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HomeMy WebLinkAbout26428-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28278 Date: 03/15/02 THIS CERTIFIES that the building WINERY Location of Property: 35 COX NECK RD MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 121 Block 6 Lot 1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 24, 2000 pursuant to which Building Permit No. 26428-Z dated MARCH 31, 2000 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is TWO WINERY BUILDINGS AS APPLIED FOR & AS PER ZBA #4078. The certificate is issued to PREMIUM WINE GROUP, LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C-10-99-0013 03/20/00 ELECTRICAL CERTIFICATE NO. N542392 11/13/00 & N537485 09/25/00 PLUMBERS CERTIFICATION DATED 12/17/01 PECONIC PLUMBING&HEATING jd::2 X1111—W A ho zed Signature Rev. 1/81 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. 26428 Z Date MARCH 31, 2000 Permission is hereby granted to: CARDINALE (PREMIUM WINES) 785 PECONIC BAY BLVD RIVERHEAD,NY 11901 for CONSTRUCTION OF TWO WINERY BUILDINGS AS APPLIED FOR. ZBA #4708 . at premises located at 35 COX NECK RD MATTITUCK County Tax Map No. 473889 Section 121 Block 0006 Lot No. 001 pursuant to application dated MARCH 24, 2000 and approved by the Building Inspector. Fee $ 4,250 . 00 Authoriz d Nignature Vj COPY Rev. 2/19/98 Form No.6 TOWN OF SOUTHOLD 0231 Ia00 �c I BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final.Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant.If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to.dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Photocopy of Certificate of Occupancy-$0.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00, Commercial $15.00 Date. 3��3CQ 2 New Construction: Old or Pre-existing Building: (check one) Location of Property: 3j CbtC ,K kopfp m House No. Street Hamlet Owner or Owners of Property: 1 U}►� f �QOO Q , 1.1.0 Suffolk County Tax Map No 1000, Section )2 ( Block 0006 Lot C701 Subdivision Filed Map, Lot: Permit No. 2 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ 90 411of -PQ1oc 1PA- �1Zc.. iO J a 60 Applicant Signature co &c2adV � a THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 1001071 BUREAU OF ELECTRICITY F 40 FULTON STREET, NEW YORK, NY 10038 Date NOVEMBER 13,2000 Application No. on file 15961300100 N 542392 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of PRE4IUM WINE GROUP, C/O ROUTE 48 & COX NECK LANE, WARE HOUSE, MATTITUCK, NY in the following location; 11Basement f] lst Fl. 11 2nd FL OUT Section Block Lot was examined on NOVEMBER 07,2000 and found to be in compliance with the National Electrical Code. . FIXTUREFIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS RECEPTACLES SWITCHES FLUORESCENT I OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. H.P. 10 5 5 4 6 DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT.I TIME CLOCKS BELL UNIT HEATERS MULTI -TOEI LET DIMMERS SYSAMT. K.W. OIL N.P. GAS H.P. AMT. NO. I A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. N.P. NO.OF FEET AMT. I WAS SERVICE DISCONNECT NO.OF S E R V I C E METER NO.OF CC GOND. A.W.G. A.W.G. A.W.G. AMT. AMP. TYPE EQUIP. 1•$MI 1 13W •SW 3•4W PER R OF CC.COND. NO.OF NI•LEG OF HIAEG NO. NEUTRALS OF NEUTRAL OTHER APPARATUS: 30A 3@ RECEPTACLE WITH SWITCHES-2 EXIT/EMERGENCY LIGHT COMBOS-4 PANELBOARDSTI-11 CIR. 200,1-4 CIR. 60 G & S CONTRACTOR LIC.#578E L BOX 215 ANN SOUTHOLD, NY, 11971 GENERAL MANAGER Per This certificate must not be altered In any manner;return to the office of the Board if Incorrect.Inspectors may be Identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. a THE NEW YORK BOARD OF FIRE UNDERWRITERS , PAGE 1 1001071 BUREAU OF ELECTRICITY I 40 FULTON STREET, NEW YORK, NY 10038 Date SEPTEMBER 25,2000 Application No. on flu 10543200/00 N 537485 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of PREMIUM WINE GROUP, C/O RT#48 & COX NECK LANE, MATTIT€3CK, NY in Hse following location, ❑ Basement ® Ist FL ❑ 2nd Fl. OUT Section Block Lot was examined on SEPTEMBER 18,2000 and found to be in compliance with the National Electrical Code., FIXTURE FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS RECEPTACLES SWITCHESINICANDESCENJ FIXTURES OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMR. N.P. 28 38 20 17 11 3 F DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS AMT. K.W. OIL NA. GAS N.P. AMT. NO. A.W.G. AMT. AMP. NO.OF FEET AMT. AMPS. TRANS. AMT. H.P. SYSTEMS AMR. WATTS 2 F 12 SERVICE DISCONNECT E.OF S E R V I C E AMT. AMP. TYPE EQUIP. 1•2W 10 SW S•SW S 0 4W NO'OF CC GOND. A.W.G. NO. HI-LEG A.W.G.W G NO. NIUMALS A.W.a. PER a OF CC.COND. OF FRAEG OF NEUTRAL 1 600 SW 1 X 1 2 350 2 350 OTHER APPARATUS: EXIVEMERGENCY PACKS-4 30AHP DISCONNECTS-20 400AMP DISCONNECT REFRIGERATIOR-1 3HP PUMPS REFRIGERATIOR-3 30AMP METER '„ONTROLS-2 MOTORS:3-3 H.P. PANELSOARDST1--26 CIR. 100,1-14 CIR. 100,1-6 CIR. 10 G.F.C.It-2 <<< Continued on Page 2 a» GENERAL MANAGER Per This oertiBcate must not be altered In any manner,return to the office of the Board If Incorrect.Inspectors may be Identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 2 1001071 BUREAU OF ELECTRICITY 40 FULTON STREET, NEW YORK, NY 10038 Date SEPTEMBER 25,2000 Application No. on file 10543200/00 N 537485 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of PREMIUM WINE GROUP, C/O RT#48 & COX NECK LANE, MATTITUCK, NY in the following location; ❑ Basement ® lst FL ❑ 2nd Fl. OUT Section Block Lot was examined on SEPTEMBER 18,20M and found to be in compliance with the National Electrical Code. . FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS FLUORESCENT OTHER AMT. K.W. AMT. I K.W. AMT. K.W. AMT. K.W. AMT. H.P. DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS SELL UNIT HEATERS MULTI-OUTLET DIMMERS SYSTEMS AMT. K.W. OR N.P. GAS N.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. H.P. NO.OF FEET AMT. WATTS SERVICE DISCONNECT NO.OF S E R V I C E METER NO.OF CC COND. A.W.G. A.W.G. A.W.G. AMT. AMP. TYPE EQUIP. 1 2W 1 i SW SW /4W PER 0 OF CC.COND. NO. HI-LEG OF HIAEG NO NEUTRALS OF NEUTRAL OTHER APPARATUS: BOX S CONTRACTOR LIC.#5577N8-E L SOUTHOLD, NY, 11971 GENERAL MANAGER Per - This co Cate must not be altered in any manner;return to the office of the Board if Incorrect. Inspectors may be Identified by their credentials. ------------- COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. y� Town Hall,53095 Main Road y Z Fax(516)765-1823 P. O. Box 1179 W Telephone(516)765-1802 Southold, New York 11971 �if•�0� �a0! OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: &1,'17"r-1-V,J Building Permit No. 96491-2. Owner: PRFmlum WIPIE Mop ) LLC (please print) Plumber: ✓'�Ca/I/G .1�LUm.�IINI (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. VA4166 (P rs S i g'h ature) Sworn to before me this day of BARBARA ZJt�4 Notary Public, County Notary Public,Stata ot Ne v Y,,rk No.01 ST4844%22 Qualified in Suffolk coon CW=56ian E*=Sep. PLANNING BOARD MEMBERS ��$Vf f0( C BENNETT ORLOWSKI,JR. �� ��j Town Hall, 53095 State Route 25 Chairman = y1 P.O. Box 1179 WILLIAM J.CREMERS 00 Southold, New York 11971-0959 KENNETH Tl:,T1WARnc � Telephone(631) 765-1938 GrEORGI R�TCMEfLA I, -7g .f. �� Fax(631) 765-3136 WCHARI)tAdGIANO- f i PLANNING BOARD OFFICE TOWN OF SOUTHOLD TO: Michael Verity, Principle Building Inspector FROM: Robert G. Kassner, Site Plan Reviewer/ RE: Premium Wine Group Route 48, Mattituck SCTM# 1000-121-6-1 DATE: August 28, 2001 An inspection of the above property was made on August 27, 2001. All conditions of the approved site plan have been met. The Board recommends that a Certificate of Occupancy be issued. JUL 14 2000 S A M U E L S & --;- S T E E L M A N ..... ...1 July 13, 2000 Mr. Edward Forrester Building Department Town of Southold Southold NY 11971 Re: Premium Wine Group Mattituck, New York Dear Mr. Forrester, Upon review of the New York State Building Code, the Construction Classification for the Production Building at Premium Wines is Type 2b - noncombustible construction. The building meets all the required height and fire areas for Occupancy Group C3.1 (1) (breweries and wineries). If we can answer any questions, please do not hesitate to call. Yours Truly, Sam s & Ste an Architects Na : Steelman, R.A. ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NEW YORK 11935 (631)734-6405 FAX(631)734-6407 File No: 3900 WARREN A.SAMBACH,SR. CONSULTING ENGINEERS•PLANNERS 7675 COX LANE • P.O.BOX 1033 CUTCHOGUE,NY 11935 (516)734-7492 April 24 2000 Building Department Town of Southold Town Hall 53095 Main Road. P.O. Box 1170 Southold NY 11971 Re" Premium Winery Cox Lane Mattituck NY 11952 Permit #26428 Production Building To Whom it May Concern: Be advised that the writer made a inspection of the soil conditions at the footing level . The footing has been lowered due to obtain good bearing value of minimum of 4 ton bearing class 8-65 Fine sand. All reinforcing was installed as per details on plan. Si cer2ly, L*, Warren A. Sambach Sr. P.E. was:s 4 File No: 6400 WARREN A.SAMBACH,SR. F,F, CONSULTING ENGINEERS•PLANNERS F f 7675 COX LANE • P.O.BOX 1033 CUTCHOGUE,NY 11935 6 3 1"734-7492 May 14 2001 Russell Hearn Premium Wine Group 35 Cox Nexk Road Mattituck NY 11952 Mr. Hearn: Site visitation was made on August 2 , 2000 and metal studs and sheetrock were being installed on interior walls, partitions and ceiling of office, labatory. Toilet partitions were being framed .out ready for sheetrock. Insulation being installed for all exterior walls and ceiling. August 14, 2000 second layer of 3/4" sheetrock being installed on all exterior, interior walls, partitions and ceiling of administrative area of building. August 17, 2000 completion of sheetrock installation, spackle and tape being applied and made ready for painting. August 22 , 2000 painting finished on all sheetrock walls,and structural steel . RPZ slab and hot box installed with trenching for electrical cable and water line. Construction of buildings conforms to the New York State Uniform Fire Prevention and Building Code. Si cerely,,,, Warren A. Sambach Sr. P.E. was:s awn� Go) WARREN A.SAMBACH,SR. 1H V CONSULTING ENGINEERS•PLANNERS „a 7675 COX LANE • P.O.BOX 1033 CUTCHOGUE,NY 11935 (516)734-7492 April 27 2000 Building Department Town of Southold Town Hall 53095 Main Road P.O. Box 1170 Southold NY 11971 Re: Premium Winery Permit #26428 Cox Neck Road Production Building Mattituck NY 11952 Att: Gary Fish: Be advised that the writer made an inspection of the foundation wall reinforcing installed and being installed at the above building this date. All reinforcing installed and being installed conforms to the details on the approved plans . Sincerely, (� A,-Z'4-jAjj ,dr-. Warren A. Sambach Sr. P.E. was: s PLANNING BOARD MEMBERS SSfF01 .. j3ENNETT ORLOWSKI,JR. �OD�j Town Hall, 53095 State Route 25 ?J► P.O. Box 1179 Chairman Southold, New York 11971-0959 WILLIAM J.CREMERS N x Fax(631) 765-3136 KENNETH L.EDWARDS GEORGE RITCHIE LATHAM,JR. y �� Telephone(631) 765-1938 RICHARD G.WARD ccc PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 25, 2000 Nancy Steelman Samuels & Steelman Architects 25235 Main Road Cutchogue, NY 11935 Re: Proposed site plan for Premium Wine Group SCTM# 1000-121-6-1 Dear Ms. Steelman: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, January 24, 2000. The final public hearing was closed. The following resolution was adopted: WHEREAS, this proposed site plan, to be known as site plan for Premium Wine Group is for a 7,800 square foot production building, a 10,200 square foot storage building, and a 2,400 square foot tasting building; and WHEREAS, Mark Lieb is the contract vendee of the property known and designated as Premium Wine