MAKING i ; (ZONE-2) i (ZONE-3) I ARAN—B--EL ROO1ti1 ..___..............._._____ ____... .........._.. BARREL: II w .. ..................................--.............. I I I \ CONCRETE SLAB SITE ! '-0 I I r r ;-�-------I- - I I :.. ARR I I I DA - -0 :o., p I • — w TUM 0' I I I I I I I I I -- -:..� 1 Wil-: �_ �_/ - -�-•-�-•'�--I--•y-�-- " Imo_ CLEA I I I I I Y��>\, I I � a\ �r \(^� r �.\i i• f �''� T � �`ktc., I I I I I I \� ��. _t.��,rs �...._ ��S �`:1>t._'_ o �'��-_'_ �.�' �>..._ �. � `� •- i i I i i I I I I I I CATWALK AND I I I i i RAILING- INSTALLED CANTILEVER WALKWAY- ; I I I INTEGRAL WITH METAL RAILING -- I I I I I I I WITH TANKS I I I MEZZANINE FRAMING- PER CODE I CONCRETE SLAB 17 RISERS I I I I I I I I I ( 17, 611 4113112 1111 9, 8, 1 6, 51 4 31 21 1 I I I I I I I i oo I I 1 1 1 1 1 1 ! I I I SUSPENDED CEILING I I MIN 401 402 1 � � SUSPENDED CEILING I I I LEAR 201 202 BATH 202 M V i i i i i i i i i i i i i i M I I A+ +c BELOW WITH STUCCO BELOW WITH STUCCO I STEEL�SIIRINil I I I-1 J_L___.__ AND RISERS WITH FINISH AT BARREL ROOM FINISH AT BARREL ROOMI VC I I , , ! i I I 201 OFFICE HVAC 11 I CONCRETE FILL TO ! i203 L -- �"" QUIPMEN ---,---- I,; IST r DRAG MEZZ IINE TYPICAL HANDRAIL DETAIL TYPICAL AT CATW E - - AN k ABOVE I _-____ _ _ ALKS AND MEZZANINE L II I - (zoNe� VAC SUSP�NDEDTILES ! ��_� ROOMS AT _ '' -- IPMENT ; CEILINIG ABOVE AT I MEZZANINE LEVE 1 , 303 VE -'t ' o° STORAGE I I I NEW YORK STATE BUILDING CODE REFERENCES: n II CONCRETE SLAB - i MSBELOW ' SUSPENDED NINE i <21"Q1 MAX. SECTION 1003.2.12.1 HEIGHT.GUARDS SHALL FORM A BELOW WITH � CEILING ABOVE AT STEEL S�%UD II FINISH FLOOR ; PARTITO�P WALLS I I I PROTECTIVE BARRIER NOT LESS THAN 42" MEASURED VERTICALY, I ABOVE THE LEADING EDGE OF THE TREAD,ADJACENT WALKING OFFICE-GWB OF MATERIAL 204,' KITCHENETTE TO ROOF FRAMING I I I GRID SYSTEM '-- - - --- ._..._..._......_ZQ4---- --...........-----..._..-_.._...___._.-- I I I SURFACE OR ADJACENT SEATBOARD I II • _-___-__ -- __--------______________ __--__________-__--___- ;_____-___-____- ___--__W EXTENDED EAVE AND RAKE �t SECTION 1003.2.12.2 OPENING LIMITATIONS.EXCEPTION 2.AT ELEVATED WALKING SURFACES FOR ACCESS TO AND USE OF -- ---- ------- ----------- ----------- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ELECTRICAL,MECHANICAL OR PLUMBING SYSTEMS EQUIPMENT, 12'-2" 4' 0" <21"S7�MAx. j GUARDS SHALL HAVE BALUSTERSOR BE OF SOLID MATERIALS 24,r. SUCH THAT A SPHERE WITH A DIAMETER OF 21 INCHES CANNOT '+ WALKING SURFACE 30� I PASS THROUGH ANY OPENING. A+B+C I TYPICAL SECTION 1003.2.12.2 OPENING LIMITATIONS.EXCEPTION 3.IN OCCUPANIES WITH GROUP I-3,F,H OR S,BALUSTERS, HORIZONTAL INTERMEDIATE RAILS OR OTHER CONSTRUCTION J] SECOND FLOOR PLAN SHALL NOT PERMIT A SPHERE WITH A DIAMETER OF 21 INCHES TO D D D SCALE:1/8"=1'-0" PASS THROUGH AN OPENING V '� � 1 � B ► IA 7'-O�N UNISEX 56"MIN. WOMEN'S ROOM MENS ROOAA PROPOSED WINERY FORB&L PROPER? I..-.-...................- 8850 BRIDGE LANE CUTCHOGUE,NEW YORK 11935 --------------------------------------------------------- I I i s.c.T.M. #1000-73-02 04 ------------------------------------------------------------- nj . f , I ; . .. ............. .......___._____-____.., ---'--A___...-___-__.—__}_.----------- ------------------------------------------------ , ---------------------=---sem-- E--- .:..-.»». 60 MIN. I N TE N `• g ' ( RAWIN • ' Z Z 1 D MAY 2009 A N , � - — Z rn I _Z N l ; ISSUE DATE ■ ; _ ' O 2009 = S UNE DO 221 i , _ Z . , ---•-•-4aea::aaaraaaaa::a>(aasaaaa::aaaasaea::raa:az aaaaaa:�--.-•---i^•----•----"��-� 21 SEPTEMBER 2009-FOR PERMIT AND BID , 00 t --------------- .----_.-----________ �...__.._.... .. r f - I.. ......................... , p 8"M , , I 'cLN I , IN. REVISION DATE 18"MIN Z " ✓� C •� ... ( 0 ; 27 OCTOBER 2009- SOUTHOLD CHANGES • i 1 ii ° I , • i 1 Z r , C vyyyy �D I l0 ° p p Ln I i Ln I ' I I 4 � V I I 11 I ,1 I 'I 18"MIN. 42"MIN. 30"MIN. 56"MIN. 30°MIN. T-7" A-3 7'-6" MEZZANINE LEVEL PLAN 18"MIN. 42"MIN. DRAWING SCALE: 1/8"=1'-0" F2-] BATHROOM 107 I -' I BATHROOM 202 F4 BATHROOM 202 SCALE:1/2"=1'-0" SCALE:1/2"=1'-0" SCALE:1/2'=1'-0" THE CONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF A+M+L ARCHITECTURE PLLC. ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT A + M + L A R C H IT E C T U R E STUDIO:184 MAIN STREET SOUTHAMPTON NY 11968 PH.631.287 7230 FX. 631.287 7240 WWW.AML-ARCHITECTURE.COM 1 � B 1. 1 A > > T I I 11 I III l !I ! II iI ; ! I III DSTANDING SEAM METAL ROOF CANOPY ROOF AT A-7 RAMP BELOW SYSTEM,TYPICAL- PROVIDE SAMPLES FROM BUILDING MANUFACTURER LOADING DOCK D A7 FOR APPROVAL 1 HII I II II Ili ` I I i i ; ; ; I I I I,I l i .I it II I' 'I '' !II ALL SKYLIGHTS ARE THERMALLY BROKEN FRAME- INSULATED CURB- 4 INSULATED TRANSLUCENT GLAZING ld I '.f!!r;-i _iI Ii.__.�iI_T; 1I I�;._IIf_�I.1I I I I l„i; II- !,l:I;i II,I! IlI itI III -PER MANUFACTURERi_'I-_�iiI i I I � ' I II II I it ,�. II STANDING SEAM METAL ROOF 1 I 1 it I II I!I I i C I I I I i l i 1 I I I. I i I I I SYSTEM,TYPICAL- PROVIDE SAMPLES li I Y 1 li l i I !' I i I II I FROM BUILDING MANUFACTURER iI i it I , 11 I I ( I ! 1 I I ,I I ,I , , , I i I FOR APPROVAL f I II ,. II II , I I ii ( :, I ! I I ; I , I I METAL ROOF PANEL PER MANUFACTURER , I ,, ! I, ! I! I I I ! I I ! I I I � I ,, I ; I ( � I � Ilj I I I I! I I llll I I � I � , II II IC II ( I I I !! I I 1 I I i I ' I I ' I ! ! I f I ' i t !I i ( ! ; ' i ; I' I t I�I II ! it I ( I I l ; I ( I II I , I I I I I I I I ; � � I RIDGE HEIGHT=92'-10"AMSL SOLAR PANEL AREA i ( I I I I I , I { ! i Ii I I 1 ( I ' I I I I I I I I . I II I (! I iI I ! II I I I I i t ( I f II i t i II � I I 1 II I I li I I I I ; I � I '1 I li � � II I IJ[l _j , 1 III I I I l i l t I I I i I l i i I i I ( I I i I �I 1 � 1 CANOPY ROOF AT ENTRY li ,i I Ij it I il_ '! . Ili I I I it I I i I i � I i f it � I I I ! �' I � I I ( 1 � 1 I T TF ! Il ;I i I II ! i ' , I ( ; ! ' I i I I I II I I ! � I; 1 I I ' ! I; , i' I I I I , I I , I , I it I I I I I i I I i I I i ( I it I ' CI I I i ' 11 11 l it I � II i � I I �� r ;1 i ,. i ; ! I ! I i I , I I II III I i I I ., I ! ; I I �I - ,.1.�.' .. __ � ��I.P17 ; I ! � I I I I I I ! I' I I 1 , I I I I I I I ! 