Group, Cox Neck Lane and CR 48, Mattituck, SCTM # 1000-121-6-1; and WHEREAS, a formal application for the approval of this site plan was submitted on October 12, 1999; and WHEREAS, the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act, (Article 8), Part 617, declared itself lead agency and issued a Negative Declaration on November 22, 1999; and WHEREAS, this site plan, last revised September 29, 1999 was certified by the Building Inspector on January 24, 2000; and Premium Wine - proposed amended site plan Page 2 January 25, 2000 w WHEREAS, the Architectural Review Committee has approved the elevation drawings on November 9, 1999; and WHEREAS, the Southold Town Board of Appeals rendered an interpretation on July 28, 1999 that a structure shall have no more than sixty linear feet of frontage on one street, so that a structure with two street frontages satisfies section 100-83C when it measures no more than 60 linear feet on one of those frontages; and WHEREAS, the Southold Town Planning Board, pursuant to Chapter 58, Notice of Public Hearing, has received affidavits that the applicant has complied with the notification provisions; and WHEREAS, the applicant hereby agrees and understands that if the site plan which receives stamped Health Department approval differs in any way from the proposed conditional site plan on which the Planning Board held a public hearing and voted on, then the Planning Board has the right and option, if the"change is material to any of the issues properly before the Planning Board, to hold a public hearing on this "revised" site plan application and review its conditional approval; and WHEREAS, on January 24, 2000 the applicant signed a statement agreeing not to object to a new public hearing and Planning Board review of the revised application; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore BE IT RESOLVED, that the Southold Town Planning Board grant conditional final approval on the surveys dated October 6, 1999, and authorize the Chairman to endorse the final surveys subject to fulfillment of the following condition. This condition must be met within six (6) months of the resolution. 1. Review and approval of the Suffolk County Department of Health Services. Please contact this office if you have any questions regarding the above. Sincerely, Bennett Orlowski, Jr. f Chairman cc: Building Department 01 James Diniaio,Jr. Lydia A.Tortora Lota S.Coiling ZBA Fax(316)765-9064 George Horning TOICphoee(516)765.18 " ;L Th BOA" OF"PEALS � TOWN OF SOUTHOLD �� T FINDINGS AND DETERMINATION MEETING OF 3ULY 28, 1999 T➢� Appl. No. 4708-1„f&.0 LjAgg 1000-121-6-1 STREET&LOCALITY: 35 Cox Neck Lane ind Middle Road (C.R. 48, a/k/a North Road), Mat:tituck DATE OF PUBLIC HEARING: July 22, 1999 DINGS OF FAICI ERORERTY FACTS/pSChIP'TlQNe The applOnt's property is located in the Umited Business (1-8) Zona Oistriet and consists of 3.563 acres(155,204.28 sq. R. in arre$) with 337.83 ft. frontage along the north side of Middle Road (alkla Middlt Road and C.R. 48), and 418.85 ft. frontage along the west side of Cox Neck RUBS, Mattituck, The property Is vacant land. PSIS Of APPLICATrC>fV: Building Depertment's May 7, 1999 Notice of D Saovroval Citing Article VIII,Sala w 100-83C of the Zoning Code,Stating that: "...the propouid construction on corner lot has two road frontages, two (2) structures on proposed project will exceed sixty(60)foot hWr frontage on one of those road frontages white maintaining the regained frontage on the Mar f WtW." jNTERPREICATION =EM;- Applicant's attorney asked cilia board to rule that Section 1W 83C applies to frontes on"one(1)street'; In that use,since the building sides fronting Route 48 are within the 60-111ook limit of SeMon 100-83C,the buiidings would be In Compliance. The mrd agreed to hear this Irverprel:ation question and,after giving public notice, did so on July 22, 1999. Specifically, the Board addressed the question `whether the proposed winery building Is required to have sixty(60)linear The of frorltagis on one(1) street or on two rood frontage5,I The legal notice read for the hearing held on July 22, 1999 was advertised as follows: 11iis is a rwWq*t for an Inwpretation under Article VIII, Section 10D-83C which states: A Omjw shall be divided into separate sovetures 90 that no slngW structure shall have more than sixty(60) linWr f!et of frprstage an one r1 1 strut. Applicant proposes too Constructs wlnesy.on this Comer lot with two road froraglo(at InfareaeW with Middle RoW a/k/a C.R.48)and requests the Saard to interyret whether or not tt►e proposed winery building is required to have sixty (60) linear feet of frontage on one (1) stmt or on two load frOnoM, as detern*npd by the Wilding Osperrtment's May 7, 1999 Notice or Disapproval. Site Address; 35 Cox Neck Lane,Matfituck; Parcel 1000-121- 6-!. " The Board heard testimony on the question to be addressed. The Board Is cognImV of the legal principle that since Zoning ordinances are in detWation of common law property rights,they must be construed strictly. Cn motion by Member Wlins, seconded by Member Dinizio, it was ROOLVED, ftt the Board intertlrets the meaning of Section 100.830 tr)be that a structure shall have no more then sixty lined feet of frontage on gW..� so that a structure with two . street frantage s sadsRes S"On 100-83C when It measures no more than 60 linear feet on one of those frontag%; and further RESOLVED,that the Building InspeCW 6 Notice of Disapproval dated May 7, 1999 is hereby reversed pursuant to this Board's authority under Section 267-bi of New York Town Law, VOTE OF THE BOARD: AYFZ: MEMBERS GOEHRINf RI DINIZIO, TORTORA, AND COWNS. (Absent was Member Horning of fishers Island, u odd (4-0)• GERARD P. GOIARINGEFt CKAIRMAN For PilkV about 8/2/99 RECEIVED AND FILED BY TfM SOUTHOLI3 TOWN Cj gU DATE � $H0 ,1004W Town Clerk, T*"U of Southold Page 2 -July 28999 ZBAAppl. No.47 08 - Lieb Cellars Parcel 1000-121 -1 BOARD ACTION/RESOLUTION: The Board heard testimony on the question to be addressed. The Board is cognizant of the legal principle that since zoning ordinances are in derogation of common law property rights, they must be construed strictly. On motion by Member Collins, seconded by Member Dinizio, it was RESOLVED, that the Board interprets the meaning of Section 100-83C to be that a structure shall have no more than sixty linear feet of frontage on one street, so that a structure with two street frontages satisfies Section 100-83C when it measures no more than 60 linear feet on one of those frontages; and further RESOLVED, that the Building Inspector's Notice of Disapproval dated May 7, 1999 is hereby reversed pursuant to this Board's authority under section 267-bi of New York Town Law. VOTE OF THE BOARD: AYES: MEMBERS GOEHRINGER, DINIZIO, TORTORA, AND COLLINS. (Absent was Member Horning of Fishers Island.) lotion opted (4-0). GERARD P. GO RINGER CHAIRMAN For Filing about 8/2/99 RECCEIVED AND FILED BY THE SOUTHOLD TOWN CLERK DATE XAM5HOUR 9.,000N Town Clerk, Town of Southold tA -� APPEALS BOARD MEMBERS �0 SCC (car Southold Town Hall Gerard P. Goehringer, Chairman �� L� 53095 Main Road James Dinizio,Jr. ti — 5 I Ja. P.O. Box 1179 Lydia A. Tortora S old, New York 11971 Lora S. Collins y BA Fax (516) 765-9064 George Horning l �a BLDG.DEPT. Telephone(516) 765-1809 TOWN OF SOUTHOLD 1 BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS AND DETERMINATION MEETING OF JULY 28, 1999 Appl. No. 4708 - LIEB CELLARS 1000-121-6-1 STREET & LOCALITY: 35 Cox Neck Lane and Middle Road (C.R. 48, a/k/a North Road), Mattituck DATE OF PUBLIC HEARING:' July 22, 1999 FINDINGS OF FACT PROPERTY FACTS/DESCRIPTION: The applicant's property is located in the Limited Business (LB) Zone District and consists of 3.563 acres (155,204.28 sq. ft. in area) with 337.83 ft. frontage along the north side of Middle Road (a/k/a Middle Road and C.R. 48), and 428.85 ft. frontage along the west side of Cox Neck Road, Mattituck. The property is vacant land. BASIS OF APPLICATION: Building Department's May 7, 1999 Notice of Disapproval citing Article VIII, Section 100-83C of the Zoning Code, stating that: "...the proposed construction on comer lot has two road frontages, two (2) structures on proposed project will exceed sixty (60) foot linear frontage on one of those road frontages while maintaining the required frontage on the other frontage." INTERPRETATION REQUESTED: Applicant's attorney asked the Board to rule that Section 100- 83C applies to frontage on"one (1) street"; in that case, since the building sides fronting Route 48 are within the 60-foot limit of Section 100-83C, the buildings would be in compliance. The Board agreed to hear this interpretation question and, after giving public notice, did so on July 22, 1999. Specifically, the Board addressed the question "whether the proposed winery building is required to have sixty (60) linear feet of frontage on one (1) street or on two road frontages." The legal notice read for the hearing held on July 22, 1999 was advertised as follows: "This is a request for an Interpretation under Article VIII, Section 100-83C which states: A project shall be divided into separate structures so that no single structure shall have more than sixty (60) linear feet of frontage on one (1)street. Applicant proposes to construct a winery on this corner lot with two road frontages (at intersection with Middle Road a/k/a C.R. 48) and requests the Board to interpret whether or not the proposed winery building is required to have sixty (60) linear feet of frontage on one (1) street or on two road frontages, as determined by the Building Department's May 7, 1999 Notice of Disapproval. Site Address: 35 Cox Neck Lane, Mattituck; Parcel 1000-121- 6-1." BUILDING DEPT. NSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS:V4 L.0e R DATE 00 INSPECTOR z2 cP� 765-teo2 suiLDiNc oar. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ j FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: ftL DATE � kf d0 INSPECTOR 1 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ION [ ] FRAMING [ FINAL [ ] FIREPLAC A CHIMNEY REMARKS: - cf— DATE o INSPECTOR 7sz-ieo2 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ATION [ ] FRAMING [ FINAL [ ] FIREPLACE CHIMNEY REMARKS: DATE �` � i INSPECTOR acs-iso2 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH B6. [ ] FOUNDATION 2ND [ ] IN CATION [ ] FRAMING [ flNAL [ ] FIREPLACE & CFIIMNEY REMARKS: DATE INSPECTOR ii )AT ION' ( i ST) a II p(i -II )ATION (2ND) II iI FRAME S PLUMBING �� n n u II ------------------ II LATION PER N. Y. �� N N TATE ENERGY CODE I u n N N n � 1'1----41 I n n n FINAL N N 2 ' ADDITIONAL COMMENTS: Q Com, i W H (7 tery] � -_ _----------- ------------------------------------------------------------ II II n 'p fN � II ATiON ( IST) p )ATION (2ND) -----________________� I II VIC I u ii II Ii FRAME a II 00 V` PLUMBING ii II 11 _ H LATION PER N. Y. H-- TATE ENERGY — p CODE N n a x N x x FINAL p N S . — r x _ � ADDITIONA COMI�NTS:------------------------ v � C7 ZZ/ it z n '. � n ----------- ------------------------------------------------------------ o - - w BOARD OF HEALTH Y. . . . FORM NO. I 3 SET$,-QF-%"s TOWN OF SOUTHOLD SURVEY " " .`�,_:.: :'. . . . . . . .. . . . . . . . . BUILDING DEPARTMENT CHECK TOWN HALL t;(- SEPTIC FORM SOUTHOLD, N.Y. 11971 • TEL: 765-1802 k' pOTIFY: 'rx'xft�� CALL !f // . . 1. CSP . . . .. Examined.... ...:.:........ 19.... ' Approved.................. 19.... Permit No.'. MAIL TO: . . . . . . . .���� -. . .. ... . . . . Disapproved a/c ................................. ................................... .................t. ,♦ \ ..........r......................... rt ............... r F t�.ar (Building Insoectc), - 4.cant%�. r'ir 1f1 i i5"t'S'rtu.. .. {., ;.'