11 ! I I i I I I i ! II I i I � ' i ( I fl ( ; it f ; I I i I I it i l .I . I I I I I I I I I ! I I. ;; 1; I i I II I ' rl SOLAR PANEL AREA ! I I I� r"( , I 1 , I � I I I I i i I ! I I I ! I ,. I I _ � ._ I.LI. _ . I I I I � � I I ;I I I ; ! I I ; I ; , ( I i ; ; i I I I I � I I ' II 1 I � II I 1 I ! I I I I I I i ! I I I 1 I I I. i I I it , I I I I 1 I i I I I I I ; I � I I I I i I I I I I I I I I I I I I 1 I I ( I I I I I 11 I I I ' I I I I ; I II II I I I � I I I I l i I ( II � I II I I I, ( I i l I I I I c !t I I I 1 I i I i I I ' I I I I: I I : I I ! I I 1 I � I I , I I f I , i i ( I I ! , I I If I I I ( I I I' I I ; I I I i I I I i'!I II ................. ITT' it-1 h 7 RAMP BELOW -1 If-If fl 41 H II I I I I I !r , J J - Inl j 11 I i II I I r 11 Ili I ill I Hill 11 H HI H i I it STEP BELOW PROPOSED WINERY FORB&L PROPERTY EAVE HEIGHT= =82'-6"AMSL 8850 BRIDGE LANE CUTCHOGUE,NEW YORK 11935 > y I > S.C.T.M. #1000-73-02-04 PROTECTIVE AWNING OVER a% LJI GLYCOL CHILLER SYSTEM 4c B 4A DRAWING DATE 11 mAy 2009 ISSUE DATE 22JUNE2009 _ROOF SCALE:1/8"=1'-0. REVISION DATE A-4 ROOF PLAN DRAWING SCALE: THE CONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF A+M+L ARCHITECTURE PU.C. ANY USE REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT A + M + L A R C H I T E C T U R E 4 STUDIO:184 MAIN STREET A-1.3 SOUTHAMPTON NY 11968 TOP OF RIDGE _ PH.631.287 7230 _ . . —. . — . . — . . — .. — . . — . . — . . — . . — . . — .. — . .— . .— . . — . .— . . — . . — . . — . . — . . — ..—•31.-10" Fx. 631.287 7240 W W W.AM L-ARC H ITECTU RE.COM \ 3 OF ' A-5 / \ -------- --------I j 2051 NJECHANICAL I \ I I I I \ I I TOP OF COLUMN 20-0n \ / i------- I------- I I 1091 MAINBARREL STORAGE 4 A-1.3 t ;; ----------- ------------------ I o - - - t 1 gg . , . i € �- w q x I •� T t E 5 O GE � „ 1. � t r I € DOD 000 I _.L I t ......... 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Y /i/�`/ %';/'/,'////.i/✓✓'../ /, /'/,/,.:is i'% / / /. / i i !,/, / i ./ / / /../ /;/\/\/,. \i\i'\%�� /% v. \:\ \/\ /\� \,. \ �/\/ �,.%\ \ \ \.\\ � \;� \ \ \ v\.\.\,�\� � ��!�,�\ \�\�\/\ \y\\! ,�;-� � \ \ \ \ \\��., ,�r, i`i�/v ,`iii\`i\;. .,.,�i� \ \ v\ .�� \ �\�, �i Ti\i\i\i�r�: , � � \ \ \ \,, /,,.•..<<, .�'O P OF FOOTING 1� SECTION A-A SCALE:1/4!'=1'-0" EXACT DETAILS PER BUILDING EXACT DETAILS PER BUILDING MANUFACTURER MANUFACTURER PROPOSED WINERY R B&L PROPERTY 8850 BRIDGE LANE PURLIN t CUTCHOGUE,NEW YORK 11935 S.C.T.M. #1000-73-02-04 t ROOF PANEL j I I ALL t I I I 1 I 1 I )ND) ' EAVE GUTTER 1 DRAWING DATE :L EAVE STRUT 11mAY2009 ISSUE DATE SOFFIT PANEL 22 JUNE 2009 I 8"FLUSH HEADER CHANNEL N WALL EXTERIOR WALL PANEL REVISION DATE [37] DETAIL F47] DETAIL SCALE 1/2°=1'-0" SCALE:1/2"=1'-0" IIIIIIIIIIIMI A- 5 SECTIONS DRAWING SCALE: AS NOTED THE CONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF A+M+L ARCHITECTURE PLLG ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT A + M + L A R C H I T E C T U R E CAT-WALK SYSTEM: STUDIO:184 MAIN STREET SOUTHAMPTON NY 11968 PH.631.287 7230 CATWALKS SHALL PROVIDED AS SHOWN. SHOP WWW. 6 .287 7240 W W W.AML-ML-ARCH ITECTU RE.COM DRAWINGS SHALL BE PROVIDED TO ARCHITECT CONFIRM DIMENSIONS AND CONFORMANCE WITH ED 0 Le BUILDING CODE OF NEW YORK STATE AND Q � � SKYLIGHT-THERMALLY BROKEN - SOUTHOLD TOWN CODE. TRANSLUCENT INSULATED GLASS INSULATED METAL CURB �� 877 rF O TOP OF RIDGE _. —. ............—..—........—..—..—..—..—..—..—..—..—..—........—..—..—..—.._..31'-10-10"' — ° 3 LOADING DOCK CANOPY 4 ROOF PANEL AA-6 A-6 6 A-6 R MEe'HAN CALb EA j TYPICAL RAILING AREA : ...:n, ...... r -------- ------------------------------------- ---- r — — — ------— TOP OFC COLUMN ------------ CATWALK TO 20'-O" MECHANICAL AREA i HEADER CHANNEL SUPPORT STRUCTURE SOFFIT PANEL 0 u INSULATED SLIDING DOORS &cc WALL PANEL I STEEL STRUCTURE I I (BEYOND) DOOR TO CASE DOOI TO BARREL I) I STORAGE AREA STO AGE AREA 7(—c b, 0 I ! 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I I I I I I I LEADER WALLPANEL-PER WALL PANEL-PER I I l I !I kl II I I I I MANUFACTURER PROPOSED WINERY FORB&L PROPERTY I I i I i I MANUFACTURER i I I I` I I I i I! 8850 BRIDGE LANE CUTCHOGUE,NEW YORK 11935 S.C.T.M. #1000-73-02-04 )ll I II i I I LOADING DOCK ! IIII I i II � I ! I I ! iII II. I !II I I I I I I I I I I I I I I I I DRAWING DATE CONCRETE PAD FOR GLYCOL i i i i �-- ----I---------------------------------------------- ------------------------------------------------r--- —T---------- 7----------- "1 4 MARCH 2009 CHILLER SYSTEM WITH L------L--------------------------------------------- ------------------------------------------------L-----1-----------1------------i PROTECTIVE AWNING AND ISSUE DATE 2"x2"WOOD SLAT SCREEN 22 JUNE 2009 104 F2] SOUTH ELEVATION REVISION DATE SCALE:1/8"=T-0" A- 8 ELEVATIONS DRAWING SCALE: 1/8"=T-0" THE CONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF A+M+L ARCHITECTURE PLLC ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT A + M + L A R C H IT E C T U R E STUDIO:184 MAIN STREET SOUTHAMPTON NY 11968 PH.631.287 7230 Fx. 631.287 7240 W W W.AML-ARCH ITECTURE.COM 517 516 102 515 514 513 512 511 510 509 508 011111; ALL SKYLIGHTS ARE THERMALLY BROKEN FRAME- INSULATED CURB— INSULATED TRANSLUCENT GLAZING —PER MANUFACTURER i I' I I li ! i , I i I ii i i I it i I it i , II I it f I iI II i l �I if I: I I II I I I I I ! 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ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT A + M + L A R C H I T E C T U R E STUDIO:184 MAIN STREET SOUTHAMPTON NY 11968 PH.631.287 7230 FX. 631.287 7240 ML-A L --------- ----------I CANOPY CEILING ABOVE: PLANK CEILING FROM PRE-FABRICATED BUILDING PROVIDE SAMPLES FOR APPROVAL ................ IF 7 '7 -AUGHT-1 --UGHT--, 7 2x4 SUSPENDED CEILING FERMENTING AREA 1021 GRID WITH CEILING TILES CATWALKS % AT CASE STORAGE '-iz T'_ 77lk!E Ste "1 R F E B L N -————————— T-1 E I A R L B '2 2x4 SUSPENDED CEILING GRID WITH CEILING TILES AT CONTROL LAB ''CANOPY CEILING ABOVE: CDX PLANK CEILING FROMIn S W, STEEL' CEMENT STUCCO FINISH ON EXPOSED STEEL STRUCTIJ�RE/"/ PRE-FABRICATED BUILDING PLYWOOD ON WIRE LATHE AND 15#FELT ILI NG ABOVE SECTION PROVIDE SAMPLES FOR APPROVAL PAPER ON SUSPENDED GRID SYSTEM, PROVIDE ADDITION SUSPENSION WIRES AS REQUIRED TO SUPPORT STUCCO LOAD, POSED CONFIRM WITH USG LOAD SYSTEM STEEL BEAMS )61MECH CLOS I L r-1 06CONTR(t LAB F;Itu 7 UGHT—, LF G I �AT 0 L )ROP COR�_ I11 ) ;OTQMN, i RO DM 3 `UGHT' -'Ltr.HT-, ELECTRIC 1071 --------------------------------------------------------- PROPOSED WINERY FOR SUSPENDED GRID SYSTEM 2x2 SUSPENDED CEILING B&L PROPERTY WITH GYPSUM GRID WITH CEILING TILES 8850 BRIDGE LANE AT HALLWAY AND CLOSET WALLBOARD FINISH AT CUTCHOGUE,NEW YORK 1193$ BATHROOM S.C.T.M. #1000-73-02-04 REFLECTED CEILING PLAN AT LOWER LEVEL SCALE:1/8'=l'-O' DRAWING DATE 4 MARCH 2009 ISSUE DATE REVISION DATE A-10 REFLECTED CEILING PLAN LOWER LEVEL DRAWING SCALE: 1/8"=1'-0" THE CONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF A+M+L ARCHITECTURE PLLC. ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT A + M + L A R C H IT E C T U R E STUDIO:184 MAIN STREET SOUTHAMPTON NY 11968 PH.631.287 7230 FX. 631.287 7240 W W W.AML-ARCH ITECTU RE.CO r : 0 4 ' or I i I I II I II I II II I II � II I , I II j � Ij � I IIII II .:... .. ..... .: ____-___ ---__- ----------------- ------4 ' NO CEILING FINISH AT j 1:� vi� i '�� 1 � � r : y ,�i�S�•l� 1 � } \G �\ y iV ��\ 1 I ( I MECHANICAL MEZZANINE . I e -- - - ( I i "ATTIC"SPCASEI I . ;; ACE ABOVE ............................... : } ® O LY:. .w..... O O .. ------.._....._................._....__._� P I STORAGE, NO FINISH AT LT,3 LT:-4 Lr-4 LT;i LT:,-4 I I I � � - NG, : : I �y -`�--- -�i•-f--�- —Ccs'-1---�'j- -l'�"'--i-(:'�-- '�—L-L�'-T�i f - J j LT4 .. r------, r------r---- -------------------------------------------"- PRE-FABRICATEb BUILDINGL I I CEILING MATERIAL ABOVE _..._............_. - ....._._....................: ..._._. _.-.. ....._._... FULL HEIGHT SPACE i i I O .. L ... ... ... ..... ' ;� LT-4 LT r , ----------- ------------------------------------------- I I I i � �� -r � � 7• �,� �'i:t f i ,,t. s r=:. 1 i r ,t r. 1/ I I ! I I I ET F I I I �••� � � '� t !t� � I 10 CMU WALLS TO I I ' I IIII , I I I I I UNDERSIDE OF ROOF y 0 �L40 o LY.-4 LT-4 LT:-4 Lr,4 LT:-4LT.3I I I I IIII I IIIIIIIIIIIIIIII II IIII I II iillll III III I ! II I I I I I _ _ ELI----- _ - - - -... '`'''' "ATTIC"SPACE ABOVE BARREL L"ATTIC°SPACE ABOVE BARREL 11CiFIT,;;;,; .�:'.•: I F17' `.I4GHT'r dHF "•1° `` R ' "FI7Z RE.: : :::kl)(TURS•' ;FIXTQREI' 4tl LT,a AREAS, NO FINISH AT AREAS, NO FINISH All PJXT fi,.' .. . I I I I •• '`� ::.� ;; , I I .,��; j PRE FABRICATED BUILDING, PRE FABRICATED BUILDIING, r :..,......• ::::... STUCCO FINISH BELOW STUCCO FINISH BELOW yy .t'F,IXTUR�S - I , .•i':.rL. i - 1,lGHk II o• ®� o^ — I I i .�u T L T. i I I .VER '• I .• '•: .t — SUSPENDED GRID SYSTEM 2X4 SUSPENDED CEILING PROPOSED WINERY FOR WITH GYPSUM WALLBOARD GRID WITH CEILING TILES B&L PROPERTY FINISH AT OFFICE, AT STORAGE ROOM 8850 BRIDGE LANE KITCHENETTE AND BATHROOM CUTCHOGUE,NEW YORK 11935 S.C.T.M. #1000-73-02-04 F-1] REFLECTED CEILING PLAN AT UPPER LEVEL SCALE:1/8"=1'-0" DRAWING DATE 4 MARCH 2009 ISSUE DATE REVISION DATE A-11 REFLECTED CEILING PLAN DRAWING SCALE: THE CONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF A+M+L ARCHITECTURE PLLG ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT A + M + L A R C H I T E C T U R E STUDIO:184 MAIN STREET SOUTHAMPTON NY 11968 PH.631.287 7230 Fx. 631.287 7240 W W W.AM L-ARC H ITECTU RE.COM D C C+� 7% FIXTURE INSTALLATION TYPE MANUFACTURER MODEL # COLOR STYLE �] LT-1 EXTERIOR BOLLARD ARCHITECTURAL XXXXX WHITE SYMBOL TYPE QUANTITY HEIGHT MANUFACTURE TRIM NOTES LOCATIONS AREA LIGHTING ARCHITECTURAL CEILING FAN AS SHOWN ON CEILING T.B.D. XXX XXX AS SHOWN ON 2 LT-2 WALLMOUNT SCONCE XXXXX WHITE AREA LIGHTING DRAWINGS MOUNTED DRAWINGS BATHROOM AS SHOWN ON CEILING PANASONIC CUSTOM XXX AS SHOWN ON LT-3 OVERHEAD SURFACE MOUNT XXXXX XXXXX WHITE FAN FAN DRAWINGS MOUNTED FV-13VKS2 DRAWINGS CARBON AS SHOWN