�•na.`:, APPLICATION epi tom' ' BUILDING PERMIT r Date. . . �. . . ., 19. t INSTRUCTIONS t4a��R J9 i l a. This 1raC10[f r tr. is o lana n. ffAAin by typewritei�jd Y�'Y`�ja ! tted to the Building Inspector nri _ �R , accurate p1oF tan ��7,, F accordi to ab.. • t plan showing 1 'T'"TL schedulg.r tr: 1� t . •,} streets or areas, and givirgiI descrofdings on Wines' ilCoadjdining premises or public this application. layout of property must be drawn on the diagram which is part of 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 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 whateve Occupaocq shall have been granted by the Building Inspector. r until a Certificate of APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuantthe Building Zone Ordinance of the Town of Southold, Suffolk Canty, New York, and other applicable Leas, Ordironces or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to amply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. l-.Tieb.6;! Wm......................... (Signature of applicant, or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ......................:................................ .................... d Nage of owner of premises ?hi fi ! ! ( on the tax roll or latest deed) If applicant is a s* turree duly authorized officer. .. (Name and title o "" corporate of BuildersLicense No. ......................... PlumbersLicense No. ......................... Electricians License No. ..................... Other Trade's License No. .................... 1. Location of land on which proposed work �,will �bedone ....................... ..1�rC'dSA.u............. I ��/:.�t1................................ House Number Street ............................. rm Hamlet County Tax Map No. 1000 Section ...12J......... Block ......... Lot Subdivision ....... Na ...... Filed Map No ........ ............. . ............... (Name) Int ............... 2. State existing use and occupancy of premises and intended use and proposed construction: a. Existing ' use and occupancy ...yEm.Y. ....................°cct'�ancy o ................................... b. Intended use and occupancy ....V.-)I M 14'1�1•....................... ...................................... 3. Nature of work (check which applicable): New Building Addition ~ Fepair ..X..'• .......... Alteration ....... Removal ............. Demolition ............ Other Work ......................... 4. Estimated Cost .. �y� (Description) !R�. OPO ..................... ................. fee (to be paid on filing this application) 5. If dwelling, number of dwelling units ..1'18...•• Number of dwelling units on each floor ..... ...... h. ' If garage, ranter of cars ......(del. ............................ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use...-01 7. Dimensions of existing structures if • any: Front.....: .. Rear Height """'•••••••••--••••••- Number of Stories ...................... Dimensions of sane structure with alterations or additions: Front .............. Depth .........:— ........ Wight —' Rear ............... '•••••••••••-••••... Number of Stories 8. Dimensions of entire new construction: Front .//� // t r�/� �j t K�IJ......... Rear cO.Q........... Depth .�.4V .. .( ) ,,eight ...." ` .•••.. Number of Stories r + ............ 9. Size of of t — t a•. Am ..�...... y Depth ..�m r t . Rear ..2J�.. — 10. Date of ^r}rasE14 Name of� ?h1•11J . Owner 1" I '.t Zone or use IlijSr{tf,-4n which premises are situated . r I2• Does In oPosedconsIruction violate any zoning law, ordinance or regulation: i5 13. Will lot be negr .................. ceded .....r14C?pp.,,........... Will excess fill be removed from premrsesl:h'M .Ct VA premises: YrS 14. Names of Owner of yy tt'14. ..... Address.( tG hd. 1�r , Name of Ardui tett el��+, h'>j*!1,,,,,,,,„ No. ............ - Address �, ,d '�R � ..'�•TQ� Name of Contractor ...... Blom No. ...... Address .......................... Hione No. ............. 15. Is Uuis property within 300 feet of a tidal wetland? * YES ..••...... *IF YES, SOIIMD 1UWN TXWMS PMMT MAY HE RFQIIM. PLOT DIAGRAM locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions from property lines. Give street and block camber or description according to deed, and show street names and indicate whether interior or corner lot. srnlr: or Nw YtW, 70UNIY UP. ....... SS .......... ..... �j CPhA L , -el .........................being duly mon'' deposes and says that he is the applicant ,Name of individual signing contract) have named, le is the ....................... .................... ....... _ (Contractor, agent, corporate officer, etc.) f said owner or owners, and is duly authorized,to perform or have performed the said work and to make and file this pplication; that all statements 1 11 cgn�an application ar i�l'tte hat the work will be performed in•E�Fte + �y��u ���_Ali oB his knowledge and belie1~;y d menh�tt' forth in the a[ll'fc�atldh 211Ed corn to before me this ...day of � .19.�.�J., Notary Public r ....... a UNDAJ.COOPER >�c►an Nt) mY Public.Stste of New lbrk r No.4822563,Sok County T�Ares December 31, OoC> f � R-�P�tO S�SePG��\N� � 0 GRUg\�\NG 2 P6 X X20 \ C1 SSDVOG , BV\� \SO uCt\ON O ID \N O2G 9� IL I I Y 31 ¢7 , H W , O � Y ' \ WI \ 0 � N 0 , `mom cl I 'C P5't\NG Zm 00V 0�X nA \ 100' FRONT YARD SETBACK LINE i i f 0 NORTH ROAD (C.R. 48) SITE PLAN DESIGN WINE PRODUCTION FACILITY SCALE 1" = 40' MATTITUCK 515199 NEW YORK e f m �' 0A MAJ� 66tp , M KEY MAP b SCALE 1" = 600' \ 44 � L45 210.00 L q61 50U�0 ANG ENtERPR�SES, N� 43.2 `N ONR� MB 44 6 /f UThiE ,off p0 N a1' 40" E / r N 61 44 A4.1 O � 99.6 0 Q 99.2 \ 44.1 I. PLAN OF LE MO Y Lp q4,4 Ur1p LE PROPER T Y 1 q9T T 6 a5 FOR RICHARD MOHRING Jr. a \W A T MA TTI TUCK � TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. o\ SU - 1000 , - 113 - 07 - P/O 19. 2 Lu 4iB Scale 1" = 20 ' Q. v J,an. 127 1989 45 Z _ UT I LE f 44.6 !Q 44. EP44.4 C 1 2 43.6 EST HOLE q6 DATA LOAM 9' \ SANO EIL a9aN0L l WELL GRAVEL IT• AREA = 3.5630acres 46 41\6\ v m� m\ e` ,.> iL 91. SCHOOL DISTRICT 1 9 MA T7ITUCK -CUTCHOGUE / FIRE DIS 1"RICT MATTl7"UCK f 14.4 OL 45� rc 94,3 Pf LEVA TIONS 8 CONTOUR LINES ARE 45. REFERENCED TO N. V.G.D. wax 416 ¢ 14'3 OWNERS 8 DEVELOPERS WOHRING ENTERPRISES, INC. \ / / s 94.3 6 SEA CLIFF,FF, N Y. 11579 � rc 44.r f 99.1 CATCH qqq BASIN 44 4 \ ASI 3 /1 3,7 93 6 6 45 rc 99.9 46-4 O ^1 1Y _. TC 44.2 4645.6 1 ; TC 43.6 C4 4566 50 • 44 ✓ scum R 6 6• rC 44.0 93.7 2 / rc 43.0 S 67" 46' 50" W j TC � 9 �- TC 992 TC 93.6 4B.6 46.3 45.7942 36- COPPER rC 94.3 / 33Z63' - coaP,-o7 99.1 eoc O eEEcn TC 99.3 - SIGN TREE TC 43.6 IRRIGATION O PIPE TC 99.3 43.6 CONCRETE cum TC TC 44.6 TC 99.9 f 43.3 TC 913 EOBE OF ASP(ALT PAVEWENT TC 43.7 rc 45.3 - EP 95.8 Q 99.5 f 99.1 A VENUE Q 44.6 ( C. R. 4 8 ) N TC 93.9 ( 95.9 S O UI • Q 95.3 TC HA I Ca TCH EP 92.9 CONCRETE CURBING ' BASIN 43' TC 94.6 91B -- CONCRETE CURB/N6 CA rCN BASW rC 431 TC u.I - r[ 43.9 f u.z TC 93.0 EP u.B CIAEMYS EB6E OF A6P/4LT PAVEMENT TC 43,e cONCRElE CURB TC 95.0 TC 91.8 rc 99.J rc490 48608t (5161 P. O. BOX 808 - .. � TM�= NY. INTI a 86 - 1108 _. _. .._ A.., _ .,,.. -. „^,: , ..", ,. , -. ,,.-, . ,. , _ . _ ..-, _, , ,. .... . ,. "... . h '; ,r,,, roa_ '4�"' f, r' - np_. r ,_,,w, r�•i- �;wl,mi rqq A2+rC+}��"�f' �,1R;," x: ,�U-r"` 1 ^" ± �j>Wr�'1ppnl�.rS;nf•?:YM�afi*ti �&jr'iym�pl°Yn,r�,, " '�' . 1 'I 5vi D4� , 8" CONC. SLAB W/ FIBER B" CONC. SLAB W/ FIBER 8" CONC. SLAB W/ FIBER CON.CR� I E NOT , prr Hyly1 MESH REINFORCEMENT I/2" EXPANSION SEAL MESH 'REINFORCEMENT 1/2" EXPANSION SEAL (TYP.) MESH REINFORCEMENT I/2" EXPANSION SEAL h DESIGN. MATERIALS 1 . METHODS OP ,C,ON97 UC"L'ION 'SHALL COMPLY WITH T;HE BUILDING ' CODE 'REppUR M, NTS FOR REINFORCED , CONCRETE' ACI 318 OP -THE AMERICAN "CONCRETE 2" in N INSTITUTE `- LATEST EDITION. ULTIMATE DESIGN STRENGTH" 1pA 1rA - FOR ALL REINFORCED CONCRETE SHALL BE 3000 P,51, AT 28 TOP OF SLAB EL. +45.0 - TOP OF SLAB EL. +45.0 - TOP OF SLAB EL +q5 0 DAYS. X11 I ,c I FINISHED GRADE FINISHED GRADE " FINISHED GRADE "0 2. CONCRETE TO BE ,POURED IN AMBIENT TEMPERATURES 'OF 40 + II �"""� t _ DEG. F_ IF POURED IN COLDER' WEATHER THE 'CONCRETE MUST BE PROTECTED FROM 'FREEZING.,FOR A PERIOD OF 14 DAYS. I• - - - - i r A. KEEP FORMS IN PLACE—COVER TOP', AN SIDES OP ,PORMo n r 4 2 tt5 REBAR WITH TAKPS FOR PROTECTION FROM'WIN FOR,-A Milli tUH 2- tt5 REBAR 2- tt5 REBAR 2" CONTINUOUS OF 3 DAYS AFTER POUR, - -r 2" � CONTINUOUS i. CONTINUOUS IL _ B. AFTER FORM5 ARE REMOVED, PROVIDE' INSULATED TARP5 �# u4 REBAR STIRRUPS TO HOLD HEAT AND PROTECT FROM WIND F'OR' A,PERIOD OF 14 • 12" O.C. DOUBLE -I e:. 'DAYS 'AFTER ' 'POUR. B AT TOP (TYR.) I. _ O z - - ,i I U NrORCING 2"x4" KEYWAY O " I• 2"xq" o 2"xi" KEYWAY E S. FdLLCOWING $TARDARD t AS MATERIALS ASTMIC 50 TOPE RM TO THE A. PORTLAND CEMENT tt4 REBAR II, KEY B. CONCRETE AGGREGATES AS ',PER ASTM C33, 3/4^ 2- 45 REBAR MAX.' SIZE. � 2- u5 REBAR 4„ 1, CONTINUOUS C. WATER SHALL BE CLEAN '1 FREE FROM INJURIOUS .AMOUNT CONTINUOUS t OF OILS, ACIDS, ALKALIS, SALT, ORGANIC MATERIALS t i DELETERIOUS SUBSTANCES. D., REINFORCING BARS SHALL BE' INTERMEppBATE GRADE NEW 1111 , BILLET STEEL, DEFORMED AS PER AS7Nf 'A415, GRADE 40. �"" t` ALL SPLICES SHALL BE A 'MNIMUM OF 40 ' DIA, IN a+;l r 11 LENGTH.' HOOKS AND 'TIES', SHALU CONDO M' TO b.R.S.I. 1 zE 1t,. u5 REBAR_/ 2- tt5 REBAR IC' STANDARDS. IG" CONTINUOUS E. COLD' DRAWN WIRE OR WELDED VIRE 'FABRIC A5 PER ASTM SET FOOTING ON UNDISTURBED LET SET FOOTING ON UNDISTURBEQ 71,82-84 ' AND "A186-84.GRANULAR MATERIAL FOOTING ON UNDISTURBED GRANULAR MATERIAL F, WATERPROOFING AS PER,, ACI 515,IR� 19 � GRANULAR MATERIAL -4. ALL CON CRETE SHALL BE AIR (I'� 5. IAJNL I5FOOTIN S AN NST O 4TU`RHA ENTRAINED NGAEA SHALL MM BE POUR BEARIRNG ON SECTION A — A SECTION B —B SECTION C — C a SCALE: 3/4" = I'-O" SCALE: 3/4" I'-O" SCALE. 3/q' - I'-O' D T -^� CAPACITY OF TWO TONS PER,ISO. FT. L. - THE CONCRETE CONTRACTOR -SHALL OOOPERATE',IN SETTING ALL ANCHOR BOLTS, INSERTS; SLEEVES. ETC: A5 REQUIRED ; E1, Y RAILING AS REQUIRED n OTHER, TRADES. PROVIDED BY OTHEflS�, I I " alll I T. LEGS' OF REBAR ACCESSORIES SHALL PLASTIC TIPPED; ALL x hell SNAP TIES AND WALL PENETRATIONS SHALL BE CUT BACK ' AND 1 4 B GROUTED 30 AS TO PRECLUDE ANY CORROSION. - '' Wr I'-2" 8. ADMIXTURES CONTAINING CHLORIDES .SHALL BE 'PROHIBITED. °7 B" CONC, SLAB W/ FIBER - 11^ MESH REINFORCEMENT I/2" EXPANSION SEAL 9. ALL REINFORCEMENT SHALL BES TIED IN PLACE BEFORE, ' hI CONCRETE IS POURED. ALL REINFORCEMENT' AND FABRICON E FINISHED GRADE WALL BEYOND CONCRETE POURED ON GROUND SHALL, BE SURPORTEp -ON PRECAST lJ J r a j BRICKS OR APPROVED CHAIRS, I' fiM • - _ TOP OF SLAB EL. +45.0 10. ALL REINFORCING BARS SHALL BE CONTINUOUS EXCEPT AS _ _ - " NOTED, LAPPED. PER AGI 318 CLTl55' 4C , WITH 10 6" CONCRETE SLAB W� , " , ' DIAMETERS MINIMUM, BENT AROUND CORNERS AND HOOKED AT 5 REBAR 6 x 6 lCRETE W.W.M. NON- � CONTINUOUS ENDS. FOR FRAMED $LABS L�AP ,.T,OP BARS ' 3000 PSI TOP OF SLAB N AT MID 'SPAN' BETWEEN .SUPPORTS AND BOTTOM BARS AT ! s.71 CONCRETE ELEV. +45.0 I/2" EXPANSION SUPPORTS, REVERSE FOR FOUNDATION MATS, STAGGER SPLICES `I tT 1 _-- _-._-- SEAL AND OFFSET SPLICES OF BARS AT' OPPOSITE FACES. iF� 04 REBAR �° 12" O.C. �' N #5 REBAR 0 12" O.0 x \ EMBED 12" INTO SLAB 2:: 6„ 2- tt5 REBAR II. ATHICKNES ES TO DBE T SIED. INCREASE AS RE¢UIREDIM FOR a°� p y�� l 1 vnl HYDRAULIC DOCK CONTINUOUS F' m LEVELER #5 REBAR DRAINAGE PITCH, � _ , � - � - _ � z c WATERPROOF ALL CONCRETE in . io �+ z 12. EXCEPT AS NOTED, ALL POUR STOPS SHALL BE TREATED AS SURFACES BELOW GRADE ! ' CONSTRUCTION JOINTS AND 'SHALL HAVE KEYS' AND CONTINUOUS iv v 5 2 - /F5 REBAR REBAR. 