ON 24"A.F.F. BY ELECTRICIAN XXX XXX AS SHOWN ON CMS MONOXIDE DRAWINGS DRAWINGS LT-4 HANGING PENDANT COOPER LIGHTING - LUMARK DP-AXIO SERIES WHITE DETECTOR TELEPHONE AS SHOWN ON AS NOTED BY ELECTRICIAN XXX HOME RUN TO ELECTRIC PHONE- JACK LOCATION DRAWINGS CLOSET CAT 5-E LT-5 LAY-IN CEILING FIXTURE COOPER LIGHTING - METALUX 2GCAFA WHITE CAT 5E CABLE AS SHOWN ON AS NOTED BY ELECTRICIAN XXX HOME RUN TO ELECTRIC CAT 5NO- WITH JACK DRAWINGS CLOSET CAT 5-E TERMINATION O LT-6 FLUSH FLOURENSCENT FIXTURE COOPER LIGHTING - NEO-RAY VERSYS WHITE RECEPTACLE AS SHOWN ON AS NOTED LEVITON LEVITON XXX AS SHOWN ON DRAWINGS COVER PLATE DRAWINGS HANGING HALF SWITCHED AS SHOWN ON AS NOTED LEVITON LEVITON XXX AS SHOWN ON LT-7 FLOURENSCENT FIXTURE COOPER LIGHTING - METALUX XXXXX WHITE RECEPTACLE DRAWINGS COVER PLATE DRAWINGS GROUND FAULT AS SHOWN ON AS NOTED LEVITON LEVITON XXX AS SHOWN ON WITH $� LT-8 RECESSED SHOWER LIGHT COPPER LIGHTING- HALO 951 H-99T WIWI WHITE �� RECEPTACLE DRAWINGS COVER PLATE DRAWINGS PS QUAD AS SHOWN ON AS NOTED LEVITON LEVITON XXX AS SHOWN ON LT-9 OVERHEAD SURFACE MOUNT XXXXX XXXXX XXXXX RECEPTACLES DRAWINGS COVER PLATE DRAWINGS CEILING AS SHOWN ON AS NOTED TDB AS NEEDED XXX AS SHOWN ON D RECEPTACLE DRAWINGS DRAWINGS DROPCORD 10 LT-10 WALLMOUNT SCONCE XXXXX XXXXX XXXXX EXTERIOR AS SHOWN ON AS NOTED LEVITON LEVITON XXX AS SHOWN ON =*EXT.RCEPT. RECEPTACLE DRAWINGS COVER PLATE DRAWINGS LT-11 LAY-IN CEILING FIXTURE COOPER LIGHTING- METALUX 2GCAFA XXXXX ONE WAY AS SHOWN ON 46"AFF TYP. LEVITON LEVITON XXX AS SHOWN ON RECESSED CEILING FIXTURE $ SWITCH DRAWINGS UNLESS COVER PLATE DRAWINGS OTHERWISE NOTED LT-12 RECESSED FIXTURE WAC LIGHTING MT-330 XXXXX 3 WAY SWITCH AS SHOWN ON 46" AFF TYP. LEVITON LEVITON XXX AS SHOWN ON DRAWINGS UNLESS COVER PLATE DRAWINGS 3 OTHERWISE NOTED 4 WAY SWITCH AS SHOWN ON 46" AFF TYP. LEVITON LEVITON XXX AS SHOWN ON 13 LT-13 RECESSED FIXTURE WAC LIGHTING MT-130 XXXXX4 3 OR MORE DRAWINGS UNLESS COVER PLATE DRAWINGS SWITCHES OTHERWISE NOTED DIMMER AS SHOWN ON 46"AFF TYP. LUTRON DIVA LUTRON COVER XXX AS SHOWN ON LT-14 OVERHEAD SURFACE MOUNT XXXXX XXXXX XXXXX p SWITCH DRAWINGS UNLESS PLATE DRAWINGS OTHERWISE NOTED UNDER CABINET AS SHOWN ON UNDERCABINET W.A.C. XXX XXX AS SHOWN ON UNDERCABINET LIGHT FIXTURE DRAWINGS LIGHTING DRAWINGS LT-15 HANGING CHANDELIER XXXXX XXXXX XXXXX POWER MAST AS SHOWN ON AS NOTED S.S.FRAME BY TANK XXX XXX AS SHOWN ON DRAWINGS SUPPLIER, ELECTRICAL DRAWINGS FITTINGS IN CONTRACT THERMOSTAT AS SHOWN ON 60"AFF TYP. HONEYWELL XXX XXX AS SHOWN ON TT`T DRAWINGS UNLESS DRAWINGS OTHERWISE NOTED AUTOMATIC AS SHOWN ON AS SHOWN ON Im OVERHEAD DOOR DRAWINGS DRAWINGS OD CONTROL PROPOSED WINERY FOR B&L PROPERTY 8850 BRIDGE LANE CUTCHOGUE,NEW YORK 11935 S.C.T.M. #1000-73-02-04 DRAWING DATE 11 MAY 2009 ISSUE DATE 22 JUNE 2009 REVISION DATE FIXTURE LEGEND DRAWING SCALE: N.T.S. THE CONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF A+M+L ARCHITECTURE PLLC ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT A + M + L A R C H IT E C T U R E STUDIO:184 MAIN STREET SOUTHAMPTON NY 11968 PH.631.287 7230 FX. 631.287 7240 WWWAMLARCH ITECTURECO � r----------------T---------------- AC UNITS-PROVIDE ALL ELECTRICAL AND CONTROL- CONNECTIONS LM — — — — — — — — — — — — — — — LTt2 LV2 _LT 4-- L ............ ----- - -------- ,LTt2 ---........ ..................... um ................... p ......... ........J. OD 7 '6-1 _4 0 'A 11-4 L Lf 1-4 LT-4 LT-4 LT-4 LT-4 LT-4 J-1 :1L_" :40? FERM i E WALL CA!E STORA A E A At, NTED 1. POWER MAST- II-'MOU DEVICES -------- -- TYPICAL J. --- H-41 t'! V TO LIGHTS AT MECHANICAL .... . ................. MEZZANINE .......... LI-4 ............ L ................. L 4 loll PR EBBING 'ulwi _QV Lt,-4 Lt-4 Lt-4 4 L7-4 LT_ Lf-4 LT-9 .................. WALL 6"�FIF CI- ))L IOWER LT-4 MOUNTED I/11V 41FAFIF COMPRESSION DEVICES 6 H ---------------- POWEI FOR ONTR LAB OP CORD DROP D CORD ..\ I 104H BOI BOTTI ING RQ( M PHONJAND 103 L LT,-4 JETWORK REA 'J 'OAT ELECTIICAL CORD: RD P • INELS 07 ECgTRIC CIO millip Mifflin" ........ ......... - - - - - - - - - - T - - - - LT72 - - - - - -- - - - - - - - - - - - - - - - - - - - -f - - - - -- - - - PHASE CONVERTOR(S) POWER FOR AND TRANSFER GYLCOL RATOR- SWITCH EMERGENCY GENE SYSTEM I_......_....__........_._.__--._. ..................... SEE SITE PLAN FOR EXACT I I LOCATION PROVIDE ALL I I CONNECTION AS NEEDED I PROPOSED WINERY FOR B&L PROPERTY HVAC ZONES: 8850 BRIDGE LANE ZONE-1: CASE STORAGE ROOM CUTCHOGUE,NEW YORK 11935 ZONE-2: MAIN BARREL ROOM S.C.T.M. #1000-73-02-04 ZONE-3: RESERVE BARREL ROOM NOTE:SEE SHEETS S-1&S-3 AC UNITS-PROVIDE ALL ZONE-4: PROCESSING AND FERMENTATION AREAS FOR EXTERIOR LIGHTING ELECTRICAL AN ID CONTROL ZONE-5: LOWER LEVEL BOTTLING AND CONTROLS AREAS DEVICES AND PLACEMENT CONNECTIONS ZONE-6: MEZZANINE OFFICE AND STORAGE AREAS DRAWING DATE 11 MAY 2009 ISSUE DATE 22 JUNE 2009 REVISION DATE E - 2 ELECTRICAL PLAN LOWER LEVEL DRAWING SCALE: 1/8"4-0" THE CONTENT OF THIS DRAWING IS THE EXCLUSI PROPERTY OF A+M+L ARCHITECTURE PLLC. ANY U _N1 v I �LTJN� 7i REPRODUCTION, IN WHOLE OR IN PART MAY ONLY MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARC 4M A + M + L A R C H I T E C T U R E STUDIO:184 MAIN STREET SOUTHAMPTON NY 11968 PH.631.287 7230 Fx. 631.287 7240 IIIIIIIIIIIIII —-7jIItIIIIIII WWW.AML-ARCHITECTURE OM ------------------- ---------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — , .• - - - - - - - - - - - - - - - - - - F _........... ---------------- _----- ------------ ----- ----------- — -------------------------- PROVIDE ------------------------ IIIIIIIIIIII-...IIIIIIIIII IIIIIIII IIIIIIIII IIIII IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII ''_.I.i:.7Ii'_$�i;.'I�•,t•. \o�;.i�", �,�.`.�_.�.r_-'�p_"�.=•.c=1 ,1-,-_:-d-,•�..:,':r: i•:i'1- i-:��_;:�_,.-.r�p\r,Ir.::?.-:Y"-..'tt.Casfi''mri�."i'/_I—C,v-\\_�\<,.�:i'..I.,.�^::;,-;;_t�I:-:�-i-c's"(T,�ro';.�y�",,,��■yy;i I^,`\.X`�.-�.�,i_s__�•emI_..--\'`'"'(.,',�,'r�y\ ._c:,�jriI,I II (,�A``•�!,�..z:`__i-If.IIL:?.�1.I:riIIII-r��H'�',I-iIII.i'�iI1�I iI11 1iI1.