'WALL SECTIONS HALL BE PLA MD ALTERNATIVELY 0R WITH A' MINIMUM,OF 24 HOURS BETWEEN A�JACENT'POURS, ' rY �""dg Ao 2"x4" KEYWAY - s gFA r 1 _ P-51/2 8" (J5 REBAR ® 12" O.C. 13. FOR CONCRETE WALLS, VERTICAL CONSTROUCTjON JOINTS SHALL GRADE 3 EMBED 12" INTO SLAB BE LOCATED AT MAXIMUM'SPACING''OF .4 ft., AT.; LEAST 4 LwEN a 44 CLR. '� 2— 45 ��BITlTTFRE�S. OR ANYSUPPORTING, WA�LR QPENING. INT£R6ECTING WALL .OR a "t $ , - //5 REBAR 11. HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED 8' ro EXCEPT WHERE NOTED ON PLANS OR SHOWN AND ACCEPTED ON' �l',' 6 #4 REBAR m 12" C.C. SHOP DRAWINGS. T' I rt SET FOOTING ON UNDISTURBED m ro GRANULAR MATERIAL rx� • _ SECTION E — E SECTION E — E ' SCALE 3/1" = I'-O" - ' - SCALE: I/2' - I'-O" n V v I y II4,.+`I fy SECTION ^ D — D 1 RETAINNGo WALL j F ; A 8" CONC. SLAB W/ FIBER 8" CONC. SLAB W/ FIBER MESH REINFORCEMENT V2" EXPANSION SEAL MESH REINFORCEMENT I/2" EXPANSION SEAL 1 r, TOP OF SLAB EL +q5,0 - TOP OF SLAB EL. +45.0 Hr O0 ` 'J - INISHED GRADE FI SHED GRADE -- . - - I u 1. 2- u5 REBAR 2- tt5 REBAR SAWED JOINT TO BE FILLED CONTINUOUS 2" 10" CONTINUOUS 1/9 I{ WITH JOINT FILLER (TYR ) 12" II 12"' vl', fel l O i O DRAWN t QMEE'KE4 L v 2"x4" KEYWAY o � 2"xi" KEYWAY ° SH' ; 2- u5 REBAR 2- 45 REBAR DA'1E 3f4BMOD 't " CONTINUOUSC ONTNUOUS ^1� SCALE AB N0 Cep JOiel NO 2a„ 2Or, CONTROL JOINT .SHEET SET FOOTING ON UNDISTURBED SET FOOTING ON UNDISTURBED NO SCALE GRANULAR MATERIAL GRANULAR MATERIAL .ar= SECTION G — C SECTION H SCALE: 3/4" = I'-O" SCALE: 3/4" OF' 2 1 SIH , r GENERAL NOTES BUYER/END USE CUSTOMER RE5PON5I5I1LITE5 1.1 Fabrication shall be In accordance with U.S.A.'s standard practices In compliance with the applicable sections, relating to deslgn requirementsY y."T t'7 t7 2.1 It is the responsibility of the BUYER/END USE CUSTOMER to obtain appropriate and allowable stresses of the latest edition or the "AWS Structural approvals and secure necessary permits From City, County, State, or Welding Code DI.1". U.S.A.'s manufacturing procedures have been , Federal Agencies as required, and to advise/release USA. to Fabricate certified by: upon receiving such. Reference Certification numbers O 2.2 United Structures of America's (hereafter referred to as U.S.A.) S.B.G.C.I. "9011 standard specifications apply unless stipulated otherwise in the Contract LC B.O. FA-321 Documents. U.S.A.'s design, fabrication, quality criteria, standards, practice, methods and tolerances shall govern the work with any other U.S.A. Interpretations to the contrary notwithstanding. it Is understood by both Houston "135 —.� 1 Inclusions or arties hthe clfrom the architectural plans andluusions fEND USE CUSTOMER iresponsible r specifications, of Indiana (For Beam and Column) M-195623 J 231n case of discrepancies between U.SA.'e structural steel plane and plans Indiana (For Rigid Frame) M-195622 For other trades, U.S.A.'s plans shall govern. (Section. 3 AISo Code of Indiana (For Straight Column) M-195621 Standard Practices, 9th Edition) 4.1 S.C. Certification For Metal Buildings Member MBMA pp 9 2.4 Approval of U.S.A. drawings and calculations Indicates that U.S.A. has M correctly interpreted and applied the Contract Documents. This approval 1.2 MATERIALS A5TM DESIGNATION MINIMUM YIELD l U. N. ) constitutes the contractor/owners acceptance of the U.SA.'s design Hot Rolled MIII Shapes (=22 lbs/ft) A36 FY a 42 K51 � � concepts, assumptions, and loading. (Section 4 AISC Code and MBMA 3.33) Hot Rolled Steel Shapes aid IConr) A51 FY = 36 K51 Structural Steel Plate (Webs/Connections) A512 or A510 FY = 50 K51 ® 2.5 Once the BUYER/END USE CUSTOMER hes signed U.SA.b age Approval Packand the Structural Steel Plate (Flanges) A529 FY = 55 KSI project Is released for fabrication, changes shall be billed to the BUYER/ Cold Formed Light Gage Shapes A510 FY = 55 KSI END USE CUSTOMER Including material, engineering and other costs. An additional Cable Bracing A415-18 Extra High Strength Fee may be charged if the project must be moved from the Fabrication and Rod Bracing A36 FY = 36 K51 shipping schedule. Roof and Wall Sheeting 4 A192 FY = 50 , 51 K51 Machine Bolts A30130-1 FY = 36 KSI 2.6 The BUYER/END USE CUSTOMER is responsible For overall project coordination. All High Strength Bolts (1/2"4 to VO) A325-N FU = 120 K51 Interface, compatibility, and design considerations concerning any materials not Furnished by U.S.A. and U.SA.'s steel system are to be considered and High Strength Bolts (I to I1121)�i) 4325-N FU 1 05 K51 coordinated by the BUYER/END USE CUSTOMER Specific design criteria concerning Anchor Bolts (If supplieed(d) A36 FY = 36 KSI this Interface between materials must be furnished before release for Pipe A53, GRADE B FY = 36 K51 Fabrlcatlon or U.5.A.'6 assumptions will govern (Section 4 and Commentary, 1.3 PRIMER UNITED �I�p �y AISC Code of Standard Practice, 9th Edition) Shop primer paint Is a rust Inhibitive primer which meets the end T �T IIJ /\\ ILJ /\\ 2.1 It Is the responsibility of the BUYER/END USE CUSTOMER to Insure that U.S.A's performance color of Federal 15 not intend for l 36 and Is U.osur Red I`ll JI 1 IIII I i. L/�\� IIII I ), L/�\� plane comply with the applicable requirements of any governing building Oxide color This paint Is not Intended For long term exposure to the elements. U.S.A. Is not responsible for any deterioration authorities. The supplying of sealed engineering data and drawings For DRAWING PACKAGE the metal building system does not Imply or constitute an agreement of the shop primer paint as a result of improper handling and/or that U.S.A. or Its design engineers are acting as the engineer of record storage. U.S.A. shall not be responsible for any field applied paint and/or coatings. (Section 6.5 AISC'Code of Standard Practice, or design professional For a construction protect. These drawings are sealed only to certify the design of the structural components Furnished 9th Edition) n ii „ l by U.S.A. 1.4 GALVANIZED OR SPECIAL COATINGS; JOB # 25330- 100 � , E t F 2.8The BUYER/END USE CUSTOMER is responsible For setting of anchor bolts and d See Contract Documents BUYER EQUALL erection of steel In accordance with U.S.A.'s "For Construction" drawings 1.5 ALL BOLTS ARE 1/2"0 x O'-I" A301 EXCEPT: only. Temporary supports such as guys, braces, Falsework, cribbing or a) Eave strut connection - 1/2"0 x 0'-1 1/4" A30-17 VSTc other elements required for the erection operation shall be determined I Endwall rafter splice - 5/8"0 x 0'-I 3/4" A325-N END E CUSTOMER PREMUM �2ROUP WINE and furnished and installed by the erector. No Items should be purchased from c) Endwall column to rafter connection - 1/2"0 x 0'-1 1/4" A325-N 7 i a preliminary set of drawings, Including anchor bolts. Use only Final d) Main frame corrections - SEE GROSS SECTION BUYER YEi ORDER ll : N�A "FOR CONSTRUCTION DRAWINGS" for this use. (Section 1 AISC Code of �j Standard Practice, 9th Edition.) NOTE: Washers are not supplied unless noted otherwise on drawing JOBSITE MATTITUCK, NY COUNTY : SUFFOLK 2.9United Structures of America Is responsible for the design of the anchor bolt to Ib A325 BOLT TIGHTENING REQUIREMENTS permit the transfer of Forces between the base plate and the anchor bolt In All high strength bolts are A325-N unless specifically noted otherwise. �r ,shear, bearing and tension, but Is not responsible For the transfer of anchor bolt Structural bolts shell be tightened bt� the turn-of-the-nut method In BASIL, BUILDING BLDCs. SIZE VARIES Forces to the concrete or the adequacy of the anchor bolt In relation to the j concrete. accordanceiith the 9th Edition AISC Spedfieaelon For Structural Joints Using ASTM Unless otherwise provided in the Order Documents, United Structures of A325 or A490 Bolts". A325-N bolts are supplied without washers TI-11,S STRUCTURE Ill BEEN DESIGNED IN ACCORDANCE Li THE FOLLOWING AS INDICATED: ' America does not design and le not responsible for the design, material unless otherwise noted on the drawings. OM'FA and construction of the foundation or Foundation embedments. The All bolted connections unless noted are designed as bearing type connections LOADS END USE CUSTOMER should assure himself that adequate provisions are made In the foundation design For loads imposed by column reactions of the building, g gyp Edition COD with bolt threads not excluded from the shear plane other Imposed loads, and bearing capacity of the soli and other conditions of the ❑ USA Standard (1"IBMA) ❑ LL 20 PSF Tributary Area Reduction builcilngsite. ■ LL 30 PSF No Reduction PLUMBING It Is recommended that the anchorage and Foundation of the building be Ll CLOSURE STRIPS ARE FURNISHED FOR APPLICATION: ❑ 55C ALL PLUMBING WASTE designed by a Registered Professional Engineer experienced In the design INSIDE- Under roof panels at eave ❑ UBC EXPOSUREi ❑ B ❑ C ❑ D ❑ CZrOUnd Snow Load PSF Ce •WATER LINES NEED of such structures. (Section AI0 MBMA 1986 Low Rise Building Systems Manual) OUTSIDE - Between endwall panels and rake trim TESTING BEFORE COVERING - Under continuous ridge vent skirts ❑ BOGA EXPOSURE ❑ B ❑ C (For Loads Greater than 20 PSF) 2.10 Normal erection operations Include the corrections of minor misfits by 80 MPH Importance Fa CtOr 1.0 moderate amounts of reaming, chipping, welding or cutting, and the 1.8 ERECTION NOTE: 11 ASCE EXPOSURE El B El C ■ U.� IYI� p IN tubing is used drawing OF elements into line through the use of drift pins. Errors All bracing, strapping, bridging shown and provided by USA for this building Is for Water distributing which cannot be corrected by the Foregoing means or which require required and shall be Installed b the erector as a permanent art of the structure. LAl'EST ■ I�E4( Yoi2K .SATE EnG�05�C.� X Fart. EYICOSOGI Open eln; piping shall be IF additional bracing is requiredfor stability during erection, it shall be the Syst pp g major changes In member conFSE OUST are , be reported ver is res 9y 9 ❑ Collateral PSF Of types K or L only to U.S.A. by the BUYER/END USE CUSTOMER, to enable whoever Is responsible erector's responsibility to determine the. amount of such bracing and to UNDERWRITERS CERTIFICATE either to correct the error or to approve the most efficient and economic procure and install as needed 11Sel5rIic Data: Av= Aa= SNEG- SPC° REQUIRED method of correction to be used by others. (Section 1 AISC Code of Standard Practice, 9th Edition) 1.9 ERECTION AND UNLOADING NOT BY USA 11Crane Capa Glty: Type 2.11 Neither the Fabricator nor the BUYER/END USE CUSTOMER will cut, drill or otherwise ❑ I"IeZZanine: DL PSF LL FSP alter his work or the work of other trades, to accommodate other trades, 1.10 SHORTAGES ���� unless such work Is clearly specified In the contract documents. Whenever Any claims or shortages by buyer must be made to U.S.A. within Five (5) such work is specified, the BUYER/END USE CUSTOMER is responsible For Furnishing working days after delivery, or such claims will be considered to have # Code of Latest I55ue to be Used Unless OtherWi5e Noted. complete Information as to materials, size, location and number of been waived by the customer and disallowed. For builo ingS With Cranes: See CFO5S SECtioI and/Or Ga ICUlatione Por loading alterations prior to preparation of shop drawings. (Section "I AISC Code AB of Standard Practice, 9th Edition) 1.11 CORRECTIONS OF ERRORS AND REPAIRS (MBMA 610) COVERING 4 TRIM A5 INDICATED 26 D Claims For correction of alleged misfits will be disallowed unless USA. DM LR _ 2.12 WARNING In no case should Aluminized Zinc steel panels be used shall have received prior notice thereof and allowed reasonable Inspection 11 265A USA IPBR ❑ WMte ❑ Aluminum Zinc ❑ Northern Roof Fasteners: LI -14 x N" 5TS Member 4 Stitch T� $D w —� in conjunction with lead or copper. Both lead and copper have harmful OF such misfits The correction of minor misfits by the use of drift ❑ 26GA USA IR ❑ wide Mastic ❑ JI-W ❑ Long-Lire Fasteners ❑ -12 x 1%" SDS Member Only W/ 5T5 Stitch corrosive effects on the Aluminized Zinc alloy coating when they are pins to draw the components Into line, moderate amounts of reaming, ROOF Special Regwirements ❑ -12 x I'/." 5D5 Member with Laptek Stitch �.� f M in contact with Aluminized Zinc steel panels. Even run-off From copper chipping and cutting, and the replacement of minor shortages of material � flashing, wiring, or tubing onto Aluminized Zinc should be avoided. ■ 24GA USA"'Guardian I" 55R i EAEQM.tl 62EE,1 ■ Lon Life Fasteners CII ■ Low ❑ High Thermal Blocks are a normal part of erection and are not subject to claim. No part of g- p` 9 T ■ 26GA USA ❑ A 55R ❑ UL90 ■ Fixed ❑ Floatln use ❑ es ou,=.. 2.13 SAFETY COMMITMENT UNITED STRUCTURES of AMERICA has a commitment the Building may be returned For alleged misfits without the prior ❑ Silicone Pol ester ■ K nor 9 ❑� 06 9 to manufacture quallty building components that can be safely erected, approval of U.S.A. 24GA U Guardian II" However, the safety commitment and Job site practices of the erector ' ■ "R" Color A. ZING Fasteners. O h4 x 31" 575 Member 1 Stitch & WALL ❑ Long-Lire Fasteners ❑ 'r2 x 1�" 5DS Member Only W/ 5TS Stitch OL "M are beyond the control of U.S.A. 1.12ERECTOR NOTE N�Ir1A1wM� It is stronglyrecommended that safe working conditions and accident Erect steel with piece marks corres ondin to location of piece marks on Special Regwirements ❑ 5111cone Poiyester ❑ Kynar ■ '12 x I/." SDS Member with Laptek Stitch � 9 p p g p fIM A Lx prevention practices be the top priority of any Job site. Local, d to erection drawings Erect and plumb bays progeesively to Insure overall width .� �� ' � and Federal safety and health standards should always be Followed to help and length is maintained. ❑ Standard JD/Gutters 4 Downspout ■ Sculptured Eave Trim ❑ Base Trim ❑ MFOI ❑ • 201 Insure worker safety. Make certain all employees know the safest and , p /, /A Eave Rake L STDnIE Cornar Jamb 4 Head NA S most productive way of erecting a building. Emergency procedures TRIM Gutter /,I /A, Downs out LS7oUE A_2idc L, STONE Base him should be known to all employees. Y�RoVtDE Ft-60 R Pt-Art, t-RIBtL Dail meetings highlighting sfet procedures are also recommended. The Special Regwiremente L. STONE = LlGlR STOn1E ■ Silicone Polyester ❑ Kynar -rE y g y sPRcci � ° OCCtaPRN c`� eF use of hard hats, rubber sole shoes for roof work proper equipment For FASCIA ❑ 26GA USA ❑ "A" ❑ "R" ❑ Color Trim Color I. FIRE k'h'fED SEW p$FtTtosS15, handling material, and safety net where app l Ica�L,Z�rap�arb„Decommended. PANEL ❑ 246A USA Special Requirements ❑ Silicone Pol eater ❑ Kynar n ! �,.�;` i pp WtnlDow I- soca ScikcDut c.cs pp ,�q µ�,',�t F-OFN {� 50FFI7 ■ 26GA USA ❑ "q" ■ "R" ❑ Color WHITE Trim Color , MICE FANCY � R �F y,�j.4,.,, PANEL ❑ 24GA USA Special Requirements i Silicone Polyester ❑ Kynar NOTE REQv-tR�=D Ex t'`,S V V V„ f yw 16 8-28-95 BACK ❑ 26GgU5A ❑ "A" ❑ "R" ❑ Color Trim Color 1�4tEa-s P(2-oUIDCDr t��51 Rco S USE IS UNLAWFUL }f ` + APPROVAL 21210 13 5-31-94 PANEL ❑ 2464 USA Special Re ulrements ❑ Silicone Polyester ❑ K nar S t}p�t aE F}GCE SSYt�tcy ) ;` s T oD p q y WITHOUT CERTIFICQJE RD p56ia, eRtA 12 8/25/93 ■ 26GA USA ❑ 'A" ■ "R" ❑ Calor WHITE Trim color WHITE �•. FESSID LINER ,, 3-19 II 7/10/93 7 246AUSASpecial Requirements ■ Silicone Pol eater ❑ K nar """""��� RuilsEb Fo&Rvvir Oo 0 3/29/93 PARTITION ■ 2 GAUSA ❑ "A" ■ "R" C1 Color Ti Trim Color O� OCCUPANCY I D E, LI 24GA USA Special Requirements _ ■ Silicone Polyester ❑ Kynar Job Number : 2 5 3 30-100 SHEET LI of 9 3/15/93 I O O O 3O O O 5.3 O O O O O 10 -3¢ 6'-0 0/0 STEEL 26'-0 O/O STEEL (LEAN-TO)(XLG'• 2 144'-0 O/O STEEL (MAIN BLDGJ(P(,])6 'A� 2 :34 1 01_0 24'-0 24'-0 24'-0 24'-0 24'-0 24'-0 01_0 (LEAN-TO) 13 _0 13'-0 1 L L'aC, 'E'\ 2'-0 i 2'-0 WRLIN LAPS I'-I 3'-5 2'-3 2'_32'-10 2'-10 2'-3 2'-3 3'-S v-1W W $ O (� 9= 5=0 9-(o cU1, 5.0 5=0 $=0 YFAIT PAfti17/8�5-REL (77P. AT INT P_A'!S) �— td 2e R nal CS LW4L`,AYS� Rtl C4 CR4eN. /Jw� r crn� G4 CR4RtL G4 C �5 2000YR' 2� a E I � ' SA2/UFXI� N 5 4 OLL O r r r r r r O EPB4�'ToPl�l zorlYeit 20��,,x�L 2CI ��" 2oCLKIJ-t' R.L CrYPI 14RI a 4G1 \ T r r r 2CI' 7�Lx - r / �I hU P Ecc2 10 CLY LL G RSR ZI EPB`ta�erwl \Ce Z3 bt.0>' ZII mel ZI3 , \'�' Z-] / RZ_ Z2 w Ck4� v) _ Nm N u _ _ — _ (-IL4- 20CZIt P15A(p ZI Z13 \ ? I / zz 0 T PBArp / Z3 \CTM ZII ZI3 / Z71 \ Zz J Wm ZI - / \ 4 0 ° Cr to `o C- a as Q Q MA(p / \ / \ p A 0. a W ZI Z3 Ecf ZII ZI3 Z7 Z2 0 \ O scl tlk i �cz a rem2 "/J I 0 al / �\ zI JJP� Z3 / ZII 4 Z13 z7 z2- :} \ W Q H PeA / 3 P(+Aro z 'ICTY zl3 EPU.o MI) Pu-.,. Y - - - - m w � r✓b \ _ / gal O 9E5 ZW zro 862 y�, — _ oo Z1 set Ls 2 \ zz D i \ <4)�s I4A 2Ss zz a o _, � _ _ �\ W N� 1 I Ix � Y x w n7 W zq vo z(e Fiocl zs ZI - 1- m 0 0 - z2 _v \ . loci z14 tyMA '� zlz 9e EPLNICTTP) \ I ppq�, W N2 o Pe A•!p� 2 z!1 EPfblo Z - - - - T O 0 ftl w Pfb A' \ z� zla CTVP N) zll Y Ajz3 \� z �nI2/ 1H11 'cQ3A 16 0 IR2 / \ O I � z2 IPBC.Ia � ECFI U SA2/UFXI n' g 3310 6'-0 Z7 30'_D Zl3 6, 0 Zll p'.0 6'-0 Z3 33,_0 ZI �' O I 161-0 a g Z2 \ Z j 713 zil m y Z3 — Z m 0 d H � I a — of \ / N 'n N PBA(a 0i ty ") N N 44 4 I X LL a0. ZL Q, — — _ — Z2 ZI3 Zllrj \ ZI 9 g T L CL34 CT'1�) ZII / Z3 \ ZI E-CRS eR4 L Z2 EPB9CTeP1 / \ � Z13 �• PMI I 2rX2 N 1 psL -� 4G2 EP �T / octYRrL E4 ZocLxR+Z 2C1 E 2C2 2ac�� E ZGI �OctYR�L] E`F \ l 2U Ct�1'1 I E J Ecc2 F _— e O O al SA2/11FX1� O 'A_Pely �' GR4att C¢ CR4 RN- GQ- R+L CS cv J W _ GS L G4 CRO CA' CORK 20CLt PMA2- 2a[LY- 2' 0 N 21ES zorIg LR ce4R 4-p' O 9A 40: v MP7 71 E51 ROOF FRAMING PLAN I 2sL o 13'-0 13'-0 (REF. SEE SHT. E 8 for knock-In-br[do lne) c REf SO:- -NT r l Fou couer-IGTAOSS) O O O 7 GENERAL NOTEI All Bolts Are 1/2"0 x 0'-1 (A307) EXCEPT: L Eave Strut Connection - IR"0 x 0'-1 1/4 (A301 2. Endwall Rafter Splice - 5/8"0 x 0'-1 3/4 (A325) 3. Endwall Column To Rafter Connection - IR"0 x 0'-1 1/4 (A325) 4 Main Frame Connections - SEE CROSS-SECTION Closure Stripa Are Furnished For Application INSIDE - Under Roof Panel At Eave (METALI AT Hrtol'IE-td OUTSIDE - STA tyT 21ME C,4p i F1 fLL�C�TT� • ACCESSORIES tm{ *`PANELS•• •*TRIMr+ 55UE REV. DESCRIPTION DATE DESCRIPTION: ERECTION PLAN ,•:g� v,NE{y� ROOF-24GA/85R/ EAVE-26GA/ L- Oboe MK. QTY. DESCRIPTION MK. QTY DESCRIPTION MK. QTY. DESCRIPTION ui '- A APPROVAL GUSTOMER: EQUALL WALL-76GA/R/AZING GORNER-26 A 10-0 X 10-0 FRAMED OPNG. (FOR OHD) N DoT 60kxiEAL T lL full NCtcµT 2b GA/R/ t�TC� r, ITtvtl �y .�,., z_lo ^: = z s 3 �c7o rt. w 2 C W N! ws. PA41L NhulE.. T' MATT TUCK, NY , •" SOFFIT-26GA/R/P.WHITE JAMBMEAD-26GA/L.Z7'U1E B 3 2' - K2- P PI r.LVISLD Fort. t�RntiTT a'z� �� LOCATION: RAKE-26GA/L SlbAE. C ONE 12-0 X 4-0 FRAMED OPNG. (FOR WINDOW) I< OAIE .,o LY WALkC 1 tiJW,, AN HCN(G ._—.— "• N' BUYERNo.: PREMIUM WINE CsROU '•. qo..'. "Np.•,," D 3 6-0 X 6-0 FRAMED OPNG. (FOR SUB-FRAME) UNITED !STRUCTURES OF AMERICA, INC.-- DRAWING BY DATE [CHECK BY "' ATE .E ONE 12-0 X 9- 2/0OF LOT 408LINEALFT. X8-0 (26GA/R/PILWITE) LINER _ Tmnose JOB • [aE F ORDS RAWING • ISSUE 25330-100 5 co EI of 1- G ��q x ? FwA�+i:unl'r/u C R,M rr fr..l e aims WWS h 3 ¢ 5 6 l 13V-1 2' I�UPLwI EvTFaISrw� -I I'-I 2fxTEAIiEaAI I'-I I'-I I'-I I'-I I 3 Z2{ (1)!41K 24- X20 222 Z-21 2.24. Z30 0 \ . i2 ZZ3 ZS ¢7 Z28 �9 CL49+ C[[a�,- z; Z3S ZI 9 � - e / 4—�F—a°cnriE a © I E,uczPul.xB=o / \ 5A2 PMZ PM2'_ FM4 Phis I __ - PML PMz Q18WALL ML STCEt 1>NE 51F F.L�/^�F _ Aa 10'-0 i0'-0 12 -0 SHELTII 13'-0 13' 024'-0 24'-0 24'-0 24'-0 24'-0 24'-0 26'-0 0/0 STEEL (LEAN-TO) 205'-104 ' 5'- I 2G c, 2- IDE WALL SHEETS 8 • FULL HEIGHT LBi2 G'F' 144'-0 0/0 STEEL (MAIN BLDG.) L&Ds'D' o9E 4Pd[5 ELEV4TION LINE ''A " p zPpLgl Po¢Lrd 2- _I 2._ _I p_1 2 _3 1'-1 �3 PoRlud 2 EKTE,1Slon( FyTE.r.�„I n L C Z22 Z,Z4 Z.z 2r.' Z33 (4)+ 3as'; R \Fc Z35 Z� 6'L4�46�z IIzN32S5 Z31 Zzi zw„ z2c, zZ Z 8 /F \ 4r-AI x 2,"-o / \ \ PM2 PM2 FMZ I E�>- MZ / PM2 PM2 5A2 II 216 x1 A11P�L S1AQT SH[CT,eEG P41-0 24'-0 24'-0 24'-0 24'-0 26'-0 0/0 STEEL (LEAN-TO) __: SIDE WALL SHEETS FULL HEIGHT 144'-0 O/O 5TEIEL (MAIN BLDG ) ELEV14TION a LINE "F ” CT'lP uN N-b106'b' -4MoTF_ . LAP En/A. WALL F�An1ELS tOL 3 6F P.,tL�r•,' F' v-(�TH '"•eLf :9A�Pn�lEL; of ILEbc,.NOTE' FIELD CUT PANELS m LAP - __-__-- Gl01 �?-3i AS REQUIREDmolGRo4—I IK91159 &066 O _ M"� ry n = J = = ry 4 FIELD 2= (034 LoLA-1'>_C3� Rce;'Ll LLCTAIL fo/LV'E-Cr FeAhab oPnIGS `- i 1 i SHEETING '@ LINE "F " SHEETING /,�D LINE "A " LEFT ENDWALL RIG -IT ENDUJALL ISSUE REV. DESCRIPTION DATE �Q� DESCRIPTION: ERECTION PLAN °" •• A APPROVAL Z I4 CUSTOMER: EQUALL �1/LQ'i b Ni F FERNY oo VIII LOCATION: MATTITUCK, NY n = y �_ pi Rumb £nn T BUYER NO.: PREMIUM WINE GROUP UNITED STRUCTURES OF AMERICA, INC. RAWING BY DATEHECK BY ryn„muu••nP ATE nn eux� 2X00 waerwtrelene nave Mpg . PADS DRAWING • 15,9UE 25330-100b4H SrECOVER I EZQF LLI G D n B �If F Z4/t F J m v Nc F' � z4to z44 Z4G _ Z4 Z4 Z40 Z-4 2CL SA2? CLI2T OC y C112� W G CrTP) Z39- Z31 Z43 244 Z3'! 7-Y7 B 7" — O SA - m CKb CI,P� Z44 2 4T co C" zq3 2:+8 Z37 — O UUER f�IL m 23 0 w © L/kWLPAIL .1 w, Y 8'-0 r I PM q PMPAP) CTTP) Ptil?- 7 Llu•R v[s S LIVE ZL/N&L PAILS SLID 121-0 3'!0 IT,-4 zr- zr- z z0'-0 L9-8 z0'-0 5 -' O/O STEEL (MAIN BLDG.) G'�' 80/0 STEEL (MAIN BLDG.) LLY Io,1 2oI "'Fe2 P� mEL —� ELEVATION 'd LINE ELEVATION e LINE 113 " LEFT ENDWALL RICxI-IT ENDUJALL � G3o1 Q G I o Ole NOTE! FIELD GUT PANELS I tS LAP GO)C°�$ + LAP �Jc AS REQUIRED l F X20-!° l i,•.S c>ss ' , �2Q6 A '4 � �Lnc� L �' ri •"1D ego\ cj1&",0" N M 8- oD Q 'f M 3 1A / M C" I _. (.1 M VI r� N -' O•• 0(1 h I`� N ti N d- Y5 _ V 'S ) a J a 0 ' y y Y I 13 N O C'1 - N O O O N p 1,_ o = ° N — — — 4' 5I4EETINCz LINE ''3 " SNEETINC� LINE RIGHT ENDWALL LEFT ENDWALL ISSUE REV. DESCRIPTION DATE �Q DESCRIPTION: ERECTION PLAN "" ' " ""•,,,, _ A APPROVAL CUSTOMER: EQUALL 0o III LOCATION: MATTITUGK, NY p R#�IIStD faLPEan�'T 3-zy �6��0 � BUYER NO.: _EREMIUM WINE CROUP ""-`� ' •. A s9 UNITED STRUCTURES OF AMERICA, INC. RAWING BY DATE CHECK• BY"�o, ESS\ „a` ATE nig nuecNa+� /AbL 2/00 uoue,oa,,EXn nurse SOB • OAD6 DRAWING • 155UE 25330-100D,E F SEE COVER EaCP I Lu I wws l 9 9 �22ctat GIRT C4 D Im ADO'I 10 AnZfS �r / ; \ '� kszs's A / DtTp1L A' F \—I zsv Z S3 -J Ci39a � CZa9 1 e ' Ga_ItT s �/C8}2� I4 0�1ca� 9 e Ca) E K2" A3z—rS v�Cb)i41 �� CL12 } HB Alz SS A37.515cE� Z P SO _° Z s us PMIZ e DETAIL A' o 9 " 751 0 �_ Z52 / ry \ 8 ry xulX ZCcI_ Z O Z41 ij 2tcu( N r r SA2 _ °U !� C(�P� u `9 7� 257 — 5A2 5A2 ry — 0 u 21 L WAUPA1L 4 IS SHESE7�IAI6 O Z5.4 3'- -T/ '- la'-m I6'-m O/O STEEL SIDE WALL SHEETS I&'-(o O/O STEEL (LEAN.Tp) • FULL HEIGHT LEAN-TO) L�LhG•L'1 '� CT'(P I la'-m O/0 STEEL (LEAN-TO) C�LDG E'l ELEVATION '4 LINE "GI 4:�0 to=o ELEVATIOlTe LINE 1110" ELEVATION lo) LINE "D " RICaI-IT ENDWALL zo'- o 19= a ?���-- --- LEFT ENDWALL sq g '/o sTecL CP,4aTITI0A1 ) E LEV/ TMA AT PAL'_TrOt3d LINE s.3 A A ELL( ' b' IE LAP] NOTE! FIELD CUT PANELS CRtn �I LAP '- AS REQUIRED yea �_ tiloTf_' FIELD c�T :PA-:kEt)SAa 2LLWI10E a's:. F o� O G.r'f!'rA - �� p L-AP CAP O I - N 0 O N F PT03x� I I i N tr" V) F P7 o3X3�2'L i Y(OSK I � I ` i I � PTD3xs=4i Lq I 0 �I �I o _ m O r L cs N K N N N N SNEETINC� LINE SNEETING LINE "G " - II LEFT ENDWALL P,uLG ' L IRIGHT ENDWALL t�LDG'E � ° >NEE—j I>JG AT ('ART!?IO/.lL/AIE L//JE5,3 fth 6 n' i F E g A I Z47 Z48 © He Z49I Z60 S SA2 — START suLc71d6 s'-4 Iz' m 2m'-m SIDE WALL SHEETS 3ml'-1m4 { ,•„ • FULL HEIGHT 59'-80/O STEEL (LEAN-TO) ' F' ISSUE REV DESCRIPTION DATE DESCRIPTION: ERECTION PLAN A APPROVAL GUSTOMER: EQUALL TION LINE T' 2116 - ELEVATION EMATTITUCK, NY 3,r; °OUlwsivkLOCATION:I ON: • FIELD SLOT GIRTS AS REQUIRED FOR BRACING 'III 9-17 • P �a'sca Fp°2 4 nn`T o BUYER NO.: PREMIUM WINE GROUP -op RAWING BY DATE CHECK BY `4...„„un.• ATE UNITES STRUCTURES OF AMERICA, INC. 2��� wanror� o>. OADS DRAWING • ISSUE 119-.14x-W�� 2533(0-10(0 p. SEE C v www I :5 Lp / 12 /9 e Z -a3 / / / g �4 12 \oAll S� Le ` r / Z Col a°x o'zAszs's ` p 7 �'$ fVt7F i \_ ry a0P� i K( CAnlrf"' Sc, T � Q W W n � / (4�58�x D�2 XI'-'7 '2. J Si qv A3z5 S a `t?J"t5 Z `r NoTD' FLA/116E b&Ac-E-SIS AFKE Io[AT/D IL }y2' O ( � N y / �PRn7ECT�enl� nNE DE_ of f¢,val—ndL`t ' CANo ( F811 SoFt•T�[ NOTE / FLANGE BRACES ARE LOCATED ONE / rt" a SIDE OF FRAME ONL',Y.(UNLE56 NOTED) 2'- 0 'A C) FR oTEC1ia,J A,'JLS s 7 34 RAILS / K O IA Z W to FWjsW FLoo2 W P.,LbG' D' HLtA F_' m z C O p t J FIN. FLOOrSTeF_L LINE_ MELI�iJE �S� T ±CJ-K A P, S I I l(o ' -O O/O STEEL (LEAN- TO) s CF,055 S O71ON 'a-D LINE O (FULL6E� 7 $ 3. 04+ CLEAR 59L8 0/0 STEEL (MAIN BLDS.) C fROe5 SECTION LINE & 41 5 , (ojE) ( SLG ' J� .�.. ......,.�,.,,. ISSUE REv. DESCRIPTION DATE Oy DESCRIPTION: ERECTION PLAN pF N A APPROVAL CUSTOMER: EQUALL oa P1 (mi ISFDFoRftkNt,T LOCATION: MATTITUCK, NY �': "4 : BUYER NO.: PREMIUM WINE GROUP '°�'0 '•°�•^9 ��`;.' _ UNITED STRUCTURES OF AMERICA, INC. DRAWING By DATEHECK BY "'"I.........I ATE ren euec M AE 2/00 ioµa�ii msr°3a JOB • CADS DRAWING • ISSUE 25330-100D cov SOF I _ WWS J .xfn 12 112 2(0' -216 2=014, I - Cn18 — s --' 4 = 3L'� Ib �_ Grco55 II tD CANOP r I�' — � �¢oss GRos-r rJ34 (a r 17'�— _ � G2oy-T JI \J) RIME i A3zs's / co U- Q CMIOPV 3o f,T / x lw 2-0 "I" '( q,) o'- 1 —Jl NOTE FLANGE BRACES ARE LOCATED ONE �r w I Q SIDE OF FRAME ONLY.(UNLESS NOTED) / nao0 i m I / FIN . FL OOfR I I i 5TLEL LJ"E_ STEEL Lt.JL_ 8 2S_4± CLEAR 2 /o ' - o O/O STEEL ( LEAN - TO ) � �055 SECTION IN S { 15SUE REV. DESCRIPTION DATE DESCRIPTION: ERECTION PLAN ,,,•••• ••,,,,,, A APPROvAL CUSTOMER: EOUALL =` + F 0 Z- 9 O LOCATION: MATTITUCK, NY s�5— BUYER NO.: PREMIUM WINE GROUP %�o •.. osals9 UNITED STIRUCTURES OF AMERICA, INC. RAWING BY DATE CHECK BY ., FEsSIX 3 ATE M12 au Ab 2/00 ` "O11Di0w 02.;'°" JOB • OADS DRAWING • ISSUE 2 533 0-100 s Co OF O O O O Im B1DG' F' 26'-o O/O STEEL CLEAN-TO) 16'-O O/O STEEL 13'-m 13'-m !LEAN-To) USS THIS SPA E (BLDG • E'� TRUSSESMAXIMUM 2'-0 THIS CAL ANGLES TRUSS THIS SPACE PACE 0206Go(T1P.) MEMBER SCREW (TYP.) IDW W I � L1 O LOW EAVE J = 4-4'x x i' M.B. ® MAIN FRAME & BEARING FRAME G2x5� (TYR.) I O O . 60 SECTION "A" g I 8 a — 6V2 -- — NOTE : LU w 1.) SCREW ANGLES TO TOP OF PURLINS & EAVE STRUT�*ChupPY z Q 2.) MAXIMUM NUMBER OF PURLIN SPACES BETWEEN TRUSSES IS 15 _ 3.) THIS PROCEDURE IS IN ADDITION TO, BUT SEPERATE FROM KNOCK-IN BRIDGING. k O 4.) SEE ERECTION DRAWINGS FOR LOCATION OF TRUSSES. O i O = o OO 5 ) THIS -QUEENS LEAN-TO'S ELOWSS" SYSTEM MAIN BLDG. ISFOR W/LSSRNGLE LOPE BLDGS. & PANEL tao J � ~ I w �Ra e2 (TSP) w OQ J N 6 — do o Y1 I 9 u B O �/I O U 2' 0 rRz I ca 6 Ml a Q C Ca Y !V QUEENS TRUSS PLAN 9C, 10 Q 2 O 13'-O 13'-0 II O O :T QUEENS TRUSS PLAN I a I I I ssuE Rev. DEscRI=noN DATE00 .x. DESCRIPTION: ERECTION PLAN {? pEkAtr nu CUSTOMER: EQUALL PI Iscx� fca`t��,x.Tr ''1 : .�. �;`,••,.�F+ ' � 9 UiI O LOCATION: MATTITUCK, NY a =: BUYER NO.: P EMIUM WINE rROUP E '•. N a9 UNITED-STMr-TURESOF AMERICA, INC. DRAWING BY DATE CHEGK BY ApfE$$TO „A'TE • eux�, bE. 2/00 ",,,,•..,,••,,,, +we*onrex���eee nurse JOB • OADS DRAWIWG ISSUE 25330-Immb+E�F SEE COVER nor �I �--�. it � _- G' c 'EH D.. N ' EFC�3CBtG 'F' P/M 4z "F"Ero7 efLtG � D TURLIN O� CA+IoD�Nu.IWEL 1 eIbLtF� HHEPB2Cppa p BRACE PM41? PMAI "F" EPBSe � 'E" ANGLE N ID El e.&U .E. (PBAL SERIES) EAvE BRAC S Cz LO ANGLE E E S UT )EPB _ SERIES) SEGTION A � IIIEGTION II5II a B II II II II I I B, B' TOP d BOTTOM PEAK BRACE ANGLE PURLIN WEB (ATTACH TO PURLINS WITH MEMBER SCREWS) U MEMBER SCREW 4" X Il" SLOTS (BA-__ SERIES) A. IA�c iJ l ti J A A BEND PURLIN BRACE `+ ERECTOR NOTE: BRACE ANGLE BRAG ANAs SHOWN)LE LEG ER '^ FOR 15' -0 BAYS OR LESS SEE ERECTION DRAWINGS. ANGLE PMA) A' jEQUIL] TYP. HID 11 OVER I5'-0 TO 25'-0 EQUAL OVER 25'- O 0 5' 0 5�' _ n EQUAL 5' 0 EQUAL OVER 25'-0 5'-0 5'- 0 ���� ON �� � ON TO 30'-0 TO 30'- INTERIOR 5A"1' INTEfzIOfi� j5,4� OVER 20'-0 5'-0 TO 25i-"-0 OVER I5'-10 TO 20'-0 Purlin 5race Angle Erection 5eclluenCe ENID 54"1' ( 1 ) Attach Eave Purlin Brace Connection Anq les To Each Eave Strut Before Erectin Ea \Te Struts. ( See - - --- —_ Erection Drawing "Roof Framing Plan " For Spacing. % /' A /AVE RUT EAVE STRUT PURLIN ( 2 ) Attach Peale i(lurlin Braces To Peak Purlins AS Shown / PURE ANGLE In Section C - C / EAVE BRACE ANGLE O AT NEAR TTACHED TO PLAIN MATERIAL ANGLE EI ( 3 ) Install Purlin Brace Angle Closest To Endframe Arid / % WITH /l) EMBERSGREW EAVE BRAC Between The Peak Purlin And The First Purlin Downhill. yRAc ANGLE ( Ref. "Brace II Do Not Bend Tabs Over! Install Next GLE sLors Purlin Brace Angle 5 ' - 0 Into Building , And Between 2 The Peak Purlin And The First Purlin Downhill. ( Ref. "Brace *12 '' ) Now Brace * 1 Mai Be Secured By Bencling The Tabs Over, /� ;. URLIN BRAGS ANGLE 1 (See Section "D ) Note Bending Tabs On Brace 01 Before / PMAI FROM FAR SIDE InstallinG Brace #2 Could Hamper Installation Of Brace #2 . I i L-0 - \� / L� - - - - - - - - - - - - - - - - - - - - 11 (4) ( Install Brace *13 d #4 If Required ) USing The Same ` PLAIN GLEtII Nis SECTION "E"_"E"� MEMBER SCREW Sequence AS Brl #1 4 #2 . \ _ ATTTAGHED fO EAVE �EOT 10N F a 1 /� OTO SECTION ILII — ILII WITH l2) MEl"IBER SCREWS ( 5) Install Brace #5, pro, etc. In The Same Sequence All PLEASE VERIFY , The Way To The Eave Purlin Space ;___,-- SECTION 1I �4IIa ILII ALL CONDITIONS ( (o ) Install Eave Purlin Braces Into Purlin Slots And Bend Over. '�+ " PMAI BA-5 AND DIMENSIONS ( Attachment Of Purlin Braces To Eave Strut May Be Delayed ll �pu Until elol Sheetincc�� Is Attached, If Desired, Or May Be �� FN�•.•,,,,, I'" �Q � Done At This Time.) 5tr3iehten And Aligqn Eave Strut ISSUE REV. DESCRIPTION DATE 5 DESCRIPTION: ERECTION PLAN And Attach Purlin Bra Ge Angle W�( 2 ) 1`- ember Screws. �etp SATO A APPROVAL 2jyoo CUSTOMER: EQUALL F ' ( 1 ) Single Slope Buildings Only Require The Use Of ''Queens Trusses " z RE\11sEn oa,POLernT- moUS.& lull LOCATION MATTITUCK, NY See Erection Draw!n s 4 Drawing Ill For Pc. Mks. & Erection Procedures. =-F • ` cq� BUYER NO . •.. .e'89 ( This Is In Addition 1e The Brace Angles As Shown On This Page.) SECTIOrJ AT F:ooF Cu1G PREMIUM WINE GROUP p UNITED STRUCTURES OF AMERICA, INC DRAWING Il,B,Yn� DATE NECK BY "'... ATE 1912 BUSCHONG /"`Lf 2/00 HOUST0N,TE%A5 77039 JOB • OADS DR4W NG • 5$UE 1 713-s-B2Q 25330-100 SEE 5 ov 80F wws ,-7 " AA' °° aE GJW x Av a� A W CP 111 or�JGppo XAk o i �\ \6 rlv °JP��S\�F'G - %p12�OG�O Ark% /i A / • ' . •,,` ,.,_,,.1\ ,.,._... . � ~t'" •00 d --- - ---- �JJ �\a`w q 01 00 /Gp\\ A,4 k • m �+ 0 .2\2' � w" N \\ fi '4\-.._ �\ � }� GoV Sg'�� O v�;-1� ��,•C N` <l;FG�`/` '\ i • ,• S_1.7 Z (\� °a Vp err va ROP R-t , �BPop,? I •\ . 00 1 r 1 . Uf.% / [.�rT R}, ,c� � •GGK��1- ,�`r� • ���.2 S � � � • '�a �� i � v / NrN9}8�T ,.V C4.. GFX \.1F.Oi b - ,I d \ � y • • y'i °JG 4 • 1.� �pN\g �A, !I - po ���`�G � ✓E�oF'`� • ��os� �Ah,A v `fir • \ A" �e} wv.� Nog '�`�• Fi?`1 + .� I �. • 00 °�s g;> �c\�G � � °� Ie� I �� Nv c AA,\ ° Ex18 I INCi REE W A`oo 'yv A!t '1 NC , + • �G` �g � \\ � Y I�®/J ; 5gPp �S^ O ' i--� 6E, G •JOT=. • U 7 Va, • , 9`+- v /q .-- '` P�Jvr� Nc y[S A h A � 19• � � AA,v • i' • • ` Q. i AAS �r / 1 ® , • r it-4 75 cPD�ECr�jE Ngr�P��;r+Fi�F�J v` gPP6�`' o k' 9 k / i \ s� • : • TREE ! w, p k` �< I ®\ + I � pao Rp /, v� �P�°11�o t3 \N �9 a fit ' _ \ ,,... O k Gt P Y\ G ;oe.1 P G z \\ i • \P'p �O�SS Af I o„ `\ �(V�G i \ • Z, o ' P 0 P .. o AD a -�, �� f0501-v- '° vv A G td r r / A roav*-�, 1 • • • • ` .� �� mt�' _i (� PJ� '�\ I P' e-A4 ,u 1 - v 1x 'ri 3 P�fJ'eia \ ` ' \ • k PL � y, U , O _ _ _ �, A � ,aaµ � p'C � 1 loo pT A� ' O to 2� k I pVCr; a°, \ w 150, 0 40, � / 5 0 Q1{�'• p S�"'� O� I 0 ") I!'�P/ •a��\ G°�6Q V,\o y�Er`% �P asp • 5 rT fL DItJS PROM B�.N IT.r+ RY N Q • P -t0Ar \Ay �,N �i\GYJv� Y pOtLG-1G 1:\�^N,f1 '(,y 'y-� �G • • 9Y {-I• Il i.\r2P.I�IIJ eE �• pow 2� • • 51 hl w w . z 3 ,-f�\ aTImQ" 20$, I•� z z LL g \A� N /n�ye- °a, • I O •) 6 per~ Bk �- w . p AA q� \ \9`%I' k,1 �� �' r �+ _ ` i -�j \ �Fit1 �a(�Y'I°A AGj a w a o e _ O ' \ A n / y,A5 4 J,t O 1 .j_ . R. `CPp\N FEp✓ ` •(P` � . V1 \ /, O�,C�• ,.�11' t N�TLIR,ALI t✓n r' hpwF' \o PPOR 7� \ n� • • I O „ b F' - Vp �s p P + OP E<E ESE �O Y 6ti�' o c I ��, ? Mc..�+..pED ¢ � , cn e� I S� G H G A• v •" s S {. 00 t t �yrt / u �(� N1�( G� Ay'° y/ _., a `; i 51CyrJ NICHT ` L O } r� a \ �N ��.. Pte, ��� :s A � � ` 1 a• / �` FG a.' 9 O O- p DUSKTLL xy J f V N� fi O `' \ �/ 4 At 4'�G• �, Gp J\` 11- 5\ 6 ` ti F2 O�,G �,°1 . -i:a`'', ._.. W p0"L pvN�^ '- z ' �L1l� L \ \�. I� �m \ O I .'1i:i• A A,y, ;� .�-1P t, ., U I + 1E Nt,, /-x.05 O °f rp �^ A- O + l . �wp�cEN Q O o 0 O ay �`i=� 5 oN° FEJ ���aq �\Q �` t 132. r-T c�i J nQ Project No: k P I• J V �. . -- - - - -- - - - p ; f .0 u gq o 3 o,� " r, Drawn B : �- �i 1.- �g' -1 - �, / CO - FIOINEY L°cUtiTCµI-�T + II U y (.�T 'r ,, O O �� / \ 4 1JZ \Gr1 q6 �` C1 LED ITB IA T1�.IAcs\NTN09 LArAL �Q O i A'� P pv `� 2 "U L, 40 F7 ©, e, V Checked By: 4:r 100 12.1Z Ay +� 9 N/Tufzf LI2ED Date: O M Fra D O W q 10/ cp /qq + 15- C, Scale: O �� Sheet Title: Jr x .a �' A.C. ZONE 6 / + vo AA' _ - - - - -- - - - - - - - - - - - N� DO `� SITE ° �' \� - - + PLAN * Co FTklr,w 10 Fres , dl } 0 O _ _ •f �� N _ 20' SIDE as Ioo - zI3- OL1t3.1 �0�� O O �J O O EBBE O O O O O 20 r ♦!; t + y. + + + + + + + + + + + 1 r + ti. * + * •+ * LANDSCAPE 1 �� F r TRANSITION Sheet No: + 0000000 + 000o_ + 00e0 (: 0/ + 0000 BUFFER 4w` 1 _ _ _ _ ' \ 1 44 N oz' 13, SOT F r r 400.© 66 v 45 A.C. ZONE 10 r 1-I /o/F �JhMES J .0 IaENE P.>ISt5,F- ' 1999 _ SITE PLAN ' 4z RoN cou�T OCT 12 PC�'r JEF Ft.R60N N,Y 117'7'7 + Irx...v, •� _ - Z Tnr. d+tP a IDC - 11"'�' 7- 19,2'3 .,.v,,ql "'';"�,"� S o Bio' moo' o' S SCALE : V = 20•_ 0 „g u: ^ A NOTES: SITE DATA I TEST HOLE LOCATION MAP i . Well must provide a continuous yield of at least $CTM# 1000 - 121 - 6 - 1 SITE TAX MAP #-�WHEB- -- �'S-E" -- FIVE (5� gallons per minute (measured at the outlet ' >° of the storage tank. A. 121 - 6 - 1 Philip & Susan Cardinale Project Site C,{ZADE E L G V, '* .44"5$I - a T 9y PROPERTY: 35 Cox Neck RD.. q,R e° % ADDRESS Mattituck, N.Y. 11952 B. 113 - 7 - 19.23 James J. & Irene Bissett Agricultural 2. Storage tank located in the basement of the C. 121 - 2 - 1 Middle Road Shopping Center Retail LOP h� 5,P o`°9° building must be a minimum of eighty two (at) OWNER: Philipp & Susan Cardinale gallon capacity. 785 Peconie Bay Blvd. D. 113 - 14 - 10 Randal Seinberg & Wife Vacant Riverhead, N.V. 11901 E. 113 - 14 - 9 Randal Seinberg & Wife Residence mN P 3. All materials, installations and items having to CONTRACT: Premium Wine Group L.0 C. F. 113 - 14 - 8 William F. Amato & Wife Residence IT Rd do with the new well must conform to Health EMVENDEE Box 907 G. 113 - 14 - 7 Jeffrey L, & Laurie Evans Residence `o Department standards. Cu tchogue,e, N.Y. 11935 H. 113 - 14 - 6 Bruce Doran ° I. 113 - 12 - 10.4 Thomas & Ellen Talbot Repair Shop o r ZONING: LB Zone J. 113 - 12 - 10.3 Thomas Talbot 3 A` SITE: 3.563 acres Y K. 113 - 12 - 10.1 Gary J. Dobkin & Kenneth Griffith fav EL f . VlNT1LATED c mlua AREA 155,204.28 sf L. 113 - 14 - 11 Suffolk County m ° Pit °'° 0 p r EAp w1.H =H O Vacant a "g a BUILDING: 20,858 sf M. 113 - 12 - 11 FabrizoGentile - 35c°.Nland.M&M IC NY e. AREA N. 121 - 2 - 2.1 J.I M.D. INC Restaurant s a °°H.° Hasa ^"° ,a iws°I+°Ix I LOT: 13% actual O. 121 - 5 - 4.1 Michael Adamowicz & Others Vacant % �° A/ M2mmEkre COVERAGE 20% allowable O Z P. 121 - 5 - 3 Arthur P. Foster Office ` °Rd p ' Q. 121 - 5 - 2 Bruce Vitale Vacant s,. `.^ m { Pj1µ pa° " LANDSCAPED: 56% actual R. 121 - 5 - 1.1 Suffolk County Water Authority Vacant AREA 35% required `v . a -s m S. 121 - 5 - 1.2 Watch Hill Realty & Develop m a SURVEYOR: John Metzger T. 121 - 4 - 8.1 AADR Realty Facilities Holding Corp �p Southold, Surveyors, PC Southold, . ' a ; �' ua,oC AwnT BOLL Y4' c,eT Ineu NYS IIC. no. 49618 V " y FgOH wCLL V!0. TO 0.PL9L >° _ �:". �• you°, NOTES: Elevations shown are based on N. V. Datum. The locations of wells and cesspools shown m"{ i VALVE hereon are from field observations and or , ■ v-""T data obtained from others. W HEALTH Pursuant to Suffolk County Sanitary Code ...`t " 4•o" ws oe nu Iowa DEPARTMENT Articles 7 and 12, I Russell Hearn hereby � EqE VN STATEMENT certify that there will not be any Industrial LIJ O �.t L E wastes or other non-sanitary wastes discharged z � 't � � � � � ' '� Z from the building and there will be no toxic or -4 © Dml °G a, aE E hazardous materials stored at the site unless > Y GYLMORICAL SEPTIC TANK / specificpermits or exemptions are granted SJ \ PIT Se Pursuant to those Articles. > o 0 u„ET Iyi'm P1VE T- CONTRACT�• �'\. HYv,leYulYH VENDEE Z T^"K 1151OE�oE Y' a' SIGNATURE: - cHECH Tau1lolua W VAE �� 0 \�, PANULATNS G CALCIOQ O STORAGE BUILDING: 10,408 sf/1000 = 10.4 spaces T,LeEOLn 1 space/1000 sf) i� OFFIC� SPACE: 320 0100 = 3.2 spaces (1 space/100 sf) m F❑ neTeF WINE PRODUCTION: 6,992 sf/500 = 13 98 spaces o &61'7I,, c^A" (1 space/500 sf) SYeTE.M TASTING ROOM: 736 sf/150 = 4.92 spaces (1 8pace/150s � FUTURE TI sASTING Be/l 50 UILDING: 2,400 sf/150 =16 spaces I/.1-LL.� i 5 TOTAL(PARKING REfLRED: 49 SPACES �i o ' ' I / CAST IRON COVERS SANITARY AND DRAINAGE CAL_EULATIONS W Y A Ire. I v'vc I. ALLOWABLE DENSITY U / /p5 J FINISHED GRADE Total Acreage - 3.563 Acres 4�.• ❑ \ ❑ Heologi Zone IV Vater - Water Supply Private Well \ \ h, z4•' y z•Mgx 24• _ vlcz. 5"aF..Ee Allowable 3.563 Acres x 300 gpd/acre = 1,069 gpd / ��VO to V n. 1 / Q fI T 20-� 20•-.0-. TMIN y.ltL L. "�---6 EI'1'Ia IL SANITARY DESIGN + 1 I avSTEM INLET-� 6' Ix• 6 OUTLET I sol- SEWAGE DESIGN FLOW: ( /j'{� MIN 4• DIA. 1. Future Tasting Building 2,400 sf x 0.10 gpd/sf= 240 gpd ! Zone / I \/0 CLASS 2400 FLOW LINE II MIN. 4' DIA 2. Tastin Room 738 sf x 0.10 gpd/sf= 74 gpd / 1 2400 PIPE Or+. i /' ( PIPE OR EQUIVALENT 14' �, le• EOUIVALENT 3. Offce Space 320 sf x 0.06 gpd/sf= 19 gpd r I 4 t PITCHED 1/4'/1' L '• PITCHED I/6 ;1, � 4. Wine Production 6,992 sf x 0.04 gpd/sf= 280 gpd Q ` 1 S' S�StoragE Building 10,4.48�9,24gp51Ls�917_gRd Zo a -I- U Total sewage flow 1,030 gpd \ I � .. .. ° ` Iso FT '�'\ '�Y. D \ 4 - SANITARY SYSTEM REQUIREMENTS: Y y ❑ m SYSTEM 1 (SEWAGE WASTE)- 1,030 GPD ,�r), Bt 1. Septic Tank (ST) 1,030 gpd x 2 days flow = 2,060 gal °b Zi. x Usemin. 2 500 alSe tic Tank 4'MINpZ ne to F r --•�� 2. Leaching Pools (0' di1,030/ eesf/ gpd = 687sfUse min. 2 ea 1D' die x 12' deep pools - 754 sf95 _ -ElPlus 50% expansion (EXP): 1 - 10' dia x 12' deep pool <III. WASTE WATER PROCESSINGEU . . , zOWINE PRODUCTION: w zx 1-FermPOtatiot>=washdown ottanks___85DgRd T 2z-SEIPTG a Total processing 650 gpd n v ll0 =_ WASTE WATER PROCESSING REQUIREMENTS. � w • x m O '; SYSTEM 2 (WASTE WATER) - 650 GPD INf. i 1. Settlement Tank: 650 gpd x 2 da flow=1,300 ggal ¢ G t' We it FRESH WATER 1 -2,560 gal Settlement Tank ms (10' dia x 6' ht) \ W' SAquiPEA STRA"FUM M 2. Distribution Chamber N N j , 1 1 ��`4&�. d '� ❑ 1 - 4' dia x 2'-6" ht Distribution Chamber(DG) •Y 1.'I'I-1MA.P -.-- �� �,T, r ❑ 3. Leaching Pools 650 gpd / 1.5 sf/gpd - 434 sf 5� I qS t T'f t f �1 . Use min. 2 ea 10' dia x 10' deep pools (LP)=628 sf O 5H=V \� r o ; - - RAIN WATER DRAINAGE CALCULATIONS: (\ / A r t / C SEf�ilc „ BUILDINGS: ❑ /) _ \ ,ip �e , , /, yr1 . \ Y i, SY'BTtiTM j 6 HEEu A. FUTURE TASTING BUILDING: ❑I i Le.,G Area x Rainfall x Runoff Factor , a 5 2,400 sf x 2/12 x 1.0 = 400 of Nf � �' +++•••--- •TT " 441 - - NORTH ROAD (C.R. 48) ./ Use: 1 - 10' dia x 6' a Storm Drain Ring = 410 of 410 of provided > 400 of required Ayt . 9 �p B. PRODUCTION BUILDING: (Width Varies) Area x Rainfall x Runoff Factor * ?; 8,050 sf x 2/12 x 1.0 = 1,342 of # Use: 4 - 10' dia x 5' ht Storm Drain Ring = 1,368 of w` ❑T ❑5 \® - _ 1,368 cf provided > 1,342 of required 17953-1 C. STORAGE BUILDING: TYPICAL WELL DETAIL Area x Rainfall x Runoff Factor FPfOA 10,408 sf x 2/12 x 1.0 = 1,735 of 5O' D J CAST IRON FRAME AND COVER TO GRADE Use: 4 - 10'dia x T ht Storm Drain Ring = 1,916 of v IF DISTRIBUTION OR COSERVATIGN POOL 1,916 of provided > 1,735 of required ro'ect No' J LOQIL N FINISHED GRADE I IF iii 4 (/p - SITE PAVED AREAS: dgp a, 1 1 R-80 y,l a O BE PTF Cw D. Area x Rainfall x Runoff Factor i v SYsT�"I F / ;q 2D' -r' 12,000 sf x 2/12 x 0.9 = 1,800 of Drawn By: (50 feet) zFr lm..li~^'•4 Use: 3 1,847 of providedo>m 800 of rreDrain quired 1'847 cf CJ'r Zone g 'i�. 1 E. Area x Rainfall x Runoff Factor Checked By: 12,285 at x 2/12 x 0.9 = 1,843 of NS Zo e - INLET Use: 3 - 10' dia x 9' ht Storm Drain Ring = 1,847 of Date: MIN 4°DIA 1,847 of provided > 1,843 of required Io /G /99 CLASS 2400 PIPE F. Area x Rainfall x Runoff Factor PITCHED MIN IB'RT P O OUTLINE 860 sf x 2/12 x 0.9 = 129 of Scale: 1/!•/I' IIF DIST PM MIN VALES 2400 DR Use 1 -8' dia x 4' ht Storm Drain Ring d 168 of A S NQI"�D EQUIVALENT PIPE 168 of provided > 129 of required ® ®®® ® "T,�a i1'MIN ,� G. Area x Rainfall x Runoff Factor Sheet Title: 860 sfx 2/12 x 09 = 129 of \ R ® ®® Use: 1 -8' dia x 4' ht Storm Drain Ring - 168 of fj�IL91wI C� 1^I'�L 23, i^ ® ® ®® 168 of provided > 129 of required KEY MAP MAX. ® ®® '�°)` H. Area x Rainfall x Runoff Factor I' MIIJ, I'MN� ga 675 sf x 2/12 x 0.9 = 102cf SITE PLAN Use. 1 -6' dia x 5' ht Storm Drain Ring = 111 of ' czg2^PF_ EL*44, °�� ai J 111 of provided > 102 of required - Y411 FT Area x Rainfallx Runoff Factor ✓ m� 0 8260 sf x 2/12 x 0.9= 1,239 of Use 1 - 10' dia x'- ht Settlement Tank (STL) (DC) gal) ' 1 4' dia x 2' 6" ht Distribution Chamber DC) 3 - 10' dia x 10' ht Storm Drain Rin SD 2,052 of IE, *42,'15 j F 9 ( ) _ ,a T di of provided > 1239 s n (CB)required Sheet No: I, *42,45 IIh 3 MIN Ii„ 1 - 3' dia x 2'-6" ht Catch Basin ( B) q Iz�Je-1fl L.Io.TER w ?i a 3 - 55' long trench drains TD ELw. lam, t 44+,16 f to yr v .r n>j 1 -45 long trench drains �TD; EY MAP E .4Z, 3� V( 21 r•�IN FT 1�iN. IC FT SCALE : 1" = 100.- 0„ (No Rl/.J it - . ., ^a•,•. J o tg - T e MIN uE li AJPGIPI R ur sAnD AnoOSTRATA cPAIRAVEE z •^ e i Ir 0 ® C Ell z Z T _".. _ - - , • it t .aN it �i [ILUT N1 71w i I III' I I Q O - - I MATERIAL-LEGE—ND C DING EXTERIOR MATERIALS PRODUCTION BUILDING - EAST ELEVATION c PRODUCTION BUILDING ' ' I SOUTH ELEVATION SIDING: Painted siding panels wih Sierra 8" - Fiber d wood cement, y� vertical siding panels with simulated wood texture with SCALE : 1/8" = 1'- 0" battens SCALE : 1/8" = 1'- 0" GABLE ENDS: Painted "Hardin e" - Fiber cement shingles 1�{ with 8" exposuree South on South`Elevations only TRIM: Painted "Hardi Trim' - Fiber cement smooth trim at all window and door casings, corner boards, frieze boards, etc. ROOF: Standing Seam Metal Roof WINDOWS: "Andersen' Casement windows or fixed DOORS: Overhead Doors: Metal - factory finish Exit Doors: Metal - painted Main Entry Doors: Custom Wood Doors CUPOLA: Painted Transom Winsmooth eee Window and metallo louvers and metal y Z - standing seam roof TRELLIS: Freestanding painted wood columns and trellis structure - FENCE: Stained decorative wood fence J <'' Black chain link w i ' TYPE—OF CONSTR4lCSIOIN = f Steel Frame (non-combustible) " HEATING-AND-COOLIbLG_EQ.LLIPMENT < o Gas Forced Air Heating and Cooling System u Roof top units will not be used; 2 � I i V1 N . R I EDS I r- R--- - - I I { I I I' ro ect No: I' Drawn By. NS a l I I - I I I — I II II I � II � ° I II I I �u I I Checked kI ed B/ yG NS Date: Lj Scale: 99I i 8 I -C SheetT itle: PRODUCTION BUILDING ELEVATIONS PRODUCTION BUILDING PRODUCTION BUILDING. - WEST ELEVATION NORTH ELEVATION SCALE : 1/8" = 1'- 0" Sheet No: SCALE : 1/8" 5 B B_ Y CL Z I l N I III I i ME- W I' W - Z I I r � y o STORAGE BUILDING - JNORTH ELEVATION STORAGE BUILDING - SOUTH ELEVATION z SCALE : 1/8" = 1"- 0" SeAtE•: ir8.:= r•=�,. i� II ca TUT 0. _A _ -- �I -PT T� I � V y II- PL- � I zI LEE- STORAGE Qww ,.. �I I wT r BUILDING - EAST ELEVATION SCALE : 1/8" = 1'- 0" 1E of NIp ST �O RED � roject No� 9:� ' 903 Drawn By: IJ 5 Checked By: NS 1111111011 1 dill III Date: c /a /99 - ---- —--- -- __ ---- -'- _ '-__— _ _------ ale. Tj Sheet Title: ff T T1 -- µ STORAGE BUILDING V II II ELEVATIONS� II I ! I it I I I � II II I I I I I i II i c Sheet No: STORAGE BUILDING - WEST ELEVATION 6 _- Y SCALE : 1/8" = 1'- 0" ,, - - - - 0 EY F+6 sq p0 * 2 < m - ` x EOA CLIA �Sp W KEY MAP 4, SCALE 1" = 600' \ 4 .4 4 115 EP r 210.00 19 u A A -. . ✓ - SOJND ENtERPRj5�5, w\ %43.2 N MONR�NG . cV E2 41.4 4 p46 lo'E T1 (n TE N f pD N \ 44 \ 40 4,, \ N 61 44 19.1 O 44.6 C - O 442 H.1 i [ MAP OF ;Homs � 0 NO J/ I° Iro Is To Urip TV C2 q44 \ ILE Rp D O . N 9 VO To OQ � 411 i 19 O Y O - ER T P 9.9 0 /P' TREE W SUSAN & PHILLIPECARDINA ' le 7 k nG . A T MA TTI TUCK ° on ° 6- TREE o=+ p„,� N OF SOUTHOLD z jot)/, _ COUNTY,/ / Y. / . -� SUFFOLK COU , 1000 - 121 - .06 - 01 4 Scale 1" 20 ' -V .fan. 12, 1989, W - 0 � \\ Z SEPT. 29, 1898(trees(°cation)OCT A 1888 f1e ` MAY 2, 2000 (foundation) Is- Tw . © O/P' TREE TY B' TREE O Ir TREE Is- THEE ui 1 LE [ 49.6 ✓ ` 0 O 9b EP44.4 O 24•LOCUBT - be �y ROLE \\ LN'LOCUST DATA , LOAM 9' LOCU51 l2' TREE Ate. /6, ma E4'L06USf SAND IB' 0 IE' TREE O A,,MDONED © V e O /E'LMLISI WELL O GRAVEL O 0 6' THEE /B• TREE `\ WWI- TREE IP" TREE 0IV TREE 0 /B'rRE 0 0 0 6' TREE 6' TREE I2'LOCUST O IT' Q r , AREA = 3.5630acres 45 /¢TREE 1601r• /7TEE 06' TREE 46 012• TREE v - 012 TREE 016' TREE 0 le' TREE - Orr MIFF B' TREE m a*a /e'TREE 0 6• rmw I IS. TREE Ie'DeL. TREE 0°' 0 0 30' TREE rE" TEEE O Ir TREE 7c 44. TMESCHOOL DISTRICT 9 MA T TI TUCK -CU TCHOGUE © O12Ie'TSE OIr rREE - FIRE DISTRICT 1 MA TTITUCK 6- TREE 6' TREE /r TIME O 6- TREE IP• TREE O Ir TREE 0 T' TREE [ 444 00 DIP' TOE 45 0 TC 44.3 06' TAEE 6' 711EE 0012` fRE'E Ole O1e• TREE Olr p09s, ELEVATIONS 8 CONTOUR LINES ARE 0 s 012 � r TREE ©1Y nam 4- /hey REFERENCED TO N. V.G.D. . ., 12''2. TREE 46 Ole TREE / [ 443 O /P• TREE / 6' TREE IP' nTEE /P' O Ir TREE -C 99 ((�� LOR 114 p7pEE .J 012' TREE TB' CU9io 0 , A )01P TI EE OIr• TR2E VV 14'DBL lP 'T E' TC 441 TREE ' TREE O /2' TREE rw O lr- TREE Ole TREE \ (� O 1?. TRW TR /1• TREE OIr TREE /2' TREE 0W. (REE 0Ir, TREE 4 Ole TT62 6' TREE B451N [ 44.1 44 e• DIP' TREE O IP' TREE 0 0 6- TREE ` 43.7 3 6'O Q' TREE©6' TTIEEO I TREE IY' TREE /P' TREE 0 012' TREE T \ 436 0 e• TREE 45 0 s•D6L TUTEE I. Q TIME B• TREE 6 TC 44.9 T' .V 4E4 O TREE 0 0/B• TREE `\ TREE 0 e' TWEE B. ti �I TREE 0 S. TREE 46` 936 /r TREE Q B" TREE TL 44.2 © CLUSTER 45 O6'B'12' TREES TC 43.e 0 /E' TREE y Q 2 44 -// 'f0 as aoR6 6' rc 44.0 �C( PAID R ' rC 43.7 TC 43.0 46' 50" W Tc 94.2 TC .39 46.3 to 40.6 45.) _ 44.2 COP TC 43.8 33783' COPPER ' / 43.0O rA", , , TC 44.3 IRRIGATION ce�ac upra7 TREE O PN'E ��S16N TC 44.3 TC 458 TL 99.3 45.6 CONCRETE CURE TC 49J TL 44.6 Tc 99.e ¢ 93.5 TC 93.5 EP 45.9 EDGE OF ASPNALT PAVEMENT TC 95.7 7C 45.3 . AVENUE ( C. R. 48 ) 43.9 SOUND ¢ 995 ¢ q1 [ f 19.5 ¢' 45.J 43,9 TC 44.4 TL CONCRETE CURBING CBASIN EP 4E.9 TC 44.6 CONCRETE [URGING 43.2 u rcN rc 961 . fffJ NJ Tc 94.4 TL 93.1 ( 46.E TC 93.9 T[ 43.0 SI�fDd awe s�a-� EP 4;1 EDGE OF ASPI4LI PAVEYENi TC 45A CDAWETE Cl/RB - _ _ - -QF NEW yD L 43.0 TC 11.G " � ', G1 43 Gf4 10 i - L 1Q ¢ ^ _ ., rc 4a6 __.�_ _ -.'-T-_� ` (�C•., N°. 1aW�� LIC. NO. 49618 (516076 .C. P. 0. 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I ,_ • _ - __ _ _ � ___ — OQ F , ,f/ loo pT til �O I �� \ / 'ZSR aVr .r`" ''�1 .17, a PRS ����� arit • / - OO S�, , a V- Y : -ti 1 O ,) a u* EG KnF'�jbl''ry (yC�, �0 ( M0 ") P/ • `�\ ., 44 Z . Oar SCJ Jrl• .�\0et\oJ v' r\Pay,1 + \\ tW YY n ° G` �poG \' �' J �<� ( �yy nP eo,> 152FT f�✓•DIyS -^ �• aJE • r e rs M - Ivo 1 lees r-oiuJD APPROVED Y \►• Y—\ \G-,f • 'TH- ir.� �A1D1I�a O � Pt/ \ � � ` � \or � � --._ � \, I��PiI E��\ • • �� 8t rJ PLANNING BOA D �C\ T WN OF SOUT OLD < 9 k� ' \ / tE • �r i pNwr O •1 ) �i; ai°�ap x \�' S \—�/ E� .y. a�P`� �� _ µ °A rv1AR w . a JgS , , t t X R \ A5PAJfI ! _ pGa e NcrJv?-OA Eo 2 = U O \ 3 15 LAE; G !' • s r1 D 1 a.v.n, Q F • u \rc ` \ _ N OPO\p a�0 fEw 4� P� r �ca\f� Mt o oa �p �rtwpt p. O } � \ / \ PREP a � ppOR 7 v ons • • I O „J ° F• � �, . , 0 P A° O Op "Al i GRERIMEt� 1 �/ 6� G V'Gi ' E� ✓� �a F 4vjv � ryo G✓' y\ tl k �IP, � fqh. p�\„ yo \S� S'/ `.. • 5I Ct1J LICyHT ' ��� FrFNG \ / p Ar ' � �6 0 �. �yG .. • oo yJ snot 6l o�ca aU o 4 `•_ p)PP LJuak TI a. �N W it Mes be inspect by the Suffol Coun Det of q,a s - w Dept. Heabth Services acct qr \ o '• iv Go moo\ aV ° L z CatF 152-21 , 24 hours in vane, 3� r PP \ A k Ry' ° s� ��P\� Y to sche ule inspection( ). ISL lK\ \ 1� a p2a° sty' m \ N� D ¢ t w Z { Ac' O "��PO\NG O xO,t �j � Rye° �\- . r � 1 'P m •p 2 `; p' 'i ,�pJ�1 \\'PREP �4 'Y _ "� s j >- / tL\ Z X 017953 1 �v .r ��5 co �, O�C1G o u ) 0 ��.0 IY t I�i2 FT _ _ 7l Q Protect o: 10 P, Q, `rdG LA0 (n �� Ay'° 'SP icy 6 �'.\•G' ' / Gp - 4-IOIJ EY Locu6.TCµL)--'+ + U Drawn BY: uT / BLED 17S • TaiAc.4+ JTNo5 I EaM� �`�` %e7Fph4 0. u y�o �F� J F�'t” / 2 uL., 40 rl' �, e, v tJS /' �� Checked By: # IDO - 7 Ay \kx °� U A�a� \ rJA-ruw- ^L-12 Et? 212 O NtE�Do1i4 Date: n to„) �o� � tP” ( \ SUFFOLK COUNTY EPARTMENT OF HE LTH SERVICES Scale: \a k � x q }ay 3 fil PPROVE� FOR CONS/U5CTI0 ONLY Zo'.p• H.S. REF.N .G O :�� W ��3 Sheet Title: Uh'� Qin p• J1t„�Cn A 0 TYPE W __ SITE A.C. ZONE � � � � A� \o �o k� _ - - - - -- - - - - - _ _ _ _ _ _ N� � d; This appro al is g ted fo a constru on of the sanitary r'Pk -r\av / - + dispogaI an water s pply facilmes pursuan to Articles VB and OAq \ �pCl ® i' 7 of the Su folk Cou ly Sanitary Code and a not an expressed PLAN a I \kNv _ Y�am , Ill A2�Xj 2�tIT-AE ° + h Y 5� - `TI-7 LJJA meelpgrl TA S \`� U nor implied approv I to discharge from occupy the �" t Cv FT HIC,+J , 10 FT' O,c, structurre(($$F�)) shown. THIS APPROVAL E PIRES THREE {3) AA \V� I V, YEAR$FU �If QQBELOW. '+�" 20' SIDE is IOD - 213 MAR BE O /`, `/ * 20' I �� r DATE SIGNAT Sheet No: t +/ + + + + + * + + + * + + r + I + (�* * LANDSCAPE 0 (D 40 G) G O + O O O n+ O O O O Q O 0 0 O O 0 TRANSITION BUFFER I �0\ 4 1N0 1 1;7114 VlIII J0 id--1_ _ spa t,ss orivj� ao ia_I R� oze l3, j0,� as 4� - - . o' r 9� �oiha of ilr��oo o = 1J /o/F JAfA J 4 irzErlE P Iasi T l. . „ } A.C. ZONE n r J10.1315 SITE PLAN 0 4Z RO�uYN �oJwT 03A1333.8 F'c�n-r .lcr- FE.r1so�+ Nor. � Ir7y 30' tool SCALE : 1" = 20'- O" Y NOTES: SITE DATA REL/I Si�IJB TEST HOLE LOCATION MAP 1 . Well must provide a continuous yield of at least / 11/ 00 ?LIN (lo) gallons per minute (measured at the outlet SCTM # 1000 - 121 - 6 - 1 214 /O O SI1Ax MAF # OWNFR --- of the storage tank. PROPERTY: 35 Cox Neck RD.. 3� 1O� o0 A. 11952 121 - 6 - 1 Philip & Susan Cardinale Project Site �� GRADE E L GV, 4<I •SI ' ADDRESS Philip ck,Susan Cardinale b+`° Pb �N 2. Storage tank located in the basement of the B 113 - 7 - 18,23 James J. & Irene Bissett Agricultural S,c e,o el building must be a minimum of oil Nr1nLDp-ED CIoo� OWNER: PhilipP & Susan Cardinale C. 121 - 2 - 1 Middle Road Shopping Center Retail L. oo.r-A °' gallon capacity. Riverhead, Peconlc Bay Blvd. D. 113 - 14 - 10 Randal Seinberg & Wife Vacant Riverhead, N.Y. 11901 E. 113 - 14 - 9 Randal Seinberg & Wife Residence 3 All materials, installations and items having to CONTRACT: Premium Wine Group LCC _ o� do with the new well must conform to Health VENDEE PO Box 907 F. 113 - 14 - 8 William F. Amato & Wife Residence - E Mili Hd o Department standards. Cutchogue, N.Y 11935 G. 113 - 14 - 7 Jeffrey L. & Laurie Evans Residence 1 ZONING: LB Zone H. 113 - 14 - 6 Bruce Doran - I. 113 - 12 - 10.4 Thomas & Ellen Talbot Repair Shop SA IQP mh s` J. 113 - 12 - 10.3 Thomas Talbot r SITE: 3.563 acres Y o % 3 Ur - _ AREA 155,204.28 sf ` K. 113 - 12 - 10.1 Gary J. Dobkin & Kenneth Griffith V EHTIL -Eo ° �IwG O Ct(2.evEL. '' a SAP w," LocH L. 113 - 14 - 11 Suffolk County o m 'o 4b ° c BUILDING: 20,858 sf ��6 ' a a - AREA M. 113 - 12 - 11 Fabrizo Gentile Vacant ,° `~ CGx Neck R",M°mmu,,NY e- )` Restaurant a °"r x11e5� W Eon°Ix A°' N. 121 - 2 - 2.1 I.I.M.D. INC I LOT: 20% actual O Z 0°`9 w MCCIL"l ° COVERAGE 20% allowable O. 121 - 5 - 4.1 Michael Adamowicz & Others Vacant M% ^ P. 121 - 5 - 3 Arthur P. Foster Office E°°°dam° - " LANDSCAPED: 56% actual VacantT"° I AREA 35% required R. 121 - 5 - 2 Bruce Vitale 7 _ N R. 121 - 5 - 1.1 Suffolk County Water Authority Vacant ^°r a Pa , „a m _ SURVEYOR: John Metzger S. 121 - 5 - 1.2 Watch Hill Realty & Develop - Peconlc Surveyors, PC o a� Southold, NY T. 121 - 4 - 8.1 AADR Realty Facilities Holding Corp w y o za° c,a1 IRou NYS hc. no as618 jj( ggnoE , $ cov[R To 0.v!.vC a FRo� .E LNOTES: Elevations shown are based on N G.V. Datum. e ` CD sfR„ The locations of wells and cesspools shown a - hereon are from field observations and or m VALVE data obtained from others. HEALTH UJ Pursuant to Suffolk County Sanitary Cade } -� • q.F� __=a== DEPARTMENT Articles 7 and 12, I Russell Hearn hereby �' \, a% STATEMENT certify that there will not be any industrial LLJ ^e<, CHECK wastes or other non-sanitary wastes discharged Z O D V from the building and there will be no toxic or a ❑ ° rL^uG,E ;Al`E hazardous materials stored at the site unless :~ © oma GE .S = CYLINDRICAL SEPTIC TANK specific permits or exemptions are granted . , P ,uEG: pursuant to those Articles. > o T CONTRACT � ��� hh u lvtVENDEE W , SIGNATURE: Z \ TnwLol t� HEC" �O K \ PARKING-CALCULATIONS Q 4. / O STORAGE BUILDING: 10,408 sf/1000 = 10.4 spaces sLEEOE„ 1 space/1000 SO OFFICP SPACE: 320 sf/100 = 3 2 spaces ~ WINE PRODUCTION: ((ROPpDUCT ON 00 ()6,992 sf/500 = 13.98 spaces �/' i ❑ O 56P' rio c,°LE TASTINGSROOM 0073✓�sf/150 = 4.92 spaces O SYaTEIs (1 spacesf) C CUTER FUTURE TASTING BUILDING: 2,400 sf1150 =16 spaces G (1 space/150 sf) IA,IGL Ll TOTAL PARKING REQUIRED: 49 SPACES SANITARY AND DRAINAGE CALCULATIONS W _�z ALLOWALAST IRON COVERS P PE I Total Acreage DENSITY Acres U FINISHED GRADE TAe LG Hyter Sulo�Ical Zone lV PJgLIG ��TE¢ E Allowable:3 563 Acres x 300 gpd/acre = 1,069 gpdCO Q Q f 20-.• •. 2Q i:. 6'MIN It. SANITARY DESIGN ^ � -8U A� 1•Jtl-�.� I-�-6 EdKlc. �- y SEWAGE DESIGN FLOW. INLET E OUTLET so IL. 1. Tasting Building 2,400 sf x 0 10 gpd/sf- 240 d 1 I �Y9TEI•AI E• 12• 9 9 gP gP Zone o MIN a' DIA, n MIN 4' DIA 2. Tastin Room 738 sf x 0 10 gpd/sf= 74 gpd / I OO CLAEs 2900 FLOW LINE g PIPE OR EQUIVALENT <' •, Is' EQUIVALENiP H 3. Office Space 320 sf x 0.06 gpd/sf= 19 gpd I 4. Wine Production 6,992 sf x 0.04 gpd/sf= 280 gpd PITCHED I/9'/I' PITCHED WE',1' V 50\ ' ry�� ,I • Q' I 5_Stora9e_Buildn94oLx9-04�Rdgpd gpd Total sewage030 T,Za SANITARY SYSTEM REQUIREMENTS: S :� -• "' �'- '` TEM (SEWAGE ) - 1,030 GPD ` 15a FT `•` ` U - ` N 1. Septic Tangy ST) 1,030 pd x 2 days flow = 2,060 gal °6 Z • T� 3YAMCRSIALE ( gg v B •ti Pu,-,P F- Use min. 2,500 ggais epI 9 MIN. 2 Leaching Pools (LP 1,030 / L5 sf/ g d = 687 sf - v, ¢ • ; �T LL " \ Z ne Use min 2 ea 10' d'ia x 12' deep pools x Ile sf T ASLu� � � Plus 50% expansion (EXP). 1 - 10' did x 12' deep pool .� :E . 0 1 ^ T- IpIC.,.L, sl -rlAl t:>ETA.IL. 1 e 'fs` •Y� NTS III. WAST PRODUCTIONOCESSING " I , 1 W EL 1 FeTmentatlon - wash down of tanksS59_gRd w s. AN sEPTe � - Total processing 650 gpd SysT�M PAG14E \, WASTE WATER PROCESSING REQUIREMENTS: p SYSTEM 2 (WASTE WATER) - 650 GPD 1 11 �� �N{y �, `�, O `.1 1 Settlement Tank 650 gpd x 2 days flaw =1,300 gal Q _ / t`� U •� �� T't (..IEL i Fa sH wA7EP, 1 - 2,560 gal Settlement Tank (STL) (10' dia x 6' ht) �A7qm ER STRATU 2. Distribution Chamber M 1 -4' dia x 2'-6" ht Distribution Chamber(DC) � - 3 Leaching Pools 650 gpd / 1.5 sf/gpd = 434 sf I-0-i -�' /-L �.a { r Use min. 2 ea 10' dia x 10' deep pools (LP)=628 sf L...(�Tj r2 �_ �• / ,�,• � ' ➢RrvE 5� V1,9K7SM . y�pa. \ xy r O RAIN WATER DRAINAGE CALCULATIONS: f� 'O / If ❑ TBUILDINGS: ♦ �. , 3Gr'yTIG c�y9TFvIr1 6' A. FUTURE TASTING BUILDING: SCFl J Lo„Q, Area x Rainfall x Runoff Factor Q f 9 2,400s f x 2/12 x 1.0 = 400 of ��• ❑ 1 \ / / ❑ Use: 1 - 10' dia x 6' ht Storm Drain Ring = 410 of 5 ; • S F�• 09 A � � I Water Tines must b6 inspected h„the 410 of provided > 400 or required V t NORTH ROAD (C.R. 48) Suffolk County Dept. of Health Serviced B. PRODUCTION BUILDING: * a �- Width Varies Area x Rainfall x Runoff Factor y Z /�- ( ) Call 852-2100 24 hours in advance 8,050 sf x 2/12 x 1.0 = 1,342 of cZ 017953-1 6 i r Use. 4 - 10' dia x 5' ht Storm Drain Ring = 1,368 of 2 tDSChedUle inspection(s). - - 1,368 of provided > 1,342 of required 'pfD 11R� t❑T ❑ \® ® © `TYPICAL WELL DETAIL C. STORAGE BUILDING: ❑ Area x Rainfall x Runoff Factor 10,408 sfx2/12x10 = 1,735 of _ Use: 4 - 10' dia x 7' ht Storm Drain Ring - 1,916 of - - -- - - S�U /` SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES EAST IRon FRAME AND COVER To GRADE 1,916 of provided > 1,735 of required reject NAD APPROVED FOR CONSTRUCTION ONLY Locvl 4 FINISHED GRADE SITE PAVED AREAS: 9q e> Q c .. R�80 r-I�a.t. ❑ O sYsTE.IVI 1:1V`N(JF / H.S. REFAO. C/0 �qQ-00/3 FLOW�oa3 D. Area x Rainfall x Runoff Factor / , , 2Q• T Area x sf x fall x 0.9 ` 1,800 of Drawn By: %(Sp t TYPE I Fr MH•I Use: 3 - 10' dia x 9' ht Storm Drain Ring = 1,847 of Li_r r Zone eet� zPT EA. 1,847 of provided > 1,800 of required .� This approval is granted for a construction of the sanitary i.; .q.A E. Area x Rainfall x Runoff Factor Checked By: disposal and water supply facilities pursuant to Articles VB and 1 12,285 sf x 2/12 x 0.9 = 1,843 of IJ9 N\ 7 of the Suffolk County Sanitary Coda and is not an expressed Use: 3 - 10' dia x 9' ht Storm Drain Ring - 1,847 of Date: nor implicit a royal to discharge from or occupy the INLET 1,847 of provided > 1,843 of required to /cp /99 \ mP PP 9 PY MIN 9"DIe stmeture(s) shown. THIS APPROVAL EXPIRES THREE (3) CLASS 2AOD PIPE F. Area x Rainfall x Runoff Factor \ Zo e - YEARS FROM INE DATE BELOW. MITERED ITER D MIN 860 sf x 2/12 x 0.9 In 129 of Scale: Use: 1 - 8' dia x 4' ht Storm Drain Ring - 168 of A S NoTBD 168 cfprovided > 129 of required - S1GT'IATURE o G. Area x Rainfall x Runoff Factor Sheet Title: ®tom® ® �`�`"� 860sfx2/12x09 = 129 of 2$ It H ® ®® , Use: 1 168 f providedt> 129 of erequiredrain i 168 of KEY MAP a�ulL.o Ill MAx y°o� H. Area x Rainfall x Runoff Factor \•� 1•/1MJ ��„ ® ®® n;, 675 sf x 2/12 x 0.9 = 102 of SITE PLAN µl AlJ, 2'1.•1•'•+• I�p� ® ® S` Use: 1 - Ellie x 5' ht Storm Drain Ring - 111 of Z "'t�'"' - Cd1�DE EL*44 �jl a, - 111 cf Provided > 102 of required I. Area x Rainfall x Runoff Factor All 8260 sf x 2/12 x 0.9 = 1,239 of '-" ✓ " R N I,r o Use: 1 - 10' dia x 6' ht Settlement Tank (STL) (2,560 gal) �\ s�o•t-tC / N ,it 1 - 4' dia x Z-6" ht Distribution Chamber(DC) Lrrc•I'Al.ly T,e,til itw 3 - 10' dia x 10' ht Storm Drain Ring (SD) =2,052 of - \ Ic• +42,g5 jnI 2052 of provided > 1239 required Sheet No: Basin I', r42,45 ye S IN 413 - 5long trench drains (TD) (CB) 4¢�,Qrlo i,Jo•�eR IE, + 43•Iro F o Fr v 'v I,� 1 -4 45' long trench drains (TD) ELw, + IE +42. 31:o KEY MAP Z' AAI IJ IT tN.o sl to � ill n'l � 2 V1 ' SCALE2FT MIN AOOVE GRDULl ER;; / : 1" = 100'- 0" N�RT/1 _ � DAEUFILE All FAL To eE CLEAN w �� SANL. O GRAVEL TYIaIGaL L6r Gam,N Cy �bOL DETAIL. IN A VI RGINESTRATAII I� c^ L L C• N ,TRD DF 5,110 AND GRAVEL R