-.. GA IN O�IIiI i PR-OVIi IDE_POWER FOR R A•L�L HVAC ZONES-INTERIOR AI R4 HANDLERS AND EXTERIOR CONDENSERS LT-4 LT-4 LT-4 LT,-4 LT4 LT4DOMESTIC - OMI ES ICWELL E LL ,, PRESSURE TANK TO SWITCH AT Mm ..... LOWER LEVEL _ Ll SEE SHEPROVIDE POWER FOR ALL HVAC ZONES INTERIOR AIR / HANDLERS AND EXTERIOR CONDENSERS _ � LT-4 LT-4 LT-4 LT-4 LT-4 LT-4 LT-10 T-10 7 ----- —----------— ------------------ ------------- - I1IiI iiII - - - - - - - - - - - - - - - - - - - - - - - ---------- PROVIDE POWER FOR ALL HVAC ZONES-INTERIOR AIR HANDLERS AND EXTERIOR CONDENSERS HVAC ZONES: ZONE-1: CASE STORAGE ROOM ZONE-2: MAIN BARREL ROOM IIIIIIIIIIIIIIIII!I IIIIIIIIIIIII!I IIII III II PROPOSED WI N ERY FOR R ZONE-3: RESERVE BARREL ROOM B&L PROPERTY ZONE-4: PROCESSING AND FERMENTATION AREAS 8850 BRIDGE LANE ZONE-5: LOWER LEVEL BOTTLING AND CONTROLS AREAS CUTCHOGUE,NEWYORK 11935 ZONE-6: MEZZANINE OFFICE AND STORAGE AREAS s.c.T.M. #1000-73-02-04 DRAWING DATE 11 MAv 2009 ISSUE DATE 22JUNE 2009 REVISION DATE E -3 ELECTRICAL PLAN MEZZANINE + CATWALK DRAWING SCALE: 1/8-=1'-0- THE CONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF A+M+L ARCHITECTURE PLLC. ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT A + M + L A R C H IT E C T U R E STUDIO:184 MAIN STREET SOUTHAMPTON NY 11968 PH.631.287 7230 I FX. 631.287 7240 W W W.AML-ARC H ITECTU RE.COM Ic B ► IA V I L= I _ I I ! 1 i i i i I i i I i 1 K3 JOIST @ 4'o.c. i 12<3 JoIST @ 4'o.c. 1 K3 JOIST @ 4'o.c. 12<3 JOIST @ 4'o.c. i 1 K3 JOIST @ 4'o.c. 1 3 JoIST @ 4'o.c. 6"X6"TUBE STEEL COLUMN I BRACING @±9'O.C. I I BELOW(TYPICAL)- (NOT TO EXCEED 9'-11") I -� 4"X4"TUBE STEEL COLUMN SPECIF,jCATION PER I I -I--- ----- BELOW(TYPICAL)- MANUFACTURER SPECIFICATION PER ! II II MANUFACTURER i I JOIST w 12K3 JOISTF4!( .C. W iu -2 8K1 JOIST @ 'O.C. w m W W IW W Z �0 Lu Z Z 12 JOIST ,C. Q 8K1 JOIST @ 'O.C. LL W W W W f7 f� Lu 3 L12K3 JOIST 3 81<1 JOIST @ 'O.C. 3 I 12 JOIST 4' .C. 81<1 JOIST @, 'O.C. i RIGID FRAME STRUCTURAL BRACING @I±9'O.C. COLUMN-SPECIFICATION PER (NOT TO EXCEED 9'-11") MANUFACTURER(TYPICAL) i D D D I PROPOSED WINERY FOR Ic B 1 IA B&L PROPERTY 8850 BRIDGE LANE J;;, CUTCHOGUE,NEW YORK 11935 S.C.T.M. #1000-73-02-04 i i DRAWING DATE 11 MAY 2009 1� ATE MEZZANINE FRAMING PLAN ISSU22JuNE200009 SCALE:1/8"=1'-0" REVISION DATE MEZZANINE FRAMING PLAN DRAWING SCALE: 1/8"=1'-0" THE CONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF A+M+L ARCHITECTURE PLLG ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT A + M + L A R C H I T E C T U R E STUDIO:184 MAIN STREET SOUTHAMPTON NY 11968 PH.631.287 7230 FX. 631.287 7240 W W W.AM L-ARC H ITECTU RE.COM t 0 Vicc JA ��, I � OF -44 aj I I---------- ------------------------------------ P-------i- -----q I I I I I I _ D Aa � --------------- ---------- ----- --------------- -- : .. ..:.:..:. . ,.: ; I I I I II RIGID FRAME STRUCTURE- II I I I I II SPECIFICATION PER Y MANUFACTURER(TYPICAL) AI vi almilar form 1 MINIMUM El II I I I . ... ;.i. .:. ......:. : it ' .:.;.::. f... .: .w:... i.. i IIII , IIII ' IIII t IIII I� � I I li I I I ( ! ! STEEL PURLINS-SIZE i AND SPACING PER MANUFACTURER RAKE CHANNEL LZ 1-1--- -- - I I it I I II I j I I I II II I I i i li I 71 i ------------ I1 II I I I I i I I EAVE STRUT I ( PROPOSED WINERY FOR B&L PROPERTY 8850 BRIDGE LANE i CUTCHOGUE,NEW YORK 11935 S.C.T.M. #1000-73-02-04 ic 6A �1 i DRAWING DATE 11 MAY 2009 ISSUE DATE 22JUNE 2009 1� ROOF FRAMING PLAN SCALE:1/8'=1'-0' REVISION DATE r F - 2 ROOF FRAMING PLAN DRAWING SCALE: 1/8"=1'-0" THE CONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF A+M+L ARCHITECTURE PLLC ANY USE. REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT