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27452-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28239 Date: 02/28/02 THIS CERTIFIES that the building WINERY Location of Property: 39390 MAIN RD PECONIC (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 85 Block 3 Lot 11.4 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 5, 2001 pursuant to which Building Permit No. 27452-Z dated JULY 5, 2001 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is WINERY AS APPLIED FOR. The certificate is issued to RAPHAEL VINEYARDS INC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-98-0008 08/31/01 ELECTRICAL CERTIFICATE NO. N564662 07/20/01 PLUMBERS CERTIFICATION DATED 06/27/01 EJT PLUMBING Au o '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. 27452 Z Date JULY 5, 2001 Permission is hereby granted to: RAPHAEL VINEYARDS 100 COMAC STREET RONKONKOMA,NY 11779 for CONSTRUCTION OF A WINERY AS APPLIED FOR. THIS PERMIT REPLACES BP#25364 . at premises located at 39390 MAIN RD PECONIC County Tax Map No. 473889 Section 085 Block 0003 Lot No. 011 . 004 pursuant to application dated JULY 5, 2001 and approved by the Building Inspector. Fee $ 7, 273 . 50 Autho i ed Signature ORIGINAL Rev. 2/19/98 ('� Form No.6 ! " '� TOWN OF SOUTHOLD P i 1 BUILDING DEPARTMENT 2VU IM TOWN HALL 765-1802 T z .� TION 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. February 28, 2002 New Construction: g Old or Pre-existing Building: ' (check one) Location_ of property: 39390 Main Road Peconic House No. Street Hamlet Owner or Owners of Property: Raphael Vineyards Inc Suffolk County Tax Map No 1000, Section 85 Block 3 Lot 11.4 Subdivision Filed Map. Lot: Permit No. 27452Z Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval:, Planning Board Approval: Request for: Temporary Certificate. Final Certificate: % (check one) Fee Submitted: $ 50.00 A716 u c jp wt�3 / Applicant Signature . Vf. NYC Uc ,r 833 EJT Plumbing, Inc. 356 Woodland Dr. Brightwaters, N.Y. 11718 Phone/Fax (631) 665-8505 Beeper# (516) 461-0148 June 27, 2001 To Whom It May Concern: This is to certify that Edward J. Timm of EJT Plumbing, Inc. has used lead-free solder on all domestic and potable water lines at Raphael Vineyard, 39390 Main Road, Peconic, New York. Yours truly, Edward J. imm EJT Plumbing, Inc. PLANNING BOARD MEMBERS BENNETT ORLOWSKI,JR. �`t` G.f, P.O. Box 1179 ChairmanC Town Hall, 53095 State Route 25 WILLIAM J.CREMERS y Z Southold, New York 11971-0959 KENNETH L.EDWARDS O yC Telephone(631) 765-1938 GEORGE RITCHIE LATHAM,JR. Fax(631) 765-3136 RICHARD CAGGLANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM �+ 4 � To: Michael Verity,Principal Building Inspector From: Victor L'Eplattenier, Senior Plann Re: Approved Site Plan for Raphael Vineyard Main Road, Peconic SCTM: 1000-85-3-11 Date: February 15,2002 Planning Department Staff made an inspection of the above project on this date. All elements of the approved site plan, including the handicapped parking spaces and required logos, on a paved asphalt pad in the appropriate location, have been completed. In addition, the outdoor lighting has been modified to reduce the intensity and minimize the amount of light shining onto Rt. 25, and within the site itself. Since all conditions have now been met, the Planning Board recommends that a final Certificate of Occupancy be issued. THE NEW YORK BOARD OF FIRE :'UNOERWRITERS PAGE 1 1045026 BUREAU OF ELECTRICITY 40 FULTON STREET, NEW YORK,NY 10038 Date JULY 20,2001 Application No. on file 1...:,•. ,::. '.,.'e'i> N 564662 THIS CERTIFIES THAT PERMIT NO. 25- { 5.,2 CQ Z.02 1)?9 only the electrical equipment as described below and introduced by the applicant naI IN on the above application number is hrUe premises of RAPHAEL VINEYARD, 39390 MAIN ROAD, SOUTHOLD, NY in the following location; ® Basement ® lst k ❑ 2nd Fl. OUT Section Block Lot was examined on JULY 06,2001 and found to be in compliance with the National Electrical Code., FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS INCANMCENJ FLUORESCENT OTHER AMT. K.W. I AMT. I K.W. AMT. K.W. AMT. K.W. AMT. N.P. 228 65 35 158 52 18 2 1. DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL RECPT. TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS AMT. K.W. OIL X.P. OAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. N.P. NO.OF FEET SYSTEMS AMT. WATTS 9 F 1 - 12 16 600 SERVICE DISCONNECT NO.OF S E R V I C E METER NO.OF CC COND. A.W.G. A.W.G. A.W.6. AMT. AMP. TYPE EQUIP. 10 2W If JW J 0 JW 3/4W PER• OF CC.COND. NO. HI-LEG OF HI-LEO NO.OF NEUTRALS OF NEUTRAL 1 800 SW 1 X 2 500 2 500 OTHER APPARATUS: PADDLE FANS F-4 EMERGRENCY PACKS-10 EMERGENCY EXIT COMBOS-15 ` 25 HP REFRIDGERATION CHILLER-1 . 1 , 5 HP ELEVATOR-1 V BLOWER-1 1.5 HP EJECTOR PUMP-1 GARAGE DOOR-1 REFRIDGERATION BLOWER-1 L L <<< Continued on Page 2 >>> GENERAL MANAGER Per ThIS cerNflcate 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 F4,1.- XOERWRITERS PAGE 2 1045026 BUREAU OF ELECTRI " 40 FULTON STREET, NEW YORK, NW►10038, Date JULY 20,2001 Application No. on file - Y N 564662 THIS CERTIFIES THAT PERMIT NO. 4&3ft a 7 L/ a__' only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of RAPHAEL VINEYARD, 39390 MAIN ROAD, SOUTHOLD, NY in the following location; ® Basement ® lst FL ❑ 2nd Fl. OUT Section Block Lot was examined on JULY 06,2001 and found to be in compliance with the National Electrical Code. FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS INCANDESCENJ FLUORESCENT OTHER AMT. K.W. AMT. 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. OIL X.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. H.P. NO.OF FEET AMT. I WATTS SERVICE DISCONNECT O.O S E _R V 1 C E AMT. AMP. TYPE EQUIP. 1 Z1Y 1 0 JW JW 4W NO. CC COND. A.W.G. NO.OF HI-LEG A.W.G' NO.OF NEUTRALS A.W.G. PER 0 OF CC.COND. OF HIAIG OF NEUTRAL OTHER APPARATUS: 100 A TRANSFER SWITCH-1 MOTORS:1-25 H.P. ,1-5 H.P. ,1-1.5 H.P. ,3-F H.P. PANELBOARDS:1-42 CIR. 400,1-42 CIR. 300,3-42 CIR. 2�V PANELBOARDS:2-30 CIR. 100 G.F.C.I:-17 L TIMOTHY DUNN LIC.#3014-1 P.O.BOX 818 GENERAL MANAGER COMMACK, NY, 11725 Per This certificate must not be altered in any manner;return to the office of the Board it Incorrect.Inspectors may be Idtntifled by their credentials. M MW COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE „MjJST NOT BE ALTERED IN ANY MANNER. 06/22/01 10:32 0516 661 8269 IRA HASPEL AIA 444 PETROCELLI 9001/001 IRA HASPEL ARCHITECT, P.C. 126 EAST MAIN STREET,BAY SHORE,NY 1171 PHONE; (631)685-7525 Fax:(631)665-7595 June 21,2001 Building Department Town of Southold 53095 Main Road Southold,NY 11791 RE: Raphael Vineyard Permit#25364Z To Whom It May Concern: I have made onsite inspections through the course of construction for the above referenced project and find that the construction meets or exceeds the requirements for its intended purpose and is in conformance with the construction documents. If there are any questions,please call. Sincerely, 1 IRA HAS L,ARCHITECT P.C. cc: Jack Petrocelli Z-.khidnX hAK10.%4rM101-mphftwoc, NORfN FORK Of LONG ISLAND July 3, 2001 via fax&mail(631)852-2092 Suffolk County Dept. of Health Services Bureau of Wastewater Management Suffolk County Center Riverhead,NY 11901 Attention: Craig Knepper Re: Raphael Vineyard Peconic,New York Public Water/Well Water Dear Craig: Raphael Vineyard will hook-up to the public water system within the next six (6) months. It is our understanding that Raphael Vineyard will utilize the well,as approved at this time. In addition,Raphael Vineyard will comply with Suffolk County Water Authority,as required. Sin JohO . Petrocelli, Sr. J / cc: Bob Farmer(Board of Health—Hauppauge,NY) Aldo Andreoli, P.E. 39390 MAIN ROAD POST OFFICE BOX 17 PECONIC. NY 11958 CONTRACTOR'S MATERIAL & TEST CERTIFICATE FORABOVEGROUND PIPING PROCEDURE Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners and contractor. It is understood the owners representative's signature in no way prejudices any.claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. PROPERTY NAME DATE 7/03/01 Raphael Vinyard PROPERTY ADDRESS Main Road S . R. 25 Kings Highway South Hold, NY ACCEPTED BY APPROVING AUTHORIITY('S)NAMES Town Of South Hold ADDRESS PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS L?YES ❑NO EOUIPMENT USED IS APPROVED IF NO,EXPLAIN DEVIATIONS AYES ❑NO HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EOUIPMENTI E)YES ❑NO IF NO.EXPLAIN INSTRUCTIONS HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS ®YES ❑NO AND NFPA/3A BEEN LEFT ON PREMISES? IF NO.EXPLAIN LOCATION SUPPLIES BLDGS. OF SYSTEM Entire Bldg. MAKE MODEL YEAR OF ORIFICE. QUANTITY TEMPERATURE TU MANUFACRE SQE RATING Central A 1 9 9,9s.; - SPRINKLERS Cent ra 1 H 1999 I 18 1650 PIPE CONFORMS TO N F P A 1 "t STANDARD a ❑YES ❑NO PIPE AND FTTTIN(iS CONFORM TO N F P A 1 3 STANDARD OYES NO FITTINGS IF NO, EXPLAIN ALARMALARM DEVICE MAXIMUM TIME TO OPERATE TFIROiZ14 TEST PIPE -VALVE TYPE- -_ MAKE... IMODEC {KMIN;g; SEC. OR FLOW .- INDICATOR pot r VSR-T - .... DRY VALVE O.O.D. MAKE MODEL SERIAL NO. MAKE MODEL' SERIAL NO. TIME TO TRIP WATER AIR TRIP POINT TIME WATER ALARM REACHED OPERATED THRU TEST PIPE PRESSURE PRESSURE AIR PRESSURE TEST OUTLET PROPERLY DRY PIPE MIN. SEC. PSI PSI PSI MIN. SEC. YES NO OPERATING TEST WITHOUT O.O.D. N .A WITH O.O.D. IF NO, EXPLAIN OPERATION ❑PNEUMATIC ❑ELECTRIC D HYDRAULIC PIPING SUPERVISED 1:1 YES ❑NO DETECTING MEDIA SUPERVISED DOES VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL STATIONS? 1:1YES ❑NO IS THERE AN ❑YES ❑NO DELUGE 6 ACCESSIBLE FACILITY IN EACH GRCUIT FOR TESTING? IF NO, EXPWN PREACTION VALVES ❑YES ❑NO MAKE DOES EACH CIRCUIT OPERATE DOES EACH CUX>Jff MAXIMUM TIME TO MODEL SUPERVISION Loss ALARM OPERATE VALVE RELEASE OPERATE RELEASE NA YES NO VES NO YES NO HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 psi (13.6 bars) for two hours or 50 psi (3.4 bars) above static pressure in excess of 150 psi (10.2 bars) for two tours. Differential dry-pipe valve clappers shall be left open during test to prevent damage. All aboveground'piping leakage shall be stopped. TEST FLUSHING: Flow the required rate until water is clear as indicated by no collection of foreign material in burlap bags at outlets such as DESCRIPTION hydrants and blow-oft. Flush at flows not less than 400 GPM (1514 Umin) for 44nch pipe, 600 GPM (2271 Umin) for 54nch pipe, 750 GPM (2839 Umin) for 6-inch pipe, 1000 GPM (3785 Umin) for 8-inch pipe, 1500 GPM (5678 Umin) for 10-inch pipe and 2000 GPM (7570 Umin) for 124nch pipe. When supply cannot produce stipulated flow rates, obtain maximum available. PNEUMATIC: Establish 40 psi (2.7 bars) air pressure and measure drop which shall not exceed 1-1/2 psi (0.1 bars) in 24 hours. Test Pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed 1-1/2 psi (0.1 bars) in 24 hours. ALL PIPING HYDROSTATICALLY TESTED AT 2 0 0 PSIFOR 2 HRS. IF NO, STATE REASON DRY PIPING PNEUMATICALLY TESTED 1 I YES ❑NO EQUIP%EADIN T OPERATES PROPERLY KIYES ❑NO ADING OF GAGE LOCATED NEAR WATER SUPPLY TEST PIPE RESIDUAL PRESSURE WITH VALVE W TEST PIPE OPEN WIDE TESTS STATIC PRESSURE 65 psi 5 0 P� erground mains and keWWn conttactlana to system risers shall be flushed before connection made to sprinkler piping. Y COPY OF THE FORM NO. 858 ❑YES EINO OTHER EXPLAIN BY INSTALLER OF UNDERGROUND ' PIPING El YES 0 N By Others BLANK TESTING ED LOCATIONS GASKETS NUMBER REMOVED ING YES NO IF YES . . . DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY OYES ONO WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR,7 WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN ❑YES ONO COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-37 DO YOU CERTIFY THAT WELDING,WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY ❑YES ❑NO CONTROL PROCEDURE.-TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? _ HYDRAULIC NAMEPLATE PROVIDED _.: .. IF NO.EXPLAIN DATA NAMEPLATE ®YES ONO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS > NAME OF:SPRINKI.M CONWIR Rm - Fire Spq, ir3k'ler Associates SIGNATURES FOR - TESTS WITNESSED BY TITLE DATE FOR R NED) n--nQQE TE ADtxT1ONAl ExPLANA 'IVO viJ pZRO � O r 85A BACK PLANNING BOARD MEMBERS �pSlIfFU(/-c BENNETT ORLOWSKI,JR. �� O�j Town Hall, 53095 State Route 25 Chairman = y1 P.O. Box 1179 WILLIAM J.CREMERS y = Southold, New York 11971-0959 KENNETH L.EDWARDS Telephone(631) 765-1938 GEORGE RITCHIE LATHAM,JR. y O�� Fax(631) 765-3136 RICHARD CAGGIANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD TO: Edward Forrester, Director of Code Enforcement FROM: Robert G. Kassner, Site Plan Reviewer RE: C. O. Inspection Raphael Winery Main Road, Peconic SCTM# 1000-85-3-11 DATE: July 2, 2001 Planning Staff made an inspection of the above project on this date. All elements of the approved site plan have been installed except the handicapped parking. Mr. Petrocelli stated he had over looked this item and he would install a compacted surface with the appropriate logo and signs. The Board recommends that a temporary Certificate of Occupancy be issued. Power Supply Calculations Notifier System 5000 Fire Alarm Control P a' g Page 1 of 2 Project Information Protected Premises Property Rafael Vineyard Date: 01/17/2000 Address Rte 25 city Peconic StaA NY Zip Note prepared By Electronix Systems CSA Inc Phone 631-271-4000 Address 1555 New York Ave City Huntington Station State NY Zip 11746 AC Branch Current 1,8 Amps 0 120 VAC: The amount of AC current that must be supplied by the source to power Maximum allowable AC branch current: 20.0 the fire alarm system. Primary Standby Load 0.372 Amps The MPS-24A can supply up to 3 amps of current Current Load on the Primary Power continuously while the panel Is in Standby. Supply during non-alarm conditions. Primary Alarm Load 2.091 Amps The MPS-24A can supply up to 6 amps of cement while Current Load on the Primary Power the panel Is in Alarm. Supply during an alarm condition. Secondary Standby Load 0.412 Amps The amount of power that must be supplied by the batteries during for Hours non-alarm on' = 9.89 Standby AmpHours Secondary Alarm Load 2.131 Amps The amount of power that must be supplied by the batteries for 0 Minutes during an alarm condition. Alarm AmpHours 10.07 Compensation for non-linear discharge characteristic: X 1.2 Total AmpHours: 13 Battery Selection Q Two 0 Four(two 12V sets in parallel) Battery Charger This system will charge Its batteries with the following supply: (0— 14PS-24A (— CHG-120 Remote Battery Charger Device Current Draw Quantity x(device current draw) =total current draw per device(in arrlps) Protected Property: Rafael Vineyard Page 2 of 2 Part Number Primary Non-Alarm Primary Alarm Secondary Mon-Alarm Zones (16x0.00000)=0.00000 (16x0.00400)=0.06400 (16x0.00000)=0.00000 MPS-24A (1x&.06400)=0.06400 (1x0.06400)=0.06400 (1x0.10400)=0.10400 IMACT (1x0.04000)=0.84000 (1X0.10000)=0.10000 (1x0.04000)=0.04000 CPU-5000 (1x0.03100)=0.03100 (1x0.22300)=0.22300 (1x0.03100)=0.03100 IZM-8 (2x0.04700)=0.09400 (2x0.04700)=0.09400 (2x0.04700)=0.09400 AFM-16AT (1x0.04000)=0.04000 (1x0.05600)=0.05600 (1x0.04000)=0.04000 DH100P Two-Wire, Low-Profile Duct S (8x0.01200)=0.09600 (8x0.01200)=0.09600 (8x0.01200)=0.09600 SD-651 Conventionat Photoelectric De (70x0.00010)=0.00700 (70x0.00010)=0.00700 (70x0.00010)=0.00700 P241575 Horn Strobe, 24 VDC, 15/75 (13xD.00000)-0.00000 (13x0.09500)=1.23500 (13x0.00000)=0.00000 5241575 Strobe, 24 VDC, 15/75 cd (2x0.00000)=0.00000 (2x0.07600)=0.15200 (2x0.00000)=0.00000 Totals: 0.372 amps 2.091 amps 0.412 amps 1) Selection of the MMX-2 includes maximum current allowed for conventional,2-wire smoke detectors(0.002 amps). 21 Primary Non-Alarm=Current draw while running on AC and under w normal system-condition;Pr1mary Alarm-Current draw while 14 C. August 11, 1999 B-100 NOT 1 F1 E R® System 5000 FIRE SYSTEMS Fire Alarm Control Panel L. A PITTWAY COMPANIY Section: Conventional Fire Alarm Control Panels GENERAL MEA The NOTIFIER System 5000 fire alarm control panel is a �` @F M mufti-zone unit designed for maximum flexibility and ease ® 290-91-E of installation. The microprocessor control and modular OQ1A7.AY BSA @ A �a7Acx ctiort enables eta eonftgum the system to Meet 5635 CSSB their precise requirements. Field programmability simpli- CS702 California 578-81-SA fiies initial installation and allows quick updates to meet fu- State Fire ture needs Cite Of Marshal Chicago 7165-0028:144 The center of the system is the Central Processor Unit 7170-0028:154 (CPU-5000)module,which monitors and controls up to 15 other modules. The modules may provide conventional (zone) circuits, or addressablefintelligent points, or a mix of conventional and intelligent points. Internal communications are accomplished over a high- - r speed serial data bus. Each module on the bus is auto- t matically addressed,supervised and controlled by the CPU- 5000. FEATURES • Large conventional system capacity: Up to 120 Style B _ or Style D(Class B or A)alarm initiating circuits. • Addressable Intelligent Module(AIM-200)for connection of intelligent detectors,addressable pull stations,and ad- dressable relays. • Voice alarm and firefighter's telephone options. • EW-485 serial for high-speed a port g peed data communication with remote devices such as ACS annunciators and AMG r Audio Message Generator. May be used for remote manual control of relays in System 5000 panels as well as remote acknowledge, signal silence, system reset, drill,and evacuate. Annunciate up to 256 points,includ- ing intelligent detectors, from one AIM-200 module us- ing LCD-80 display. • Custom serial annunciators available from several sources using LDM series modules. • Walk Test feature for single-person test of the system. The Systartl MW Includes special zone-change audible indication and (shown in CAB-C3 cabinet) zone-trouble indication. Any number of zones may be . Two-stage Alert/Evacuation option meets Canadian and selected for walk test,with remaining zones provid- U.S.requirements. ing full fire pmiection. • March Time or T Code selectable • Alarm verification, programmable per zone, with auto- emporat per output cir- ma0c discrimination between smoke detectors and con- coit• tact devices. • Releasing service capability with selectable time delays, . Field programmable with separate access for initial sys- abort circuit,and manual release, tem programming and system program changes (sys- • Multiple hazard releasing capability. Four(4)cross-zone tem has automatic default programming to general circuits per module. alarm). • Pre-signal capability with selectable time delays and Posi- • Multiple passwords and a special programming key are tive-Alarm Sequence(PAS ,per NFPA72-standards. used to ensum the integrity of the field program informa- tion. This document Is not intended to be used for installation purposes. We try to keep our product Information up-to4ate and accurate. We cannot cover all specific applications or ISO-MI anticipate all requirements. All specifications are subject to urge Wt out notice. For Engineering and Manulachiring more information,contact HOW ER Phone:(203)484-7161 FAX:(203)484-7118 Quality System Certified to Im l" N OTI FI E W One Fre-Lite Place,Northford,Connecticut 06472 International Standard k90-9001 Made in the U.s-a DNA — Page 1 of4- w • AN initiating and notification circuits are power timited. CPt 4MW. tndudestwo Notification Ap- • Optional zone coder hardware(UZC-256), postive non- pliance Circuits; alarm and trouble relays; m interfering successive. remote station and master box transmitters. o • Remote"All Call"page option (RP.[-1). mun+eates w up to 15 mod- • Resound-of subsequentalamms,troubles,or supervisory utas;any mix of ed t ICM,GRM.TCM,AIM, o 0 (AEM-2Qtt is!united to xII)and VCM signals,-each-with a distinct focal audible indication_ • Eadtinitiatingzone may be programmed-for NonTW,.Wla- terAw Supervisory operations,-or non-alarm conditions. • Each-circuit is provided with a-multifunction switch-used for programming circuitenable/disable,DisplayProgram MRS-g; { Zone Module, provides (Input/Dutput Map)and manual on/off control of all Out- eight (&}Style g(Class By alarm initiating put circuits. zones(includes ELRs and-slide-in labels). 9f-NOT-1 • Non-Marr point selection for monitoring of lower-prior- FJ_Io0 tty,non-fine SlgnalSr Silence inhibit timer option with selectable-times. 0B7ab=JWnf • Enhanced real-time-memory checking • 255 event history tog stored in nonvolatile memory. • Labels maybe easily inserted to provide identification of _ «: Initiating Zone Expander, converts all circuits. t•�1 ; t 1ZM4 to,eight Style D(Class A)alarm initial- • Removable termleat blocks are provided for ease of in- "mg (maximum of one per IZM-8). stallation and service. • Nonvolatile memory retains program information even with total Ices of power. Automatic memory checks verify AINkW0. Addressable Intelligent Module integrity. for System 5000. Monitors and controls up • Optional auxiliary power supplies available to provide ad- to 198 devices including ionization,photo- ditionatpower for Audible-Visual alarm in ng devices. electric, thermal detectors, duct detectors, • Auto-silence option(alarm cutout)with selectable timesmonitor modules,and control-modules. In- Trouble and alarm reminder option. stall in any module slot Up to 10 AIM-200s U"200 may be msWW. AlM-200 features detec- • Tomado waming_option sounds different code. for sensitivity display/adjust, and mainte- a • Initiating,zonesinay be programmed to act as Acknowl- nance alert. edge,Silence,or Reset controls. ICK-4 tndicating,Circuit Module provides • Optiona[80 dmmcterr liquid cxjtstaldgAay(LCD-80)- In- Rw Styie Y or-StjrleZ atarm Notification Apr . dudes-remote printer mtedace. pliance Circuits, Maximumsignaling current Netwoding-option withNaTIFIER AM2020 or AFP kOt0. is :O amps-per circuit or Er Q amps per mod- ® " Catifomia code optim. ute, subject to-power supply limitations(in- Extensive transient protection. dudes auxiliary power harness, ELRs and slide-in labels). Includes ON/OFF controls § �' p� and ON/OFF LEDs. 'rhe Sys500(f complies with the following standards: • NFPA 72 Local, Auxiliary; Remote Station, and Proms OM yid ICES tndicating Circuit Expander,expands etary Protective Signaling- Systems and Central Staborr ICM- to provide.a total of eight(8)Style Y or Signaling Systems. —_ _ Style.Z alarm Notification Appliance Circuits. s Circuit ratings are same as ICM-4(maximum AGING UNFIK" e r of one per ICM-4). May also be used to add See-d *stpage of this catalog sheet for listing agencies �= four Notification Appliance Circuits to VCM-4. and file numbers. These listings-and approvals apply to the-basic System 5000 control panel. In some cases,cer- tain-modules may not be listed by certainapprovalager CIIW4 ,@ cies, MM _or listing may be pending- Consult factory for latest Control Relay Module, four (4) listing status. Form-C relay contacts,fated at 5.8_A, 120 W__JW_J VAG or 28 VDC (resistive)per zircuit. In- PMD= LM- f dudes manual.ON/OFF conhxft and LEDs. BE4WW. Base Equipment for System 5000. Includes CPU-5000,CHS-4 chassis, PK 1 key,labels, BP-3 dress panel,basic cables,manual,and miscellaneous hardware. CR6 4 Control Relay Expander, expands Order power supply, cabinet and circuit modules sepa- CRM4 to provide a total of eight(8)Form-C rately. qui V I relay contacts(maximum of one per CRM-4). 13164000AA: Base Equipment for use with CAB-AA. In- May also be connected to add four relays to odes CPU-5000;PK1 key,[abets,cables,manuals,MPS- ° 1CM-4,TCM-2,TCM-4,or VCM-4. 248PCA power supply,and 4000TA transformer. Page2W4:— DN4 ARM-4: Auxiliary Rehr Module,four(4) MPM 2: Main Power Meter kit Fom-t-C relays controNed by a relay mod- -- for MPS-24A only. Includes bat- ule(CRM-4 or CRE-4). N_O.contacts rated ++ - tery voltage and charging cur- 20 amps, N.C. contacts rated 10 amps at rent meters, mounting hard- D71&TW2'"'" 125 VAC and 30 VDC(maxirnum of one for . ware,and cable. each CRM-4 or CRE-4). APS-61R. Auxiliary Power Supply(ex- ° pander) Provides up to 6.0 amperes ��e• of regulated power for compatiblenob- TCM-2: Time Control Module used for single-hazard re- fication applianoecircauits: Includes bat- lease and pre-signal alerttevacuate applications. Release te 'inputandtransfer n3ta}�AC circuit mode includes: single or cross-zone;abort circuit~two so- breaker,-ovetc ument prokzVon. Mounts o o Qoa lenoid circuits;warning bell circuit with triple-code option-, on one of four positions on a CHS-4L o countdown time Pr 1 ion includes or CHS-4- chassis clsplay. esgna-opt' p''r'g'an'- mabte timer,evacuate,and alert manual controls. tJZC-M: Programmablegal TCM-4: Time Control Module used for Universal Zone Coder pro- :- oil multiple-hazard releasing service or two- e a vides positive non-interfering #►) 01 successive zone coding. Mi- �� - - stage alert/evacuation. Release mode pro- M vides four independent release circuits o 0o aoF Ocessor-controlled,field- � e I - each with programmable crass-zone,de- programmable from IBM-corn- i lay timer,and soak bitter. Two-stage alert/ b ti patible PC's.(requires optional 0704==,M,,, evacuate mode.provides four independent gVJF6T—j programming kit). (See UZC-256 data sheet.) circuits, meeting Canadian two-stage re- LCD 80: Liquid Crystal Display mounts in 5000 cabinet quirements;wift one-minute timer,menu= or up to 6,000 ft. (1828.8 m) away. Displays up to 256 at alert, and alert-hold_ points,including AIM-200 points. EIA-232 interface for40- or 80-column printer. Field-programmable via CRT or PC. (See LCD-60 data sheet.) NIBdO In Network Interface ACS: AnnunciatorConhnl Modules ACM-16AT,AEM-16AT, tem 5000 operatea as a slave Board. Installed make Sys- r ■a - ACM-32A,and AEM-32A (See ACS data sheet.) � to AM2020 or AFP1010 (see AFM: Annunciator Fixed Modules AFM-16A,AFM-16AT, N!8-96 data sheet). o o - and AFM-32A. (See AFM data sheet.) L W_ Lamp Driver Modules LDM-32,LDM-E32,and LDM- For lecke and Te►ephone options, see VAS-5000 data R32. (See LDM data sheet.) sheet. ACM R Remote Relay Module with eight Form-C con- MPS-2": Supplies the tasietracking eight zones Can be located up to 6,000 ft. regulated power needed to run .' . r (1828.8 m from rel on four wires. Pa a full-size System 5000. Also ;, 7 �.°°,° RPT-485: Repeats EIA-485 over twisted-pair or converts supplies up to 3.0 amps of ° to fiber-optic medium. (See RPT-485 data sheet) regulated notification circuit O° O power,permitting the use of a ° CHS-r4: Chassis for mounting variety of standard ULAsted 24VDC notification appliances. up to four APS-6R. High efficiency,switched regu- s 0 5 lation technology is used. Up to 1.0 amp of resettable power is available for four--wire smoke detectors. Power limited : Expansion Chassis. -Mounts up to four mod- per UL 864 requirements. Integrat charger for 9 to 60 AH ules. Includes CHS-4, MP-1 (Module Dress Panel), and lead-acid batteries Expander Ribbon Cable. MPS-2i*B: Supplies the regulated power needed to run %VWMFVU) » a CAB-A3 size system plus 2.0 CHS-4 : Low chassis forAPS- amps of RMS regulated notifi- 0 0 -, 6R power supplies or VAS-5000 cation circuit power and 200 O5 voice components. mA of regulated power for 4- ' 5252Ct a wMf wire detectors and annuncia- tors. For supply boding limi- DP-1: Dress Panel,cover plate ` tations, see manual (doc. no. S for CHS-4 which contains only 15583). Integral charger for 7.0 AM to 12 Ali batteries: APS-6R power supplies or AA- EF13-4: Earth fault board for MPS-24B(not needed for 30 or AA-120 amplifiers. + MPS-24A). Order if AIM is used and sensitive earth fault detection is required for MMX/CMX module zones. Not SWI Blank Module;cover plate for one unused module required if MMXtCMX modules are not used. space. DNA — Page 3 of 4 CAB-A& Mini-enclosure nounts CPU and up to two ad- CON$'1'RUCTION ditional modules. Each module consists of one or two printed circuit cards CAB-A& A-size enclosure (space for one chassis)that mounted to a panel with integral tactile feedback membrane includes a DR A3 door and SBB-A3 backbox(20-1/8"High switches. Windows in the membrane switch panel allow x 24-1/8"Wide x 5-5/32"Deep;511.175 mm H x 612.775 for viewing of the status LEDs. Sfide4n pockets allow the mm W x 130.969 mm D). insertion of descriptive labels for the nodules(label win- dows are 0.875"[22.225 mm}ti x 0.975"[24.765 mm]W). CAB433: (pktured at uhf) B-size Each module mounts to a chassisby means of two captive enclosure(space for two chassis}that screws. Removable terminal blocks are provided for con- includes-a DR>113 door and SBB-B3 nection of field wiring. backbox(28-518" H x 24-1/8" W x The IMPS series Main Power Supply mounts in the lower- 5-5132"D; 727.075 mm H x 612.775 left corner of the enclosure. Space is provided next to the mm W x 130.969 mm D). power supply for up to 25 Amp-Hours of sealed electrolyte batteries. The Central Processor Unit(CPU-5000)module monitors CAB-C& E=size enclosure(space three chassis and controls up to fifteen initiating, indicating and control (sRace )than modules, which may be mounded-in up to four CHS-4M includes a DWC3 door and SBB-C3 backbox(37-114"H x Chassis Assemblies. APS-611 power supplies may be sub- 24-1/8"W x 5-5/32"D,946.150 mm H x 512.775 mm W x stituted in module positions, or mounted below a single 130.969-mm-D). (not-expanded}module- CAB-M: odule_CA$M D=size ensure(space forfaur chassis)that A key-Cocked hinged door enclosure is offered in four sizes. includes a-DWD3 door and SBB-D3 backbox(45-T/8"H x The door is providedwith a window that allows for viewing 24-1/8"W x 5-5/32"D;1165.225 mm H x 61-2.775 mm W x of the modules with the door closed_ The door assembly 130.969 mm D). separates from the bald=to allow easy installation,and may be hinged right or left. NOTES: ELECTRICAL SPECIFICATIONS 1) Standard cabinets are NOTIFIER gray with a blue LEXAN�window. Red versions are also available (con- • Primary input power, 120 volts,.50/60 HZ,2.4 amperes rad factory). maximurm(optional supplies and voice amps require ad- 2) The NOTERSystem 5000 can be specW-ordered in Primary current). mar IFI an industry-standard 19" (482.6 mm) rackmount version. '�` 240 volts'50/60 Hz as an option. Add`E` Contact NOTIFIERforoptions and availability. to MPS part number(example: MPS-24AE). • Ground fault detection. • Low primary AC input power supervision with brown-out indication. • Supervised standby batteries. USER MANUALS hstattation,Operation,and Programming Manuals are pro- vided with each System 5000. ARCMITECTURIW ENNNEERINO SPECIFICATIONS Specifications on the System 5000 are included in NOTIFIER's Specl•FireT*WlodowsIDbased software util- ity. SpecrFire leads the operator through point-and-click menus, selecting the appropriate_project needs and pro- viding the specification in text format. Page 4 of 4 DNA Ockdw 24, 1937 D-160 UDACT & KOYIFIF.W Unliversal Digital Alarm A Pittway Company Communicator Transmitter Section: Annunciator Control Systems GENERAL INDUSTRY California The Universal Digital Alarm Communicator Transmitter �( 0 (91 State Fire CANADA (UDACT) is designed for use on the NOTIFIER AM2020, Marshal 2132 6030 A AFP1010,AFP-400,AFP-300,AFP-200,System 5000 and 7300-0028:174 System 500 Fire Alarm control panels. In addition, it is 5635 CS100 also designed-fer use ort the Intelligent Network Annuncia- FCC Vol.VI l for(INA), software release 2.8 or higher. When used in conjunction with the INA,the UDACT can report the status A--E of all control panels on NOTI*FIRE•HETTm. The UDACT transmits system status to UL listed Central Station Re- MEA PW mh=- ceivers via the public switched telephone network. 328-94-E 0O 0'0 E= U Z., The UDACT is Impact in size and maybe mounted exter- nally in a separate cabinet EIA-485 annunciator commu- nications bus and regulated 24 volt connections are re- quired. 1 ZOA4.AY The UDACT is capable of transmitting the status of soft- (with Ademco 685 only) opoN 0GOW R& ware zones (Alarm and Trouble), System Trouble, Panel ® Df"-M C)IM°" Off-Normal, Supervisory, Bell Trouble, Low Battery, ando 0 AC Fail. When used with the AFP-200,the UDACT trans- ®® ABS-8R F-100093 mits up to 89 zones; with the System 500, all 16 zones; and with the System 5000,all 120 zones. When used with ' •• remote O F 0 the AFP-400,the UDACT is capable of reporting up to 567 0 mourning points;with the AFP-300,up to 375 points. Reporting may ,. (9.94"H x GI Q Me be in the form of software zones(99 plus 16 special),panel 4.63"W x P0 (1e=I 0 circuits 1.4, panel output modules 1-64, and 192 points Q 2.5'D) l! o $�- per SLC loop (the first 96 detector and 96 module ad- dresses). A When the UDACT is used with theAM202(TorAFP1010,it - Independent zone trouble. UDACT is capable of reporting up to 2,040 points Reporting may - Independent zone supervisory. be in the form of software zones(up-to 240)or 60-zones - AC(mains)Power Loss(programmable). plus up trx 198(?intelligent points The ftrst568 points tram- - Low Battery and Earth Fault mittedmaybe programmedforavadetyoftypes,induding - System Off-Normal. fire, waterflow; supervisory, etc- Remain-ing points-trans- - 12 or 24 hour test signal. mitted are for fire alarm only. - Abnormal Test Signal per new UL requirements. - EIA-485 Communication Bus Failure. NafE: Descripfionsrega�mgpoirrtcapaeifj,bst5edabove; . Annunciation ofiJOACTTroublesinduding: lossc#phone are for receiverswhich-receive in AdsmcaCoohcl/D forte tines,communication failure with either Central Station, met See charE on page 2 for codtj7a56/e reraeits_ total conirnunications failure FEA URIES - TroubleshootMz deconverts keypad to DTMF touchpad. • Dual phone lines. • Individual LEDs for: Power,EfA-485 Loss,Manual Test, • Dualtelephone line voltage detect- Kissoff,Comm Fait,Primary Line Seize,Secondary Line • Surface Mount Technology_ Seize and Modem Communications. • Compact in size-- 6-75"x 4-25"- Open CollectorrelaydrlverforTotal Communications Fail- ure or UDACT trouble. • Built-in programmer- • Real-time cock. • Built-in-4-character red 7-segment LED display- • Manual Test-Report function- ` Extensive transient protection. • Manual Transmission Clear function ` S-ample EIA-485 interface to host panel. • Mounts irta separate enclosure(ABS-811 or UBS-1)- Alf USTIN" AND APPALS • Communicates vital system status incliud� Seeaboaelbrirftag&xwand bmx#ers. lnsi mecmes,retain - Independent zone fire alarm. modtiesmaynotbebtedbycmfainaA=WagenmA orlistingmay - WkIleridentzone:non-fire alarm. be:kpvam ' irylarlailestfing staters. This document is not intended to be used for installation purposes. We try to keep our product information up-4o-date and accurate. We cannot cover all specific applications or ISO-0001 anticipate all requirements. All specifications are subject to change without notice. For Engineering and Manufacturing more information,contact NOTIFIER Phone:(203)484-7161 FAX:(203)484-7118 Quality System Certified to mg i•J NOTIFIER• 12 Clintonville Road,Northford,Connecticut 06472 Intemational Standard ISO-9001 mads in the USA DN-4867 — Page 1 of 6 INSTALLATION ORDERINO INFORMATION When used with dw AFfl-200, the UDACT mounts in the- UDACT Universall1gol Alarm Communicator Trans- ABS-8R or UBS-1 backbox. When used with the System mitter. Includes operating instructions,pro- 5W,die-UDACT can mount in the CA8-500 far back(nor gramming inactions and mounting hard- mally NIB-96)position. ware. When used with die System 5000,d1e UDACT can mount MCBk a DACT phone cord, seven feet long (two re- in any far back(front module with expander allowed)posi- quired). tion of the GHS-4-chassis. A 5411 Merta,enclosure for externally mounting When used with the AM2020,AFP1010,AFP-400,or AFP- UDACT up to 6,000 ft.from host FRCP. 300, ft UDACT mounts in a CHS-4 or-GHS-4L module USS-1- Metal enclosure. Includes viewing window position. and optional relay mounting capability. In all cases dw UDACT can mount remotely(up t x6,000 MR-tNX SPDT Fornf�C relay. Contacts rated for 10A ft)in an ABS-8R or UBS-1 backbox. @ 115 VAC. Connects to open collector re- NOTE: Due to space-considerations,the far,back of ther CAB. lay driver. 500 position is NOT recommended. INR-2011C DPDT Two Form-C relays. Contacts rated - ON-FORMAN for 10A @ 115 VAC. Connects to open cal- - leer relay driver. • 3+1 Standard * 4+1 Standard - 4+2 Standard FBD-1 Ferrite bead kit. Use for remote mounting • 4+1 and 4+2 Ademco Express Ademco Contact ID only. NOTE: Ademco Contact 0-must be used for independent zone reporting. ELECTRICAL SPECIFICATIONS REQI/IRED � Standby current: 40 mA. AFP-200r English EPROM'=73609(or highery Current while communicating: 75 mA. AFP-200 Spanish-EPROM"=73618(or-higher} Maximum current-while-communicating and with open AFP-20D-French EPROM*=73617(or highery collector output activated: 100 mA. AFP EPROM'=#AFP4R20(or higher) Voltage: Regulated 24 volts,. Range: 21.2 to 28.2 volts. System 500 EPROM*=73611 (or higher) Omer R System 5000 EPROM*=73640(or higher) Format# star m trelferrr OW sera SLF-Card AM2020tAFP1010*=Release 6.6(or higher) Mmm KNW Joao m MndIls = XW Ws AFP-300/AFP-400=ALL (Addmsan-1t3&44 6001 deco rA cue taz M M M *Presently,the UDACT is not capable of A-C. a 4+1 Ademeo-Es we ✓ ✓ Farb delay (per 1993 NFPA standards) when 1 4+2 Ademco Egress ✓ ✓ ✓(8 used with the AA Series Amp Transponder AVPS Power Sopply,or the XP TranspatdeTransponder2 3+1/S W18f)Qr"a ✓ se(2) me 6e(4) ✓ W0,15) se TYPE MODE FRATYRE 3 (NOT USED) (Ademco Contact ID format only) Use Type 4 3+1/SbrdaWI90011400 ✓ be(2) 1 be(4) ✓ ✓ be Mode to identify reports to Central Station as: tr USED) • Fuse Alarm • Burglary 6 4+1/Standard/1800l2300 ✓ ✓(2) ✓ ✓(4 ✓ ✓(5) ✓ ✓ • Supervisory • 24 hour Non-Burglary 7 (NOT LJSEEY) • Pull Station • High Temperature • Heat Detector • Low Temperature 8 4+11StandardR9001140U ✓ ✓(2) *elm ✓ ✓ ✓ • WaterHnw • Low Water Pressure 9 (NOT USED) • Duct Detector • Low Water Level A 4+ ndartfH800/2300 ✓ ✓(4 ✓ ✓(4)l ✓ ✓(5) ✓ ✓ • Flame Sensor • Pump Failure • Smoke Zone UDACT B (NOT USED) shown in US&1 C 4+ZGkwbatd11900/1400 ✓ ✓(2) ✓(4) be ✓ ✓ D (NOT USED) E Aderrm Contact D ✓ ✓ ✓ be F (NOTUSED) (1) With 685-8 Line Card with Rev 4.4d software. (2) With 9002 Line Card Rev 9035 software or 9032 Line Card with 9326A software. (3) Rev.4.0 software. (4) FBF CP220FB Rec-fit Line Card with Rev 2.6 software and a memory card with Rev 3.8 software. (5) Model 6500 with Rev 600 software. (6) Model 6000 with Rev 204 software (7) With Rev 6 control card at Rev 1.4 software and Rev G line_card at-Rev 1.5 software. (8) Model 2 only. (9) Version 1.62 software. Page 2 or 6 —DR-4867 What b "contact 1.D.?" Most digital receiving forests transmit simple-information about the status-of the site, !.e„ alarm, trouble, supervisory, battery fail,etc. Contact I.D.is a transmission format enabling transmission of alarm and trouble conditions on a bi-point basis. Three groups of information are transmitted to the central-station: a four-digit account code,a group number(00 to 99),and the device or zone number(000-999). Each of these three information groups is programmable. Because of the virtually un#imited number of combinations,#w number of systems; pointe and/orzories transmitted is boundless. LOCAL AREA NETWORK APPLICATION The NOTIFIER UDACT(Universal Digital Alarm Communicator Transmitter)provides the,means to create a powerful, low cost,local area network solution for any application involving multiple facilities spread over a small geographic area, such as a college campus. Compatible NOTIFIERfire-control panels{System-500,System WWAFP-20G AFP-30G AFP-400,AFP1010,AM2020), NOTIFIER UDACTs,standard public switched telephone network,and a low-cost digital receiver combine to solve what has in the past been impossible to do without incurring high costs. The UDACT, when used in the contact I.D. format, transmits detailed system status via the standard public switched telephone network-to-a digital receiver; The telephone networkbecomesthe"network gateway"from the FACP to the digital receiver and to an optional UniNet monitor. In the example.shown out the attached page,_separate phone lines within each facility tie independently to the UDACT and modem: For example: Subd �, FRCP Type ype 4-Digit-Acct Code Group No. Device/2one Range A AM2020 0001 00 00 001 to 00 999 0001 01 01000 ID 01 999 0001 02 02 000 b 02 040 B AFP10t0 0002 03 03 001 to 03 396 C AFP-200 0003 04 04 001 b 04 069 D System 5000 0004 05 05 001 b 05 120 E System 500 0005 06 06 001 to 06 016 In this type of configuration,the maximum number of zonestpoints to be reported is 100,000. Applications include:hospitals,college campuses,shopping malls,prisons,airports,grouped government facilities,power plants,large commercial facilities and much more. In addition, the control panels may be networked using NOTI•FIRE•NETTM (see DN-4644). In this configuration, a single-UDACT can be used to report uup to 2040 separate points and panel statuses. WIDE AREA NETWORK APPLICATION Imagine an application which requires the status of a fire system to be dearly visible for appropriate response/action,yet the monitored facility is located thousands of miles away from the monitoring center. These applications have in the past been outof reach using existing technology,but today are possible with the NOTIFIER WAN. The NOTIFIER UDACT provides the means to create a unique, flexible, low cost, wide area network solution for any application involving multiple facilities distance by a large geographic area, such as facilities located in various states spread across the continental United States. NOTIFIER WANs are created by using compatible NOTIFIER fire control panels(System 500, System 5000,AFP-200, AFP�300,AFP-400,AFP1010 and AM2020),a NOTIFIER UDACT,the standard public switched telephone network and a low-cost digital receiver. Reporting the general system status or the specific status of any monitored point in any facility to one central location is made simple. Controlling the system in this configuration is also made simple by utilizing the NOTIFIER UniNet;which is network compatible. In the example shown, separate phone lines within each facility tie independently to the UDACT and modem. For example: Suilding No. FACP Type 4-011glt Acct-Code. Group No. Devicefftne Ran ge A AM2020 0001 00 00 001;7_00 999 0001 01 01000 b 01 999 0001 02 02 000 to 02 040 B AFP1010 0002 03 03 001 to 03 396 C AFP-200 0003 1 04 1 04 001 b 04 089 D System 5000 0004 05 1 05 001 to 05 120 E System 500 0005 06 1 06 001 to 06 016 In this type of configuration,the maximum number of zonestpoints to be reported is 100,Q00 and the number of mon!- tored facilities is 99. Both the number of points and the number of facilities to be monitored increase when a four-digit account number is applied(as with conventional Central Station facility assignments)-as well to expand the network! Multiple response centers are possible,one may be the local monitoring central station facility required by local codes/ ordinances. The other monitoring station,as an option, may be located wherever compatible telephone networks exist DN-4867 — Page 3 of 6 — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — Builting A Building C UL listed I AM2020 Building B AFP-200 I Primary I AFP1010 I Control i Modem 0® Modem Station I t (if required) 1 UDACT UDACT UDACTI f 1 Modem i OL Local 1 O Telephone I Central Office 1 Z Network Bui Ing E 1 Building ID I 1 Io 1 UDACT $5000 I 0010 1 13 PHONE LINES '- I 15 S500 I 1 J 1 1 I Security 1 e Building I 1 EIA-232 1 0 I UniNet I 1 1 a - Dui#ding A BuildingI I 1y12020 Building B I I A P1 1 AFP-200 I UL listedro O Primary Control I Station I 1 (if required) 1 I I Local i ,� 8uildin E Building D Z 1 NQT� ��R� N��" I Telephone Commonipations Line AFP-400 AFP-300 Central I I O O#fice I INA ®e e Network I `�j MM I C 1 r iii I � Z I F' I 0 UDACT I Z 1 q 1 0 I Central Station Receiver 1 Security 0 o UniNet I m .* no. Building I ti 1� I Z 1 PHONE LINES I 3� � I I I I Video Printer i Terminal i �' L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 -- AFP1010 aaa N Local UL o U Central y AFP-20 ,jQ� 4�MS PHONE IN AAIIAti 4 {L, PHQN 41Nq$ MEN 45 EIA 2 ug000 v Q� UniNe, Z PH N INE M2020 ®® S500 S500 F� l S500 I 's WIDE AREA NETWORK a May 1,1998 D-130 (a- KOTIFIEW AFM dies A Pittway Company Annum#or Rood Modules Section:Annunciator Control Systems fiENERAL California AFM Series annunciators provide non-expandable mod- State Fire ules for annunciation and control of the NOTIFIER System Marshal 500 and System 5000 fire control panels. The AFM pro- 7120-0028:156 vides arrays of LEDs to indicate point status,and switches S635 CS635 to control the System 500 and System 5000. These AFM (System 5000) BSA units use a serial interface and may be located at distances of up to 6,000 feet from the panel. 578-81-SA (System 5000, <i3> FEATURES System 500) • LED to annunciate Alarm and Trouble per zone option or OV7AO.AY(System 500) more dense Alarm-only option. OQ1A7.AY(System 5000) MEA • Touch-pad control switch option for remote Acknowledge, OV4A5.AY{AFP-200y 17-96-E(AFP-400) Signal Silence, Drill,or Reset of the control panel. OBIAO.AY(AFP-400) • Touch pad switches may be used for remote control and display of System 500 and System 5000 relays(program option)• a o • System Trouble LED indicator. • On-Line/Power LED indicator. • Lamp Test switch. • Alarm and Trouble resound with flash of new conditions. • Local sounder for both alarm and trouble conditions with Silence/Acknowledge button (programmable selection). c • Serial EIA-485 interface for reduced installation cost. > ,o • Powered by 24 VDC from the panel. Must use filtered, ,o regulated power. tp o, ,��• �� • Efficient switched power converter reduces power con- o, '` `�.•`• �,,�► sumption. • Microprocessor-controlled electronics,fully supervised. • Slip-in custom labels, lettered with standard typewriter. o, �� `�� `��• CONSTRUCTION , ° .`` `•�, `,i. ,0 � �st • '1�i The AFM is provided in two basic modules. The AFMA 6AT p IN provides 16 annunciation and control points, each with a red Alarm LED, a yellow Trouble LED, and a touch-key ° switch. The AFM-32A provides 32 annunciation points, AFM.16AT AFM-32A each With a red Alarm LED. APPLICATIONS tion between the AFM annunciator and the host Fire Alarm Controt Panel is made through an EIA-485 loop and a two- The AFM provides arrays of LEDs to indicate zone status wire loop for 24 VDC regulated power,greatly reducing wire and,in some versions,switches to controt the System 500 and installation cost compared to traditional systems. and System 5000. These AFM units use a serial interface OPERATION and may be located at distances of up to 8,000 feet from the control panel. Only one AFM module may be used per The AFM annunciator LEDs display the status of the Sys- System 500 or System 5000. tem 500 or System 50th}zones in the same position and INSTALLATION order as the LEDs on the front panel. As a jumper option, the AFM may display the System 500 or System 5000 CPU The AFM annunciators mount in special flush box ABF-1 indicators, or it may omit these and start at the first zone or surface box(ABS-1 or ABS-1T), card. A control-switch key lock(AKS-1)is available for use with The AFM includes a system trouble LED and sounder. The the AFM in the ABF-1 or ABS-1T backbox. Communica- sounder may be permanently silenced by cutting a jumper. This document is not intended to be used for installation purposes. We try to keep our product information up-to date and accurate. We cannot cover all specific applications or ISO-9001 anticipate all requirements. All specifications are subject to change without notice. For Engineering and Manufacturing more information,contact 1110TVIEW Phone:(203)484-7161 FAX:(203)4847118 Quality System Certified to QN OTI FI E W 12 Clintonville Road,Norditrd,Connecticut 06472 International Standard ISO-9001 Made in the USA— DN-86— Page 1 of 2 PRODUCT LINE INFORMATION AFW16AT: The Annunciator Fixed Module, 16 Alarm LEDs, 16 Trouble LEDs, 15 switches. Switches may be programmed for remote ,� Acknowledge, Silence, Drill and Reset. Includes On-Line/Power LED, System Trouble LED, and Lamp Test/Local Acknowledge switch. In- ., 1 dudes slip-in labels and instructions. Height=8-3/8"(21.27 cm),Width r =4-3/8"(11.11 cm). AFIN1412A: The Annunciator Fixed Module,32 Alarm LEDs. Includes On-Line/Power LED, System Trouble LED, and Lamp Test/Local Ac- knowledge switch. Includes sli" labels and instructions. Height 8-3/8"(21.27 cm),Width=4-3/8"(11.11 cm). • ` •`` ABS4". The Annunciator Surface Box-1 provides for the remote mount- ing ounting of a single AFM-16AT or AFM-32A annunciator in a surface-mount enclosure. Knockouts are provided for use with 1/2"(1.27 cm)conduit. The annunciator mounts directly to the ABS-1 without a dress plate. In- dudes necessary hardware. Height=8-1/2"(21.59 cm),Width=4-1/2" (11.43 cm), Depth = 1-3/8" (3.49 cm). NOTE. The ABS-1 will NOT support the installation of the AKS-1 Annunciator Key Switch. 0 O ABF-1: The Annunciator Flush Box-1 provides for the remote mount ing of a single AFM-16AT or AFM-32A. Knockouts are provided for use with 1/2"conduit. Includes a cold-weld steel plate(Height=11.0"[27.94 cm],Width =6.25"[15.88 cm]),necessary mounting hardware,and an adhesive-backed annunciator label for use with the key switch/dress ° plate assembly. o ° o �a O O ABS-1T: The ABS-1T is an attractive surface-mount �a backbox for mounting one AFM Series Annunciator. Unlike O the ABS-1,the ABS-1T has an increased depth that allows mounting the APJ-1 Annunciator Phone Jack and AKS-1 An- nunciator Key Switch. Height=9-15/16"(25.24 cm),Width o p =4-5/8"(11.75 cm), Depth=2-1/2"(6.35 cm). • 0 a ° A &4: The Annunciator Key Switch-1 provides access security for the control switches on the AFM-16AT. The key switch kit includes a key,conneetimcable,and hardware for mounting to the ABF-1 or ABS-1T. Also included is an adhesive-backed annunciator label for use with the key switch/dress plate assembly. Page 2 of 2 —DN-56 I-135 11111 aW CPQ-651 *MoriF-tEw Ltlw Profile Comrentimal Detectors A Pittway Company Catalog Section:ConventionaWWating Devices February 5, 1996 GENERAL 4 California NOTIFIER's 600 Series Plug-in Smoke Detectors offer superb ' , State Fire performance and reliability in a profile just 1.66"deep. Model ® Marshal CP-651 (ionization sensor)and Model SD-651 (photoelectronic OX5A4." CP-051- sensor) share the same sleek low-profile design and can be S1115 7271-0028:176 used with seven different adapter bases in a variety of wiring SD-01: configurations and voltages. Other features include low cur- MEA 7272-0028:175 rent draw, stable performance in high-air ves, builtti{t 205-94-E tamper resistant base design, remote LED option, removable cover, and built-in test switch. The 600 Series is designed to meet the performance criteria designated by UL/ULC and EN-54. Their sensing chambers are sealed from back-pressure air flow,dirt,and insects. This chamber is protected by a fine mesh screen which can be K s cleaned or replaced. Additional key features include inter- changeable ion and photo heads,a variety of mounting bases, - and a full line of accessories. - f FEATURES R • Sleek, low-profile design. z r • Same base for both ion andoto models. ph • Compatible with all System Sensor 400 Series products. rx Two LEDs blink in standby and turn on steady in alarm. • Lower standby current. ;,. • Feld sensitivity metering of detector to meet NFPA 72 s:`� Chapter 7 requirements. • Broad range of adapter bases available- seven different SD-651 pictured in 8401 Base voltages/wiring configurations. • Dual LEDs provide 3600 visibility. SPECIFICATIONS Operating Voltage: Mounting base dependent ('see chart revefse page} Standby Current: 100 Microamps max. IONIZATION Senaltivity- 1.9%:t 0.62%/#. Ion Alt 600 Series ionization smoke-detectors contain a unique single source chamber detection design which-will sense the 3%t 0:7°!0/f.Photo- presence of smoke particles produced by fast combustion as Weight: 3.6 oz. (104 g) well as slow smoldering fires.This chamber exhibits increased v Slze:. 1.667 K(4.22 cm) stability, significantly reduces nuisance alarms, and provides 4.0710.2 cm Dia unflanged base better performance at higher air-velocities. A 6.2"/15.8 cm Dia. flanged base PHOTOELECTRIC Construction: Fame retardant thermoplastic Te mperattlim 32°F to 12WF(4°to 499C} All 600 Series photoetectronic smoke detectors contain a 14'to 14(rF(-W to 60•C) unique optical sensing chamber designed to sense the pres- ence of smoke particles produced by a wide range of com- European mode/s: bustion sources. A custom integrated circuit incorporates sig- Hutnfdity Range: tO to 93%RH nancendensing nal processing to reduce false alarms. This document is not intended to be used for installation purposes. We try to keep our product Information up-to-date and accurate.We cannot cover all specific applications or anticipate all ISO-9001 requirements.All specifications are subject to change without notice.For more information,coo- Engineering and Manufacturing tact NOTIFIER. Phone: (203)4847161 FAx:(203)4847118 Quality System Certified to �J NOTIFIER* 12 Clintonville Road,Northford,Connecticut 06472 Intemational Standard ISO-9001 Made M the U.S.A. Page 1 of 2 MOUNTING BASE SELECTION GUIDE Base Model Loop- Current- Alarm= Nominal Current Draw Number Version Type Limit Resistor Contact Type Voltage on Alarm(mA) B61 OLP UUULC 2-wire* No — 12/24 VDC 10-100** B612LP UUULC 4-wire Yes Form A&C 24 VDC 14-39 B614LP ULNLC 4-wire Yes Form A&C+A Supv. 120 VAC 75 mA AC Max B616LP UVULC/EN-54 2-wire* No Form C 24VDC 12-100** B401t UUEN-54 2-wire* No — 12/24VDC 10-100** * Functionality contingent on panel compatibility. **Must be limited by control panel. Relay ContactRathvgs: Resistive ort-Inductive (60% power factor) bad. Form A: 2.OA at 30 VAC/DC Form C:- 0:6q at 110 VDC,2.0A at 30 VDC 1.OA at 125 VAC,2.OA at 30 VAC t Flangeless base. * Box depth contingent on,base and wire size. Refer to JUNCTION BOX SELECTION GUIDE* National Electrical Code or local applicable codes for appropriate recommendations. Single-Gang 3-1/2" OCT _ 4" OCT 4" SO 500 MM 60 qM 75 MM 8401t1340tR NO NO NO NO YES YES NO 861OLP YES" YES YES YES NO NO NO 0612416LP- YES YES- YES YES YES YES YES B6114LP NO NO YES YES NO NO NO ORDERING INFORMATION Part Number Desedption P-85t- Low-proft ionrza#aon defector.Must be mounted-te orw of the,B600'Serie$or B401 Series bases listed in Mounting Base Guide. 80=851 Cow-profile-photoelectronic detector.Must be mounted to one of the BKO Series or 8401 Series bases listed in Mounting Base Guide. Accessories.. F110 Retrofit replacement flange for B400 Series flanged bases. RA40OZ Remote annunciator for 2 or 4 wire systems,3-32V. Use with ion and photo plug-in detectors. Fits sfandaid U_&single-gang:electrical box- EM113H Sounder base for systems using 6401 or 84018. Requires an external 24 VDC power supply. Mounts a to 4"square electrical box(1-112"minimum depth). o MOD40OR Detector sensitivity test tool. Use with most analog or digital multimeters. Satisfies requirement of NFPA 72E for sensitivity testing. SMK400 Surface mounting kit provides for entry of surface wiring conduit. For use with 8401 mounting base only. A77-7"S End of line relay for power suPervision, 12/24 VDC systems. C58-213-00 Replacement protective dust cover for plug-in 600 Series. MA2-04-01 Test magnet. X8=2 Detector removal tooL Ago"installation-and/or removal-of 604 Series detector heads from base in high ceiling installations. X1'-4 Extension poleforX-R-2_- Gomes in three 5-ft.sections. Page 2 of 2 June 5;1998 1-350 DH4W Series §- NOTIVIIER 2-Mre Dud-Detecior Housings for A Pittway Company Lonizatim and •c Sensors Section: Conventional anitieting Devices GONER" California State Fire HVAC systems supply conditioned air to virtually every area ® ` U L� Marshal of a building. Smoke introduced into an air recirculation 3240-1209:139 system is distributed to occupied areas of a building. The System Sensor DH400 Series Duct Detector Housing is S911 CS308 designed to sample air currents passing through a duct, allowing early detection of a developing fire. When suffi- cient smoke is sensed, an alarm signal is initiated at the F fire alarm panel monitoring the detector, and appropriate MEA action can be taken to shut off fans and blowers,change 427--91=E 0V3A0.AY over au handling systems,etc. This can prevent the rapid distribution or isolation of toxic smoke and fire gases throughout the areas served by the duct system. The System Sensor DH400 duct detector system is easy to install and maintain. NOTE. The System Sensor DH400 Duct Detector Hous- v j ing is supplied with either the 1451DH Ionization Sensor :. t ., (DH4001)or the 2451 Photoelectric Sensor(DH400P). FEATURES r, x Sa • 12/24 VDC operation. M�^ • Accommodates ionization or photoelectric heads. • Simple change-out of detectors heads;twist-in,twist-out. • Powered output for remote LED. DH400 Series Duct Defector Housing Airvelocityrating1rom50Qto4,000 feet(152.4 to 1219.2 meters)per minute. • UL 268A listed to two-wire control panels. • Clear polycarbonate cover for convenient visual inspec- CONSTRUCTION AND INSTALLATION tion of sampling tube filters. The twist4n,twist-out detector and base allow the removal • Rugged Noryl®housing (mounting portion). of detectors easily and quickly for cleaning and mainte- • Remote test station-option: nance: In additim, detector heads can be changed to fit • Easy and quick mounting to round or rectangular ducts the application without removing the duct housing. The from V to 12-(0.6 to 3:66 meters wide. Df#4Wcomes with built-in exhaust tube. Sampling tubes • Three:year limited_warranty. are available to fitducts frr m 1 to 12 feet(0.6 to 3.66 meters) wide. APPLICATIONS SPECIFICATIONS Duct smoke detectors have-specific Grnitations DIMENSIONS: Width: 14-1/2"(36.83 cm). Height: 5" Duct detectors-am (12.70 cm). Depth(installed):4"(10.16 cm). • NOT-a substitute for open area smoke detectors. Weight: 4 lbs. (1.814 kg.). • NOT a substitute for early warning detecbm OPERATING RANGES: Temperature:0'C to 49°C(32°F • NOTa replacement for a budding's regular fire detection to 120"F) Humidity: 1.0%to 93%relative humidity. system. Air duet.veloe[y: 500'(t52.4 m)to 4,000'(1219.2 m)per System Sensor duct detector "Applications and Instada- minute. tion Instructions-should be used for reference;as well as 'Guide for Proper Use of System Smoke Detectors"(156- Rees tiaae: 0.3 seconds(maximum). 407-000). Call NOTIFIER for information. UL listed to 268A. This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. we cannot cover all specific applications or ISO-+9001 anticipate au requirements. Al specifications are subject to change wfihout notice. For Engineering and Manufacturing more information,contact NOTIREIL Phone:(203)484-7161 FAX:(203)484-7118 Quality System Certified to Im • International Standard ISG-9001 ROTI RI E R 12 Clintonville Road,Norlhford,Connecticut 06472 Made in the u-s.a DN-3242— Page 1 of 2 EtECTR11._RUIN" PROpYCT LINE INFORMTION to odes bmw an&detederl Model Description System voltage: 12/24 VDC. 13144001 Duct mot housing with ionization smoke Maximum ripple voltage: 4 volts peak to peak. detector. Start-up capacitance:- 002 pF maximum. WN#K Replacement ionization smoke detector head. WNW' Duct detector housing with photoelectric S ratings: 8:S��35 VDE� - smoke.detector.128 pA-maximum: Alam ratings:4.2 VOC�at%n� head. 6.6 V�€max! 245T Replacement photoelectric smoke detector mum at m rn atar current-must be-limited to —�A ST-1.S Metal sampling tube,-duct widths T to 2'(see or less by-tine cx =panel- it used:the RA400Z_remote table at left for metric lengths). kwWoperates witha the speei ied alarm cur .t Reset v~.- 2.5-VIG miinh�. ST-3 Metal sampling tube,duct widths 2'to 41. Resettime: 0:3secorrds maximum. ST-6 Metal sampling_tube,duct widths 4'to 8'. &T-110 Metal sampling tube,duct widths 8'to 12'. IKLKT TUM SEAM: RA40OZ Remote annunciator alarm LED. UN-04-00 Test magnet. Outside Duct Width Inlet Tube Required* mai Remote test station. Mounts in single-gang box. Includes red alarm LED and magnet test Lip to2 feet switch(separate 24 VDCNAC is required). (86096 m 15 MOD40OR Sensitivity test kit. 2 t 4 feet CRT400- Ionization cover removal tool. (0.6096 to 1.21 M) ST-3 4 to&Jaet ST-5 (1.2192 to 24384 m). e to 10 Leet (2.4384 to 3 04WST 10 *MOTE: inlet tube is required and must be purchased separately- Order one inlet tube for each dint detector housing ordered. g TheRTS451 The RA40OZ Page 2 of 2 — ON-3242 FeWuary 26, 1997 14440 (ONOTIFIEW MG & BRG Series A Pittway Company Manual Fire Alarm Stations Section:Conventional Initiating Devices 6ENERAL MEA The BNG and BRG Manual Fire Alarm Pub Stations eachuL u�C F M 38-93-E* provide a single-action,normally open contact,alarm initi- ating point for use with Fire Alarm Control Panels. The S692 CS119 QAWAY BSA BNG Station is non-code,non-break-glass type. The BRG 750-76-SA* Station is non-code,bmak-glass type.. (BNG-1RC onW California ADA *See page 2. RA=RU State Fire Meets ADA Pull Face • Within ADA 5 Ib.pull force. Marshal • Sturdy metal construction. 7150-0028:003 • Simple operation. :`. „ • Operation does not require replacement of parts (BNG r only� Yr ). • Drawing of flames on cover helps communicate pur- pose of this device to people who do not read. <�a 4 • Designed to prevent false alarms when bumped,shaken " or jarred. • Spanish version (FUEGO) (BNG-1SP). The BNG-1 TSL • Meets UL 38 Standard for manually actuated signaling and BNG-1TSRL boxes. APPLICATIONS Designed for indoor use in atmospheres which are not po- tentially explosive. Use as a means of allowing anyone on the premises to tum in non-coded alarm quickly without chance of error. There is no need for delay. There is no danger of giving incorrect or incomplete instructions. Typi- cal users include: 1. Schools. 2. Hospitals. The attractive design of the station highlights its engineered 3. Retail stores. simplicity and unusual dependability, bumping, shaking, 4. Industrial.plants. or jarring will-not activate the switch or circuit. Instructions 5. Warehouses. for operation of the station are provided on the front of the Compatible with any appropriate control panel.May be used puff cover. The BNG and BRG Stations are both die-formed to: from 1t8* thick satin-fr ish aluminum, with the operating instructions in raised letters. Stations come in surface 1. Initiate local alarm signals. mounting models only. BNG andBRG contacts are rated 2. Trip a municipal fire alarm box. at: 1 amp.,30 VAC,and 30 VDC. The master key fits all 3. Start fire pumps. stations used in an installation of the same series. 4. Initiate other ftmetions which can be initiated by the closing. INSTALLATION OPERATION The station mounts with two screws (supplied)to a stan- mtionsareoperated by a puff on the dant single-gang electrical switch box. It can also be The s p�cover- T� mounted-to a surface-mount box. causes a key,latch to act against a retaining mechanism until adequate force is applied to open the station. As the ITECT/EN61NEIRIN6 statim opens,a switch is reteasectto initiate an alarm. The SPECIFICATIONS retainer used in Model BRG is a glass rod. When oper* ated, the cover hangs down(and cannot be made to stay Manual Fire Alarm Stations shall be non-code,non-break- in a dosed position)indicating that the station was used to glass type, equipment with a key operated reset, and so turn in the alarm.OPERATE©STATWNS CAN BE SEEN designed thatafteractualEmergency Operation,they can- UP TO 100 FEET AWAY. Resetting is easily accomplished not be restored to normal except by use of a key. An op- using a reset key. erated statiorh shall be designed such that upon activation, This document is not intended to be used for installation purposes. We try to keep our product Information up-to-date and accurate. We cannot cover all specific applications ISD-MI or anticipate all requirements. All specifications are subject to change without notice. Engineedng and Manufacturing For more information,contact NOTIFIER. Phone:(203)484-7161 FAX:(203)484-7118 Quality System Certified to (O NOTIFIER• 12 Clintonville Road,Northford,Connecticut 06472 International Standard ISO-9001 Made In the U.S-A. DN-65 — Page 1 of 2 BNG(pictured below)uses a tension spring as a retainer. BRG looks the same;except the retainer is a glass rod. 7!8"(2.22) 1- 0.3 1-15/32" (1.47) G �t JAR The DABC-SP 4-3/4" i i (12.06) i t r+p ii 1-3/8" i ( � ) PHYSICAL DIMENSIONS Length: 7.000 inches(17.64 cm) Overall danensions of sen*flush mounted station: Width: 3.500 inches (8.82 cm) 3-1/4'(8.255 cm)wide x 4-314"(12.065 cm)high x Depth: 1.250 inches(3.15 cm) 7/8'(2.222 cm)deep. DABC-SP BACK PLATE 5/8-(1.59) 1-318" Length: 9.650 inches(24.318 cm) 3-1/4" /(3.49) Width: 6.750 inches (17.01 cm) (8.25) nf_ PRODUCT LINE INFORMATION Model No. Description 4.. _ e BNG-1* Aluminum pull station with red lettering. . . (10.16 a BNG-1TSL Standard"LOCAL"style BNG-1(aluminum) 3-1/4 �� SOV *j "`:-� unit with terminal strip. (8'25) BNG-1TSRL Standard"LOCAL"style BNG-1 R(red)unit with terminal strip. BNG-1SP* Spanish aluminum pull station with red FUEGO (FIRE) and DALE(PULL) letters. BG-2 Backbox The BNG-1 SP UL listed(contact factory for current status of other listings and approvals). it will be visually detectable at a minimum distance of one BNG-IR' Red aluminum pull station with silver let- hundred feet,front or side. Manual stations shall be con- tering. structed of die-formed aluminum,with operating directions BNG-1 RC*** Red aluminum pull station with silver En- provided on the front cover in raised letfers. Stations shall glish/French lettering — ULC listed. be suitable for surface mounting on a standard single-gang BMG 1 F*, Aluminum box or switch plate, and.shall be installed 48"above the- pull station with red lettering and finished tloorperADA requirements Manual stations shalt. DPDT switch. be Underwriters Laboratories listed. BNG-ITS* Aluminum pull station with red lettering and The DABC Double-Action Cover and DABC-SP adapter pro- Il ion,moble-row terminal block. vide a simple and economical means to convertNOTIFIER BNG-1€T3* Aiuminurn pull station with red lettering with single-action BNG-1 Manual Fire Alarm Stations into DPDT switch and two-position,double-row double-action units.- terminal block. The purpose of these adapters is to deter false alarms BRG-1— Aluminum pull station with red lettering and caused by passersby who pule a station and continue on break-glass option. without stopping. Using the double-action adapter requires BRG„1R,• Same as BRG-1,but anted red.a person to stop and perform two distinct actions: lifting p the cover and pulling the breakstation. Such acticxt is suf- BG-2 Surface-mounting backbox for BNG/BRG ficient tar deter potential pranksters from initiating cosily Series stations. One end tapped for 1/2" alarms. conduit. The DABC-SP consists of a red and white BSA approved U"601 Replacement glass retainer for BRG. back plate and the cover assembly which fits over the BNG- DABC Second action cover for BNG. 1. The cover is hinged to a bracket with nylon bushings DABC-SP NYC back plate with second action cover. which form the cover housing. The DABG-SP back plate and cover housing are-punched-and-drilled to accommo- date field wiring and the mounting screws that secure the * MEA 38-93-E BNG-1 and adapter to a wall backbox. ** BSA 750-76-SA *** ULC CS119 Page 2&2 — DN-65 September 16, 1998 J-89 NOT 1 F1 E R® SpectrAlert' Series FIRE 51/STEMS Horns, Strobes, and Horn/Strobes L (a A PITTWAY COMPANY Section: AudioNisual Devices '1ENERAL Systun Sensor SpectrAlert Series strobes,horns,and combine- S4011 &S5512(P1215,P121575,P2415, tion horn/strobes are UL listed for primary signaling in life safety �L P241575,P2475,P24110). S5512(S1215, systems and meet ADA public mode visible signaling requirements. a S121575,S2415,S241575,S2475,S24110). SpectrNert products can be connected to the alarm indicating cir- S4011(HC12124). cuit of a fire alarm control panel and are compatible with DC line -a CS549(P2415A,P241575A,P2475A,P24110A, supervision. The SpectrAlert product line mounts to standard S2415A,S241575A,S2475A,S241 10A). bac kboxes using a universal mounting plate included with each unit. CS548(H12124A,HC12124A). An optional small footprint mounting plate fits to a single-gang box. An accessory backbox skirt gives a cosmetic finish to a 4"x 4"x 1-1/2'or a 2"x 4"x 1-7/8"surface-mounted backbox. All strobe 0136A4.AY(P1215,P121575, ► F M and hom/strobe mounting options require only one screw attach- P2415,P241575,P2475,P24110, ment of product to plate. S1215,S121575,S2415,S241575, These products are designed for 12 and 24 VDC and full-wave rec- S2475,S24110,H12124). ODW.AY(HC12124). tified unfiltered power. Full-wave rectified operation requires more current than DC operation. For detailed current draw information, 7135-1209:173(P1215,P121575,P2415, consult the Current Draw Tables (page 2). The horn/strobe com- P241575,P2475,P24110). bination products are factory-assembled with jumper wires for in- 7125-1209:174(S1215,S121575, tandem operation. For independent wiring of horn and strobe,re- S2415,S241575,S2475,S24110). move jumper wires. When wired for independent operation, the California 7135.1209:143(H12124,HC1V24). strobe will continue to run while the horn can be silenced. How- State Fire ever,the strobe must be running for horn to operate. Marshal MF a 319-96-E(P1215,P121575, Horns -The SpectrAlert.Series horns and horn/strobes pro- P2415,P241575,P2475, vide two different field-selectable/reversible tones,a high-tow field- P24110,S1215,S121575, selectable/reversible sound output setting (tow setting on 24-volt S2415,S241575,S2475, models only}and a field-selectable/reversible temp 3 pattern or S24110,H12/24,HC12124). non-temporal continuous pattern. These field-selectable features are accomplished using pins and jumpers located on the back of each SpectrNert horn and horn/strobe. An accessory module is not needed to make these field selections. The horn on horn/strobe models will operate on a coded power supply. Those horn-only models with"HC"in thew part numbers will also operate on a coded power supply. The horn and horn/strobe series includes weatherproof models. Strobes-The ADA-compliant cal SpectrAlert strobes are sick- - tronic visible warning signals that flash at 1 Hz over their operating voltage range. These products are available in 24-volt models at 15, 15175,75 and 110 candela intensities and in 12-volt models at 15 and 15/75 candela intensities. The strobe series includes weath- erproof models. SpectrAlert products feature dramatic reductions in current requirements. SynceCitrcult Module(MOL)-The Sync-Circuit Module is available for synchronization of strobes and horns and can syn- chronize two Style Y (class B) circuits or one Style Z (class A) circuit_ The module can also generate a synchronized temp 3 tone for System Sensor's Multi-AlertTM and PA400 horn products.* The synchronization module allows the SpectrAlert homs on combina- tion horn/strobes to be silenced on two-wire systems. SpectrAlerfs Syno-Circuit Module can be daisy-chainedfor multiple zone syn- chronization. The moduler does not operate on a coded power sup- ply. *For Milti Alert and PA40& 3ftoWs nest be wired to a mous SpechAlert`i",Sync Cir KTN,and Multi-AlertTM'are trade- source of power(non-coded power supply). marks of System Sensor,a division of Pittway Corporation. This document is not intended to be used for Installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or ISO-9001 anticipate all requirements. al specifications are subject to change without notice. For Engineering and Manufacturing more Information,contact NOTIFIER Phone:(203)484-7161 FAX:(203)4847118 Quality System Certified to RR M OTI FI E W One Fre-Lite Piece,Norttdad,Connecticut 06472 International Standard ISO-9001 Made In the U.S.A. DN-5939-Page 1 of 6 FEATURES • Single-gang mounting without the use of a mounting plate - 24-volt strobe models. 15;45/75.75-and 140 candela. (hom model only). - 42-volt stdmodels: 15 and 45!75-candela_ • Self-contained screw covers. - Horc nxxielsoperate on 12 and 24 volts, ` Aesthetically pleasing design. - Low current draw- reductions ashigh as 45%_ • Synchronize hom and strobe with Sync•Circuit7m module Two versiblet hem tones (MDL). — 3000 tiz.irtterrupted — electromechanical, - Sitencehomonhom/stiobeoverasinglepair ofwires using a Sync•Cucuit module(MDL,)_ • Field-selectable/reversible high-low,dBA output on hem *Soundoufput vanes with tone and output options selected,-sound (low output on 24-volt models only): levels based upon anechoic room measurements. — 101 peak dBA @ 10 ft-high output.` — 96jr peak dBA @ 40 ft.low output.-• SPECIFICATIONS • Field-selectable/reversible temp 3 pattern or non-temp 3 corn- Input terminals: 12 to 18 AWG(3.25 mm2 to 0.51 mm2). tinuous-pattens on ham' Dimensions:see diagrams page 3. • Hom/strobe can be wired either in tandem orindependently. • Weatherproof strobes,Mos,and laom/strobes available. Weight,_horn only: 7.2 oz. (204 g). m • Homs for use with coded power supply available. Weight,strobe and horWstrobe: 8.8 oz.(250 g). Universaf mounting plate incivded-wifreach unit. Mounting: see diagrams page 4. • One-screw mounting of strobe and hom/strobe to mounting Operating temperature: 32•F to 120°F(0°C to 49°C). plate. Operating voltage-range:' 12 V: 10.5-17 V. 24 V:20-30 • SpectrAlert strobe and hom/strobe take up no room in the V. baelcbo)L ,, These products should beoperatedwithin their rated voltage range. UL does, however, test functional integrity to-20% and +10%of manufacturer's stated ranges. CURRENT DRAW TABLES Strobe Only AVERAistECll(;iRE1rrOng PEAK CUr9>letaf(7nA) INRUSH CURRENT(FAA) t 24v 10611 12V 17V .!011 24V - 30V 108V 12V 17Y 20V 2lV 20V 106V 12V 17V 20V 24V 80Y C1Re1No De, F" Dc RNR OG De Dc OC FM Dc W W. : De FAR ac gG ac 9e-RNR 86 11C De Ft/R DC FVM 15 -109 11414671 91 1 !� } 68-99 M 46D 489 j 160 219 1 109- 124 140 170 290 270 15/75 t t t42 17t N-1 58 t 520 480 170 '2M N1I-104 'T60 t 170 210 270 270 NA NA..:.NA NA-NA NA 946=} - ..169 192 74 -NA-NA..NA NA-- N .. -NAS-NA NA NA BO 210 81D ZBD 11 189 229 1 191 tis 174 N NA 580 570 NA NA t4 1 Horn Only AYERIYOE cummir(mA) 1 Y FIVAoW Tapp 10SV 12V 17V 20V 24V WV T VW~ --DC -OO- -WI Dc IFm oC Fm x I RNR High- TWO- 1 -.Ill-1 101 14 141 191 211 251 i8 29 M90h. Non 10 IM 10 Ift T4 251 171 201 231 34 30 LOW Tomp NA- NA -NA -NA NA KAI 111 121 131 13 17 1 Non NA -NA NA NA NA NA 72 18 14 1 17 24 I4z No ..�1 11 - - t8 1 24 28 29 23 97 nlaRtpE. Non-- tt.. ..it Zt 14 19 94 27139 96 Law Tem NA NA"NA NA'` NA 14 74 17 15 z1 ..-NA -NA NA 1 18 H wrL%Uobe- IS ed Horn/Strobe- 75 ed AVEw4GE CURFU 4r(mA) t AVEFUSE CURRetr(111A] 12V1 24V 24 FM9NI:oW Tang 10.5V I }297 17V- 20V- 2411 30Y HOADW Tamp 10.4v. 12V 17V 20V 24V 30V Vo1m1! yon x I FWn Dc FM1 Dc "M OG-Fwn Oc- F71n TOW Vomm Man X1 0c'.I ne I rim 00 I FWR cc I Fm Do High T Wj IMI 124 187 9511421' 101 7a 76 141 Higb NA: NK_NA :NA NA NA 184 191 t 187 t Non 143;1701124 167 96 89 9a 76 100 1 Non NA NA t NA NA NA NA 1 180 146189 1 1 LAW TOM NA NA NA NA NA 62 Lav T NA NA.'NA NA .NA NA 166 182 139 182 11 1 Non- NA- NA VA--NA NA-- -71 -92 -Bf 86-1 Non_ NA. .NA..HA NA NA NA 157 182 197 1 718 1 PM Hz Ho T 144 1 186 7 83 786 81 ffi t Hz 7 1 161 1M 1 77 - orNpt. Non 144 173 12.4- 95_ -78 102 -108 81 1 NOM NA NK:Nk- NA NA 764 1 1 175 197 7 Lav T NA NA NA NA 71A NA 7s W 70 95 87 1 Lau T NA NA- NA NA HA NA 150 184 140 784 126 1 Non- NA NA NA NA 92 i - .. NA .NA 1 1 t 7 1 1 Horn/Strobe - 15/75 ed Horn/Strobe - 110 cd AVOUM CURFEW(rnA) - Nle CURFEW(mA) 12Y 24Y MOdYs i _ Iig1d69w Trap- t0.5Y 121F. 17Y- 2011._ 241L 3011 - FfiglVLaW Temp. 10.5Y 12v 17v 20V 24v 90V OM VOkmlo Mm -x FWR OG-IF wn Dc FVKI De Fm ne FNm ne Vokow MOR 3c -0C PaR-acFWR D6 pAR Da DD Tom i7a 198 1W mi179 iii ist iiij 9111111 Hg/t T NA NA -_NA I NA NA 188 241 186 209 144 mach• Non 178 198 152 /a1 719 164 9311101agj 119 as 1 meet. Non NA NA NA I NA-I NA IIA 186 298 189 211 146 Low NA NA NA -114 NA N4 97 791708 Lav T � . ...: 7 t 132 1 Non- NA-NA NA NA- 1.-N4 :101- 188 Non. -NA-.. -NA NA NA 781 232 1 2a4 192 7 H2 Hign T 179 196 152 t 116 1 i18 94 i 95 1 HZ Ho NA NK NA NA 193 248 188 214 1 BR9pt. Non -170 196 152 Ion 113 182-95 114 93-1 Be 1. NOW ::N/r. NA NA 1 1 7 160 21 Low T NA NA NA NA NA NA 90 108 B3 1 70 1 LOW T NA NA N71-NA NA NA 789 Al 187 208 138 1 NA NA NA NA 1 -107- - 1 1 1 Page 2 of 6— DN-593& ENOINEERINO SPECIFICATIONS HwWSt1'obe Combination—Hom/strobe shall be a General— SpectrAlert horns, strobes and horn/strobes System Sensor SpectrAlert model listed to UL 1971 shalt be,capable.of mounting to a standard 4 x 4" x 1-1/2" and UL 464 and shall be appnywed for fire protective service. (10.16 x 10.16 x 3.81 cm)backbox or a single-gang 2"x 4"x Horn/strobe shalt be wired-as a primary signaling notification 1-1/2"(5.08 x 10.16 x 3.81 cm)backbox using the universal appR ance and-comply with,the Americans with Disabilities Act mounting plate included with each SpectrAlert product. Also, requirements for visible signaling appliances,flashing at 1 Hz SpectrAlert products, when used in conjunction wi#1 the aC- over its entire operating voltage range. The strobe light shall C`rrcuif Module;shall t�powered fiorrr a rtorr- consist of a xenon flash tube and associated lens/reflector cessory Sync- coded-powersupplyand shag operate orr 12 or 24 volts: 12- system. The horn shalt have two tame options,two audibility volt r domes shah have an operating voltage,range of poral options fat 24 volts]and the �switch between a tem- 10.5--1-7 volts. 24-volt rated deWcesshalt have an ►g be powered dindepeedentht of-the ous pattern. Strobes re- voltage range of 20-30 volts. SpectrAlertproducts shall have shall be powered iadepenjumpe wires. a sounder with the m/ an operating temperature of 32OF to 120'F(0°C to 49°C)and sbob t m f�iEact t The horn on horn/ operate from a regulated DC or full-wave rectified,unfittered strobe models silk operate on a coded or non-coded power power supply. ModWe supply. Noel—Hom shall be a System Sensor SpectrAlert model —Module shag be a System Sensor Sync-Circuit capable of operating_at 12 and 24 volts. Hom shalt modal fisted to-UL 464 and shall be approved for be listed to ca abl for fire ting at The fire protective service The,module shall synchronize p signaling systems' SpedrAlert strobes at-1 Hz and homs at tem hom shall have two tone options,two audibility options(at 24 poral 3. Also.the module shall silence the hums on horn/strobe models,while volts)andtheoption to switch betweerr a tempora[3 pattern ttern operating the strobes,over a single pair of wires. The module and a non-temporat�ttintxKm paThwhorrr-onty shalt NaT operate on a coded power supply-except those shaft be capable of mounting e a 4-11 ox and shall 625 mm) models-(model numberscontairt"H6}designed to do-so. square x Y(ct (53)or torn}tyle Z( ass and shall control two Sys Y(lass 8)mane� Z(cissa A)circuit. Module Strobe— Strobe shall be a System Sensor SpectrAlert shall be capable of multiple zone synchronization by daisy- model listed to Ut_ 1-971 and be approved for fire chaining multiple modules together and resynchronizing each protective service. The strobe shall be wired as a primary other along the chain. The Module shall NOT operate on a skjnakV coded power supply. with Disabilities Act requirements for visible signaling appli- ances,flashing atl-Hz ova the strobe'sentirs operating volt- 2 15tt6" 15116' age range. The strobe fight shall consistof-axenon flash tubs (74AM mm) (23.8125 mm) and associated tens/reflector system. DURENS1ONS 3-318" I 5-5/18• (85:725 nu)—►t (134.9375 mm) o O 5-518 (142.875 mm) 1-5/16• / (33.3375 mm) UPPER LEFT: Hom/Strobe with Small Footprint Mounting Plate(same dimensions for strobe only). LOWER LEFT: Hom/Strobe with Universal Mounting Plate (same dimensions for strobe only). 2-5lis UPPER RIGHT: Han only(may be mounted with either Small (58.7375 mm) Footprint or Universal Mounting Plate). � 2-15118• LOWER RIGHT: Sync-Circuit Module(MDL). ('4.6125 mm 2" (50.8 mm} ® 5-1141(13335 mm) OUTER: 5-518" (142.875 mm) O O INNER:-S-WIT (134.9375 mm) U4" (133.35 mm) O 14C IIS o O 5" (58;7375 mm) O O (127 mm (58 ) DN-5939 —Page 3 of 6 MOUIMNO DiAOWLMS 4"x 4"x 1-1/2"badtbox Horn Surface Mount 2"x 4"x 1-7W badcbox \ �� With accessory momC Backbox Skirt 0 t 0 �► 0 0 � 01(77-� 0 0 D-MP Horn With Universal Mounting Plate \ (included with each product) ®'� • 2"x 4"x 1-7/8"badcbox Q o S-MP 0 4`x4"x1-1/2 ® /1 o badcbox �sr /4"x 4"1-1/2"badcbox ® Strobe-or por. b obe With o Universat Mou -61 g Phlte o Q (Included with:each-product) A Strobe or Horn/Strobe • with accessory Small Footprint e Mounting Plate 4-11/16'x 4=11/16"x 2-1f$" 4"x 4"x 1-1/2"badcbox " (119 625 x 119.0625x 53.975nwn� / bad(box o Syne-Eireult Module Direct Mount Strobe or Morn/Strobe Surface Mount with accessory Backbox Skirt SOUND-OUTPUT GUIDE (dBA) UL PAVerbWaft Room dBA @ Vd ft-DC ArA"c Roan Peds dBA @ 10&NDC fj5 i2 17- 20_ Z4 30 10:512 17 20 24 30 LC)W Eleciromechwicat NA NA NA 75 75 79 NA NA W 94 96 98 TONE 3000-kti hbffupied AIA AIA- NA 75- 79 79 NA NA NA 94 96 98 T8tli dl HIGH ElecboD%Chank 75 75 79= 82 82 82 94 95 98 100 101 102 TONE 3000 Ffz hbffupbd 75 75 79 82 85 85 94 93 98 10(3 101 402 LGW Elecitnmechw*A _ NA NA NA 79 82 85 NA NA NA 94 96 98 TO 3000-Hz k*ffWied NA Aho NES 82 82 85 NA Nit NA M 96 98 �pord HIGH E(eclromechanical 79 79 85 85 88 88 94 95 98 100 1D1- 102 TOW 3000Itr k*e ied 79 82 85 88 88 90 93 95 -98 100 101 102 Page 4 of 6—Fit SM WiliniNtfr DMORRMB NOTE: Do-NOT loop wires under terminal screws Independent Operation Tandem-Operation MCToRY HORN AND STROBE HORNS WSrALLEO HORWSTROBE COMBO JUMPIM NNW (-) REMOVID ® TO NEXT < (+) HORN (-) T�NEXT (-) <(+t NOTE Sbobes must be powered for hon operaffan. OR EOL (+) Tom!NEXT Q) ® STROBES FROM FACP STROBE < h) �FA CP MODULE OR FACTORY (+) PREVIOUS OR EOL �< (+) MODULE OR JUMPERSWSTALLED ( )- (+) DEVICE NOTE.Brmak wftr s shorn f DDEEV COUS for supervision of ownedkm. DO NOT allow sbf W wire leads to extend beyond switch (+)- HORN- H0R*STROBE STROBE ONLY housing. DO NOT Imp wares. (+} (+ (+) (� o (+) (+) H H 0 R o Two-Mie system,any mix of mom, N N L wired for TANDEM OPERATION. f-} (-) H C ;O V Homs silenced ager two-wire ckautt._ e r My mix of horn/strobes or strobe-only devices is (,r ° acceptable. s t+) s M • Flom control connects to interruptibl power T - T E R t O source: O O MALEI B 8 r�n ( ) E (-) E (-) nt�Moxr awea�•� > H C01[IADL- OIA H T'ONBFF Four-wire system,Combo models, SPOWDEVI ".I°" wined for INDEPENDENT OPERATION. MAC t- r�rl_�1 MOVE I., oaEOL (—) �iJr I" o�1ii > p lOrn Can be tamed off at the panel while strobes continue to operate.) > ►+IY Vi2 s) AVWr ,,wueceSLAVE SLAW o �rn�oc V Temp 3 coding of Multi Alert IS CWjH, and PA400 sounders. tEMPJ pPE1tOFF- > NOTE: Strobes must be powered from non-coded supply. MODULE 2 FACPa ,wmr 2a1E=1 > MODULE 1 OUT - To NEXT f mom NIIO t) r-i �1 ZONE 2 �-� � rAer � .00Nrno� Off rs ` . TO NExT > ilii ( ,win DEVICE IIAC t fI z / 2 H. a'Y'ar ORES 4Our DEVICE 1! 1�11 (� ( ) fq MOVE fac-1 > > Nl1 ft M_. rnottatF. . Tb!lHfY t1D11tt -LYON W�C3... 2a11Ex. TRDIM.E O > DEVICE O IN OUT AW � REM rEr..rurrcn Orf aro his b rf 01 �b > and Strobes wX Moms will be TEW. ER ON temporal-coded operate m sync' and in sync. DIAGRAM NATES_ 1} Any crux of SpectrAlert homistrobe, strobe-only, or horn- only devices is allowable for Zone 1. 2) No devices or horn-only-are allowed on Zone 2. If no de- vices-are installed on Zone 2, terminate EOL resistor at horn-control terminal.. DN-5939-- Page 6 of 6 Z r RED VHTE VQRWt;andela arg m�F�@� a%mAAt @ /►• "3�.f .....a..._'.. .w $ ✓ - - nom DC nano FRR f# P1215 M2t5W 12 15 124 167 �- Horn/Strobes P121575 P121575W 12 15175 152 181 P2415 132415W 24 15 78 98 P241575 P2416M 24 15/75 91 111 P2475- P2475W 24 75 148 167 P24110- P241-10W 24 110 165 209 0 6 P2415751(Ovedierproo4 — 24 150 91 111 P2475K**epw#- — 24 75 148 167 Z- P24110K(w doMrool) — 24 110 165 209 P2415A P24-ISM 2# 15 78 98 P241575k P205751NA 24 15175 91 111 P2475A P2475WA 24 75 148 167 Canadian- P24110A P2411EAAlA 24 440 165 207 �- tbrn/stro6a� P241575KA(rredv p" = 24 W5 91 111 P2475KA(wealheW)oi) 24 75 148 167 P2411MA(w d*rprooi — 24 110 165 209 Spanish Laboll"ll,-Ho P241575F(FUEGO) 24 15175 91 111 S1215- S1215W 12 15 114 157 10 Strobes 5121575 W1575W 12 15/75 142 171 Im52415 52415W 24 15 53 80 5241575 8241575W 24 1505 66 93 52475 52475W 24 75 123 149 S24110 S24110W 24 140 140 191 S241575K*aherpmot) — 24 1505 W 93 52475K*alrerprooi) — 24 75 123 159 S24110K alrerprool — 24 110 140 191 52415A S2415WA 24 15 53 80 S241575A S241575NA 24 15175 66 93 S24754- S247SIW 24 75 123 149 Canadian Models, Strobes 524110A S24110WA 24 110 140 191 S241675KA(wealrerpro* 24. 15175 66 93 S2475KA(w *erproo4- — 24 75 123 149 524110KA*alrerpro4 — 24 110 140 191 Spanish LabelhM slrobas 5241575E REGO) 24 15(75 66 93 1-112124 H12t24W 12124 NA 12123 12121 HkwnS- 1112/24K(weatlrerproofj — 12124 f A 12/23 12 121 HC12124(coded power) HC1rM(coded power) 12124 NA 12/23 12 121 HC12124K(weaftrproat 12124- M 12123 12/21 for coded puwerj — H12/24A H12124WA 12124 NA 12123 12121 H12124KA(wealheM" — 12124 -NA 12/23 12/21 Accessories HC12124A(coded power) HC12/24WA(coded power) 12124 -NA 12/23 12/21 Sync-Ckve6 Module MDL MDLW 12124 M 16 24 MDLA MDLWA 12124 NA 16 24 Saaail me, S-MPW NA NA NA NA Plate for 8ii 4kl4ang MAY Backboo Wrt- BN BM NA NA 1% NA Unlvetrsal g Plate D-MP DMPW NA NA NA NA YMeatleerproot Bacc}ksaoc WBB — NA NA NA NA NOTES: 1) Canadian model numbers end in"A". 2) Latin American model numbers end in"F". 3) AN weatherproof models must use weatherproof badcbox modet VVM. #A#SpectrAiert producls-awdesigned for vralkmouaf order. 5) Installation of less than 75 candela strobes may be permissible under the equivalent facilitation clause of the ADAAG(Sec.2.2). However,it is the responsibility of the person or entity designing the fire-alarm system to determirwtha acceptabr't'rty-of Less than 7S candela strobes. 6) Ail 15/75 candela strobes or hom/strobes are recommended for 20'x 20'rooms or less. "For a complete kstirig of SpectrA/ert current require- ments,please referto=the Current Draw tables on-page-2 of this document, or-theinstrucdon Manual. Hom and hom/stnobe current draws assume the hom is set at Temp 3, electromechanical tone, and high audibRy. Page 6 of 6 — DN-5939 OFFICE OF THE TOWN CLERK DO NOT WRITE IN THIS SPACE TOWN OF SOUTHOLD Town Hall, 53095 Main Road RECEIVED: P.O. Box 1179 Southold, New York 11971 SUPPLEMENTAL: PERMIT ISSUED: PERMIT NUMBER: APPLICATION FOR PERMIT TO INSTALL, MODIFY, OR OPERATE EMERGENCY ALARM SYSTEM * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * PLEASE CHECK : FIRE ALARM XX AND/OR BURGLAR ALARM Answer all questions fully. consideration of your requestSupply ahy additional information helpful to full . Misstatement of fact will be cause for refusal of license, or irnrnediate revocation of license issued. NAME: Paphnel Vineyard ADDRESS: (Summer) 39390 Main Poad, Peconic, New York 11958 (Minter) Same Petrocelli Construction TELEPHONE NO. (Local) 981-5200 1 (Out of Town) NAME & ADDRESS OF CARETAKER OR WATCHMAN : TELEPHONE NO. NEW EMERGENCY ALARM SYSI"EM? TELEPHONE NO. FOR EMERGENCY ALARM SYSTEM IS CONNECTED TO E.lectron_ix Systems CENTRAL STATION NAME(s) OF COMPANY(s) SELLING, INSTALLING AND/OR MODIFYING EMERGENCY ALARM DEVICE: Electronix Systems Central Station Alarms, Inc. 3 MANUFACTURER(s) OF EQUIPMENT USED : Notifier NUMBER OF DOORS WIRED: NUMBER OF WINDOWS WIRED: IS THERE A SECONDARY SYSTEM? IS THERE A STANDBY POWER SUPPLY? Yes STANDBY POWER SUPPLY WILL LAST FOR HOURS. IS THERE A SILENCE SWITCH FOR THE AUDIBLE OUTSIDE ALARM BELL? Yes WHERE IS THE SWITCH LOCATED? A� I ire al,rrm cC111Lr0l Irur�l IS THERE A TIME DELAY BUILT INTO THE SYSTEM? HOW LONG IS THE DELAY? IS THERE A RED WARNING LIGHT LOCATED SO THAT IT IS OBVIOUS FROM THE OUTSIDE AND INSIDE ENTRANCE/EXIT TO THE PROTECTED PREMISES? WHAT IS THE NAME OF TILL COMPANY CONTRACTED TO SERVICE THE EMERGENCY ALARM SYSTEM? �-1.(�CLrunix q'sLem,J CenLral SLaLiorr Alarms, ific. TELEPHONE NO. (631) 271-9075 r E TE)RGENCY NO. Same r DATE: 1/17/00 SIGNAtURE: SUFFOLK COUNTY TAX MAP NUMBER OF PARCEL WHERE ALARM SYSTEM IS LOCATED IRA HASPEL ARCHITECT, P.C. 126 EAST MAIN STREET, BAY SHORE, NY 11706 PHONE: (631)665-7525 FAx: (631)665-7595 ;r June 21, 2001 Building Department Town of Southold 53095 Main Road Southold,NY 11791 RE: Raphael Vineyard Permit#25364Z To Whom It May Concern: I have made onsite inspections through the course of construction for the above referenced project and find that the construction meets or exceeds the requirements for its intended purpose and is in conformance with the construction documents. If there are any questions,please call. SincerelWL, r ICT P.C. cc: Jack Petrocelli Z:\chicks\Christine\Ltr062101-raphaeLdoc BUILDING DEPT. INSPECTION / [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS• DATE � INSPECTOR � III suauiNa oar. INSPECTION [ FOUNDATION IST [ ] ROUGH PLB6. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: v DATE 3 iAF2 -INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: kA%Azl- e4::D__ DATE INSPECTOR BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [FOUNDATION 2ND [ ] INSULATION [ ] FRAMING ( ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: 17 DATE yA/f INSPECTOR Z9 4" BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ (.]'ROUGFI PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: ��4a,4 DATE IN8PECT0 suauiNG oar. INSPECTION [ ] FOUNDATION 1ST [ UGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION 1 FRAMING [ ] FINAL [ ] FIREPLACE 8 CMiMNEY 1 ol DATE INSPECTO 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING FINAL [ ] FIREPLACE fl CHIMNEY REMARKS: izz, �-� DATE 11141610 INSPECTOR . • �f� v. .r��•%�� - � moi/ I� , • 1 LSI � � � -� � � L , / •�' PK oil � � r win All 14MIP Jit t t' 4. BOARD OF HEALTH . .. . . . . . .. .. . . . FORM NO. 1 3 ;ETS OF PLANS TOWN OF SOUTHOLD TAVEY . . .... . . . . . . . . . .... . .. . . BUILDING DEPARTMENT CHECK ............ . .......... .. TOWN HAIL SEPTIC FORM .. . . .. . . . .. . . . .. . . . SOUTHOLD, N.Y. 11971 ie"A2o /-1gRJ,ZN TEL: 765-1802 NOTIFY: '7 CALL .n�.�..��S 3. . . . . _gods" Examined................. 19 MAIL T0: . . � . . . .. . . . . . . . Approved.................. 19.... Permit No. ....... 0 5 .. �.Q ............ Disapproved a/c .................................. ................................... ...................................................... nnL, U ............................. (Building Inspector) 't\110v ? 0 1998 CATION FOR BUILDING PERMIT q Date.O . . .. 19` BLDG.DEPT. TOWN Of S UTH LO INSTRUCTIONS a. 'this application must be completely filled in by typewriter or in ink and submitted to the Building Inspector vi 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship.to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drama on the diagram which is part of this application. 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATICN IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in bui for inspect' - IRA HASPEL ARCHITECT P.C. '..i• -' .. tura i , or , if a corporation) 33 ANCHOR WAY 4464 OAK BEACH ASSN. OAK BEACH NEW YORK 11702-461"Z"(Mailing-address•of'applicant)................ State whether applicant is owner, lessee, agent, architect, engineer,'general contractor, electrician, plumber or buildeu ........ A944+.L:TE .............................................................................................. Name of owner of premises ...:� + .[ ::CS�. r 1,��................................................................ (as an the tax roll or latest deed) i If applicant is a corporation, signature of duly authorized officer. ......................................................... (Name and title of corporate officer) Builders License No. ......................... Plumbers License No. Electricians License No. ..................... Other Trade's License No. 1. Location of land m which proposed work will be done.............................................................. ttv .................................. N..I?o,�b`s 25. ...........�o......!.............................. House Number Street Haudet County Tax Map No. 1000 Section ....8.E?........ Block ....-:3? ........ Lot ...1J........... Subdivision ....................................... Filed Map No. ............... Lot ............... s<Name7 "` 11.0 2. State ehdsting use and occupancy'of lure ices and intended use and occupancy of proposed construction: t ►A b .. .... a. Existing use and j :�:•'.:...:�.::'............................... ............................. b. Intended use and occupancy ..................N C•• ' ... ........ .................. ............. R ). Mature of worts (d►edc which applicable): New Building ......... Addition .......... Alteration .......... Repair ............ Re ml ............. Demolition ............ Other Work .................................. (Description) i. Estimated Cost ......................... fee �L�2'�j�5... .......... (to be paid on filing this application 5. If dwelling, mober of dwelling units .. /�...... Number of dwelling units on each floor „N .A.......... Ifgarage, number of cars ......�/A............................ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use....N ........ 7. Dimensions of existing structures, if any. Front... .... / .... Rear ..WIA........ Depth ...u��........... Height .......�/�............. Axtber of Stories .....N ......... / Dimensions of same structure with alterations or additions: Front .....�1 ../�... Rear ...jj Depth .....Klh-.......... Height .....N/�+...4...... Kimber of Stories ..Njl:�........ ........ � N 8. Dimensions of entire new construction: Front .20?�: r ....... Rear .......:g.... Depth .<<...d..... 2 Height .........��5 IL 0. u......-7N tuber of Stories ..................... �1 q 9. size of lot: FYa►t ..1 .�T.:�.E.� Rear ....................! th �:!:,j.! ..... Dep, F, ...... 10. Date of Purchase ..................... Name of Former Owner ......... '. .1:::' .......: .... 11. Zone or use district in which premises are situated ............................................................... 12. Does proposed construction violate any zoning law, ordinance or regulation: ........................ 13. Will lot be regraded Will excess fill be removed from premises: YES' 14. Names of Owner of premises ` Ac Address I OQ ��G ST Phone No 9..............?,�-r-� O ► sP i 13� 2 58l-go Name of Architect .�.�.. ......!� �J:�P.:. Address R . �..!N. y :..sem:. Pt►one"No. ....... Z. Name of Contractor.?��t �. N�: l�Address r..a—...........:rrrone No ���rS Zoo . 5`AM� R's�o�ft.fi. C 3 15. Is this property within 300 feet of a tidal wetland? * YES .......... NO .......... *IF YSS, SWMCtD MM 1taA1FES PEMT MAY BE MgJIRFD. 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 amber or description according to deed, and show street names and indicate ,.�,l►ether interior or corner lot. (J�(� x•�",�s�r�}� r P-oM s Mf SWOEY OF PTY �' W a TOWN OF sovni" O N M � AL • 0 sm KEY PLAN — -- NO/�N NLGK IlO.wO SCTNC # '. [000- 85 - 03-II scn of MW YOM, SS i tjmszto tZ LOT. Ct7tlNIY OF ...............IRA HAVEL ARCHITECT P.C. 9-EFFR To A tW- f(Tr-cts PR,4tios 33 ANCHOR WAY ........................4464 OA�C�CA.MK 117U2- O. .... being duly sworn, deposes and says that be is the applicant (Name of individual sign above na►pd, Ileis the .............. ......................................................................... (Contractor, agent, corporate officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief.; and that the work Will be performed in the newer set forth in the applicati filed therewith. ELIZABETH MARTELLUCCI .worn to before me this Notary Pubtic. State of New York n �,l,, Qualified Suffolk County ............day of ��4.&. ...19..e. CoWlExpires•No01 MA5058026 oU Notary Public K/... ... igna o Thomas D. Reilly P.E. Consulting Engineer "For every house is Wit by someone,but the builder of all tongs is God" Hebrews 3:4 4 Bezel Lane Smithtown,NY.11787 Td:(516)724.7888 Fax:(516)724-5740 fur April 9, 1999 Ira Haspel,Architect, P.C. 4464 Oak Beach Association Oak Beach, NY 11702 Attn. Ira Haspel Re: Raphael Vineyard Southold, NY Dear Ira, On Tuesday, April 6, 1999, an inspection was made of the reinforcing bars and formwork for the foundation walls at the above-named location. The area inspected covered the area in the northeast section of the building from the southwest comer of the wine library room to the northeast comer of the tank room. All size, grade and spacing of reinforcing, and dimensions of the formwork were satisfactory and in accordance with the contract drawings. No corrective work was required. y�P o`,`� �g Very Truly Yours, o << n 4,00�3'�.- =:S 1 Thomas D. Reilly, P.E. pROFES�1�' TDR/pc File:Raphael Vin.2 IRA HASPEL ARCHITECT, P.C. 4464 OAK BEACH ASSOCIATION -33 ANCHOR WAY, OAK BEACH, NY, 11702-4612 PHONE: (516)587-8046 FAx: (516)661-8269 March 3, 1999 Town of Southold Building Department Town Hall Southold,NY 11971 F�Fw Re: Raphael VineyardR 8 19CPMain Road Peconic `"'" k SCTM# 1000-85-3-1 gtrDC. L. . Dear Mike Verity, Per our telephone conversations of today I am enclosing here in photographs of the reinforcing in the foundation for the above referenced project. As I mentioned, some of the forms were disassembled and photographs were taken today to show the size, spacing and location of foundation reinforcing. The foundation reinforcement is adequate for the proposed designed structure and the installation meets or exceeds requirements for this project. Please note that the reinforcement is located in a position as shown on the structural drawings which we previously faxed to you this morning. Also,please note that the rebar which you observed on site in the incorrect position at the pour stop was corrected prior to today's concrete pour. As previously stated to you, I have made four site inspections to date. 1) At ground breaking, 2) after excavation, 3) after rebar was formed for footing and 4)on February 28, 1999 after a portion of walls were formed. Enclosed please see pictures as mentioned above. Sincerely, s.; �S Ira aspe IH Jm encl. � _ � .�,. cc: Jack Petrocelli, Richard Olsen Harbich H:\FILES\COMAERCI\PETROCELWGENCIES\TOWN\1999\ltr0303 rebar inspection.doc IRA HASPEL ARCHITECT, P.C. 4464 OAK BEACH ASSOCIATION -33 ANCHOR WAY,OAK BEACH, NY, 11702-4612 PHONE: (516)587-8046 FAx: (516)661-8269 March 3, 1999 Town of Southold Building Department -VIA SAX ,'SND /��12�FLNE Town Hall Southold,NY 11971 Re: Raphael Vineyard Main Road Peconic SCTM# 1000-85-3-1 Dear Mike Verity, Per our telephone conversations of today I am enclosing here in photographs of the reinforcing in the foundation for the above referenced project. As I mentioned, some of the forms were disassembled and photographs were taken today to show the size, spacing and location of foundation reinforcing. The foundation reinforcement is adequate for the proposed designed structure and the installation meets or exceeds requirements for this project. Please note that the reinforcement is located in a position as shown on the structural drawings which we previously faxed to you this morning. Also, please note that the rebar which you observed on site in the incorrect position at the pour stop was corrected prior to today's concrete pour. As previously stated to you, I have made four site inspections to date. 1) At ground breaking, 2) after excavation, 3)after rebar was formed for footing and 4) on February 28, 1999 after a portion of walls were formed. Enclosed ptease see pictures as mentioned above. c , r r. IH:j�n EY encl. cc: Jack Petrocelli, Richard Olsen Harbich H:\FILES\COMDAERCI\PETROCEL\AGENCIES\TOWN\1999VtN303 rebar inspection.doc 03/02/99 17:19 0516 661 8269 IRA HASPEL AIA Q001/002 IRA HASPEL ARCHITECT, P.C. 4464 OAK BEACH ASsocww -33 ANCHOR WAY,OAK BEACH,NY, 11702-4612 PHME: (516)587-8046 FAx:(516)661-8269 Fax Transmittal Sheet 1 fs f� Date: March 2, 1999 Number of Pages,Including this Page: 2 3 -- To: Mike Verity < ' BLDG. DEPT. . O MATIN OF SOUTH,I Ot, ompany: Town of Southold Building Department Fax: 765-1823 From: Ira Haspel Job Name: Raphael Vineyard Job Number: 91097 Re: Reinforcing Inspection-• �IJtis��I � Comments: Please review the enclosed letter about the inspection made by Ira Haspel at Raphael Vineyard. Call if you have any questions or comments. VI Cc Jack Petrocel i,Rich Harbich MOM 03/02/99 17:20 0516 661 8269 IRA RASPEL AIA IM002/002 IRA. HASPEL ARCHITECT, P.C. 4484 OAK BEACH ASSOCIATION 33 ANCHOR WAY,OAK BEACH,NY, 117024612 ` PHONE: (516)587-8046 FAx:(516)661-6269 March 2, 1999 Town of Southold Building Department Town Hall Southold,NY 11971 Re: Raphael Vineyard Main Road Feconic SCTM# 1000-45-3-1 Dear Mike Verity, I have inspected the reinforcing bars in the footings and the walls on February 28; 1999 and they have been installed properly.Connections to the steel structure and other . structures above comply with the structural requirements of the building.If you have any further questions or-comments please call me immediately.Thank you for your attention. to this matter. Sincerely, Ira Has 1 N 40 1?e Ol ' DOOMM C 06/22/01 10:251 R A51 111 A 8269 S P E L A JK %, JM I A JU� i! +�•�• f�j001/001 126Epmo : �631STREET B AY SHORE,NY I�7525� FAX:(63)665-7585 T M June 21,2001 - Building Department. - Town of Southold j 53095 Main Road "J Southold,NY 11791 C41 RE: Raphael Vineyard Permit#25364Z To Whom It May Concern: I have made onsite inspections through the course of construction for the above referenced project and find that the construction meets or exceeds the requirements for its ro intended purpose and is in conformance with the construction documents. If there are any questions,please call. Sincerely, el IRA HAS L,ARCHITECT P.C. cc: Jack Petrocelli z,ma�dn�cn�wuauosz ion-�on.d.aa L PEI _CONSTRUCTION, INC. fiXtri alplko[LYork 11779.516-981-5200•FAX 516-981-5239 2 31999 ; TOWN OF s OLO D March 19, 1999 Southold Building Dept. Town Hall 53095 Main Road P.O. Box 1179 Southold,NY 11971 Attention: Gary Re: Permit No.25364 Dear Gary: As per your request, enclosed is the design mix intended to be used on the above- referenced permit. .1 Sincejely, i Q> i' Join M. Petrocelli, Sr. President I JMP/ss Enclosure P.02 Feb-15-02 02:37P FROM NICOLIA READY MIX pHo E W. : 516 669 7702 Jan. 25 1999 08:06AM P2 NICOLIA READY MIX, INC. P.O. Box 1065 West Babylon New Yorkl 1704 (516)888 2200 Plant 10c:<ions: RiM &Wl Yaphank•Smithtown*West Babylon-Westbury-island PWIL,New York" January 19, 1999 Concrete Structures 2380 Pond Road Ronkonkoma New York Re: Raphael vineyards Southold New York To Whom It May Concern: Nicoba Ready Mix,Inc. is pleased to present to you our Mx Design in conjunction to the above captioned project as follows: (Conventional) 4000 PSI PLACEMENT Cement 61) Norval Type VII ASTMC C-150 Sand 1330 L.I.Natural,ASTM C-33 3/4" 1700 L.I. Natural,ASTM C-33 Daravair AEA S.8 ozs. w.r. grace aft(C-260) Air 5.5 w.r grace w/bycol(C-494) WRDA Hycol 18.3ozs. Orals Water 34.5 Slump 4.00"(+/-) 1 WAC Ratio .47 Vew truly yours, N LU READ INC. Antonio L. Nicolia President • IRA HASPEL ARCHITECT, P.C. 4484 OAK BEACH Assocu►noN -33 ANCHOR WAY,OAK BEACH,NY.11702-4612 PHONE: (516)587-8046 FAx:(516)661-8289 Fax Transmittal Sheet Date: March 2, 1999 Number of Pages,Including this Page: 2 To: Mike Verity Company: Town of Southold Building Department Fax: 765.-1823 From: Ira Haspel Job Name: Raphael Vineyard Job Number: 91097 Re: Reinforcing Inspection Comments: Please review the enclosed letter about the inspection made by Ira Haspel at Raphael Vineyard. Call if you have any questions or comments. Cc: Jack Petrocelli,Rich Harbich IRA '_HASPEL ARCHITECT., P.C. 44"Om BEACH AS&SGCiATM -33 A cwm Ww,Om BEACH,NY,117024612 PHONE: (516)587-8046 FAX:(516)661-8260 March 2, 1999 Town of Southold Building Department Town Hall Southold,NY 11971 Re: Raphael Vineyard Main Road Pecouic SCTM# 1004-85-3-1 Dear Mike Verity, I have inspected the reinforcing bars in the footings and the wall on.February 28, 1999 and it has been installed as per the approved plans and specificatio to the steel structure and other structures above comply with the.structural requirements of the building.If you have any further questions or comments please call me immediately. Thank you for your attention to this matter. Sincerely, t o N 4 Ira Haspel �� 03/03/99 10:11 0516 661 8269 IRA HASPEL AIA IM 001 I-RA HASPEL ARCHIT`ECT9 P.C. 33 ANCHOR WAY 4464 OAK BEACH AssocumoN OAK BEACH,NY, 117024612 PHONE: (516)587-8046 FAX;{515)881-8289 Fax Transmittal Sheet Dater March 3, 1999 Number of Pages,Including this Page: 7 To: Mike Verity Company: Town of Southold Building Department Fax: 765-1823 From: Ira Haspel Job Name: Raphael Vineyard Job Number: 91097 Re: Reinforcing Information from Structural Drawings Comments: Per our telcom today @ 8:00 am.please refer to the following enclosed drawings: ■ Wall Section 3 on ST-1 —Fnd. Wall at Cone. Slab Detail ■ Wall Section 4 on ST-1 —Fnd Wall at Steel Joist Detail • Drawing Title and Notes • Footing Schedule ■ Detail 2 on ST-I —Int. Col. Details Please note that letter of March 2, 1999 should have referenced(4)four inspections to date,up to February 28, 1999. Please call with any Questions. Thank you. ��wKs�no�rw�aes +�c�rrcrosrowcni�+r .aa m/o3N9 Y M t t nA ` tG d x s wA R/ F,)'r,3 17-E .z it-Mk . w IRA HASPEL ARCHITECT P.C. 33 ANCHOR WAY 4464 OAK BEACH ASSN. OAK BEACH NEW YORK 11702-4612 f * k IS tr 7R At pe OUT 55 w �� '•.� zAk so t - IRA HASPEL ARCHITECT P.C. 33 ANCHOR WAY 4464 OAK BEACH ASSN. OAK BEACH NEW YORK 11702-4612 z d r I i y LA) (T i ���- IRA HASPEL ARCHITECT P.C. 33 ANCHOR WAY 4464 OAK BEACH ASSN. OAK BEACH NEW YORK 11702-4612 r 40 - yy ..�' • -- .41k " ylj -V 40 (TrvN IRA HA P SEL ARCHITECT P.C. 33 ANCHOR WAY 4484 OAK BEACH ASSN. OAK BEACH NEW YORK 11702-4612 ARCHITECTURAL SPECIFICATIONS ' 1. The work consists, in general, of site preparation and construction of additions to the masonry and frame building shown on the drawings, and cs described in these specifications. 2. Role of the Architect: The Architect was retained b)f the Owner: A, To prepare sufficient drawings and specifications for review by governments/agencies having jurisdiction, B, To provide additional consulting services during the construction phase of the work. GENERAL NOTES 1. Contractor shall obtain ail required approvals permits certificates of occupaqcy, inspection a~prsval, etc. for work performed from agencms howng jurisdiction thereof. 2. All work to be dane in confo,rmity with N.Y. State Building Codes, all JocaJ codes, and National Electrical Code, latest edition. 5, Contractor to verify all dimensions prior to starting work. Contractor to notify Architect immediately of ,any discrepancies 4. All materials to be used on this project shall be installed in strict conformity with the manufacturers recommended specifications for installation of their prodacL 5. Contractor shall maintain co~erage for oil insurances, bonds,etc. as required by law and by the owner. 6, The contractor shall provide all safeguards as required to preclude injuq to owners and controctom personnel, <:nd to oil other persons at the construction site. 7. Contractors shall exercise good judgment to minimize damage to adjacent properties. All areas damaged due to new construction snail be restored to their original condition, B. Each trade shall familiarize themselves with the intent of these plans, cnd coordinate their work with other trades. 9. If, in the course of construction, a condiUon ex~sts which disagrees with what is indicated on the plans, the contractor shall stop and notify the architect. Should he fail to follow this procedure and continue with the work 40 shall assume all responsibiity and Iiabiity aris ng therefrom. 10. All work and material shall be guaranteed for a period of one (1) year from dote of acceptance by owner. 11. Do not scale drawings. Written dimensions supersede scaled dimensions. 12. DrowinBe and specifications as instruments of service ore and shalL remain the property of the architect, whether the project for which they are made is executed or not. They ore not to be used on any other projects or extensions to this projecl, except by agreement in writing and with the appropriate compensation to the ArchAect, TOWN OF ~OU'fHOLD BLDG. Db'l. SUB. 0 TOWN OF SOUT~OLD BUXI. DU.'h SUB. 11 TOWN OF SOUTHOLD BLDG. O~-'N SUB, 12TOWN OF SO~I-IOLD BLIP. D~.'I. SUB. 13'rOWN OF SOUTHOLD BLDO. CONB'TRUC77OM DOCUMENT DATE ' REVISIONS SCHEMATIC DESIGN PRE-AROHITECTURAL, REWEW 80ARD SITE PLAN AS PER SURVEY SITE PLAN DEPARTMENT OF HEALTH SUBMITrAL REV1EW BOARD SUBMISSION REVIEW BOARD SUBMISSION BOARD SUBMISSION Copyright 1999 -- Ira Haspel IO/30/ER DATE OCCUPANCY OR USE IS UNLAWFUL lii~tj~.~q 5 M NOISD , WITHOUT CERTIFICATE m z, OF OCCUPANCY FIRE INSPECTION REQUIRED BEFORE OPENING * I~I IIL~UIII~ I~R NJIIJI II NOnW IUILOING DERIbqTMENT AT '78~.1B02 O AM TO 4 PM FOR TH~ FOLLOWIO INBRECT1C)NE: 1, EOUNOATION - "tWO REQUIRED FOR FOURED CONC'REI~ I, INSUI..A'~O~ 4. FINAL - CONIf~UCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION & ENERGY CODES. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS PI. UMBER CERTIFICATION ON IF. AD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER ~j SUPPLY SYSTEM CANNOT LEXCEED 2/10 OF I~ L~AD. If ooppm'tub~ buNd for ,~ dlltdb~lng ~ piping ibiII bi of qq~m Km' L~nly DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. PLUMBING ALL PLUMBING WI~Ill & WATER LINF~ NEED ~ BEFORE COVERIN~ BUILDING DEPARTMENT NOTES Occupancy Group C3.1 Low Hazard NEW AREA Basement First Floor Mezzanine Cupola Total New Construction Class Building Type + 14,113 G.S.F. + 11.639 G.S.F. + 795 G.S.F. + 262 G.S.F. + 26,809 G.S,F. 2b&3 1, All work shall comply with N.Y. State Uniform Fire Prevention and Building Code and NFPA 101 (code for Safety and Ufo fromm Fire in Buildings and Structures latest edition.) 2. Provide manual extinguishing equipment in accordance with NFPA 10 - Standard for tnstaNation of Portable Fire Extinguishers. 3. Interior finish shall be Class A, minimum. All carpeting to be Class 1 fire resistant. 4. Provide artificial light and ventilafion in conformance with Section 1051 and 1004. 5. Fire stap vertical spaces in wails and partitions at floor level, ceiling, and ali furred spaces not to exceed 8 feet vertically orr 20 feet horizontally. ~L~ '~_,) Plastic materials shall conform to part 7!e of the Unified Code. 7. PlumPing shall comply with Article 9 of the Unified Code. 8. Electrical installation shall comply with Article 11 of the Unified Code. 9. Occupied spaces shall be provided with either natural ventilation or mechanical ventilation. 10, Occupied space shall have o minimum height of B feet. Non habitable spaces wdl.~e ventdoted by natural or mechanical ventilation as set forth in section 1004.2. The minimum operable area of the opening for venUIotion shall be set forth in Part 71'2. WARNING: It is o violation of the iow for any person, unless ectin§ under the direct supervision of a licensed architect, to alter any item in any way bearing the seal of on orchitecL If an alteratiOn is made, the altering architect shall affix to his item the seal and the notation "Altered b~. ·foliowed by his signature, the date 6f such dteration, and a specific description of the alteration, THOYAS D. REIT.T.Y, P.E. STRUCTURAL ENGINEER 13. MINIMUM FiRE RESISTANCE REQUIREMENTS Structural Element Construction Class Floor Other structural elements except exterior & fire waits Exterior - Pedy Walls Interior - Fire Wafts Roof Type O nc · 3 hr. 2 hr. C r Basement First Floor Mezzohlne Cupola Uniformly dlstdbuted and concentrated live loads shall be the loads produced by the intended occupancy and use, but in no case less than the minimum live load ia canformlty with 1-80~. Minimum loads tar occupanciee and uses oat included In the table shall be in conformity with generally accepted standards. Minimum snow loads shall be in con~ormlty with table IV-BO~ and shall be applied normal to the 'roof surface. Minimum wind loads shall be in coaformlty with tables V-80~ aod VI-80~ end shall be applied normal to fha,roof surface. TABLE III-BO~: UNIFORMLY DISTRIBUTED & CONCENTRATED LIVE LOADS FOR gENERAL BUILDINg CONSTRUCTION O~cuponc.v or use Uniformly distdbutsd Concentrated loads loads, psf in pounds 100 2,000 100 2,000, 100 2,000 100 2,000 TABLE ~-705: MAXIMUM HEIGHT & FIRE AREA MAX. HCT.: 2 Srf. - MAX. RRE AR~: ~S.F. (+7~% if 50' wide access on (5) sides) = 31,500 S.F. AT,DO AN'DREOLI, p.E. EN%,i ON ENTAL DWG CS-1 S1-1 SI-2 S1-2A S1 -,3 S1-4 A1-0 A1 -aA A1-1 A1-2 A1 -.3 A2-1 A2-2 A5-1 A3-2 A5-3 A5-4 A4-1 A4-2 A4-3 A5-1 A5-2 A5-3 A5-4 A5-5 A5-6 A5-7 A5-8 A5-9 t~ST-1 ST-2 ST-3 ST-4 ST-5 Ira Haspel -Architect, P.C. DRAWING LIST COVERSHEET, GENERAL NOTES AND LOCATION MAP SITE KEY PLAN AND DATA SITE DRAINAGE PLAN SITE DETAILS SITE DETAILS AND CALCULATIONS DRIVE PLAN AND DETAILS BASEMENT FOUNDATION PLAN FOUNDATION LAYOUT PLAN FIRST FLOOR PLAN MEZZANINE FLOOR PLAN ROOF PLAN NORTH AND EAST ELEVATIONS SOUTH AND WEST ELEVATIONS SECTIONS A, B & C NOT USED DORMER/CUPOLA PLANS/SECTIONS NOT USED WALL SECTIONS WALL SECTIONS WALL SECTION PART PLAN @ RECEPTION/INTERIOR ELEVATIONS PART PLAN @ ZASTING/LAB AREA & HLC. TOILET/MEN'S & WOMEN'S H.C. TOILET* NOT USED PART PLAN & SECTION @ CRUSHING AREA / H.C, LIFT PLAN & SECTION PART PLAN @ TANK ROOM SECTIONS @ TANK PLATFORMS ENLARGED EXTERIOR TRENCH DRAIN ENLARGED EXTERIOR ENLARGEB EXTERIOR FOUNDATION'PLAN RAMP DETAILS/ STAIR DETAILS RAMP DETAILS FI'RST FLOOR FRAMING PLAN MEZZANINE & CUPOLA FRAMING PLAN ROOF FRAMING PLAN TRUSS & ROOF FRAMING DETAILS aame & faction: LATEST REViSIO~ DATE APRIL 6, 1999 APRIL 6, 1999 APRIL 6, 1999 APRIL 6, 1999 APRIL 6, 1999 APRIL 6, 1999 APRIL 6, 1999 APRIL 6, 1999 APRIL 6, 1999 APRIL 6, 1999 APRIL 6, 1999 APRIL 6, 1999 APRIL 6, 1999 APRIL 6, 1999 APRIL 6, 1999 APRIL 6, 1999 APRIL 6, 1999 APRIL 6, 1999 APRIL 6, 1999 APRIL 6, 1999 APRIL 6, 1999 APRIL 6, 1999 APRIL 6, 1999 ~PRIL 6, 1999 APRIL 6, 1999 APRIL 6, 1999 ~'~ PECONI lMM 91097 COVER SHEET/ GENERAL NOTES ' I .S X 'IC t TRYRON) -' ..,,c.o,w^Y AND LOCATION MAP ~~11~ ~MS~BE~, ~ 11~ ~, ~Y~11~12 I ~;~I F~~ ~51~ F~Sl~I~ ~Sl~ F~51~1~ SOUTHOLD, Y0R CONSTRUCTION DOCUM SITENo, ?o LocATIONs~ ~ -~B ~ ~- I PARKING CALCULATIONS RETAIL/TASTING RBDM - RETAYL 1 STALL PER EO0 S. F, FLUOR AREA REO'U 70DEB S.F. FLOBR AREA = 36 STALLS 1 STALL PER 500 S, F, FLOOR AREA DR I STALL PER EMPLOYEE CWHICH EVER IS LAR~ER) 4,573 S.F. FLOOR AREA = 9 STALLS PROVIde] ~DTTLE. ~ARRELL & MISC STORAGE - 1 STALL PER 1,GOD S. F, FLOOR AREA 7,404 :,IF. FLBOR AREA = B STALLS PROVIDE) STALLS PIRDVI~IE~1 FROM $, F, AlcOVE = S3 HAN]IlCAPIPE~ STALLS R£Q' n = g STALLS PI~I~ = E7 ! ~IN P~KI~ L~ PARCEL 1 All tho: plot, piece or pereel of lend stuD:ed , ynq end belne et PecOnic. Town of Sou:Hold., County of Suffolk, on'd Store of - Ne.w York, known ond designated Os Porcel 1 Dmso known os , p/o Suffolk ,Count), Tox mop Lot 11 Block OJ Section 85 District 1000 ~s more portlculor!y sounded end described os follows: Be~linnlng ut e Doint on the southerly side of Meln ,Rood S.R, 25 distont 521.59 westerly from the corner formed by:he ~ntersecUon of the southerly side of Moin Rood S R 25 wth the westerly side of Ind)on Neck Rood; RUNNING THENCE south 61 degre, ee 04 minutes 20 seconds west 141.78 feet; THENCE south 05 degrees 41 m~nutee 1;3 seconds eost 167;63 feet; THENCE south 61 degrees O0 minutes 06 seconds west 11.21 feet; THENCE south 29 degrees O0 minutes 17 seconds eost 26,02 feet; THENCE south 05 degrees 41 minutes 18 seconds eost 286.79 feet; THENCE north 73 degrees 45 minutes 54 seconds eost 153.00 feet; THENCE north 07 degrees 56 minutes 50 seconds west 511.13 feet to the southerly side of Mom Rood S.R. 25 the point or ploce of beginning, PARCEL 2 All tho: plot, piece or p~rcel of I~nd eltuoted , lyln~ ond being et Peconlc, Town of Sou:hold County of Suffolk GnU btete of N§w York, known ~nd designoted es Per:el .24 oleo known ee p/o Suffolk Count,/ T~x mep Lot 11 Block Oa Section 85 District 1000 ~s more particuler!'y bounded ~nd described es follows: Beginning o[ ~ point on the southerly side of M~in Roed S.R. 25 dlstent 832.32 westerly from the corner formed by the intersection of the southerly side of Moin Ro~d S.R. 25 with the westerly side of Indk]n Neck Rood RUNNING THENCE south 61 degrees 04 m nutes 20 seconds west 282,42, feet; THENCE south 05 degrees 49 minutes 38 seconds eest 381,85 feet; THENCE north 73 degrees 44 minutes 50 seconds eoet 26:~,10 feet; THENCE north 05 degrees 41 minutes 45 seconds west 445,05 feet to the southerly side of Moin Rood S.R. 25 the point or p~oce of beginning. PROPOSED SUBDIVISION PROPERTY SITUATED AT PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C.T.M. DISTRICTIO00 SECTION 85 BLOCK 05 LOT 11 PROPOSED BUILDING LAYOUT RAPHAEL VINEYARD NEW VINEYARD .&: WINERY) ROAD S.R. 25 (,KINGS HIGHWAY) SOUTHOLD, NEW YORK MAIN SITE PLAN BASED ON SURVEY BY: JEFFREY S, BAUSCH, P.L.S.,P.C. 289 Donold Blvd. ~tolbrook, N.Y, 11741 516) 585-8~:27 SURVEY GUARANTEED John Petrocelli Sr. STG Associates, Inc. TO: Survey Dote: March 30, 1998 UNAUTHOR ED TERAT]O OR A D 0 0 T IS SURV THE ND 5URV~OR S INKED S~L OR EMB S S GUARANTEES INDICATB HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURV~ IS. PREPARED~D ON HIS BE~LF TO THE T~ COMPANY OOVERNMENT AOENOY, ANO EASEMENTS AND~OR SUBSURFACE STRUCTUREES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF THE SURVEY THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES. ARE FOR A SPECIFIC PURPOSE AND USE; THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES ADDITIONAL STRUCTURES, OR ANY OTHER MPROVEMENT BASED ON TEST HOLE DATA BY: MCDONALD GEOSaE~ICE BOX 1000 SOUTHOLD, NY 11971 (51e) 7e5--3677 NAME: PETROCEI I I RAPHAEL VINEYARD SURVEYOR: BAY:CH LOCATION: PECONIC TAX Id.~P NUMBER: 1000-85-3-11 PROJECT DESCRIPTION: SITE PLAN DATE: 4./13/0e GRADE 0:1:110.0' BROWN S~I.~ LOAM OL 1.5' 2.5' BROWN LOAMY SILT ML BROWN F1NE TO COARSE SAND 7' PALE BROWN FINE TO COARSE SAND SW 1~.8 17' ~ WAI~K IN PALE BROWN FINE TO COARSE SAND COMMENTS: WAl.t.,~ ENCOUNle.~ED 16.8' BELOW SURFACE '~ 'r~ST BORE LOCA~ON ON ~-2 ] N 6'55'55'W N/O/F DAVIDClCHANOWICZ N/O/F ELIZABETH 'ANN BOCK )' MON. FND. PROPERLY LINE ~,, EXISTING V~.ES ::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ~.:--':-'~E~Z~ E:_--.EE~.:_-..~-~:--.::-:-:--.:.-_.-_-.~:. NOT SHOWN EXISTING :::::::::::::-:::::--::::::::~':::::::::::::::~'~-.::: ?-' VINES ::::::::::::::.-::::::::::::::::~:::::_-::::::::::~r~F:~::: ----:-":LC-7::LT-7-": '-'- '::':"%:%::w~'"~-:;-_::%;% ........... :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ~'7' ,56' 50' E . I ~ FND, 2.814..22" \ N/O/F MAP OF WILDOATS',SUFFOLK coumY riLE NO. t9-~31 OF PECONIC B&Y COVE." SUFT'OLK COUI~IY RLE NO '~.EDWIN W. KORAI FSKI (OPEN SPACE) , Lo.O.T N/O/F J~ES A. I .-- - .... --F ...-. ' 'ro,u FLa~UlU~ I~¢a,~ S.C.T.M.#. BIST 1000 ,A= ~ .-- ~ 0.~,..~,..~,~ ~,~ ¢ s.-...~ - ,,/=/. ''" ..... ¥ SEC. 85 TOWN OF SOUIl-IOLD BLDG. DEPT. SUB. 10/210/98 su.. , LOT 11 |15TOWN OF SOb'~OLD BLD~, DEPr. SUB, CONFORMS3 CON~i~dCTION DOCUM~3ql~ 04, 9 9 TOWN OF SOUTHOLD Sl-~, Sl-~ Sl-.~, ~o s1-~ .................................. I .......................... :::::::::::::::::::::::::::::::::::::::::::::::::::: SUFFOLK COUNTY. N.Y. :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: _~, --, ~ 1000 85-03-11 ~ ~ ::::::::::;:::::::::p::::::::::::: · · FEB. 28, 1995 EXISTING ZONE IV METAL FARM k BUILDING :::::,:::::::::::::::::::::::::::::::::: : -- :::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ......... ::~-:-:-: .........: ............ :'-.~ ......................................... .... :::Z:--::Z:Z::::Z:::Z:_::2~:::ZZ:-::::::-::: --::2:: Z: 2- .......................................................................... . ................ .................................... ~ ........................................... ' ............. :- ::-'-,.~r~n "r~'~_.- · .................. · EXISTING -_2:::.~:::::-:---_2:':.-'-.:'-.-.~ ........:: ................................. VINES Z:Z::Z:Z::Z:Z:::::::::::::::E::::::::: ........................ :- -- .................... .~."-'.:i~ ............................ .r,.-..,.....,~.~. - ...... '.'.--:~:.~_~_:'_.~_~.~ NOT SHOWN ..................................................... ._~.3~[~1]~'(~ .................... ; ......... '~( ,~=' ,4.?~ '~ .......................................................... ¥tNES .................... ' ~ ~..... ---- · EXISTINGviNES ::::-:--::::::Z,- Z: :2": :: :-~--Z'~:- ::--' ......................... - S. 05 4'1 !B·~ IIIIa ~__.,? NOT SHOWN ................................................... :-:::: ::::::-: ........ -.... 2B6 ................... : ..................... :- ............................ :.-_-.-.:.:....,, .7g .-,,,.-,,m 1 ~IuRY :~:~--~--.--~--!---!-:!~!~!:!~-...~!-:!:!--~---~.-:.--~---~.~--~.~:~:~:~:~:~:~ ::::::::::::::::::: ii/illIIIllliil ?~"4' SHED :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: _E[EEET[I-[[i PIPE FND. MON. FND. MON. F'NO. - .............................................................. FOR 28 SPA~ES p[~TO~c~[~TY NOT SHOWN FOR ADDmO NN. i N FOR~,iATiO ~'__--~i__--i_;i~i_--i_--i_--~i~i_--!_--i_--i-- ON BUI~ING ~ON ~ ::::::::::::::::::::::::::::::::::::: ............ ~=50.~29 ACE~ D~mON ~D D~E ~,~M .............................. ~ .............. D~IGN R~R ~ SHELm~ ::::::::::::::::::::::::::::::::::::::: ........ -':--:=;~;--~'"-'""~'~'ml'fm",'~=l-,-~=~-,-~mlm~m,m~m. PROPERTY LINE I,~A~ o~ .. ~.. ~,~., ~ ~..,,~-. ,u...'r~ (~, .-=~ · == S.C.T.M.#: DIST 1000 ~, o, ,.~,~ ,.,~.~ ~. s..,.=o. - ,a/~. / · SEC. 85 I STKil~ Or NEW ~ D.O.T. RE~;L~BMiTfN. (C.A,,q~ t ~-2~) - 11~ ] ................................. - .................. ~v~ r~ vJ~ BEK. 03 ................... - ............................... EOT 11 ALL gTE UGH'rING SHALL BE MAINq'NNED ........................ ON SITE AND SHALL PROI/~DE A bllN. OF ONE FOOTCANDLE ........................ EXISTING ........... ......... VINES_ ~,.G SH,U.L a~ _ _ _ -EXIST NG ......... .o,,y ?;~.W~H ^ ~u.~ or .............................. ..... -- .... VINES ................ 2-1/2 TO 3 MINMUM ............ - - ALL TOP OF CURB EL~ATIONS ............................ - ....... NOT SHOWN ARE TO BE 6' -- .............. -- .... ~OVE PAW~ ~ ~D~TED ............................. - ............. ~ ................ - ALL D~M. FO~ D~(S) ................. --~-~ ......... ~ ......... -- ..... ......................................~ .... / ~ .............. ......................... ~._ _ ~,~j_~ , ................................. ~ ~ ~_~ ~~~-. ............................~ ~ ............................ ~ ~ %. ,,,, ~~ .......................... ~ / ~ ~--- ~;~~/~ ........................... / ,,, ., ........................... ~ ~/ ~ .............................. ,~.-o- ~,~ ~o~- .~ I ~ 6A .............................. A ...... ~ -- -- ~ ~ I 0 ~ ............ ~ ..............,~:,~ ~$~ ~ ~ ~ ~.--~--~ - / ,'- ';$ ............................ · -t--~__ ~--- ~ ~ / Il'_ - ' ~ ~ -'-~'~:~ ..... ~'- · · - ............................... / ......... - ............................... ~ ~ ~ ~1. ~+'"~'1i-~-- ;.; '~, ,~ ~-T-~~. ................................. ~ __ II ~ II '~ ............................. . ~ I ~ ~ ~ . - e ~ _ ~" /~'~"~ :.~,~--;._ REFER TO MEP DRAWINGS FOR SANITARY INFO. -ALL SANITARY COLLARD TO COME TO GP~E, AND HAVE CAST IRON COVER. ................................. SANITARY ._N.O.2 ' ,,' "~' \RT 3' · DRIVE ~ ~,.,~ u l~ k-~'~/ ......... --'..-- ............................ .- \ ~ ! .' = . - KI~-W ' \ .~ qY ....... _______ PDD.OD' NEW ASPHALT PAVING AS PER TOWN SPECS LP. ~--------~ ~ ~[,~,1 __ ~,; *VAN "" - ~ VIN~S .- ,r ~ ~~p. ~ ~ ....................... · GREEN HOUSe' ~00.00' GRADE AT G~L................ ~ ~ LI [ o 1' . Zi ~ / ~ ................... , -- · BCO0.O0' C~aE AT aU~U~ CO,NE, ~ ~ ' ~ ~ ~ ) '~ .............. '. '. Q~IN ~oo.ov ~E~ o~ ~N~ NT ~O~M ~N ~ ................. ~'- 1~' OF ~URB ECOO. DO' ~I~ING CONCR~E CURD TO REMNN :~oo.oo. c..~...., o..~,~.~ .o. ~.~ ~~.~ ............................... ~.- CCO0.O0' SOLID ~ iRON C~ .................................... ~ ...... S~ Sl--3 ~R IN~. . . G~ MAIN ABOUT c~oo.oo: SOLID ~m ~RON ~ ...... ~ . 2'--5" OFF SHOUL ,coo.aaH~DI~PEO PATH ................................................. --. -- -- ~ ........... ~V~y~ .... -- ...... ~ OF ROAD ~....~.,,~,.--~. - ' --_ 372 L---____L,__~ L-, ............ EXISTING --- ------ -- VINES -- -- ........ ................................................. ~IST NG ~ ~ ....... - .......................... -' VINES ......................... ......................... - SCALE: 1" = 50'-0" 0 15' 30' SCALE: 1' = 30' ~ TOWN OF SOUB~IOLD BLDG. DEFT. SUB. 10/30/98 IOTOWN OF SOUTHOLD BLDG. DEFT. SUB. 11 TO~N OF SOUTHOLD BLDG. DEFT, SUB. 12 TOWN OF SOUTHOLD BLDG. ~¥. SUB, 13 TOWN OF SOUTclOLD BLDG. D~Pk SUB. l& CONFORMED CONSTRUC~ON DOCUME]~TS CONSTRUCT/ON DOCUMENT DATE / / REVISIONS BATE SCHEMATIC DESIGN PRE-ARCHITECTURAL REVIEW BOARD REVISED SITE pLAN AS PER SURVEY REVISED SITE PLAN DEPARTMENT OF HEALTH SUBMITTAL REVIEW REVIEW BOARD 60' CENT~INE DF R§V ............................................ (TYb BOARD ,rTght 1999 -- Ira Hcmpe~ CL~EST P~NT~ ~ &ff,:,~Jq.~, --"'"m'm'm'm'millm,mmlmlll,ml·,mllm·,m WARNING: It is o violation of the low for any person, unless acting under the direct supervision of o licensed architect, to alter cn~' item in on}' way bearing the seal of an architect. If on alteration is mode, the altering architect shall affix to his item the seal end the notation "Altered b~:" followed by his signature, the dote of such alteration, and o specific description of the alteration. THOMAS D. RETT.T.Y, P.E. S'rF. UCTURAL ENGINEER 4 ~E~. LN~ ~ 61~-7"~-~ FAX: rd&734-6740 ~T.nO ANDREOLI, P.E. ENVIRONMENTAL CONSULTANT 152 8OUTH COUNi Kt' ROA0 REMSENBERG, NY 11~0 TEL.: 6t6-325-0582 FAX: 616-325-1M8 Ira Haspel Architect, P.C 53 ANCHOR WAY 4464 ON(BEACH ABSOCIATION OAK BEACH, NEW YORK 11702,4612 TEl.: 518-587.8046 FAX: 616.,~1.8289 & Iocatlan: MAIN SOUTHOLD, DRIVE JMM 91097 SITE DRAINAGE -- . S 1-2 NEW YORK CONSTRUCTION DO ' NEW PLANTINGS SEE SHEET L1-1 FOR, ADDITIONAL INFO. 5" DIA. GATE POST TOWN OF SOU~-IOLD BLDG. DE~:~To SUB. 0 TOWN OF SOUTHOLD BLDG. DEPT. SUB. TOWN OF SOUTHOLD BLDG, DEPT. SUB, OF SOUTHOLD BLDG. DEPT, SUB, IwTOWN OF' SOUll~OLD BLDG. DEPT. SUB. 14 CONFORMED CONK~UCIION DOCUUEN~S CONSTRUCTION DOCUMENT DATE REVISIONS / / DATE SCHEMATIC DESIGN PRE-ARCHffECTURAL REVIEW BOARD REVISED SITE PLAN AS PER SURVEY REVISED SITE PLAN DEPARTMENT OF HEALTH SUBMWFAL UP, AL REVIEW BOARD REVIEW BOARD Copyright 1999 Irc Hospel NEW 6" CONC. SLAB w/6xG-lO/10 W.W.M. 3" NEW MULCH ARE/ PART PLAN LINE POST x 10"¢ NC. FTG. (TYP) Y GATE POST ~/5'-0"D x 12"¢ CONG. FTG,(TYP) CHAIN LiNK FENCE GATES w/"BROWN" VINYL VERTICAL SLATS Z NEW GR,AVEL WALK SEE SITE PLAN FOR ADDITrONAL INFO NEW 6'-I0" H, CHAIN LIINK FENCE w,/ "BROWN" VINYL VERTICAL, SLATS 7 16'-0" III DIA. POST 5'-0"D x 12"¢ CONG. (TYP) CASSlON 0 4000 PSI -NEW 6'-0" H, CHAIN LINK FENCE GATES w/"BROWN" VINYL VERTICAL SLATS GATE ELEV. Ill L 5'--0" 5'--0" LJ J 5" DIA. PO:W/ 5'-0"D x 12"¢ CONG. (TYP) CASSION 0 4000 PSI REAR ELEV. COIL SPRING TENSION WIRE I? t 6'__' ~//--~4 REBAR CONT. ./] SLOPE · AND FILLER W,W.M. 5" GRAVEL DRIVE STABILIZED BASE COMPACTED SUB-GRADE TO 95% COMPACTION COMPACTED SUBGRADE ~ 95% COMPACTION ~'~' SCALE: 1-1/2"=1'-0" -LIGHT FIXTURE TO HAVE 75 WATT METAL HALIDE BULBS -ALL SITE LIGH~NG SHALL BE CONTAINED ON SITE. -REFLECTORS SHALL BE INSTALLED ONLY IF THE LIGHT IS NOT MAINTAINED ON SITE. THIS SHALL BE DETERMINED AFTER THE LIGHTS HAVE BEEN INSTALLED ON THE SITE AND AS DIRECTED BY THE TOWN OF SOUTHOLD PLANNING DEPARTMENT. 'STERNBERG' RIPON-B -- 1150-B w/ HIGH-PRESSURE SODIUM LIGHT ~ 75 WATTS VINES 'STERNBERG' BARRINGTON 5212-TFP (12') BERM EXISTING GRADE V SCALE: 1/2"=1'-0" PITCH GRAVEL PARKING GRAVEL PARKING COMPACTED SUBGRADE ~ 95~ COMPACTION PITCH SECURE AS PER ~-~ SPECIFICATIONS P.C. BASE - TO REST% MINON VIRGINDEP~.t SOIL-3'-O"~ WARNING: It is a violation of the law for any person, unless acting under the direct supervision of o licensed architect, to alter any item in any way booting the seal of on architect. If an alteration Is made, the altering architect shall affix 'to his item the seal and the natotion "Altered b~." followed by his signature, the date of such olterotion. Grid o specific description of the altei'etion. THOMAS D. RETf.T.Y, P.:E. STRUCTURAL ENGTNEE:R 4BE~. ~ 8MITHlX~'im~ NY 117I ~T.DO ANDI~OLI, P.E. ENVIRONURNTAL CONSULTANT 152 ~ COUNTRY ROAD REIdSF. NBERG, NY 1 lg60 TEL: 518-,~5..0682 FAX: 518,:'~r,-1888 nnma & k~ation: ir Ira Haspel ~ SITE JMM BLOB,, .Architect, P.C. DETAILS ~ ~C~ WAY ~"~~ MAIN RD. S.R. 25 (KINGS H~) ~ B~, N~ YO~ ~ ~ ~2 ~u,~ ~~ SOUTHOLD, NEW YORK CONSTRUCTION DOCqMENTS ~" THROUGH ROOF ~" THROUGH ROOF a" THROECH ROOF FIRST FLOOR 1/20 CO, 1/2o" CL. 1 1/2®" TANK ROO ' BASEMENT FLOO I 1 1/2~' 1 C 0 4®" I TOILET I 1/2®' TASTING LAB I I 1 1/2®" I/2o" 1/2o" 1/2®" ~/2¢" 1 1/2o" 1/2o" WOMEN'S 1 1/2e" TOILET 1/2o" 1/2o EMPLOYEE KITCHEN 1/2~ IIFAI -CO ~ SYSTE TRAP PLUMBING RISER DIAGRAM- OUTFALL SYSTEM #1-SEE S1-3 AND HEALTH DEPARTMENT APPROVAL FOR ADDITIONAL INFORMATION NO SCALE NOTE: I ~RECT WASTE FOR OUTFALL #2 I J-WASTE AND VENTS TO [ BE CAST RON ] RISER /I FLOW FROM 175 SEAT CATERING HALL · 7.Sgpd seat ~ 1512.5 g/d FLOW FROM 75 FOR WINE TASTING · S.Ogp 375.0 1667.5 SEFT1C TANK OF ~lNO(2) DAY FLOW = 5578.0 USE 12'dlo SEPTIC TANK WrlB 5' DEPTH LEACHING POOLS = 16S5.0 a/d 1125,3 sq. ff. OF SIDE WAU-NEEDED USING lO'dio POOLS USE ~- lO'die POOLS 10' DEPTH NEEDED GREASE TRAP REQUIRED lO'die WITH 5' LIQUID DEPTH FLOW FOR WASH UP AREA AND SANITARY FACILFFf: EASED ON AN AVERAGE MAXIMUM PRODUCTION OF 235 HARVESTED TONS PER YEAR I~E MAXIMUM DALLY WlNERV WASTEWATER DISCH~GE IS 675 gal/day FOR 60 daya. tHIS IS B.~ED ON THE USE OF THE NAPA COUN]Y FORMULA (USED WIDELY IN THE INDUSTRY) 675 d day = 1000 gal/day USE ,3 lB'diG POOLS WITH 6' DEPTH SEP~C TANK PROFILE OF SANITARY SYSTEM #1 UN[ OF .G~UND Jg&~, DISTRIBLrflON POOL OUTLrr TO L~ TOP INLET MIN. 4" DIA. .~ ~51 PIF~ PITC. H I/4" ~ FT. tHINIML~ T - b' DIA, ~A~ ~ OUTLET TO L.EAC. H POOL MIN. 4' DIA. 5~R ~ PIPE PITC. H I/~.' ~ F'r. PIINIt.'IL~ -- ii-- HIGH O TYPIC.,N= WELL DETAIL NOT TO SCALE DRAINAGE CALCULATIONS ROOF AREAS 3.863 S.F, X ;~/IP x IOOX = 644 CU, FT, REG'D USE I 1¢'' I~X 8'-0' DEEP = BOB CU, FT. PROVIDED 3.863 S.F, x ~/12 x I OOZ = 644 CU. FT, REa' USE I IE'~ X 8'-0' ~EEP = 808 CU, FT, PRDVI~ED 3,863 S,F, X ~/12 x lOOX = 644 CU, FT, REQ'~ USE ] 1~'~ x B'-O' DEEP = 808 CU, FT. PRDVIDED 3,1663 S,F, x 2/IE x lOOg = 644 CU. FT, REg'~ USE [ 1E'e x B'-O' gEEP = 8~8 CU, FT, PRDV[gE~ TRENCH DRAIN AREA 4,309 S,F, x E/IR x J O OX = 7~8 CU. FT, PEG~g USE 1 IEee x 8'-g~ ~EEP = 808 CU, FT, PRDVZ~E~ SITE AREAS aa, nog s,r, x E/IE x 1rix = 333 CU, FT, EEl;I'D USE a e'* x 4'-0' DEEP = 338 CU, FT, pRoVIDEn E1.39;~ S,F. X E/IE X 10~. = 357 CU, FT. USE I 12'i x 4'-0' DEEP = 404 CU, FT, PRnVIDET] 18,74! S.F, x E/tE X lOX = 31P CU, FT, USE 2 8'e X 4'-0' I~EEP = 338 CU, FT. PRDVII1ED 17.0E4 $.F, x 2/IR x tOZ = 284 EU, FT. REQ'~ USE E 8'e x 4'-0' DEEP = 338 CU, FT, PRDV[GED PffCH GI~DE SEPTIC TANK PROFILE OF SANITARY SYEI'EM ~ omsT~,~uTi0, POOL ~'PICAIL LEACHING pOOl= ~ ~F;= T~ST BO~IN~ P=Of~ ~,&~F~ ~l ~ ~ ~8~1~o~ .-1~-~ .~-2..~ ~ ~ ~SCALE: ~/8"=1'-0" .~ ,,~o,~,,o.o, ~,,~ ~ ,, ~o ~A~ ~ S.C.T.M.. DIST 10 ,,-..,-.,,.,. / oo ~1;TO~ OF SO--Om S~O D~. SUe 10/30/98 - SCALE: N,T.S SEC. RR I ~llO~wN oF so~o~ B~O: D~. SUB: 11/2~Z98 ---- I :'. 112 ~N OF SO~O~ B~G. DE~. SUB. 02~25Z99 , 1'3TOWN or so~o~ B~D. DE,. SUB. 03/2~/gg LOT 1 1 ~4 CON~RMED ~h~md~ON DOCUME~ 0~/g/99, ' "JR~Sl0NS DATE it ,s. videdon of the low for any person, ~HO~S D..~II,LY,P.E. ~DO ~2 [P~-~CHITEO~L R~l~ B0~B 5/10/98 unless ecting under the dbec( supervision _~ip R~ISED SITE P~N ~ PER SU~ 4/7/98 of o licensed architect, to crier any item STRUCTU~L ENGINEER E~RONMENT~ CO~8ULT~T Architect, P.C. %ITE DETAILS =14 R~ISED SEE P~N 4/16/98 in eny wey bearing the seal of ~n orchltect. A~ D 8 DEC 97 '.-;~5 ~ DEPAR~ENT OF H~LTH SUBMI~ 5/6/98 If en dteretfon is mede, the oltedng ~ ~/~ ~ ~[~ , AS NOTED ,El e ARCHITECTU.L R~. BOARD SUBMISDO~ 5/14/98 architect shall affix to his item the seol 4~.E ,52 80U~ ~U.Y RO~ 33~C~R WAY ' ' ~o=.~c.~T~O. ~A[N ~D. S.~. ~5 (K[NC;S H~) CALCULATIONS ~7 J~CHITECTU~L R~I~ B0~0 SUBM~SSIO~ 5/29/9~ ~nd the notoMn Altered b~' followed by ~,~tt~ ~MSENBERG,~11~ (~Copyright 1999 -- Ira Haspel ~ and a specific description of the alteration. ~5t~ F~Ot~ TED51~2~2 F~51~2~1~ . ~L:51,~7~ F~61~1~ SOUTHOLD, NEW YORK '~'~NSTRUCTION DOCUMENTS END OF CURB NOT ABUTTING EXIST CURS SHALL BE RAMPED DOWN TO ZERO HEIGHT REVEAL IN THE LAST 10 FEET AT LOCATIONS FACING TRAFFIC LINE OF EXISTING CURD TO BE REMOVED-PATCH ROAD TO MATCH EXISTING EXISTING CATCH BASIN w/ 14' OF CURD - EACH SIDE HIGH DROP CURB CURB "EDGE Of TRAVEL LANE" SHOULDER TO WHITE "RODE LINE", FULL LENGTH OF NEW CURDING AND UP NEW DRIVE TO PROP, LINE ~...~v/ NYSDOT ITEM NO. 608.0201 ~ END OF CURD NOT ABUTtiNG EXIST CURB SHALL BE RAMPED DOWN TO ZERO HEIGHT REVEAL IN THE LAST 10 FEET AT LOCA~ONS FACING TRAFRC 3AS MAIN ABOUT 2'-5" OFF SHOULDER OF ROAD " 0 ,, 6 #4 REBAR C NT. NEW CONC, CURB -~_ 1 (R)---~ -- --~/-- EXISTING 4000 PSI CONG. UTILITyEXISTINGPoIE O~ BITUMINOUS SEALER 1 1/2" ASPHAL-T---.~ =1 % I ' ~- I TOP SOIL LmNE ~ARmNG COURSE / ~~::::::: I ~ 1 2 DENSE BINDER COURSE ~~rr~ ~ I ~ ~ COMPAC~D SUB-GRADE TO 95% COMPAC~ON SUBGRAD[ 0 COMPACTION v SCALE: 1 - 1/2"= 1 '-0" EDGE OF TRAVEL LANE SAW CUT ' 8¢ RING -,d ~..~, 4' DEEP '~ EXP. JT ~ ~ ~ASPHAL~ 24%0' CENTER LINE ~ EXISTING VINES TOP PAVEMENT LE: 1/4"=1 '-0" OF PROP, REBAR CONT. '~--GRAVEL -~ W 6" CONC CURB ALIGN FINISHED SURFACES 1 1/2" ASPHALT% / WEAR,ND COURSE ~ / .~.~. cou.~ E:~::::::::::::::::::::::::::::::~ GRAVEL DRIVE 6" STABILIZED BASE COMPACTED -~ SUBGRADE 0 95~ COMPACTION 95~ '~'"'""'"'-COMPACTED SLIBGRADE 0 95~ COMPACTION : 1-1/2"=1'-0" 1, DETAILS SHOW ME]HOD Of SLOPING AND CONSTRUCTING DRIVEWAY APRONS. WHERE CONCRETE SIOEWALK IS NOT REQUIRED &: DIRT DRIVEWAYS NOT SPECIFIED, THE DRIVEWAY IS TO BE CONSTRUCTED OF 3" OF ITEM 608.0201 AND CONSTRUCTED TO THE LAYOUT AND SLOPES SHOWN ON THESE DETAILS. 2. WHERE DRIVE~AY APRONS ARE ASPHALT (ITEM 608.0201) A 1" HIGH DROP CURD SHALL BE PLACED THROUGH THE DRIVEWAY. (ITEM 10606, 2801 ), 3. THIS SLOPE MAY BE REDUCED TO 1/4" PER FT. AS NECESSARY FOR SMOOTHER ~RANSITION TO ADJACENT PROPERTIES. 4, DRIVEWAY WIDTHS MAY HAVE TO BE ADJUSTED TO MEET EXISTING DRIVEWAY WIDTHS AND SKEW ANGLE APPROACHES. 5. THE DRIVEWAY CONSTRUCTION DETAILS SHOW CURB CONTINUOUS THROUGH CONCRETE DRIVEWAY APRONS. BUT WHERE SEPARATE CURB AND SIDEWALK DETAILS APPLY THE CURB ~Ll IN FACT TERMINATE EITHER SIDE Of CONCRETE APRONS (L~MITS OF ITEM 10606.0103) AND THE APRON CONSTRUCTED AS SHOWN ON THIS SHEET, 6, THESE SURFACES SHALL BE GIVEN A SLIP RESISTANT TEXTURE. A COARSE BROOM FINISH PERPENDICULAR TO THE SIDEWALK SLOPE IS ACCEPTABLE. ASPHALT PAMNG CONS'i~UC~ON NOTES 1, ASPHALT PAVEMENT WIDENINGS WILL ONlY BE PERMITTED ADJACENT TO EXISTING FULL DEP~4 ASPHALT PAVEMENT. WHERE THE EXISTING PAVEMENT IS CONCRETE, CONCTRETE WIDENING MUST BE USED. WHERE THE EXISTING PAVEMENT IS COMPOSITE, A COMPOSITE WIDENING MUST BE CONSTRUCTED, 2. WHERE THE EXISTING PAVEMENT CROSS-SLOPE IS DIFFERENT FROM 1/4" PER FOOT, THE PROPOSED PAVEMENT SLOPE SHALL MATCH THE EXISTING, PROVIDED THE SLOPE WILL BE 5/16" PER PT, MINIMUM AND 3/6" PER PT, MAXIMUM. WHERE A SLOPE WITHIN THIS RANGE CANNOT BE OBTAINED. RESURFACING OF THE ROADWAY TO CORRECT ITS COBS-SLOPE MAY BE REQUIRED BY THE REGIONAL PERMIT ENGINEER. I. THE CONTRACTOR SHALL CONTACT THE ' STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION LANDSCAPE ARCHITECT ~ (516) 952-6681 IN THE EVENT THAT TREE ROOTS ARE IMPACTED BY HIS OPERATIONS EXISTINO PAVEMENT ITEM 18405.1735-1 1/2" ~TEM 1840,3.1355-1 1/2" iTEM 40,%11-5 1/2" ITEM 17304,1011 A.O.B.E. REPLACE SHOULDER TO WHITE "EDGE LINE", FULL LENGTH OF NEW CURBING AND UP NEW DRIVE TO PROP, LINE w/ NYSDOT ITEM NO. 606.0201 STATE OF NEW YORK DEPT. OF TRANS. ITEM 10403,090~ (FULL DEPTH) EXISTING PAVEMENT 2'-0" 2'-0" 20'-0" PROPERTY UNE i 3'-0" 1/4"/FT SLOPE 1/4"/FT SLOPE 3" OF NYSDOT iTEM 608.0201 1/2" ASHPALT · WEARING COURSE 1/2" DENSE BINDER COURSE STABILIZED BASE '~'""~-COMPACTED SUB- GRADE ~ 95~ COMPACTION 1" HIGH CURB Pi./~ININO B~ eE~UBI~ a-18-~,~ ~ NYSDOT ITEM 10606.2801 ~'~°~~~'~"~'1,, '"' ] ~~ ~~~ ~ ~ ~, ~~~ ~A~'~ S.C.T.M.~: DIST 1000 ~ ~ ~ ,u,~ ~. ~,, - ~"/=~ ~ ~~/~"=~'-o" SEC. 85 ~ 9 ~ 0F S0~O~ B~O. D~. SUB. 10/30/98 ~ 11 ~ OF ~0~ B~, D~. SUB. 1~8~98 ~1~,o~o~ .~. ~. Bu.. o~z~z,, LOT 1 1 [13~ OF ~0~ B~G. D~. SUB. ~23Z99 ~rico~u~oc,~ ~ 3r WA~N~' 3r, ,3r~ ~ ' ~3~,~,,~..~=,~= ~ ~~~. ; ..... / /H I//I I//I Easpe] H/ ~ ~ ~ ~ ~ I/ ~.,,~ ~..,. /~//~~/I .~u I ~o.~ untess, acting under the d~rect supervision . ~ ~IVL ~IN ~.... ].~;;. / In onywoy beoring the seol of on orchitect.// , // // // ~m y/~¢ ~ ~[~ // ni~u ULinlLd ~~¢ ~T" m,~m %/~/~¢ / If an alteration is mode, ~e altering //I I//I I//I ~WAy Il/ "-" -"'-""'- -- // /~J~r~_ ~/1/m--~ ~ ~ SUBMISS ON 6 24 9 I his signoture, the date of such alteration, . ~ ~ ~ . . ' . ~~ ~~ ~ F~.~ ~u~,~,~ F~~ OUTHOLD NEW YORK ~ k an asped cific description of the alteration. . S , SO~"O~ ~W ~0~ ~ONSTRUCTION DOCUMENTS 9 TOWN OF SOUTHOLD BLDO. DEPT. SUB. 1DTOWN OF SOUTHOLD BLDG. D~.t'h SUB. 11 TO~N OF SO,OLD BLDG. DEPT. SUB. 12TOWN OF SO,OLD BLDG. DEFT. SUB. 13TOWN OF SOUl,OLD BLDG. DEPT. SUB. 14` CONFORMED CONSTRUC~ON DOCUMENB~ CONSB?UCTION DOCUMENT DAT~ RD~SIONS MA?~C DESIGN PRE-ARCHITECTURAL R~IEW BOARD EVISED SFE P~ AS PER SURVEY / / DAT~ EVlSED SITE PLAN DEPARTMENT Of HEALTH SUBMITTAL BITECTURAL REVIEW BOARD REVIEW BOARD 4NING BOARD SUBMISSION 1999 -- Iro Hospel SIM 7'-3" lf-B' 9'-0" g'-0" ~SEE R-3 ON A5-7 MISSING RAMP INFO, RAMP TRENCH DRAIN-REFER TO PLUMBING DRA~NGS FOR ADDITIONAL INFO. SEE DETAIL TD ON SHEET AS-7-PIPE TO bRYWELL OF VERANDA ABOVE "-'T' x / < I I / o / / RETAINING WALL REFER TO STRUCTURAL DRA~NGS FOR ADDI~ONAL INFORMA~ON FOOT 181'-0' I PITCH TO DRAIN 'I/4" PER FOOT 64'-4" 2'-4'2'-8' 2'-8"2'-4' 8'-8" 8'-8' g 1/16" AT SLAB FOR "MARZOLA" CRUSHER SEE DST - CA ON A?-? PIT/SUMP PUMP-SEE 2'-~Nu A?-? FOR INFO 9'-~ 7'-7' II t 7'-7" 9'-3' 1§'-0" DOOR -DROP FOO~NG ~ DOORS f 6 CONC. SLAB W/121r[Rv. frBl~t~jh"~ 6~6 4/,~ ww~ ........ I"" 6 MIL VAPOR BARRIER I~ CONTROL JOINTS ~' 4-00 S.F. II -~ ALIGN W/ COL. GRID ' GRATE 1T-O" SINK FLOOR TANK ROOM 1T-0" 4/2' EXPANSION 17'-0' 1'-0" 1T-0" 71_ F,P,S,C q/2' EXP. JT. 20'-0' I L----J -%-LINE~'----- or L_ FLOOR ~CONCRETE pLATFORM SEE TR ON A5-5 FOR ADDITIONAL INFO (TYP) DRAIN-REFER TO MEP DWGS OPEN FOR ADD. iNFO TO ABOVE ! ~ 15" )RAIN-REFER ~O MEP DWGS - TO TO I:OR ADD. INFO DRAIN DRAIN 1/4" iT'fi=) SEE TR DWGS FOR -'~ PER PER FT (TYP) ADDITIONAL DRAIN-REFER TO MEP DRAWINGS FOR ADDITIONAL iNFORMATION (TYP) iNFO. ~ STAIR J STORAGE SEE ST-1 4FORMATION WINE 1g'-6' f-0" GALV. GRATE 5" FLOOR -- DRAIN-REFER TO MEP DWGS FOR ADD. (TYP) ,.q l I .... L--I--W Nkk-6" CONC, SLAB W/ 6x6 4/4 WWM 6 MIL VAPOR BARRIER CONTROL JOINTS ~, 400 TO ALIGN W/ COL. GRID 1/2' EXPANSION F Fog. 58'-4" WINE FLOOR DRAIN-REFER TO MEP DWGS FOR ADD. INFO (TYP) SCALE; 1/B"=l'-O" BASEMENT SLAB ELEVATION = +101.35' WARNING: it is o violation of the law for ony person, unless Dating under the direct supervision of o licensed orchitect, to Direr ~ny item in ony way bearing the seal of an architect. If c~ alteration is made, the altering architect shall affix to hW item the seal and the notation "Altered bT." followed by his signoture, the date of such alterotion, and a specific description of the olterction. THOYAS D. RETT.T.Y, P.E. STRUCTURAL ENGINEER 4 I;~a. LANE II1HTO~ I~ 117I ~ ~I FAX: E1~-F~,.E741} 1'-0" .24'-4" Ira Haspel Architect, P.C. 33 ANCHOR WAY OAKBEACH, NEWYORK 11702-4612 TEL: 51~-587-8048 FAX: 618-~61-8288 58'-4" ~mject name ,t. Iocab'on: BASEMENT/ FOUNDATION PLAN JMM 91097 AS NOTED 80EC 97 MAIN RD. S.R. (KINGS HWY') Al- 0 SOUTHOLD, NEW YORK )NSTRUCTION DOCUi ROOM iJ CONC. FDN. WALL HORIZ. ON 24' X CONC. FTg. TYPICAL tv/5-~5 CONTINUOUS OPEN TO ABOVE - 12' CONC. FDN. WALL ~1~ ~ 0 10' ~'RT. & ~5 O 10' HORIZ. - B.S. 0 2 STORY SPACE ON 24'x12' CONC. FTC,. TYPICAL w/3-gi CONTINUOUS NOT TO SCALE TJ~.NK ROOM L RAMP -- 12' CONC. FDN. WNJ. WIll ~ 010' ~I~T. & ~ 010' HORIZ. ON 24' X 12' CONC. F'I~. ~PICAL · / ~5 CONTINUOUS I t I I ] --I--- ........... I-- II u L_ _J F-r 1- n r L J- ]- J L_ LI II ROOM CONC. PDN. WALL WI'IH HORIZ. ON 24' X 12" CONC. FT& ~I=ICAL CONTINUOUS t m----n F--j--] ~-----] T - - - q T'F ......... -~ T'F ....... -r-~-'r ............. L_._.J L_i_j WINE STORAGE L_ WINE 12" CONC, FON. WALl. Yff'T]"l HORIZ. ON 24" X 12" CONC. FIg. I~PICAL w/~-~ CON]]NUOUS _J I I TOWN OF SOU~OLD BLDG. DEFT. SUB. SOUTHOLD BLDG. DEFT, SUB. OF SOUTHOLO BLDG. DE:PT.SUB. 12TOWN OF SOUIl'~OLD aLDG. DBaT. SUB. 13TO~N OF SOUTHOLD BLDG. DEFT. SUB. CON~i'RUCTION REVISIONS DESIGN PRE-ARCHITECTURAL REVIEW BOARD REVISED SiTE PLAN AS PER SURVEY REVISED SITE PLaN DEPARTMENT OF HEALTH SUBMiTFAL REVI~/ BOARD REVIEW BOARD Copyright 1999 -- Ira Haspel WARNING: it Is o violation of the Iow br any person, uniess acting under the direct supervision of a licensed architect, to alter any item in any way bearing the seal of an architect. If an alteration is mode, the altering architect shall affix to his item the seal and the notation "Altered by" followed bt' his signature, the date of such alteration, end a specific description of the alteration. THOMAS D. RE-.LY, P.E. STRUCTURAL ENGINEER: 4~---, L~NE 8&IIT~ ~ uW?~ NY 117~ Ira Haspel Architect, P.C. &~ ANCHOR WAY OAKBEACH, NEWYORK 1170~-4~12 TEe S~ F~ s~ name ~ location: MAIN RD. S.R. 25 (KINGS HWY) SOUTHOLD, NEW YORK FOUNDATION LAYOUT PLAN CONSTRUCTION' DOCUMEh JMM 91097 kS NOTED 8 DEC 97 A 2'-0' 2'-0' OFFICE OFRCE TOILET TOILET 11'-7' 9'-5' 5'-8' 2HR FIRE RATED WALL ?nM 6,. lf-7' ABOVE IOOO HEAR~ CLASS DOORS FLUE AND CHIMNEY AS PER NYS CODE 19'-6" 6" STRUCT. DWG~ FOR ADDITIONAL INFO O STAIR 11'-7' TO CODE (TYP) l 65'-0' J T-6" T-6' FIRE ~ ~ GI~IB1AL N01~ 1. ALL WIRING SHALL BE AS PER MANUFACTURER"B RECOUMENDA~ONS. 2. CONTRACTOR SHALL PROVIDE SPEAKER/STROBE CIRCUITS AS REQUIRED. CONTSACTOR SHALL UMiT EACH AUDIBLE CIRCUIT TO I~EI.VE (12) DEVICES. 3. CONTSACTOR SHALL PROMiDE D~cC~ION LOOPS. 4. 1HE SYSTEM SHALL HA~ CAPABIUTY OF SILENCING AUDIBLE SPEAKERS W/O SHUTTING OFF STROBE. STROBES SHALL ONLY BE ABLE TO BE ~tJRNED OFF UPON PANEL RESET. §. PROMIDE 20A--IP BREAKER iN PANEL LPPB/32 FOR SHUNT 1RIP CKT, WIRE CIRCUIT TO ELEV, SHUNT TSIP BREAKER IN MDP, ~11ROUGH NORMALLY OPEN CONTRACTS IN ~I. IB. FACP. PROGRAM TO CLO~ RELAY ON ACTIVA~ON OF EITHER HEAT DE1ECTOR IN ELEVATOR SHAFT/PIT. 6. FIRE ALARM b-'YS~rM SHALL BE INSTAI~;OJN ACCORDANCE W/NFPA & SUFFOLK COUNTY FIRE MARSHALL'S OFFICE. 7. COMPLE~ SHOP DRAWINGS TO BE FORWARDED WHEN FIRE ALARM BUB-CONTRACTOR IS SELECTED. 2'-0' 2'-0" 9'-~" 9'-3" 9'-3" f-0' 20'-0' 59'-2" ........ 19'-8" OF MEZZANINE - FLOOR ABOVE-SEE SHEET A~-2 2HR FIRE RATED WALLI 59'-2" 7R 0 ROOM TO UNDERSIDE OF TRUSS ABOVE RATE~ WALL ~/'"~ I. OPEN 6'-5" 7'-0' TO TrANKS ABOVE BEILDW RATED J~Ob~l'/~[ ~ ~0[~ WALL FIRE RATED WALL ~O~(bb ~, ~e~t ~ ~ rPsc CHECK CHECK IJ/' 5F_. H Z) B'-o" o I'I~L~ ' ~ ~-¢Oj~4~OE FPSC KrTCHEN ~ STORAGE 8'-0" EO ! (~p) CASHier- ? j REGI=iI~.R I I I B'-0' EO EQ EQ RETNL 'f-o" 1'-0" f-o" 18'-6' 2'-0" 18"-0" 2'-0" 16'-0" 6f-o' 16'-6' 2'-0" 18'-0' 2'-0" 18'-6" 1'-0" 2'-0" 2'-0" 58'-0',' 65'-0' 58'-0" 181'-0" ~_ ~ ~1'-0" ELEVATIoNFIRST FLOOR= SLAB+il4.00, [] [] ?~ []/il/ -- ~:: ~JlLL. 9 T~N OF SO~O~ B~G, D~, SUB.Io~N OF ~0~ B~G. D~. SUB. 10/30/9811/25/g8 .... 12~N OF SO~O~ B~O. DE~. SUB. 02~/9g 1'-0" j~ 1-0 13 T~N OF ~0~ B~G. DE~. SUB. 0~/23/99 r m CONSTRUCTION DOCUMENT DATE / / WARNinG: 1Fr ~ F ~ -- I1F~J-, .~ ,,~.~,. )r~- l~ 3P I ' ' I~m RmSJONS DATE l[ is o violation of the low for any person,Iii THO~S D.~)T.T,y,P.E. Ira Haspel ]2 I PRE-AROH~ECTURAL R~I~ BOARD 3/10/98 of a licensed architect. [o Direr any item Il/ ~*~ ~,,~,~, Archztect, P.C. J5 J R~SED S~TE P~ ~ PER SURV~ 4/7/98 in any way ?adng the seal of an architect. JJ~ ~ ~[~0 ~ AS NO~ 8 DEC 97 m5 mDEPARTMENT OF H~LTH SUBM~AL 5/6/98 Jf an alterabon is mode, the altering /Il me IARCHITEC~RAL R~J~ BOARD SUBM)SSIOh 5/14/98 orch)tect shamZ affix to his item the seal Ill 4~ MAIN ~D ( ) m P ~N 17[ARCHITE~L R~I~ BO~D SUBMISS[O~ 5/29/98 and the notation "Altered bF" followed by Il/ ~,~lim ~s~, N~YO~11~12 A t _ 1 ~/P~NNINGBOARDSUBMISSION 6/24/9~ hissignoture, the dote of such oiterotion. Ill ~.~,~.~., UL CONSTRUCTION DOCUMEN i(Copy,ight 1999 --Ira H~sp~l I and aspeciflcdescripUonofthealterotion, jLm....................... ' ' SOUTHOLD, NEW YORK 9 TO~N OF SOU~';OLD BLDG. DE~=T. SUB. IOTOWN OF ~0~ B~G. D~. SUB, 11 ~ OF ~0~ B~. D~. SUB. 12~N OF ~0~ B~. D~. SUB. 15~ OF ~O~ B~. O~. SUB. 1~ CON~RMED ~N~U~ON ~UME~ DESIGN PRE-ARDH[TECTURAL REVIEW BOARD REVISED SITE PLAN AS PER SURVEY SITE PLAN OF HEALTH SUBMITTAL BOARD BOARD ~right 19gg -- Ira Haspel / / DATE 19' -~' 18'-§' 3 NE OF ROOF ABOVE- SEE SHEET AI-5 IBER ~RUSSES--- REFER T~ STRUCT, DWGS FOR INFO (TYP) 9'-0" 9'-0" 2'-0" 16'-6" 27'-2' 19'-0' 80' BALCONY 65'-0' 3'-4" 27'-2' 1§'-6" 1"- --'2'-0" 6q5" H.R. TO CODE (TYP) TIMBER TRUSSES- REFER TO STRUCT. DWGS FOR INFO (TYP) X 7'-3~' ~, f-0' :19' O" O"xlO' TIMBER' TO ]]RUSS 10'-0" [ 20' 10"xlO" TIMBER POST TO LINE ABC OF CUPOLA WALLS ¢E-SEE SHEET A¢-5 DN 7R VALLEY- REFER TO STRUCT. DWGS. FOR INFO (TYP) t5 Ho1' pz.,~,Fh41'~,~ ~ 16'-6' Of ROOF ABOVE- SEE SHEET A1-5 TIMBER -- POST TO TRUSS (WP) L f-0· 18'-6' 2'-0" 18'-0' 61 2'-0· 2'-0' 58'-0" 58'-0' 9'-0" 9'-0' 2'-0' 18'-0" 18'-6' 2'-0' 18'-6' f-0" "Rs- ZS-IS'" WARNING: It is e violation of the law for eny person, unless ecting under the direct supervision of o licensed arch[ted, to direr any item in any way bearing the seal of on architect. If an elteratTon is m'ade, the altering architect shell affix to his item the seal and the notoUoe "Altered by:." followed by his signature, the dote of such alteration, and a specific description of the alteration. THOMAS D. REIT,I.Y, P.E. STRUCTURAL ENGINEER 4mM~ TIB·: 51a.1'34../11~ FAX: Ira Haspel Architect, P.C. ~ ~IC2'IOR WAY ON(BEACH, NEWYORK 11702-4~12 TEL: 51(l-567,-~04~ FAX: 51~.,e~1.~260 name & /e ob'on: MEZZANINE FLOOR PLAN JMM AS NOTED 91097 8 DEC 97 Al-2 SOU~I-{OT,I], ~EW ¥O~K ;TION DOCUMENTS VERANDA BELOW ~-BALCONY BELOW ,\ 12'-10 3/4" TOTAL SLOPE LENGTH FOR 15 FULL LENGTH TILES w/ 2" TILE PROJEC~ON r-0 O0 j-q FLASHING $ DORMERS CHIMNEYS AND OTHER WALLS EXTEND FLASHING AT LEAST 6" UP VERTICAL SURFACE AND COUNTERFLASH, EXTEND PLASHING UNDER TILE NO LESS THAN 4" AND TURN EDGE UP 1 1/2". ALL COUNTER FLASHING TO BE PLUGGED'POINTED AND MADE SECURE NE OF WALL BELOW FLASH ENTIRE CRICKET UP ROOF MEMBRANE ON ENTIRE CRICKET ~OOF SLOPE 35'-1 1/4" TOTAL SLOPE LENGTH FOR 41 FULL LENGTH TILES w/ 2" TILE PROJECTION VENTED RIDGE (TYP.) ~"~-35'-1 1/4" TOTAL SLOPE LENGTH FOR 41 FULL LENGTH TILES w/ 2" TILE PROJECTION 14'-B 1/4" TOTAL SLOPE LENGTH FOR 17 FULL LENGTH ~LES w/ 2" TILE PROJECTION TYP ~ CUPOLA' r-0 OD ~OOF r-O Co 35'-1 1/4" TOTAL SLOPE LENGTH FOR 41 FULL LENGTH TILES w/ 2" TILE PROJECTION -16 oz COPPER FLASHING 24" WIDE WITH 1/4" EDGE TURNED UP AND OVER- FASTEN WITH CLEATS. FORM w/SPLASH DIVERTER RIB AT LEAST 1" HIGH LAP JOINTS 6" MIN-DO NOT SOLDER SLOPE r-0 O0 SLOPE J 35'-1 1/4" TOTAL SLOPE LENG FOR 41 FULL LENGTH TILES w/ 2" TILE PROJECTION / '7- 35'-1 1/4" TOTAL SLOPE FOR 41 FULL LENGTH TILES w/ 2" TILE PROJECTION FLASHING $ DORMERS CHIMNEYS AND OTHER WALLS EXTEND FLASHING AT LEAST 6" UP VERTICAL SURFACE AND COUNTERFLASH. EXTEND FLASHING UNDER TILE NO LESS THAN 4%AND TURN EDGE UP 1 1/2". ALL COUNTER FLASHING TO BE PLUGGED POINTED AND MADE SECURE r-O Co SLOPE VENT $ H.C. LIFT ~ SHAFT - INSTALL AS PER MANUF, SPECS 35'-1 1/4" TOTAL SLOPE LENGTII FOR 4.1 FULL LENGTH ~LES w/ 2" TILE PROJEC~ON ROOF ~]LE, INC." CLAY SPANISH TILES-COLOR AND SURFACE TEXTURE AS SELECTED BY OWNER-SUBMIT SAMPLE TO ARCHITECT FOR APPROVAL O.C, TO FURNISH PLANS AND SPECS TO TILE MAUNF. NAILS FOR TILES AND CLEATS SHALL BE COPPER, 11 GAUGE LARGE HEADED, LENGTH TO GIVE PROPER PENETRATION. SCREWS SHALL BE STAINLESS OR BRASS ~B W~TH A MIN 3/8' DIAM, HEAD. -- TYPICAL UNDERLAYMENT COVER ALL DECKS WITH TWO LAYERS OF 30# ASPHALT IMPREGNATED ROOFING FELT APPLY UNDERLAYMENT HORIZ. SIDE LAPPED 2 1/2" AND END LAPPED 6" CARRY FELT 6" UP ALL VERT. SU.RFACES AND 4." OVER AND VALLEY METAL. FASTEN ALL EDGES WITH CORROSION RESISTANT, 11 GA. 3/8" HEAD STANDARD ROOFING NAILS ON 6" CENTERS --. 3/4." TOTAL SLOPE LENGTH FOR 15 FULL LENGTH TILES w/ 2" TILE PROJECTION r-O Co L_r SCALE: 1/B'-- 1'-0" 6'-0 1/4." TOTAL ROOF LENGTH FOR 4.1 FULL LENGTH TILES w/ 2" TILE PROJECTION (TYP $ DORMER) ~OOF SLOPE 1/4" TOTAL SLOPE LENGTH FOR 4.1 FULL LENGTH TILES w/ 2" TILE PROJECTION ROOF.. SLOPE / 35'-1 1/4" TOTAL SLOPE LENGTHJ/ FOR 4.1 FULL LENGTH TILES w/ 2" TILE PROJECTION I I I I f- LJ T~ 3" T&G WOOD DECKING-USE SMOOTH SHANK NAIL (OR SCREW) AT LEAST 1 1/4." LENGTH-NAIL OR SCREW NOT TO PENETRATE UNDERSIDE OF DECKING TOWN OF SOUTHOLD BLDG. DEFT. SUB. 10 TOWN OF SOLr~4OLD BLDG. DEFT. SUB. 11 TOWN OF SOUTHOLD BLDG. DF_PT. SUB. 12 TOWN OF SOUTI-IOLD BLDG. DEPT. SUB, 13TOWN OF SOUll-~OLD BLDg. DEPT. SUB. 14 CONFORMED CONSTRUCTION DOCUMENTS CONSTRUCTION DOCUMENT DATE REVISIONS SCHEMATIC DESIGN PRE-ARCHITECTURAL REVIEW BOARD REVISED SiTE PLAN AS PER SURVEY REVISED SITE PLAN DEPARTMENT OF HEALTH BUBMITFAL R EVI~' BOARD REVIEW BOARD PLANNING BOARD SUBMISSION 1999 -- Ira / / DATE Haspel WARNING: It is a violation of the low for any person, unWss octing under the direct supervision of o licensed orchitect, to alter any item in (:ny we)' beoring the seal of on architect. if an alteration is made, the altering architect shall affix to his item the sea[ ' and the notation "Altered by:" followed by his signature, the date of such alteration, and o specific description of the alteration. THOMAS D. REIT.LY, P.E. STRUCTURAL ENGINEER 1~ ~I FAX: ~-~'~4.~740 J ROOF ROOE I SLOPE SLOP'E I I Ira Haspel Architect, P.C. .I 33 N~ICHOR WAY 4464 ON( BEACH ASSOCIATION OAK BEACH, NEW YORK 11702-4612 TEIc 518-E87~048 FAX: 518~61-82~ name & location: earn JMM 91097 ROOF ,VZ','ARD P LAN ^s NO=B MAIN RD. S.R. (KING' 'WY) A1 3 SOUTHOT,D, NEW YORKCONSTRUCTION COPPER DOWN SPOUT ~ "LUDO ................... BELOW -- .~ v \ / AND SURFACE TEXTURE AS , ..,~T E ~ ~ __ ~ __ __ __J_....~ SELECTED BY OWNER-SUBMIT ~ /- ,!6 oz COPPER F,,LASHINC ~ ~ / -% SAMPLE TO ARCHITECT FOR ~T~ICAL FLASHING ~ DORMERS /24 ~DE ~ 1/~ EDGE It1~ ~1 ~ / ~ APPROVAL AVENGE E~F H~. ~ C"PO' '~ +,.=.u ..... /~ / TURNED UP AND O~R- ~ 8 C.C. TO FURN SH PLANS AND ~ ~ · · ~ ~ ~ /EX.ND FLASHING AT LEAST 6" /FASTEN WITH CLEATS J~ 8~ ~ SPECS TO TILE MANUF ~ /UP ~RTICAL SURFACE AND /FORM w/SPLASH DI~R~R , [ ~1 ' ~ ~ ~u u u H U U W H H J, n . . n n . ~ ~COPPER DOWN SPOUT /COUN~RFLASH. EXTEND FLASHING SPARK ARRESTOR RIB AT LEAST 1" HIGH J~ __ ~ VAND LEADER TO ~nF ~ , ~UNDER TILE NO LESS ,~AN 4" AND CHIMNEY AND FLUE LAP JOINTS 6" MIN-DO NOT--BELOW ..... /% ~RN EDGE UP 1 1/2 . AS PER NYS CODE ~ SOLDER ~ I ' / ~ ALL COUNTER FLASHING TO BE / ~ ~ I ~ -- ~ " DECRO~ TRUSS END ~ [ / ~ PLUGGED POINTED AND MADE / 'l % , Illin -- ~llN ~ . ~_._. . ~'.'.'.'.'~' ........ ~ -~ - - ............................................................~'%%?:X..... I I~ .... I ~ ~v~CUPO~ 5~B E~., +1~4.0. - ' ~ ~r ~' '' ~ ~ a~ZININE 5~ EL~. +12~,0' ~ff .... ~ ~-- I I I I I I I I ~ FI~ FL00E S~ EL~ +1140' ' ~ I TO ' ~ COLUMN TO ~RGIN , ~BASEM~T S~B E~. +~0~.35' ~ ' I TO DR~LL (TYP) I I I I ' ' ' ' ~ ~ LINE OF FOO~NG BEYOND ~ ~ ~~ ~ LINE OF FOO~NG BEYOND / ..... _, ........... ..... , _t__ SCALE: 1/8"=1'-0" COPPER DOWN SPOUT ~ , AND LEADER TO ROOF ~ ~O ~ ~ / CLAY SPANISH ~LES-COLOR 24" WIDE ~TH 1/4" EDGE ~ ~ ~ ~ / AND SURFACE TEX~RE AS ~RNED UP AND'O~R- ~ ~ ~ ~ -- ~ SELECTED BY O~ER-SUBMIT FASTEN WITH CLEATS t ~ I ~" ~ /~ SAMPLE TO ARCHITECT FOR ~ ~AVE~G[ ROOF ~m. (e CUPO~) +149.¢ RIB AT LEAST 1 HIGH [ ~ I 8~ . r ~ ~ / I G.C. TO FURNISH PLANS ANO ' ~ ' ' ' LAP JOINTS 6" MIN-DO NOT ~ ~J ~ ~. -~~ SPECS TO TILE MAUNF. ~ SOLDER ' ~ ~ ~ COPPER DO~ SPOUT ~SPARK ARRESTOR ~ · a' i . ~ BELOW ~ ~X /AS PER NYS CODE ~ I ~l~'~' ,~'x ~F~ ~ I~ ~ UP VER~CAL SURFACE AND ~ ~ ~ m II1~ ~ ~ ~ OECROTI~ TRUSS END ~ X I~ X COUN~RFLASH. EX,ND FLASHING ~ ~$~ k m IIII · ~ ~ m~smcco k ~ ~ X UNDER riLE NO LESS mAN 4" AND ~, ~ ~ I~ ~ I mill Uuu .~. ~ J~S~CCO BANDING ~ ~ J ~ ~ TURN EDGE UP 1 1/2" 5 i _ m / ~ ~ ~l [ I ~ ALL COUN~R FL~S~m~m~ Tn ~¢ ~ ~ ~ CUPO~ 5~B ~ +1~40' PLUGGED POIN~O AND MADE ~ ~ ~ ~STUCCO ~ SECURE ' ~, ~EZZININE S~B E~, +123.0' ~ m I I I I I I I , FIRST EOOR S~B E~. +il&O' I ~ I I I ~ ~ ~ ~ ~'~ DRYWELL (~P) __ I I I ~ SCALE: 1/8"=1 '-0" ~ ~ T~N Or ~0~ 8~. D~. SUB, 11 ~N OF ~0~ B~. DE~. SUB. 12,'28~8 ~ 12 ~ OF ~0~ B~G. DE~. SUB. 02, ~N oF so~o~ ~e. ~. sus. ~,'~ ~ ~ coNm~u~ ~u~o~ ~uu[~ CONS~U~ION OOCUME~ / / WARNING: ~ ~ R~SIONS DATE ~[ is o violotion of the iow for uny person, ~O~S D.R~[LL~, P'~'' J~a EasDe]~ _ 3 EraSED SEE P~ AS PER SU~ 4/7/98 of o licensed orchitect, to otter ony item STRUCT~ ENG~EER Aro~J[eo[, P.C. 4 R~ISED S~E ,~N 4/16/98 in onywoybeod, g the see, of on ~chi[ect. ~ ~ ~ ~ N0~D 8DEC97 5DEPAR~ENT OF H~LTH SUBMI~AL 5/6/98 If on olteroUon is mode, the altering ~ ~/~ ~ ~/~ ~N ~ ~ST 6ARCH~C~EAL E~,~ BOARD sua~ss)or 5/14/98 orchitec[ sholl affix ~o his item-the seal 4~ ~WA~ ELEVATIONS --~"~""~ MATN "D. S.R. 25 (KINGS H~) ~ 7 ARCH~CTU~L R~I~ BOARD SUBMISSIOt 5/29/98 oRd the notation "AJtered b~" follow~ by ~ P~NNING BOARD SUBMJSSrON 6/24/98. his signatore, the date of such alteration, ~B~H, N~117~t2 5 , ~oo,~.T,,t ~,~ -,.~ .~.,e, ] .n"..p.."~c~.~c.~¢~o. ofth~o~t.~.t~o,. ~~ ~~" ~ ~ ~t~ ~"~ SOUTHO~D. NgW YORK '~NSTRUCT~ON ~ ~ DOCUMENTS. . ~MEZZIRINE SLAB ~LEV. +I~3JY _ ~FIRST FLOOR SLAB ELEV. +114.0' w'AVERAGj -- , LINE OF P.C. FOOTING @ COLUMN TO VIRGIN SOIL ,,~RASEJ~ENT SLAB ELD/. +101.3Y WATERTABLE -- COPPER LEADER-PIPE TO DRYWELL {TYP) E SCALE: 1/8"=1'-0" 9 TGWN OF SOUTHOLD BLDG, DEFT. SUB. IOTOWN OF SOU~'IOLD BLDG. DEFT. SUB. 11 TOWN OF SOUTHOLD BLDG. DEFT. SUB. 12TOWN OF SOtJTHOLD BLDG. DEFT, SUB. 13TOWN OF SOUTHOLD BLDG. DEFT. SUB. 14 CONFORMED CON:~dC'RON DOCUMENTS COPPER DOWN SPOUT -- AND LEADER TO ROOF BELOW TYPICAL VALLEY FLASHING - 16 oz COPPER FLASHING 24" WIDE WITH 1/4-" EDGE TURNED UP AND OVER- FASTEN WITH CLEATS. FORM w/SPLASH DWERTER RIB AT LEAST 1" HiGH LAP JOINTS 6" MIN-DO NOT SOLDER ROOF TILE, lNG." CLAY SPANISH TILES-COLOR AND SURFACE TEXTURE AS SELECTED BY OWNER-SUBMIT SAMPLE TO ARCHITECT FOR APPROVAL D.C. TO FURNISH PLANS AND SPECS TO TILE MAUNF. DOWN SPOUT AND LEADER TO ROOF BELOW TRUSS END ICCO BANDING \ SPARK ARRESTOR CHIMNEY AND FLUE AS PER NYS CODE TYPICAL FLASHING 0 DORMERS CHIMNEYS AND OTHER WALLS EXTEND FLASHING AT LEAST 6" UP VERTICAL SURFACE AND COUNTERFLASH. EXTEND FLASHING UNDER TILE NO LESB THAN 4" AND TURN EDGE UP 1 1/2". ALL COUNTER FLASHING TO BE PLUGGED POINTED AND MADE SECURE DECRO~VE END W.I. RAIL STUCCO STUCCO BANDING CRICKET '~-STUCCO-~' STUCCO WATERTABLE COPPER LEADER-PIPE TO DRYWELL (TYP) CONG. RETAINING WALL-SEE REB ON SHEET A5-7 PIPe LEADER TO DRYWELL ,,~,~LINE OF FOOTING BEYOND COPPER DOWN SPOUT -- AND LEADER TO ROOF BELOW - 16 oz COPPER FLASHING 24-" WIDE WITH 1/4-" EDGE TURNED UP AND OVER- FASTEN WITH CLEATS. FORM w/SPLASH DIVERTER RIB AT LEAST 1" HIGH LAP JOINTS 6" MIN-O0 NOT SOLDER .,~MEZZININE SLAa £LEV. +125.0' ~, / COPPER LOUVER INSECT STUCCO "LUDOWICI ROOF ~LE, INC." CLAY SPANISH TILES-COLOR AND SURFACE TEXTURE AS SELECTED BY OWNER-SUBMIT SAMPLE TO ARCHITECT FOR APPROVAL D.C. TO FURNISH PLANS AND SPECS TO TILE MAUNF. COPPER DOWN SPOUT AND LEADER TO ROOF BELOW DECROTIVE TRUSS END STUCCO STUCCO BANDING LOUVER w/ INSECT SCREEN 3ECROTIVE TRUSS SPARK ARRESTOR CHIMNEY AND FLUE AS PER NYS CODE -- tYPICAL FLASHING ~ DORMERS CHIMNEYS AND OTHER WALLS EXTEND FLASHING AT LEAST 6" UP VERTICAL SURFACE AND COUNTERFLASH. EX,END FLASHING UNDER TILE NO LESS THAN 4" AND TURN EDGE UP 1 1/2". ALL COUNTER FLASHING TO BE PLUGGED POINTED AND MADE SECURE RAIL FIRST FLOOR SLAB CONS~UCT~ON DOCUMENT ~T~ REVISIONS SCHEMATIC DESIGN J PRE-ARCHITECTURAL REVIEW BOARD JREVSED STE pLAN AS PER SURVEY I REVrSED SiTE PLAN' I DEPA~MENT Of HEALTH SUBMIt'AL IARCHITECTURAL REVIEW BOARD SUBMISSIOi~ I^RCHITECTURAL REVIEW BOARD SUBMISSIOJ~ IPLANNiND BOARD SUBMISSION ~(~ Copyrig ht I I LINE OF STAIRS -- RAIL AS PER CODE WATERTABLE I J BEYOND-REFER I I I TO DET ST1 ON I S~CCO WATERTABLE SHEET A5-8 I LEADER-PIPE I TO ii~ / I I DRYWELL (TYP) I cqPPER LEADER-PIPE TO DRIYWELL (TYP) I I LINE OF FOUNDATION BASEMENT SLAB ELEV. +101.5,t' I [ I WALL BEYOND I I -- E'J. ~J d _L.] ~_E OF FOOTING BEYOND --- SCALE: 1/8":1'-0" 1 o2Z2sZ;, DAT~ m~ ,s o viD, orion of the ,o. for ony person. ~0~ 2/13/9~ unJess octin~ under the direct supervision lit IL ELEVATIONS If on alteroUon is made, ~he altering ~WAY - , 5/1,/98l~ architect sholl .ffix to his item the seal 4~ ~~~ MAIN RD. S.R. 25(KINGS 5/29/9~ [[ and the notation "Altered b~" followed by 6,24/98, his signature, the date of such alteraUon, Jt SOUTHOLO; NEW YORK J[CONSTRUCTION DOCUMENTS] 1999 -- Ira Haspel ~ an~ a specific description of the a~teraUon. WATERTABLE I'-~ -~OPPER LEADER-PIPE TO ~ = ~ pRYWELL (TYP) E--31 JMM[ 91097 '- .~.~..LA.$LAB ELD/. +134.0' r .~_~NIN£ SLAT ELD/. +12i0' r .~1..~_~.. F~OR SLA~ BEV. +114.0' L2" C. ONC. I; .,~SBI£~ Sail [LEV. +10.1.33'____ ROOF Hgt. +149.0'__ fLOC, EL . +t,.0' FLOOR SLAB ELEV. ~'-P. ETAININ¢ HALL BEYOND-SEE ~ ON AS-T % ALE: 1/B":1'-0" FOOTIN~ TO BE ON VIRGIN .5OIL. 5LAB TO BE ON THAT I~ ~ qD~ ~O~PA~T~ON IN ~" LAYE~ 9 TOWN OF SO~O~ B~G. DE~. SUB. 10/30/98 10 TOWN OF ~0~ B~G, D~. SUB. 11 TOWN OF SO~O~ B~. D~. SU~ 12~28~98 12 TOWN OF SO~O~ B~. D~. SUB, 02~25~99 13T0~ OF SO~O~ B~G, D~. SUB. 03/23~99 RB4S)ONS PRE-ARCHITECTURAL REVIEW BOARD REVISED SITE PLAN AS PER StJRVEV REVISED SITE PLAN 5 I DEPARTMENT OF HEALTH SUBMITTAL IARCHITECTURAL REVIEW BOARD SUBMISSIOr ~I~RCHITECTUPAL REVIEW BOARB SgBMISSIOI ~IPLANNIN6 BOARD SUBMISSION ~Copyrlght / / DATE 2/1a/gB 3/m/ 8 4/7/98 4/1 B/98 S/B/ B 5/~9/98 6/24/98. 1999 -- Ir,:] Hospel SMOOTH 5HANK. NCdL AT LEAST I I/4" LEN~TH-NAIL OR 5OF, EH NOT TO PENETRATE UN[~ERSIDE OF OECk'(IN~ FOR INFO PLAT~_5 125Nlb ~ lb" O.C.- ~ CLAY E4=ANISH TILES-COLOR AND .SUPJ=ACE TE~ AS 5~5 TO TILE H~NP. ~l~ FO~ TIL~ A~ O~AT5 LA~ ~ADEP, LENGTH TO COVER ALL PECK5 I41TH Tk40 LA'fSR5 OF 50~ ASPHALT I~¢NA~P ~¢1~ ELT A~LT U~E~A~T ~mz, 5l~ LAPPED 2 I/2" LAPPEP GA~Y FELT &" A~ V~ MET~. P~ ALL ED~E5 CO--SION ~ISTANT, Il ~A. D/~" ~AD 5TA~A~ ~OFIND - bxl2 Pt,'R.LIN5 ~ ¢,'-0" O,C. (HA,X) FOR ADO. INFO. ~l-'l=t~ TO 5'r~JJCTgP~L. DJ,~ FOR INPO- FASTEN TO 51~t:L PLATE5 ~ 5'FI;~T pk,l~::~ FOR AI~P ~OTrLED ~ -- REINP. LOCATION * ~IZE ~E ~ON~-~ TO 5~T. P~ FOR ¢ I~" O.C. A~DITION~ INFO C'DJION' oA" '~,,,.~ CALE: 1/B':t'-0" TA~9'IN(; 5TRUOT P~ FOR ADP I~Fd CONG. 5LAB REINP. LOCATION ~ 51ZE COVER ALL DECK5 ~lT~ T~O LAYER~ C~: DO# A.¢SPHALT ROOFIN~ FELT e ~'-o" c.c. (MAX) REFER TO STRUCT. Pi,'J~5 FOR ADO. INFO. 51[:;~ LAPPED 2 I/2" ANO END LAPPED b" GARRY FELT b" UP ALL VE~T. 5L~.FAOE5 AND AND VALL~ ~T~. ~ILD ON &" OEN~ rrf M Su =J .U1' To 1'H6 REFER TO 5TRUOTdR/'4- Ok~5 FOR INFO - FASTEN TO STEEL PLATE5 bxb IOAO EXPANSION JOINT CONG. FOUNDATION -12 x24 FOOTIN~ D #5 CONTINUOUS r.l[i..~G~ ROOFHGT. +149J0' _ ,kCUPOLA,SLAB ELCV. +134,0' r I~lItEZZININE SLAB [LEV. +1~3.0' r.i~.F]:OOR SL,~ ELD/. +74.0' 12" GONG. 12'Ix24'' FOOTIN~ D ~5 CONTINUOUS ~BASEUENT S~ E~. +101.33' "LUDONICl ~..OOF TilE, lNG." OLAY SPANISH TILES-COLOR ANO E, UPJ=AGE TEXTL;RE A~ 5AMPLE TO ARCHI~OT ¢.0, TO ~U~NISH P~N5 A~ 5PEG5 TO TILE H~NF. ~IL5 F~ TILE5 AND OLEAT5 5HALL ~ CO~E~, Ii ~AU~ LA~E HE~E~, LENGTH TO ~ P~O~R PENE~TION. ~5 5HALL DE 5TAI~E55 OR D~5 ~ ~ITH A M~N bxb 414 ~ ROOM OOVEP. ALL PECK5 ~41TH TJ*~2 LATER5 OF ~0~ ~PHALT I~D ~OFIN~ ~LT A~L~ U~E~A~NT HO~IZ. SIDE LAPPE~ 2 I/2" AND END CA~T FELT b" UP ~ ~RT. ~RFAGE5 A~ 4" ~ER 8UT~R AND V~L~ MET~. FAS~N ALL ED~5 HITH ~IL5 ON b" OEN~R5 ~OP ~55E5 - FOR INFO - FAS~N OOPIN¢ AS 5ELECTED BY OkqNE-R-SUBMIT 5AMPLE FOR A~VAL TO A;'.OHITEOT C_'/t']ION °C° FOOTIN05, TO BE ON VIRGIN 50IL. 5LAB TO DE ON ~ cP-~DE THAT 15 ~ qS~ OOt'dpAE. TION IN E)" LA'T'ER5 412" ~LAB ~V bxb lO~lO P4J,4M bxb 4/4 ~ b MIL VAPOR BA~I~ ~N~L JOINT5 · ~0 5.F. M~ ~ER TO ~ PLAN F~ LOCATION ION ,JOINT WINE STORAGE 5LAB ~ It is a violation of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any item in any'way bearing the seal of an architect. If an .alteration is made, the altering architect shell afOx to his item the seal and [he notation "Altered by;" followed by his signoture, the dote of such alteroti0n, end o specific description of the alteration, LOCATION JOINT CODE 2ELDW, z m CIRCULAR COVER TERMINAL "LUDOINICI ROOF TILE, INC. OLA'f SPANISH TILES-COLOR AND SURFACE TEXTUF~E A~ SELEC~ ~ O~E~-~IT TT'PIC. AL FLASHIN~ ~ DORMERS EXTEND FLA~HIN¢ AT L~T UP ~RTIGAL ~AGE AN~ UNDER TiLE NO LES5 THAN 4" ~N EDgE UP I I/2% PLIED POIN~O AND Th'PICAL ~IAL-L CONSTRUE. TION - 5/4" STUCCo ~ ACRYLIC, AD[21TI~ FINAL GOAT AS P~P--. PROJECT HANUAL - ~/kLVANIZEE~ DIAPIOND I'4ESH o 90# E~.JILDIN¢ PAPER - I/2" DENS-~L~',~ C~OLP ~ATHIN~ - 5/~" ~ 'X* CTP. r-III-~-~F.sHE~TRIN$ HGT. +]52.34' (2)~,SP, llD, LINTEL ~ ININDOH~_ OE'r'ON~ (~ CORNER) BE¥ON]~ (¢ GORNER) TII"IBER TRUe- REFER TO 5TP. t~T ~IN~O FOR ADDITIONAL INFO ;CALE: 12 102 HIP ROLL 152 HIP .~TARTER BUILT OUT S',TUCCO DETAILS-P-~FJFER TO DET ? I/4" PER FOOT / ?/ I/4" RI¢LET CONTINUOUS FELT 41 TILE, lNG." ~" ¢~-~O) RIGID, MENTEC~ NAILA~LE INSULATION BOARD : .i~.~r.SHEkTHIN~ HGT. r ~_LA.FLOOR E~n/. +134.0' -!NP-~2~T IRON RAIL TO CODE P / I / I \ / I / I \ / I / \ / I / I \ I II I I II I I I1~ I I I I I , ,' N II Ill _/ a % ill I' '¢ ~ I I / F,~ \ I I' / I } I I \ ' i" " ! " \, 'ii I o I I I // ~ ~ \\ III II / ~ t \ II III// ~ I \. II .... NO'Tt5 REFER TO FINISH SCHEDULE FOR ALL FiNLC.~HES 1/2"= 1'-0" .I ROOF TILE, INC." CLA't' ~PANI~H TI~COLOR ANO BUREACE TE,KllJRE ~ ~AHPLE TO ARGHI~CT F~ APH~V~ ~,C. TO FU~I~ PLAN~ A~ 5PEGS TO TILE H~NP, FRIEZE SPOUT AN~ LEAI~R TO ROOF OEG~TIVE TRDSS E~ ~" ~1~5 ~ATHE~ ~A~ ~PIOAL AT ENT[~ CUPOLA .TOP OF pLATE 0 +128,0',~, NAILABLE li~JLATION BoaRP 2" TJ~ ~ATHIN~ FOR APP. ;NFO, TOWN OF SOUIl'JOLD BLDG. DEFT. SUB. 'roan OF SCUll-fOLD BLDG. DEFT. SUB, TOWN OF SOUll~OLD BLDG. DEPT. SUB. 12T0WN OF SOUI140LD BLDG. DEFT, SUB. 13TOWN OF SOUIHOLD BLDO, DEPT. SUB. DOCUMENI~ CONSTRUCTION DOCUMENT DATE REVISIONS SCHEMATIC DESIGN L PRE-ARCHITECTURAL REVIEW BOARD SrTE pLAN AS PER SURVEY REVISED SITE PLAN DEPARTMENT OF HEALTH SUBMITrAL REVIBN BOARD SUBMlSSl0h REVIEW BOARD SUDMISSIOf' ~(~Copyrfcjht 1999 -- DATE Ira Haspel LE: 1/2"=1'-0" LE: 1/2"=1 '~0" It is a violation of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any item in any way bearing the seal of an architect. If an alteration is made, the altering architect shall affix to hie item the seal and the notation "Altered bF." fallowed by his signature, the dote of such alteraUon, and o specific description of the alteration. 9 TOWN OF SOUIl'IOLD BLDG. DEPT. SUB. 10 TOWN OF SOLY~'IOLD BLDG. DEPT. SUB. $1 TOWN OF SOU1HOLD BLDG. DEPT. SUB. a, i t2 TOWN OF SOU~OLD ~LDG. DEPT. SUB. u'row~ o; soUmOL. SLO;. Der. SUS. ~, ~$4 CONFORMED CONSlRUCTION OOOUMENT."i ' ' ~.J ~ t REVISl0NS DATE ' , p JSCHEU~C DESIGN ,' 2/13/SB ~J2 J PRE-~RCHITECTURAL REVIEW BOARD <fit3 JREVJ~EB SITE PLAN AS PER SURVEY 4/7/98 ~J~rREVISE0 S~E PLaN ' 4/~S/BB u. J5 J DEPARTMENT OF HEALTH SUBMITTAL 5/6/9B }~J8 JARCHITECTURAL REVIEW BOARD SUBMISS10~ 5/1¢/98 ,~J7 JARCI~ITECTURAL REVIEW 'BOARD BUBk41SBIO~ 5/2B/B,B ,r[J~Copy/lght 1999--Ira Haspel :2 LA'T"ER5 DO# IMpR]E~NATED D" (R-DO) RIGID, V~NTED NAILABLE 0/2" S~THJN~) ~4ENTED INSUL.~TION ~ARD I i/,:2" T ~,xtO PURLINS ii, STJ~CT. DI, q~S FOR ADP [NFOPJ'dATION GMU iNFILL TRU~e4~S 2 LA'dl~R~ ~0# II'fl'PRtE~NATED f~OFINO j~0F)IEZ. S~B I +12J.0' 4xlO RE'v'ERSE FRAMIN~- PL +121.65' ~ 0F STL . 5TL, ~LATE AND BOLT5 I~E'FOND T'RU~S-~EE ~b ON A4-2 BUILT OUT ~TAILS-~FER TO FI FOR L~ATION BT O~ER-SUBHIT 5A~L/ TO ~VANIZED PlAHO~ INSTALL A5 ~R ~ HANUF. ~EP HOL~ FLOOR SL3B 0 ~DE TO ~ PI~GHED MIN, J/4" PER FOOT AHA¥ FROM DUILDIN~ 5LOCK SHELF WARNING: It is a violation of tbs law for any person, unless acting under the direct supervision of a licensed orchRect, to alter any item in any way bearing the seal of an architect. If on alteration is made, the altering architect shall affix to his item the seal cnd the notation "Altered bT." followed by his signature, the dote of such alteration, ' and o specific descri~)tion of the alteration. 12 ROOF TILE, INC." CLAY SPANISH TILE~COLOR AND SURFACE TE>CRJf~E ~ DIAM. H~D. ADDITI~5 COLOR ~ BY OJNNE-R-EAJBMIT SAMPLE TO A~HI~CT P~ APP~V~ ~VANI~P PIAMOMP INSTALL A~ ~R ALL MANUP. S" (R-~O) RI¢IP, VI~NTED NAIL,ABLE (//2" SHEATHINg) VENTED iNSOLATION ~ARD BLOCK TIES AT lb" O.O. V~RT. - B2" HORIZ. ROOF TILE, INC." CLAY SPANISH TILES--COLOR AND SURFACE TEX'rUP~E AS E~ELE'CTED BY OINNER-SU~MIT ~AMPLE TO A~HI~T FOR ~.~. TO ~NI~ ~a~ ~C~ TO Tl~ ~ILS F~ TI~S A~ SLEATD LA~ NE~, ~TH TO ~1~ ~PE~ ~TION. ~ ~ ~ ~1~ A ~IN ~/~" DIAM. ~. COPIN~ AS -SELEC~D BY oHNER-E~JBMIT SAMPLE FOR A~V~ TO A~HI~CT ~LL A5 PE~ HA~FAC~R5 ROOM STEEL JOIOT ~ 24" O.C.-t~EFER TO STRUGT. DH~S FOR INFO BEAM BEYOND ~ BOTTLED ~INE 5TO~¢E PL~HIN~ ~PIGAL t 4x4x~/~ ~ I/Z' 5~P ANC~ ~ 24" 0.6. e~AL.V. ~SS ~ RI~INT::ORCEMENT AT I~" e.G. HaRtz. ~ ~" (.,MU AllPAGE ~" CMU ~/ 'GOREFILL' INSULATIC T0~ OF MEZZANINE FL: SLAB O. +123.0'~ ' ~TU~ DETAILS-REFEP. TO ELEV, LOCATION ADDITIVE5 COLO~ AS SELECTFD t~¥ OI4NER-SUBMIT SAMPLE TO ARCHITECT FOR APpT:~::~VAL REI~ARS ~ D2" O.C. TYPICAL (E~" CMl J) GMU AT 16" O,C. V~RT. - ~2" HORIZ, RRST FLOOR SL~B · II~.O~l~' HATER TABL~'r MIN. I/4" Pb'~. FOOT AP,rAY THROUC.~H P,[ALL FLASHIN~ .ID tDEHIND FLASHIN~ T'FPtCAL ~TEEL ANSLES WINE ~.? ~HEDULE FOR ~ _~ - ALL _ ~O~6. ~O~ ~0~ A4-2 ~x8 4/4 ~ ~/ D- #5 CONTINUOUS NC~S TO BE ON VIRGIN .~IL. 5LAD TO BE ON 5UI~ ~RAPE FOOTINC5 TO BE ON V'IRi~IN 50IL ROOF TILE, INC." CLAY SPANISH TILE~-GOLOI AND SURFACE 'I'~.--XT'~P.J~ AS SELECTED BY OHNER-SUt~MIT 5AMPLE TO A~HI~OT APP~V~ ~.~. TO ~RNISH P~N~ A~ ~PEC5 TO TILE M~NF. ~IL5 ~OR TIL~ AND ~AT5 ~1~ P~ PEtiTION. ~5 ~ ~ ~TAI~ OR B~55 ~ HITH A MIN ~/~" DIAM. ~. ~xlO P~IN5 ~ ~, IN~O. 2 LAYER5 IMPREeNATED RDOFIN~ FELT VESTIBULE OF MEZZ. S.L~ I ¢f~TJT TOP THREE BLOCK.5 50LID AT ANCHOR BOLT5 t~JILT DETAILS-REFER TO ELEV. FOR LOCATION D/4" STUCCO lq/ AD~ITI~ COLOR A~ BY OkqN~R-5~JBMIT SAMPLE TO Af:~CHITEC, T FOR AF~VAL 6A~VANIZL=P DIAMOND INSTALL AS PER ALL MANUF. ~F'EC~ SECURE TO 5LOCK ~TIOAL ~OUT 50LIP ~IGAL (~" ~j~FI~ST FLOOR SLAB 0 114,0', CP..AgE TO BE PIT MIN. I/4" PER FOOT A~IA¥ PROM t~UILDIN~ MALL FLASHIN~ ~ROUT ~OLID BEHINg' FLASHINg. Th"PjCAL BLOCK-. SHELF 12" CONG. FOUNDATION REBAR #5 ~' I0" O.C. VERT RiSDAR #5 IJ I0" O,C. HORIZ 2" RICDID IN.~JL. ~ BASSENT SLAB. 0 10h5~' __ 12"x24" FOOTIh N/~- #5 CONTINUOUS AIRSPACE ~" EMU ~ 'COREl=ILL' INSULATION ~S TYPE REINFORCEMENT AT ]&" e,G. Hl~RIZ,-~'l GJ~U '~ ~O~L5 · 12" O.C. ~" ~ONG. 5~ ~/ ~4 · lO" O,C, E.H. Do~. ~F~ TO FINI~ ~DU~ FOR ~L FINI~E~ ROOM EXPANSION -JOINT ,LAB W 414 ~ BARRIER JOINTS o 400 SiFi MAX REFER TO ~MT PLAN FOR LOCATION INSULATION 2" SAND CUSHION ]( D. REIT,T,Y, P.E. 8TRUCTUP. AL ENGINP,~R THOMAS [ Ira Haspel Architect, P.C 33 ANCHOR WAY 44~I-QAK BEACH ASSOCL~TION OAK BEACH, NEW. Y01~K 11702-4812 TEl.: 616-587-8046 FAX: 516-661-8269 WALL // , II SECTIONS As N0teo I e DEC 97 MAIN RD. S.R.(KINGS HWY)IL 4--1 SOUTHOLD, NEW YORK JCa%NSmUCT,ON ROOF TILE, INC." CLAY E~PANIBH' TILES-COLOR AND ECJRFACE T~XTURE APP~ 5~0~ TO TILE NAIL5 FOR TILE5 A~ GLEAT~ %~ ~ALL BE 5TAI~E~ ~0~ AEPH~T ,4~1[~_9F MEZZ. fl SLAB O 12~.0' BLOCk~5 OOIlD AT ANC,HOR BOLT5 BUILT OUT STUCCO DETAILS-REFER TO ELEV. FOR LOCATION VERTICAL ~R~UT ~OLIO T'ePIC,AL (¢" blEEP HOLEs-.. ~[I~ST FLOOR SLAB ~ALV. AT I~" O.O. HO~IZ. ~ REBAR ~.~ ~ lo O.C,. VERT ,.~.J~E~ENT SLAB. 0 101,3,~' __ 12'Ix24I' FOOTIN~ ~ eSCALE: 1/2"=1'-0" TOWN OF SOLq~OLD BLDG. DEFT. SUB. TOWN OF SOUTHOLD BLDO. DEFT. SUB. OF ~O~OLD BLDG. DEPT. SUB. "~ 2 TOWN OF SOUTHOLD BLDg. DEPT. SUB. 13 TOWN OF SOUll'IOLD BLDG. DEPT. SUB. CON~TRUC~ON DOCUMEI~S O0¢U~fENT ~. ybxlO PURLIN5 REFER TO 5Tf~T. FOR ADD. INFO. VE:ST1BULE REFER TO FiNIEhH ~ FINI5HE5 AIRSPACE 14/ACRYLIC -- 8" C,MU ~/ ~GOREFILL' INSULATION #5 DOJ,'IEL5 ~ i2" 0.C. -- CONTROL JOINT5 ~ 400 B.F. MAX REEER TO ~MT PLAN FOR LOCATION 5ROUT 50LID BEHIND FLASHtN¢ SCHEMATIC DESIGN PRE-ARCHffECTURAL REVIEW BOARD REVfSED SITE PLAN AS PER SURVEY REVISED SITE PLAN ROOM REFER TO FINISH SCHEDULE FOR ALL FINtEHE5 -I/2' EXPANSION .X;JNT CONC,. BLAB ~ 6xb 4/4 P4~M DEPARTMENT OF HEALTH SUBMITTAL IEW BOARD - b MIL VAPOR BARRIER L REVIEW BOARD SUBMISSIOh Copyright 1999 -- Ira Haspel CONTROL JOINT5 ¢ ~0 PlAX REFER TO BSHT PLAN FOR LOC,ATION 2" RI¢IO INEAJLATION DATE WARNING: I~ is e violation of the low for ony person, unless acting under the direct supervision of o liceqsed orchitect, to citer any item in any way bearing the seal of on architect. If en olterot[on is mode, the altering orchltect sholl offix to his item the seol ond the notoUon "Altered by:." followed 8y his signoture, the dote of such 0/terefi0n, ond o specific descdpUon of the alteration. THOYAS D. REILLY, P.E. STRUCTURAL ENGINEER 4 BEZEL LAN~ 'I'R · 6t8-7'~!-~ 2 LA'f*E~ ~O# ASPHALT -- Ih'fF~REONATEI~ ~" (R-DO) RI¢ID, VENTED NAILABLE (i/2" .Gl IEATHIN~) VENTED IN~JLATION i l/2" T~C5 ~HEATHIh bxlO PDRLIN5 ~ ~LO"± O.O. REFER TO ~ qr SE. p~. o +12),$5' 5TL, PLATE AND BOLT5 BEYOND ~55-EEE HLb ON A4-2 BUILT ~T DETAILE-~FER TO FO~ LOCATION ~RTIG& ~ FL~E s~a e 114.0' CONTINUOUS THROUOH HALL FLAEHIN¢ OROUT 50LIB BEHIN~ FLASHIN¢ TYPIC,AL BLOC,K. SHELF. 12" GONG· FOUNDATION REBAR #5 ~ lO" O.C,. VERT REBAR #5 ¢ I0" O.G, HORIZ FOUNDATION ~ PIER-ERE ~ ON A4-2 ~BASEWE~IT SLAB ON A4-2 CLAY 5PANIBH TiLES-COLOR AND 5URFACE TEXTJRE A5 5ELECT~O BY ~AHPLE TO A~HI~CT FOR AP~VAL ~PE¢~ TO T~LE M~NF. ~L5 FO~ TIL~ A~ OLEAT5 5HALL BE ~OPPER, Il / top THeE ~// BLOCK5 ~LID AT ~", ~ ANCHOR ~LT5 FO~ INFO - PLA~-~E ~ ON A4-2 5~00 ~ ACRYLIC BT OH~R-~BMIT 5AMPLE TO A~HI~CT ~R A~AL ¢~VANiZED DIAMO~ ~¢H INSTALL A5 PEE ALL MA~F. -- ~" CMU ~4/ 'CO~EFILL' INSOLATION VERT. - ~2" HORIZ. LINE OF TOP OF FOgNDATION HALL BEYOND-SEE INLI FOR ADDITIONAL INFORMATION TANK ROOM 5LOPE ~/4-" C,OLUMN BEYOND SEE BTRUCTURAL PLAN5 REFER TO FINISH 5~.HEC~JLE FOR ALL FINISHES P.O. TANK. PLATFORM REFER TO T~ ON A5-5 MIL VAPOR BARRIER /LINE OF 5LAB BEYOND TANK. PLATEORM-REFER TO HI ON A4-1 FOR INFO THAT t5 ¢ q5F5 COMPACTION IN ¢" LAYERE ~SCALE: 1/2 =1'--0" 2 LAYER5 50# IHPRE~,NAI'~D RC~FIN¢ PEL' 5" (R-BO) RIEIP, VENTED NAIL,~LE (1/2" ~: If-ATHIN~) VENTED INSULATION BOARD -- bxlO PURLIN5 e ~5'.-0"± O.C. REFER TO 5~T. DHC=,5 FOR ADD INFORMATION ~F Mrc. zz. SLAB 0 +1~$,0' 4-×1o RE~4~RSE F~f,41N~ 5TL, PLATE AND ANCHOR BOLT5 BEYOND ~ TIMBER. BUILT OUT STUCco DETAILS-REFER TO ~. ~INFOROE~NT AT ~EEP ~ ,FLOOR S~B I 5 12 IICI ROOF TILE, INO," CLAY SPANISH TILES-COLOR /~.~.,,,~ DIAM. HEAD. B OND TIMBER ~U55 A~H/~OT FO~ APP~V~ ~ALVANIZ~ DIAMO~ ~ C,OLUMN - SEE ION JOINT bx6 414 VAPOR BARRIER JOINT5 ~ 4OO 5AND C,U5HION SCALE: 1/2 =1 -0" - Ira Has'pel Architect, P.C. 33 ANCHOR WAY 4484 OAK BEACH A880ClATION OAK BEACH, NEWYORK 11702-4812 TEL: 616-887-804~ FAX: 616-661.8269 MAIN RD. S.R. 25 (KINGS HWY) SOUTHOLD, NEW YORK WALL SECTIONS CONSTRUCTION DOCUMEN' IMM 91o97 AS NOTED 8 DEC 97 ~1 OF SOL.ql-IOin BI-DO, DEPT. SUB. SOUIHOIn Bin(3. SEPT, SUB, 11 TOWN OF SOU'IHOin BLDO. OEPT. SUB, 12 TOWN OF SOUIl~OLD BLDO. DEPT. SUB. 15TOWN OF SOU1HOLD BLOO, DEFT, SUB, 14-CONFORMED CONSlRUC~ION DOCUMENTS CONSTRUCTION DOCUMENT REVISIONS DATE SCHEMATIC DESIGN PRE-ARCHITECTURAl REVILe/ BOARD PLAN AS PER SURVEY REVISED SITE PLAN DEPARTMENT Of HFALTH SUBMITFAL REVIEW BOARD SUBMISSI REVIEW Copyright. 1999 -- Ira Haspel WARNING: It is a vidaUon of the Iow for any person. unless acting under the direst supervision of o licensed architect, to alter any item in any way bearing the seam of an architect. If on alteration iS mode, the arterlng architect shall affix to his item the seal and the notation "Altered by." folrowed by his signature, the doted ouch alteration, cnd o specific description of the altereti0n. THOMAS D. REILLY, P.E. STRUCTURAL ENGINEER 4 BE~EL L/~NE IITtfl'O1AtN, NY 11788 ~ ~t~-/'~-?~ F.A.K: ~18-7"~.8740 "LL;POJNiCl ROOF TILE, INC.""-- CLAY SPANISH TILE~-COLOR AN5' SURFACE TEXTURE A5 5AMPLE TO AECHI~T FOE ~.C, TO PURNI~ PLANS A~ 5~C5 TO TILE H~NF. ~IL5 FOR TILES ~D CLEAT5 ~{~ P~ PEtiTION. ~ 5H~L BE ~ ~ ~ ~1~ A ~IN ~/~" (~ALV. TI~55 TTPE -- REINFORCEt'4ENT AT Ig'" O.C. HORIZ. 0 6'" eMU BLOCK TIES AT 16'" O.C.~'~- V~RT. - .~2" HORIZ. LINE OP TOP OF F~JNI~ATIOh -- ~ BEYOND-SEE ]NL.I FOR P~EPE~R TO FINISH SCHEOULE F~R ALL FINISHES CONGTRETE COLUh94 BETON[ SEE P/ALL SECTION 6' ON A4-2 P.e. TANK: PJ~PER TO TR ON A5-5 6' 1'4IL VAPOR BARRIER-~ 2" RI~IO 2" SAND CUSHION ~ TANK ROOM SLOPE PER 1/2' EA'PANSION JOINT 6," CONe. SLAB 6'x6' 4/4 6, MIL VAPOR CONTROL JOINTS MAX REFER TO BSPIT PLAN FOR LOCATION 2" RIC~ID INSUL. 2" SANg CUSHION MI~IN ~IL. 5LA~ TO BE ON ~D ~E THAT 15 ~ q5% TOP B, LK. e D~r£RIO~R Q +128.0'-,. IMF:q:RE~NATEO I;~2OPIN~ FELT ~ SHEATHtN¢ HOOP PERL. IN5 ~V' DECF~TIVE ENDS REFER TO StI:L~T. DIN~S C-OR AI~D. INFo, -- AIRSPACE OUT STUCCo DETAILS-REFER TO FOR LOCATION OIAHONg IvE~SH IN~TALL AS ~R ~L HA~F. ~G5 ~CU~ TO ~ AG~LIG A4:~DITIVES COLOR /~ SELECTEO~ BY OP,~IER-f:~JBPIIT 5AHPLE TO ~ ARCHITECT FOR APPROVAL #4 P~BAR5 ~, D2" O.C. VERTICAL C:,ROUT SOLID TYPICAL (D," eMU) .4" CPU 114,0' TO BE PITCHEO HIN. I/4" PER FOOT A~NA¥ FROH BUILPIN6) CONTINUOUS THROUGH k~ALL FLASHIN~ 6)ROUT SOLID BEHINC~ FLASHIN~ 7h'PICAL BLOCK SHELF FOUNDATION ~ PIER SEE P46 ON A4-2 )CA%q Y ALL S C IOM @ SCALE: 1/2"= 1'-0" ;IZ ~PACE Ira Haspel .~;/:~.~/~z,~ JMM'91097 Architect, P.C. TYPICAL 33 ~OR WAY ~o~~o. MAIN RD. S.R. 25 (KINGS HWY) -~ 5[CTION ~e~m r~:*~ SOUTHOLD, NEW YORK CO~ST~UCTIO~ DOCUME~ Of TIMBER TRUSS LINE OF TIMBER TRUSS ~ ABOVE-REFER TO STRUCT. ABOVE-REFER TO STRUCT. DRAWINGS FOR ADD. INFO, DRAWINGS FOR ADD. INFO. TIMBER COLUMN-REFER TO STRUCTdRAL DRAWINGS i . i i l m ' AIN TEDTyGpY. P ~ ~o SANITARY COVE BASE -1/2" ~1 WOMEN'S UNDERSEAT PEi SER H,C. SINK SANITARY NSULATED COVE BASE SCALDGUARD" PROTEC~ON (TYP.) [-~ WOMEN'S MIRROR RECESSED SOAP 'DISPENSER J'~J WOMEN'S --'-- SANITARY COVE BASE r-~ WOMEN'S Z ALIGN FINiSHE- WALL WITH COLUMN I REG~I~.R C~ 4'-2" \~_~SHEL~NG BELO R~NL B IO'-B ' C 20'-0' ~SCALE: 1/4'=1-0 NOTE= O.C, TO VERIFY LOCATION iN TILE OF ALL TOILET ACCESSORIES PRIOR TO INSTALLATION NOTES: - ALL FIXTURES TO BE 'BOBRICK' OR EQUAL - INSTALL IN ACCORDANCE W/ ADA REGULATIONS - O,C. TO INSTALL SOLID BLOCKING IN WALLS FOR SUPPORT OF GRAB BARS, MIRROR, AND ALL OTHER FIXTURES AS REQ'D, - PROVIDE DOOR STOP - SEE DOOR SCHEDULE. WOOD SHELVING AND BRACING FINISH TO BE SELECTED BY OWNER G,C, TO SUBMIT SAMPLE AND SHOP DRAWINGS TO ARCHITECT FOR APPROVAL COUNTER w/SHELVING BELOW AND BRACING-FINISH TO BE SELECTED BY OWNER O.C. TO SUBMIT SAMPLE AND SHOP ORAWINIGS TO ARCHITECT FOR APPROVAL SHELVING AND BRACING FINISH TO BE SELECTED BY OWNER G.C. TO SUBMIT SAMPLE AND SHOP DRAWINGS TO ARCHITECT FOR APPROVAL ~L- PAINTED GYP BOARD TYP. ,% [~] MEN'S H.C. MIRROR ISPENSER H.C. SINK -~ Z SANITARY COVE BASE (TYPO [~ MEN'S COUNTER w/SHELVING BELOW AND BRACING-FINISH TO BE SELECTED BY OWNER G.C, TO SUBMIT SAMPLE AND SHOP DRAWINGS TO ARCHITECT FOR APPROVAL WOOD SHELVING AND BRACING FINISH TO BE SELECTED BY OWNER D.C. TO SUBMIT SAMPLE AND SHOP DRAWINGS TO ARCHITECT 1/2" UNDERSEAT ANITARY COVE BASE [-~ MEN'S W WOOD COUNTER w/SHELVING BELOW AND BRACING-FINISH TO BE SELECTED BY OWNER D.C. TO SUBMIT SAMPLE AND SHOP DRAWINGS TO ARCHITECT FOR APPROVAL WOOD SHELVING AND BRACING FINISH TO BE SELECTED BY OWNER G.C, TO SUBMIT SAMPLE AND SHOP DRAWINGS TO ARCHITECT FOR APPROVAL Il NITARY COVE BASE r~ MEN'S LE: 1/4 =1 -0 · FIXED SHELVING w/ BRACING FIXED SHELVING w/ BRACING LE: 1/4. =1-0 1/4 =1 -0 12 I PRE-ARCHITECTURAL REVIEW BOARD 3/10/98 II "~Z............. 7''~ ~¢--?~'J?~' Il I~JR~VlSE9 SITE pLAN AS PER SURVE~ 4/7/DB II ~ J'~ "':Y :'f2 II I ~ I R~SED SITE P~N 4/16/98 II ~e S~? O[ O". arcmtect, II I S]DEPAR~ENT OF H~LTH SUBMI~AL 5/6/98 Jl ~r a~ i~..mod~e a~ering Il ..J~~l~ BO~ SUB~SStONJ 5/1~/98 JJ archrtect shaft affix [o his item the seal JJ ~HITECTU~L R~l~ BOARD SUB~ISSIONJ 5/29/98 JJ and the ~o~atbn "Altere~y~ fallowed by JJ ~ IP~NNING BOARD SUBMISSION l e/~/g~;I hTs~f s~h oRerotion~ JJ ~(Copyright 1999 --,rd Hospel )k ~d .p~lf~des~pti0n ~ t~ dterdt~m JL ) TOWN OF SOUTHOLD BLDG. DEPT. SUB. 10/30/98 I0 TOWN OF SOU~-IOLD BLDB. DEPT, SUB. 11/25/98 11 TOWN OF SOUTHOLD BLDG. DEPT. SUB. 12~2B~.BB 12 TOWN OF SOUTHOLD BLDO DEPT SUB, 02~25~99 13TOWN OF SOUTHOLD BLDO. DEPT. SUB. 03/23/99 14- CONFORMED CONSTRUCTION DOCUMENTS -- ~ --~' ~ ~ TH0]M~AS D. REU,I.Y, PiE. STRUCTURAL ENGINEER 4 ~Iljll-I LiJ~l~ 8Mn'HTOWN, NY 11788 618724-7888 FAX: 618-724-6740 Ira Haspel Architect, P.C. 33 ANCHOR WAY 4484 OAK BEACH ASSOCIATION OAN BEACH, NEVV YORK 11702-4~12 TEL: 51~587-8046 FAX: 516-661-8269 NE>Y VI/VZT'ARD ~ /'////VERY MAIN RD. S.R. ;85 (KINGS HWY) SOUTHOLD, NEW 'YORK PART PLAN @ RECEPTION/ JMM 91097 AS NOTE9 B ~EC 97 AS- INTERIOR ELEVATIONS ~.CONSTRUCTION DOCUMENTS F -RECESSED SO DISPENSER MOUNTE TOILEr M~RROR ~ -RECESSE TRASH/] DISPENS[ WEL ~ H.C. MIRROR H.C. SINK H.C. MIRROR H.C. SINK -.~ I~SULATED SCALDGUARD' PROTECllON 1/2" UNDERSEAT 1/2" UNDER5 FC=] MEN'S SANITARY - COVE BASE F~ MEN'S F~IMEN'S INSULATED "SCALDGUARD" PROTECqON (TYP,) 17'-7{' G.C. TO VERIFY LOCATION IN TILE OF ALL tiMBER PURLINS TOILET ACCESSORIES PRIOR TO INSTALLA~ON ~ PAIIN~D GYP SAMPLE TO ARCHITECT 5~ ~ j ~ANITARY '" ~ CO. BASE r~ WOMEN'S [~ WOMEN'S ANITA Y - ~OVE F~ WOMEN'S ~NSULATED SCALDGUARD" PROTECqON (TYP,) TOP & CABITETS AS SELECTED BY OWNER-SUBMIT SAMPLE TO ARCHITECT FOR APPROVAL A 1/4"--'1'-0' r'-~] MEN'S SANITARY COVE BASE MIRROR H.C. SINK RECESSED - TRASH TOWEL ~ ~ ~ NOTES: DISPENSER ~ - ALL ACCESSORES TO ~~-- ~ BE 'BOBRICK' OR EQUAL - IN~TALL IN ACCORDANCE W/ ADA REGULA~ONS - G.C. TO INSTALL SOLID BLOCKING IN WALLS FOR SUPPORT OF GRAB BARS MIRROR, AND ALL OTHER FIX~RES AS REQ'D. - PROVIDE DOOR STOP - SEE DOOR SCHEDULE. INSULA~D "SCALDGUARD" PROTEC~ON (TYP.)I~1~ WOMEN'S ASR STORAGE L 1/4"-- -0" To AS SELECTED BY OWNER-SUBMIT SAMPLE TO ARCHITECT FOR APPROVAL TOWN OF SOUI~IOLD BLDO, DEPT. SUB, OF BOUTHOLD BLDG. DEFT. SUB. TOWN OF SOLq~IOL/3 BLDG, DEFT. SUB. 12TOWN OF SOU31-~OLD B!J3G. DEPT. SUB. 13TOWN OF SOUTHOLB'BLBG. DF. PT, SUB. CONFORMED CONSTRUC710N DOCUMENTS '~ISIRE~IS£D SITE PLAN AS PeR SURVEY 4/7/98 II ~tect, t0 alter one/ i{em II ~141RmS,D S~E .~N 'O~/.5 II ~ s~?l of..or~orchitect. I/ '~ISIDEPARTMENT OF HEALTH SUBMiT[AL 5/6/98II . o~n i_s_m~ae, me oKerlng I/ IARDHITECTURAL,REVlEW BOARD SUBMISSION 5/14/g8 It orcll)tect shol( o(~X to his item the seol II 4~LANE I I) IARCHITECTURAL REVIEW B~ARD SUBM~SSIO~ 5/29/98II end the noto~ion "Altered by'~' followed by I/ ~CCopyright 1~99 _ iro HosPeI orloospe¢lti¢ e$¢riptionottheolterotion. ;L IJlt . 44~O~KSEACU~SSOC~T~ON III ~AIN RD. S.~. 85 (~'INTC'.S HWY~ Ill .......... ,TEL: $10-587-8048 FAX:{tlS-66¶-8269 Iii SOUTHOLD, NEW YORK PART PLAN @ TASTINO/ LAB ARIA AND H.C. ,.TOILET/M&W H.C. TOILET 2:;0 VOLT 51NC~LE PHAE~5, 220 VOLT ~ PHASE, AND I10 VOLT ~P C~TLET5 24"x4~"×_D PIT- REFER TO MEP TEMP. INDIC, ATIN¢ MIXlN¢ UNIT HO~E ~TATION (H/C,)-~ DET-? ON A~-7 FO~ BOX OUT 51~ a~ L-- Ld&" P-EC,E55EO 5LAB FOR r- "MAf~ZOLA" V~RTICAL ~-~ER TO HANUFAC~ ~ ~PEC~ FO~ INET~LATION I - L ~SCALE: 1/4"=1'-0" TO PLUMEINE, DRAP, IIN¢5 FOR APPlTIOIRAL INFO. SEE PETAIL TD ON SHEIET AE-'I TO 5T'CJJC T FOR ADD. INFO E:XPANEION JOINT (T'CP) REFER TO STWJJC,T DP,[~S FOE[ f~EINF. LOCATION ~ SIZE .~.~_FfRST fLOOR SI~B 0.114.!' SANI~ CUSHION I/2" J. NATER TIOHT JT. ALE: 1/4"=1-0 9 TOWN OF SOU~OLD BLDG. DEPT. SUB. 10/30/96 IOTOWN OF SOUTHOLD BLDO, DEPT. SUB. 11/.25/.98 11 TOWN OF SOLP~IOLD BLDG. Dwi. SUB. 12~28/.98 12TOWN OF SOt~IOLD BLDO. DEPT. SUB, 02Z2§Z99 I~TI~YN OF $OUTHOLD BLDG. DEPT. SUB. 03723Z99 ~14 CONFORMED CONSTRUCTION DOCUMENTS 0;$/9/99 CONSTRUCTION DOCUMENT DATE / / RB/ISION5 DATE DESIGN PRE-ARCHITECTURAL REVIEW BOARD REVISED SITE PLAN AS PER SURVEY REVISED SEE PLAN HEALTH SUBMITFAL Copyright 1999 -- Ira Haspel It is a vTolotTon of the law for ony person, unless acting under the direct supervision of a Jicenssd orchitect, to citer any Rem in any way bearing the seal of an architect. If an alteration is mode, the altering orchitect shall offi× to his item the seal ond the notation "Altered by:," followed by his signature, the dote of such alterotion, and a specific description of the alteration, TH0tC_AS D. REILLY, P.E. STRUCTURAL ENGINEER LIFT bIEC,HANIc BLOCK INALL N/ T1RUE~iNAL L REINF. ~ 16" O,C,. (EVERY PLAN r'LINE OF STL. DEAH ABOVE [ I'~, LIFT I'4EC~HANIS~ -- [, 2ND C,RE. T'rP.) E,V! 56 2 H~. RATED ENC,LOECJRE 1 FRAME , --ii1 ~CONCO~D" LIN~OPI~OOp PENTHOUSE VENT ~ 5HAFT D 5.F. FREE AREA MIN, 51'40 ~ TIC?HT SEALANT -- (4) LAY'ERE 5/~," T'C'PE 'X' SHOK.~E TIC~HT .JT. ~ FLEX· FIRE RATE[2 SEALANT -- C,L~, H~T. - REFER TO FINI¢YH -- PLAN FOR ALL FINISHES HR. ~ ~" ~ 4;114.0' [/2" EXP. ,JT. M/COt'dP. FILLER JT, ~4/~TED SEALANT 2 HR. RATED ~" C,MU BLK. INALL N/TWJJ~3~NALL REINF. 2ND O0~ ~ ~5 ~RT, ~]NF. ~ ~2" O.C. BSM'(. FL. 0 fl~ C,ONCRETE 5LA~ ~/ 2" RI610 INE~JLATION I'-0" x2'-'O" C'ONC'. FTC',- I/2" ~ ~IANT HEAT LOOPS N/~) ~5 ~RIZONTAL ~/ CO~P. FILER ~EE F~. PLAN FOR ~INEORCIN~ I CONC' FTC. ~YO~ -- HI551N~ INPO. Ira Haspel Architect, P.C. ~3 ANCHOR WAY 44a4 OAK S~H ASSOOIA~ION O~ BEACH, NEW YORK 1t702-4812 TEL.'='516-587-8046 FAX: 616-661-8269 l/ MAIN RD. S.R. 25 (KINGS HWY) Jl SOUTHOLD, NEW YORK PART PLAN & SECTION CRUSHING AREA/ LIFT PLANS/SECTiONS, ~*ONSTRUCTION DOCUMENTS) JMMI 91097 AS NOTED r DEC '97 AEi-4 TOWN OF SOUIHOLD,BLDO,~DE. PT. SUB. '" BOUTHOLO~BLDI~' DEPT, SUB. ~ ,~UTHOLO"BLD~,' DEPT. SUB, SOUTHO~--~ BL.~, DEPT. SUB. BLDO, DEPL SUB, CON~rRUCTION' DOCUMENIS : PLAN AS' T OF SUBMITTAL BOARD Ira Haspel WARNING: It is a violatian of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any item .inany wq¥ bearing the seal of an architect. If an ~lteration iS madq, the altering orchltect sherl affix tO his item the seal and the notation 'Altered by:." foJlowed by his signature, ,the date of such alteration,' and a '?pacific description of [he 'olteratibn,~ SIM I RECESSED MOUNTED 220 VOLT SINGLE PHASE, 220 VOLT · 3 PHASE, AND 110 VOLT WP OUTLETS GALV. STL CRATE GRADE -- JOINT ROOM Jl 19'-0" CONTROL - JOINT TYP +105.50' J SLAB w/ #5 O B" O.C, E.W. BOTT.% MOUNTED TEMP. (NDICATING MIXING UNIT HOSE STATION (H/C) TRENCH DRAIN-REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFO. SHEET A5-7 5 PHASE, AND 110 VOLT WP OUTLETS ELEV. +105.50" CONC. IUOUS INTEGRAL WATERSTOP SONTROL CONTROL -- [ 1 19'-0" 59'-0' -- CONC. FOUNDATION WALL BELOW w/ ~4 0 12" O.C. VERT ~ & #5 {1' 12 O.C. HORIZ. (,,T~?)u~Jc¢ P.O. FOOTING w/ #4 0 12 O.C. m~ SEE TR-A ON A?-? FOR ~.~ FOOTING SIZE AND LOCATION ~' (5" R) w/ 1/2" STRAP ANCHORS 0 24" O.C.-SEE TR-A ON A5-6 FOR ADD. INFO. (TYP I~ DRAIN-REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFO. SEE DETAIL 'J~ ON TANK 19'-0". JOINT BASEMENT SLAB ELEV. = 101.33' LINE OF CONC. BEAM ABOVE-REFER TO STRUCT DWGS FOR ADDITIONAL INFO HOSE BIB JOINT '~'",-- e' w/~ ,~B" SLAB O.C, ~J: OPEN TO ABOVE CONTROL LiNE OF CATWALK ABOVE l PITCH SLAB 1/4" PER FT. TO DRAIN PITCH SLAB DRAIN RECESSED MOUNTED TEMP. INDICATING MIXING UNIT HOSE STA~ON (H/C) ELEV. , +105.50 +106.11 ELEV. -- +105.50' I I I I I I I I I !20 VOLT SINI PHASE, 220 3 PHASE, VOLT WP TO DRAIN 5¢'-0" 52'-0" CONTROL ~/B (3" R) w/ 1/2" STRAP ANCHORS ~ 24" O.C. ~l! CONTROL -12 CONC. FOUNDA~ON WALL BELOW ~/ ~4 ~ 12 O,C. VERT ~J~ ~ ~5 e 12 O.C. HORIZ. P.C, FOO~NG w/ ~4 ~ 12 O.C. LINE OF CA~ALK SEE ~-A ON A5-6 FOR ABO~ FOO~NG SIZE AND LOCA~QN 220 VOLT SINGLE PHASE, 220 VOLT 3 PHASE, AND 110 VOLT WP OUTLETS ELEV. ~ +105.50' 6" SLAB w/ #5.0 8" OJ E,W. BOTT. RECESSED MOUNTED I TEMP. INDICATING j MIXING UNIT HOSE STATION (H/C) ~ J I z 'I 59'-0' ~CALE: i/4:1-0 Ira ' Hasp el Archi[ec[, P.C. NEtV VINEYARD ~ /YINERY PART' PLAN, TANK ROOM JMM 910~:J7, AS NOTED B 0E0 97 WAY · ANCHOR , " ~lo~ s~c.~ssOa~T.~ '. , MAiNsouTH 5 HWY .~a~c.~.~. RD. S.R. a iNGS ."...~us~r~.. '~,~eo .' OLD, NEW'YORK ., ":,* CONTINUOUS INTERGRAL GONG, WATERSTOP 12" CONC, _FO,U_I~DAffLON REBAR~t5 0 10' O.C. HOR(Z B" SLAB w/#4 0 10" O.C. E.W. BOTT, L 6' SLAB w/#4- G 10" E.W. BOTT. CONCTRETE COLUMN BEYOND " SEE W6 ON A4-2 TANK ROOM REBAR ~14 ~ 12" O.C. REBAR~t5 0 12" O.C. SLOPE '~/4" ELEV= +tD5.5 ~"- R.C.A. % 1/2" EXP JOINT 0 PIER-SEE W6 ON A4-2 RIGID INSUL, GASEM£NT SLAB P.C. FOO~NG w/ 3 #5 CON~NUOUS TOP OF F:TG 0 REI~. WALL Q 98._~ LE: 1/2"= 1'-0" S~OPE 0 1 4' PER FT. s.s. )< 4x4x3/8 (Y' R) w/ ANCHORS 0 24-" O.C. DOWELS 0 24" O.C. NOTE= REFER TO FINISH SCHEDULE FOR ALL FINISHES B" SLAB w///4 0 1D" E,W. BOTT. 12" CONC. FOU~,DATION ERBAR ¢4 0 12 O.C. REBAR //5 ~ 12" O.C. HORIZ 1/2' EXPANSION 6" CONG. SLAB W/ 6x6 4/_4 ~ CONTROL JOINTS 0 400 S.F. MAX REFER TO BSMT PLAN FOR LOCATION 1Z4" PER FT. 'Q,T. (TYP) TO ORAS,t MIL VAPOR BARRIER RIGID INSUL. --2" SAND CUSHION CONC. FOOTING //4 0 12" O,C. - LINE OF COLUMN BEYOND SEE BASEMENT/FOUNDA~ON PLAN FOR LOCA~ON-REFER TO STRUCTURAL PLANS FOR AODI~ONAL INFO. ELEV= +105.50' PER C.T. TOP & WALLS (TYPICAL) ELEV= +106.10' ,,-.% FOOTINGS TO BE ON VIRGIN SOIL. SLAB TO BE ON SUB GRADE THAT IS 0 95% COMPACTION IN B" LAYERS LINE OF COLUMN BEYOND SEE BASEMENT/FOUNDATION PLAN FOR LOCATION-REFER TO STRUCTURAL PLANS FOR ADDI~ONAL INFO. SLOPE 3/4" LINE OF TOP OF BASEMENT SLAB BEYOND ~ +101.35' ELEV: -- TRENCH DRAIN-REFER -- TO PLUMBING DRAWINGS FOR ADDITIONAL INFO. SEE DETAIL TD ON SHEET A5-7 SLOPE .,.,, · 6 MIL VAPOR BARRIER RIGID INSUL. 2" SAND CUSHION -- ', '. CONG. FOOTING w/ ~t4 (~ 12" O.C. 2'-6' ~ / SLOPE 12" CONG. FO,U_hIDA_TI~ON REBAR ~t5 ~ lu' REBAR //5 ~ 10" O.C, HORIZ 1/2" EXP. 12"x24" P.C. FOOTING -- w/ 5 ~5 CONTINUOUS N O"IE: REFER TO FINISH r~ SCHEDULE FOR ALL FINISHEB LINE OF COLUMN BEYOND LINE OF COLUMN BEYOND SEE BASEMENT/FOUNDATION SEE BASEMENT/FOUNDATiON COLUMN BEYOND PLAN FOR LOCATION--REFER PLAN FOR LOCATION--REFER ~ 6" CONC. SLAB W/ SEE W6 ON A4-2 TO STRUCTURAL PLANS FOR TO STRUCTURAL PLANS FOR CONTROL JOINT-SEE TANK ROOM 6x6 4/_4 ~ 6" SLAB w/#4 G 10" ADDITIONAL INFO. ADDITIONAL INFO. PLAN FOR LOCATION CONTROL JOINTS 0 400 MAX REFER TO BSMT E.W. BOTT. TANK ~ PLAN FOR LOCATION CONTROL JOINT-SEE TANK ROOM ~ ROOM -,,,, PLAN FOR LOCATION ~ C-~ TRENCH DRAIN-REFER -- CONTINUOUS INTERGRAL -- TO PLUMBING DRAWINGS CONC. WATERSTOP I FOR ADDllrlONAL INFO. EXPANSION JOINT SEE DETAIL TD ON 12" CONG. FOUNDATION SHEET A5-7 REBAR "~5 010" O.C. ,, , . . , ,. .. :.,~ ~ .... '.~,..'" REBAR 5 0 10" O.C. HORIZ · . .., ...~. ~ .'~. - . ,'.' , .., .,, , ':. .. ~ ,.. , , '.' "' " .',.:"- ·: -~? ' ' ' .., ~ ' ' ~,' · · .... · . (BOTH SIDES 0 2 STORY SPADE) '" '' ?"' ' " '" ' ' " ' .... FOUNDATION W6 ON A4-2 1/2" EXP WATERPROOFING ~ R.C.A.~ R.C.A.% I PER FT* , .i~E~T SL~ 0 ~01,33', I --- , 12"x24" P.C. ~- w/ 3 ~5 CONTINUOUS ,,.. -6 MIL VAPOR BARRIER RIGID INSUL. LINE OF TOP OF BASEMENT --2" SAND CUSHION , ~ TOP ~, ROO ~ET. WALL.O 98.75' SLAB BEYOND 0 +101,35' ' ' P.C. CONC, FOOTING w/ ~ ~ 12" O.C. CALE: 1/2"=1'-0" " FOOTINGS TO BE ON ~'; ~ ~OWN OF ~0~ B~. D~, SUB. 10~3~/~8 VIRGIN SO~L. SLAB TO BE ON SU~.GRADE ~ IO~N OF So~ B~G. ~. SUB. 11/25/g~ THAT IS 0 95~ COMPACqON IN LAYERS ¢ 11 ~WN,~ SO~O~ B~, ~. ~9. 12/26~9E ~,, 12~N, OF ~0~ B~o, D~. ~B. ' PRE-~CHITEC~L R~I~ BOARD 3/10/98I/unless octing under the direct supervision STR T L ENG EER ~ R~S~P~N~PERSURV~ 4/7/78I/ofellcensed~rchitect, todterenyitem Arc Jtec , P.e. TANK PIATFQRMg ~A ~ ¢ ~[~ ................... ~- R~SED S~E P~N 4/16/98 I/ ~n ony woy beoring the seol of on orchitect. . ~[~ ~ ~ ~ , D~T Of H~TH SUBMI~ 5/6/98 I/If an dteraUon is mode the olterlng 33~CHORWAY ' ,RCH CTU LR a R. SU..ISS,O 5/,4/se I' erchitectshdl,ffixtohisRem~esed 4~. ~O~B~.,~ON" Il/ MAIN RD. S.R. (KINGS l( ~R~CTU~L R~I~ BOARD SUBMISSIOt 5/~/g8 [I and the notation "ARered b~" followed by ~,~t~ O~B~H, N~YO~11702~12 . . · -~-TOP OF GRADE ELEV. +109.66' LINE OF CHEEK WALL BELOW RETAINING WALL REFER TO STRUCTURAL 6" RAMP W/ DRAWINGS FOR ADDITIONAL (4000 ON 95% INFORMA]]ON (TYP) COMPACTED SOIL i / }, B,, LAYERS I -"---.. / ~ ~ / r~6" CONC. SLAB W/ --- '"'"G,., . / ~ -~-~ ~ ~ ~ / t6"X6" 4/4 W.W.M. L_k ~ L~ '- ........... ~........................... ~ ~ ~ ~.~-. ,I (4000 PSO ON 95% . ~-~'~ I CO~,~CTED 1 -- ~--I~ ~ ~AT~-- -- -- CONSOL dT. ~ 5'-0" O.C. " ~ 1/4 PER : 1~4' PER FI p 1:12 ~AX 15'-0' ~T~ OF F.F ~ CONC. SLAB ~ +I, ~ +101.35' 100'-~ ~REFER TO PLUMB. ~, DWOSFOR ~DD. mNFO. ¢ I ~LINE OF CHEEK ~WALL BELOW ', (. . (~PICAL) ' , L J I L I~¢ _ _ _ J _ I L .... ~ ~ ECESSED MOUNTED TEMP. INDICATING MIXING UNIT HOSE STATION (H/C) RECESSED MOUNTED 220 VOLT SINGLE PHASE, 220 VOLT 3 PHASE, AND 110 VOLT WP OUTLETS ELEV. +101.35' ~CH DRAIN- REFER TO PLUMB. DWOS FOR ADD. INFO. AR~ MOUNTED TEMP. INDICATING MIXING UNIT HOSE STATION (H/C) RECESSED MOUNTED 22B VOLT SINGLE PHASE, 220 VOLT 5 PHASE, AND 110 VOLT WP OUTLETS GRADE +109.66 ROWLOCK BRICK COURSECAP REBARS B" CONC. CHEEK WAL6 W/ #4 REBARS ~ 80.C. (TYP) 6"x6" 4/~ W,W.M. (4000 PSl PROVIDE EQ ' TOWN OF BLDG, DEPT. SUB. O TOWN OF OF, BLIX~, DEPT. I lgTOWN DEPT. I DEPT. DOCUMENTS BOARD REVISED',' SURVEY HS BOARD ¥. BOARD -- Iro Haspel DATE WARNING: ii is o violotlon,of the Iow for ony person, unless octin9 under the direct supervision of e licensed architect, to Direr ony item in ony woy bedrMg: the seol of an orchitsct. If on alteroUon ]s mode, the altering architect shall affix to his item the seal and the noMUon "Altered b~' followed by his signoture~ the dote of such alteration, Gad a specific description pf '(he olteration. THOI~AS D~ REU.I,Y, P.E. STRUCTURAL ENGINEER SOIL @ 95% COMPACTION IN 8" LAYERS % 79'-53/4' 6" OONC. LINE Of NEW GRADE FILTER FABRIC GRAVEL ~ WEEP HOLES AT 52" O.C. MAX ~5 REBARS 0 12" O.C. VERTICAL AND B" O.C. HORIZONTAL CONC. RETAIN. WALL 5 - #5 REBARS CONTINUOUS STUCCO FINISH TO MATCH NEW EXTERIOR WALLS -- /2" EXP. JOINT CONC. SLAB W/ 6x6 4/4- ~ 5 - #5 REBARS 0 24-" O.C. SOIL 0 95% COMPACTION IN 8" LAYERS (TYP.) LE: 1/4"=1'-0" 10 PITCH > I < PITCH MIN. (TYP BOTH SIDES) INSTALLATION ~t4 REBAR INITIAL POUR (. BE DEVELOPED BY I SEE ~ SLAB~ DESIGNER PIPE TO -- DRYWELL 14" MIN. EXCAVATION WIDTH (TYP) (SECURE CHAIR IN BOTTOM DtMPLES ON THE CHANNELS) NOTES: (ALL END CAPS ARE TO BE SECURED WITH AN ADHESIVE) 1. THE CRATES MUST BE SECURED WITH THE LOCK DOWN MECHANISM WHEN THE SYSTEM IS iN USE. 2. SPACERS MUST BE iNSTALLED BETWEEN THE GRATE AND THE POLYCAST C~i)ANNEL ON ONE SiDE PRIOR TO POURING CONCRETE, TO ALLEVIATE TIGHT FI1-FING CRATES. 5. ALL REINFORCEMENT BAR DETAILS AND EXPANSION JOINTS ARE TO BE DEVELOPED BY THE SLAB DESIGNER. PARALLEL EXPANSION JOINTS SHOULD BE NO CLOSER THAN 6" FROM S;DE QF DRAIN CHANNEL. 4. THE AVERAGE SLOPE, OF EACH SLOPED CHANNEL IS 5. IN THE EVENT THAT ANY NON-PNUEMATIC ]]RE TRAFFIC OR TRAFFIC WHICH EXCEEDS 20 MPH iS TO OCCUR ON ANY PART OF THE DRAIN SURFACE OR GRATE, 700 SERIES HARDNOSE '°~HANNELS MUST BE USED FOR THESE AREAS. 6. WHEN The FLUID I$ EXPECTED TO BE ABOVE 120' F, A POLYESTER CHANNEL IS NOT RECOMMENDED, VINYL ESTER SHOULD BE CONSIDERED. 7, FOR SPECIFIC CHEMICAL AND TEMPERATURE REOUIREMENTS RE ER TO THe POLYCAST (~)CHEMICAL GUIDE 8. MITER CUTS SHOWN ARE TO BE FIELD CUT BY OTHERS. DRAIN TO BE POLYCAST - SUBMIT SHOP DRAWINGS FOR ~.PPROV'AL .~.F!:OOR SLAB ELD/, +114.0' C) Ira Haspel Architect, P.C. ---P.C. RETAINING WALL BEYOND REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION (TYP) CONCRETE RAMP 1/2" JOINT LINE OF DOOR FRAME BEYOND 4" CONC. SLAB 6x6 4/4 WWM CONCRETE SLAB +101.35' -101.35' RETAINING WALL & STEP FOOTING BEYOND - SEE DEL RAB THIS SHEET EQ 8" CONC. CHEEK WALL W/ #4 REBARS o B" p.c. (wP) 2 - #5 REBARS- CONT~UOUS DRAIN REFER TO PLUMB. DWGS. FOR ADD. INFO. --6"X6" 4/4 W.W.M. (4.000 PSO PRO.DE CONTROL JT, ~ 5'-0~ O.C. & EXP. JT. ~ 15'-0" ENLARGED EXTERIOR .9 OD, RAM P' D ETAI LS . , AS NOTED 8 ~C 97 33 ANCHOR WAY TRENCH DRAIN ~ ~CH, N~ YO~ 1.i7~2 ' ' SOUTHOLD, NEW ,YO K CONSTROcTIO,N~,,'Doc,uMENTS r CONC. CHEEK WALL w/ ~4 REBARS O 8' O.C. CAST IRON NOSING AND ANCHORS (TYP) I ) P,C, FOUNDATION WALL W/ 12"x24" P.C, FOOTING (SEE WALL SECTION FOR ADDITIONAL INFO,) J ROOM LE: 1/2"= 1'-0" NOT~ ST2 (EXTERIOR STAIR #2) SIMILAR CONDITIONS 1/2" PIPE HANDRAIL AS PER CODE, MI. (1) GALV. STL. GRATE W~NE I J DI'ORL~IE 1 1/2" PIPE GUARDRAIL AS PER CODE MI. (1) ANCHOR PER 6-0" 20'-9t" IRON NOSING AND ANCHORS (TYP) SEE WALL SECTIONS FOR ADDITIONAL INFORMATION 17 ]READS 0 9 1/2" = 13'-5~" LE: 1/2:1-0 ST2 (EXTERIOR STAIR #2) SIMILAR CONDITIONS 9 TOWN OF SOUIHOL0 BLOG. DEPT. SUB. IOTOWN' OF ~OUIHOL~.'BLDg, OEPT. SUB. SOIJTHO~ BLD~, DEPT. SUB. SOUTHOLD:BLDg, DD~ SUB. SOUTHOLO'~ BLOO. ~ SUB. 1/2" PIPE HANDRAIL AS PER CODE, MI. ROOM COAT CHECK EXTERIOR WALL SEE WALL SECTIONS FOR ADDITIONAL INFORMATION REVIEW BOARD PLAN AS PER SURVEY SITE PLAN HEALTH SUBMI1TAL BOARD BOARD CopyFlght: 1999 -- Ira Haspel DATE WARNING: it is o violation Of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any item in any wa)' bearing the seal of an architect· If an alteration is made, the altering architect shall affix to his item the seal and the notation ~Altered b~, · fallowed by h~s signature, the dote of such alteration, and o specific des~:rlpUon of the alteration. THO~S D. REILLY, P.E. STRUCTURAL ENGINEER 'i~4 B1~.1~¢-7~ FAX: 616-T~-6/40 1/2' EXPANSION JOINT- 4' CONC. SLAB 6x6 4/4 WWM W/BROOM FINISH PITCH 1/4" PER FT. TOP OF WALKWAY ELEV. +112.53' TOP OF WALKWAY E!.[V 8" CONC. CHEEK -- WALL W/ #4 REBARS O 8' O.C. 2 - #5 REBARS -- CONTINUOUS SOIL O 95~ COMPACTION IN 8" LAYERS 1 1/2" PiPE GUARDRAIL AS PER CODE (TYP) 1/2' PIPE HANDRAIL AS PER CODE (TYP) L12" P,C, FOUNDATION WALL BEYOND ANCHOR / 44 REBARO 8" .C. EA. WAY NOSIND & 8" CONC. CHEEK WALL W/ #4 REBARS O B" O.C, 2 - #5 REBARS CONT~UOUS LE: 1/2 =1'-0' Ira Haspel ArChitect, P.C. 33'ANCHORJ4VAY 4464 OAK BEACH A880~IATION OAK BEACH, NEW YOR~ 11702r46~2 TEL: 516-587-8046 FAX: 616-681-,8289 RD. S.R. 25 (KINGS SouTHOLD, HWY) NEW YORK ~i~REBARS O 32" O.C. RTICAL GROUT SOLID TYPICAL 4" CMU 5/4" STUCCO W/ ACRYIJC ADDITIVES COLOR AS SELECTED BY OWNER-SUBMIT SAMPLE TO ARCHITECT FOR APPROVAL GALVANIZED DIAMOND MESH INSTALL AS PER ALL MANUF. SPECS SECURE TO CONCRETE WATERPROOFING STL w/ STL ~ ENLARGED EXTERIOR STAIR DETAILS CONSTRUCTION DOCUME ROOM O g5~ COMPACTION IN B" / LAYERS 8" CMU w/ 'COREFILL' INSULA~ TIES AT 16" O.C, VERT.- 32" HORIZ. ~UOUS THROUGH WALL FLASHING FIRST FLOOR SLAB ELEV. +114.00~. --4" CONC. SLAB W/ 6x6 4/4 W.W.M. -- METAL DECKING BEAM BEYOND, O BO~J]-ED WINE STORAGE ONLY-SEE WALL SECTION ? -- GROUT SOLID BEHIND FLASHING TYPICAL -- STEEL ANGLES EMBEDDED IN CONCRETE AS PER STRUCTURAL DRAWINGS 12" CONe. FOU[~DATION w/ REBAR ~5 ~' 10 O.C, VERT REBAR ~5 ~ 10" O.C. HORIZ 1/2' EXPANSION JOINT 6" CONC. SLAB W/ 6x6 4/4 WWM 6 MIL VAPOR BARRIER CONTROL JOINTS ~ 400 S.F. MAX REFER TO BSMT PLAN FOR LOCATION BASEMENT .SLAB I~LEV., +101.~5_~ T RIGID INSUL. 2" SAND CUSHION 12"x24" P,C, FOOTING w/ 3 #5 CONTINUOUS JMM ' 91097 AS NOTED 8 DEC 97 A,5 8 ' ',' ~ght 1999 VESTIBULE VES'T1BULE 4" CONC. SLAB W/ 6x6 4/4 WWM METAL DECKING ~ /~4- CONC, LANDIN6 ~ /W/ BROOM FINISH / COLUMN ~ / /' (TYPICAL)/ / 1/2" EXP. JT. (TYPICAL) ~ / . F.F. E,EV. ~, / <> ~ - / +114,0' CONSOL JT.~ ~ UP 1:20 MAX /WALK. ~ 5'-0" O.C, ~ ELEV. (TYPICAL) + 112.0' i ~CALE: 1/4 =1 -0 --4" CONC. RAMP W/ BROOM FINISH OF DOOR FRAME BEYOND 4-" CONC. LANDING W/ BROOM FINISH OF COLUMN BEYOND 14.0' CONCRETE WALKWAY -10x10 ~M. (4000 PSI) PRO,DE 1/2" EXP. J% @ 15%0" O.C. AND CONTROL JDtNTSO 5'-O" O.C. STL JOISTS-REFER TO STRUCT. DWGS 12" CONC. FOUNDA~ON REBAR ,5 , 10" O.C. REBAR~5 G 10" O.C. HORIZ WATERPROOFING I II I ~ III I 1/2" EXP ~ I II I JOINT -10x10 W.W.M. (4000 PSI)_ PROVIDE 1/2" EXP. JT. O ,15';0" O.C AND CONTROL JOINTS ~) 5-0 O.C, ' LE: 1/4 --1 -0' I/2" EXP JOINT SOIL ~ 95~ COMPAC~ON IN 8" LAYERS ~ 1/2" EXP JOINT UP t;20 MAX 112,0' 1/2" EXP JOINT BLOC,. DEPT. SUB. DEPT. SUB. DEPT. SUB. SUB. SUB. BOARD SURVEY -- J~a Haspel WARNING:, It is o violation of the Iow for rJny person; unless acting under the direct supervision of e licensed architect, to Direr ony item in ony wey b~or[ng [he seel of on orchitect. If an-altera~ion is made, the altering '.architect shall affix to his item the seal and the notation ."Altered by;,~ followed by hie sighotur6,' the date of such alteration, and .a specific description of the alteration, THOMAS g. REILLY, P.E. STRUCTURAL ENGINEER Ira Hasp,~l Architect, 'P. C. 33 ANCHOR WAY 4464 OAK BEACH ASSOCIATIGN ' OAK BEACH, NEWYORK 11702.48t2 TEL: 51~087-8046 FAX: 616661-8289 W/ BROOM FINISH CURB JT. 0 CONC. 5'-0" O:C. (TYp) RAMP L LANDIN~ - TOP Of ,~ ELEV. ,iA WALK. +114.0'~r ELEV. +113.~ UP 1:20 MAX F,F, ELEV. UP +114,0' ¥~"-nBULE 3'-9" 10'-0" ,, 7'-6" --4' CONC. RAMP W/ BROOM FINISH ~CALE: 1/4--1-0 4" CONC. SLAB 6x6 4/4 WWM METAL DECKING STL, JOISTS-REFER TO STRUCT. DWGS 12" CONC. FOUNDA~ON REBAR ~5 ~ 10" O.C. REBAR~5 ~ 10" O.C. HORIZ WATERPROOFING OF DOOR FRAME BEYOND 'CONC. LANDING BROOM ~NISH CONCRETE RAMP / BROOM FINISH +114.0' UP 1:20 MAX +113,5' OF CURB BEYOND I/2" EXP JOINT -- IX6'' 10/10 W'W'M, (40D0 PRO,VID~ CONTROL JOINTS m ,5-00,C. (TYPO ~I~CALE: 1/4--1-0 EXP JOINT JOINT SOIL 4) 95~ COMPACTION IN 8" LAYERS % , MAIN RD. S.R. 25 (KINGS HWY) '..- sOUTHOLD, NEW YORK ENLARGED EXTERIOR RAMP DETAILS ISTRUCTION JMM 91097 AS NOTED 8 DEC 97, Ir¸ ~ ~I~CTION ti,2" = r-o" ~=_~ INT. COL. ;DETAILS 112" = I'-0" (3) #~' / (3) #8, %, / t / B" REINFOI~C. EO OONC. SLAB #5 ~, I0" #D ~ lO" OUND. DIS," = I'-0" OONT, HALL @ 4,, #5 @ #5 ~ I0" ~2FTAtL F 20'-0" --~¢-L ~.~ F4 20'-0" FOUNDATION PLAN I] I N I I L ~ ] F5.5 ]- ~ -- ~'~ ~IER OETAIL r--~, L°oj 112" ~ 1'-0" SLAB /,/ DATE 04-08-~9 FOt~II)ATI¢~ I, ALL 60NC)~ci~ ~ORK ~1. CONFOI~ TO ACI ~O1-~.5; 6ONCRETE ~E)~ 5HALL BE CONE,li~ETE; ALL EXTERIO~ C. ONCRETE kiOP4~ 5H~LL BE 44~OO PSI AIR-EN]It&INED. SLAB5 ON BE NORI~AL ~I~HT C42NE,~ET~. 2. ALL REINFOR~E~NT ~LL BE ~ED INTI~PJvlEDIATE ~ ~ BILLE~F STEEL ~OPJ41NE~ ~. ~ RE~E~NT. 5~. ~T5 RE~I~N~ OF ~i-DI¢ ~IAHE~ U~ O~ ~T~. ~TAILI~ ~L ~I~O~NT ~L ~ IN ~,~, DA~ 2~O· ~Y~ O~l~ ~ F~ ~OHANIC~ ~, ~NI~ ~L Architect, ~ OAK B~CH A~OCIATI~ ~ OAK B~CH, N~ YORK 11702~612, ~ TEL: 51~7~6 F~; 516~1~269 THOMAS D. REILL Y, P.E. STRUCTURAL ENGINEER ' 4 BEZEL LANE SMITHTOWN, N,Y, 11788 (516)724-7888 FAX:(516)724-5740 EMTEC CONSULTANTS INC. CONSULTING ENGINEERS 3555 VETERANS HIGHWAY SUITE M RONKONKOMA, N,Y· 11779 (516)981-9990 FAX:(516)981-3971 RAPHALL WINERY I' '" *" FOUNDATION PLAN ~ACT DOCUMENTS 28 DEC 98 ' ' ST.I 8" ~LAB ~ #4 #10" E.~I. BOTT. 18" ~ #4 5LAC TO BELOW FIRST FLOOR FRAMING PLAN SCALE: t/8"--1'-0" H I. TOP REINFORCIN(5 IN ~" CONCRETE 5LAB TO ~E A~ FOLLOINS, T-I #6 O 12" X 12'-6" 2. CO0~II',LATE DlhfEN~ION~ NOTED (") !,NITH DUPtBVGAITER REGflJIREHENTT~. D, ~ONCt~J~TE 5LA~ e STEEL JOleT5 ~HALL E~E 4" CONCRETE 5LAE~ ktITH 6"X6" - #6/#& ~ ON I ~e" PEEP 26 ~ALJ~E 6ALVANIZED PORN DECK INTO H24 X 14~ POCKET -- INTO ~NALL ,D" 5LAD ~1/ e4 L~----~ ............... ~-___~ REiNFOI~C,ED ( >NC,. E~API H P, EINFDRGED C ~NG. BEAM E.IN. E~DTT. ~ ~115 X 55 E. EN~)TT. ~ a ~[ID X 55 L BOTT, X X 24" PIER BAR (TYP.) ~ BEAM X I EETAI I&" X 16" C~DL AE~OVE H/8- #q V, ~ ~IID x DO x 6X6X~ TUBE COL, //- k4/ IO"XI2"XI" BASE ,'P_ HIe X ~O ~1~ X .DC> (4)-#q ~TTOH CONT. L [] // =o'-o" I, I " il 5/~" : I'-O" CONSTRUCTION DOCUMENT DATE / / REVISIONS DATE, GENERAL COORDINATION 04-08-99 I. JOIST5 5~LALL BE DEBIC-NED, FABRICATED, AJ,.D ERECTED IN ACCORDANCE HITH T~E Et-~lJl~B OF 11~ STEEL JOI~T Ira Haspel Architect, P.C. 33 ANCHOR WAY 4464 OAK BEACH ASSOCIATION OAK BEACH, NEW YORK 11702-4612 TEL: 516-587-8046 FAX: 516"661-8269 THOMAS D. REILL Y, P.E. STRUCTURAL ENGINEER 4 BEZEL LANE SMITHTOWN, N.Y. 11788 (516)724-7888 FAX:(516)724-5740 EMTEC CONSULTANTS INC. CONSULTING ENGINEERS 3555 VETERANS HIGHWAY SUITE M RONKONKOMA, N.Y. 11779 (516)981-9990 FAX:(516)981-3971 RAPHAEL WINERY FIRST FLOOR FRAMINO PLAN CONTF ~,CT DOCUMENTS 28 DEC 98 tr I L{] (.,ANT. :m ABOVE ~ CUPOLA ROOF FRAMING PLAN SCALE: 1/8"=1 ' 0" I I II Bx12 _~ 4X4 POST ,% ,/-- ~ POST ~-4X4 POST ~ CUPOLA FLOOR FRAMING PLAN SCALE, 1/8"= 1'-0" ~ MEZZANINE FRAMING PLAN SCALE: 1/8"= 1'-0" BLO~. INALL TYP. (STEEL ~'5 NOT (4)-t" 0 THI~J [~LT% 1/4" = I'-0" I. ALL F~HIN~ LUH~R 5HALL ~ DOUGLAS PIR LARGH, ~2 OR BETTER, (FD = ~ ]Ira Haspel Architeot, P.C. 33 ANCHOR WAY 4464 OAK BEACH ASSOCIATION OAK BEACH, NEW YORK 11702-4612 TEL: 516-587-6046 FAX: 516-661~8269 THOMAS D. REILL Y~ P.C. STRUCTURAL ENGINEER 4 BEZEL LANE SMITHTOWN, N.Y, 11788 (516)724-7888 FAX:(516)724-5740 EMTEC CONSULTANTS INC. CONSULTING ENGINEERS 3555 VETERANS HIGHWAY SUITE M RONKONKOMA, NN. 11779 (516)981-9990 FAX:(516)981-39?1 RAPHAEL WINERY MEZZANINE & CUPOLA FRAMING PLAN GONTI ACT DOCUMENTS PI PD PI PI PI PI PI PI PI ZFALSE VALleY P2 PI PI TP.U~ T-5 PI ~OL. I~¢PE P2 P2 PD T PD Pt PI PI PI PI PI PI 11 P~ ROOF FRAM/NG PLAN SCALE: ~/8"= 1'~0'' NOTES, I. PI INDICATE5 (~)ll X I2" ROOF PURLIN5 ~IITH KNEE t~RACE O EA. END. 2. P~ INDICATe5 ~X12 R~F ~RLINS ~ KNEE ~E ~ ONE END D. ~ INPlGATE~ ~ X 12 ~F ~RLIN5 ~. FOR gETAIL~ OF T~E5 TH, T-2, T-D, t-4, AN~ T-D SEE PRAHIN~ 'D, ~0~ D~TAIL5 OF TRU~ T-&, GEE g~, 5T-D. SEE ARCH CONET~UCT/ON DOCUMENT DATE / / DATE Ira Haspel Architect, P.C. 33 ANCHOR WAY 4464 OAK BEACH ASSOCIATION OAK BEACH, NEW YORK 11702-4612 TEL: 51~587-8046 FAX: 516-66%8269 THOMAS D: REILL Y, P.C. STRUCTURAL ENGINEER 4 BEZEL LANE SMITHTOWN, N.Y. 11788 (516)724-7888 FAX:(516)724-5740 EMTEC CONSULTANTS INC. CONSULTING ENGINEERS 3555 VETERANS HIGHWAY SUITE M RONKONKOMA, N.Y. 11779 (516)981-9990 FAX:(516)981-3971 RAPHAEL WINERY ROOK FRAMING PLAN ~ CONTRACT DOCUMENTS 28 DEC 98 12 I~" CONC. BLOCK 1,1ALL ROOF F~/RLINS · ~'-0" TyP. (STEEL ~'~, 'NOT 5HOINN FOR &" X ~" BOTTOM CHORO IO TOP CHORD DEr. 2 ¢ x 12 ROOF PURl_INS ¢ ¢'-0" DET. 4 TYP. (STEEL ~'m NOT 1.2 (+2~) 4"X~" BRACE X 12 TOP CHORD ' ' f2J - 24- x ':,4" ceNc. 'COL. · At~OUT dF. I 4 X I0 TOP E,H~R[D ~ X 12 TOP CHORE) TAPER TOP FACE TO RECEIVE PURLINS 12 IN. ALL T¥¢. (STEEL ~'~ NOT ~HO~N FOR CLARIT'¢) 4"X8" BRACE I~)TTOM CHO~ ~" X ~" HOOD COL. 4" X 5" [~OTTOH CHORD ~X"~ ~ X i0 ~ (B)-I"¢ BOLTS · gTTOH CHORD ,/ .- / ST, ¢ sloe ZPt~TAIL 2 5/4" = I'-0" \ SDTAIL, 4 ABOUT I"¢ THRU- ~PETAIL 5 E,/4" = , ,, i$~=TAIL I !4" ST. PL 12 12 (2)-t"¢ THRU BOLT5 (TYP) - ¢" x ~" COL. OR 12" HASONRY ~/ALL % I/4" = I'-0" ~/'4" = I'-0" O^TE SEE PHC. 5T-D FOR TRUSS NOTES. Ira Haspel Architect, P.C. 33 ANCHOR WAY 4464 OAK BEACH ASSOCIATION OAK BEACH, NEW YORK 11702-4612 TEL: 516-587-8046 FAX: 516-661-8269 THOMAS D~ REILL ¥, P.O. STRUCTURAL ENGINEER 4 BEZEL LANE SMITHTOWN, N.Y. 1 t788 (5i6)724-7888 FAX:(516)724-5740 EMTEC CONSUL ~-ANTS INC. CONSULTING ENGINEERS 3555 VETERANS HIGHWAY SUITE M RONKONKOMA, N.Y. 11779 (516)981-9990 FAX:(516)981-3971 RAPHAEL WINERY 1] TRUSS & ROOF FRAMING DETAILS CONTf DOCUMENTS 28 DEC 98 , ~ --.--~ ' ,,'.i ,i- , _ - --7°. .o,., ~':~ i ~N'S I ~x TOIL~ / /, wo~'s~L~ I STO~O~ ' ~' i ~ i ~1~ 4i ~ ~ I I~'--~II "'~ I-- 7,-,-, ?1 J r~ MEN'5 ~] ~OMr=N'~ j'~ t"4~N',5 ii : / \' IIi ':l ~ H.C. TOILET PLANS AND ELEVATIONS - JAN. 11, 2000 TOWN Of SOUTBOLD BLDG. DEPT. SUB. 10/30/98 IOTOWN Of SOUTHOLD BLDG. DEPT. SUB. 11/25/98 11 TOWN Of SOUTHOLD 8LDG, DEPT. SUB. 12X2B/gB 12TOWN OF SOUTHOLD BLDG. DEPT. SUB, 02/25/99 13TOWN OF $OUTHOLD BLDG. DEPT. SUB. 03X25/99 14 CONFORMED CON~q'RUC~ON DOCUME~ 04/09/99 15 REVISED AS PER TOWN OF SOU'B4OLD 05/06/99 BLDG. DEPT. COMMENTS SCH£MAIIC DESIGN RE--ARCR;TEC,dRAL REVIEW BDARD REVISED SITE PLAN AS PER SURVEY( REVISED SITE PLAN DLPARTMEN7 OF HEALIH SUBMIrfAL RE~/IEW BOARR BUBMiS%IOb RFVILW BOAR[} SUBMISS~O" PLAN @ R~CBFF~©N WARNING It is a viD,calan of the Iow for any porson, of a hcensod orchltect, to al(er any iLem .n any way bearing the seal of an archlLect, If an alterchon is made, the altering architect shall ofhx to his item the seal and the no[abort "Altered by" fo[lowed by his signature, the date of such alia/align, and a specific description of the alteration T ~^L~_,V'A'~ON ~A~ @ THOM,_AS D. REIT,I,Y, P.E. STRUCTURAL ENGINEER 4 ~'~' LANE 8MI'PHTOWN, HY 11788 TEl.: 518-7'24-7888 FAX; 518-724.-5'f40 Ira Haspel Architect, P.C. 33 ANCHOR WAY 4464 OAK BF-.ACH ASSOCIA"~ON OAK BEACH, NEW YORK 11702-4612 TEL: 516-587-8046 FAX: 516-661-8269 ; TO name & Iocohon /lE~ V//V/ YARZ2 ~ MAIN RD. S.R. 25 (KINGS []WY) SOUTHO[,I), NI<W YORK SARI PI_AN INTERIOR JMM 91097 © RECEPTION ELEVATIONS (30NSTRUCTION DOCU AS-1 / ¥ / ~] HONfEN'5 COVE BASE CALk 1/4"=1' 0" "5CALD¢UAPq2" v h F~-jM~N'5 0o¥: ~ASC "50 ALDCUAI~.p" SANITA~h" P~OTECTION (~"¢p) ~-~ ~MEN,5,oovr" BASE H.C. TOILET PLANS AND ELEVATIONS - JAN, 11, 2000 TOWN OF SOUTHOLD BLDG. DEPT. SUB. 10/30/98 OF SOU'P-IOLD BLDG. DEPT. SUB, I1~25~98 11 TOWN OF SOUTHOLD BLDO, DEPT. SUB. 12~28~98 12 TOWN OF BOUTHOLD BLDO. DEPT. SUB. 02/25~99 13TOWN OF BOU~]4OLD BLDG. DEPT. SUB. 05/23~99 14- CONFORMED CONSTRUCTION DOCUMENTS 04-/09/99 15 REMSED AS PER TOWN OF SOUTHOLD 05/06/99 BLDD DEPT. COMMENTS SCHEMATIC DESrGN PRF ARCtlITEC=URAL REVIEW BOARD OJ~' 0/9 REVISED SITE PLAN AS PER SURVEY i- REVISED SITE DEAN DEPARTMENT OF !-lEA! TH SUBMITTAL REVILW BOARD SUBMISSION REVgEW BOARD SUBMISSION \NNINC ROA~B R PMISqON Cooymqht 1999 ira Haspel WARNINC It is c v,olotion o! the law for any person, o[ s licensed architect, (o miter (]ny item in any way beorlng [ne seal oF on architect, if an a!terotion :s made, [he altering orchJtec[ shall atflx Lo hm dam the segJ and the notation "AJLered by." fdJowed by his signature, the date DE such alterabon, ond a spemfic descr:pbon of the a,teretmn. THOMAS D. REILLY, P.E. STRUCTURAL ENGINEER ~ B~_L LANE ~IT~I'O$~. NY 1178~ Ira Haspel Archilect, P.C. 33 ANCHOR WAY 4464 O/G( BE. ACH ASSOCIATION OA~ EIEACH, NEW YORK 11702.-4612 TEL: 5'~6-587-8046 FAX: 516-661..826g PI AN/ELEVATJONS ENS/WOMENS N.C. TOit. QON.S7 F~L,C r ION DCICUMENT~' JMM/WC/ 91097 AS NOTED 8 DFC 9/ AS- INSTAllER NOTE: z DO NOT ALTER kJ RAIL BRKT~ x SPACING ....... Ld SPACING SECTION "B-B" EXT, BEYOND C/L BRKT, HOISTWAY ~.DEPTH PLATFORM ~ LENGTH CLEAR -- INSIDE qUNNING --CLR'NCE SECTION "A-A" (NTS) ¢ NOTER! PLEA.~ Z~THAT ALL CLEARANCES COMPLY ~TH LU/[A CODE REQUIREMENTS OIL/ELECmlCAL UNES CDNTROL VALVE-- UNIT INSTALLER NOLO: THE MEASUREMENTS FOR TRAVEL, PIT DEPTH & OVERHEAD ARE VERY CRITICAL. MEASUREMENTS MUST BE ~THIN 1/¢"R! M/R PLAN AT LO~~ cu"°~%SLE ELEVATOR I o¥ool ~ORIZON LULA ELEVATOR ~:"~i/A H-q02 I~LOCNADOE GOVERNOR AC~COSS I]BOR WITH ACCOSS CAD EMENOENCY LIORF~ AND ENCL F Fnt~/ rT CLASSIFICATIOM~ HORIZON ELEVATOR (~?~ ,' BSUE ........ ~S~GN~L CONT~OLLE~ (24V~ ~TTEEY-P~K. ~HPO~TaNTL THE FOLLOWING NOTES SHOUL9 ~E [ONS~gERE~ ~y THE OWNE~ 0~ M~Eb HORIZON (08) TYPE: IR ~LIMIT & FLOOR STOPPING SWITCHE~ ARE MTD, ON AGENT PRIOR TO APPROVAL DF THESE DRAWINGS ~ SPECIFICATIONS CAPACITY~ 1400 Ihs, SPEED: 30 ?pm ~CAB SLING & ARE SERVICEABLE FROM CAR ROOF, L~NDINGS~ 2 OPENINGS, ~ ~ULC/UL FI~E L~BELLED DOOR/FR~ME ~SSYd 1/~ HR) ~ HOISTWAY ~ND MACHINE RO~N IN ACCORDANCE WITH ELEVATOr/LIFT SAFE~Y CODES TR~VED me' PIT DEPTH~ ~9 1/2' ~TDTAL ND, REQ'D~ ~RH $ ~ LH AND TO LOCAL CODES ~ND REGULATIONS, ~CAN OPER~ION IS ~UTO~ ~ ~UTTONS ARE MARKED ~ PLUM~ H~ISTW~Y~ DUE T~ CLOSE RUNNING CLEARANCES OWNER/AGENI MUST ASSU~E CLEAR OVERHEAD:I20' NO. ~EQUIRED~ 1 ~AS FOLLOWS~ ~ & I THAT HOISTW~Y IS CDNSTRUCTED PLUMB AND S~UARE AND TD SIZES SHOWN, ARCHITEC5 N/~ ~STEEL CORE WIRE RDPE, NDM, ~IA, ~ ~ NO CONdUIT,WIRING OR PIPING OTHER THAN THAT PRETAINING TO THE LIFT EQUIP, ENGINEER~ N/A ~LENGTH ~ ~ NO, REO'D, PERMITTED IN THE HDISTWAY OR MACHINE ROOM, W/~ SPECIAL APPROVAL, SITE NaiL, RAPHAEL VINEYAR~ ~BEFORE LEAVING JO~ SITE INSTALLER HAS ~ MACHINE ROLM LOC~TE~ AT LOWEST LEVEL A~JACENT TO HOISTW~Y UNLESS ~TO WELD OR DOWELL TFE UPSTAN~ POST SHOWN ETHERWISE ON LAYDUT ~R~WINGS ' AND CYLINDER BRKTS ONTO THE APPRQPRIATE ~ ACCESS TO MACHINE ROOM TO ~E THROUGH A LOCKABLE ~00R ~R PANEL,AS SHNWN ~~ RAIL ~RACKETS, ON LAYOUT ~RAWINGS ~ LOCKABLE, FUSES ~ISCONNECT SWITCHES OR CIRCUIT ~REAKERS REQUIRED AS FQLLOW~ (LOCATE~ ~N WALL ON LOCK JAM~ SI~E ~F MACHINE ROOM DQOR) ~PIT CHANNEb FORM? ~/16' THK x 2/4' x 7' I PHASE - R POLE + AUX ~ ~D~ 0,2~ xS,5'xS,5' HSS ~0 ~ 2 PHASE ~ POLE + AUX TIME DELAY OUANTITY ~ STEEL R~IL STOPS B~LTED TO RAIL TO A~L~W APPROX, 25' FUSE SIZE VELTS PHASE REQUIRE~ ~RUNBY AT LDWER LEVEL IF BUFFER NOT PRESENT, 1, CONTRACTOR/CUSTDMER ~-VERIFY ALL ~M~TOR B E~UIP, 25 AMPS 208 V ~CAR SLING ARRANGEMENT (C5 x 6,7 FQR STILES DIMENSIONS AND REPORT ANY $ISCREPANCIES ~ CA~ LIGHTS 15 AMPS 115 V ~C6 x l~ CANTILEVER ARMS) TO OUR OFFICE IMMEBIAH '20 ~ SLEEVES FOR OIL ~ ELECTRIC LINES FROM MACHINE ROOM TO HOISTWAY ~ SPRING ~UFFERS B PIT PRDP TO BE INSTALLE~ 2, M~CHINE RQOM EQUIPMENT SHOWN IN APPROXIMATE RE~UIRED,(POSITION AS SHOWN ON TROWING OR Tg INSTALLER'S INSTRUCTIONS) ~IF REOUIRE~, DECELERATION IS LESS THAN 1~, L~CATION ONLY, FIELD ADJUSTMENT By INSTALLER ~ SUITABLE LINTELS OVER LANDING ENTRANCES,PLEASE NOTE THAT ENTRANCE ~LIFTING ~R~CKET~ C5 x 6,7 CHANNEL M~Y BE NECESSARY TO NEET J02SITE CONDITIONS FRAMES ARE NOT ~ESIGNE~ TO SUPPORT OVERHEA~ WALL LOADS, ~WITH SAFETY MECHANISM, ER REGULATIONS, ~PIT WATER PROOFING OR SUMP AS REQUIRED, PIT FLQDR ~ESIGNED FOR REAC- ~SPRE~ER, C6 x 12 CHANNEL C NTROLLER MISC, ATA TIONS SHOWN, TRILLING/BACKFILLING PIT BOREHOLES IF APPLICABLE, ~ A~EOUATE SUPPORT FOR GUIDE RAIL FASTENINGS,ETC, BUILDING STRUCTURAL M~Eb HL~EK EOB36O(U)5,0 10IL TYPE, ESSO NUTO ~2 esl ENGINEER TQ ASSURE THAT BUILDING AND SHAFT WILL SAFELY SUPPORT ALL ~CAR LIGHT FIXTURE (S/S~q FINISHD TYPD AUTO J~B ~, H-~025, IDIL RESERVEDLY2 FOUR (~) P~T LIGHTS LOADS IMPOSED 2Y THE LIFT EQUIPMENT WDRKING PRES 0190 ~TQP OF SHEAVE SHOWN IN 'LOWEST' ' P ~POSITION, CONTROL VOLTS~ 24 V DC 'RELIEF PRE~J 1485 ps PIT LIGHT AS RE:'D ~Y LOCAL CO,ES ~ND RULES, POSITION AS DIRECTED BY INSTALLER, CONTROL AMPS~ I ~mp ~['RST PRES,~ 5 x V~RKING PRFS ~ -~T LA~DER REO'$ FOR PITS IN EXCES~ OF gLO' DEEP, LOCATE AS INSTRUCTED, ~TYP, R~IL BRACKET, NO, REQUIRED ~ ,~E HP, 5,0 AMPS~ i~,6 ~FITTINGS, N/A ~2R'KTMAIN GUIDESP~CING'RAILsBOX'B SHEETib/?i ~1, F~R POSITIONING ~ATD ']SE TYPE, N/~ ~M~ FASCIA OR FURRING OVER AN~ ~ELOW LANSING ENTRANCES ~ No, REEUIRED~ 2 ~16'-0' ~ ~ ~B'-O' NFR~ CDNCORB ]iLENGTH No, REDUIRED, ~ CDLDUR ~URGUNDY 956 ~L~CK B, E, WHITE ?Y OTHER~ ~TDP OF SHEAVE SHDWN IN 'HIGHEST' ~ ~0~,' ~ TYPE CLIP-ON P~NELS PDWDE~ ~KEg-DN STEEL a/4' THICK ]TEM~ PDSITION, ~CAR SILL APRON aR rOE-GUARD AT C~B E~[S, PIT FLOOR T~ I~ FRUNT BOOR REAR $00R S]~E BOOR ~(FOR TW~ SPEE~ $00RS), No, REgUIRE~ SUPPORT LOA~ ~s/s~ HANDRAIL ~ ge' FROM CAB FLOOR FLOOR LEV, LEFT R~GHT LEFT RIGHT LEFT RIGHT ~ STEEL REINFORCED PLYW005 PLAIFORM FINISH~ ~/4' ~Y OTHERS ~(INCLU~ES IMPACT) ~75 ~? 8~0 t~? FmURTH ~RAIL ~RACKET FASTENINGS~ ST~N~AR$ 1/~' DIA, NOTE, FOR TOTAL PULL-OUF FgRCE ~N RAIL BRACKET~ THIR~ CONCRETE ANCHORS (~ PER BRACKET) RI MOST BE DOUBLE~ ie. 2 x 8~0 = 1~60 IbF SECOND XXXX L N ING ENTRANCE RETURNS, ~0 NOT INSTALL JACK UNIT POWER UNIT Fm T XX x x UNTIL 300RS/FRAMES IN POSITION,(SEE NOTE H: MODEb AF[O ~587 MODEL, PRO 80 ~LANDING DOOR INTERLOCK, FLO-OONTROb N/A SE~IAb H 40254 INSTALLATION SHALL BE PERFORMED IN ACCORDANCE WITH~'~'][ ~ ELECTRD MECHANICAL INTERLOCK (CDNCDR~) NATIDNAL/INTERNATIDNAL fiLEVATDR/LIFT SAFETY STAND~ ~ LEVELING 3EVICE~ INLET S]ZE~ 1/~" MOTDR, 5,Ohp 20~/3/1750 ~PIT LIGHT AS RE~'~ BY LOCAL CODES AND ROLES CYLINDER 0/~, 250' I FLOW~ ~,5 ~L~CATE IN PIT AREA AS DIRECTE~ BY INSTALLER CYLINDER I/~ 2,DO'~ PUMP, V[CKERS V-IO ~PIT LA3DER FOR PIT IN EXCESS OF 38' 3EEP TYPE, SCA ~LOCATE AS ~IRECTE~ BY INSTALLER, MFR, CONCOR~ ,~F~, CONCO,O HORIZON LULA ELEVATOR H-qO25z HOIST~/AYF~T]~/I]}TH .; RBUGH~ OPNG, ~ ~/rDT'HI PLAN VIEW - MASONRY WALL (2) REQUIRED LEFT HAND - AS SHOWN FASCIA, AS REQUIRED- (NOT 3Y CONCORD) ELEVATION SECTION I:"~m"E~OBLE ELEVATOR ~"ujlo"RAPHAEL VINEYARD TYP HORIZON LULA ELEVATOR """~<" ,,.,,,,,...o, ..EE. ,,c,~,/A H-40254 3 oF 3 4" THROUGH ROOF H 4" THROUGH ROOF 4" THROUGH ROOF 4m" 4m" 4m" 4m" 4m„ �. 1 1/2m" 1 1/2m" 1 1/2m' 1 112o" 1 1/2m 1 1/2m" MEN'S WOMEN'S 1 1/2m" 1 1/2m" EMPLOYEE H.C.TOILET JAN.CL. H.C.TOILE TOILE JA .CL. 1 1120 TOILET KITCHEN DW FIRST FLOOR rl 1/2m Lr 1 1/2m'll 1 112o" ICO 1 1/2m" 1 1/2m° 1 1/2m" 1 1/2m" 1 1/2m" 1 1f2m° 1 1/2m" C.O. I 4m" C.O. 4m" 4m„ 4m" 4m" 4m" 4m" = - - 4m„ . 1 1/2m” 1 1/2m" TANK ROOM 1 112o" TOILET TASTING LAB IN 1 112o" ri IF= 1 I F.A.I. �, • BASEMENT FLOOR 1/2m 1/2m 1 I I NOTE: C.O. 4m" C.O. -INDIRECT WASTE FOR OUTFALL #2 -WASTE AND VENTS TO 4m" - C.O. - C.O. 4m" BE CAST IRON TO SANITARY SYSTEM Iprojwt mm&I=Go,: TRAP Ira Architectct,, P.C.P NEW V/NEY,4RD& 07NERY 33 ANCHOR WAY 4164 OAK BEACH ASSOCIATION MAIN RD. S.R. 25 (KINGS HWY) OAK BEACH,NEW YORK 11702-4612 TEL:516567-6a6 FAx516.961-8269 SOUTHOLD, NEW YORK PLUMBING RISER DIAGRAM - OUTFALL SYSTEM #1-SEE S1-3 AND HEALTH ` ° PLUMBING 9097 RISP � _ DEPARTMENT APPROVAL FOR ADDITIONAL INFORMATION DIAGRAM 9DEC 97 NO SCALE CONSTRUCTION DOCUMENTS EASEMENTS ANDIOR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED �' I UNLESS PHYSICALLY EVIDENT ON THE PREMSES AT THE TIME OF THE SURVEY THE OFFSETS OR DIIVENSIONS SHOWN HEREON I ice/ FROM THE PROPERTY LINES TO THE STRUCTURES �� ®� ,,/ ; SLOT ARE FOR A SPECIFIC PURPOSE AND USE; THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY ��// •�/ UNES OR TO GLADE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES, OR ANY OTHER IMPROVEMENT i�/ 1G'/ r•�r' I � 1� � I �i • I UNAUTHORIZED ALTERATION OR ADDITION TO THS SURVEY %' /• I w I IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE (fid EDUCATION LAW. COPIES OF THS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL i�' /' \ >c9 1 I SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. �G/ /•' \ N3 1 O I GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE A o I U O I PERSON FOR VMH M THE SURVEY IS PREPARED AND ON HS r W BEHALF TO THE TITLE COIVIPANY, GOVERNMENT AGENCY,AND THE LENDING INSTITUTION. GUARANTEES ARE NOT ��/ •r \ I 0 a I TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT I( . .� '0000.v \ 0 I OWNERS. \\`�. '/�/ r'00- .0000/dodo -10r ap \ LOT �' // •� I EIAlHill? / ElAvn / .0000 � F I EIA31436 S/ 'I/ TC t'�vA/e�TEn � UT I UT YPQLe_ _ 1 / _ I El.lonar ae/ • / O/ ' / aoiNCRErE s11PPDR1'Po61R ' 4r r w1TH&[GN ••-Q�104 \/ ' EIA11a17/' _ icG II, aal' Lu G/ std co , %/� -' NEW II NEW c / r \ s �'E//�.•/ r VINES TC VINES i A old �I• \ 'DIAMEi I '000, IoII /I'/ 1 E[Alla76 1mC llaDH EI 110601' ELelo9. • IO0.ST 130673' ' LOT 9 I I 6"HIcal �[.cnm'[ / � �••t � 1 BRICKPI R BRICKPI R / 1 � E[A110. EL1142T � , ®; rp 1 '/ ' wr cx P Tu El,imar `� s ELIia4B1' 1 Tr »li� JJ VDI I'DE ETEw t'DIAMEER ELe11QOS T-0 E7A11419 P DEEP II409` 11619 7Tc 116 lu 110661' 1'➢EEP M TC 1 HRi[m� 1 M p� 1 GRAVEL, �/ ' EL3ll4/C GR1VII, pmwo- EL114 I _ v, I ZC PARKING - AREA ,� •• O ARTA i 1Rw E[AIIQ37 ElA11a35 ELI IO.ffi E IS IN 1 I m E33IIa36 ,7.11636 TC /^ llama I EIAva E.IAun9r zc '� 6,HI� ElAunffi ElAuaor 109.56 OCK Tc 13EL6I HImBLocK �Haar c[nmffi 1 EIA11a55' ElAll6 CURB VINES y� 1 11661' EIA1la5P ELII ZC EIIAl1065B EL110.54' EL11a50' ELe11a56 G'iLU1ETER DEEP T� � TC EIAIIQ 1 ELellal2' E[A1106 E[A110641' AV mv M110.57 E7AID%70 1` 3 lll'DIAMETE�a 16'DLVxETER IlP IP/13'DIAMETa1R LP El. L3T LP TC GRAVEL DRAIN Lt POLL 13 DEL p 1 3'¢AM�ET R 11 t'VEEP / D METER 1 1 10A18' E41LL1`.@' y-T'c'� T CTVRE 1\` / N` / 6TRTOIIIL7°P OL ` 1V1- ' �� ♦/ 1 POGTt ' t'D EP I O O I U CTR T➢BE /8 q®; MVffi• i 1 WITHW ➢ / N TRTi`lgp--�'1 I 1'•II/ GIIPPORTIe' CRASS \ 1 1 IIN -�/Ga EIA1 91' 1 / 'D% 0 TREOLI /GTR F B'DIAMETER / POOL 1 4'A i SEEP 1 ID'UI.CM1fETER II f it 1 ` POOL r { 1 1 ® 1 F,[�Yf2S0' uMi II .�i]z+EIA11274 9 - GzUV . x J § d3 EXISTING V ]]'DEEP 1 E N tfaY+•>• ,'�. :a 67A 31456 :lI-%., o,f'•': _ - -- - L F�IA3333D• rl'+ // nF OTu! 'DIAMETER N /9^SEEP 1 p n.Pfy�'i,._..F 1` //""•` T p Eie 4' G'DGMEtER IIA108� 13'DIAMETVTRUCTIRk 1 ) 0�. .. GTRIC�BF ♦ I a U I /� DRAIN GEPTIC TAN�`CC 61 IIID IR ITI POOL O VINES N\�.n/ 6ANITARY TIE _ - -_____ i • /'/ \ / t'DEEP x REFERENCE CORNER 1{ I•7 rI \ / ETP. 111.®' 1V®/ 1 B^ GIAMEG ROOF ROOF o j @@'� EL11451' ' NMECTIT ..G........ 10'DLC TANK ELe109.2T }', f EIA3129S"�. 1 Zl CONNECTION GRAIN DRA r¢ANITARV GEPTIC LANK 1 VENIN p3 GANRNCF TIE-EPTH 4 - - I E[AIOA38' % :TRUCTURP, A, GRAVEL / Ip'DIAMETE �q • .• J REFEREACE CORNER Z 1 CREME TA �1 ROD 1 11L10 r�' .w��/ % BANIT Yt1E CONCRETE RETAINING IIIIII 1 lt]p' j1 ROOFAN DRAIN GAVEL 1 ly EL11451 / REFEREN CORNER �Al, N ANITARY TIE 1 VVV�/LI` " •" ` 1 OELECTRIC - • , AIR CDNDITIONING RE RENCECORNE yq9 UNIT n I Y' TRANtFORMER N ✓< EP \ � ON 1. 1.L11m' 1. 0.157.10' 3,' O x I CONCRETE 10 'm 3.U' S.RI' ]tAT AIR DUCT L-111 fie/ OF POOP TO MAIN FLOOR LEVEL ROOF ROOFFj 1 PAD B ' CONCRET ^ DRAIN RAIN AIR DDCT LOWER LEVEL DRAIN DRAIN O O GUPPORT 1 $ TTHWCE O K GERVICE _ N /•^ ;~ PORTS IIABOVOO GAG EIA]l3.'N' 0./1 GRAVEL G 3arn 7 I T�Ip Nips �. .�.'�7.� irV.43 �' GGNCRETE l Tr 26 7 tS0' PAD 1 r � ,. ,.. .....__...._....�, 1 EL 3o9ffi D ROOF 11105 '� 1 DRAIN �PRGN� VFSi uE 2 STORY �]MASONRY T LEVEL sI,o��a � 1 �s� ]]�� a I EI.1/178' ♦r111 LOVrl`RLE EL �A � //' - �...«..... �.....,.•.......,...«.......,...,..+..... • G .LAI ' METAL GRATMET L ii!➢ a w WALKWA 9!D' GRATE Ftlt' �W I r� IG�� 1 LOWER LEVEL LOWER LEVEL pp 1 1 CONCRETE �� ENTRANCE ENTRAN I RETAINING 1B'WIDE EDW,�. WALL LD. IDE �' RETAINNIIN r. kkC p¢ VII' I l Y I CONCRE ,7 WALL RETAINING G WALL "All f 11 fl 11 t'DMMETER 7��/'� TIE TO A Z�TO B ROOF ROOF ROOF OF •A � TTtT�TT��T J.L DL`.T�1tIIriTON p�pRAIN DRAIN DRAIN DRAIN ISI Pro /1'➢EEP �1d �J<..l�Jl�•'/T'r Itm' lids' It31' ItJ1' 1]AT lTm' 3LmJ' -iV - I 1 H C21AVE 8' 1 EL1113.UI' � 1 '. '9s• 1'3 .03' .3 1 ®3 I CatAVEL 19Abi 1.36' 330'. GROIN 1' * n 112.51' �/ EL[11n34 {� xEANiTA_RY VE ❑❑n -3 CONCRETEIla E[A109.29' . I TC CLANDINCE II"Il�'4"',i - DRAIN �', AIR CONDITIONING UNITG LANDINGDRAIN 1 LC(UL\GL 1.70' 6&07 ON-K-TEPAD 1,�] 1 3 LOWER LOADING RAMP 1 I 1 118 AREA E[AlOB99 EL:113313 m I �� • /--_ i concREtOUN = ,n' jl>�1DL \II D�r3 "---__ / V1 2 J�L�C111L\G rIJI.JL 57.2/ 'f0.91 •�LAN➢IMG CONCRET 11 1. �13'DIAMETaR EIi1146S t'DIAMETER PIER{ _ _V_E 1 t'DEEP 1 �'II• 41 DEEP .y 4`�1 �j IMAL ® s� 1 N637 ;°xrrIEe:�j - y / m E[All6l6 qq IlS'DIAMETkR �I BAIICO `� VESA ' e 3 LEACEIINGPC)OL 69.23' 40.29' 1 EL10a9!' tlr CONCRETE WAL 9 rYl-5 VEL i �11 VERANOAER BALCO � O I ��p� ELALI. 'GROUND GROU D '� 1015 1 �^ lII�` GROIN OC NC TE (1113O'N GROUND I �, � O 5 4 SEPTIC TANK 41.54' 35.98' 1 EIAll y 8n 3 , 1 + APFA EU11L11' ■(A c 7T c .ARFA ELI-GROUN E D101 E.013 GROIND is i O 5 ---��� T 4J.2! 1.1.70' T"' `N EL 31AB7' 6 LEACHING POOL 45.23' 67.32' CAA ' EC310A28' W 1T1,m DRAIN �n1,UII10 SEI IS IN 1 �� 7 LEACIIING POOL 44.25' 50.35' I O t'DIDEE II E 1 WII.7. EL:131 11L30' 1'DEEP 15 / GROUN /0 NC ETE V NE I IIAII M110I �1 1 A 8 LEACTIlNGPOOL 51.07' 31.37' a 11n33 w 9 SEPTIC TANK 25A3'Tc Tr 48.51' 3 GRAVEL I 1 1, a n I �e1VII' � EIA11L02' milo.TC 8 pI ELI1apF GRAVEL J&*6ad IUW"yd111.BP ElAlla96 �F�� EIA1147 E1.11a74 � y ElAlo9,59' 9C ✓� BRI IF BRI KPI 1C �11n9a G4Q. U1110I. �'/ dR'AVII' ElAl14 E[A114B9' / �® IN s EI. Tc \\�° PFiMMcC TOWN OF SO�IDLD ® i GRAVEL milmo �� ca1AVII YYY fi� Nis r S AO COg7�9 OR � SHAvv y� TNI CQ'1((SgIE BIA11001• SIA13011' EC<LO.1T ,, � ! L1��� T/O CQ'KHIiIE TbC�JE TN)CQ�1£ V V /y7' 000, I^ �' I A 5 a 1 - ° SRC.TC M DIS MCnI� SI��C���ION 85� BLOCX 03 LOT 1111 1 It r Gmmran�to. Joh Pe llh Sr. 04Riphae O / S 11 G AS®Q`Ila�S, IC,. QI I T ARTA '-"u vey� JeffreyS. Bausch,h, P 11�S.,P C �o D�1LAne, 19, 2001E 50.4829 ACRES 289 Dia Blv&9 I�llbrcm3�New York 1LIL7411 -- - SIORMLIA NOTES 2 O:O i .Q f�►'GUrh 1/ ,� a 1) Tins MstallaMon, cbmpenoMa, s�lf+g, spadrN, IeesNarn, CU? � 4 105 UViLik• i-T - OCA55 charanees, position and type of systems shall conform GIAJT'QA1. xvl!:p dtIlt Owl qe W'P"% to NFPA-13. i \\ I' N 0 %"I&S0 R2-C.ESS(C.D pfi�Vcftrf 2) As per NFPA-13 only spprowd materials will be wood. p M � � — - SGR� Zo'-o•. �1'atL4L � M / -- .c9u►c,IG L fiSfD��!'R 3) Piping specifications, p"-sehedules, system test popes, Q Ill 11��° ZIi7��aJAl,l, � ' � $ -�D SIN 0 � tw1' protection against corrosion, dome", fittings, vss, / + hangers,sprinklers,guards and shield*shall be In accordance s�s►a p . with NFPA-13. 4) Stock of extra sprinklers will be furnished es'per NFPA-13 o• �` 0 �'r' I (Required for each to, We sture rating). � ky N \ 5) Sprinkler alarm will be in accordance with NFPA-13.• I 6) Spacing, location and position of sprinklers will be In 00 1 t,q-v �1 I accordance with NFPA-13. 23 . d, 04, ► I ry —r — f 7) Sprinklers shelf be an approved type as par NFPA-13. - I ° I I I ( 6 Temperature rating shell comply with NFPA-13. ° 4-V /N-0 I I I 15 O 4-lam �'� ) 1 9) All underground piping to be Installed as per NFPA-24. >✓GT I D (J A —A '� ;� PKc,l�rf r- —� �� I I I ,� .0 _ _ HYDRAUUCALLY REMOTE 1500 SQ. FT. o, Iti QrtGll N -- — DESIGN DENSITY D- 1 GPM SQ.FT. 1o) Pipe type cross mains DYAIAywhI 7-b L -� qli `N I I , PL Ant branch lines ScrID .� SYSTEM REQUIRES f 1.5(o P.S.I. A �► °�, 2-771 3 G.P.M. O BASE OF RISER p I /01/0 11) Water flow Information I I �5- I`�`b— I �� A �5 0 / I i ; ,_p �,� ? Matic -N ;9 'h l � Residual — L NLS c �ZZ/Ii/,fv q>.0, N (7{ O �/ fl B n G.P.M. _I _ — T.�ti Dete � V 4-(i\`,y��0 + �N _ Q/4 V Zk M1 Al 2s�! ' I I I I i, w M -0 , // -O , //��-O �� (e h "V 0 41-0 ;1{ , ' 'o - 00 �� `� I J O ,� I �� I I-f J / V 0 fI \ �j�D(}I��- \ " p °-P r' o-o (o -(o I I b5to 1 -� 1 Z'I /t3 O 0 9 I 24, I 9 o p I o --p�I�wbtial�I�w I I I '' — ,: I I S 1 As qA i I ^ i ti e IA G 12 1171 L_j — — — - — — I —�-� — — — — `a.�acTo�s coACM scREv RM I � © ~CEO�IOPIALiTE ' "v� ,0 eV A -1- i O 1-1 O (-t I-1 I"I ILi 10-0 _b � �- ROD COUPLING Z. ' - I — s-a 5 o S-o `ALL TMREAID ROD i Cr ( 0------ 1 i t 1 I o 0 3.0 lPl*E RING t o _ v(/DL,QCbG�O4f! Sfax .a COACH SCREW HANGED , ' I l - o r , r �• ° p - rru! \ p o 0 0M-6) k o 0 4 ; � � lEX illlT s / '14 ' r I s-o .a LAG 9MT & /-FLAT VASMER 0 o s- 8-o p s- q,- c p 4.0 �A ,� i SIDE SM BRACKET N40 0 00 N hTt.-� - - ,a I 1 p -d �� n " 19 = N-ALL THICAS NM 24 14 0 11'1 \ - 3' ❑ ��, y 0 s� �PtPE RIG _L 0i 1 0 r� � I \ t o h J - -L SIDE' BEAM BRACKET .3 , a�Was: hie , HANGER ... I r aoaa w awt� q�A I I I UG-8) �Mr.�". CO M MM — in rim �4-v �s-o naoac aunt* '- ww O 17-o %/�%// COfIML a11L![FAG / i%/f i� 1 amort/anccr � cum MANI L so- roes a M,�Q 6 I ��fG EYR �'v , •, 1 E � q rwrnWAM ata vwrr E T ER • i'1�,5'i. �� Dear r.. I PM�o �oo�noN 10.0 ( o Z '� 1 J - Ar calm Vale: �--+esR+■ir PIM rCHMK w►i to i Mea o - " ,[c.c c,s�u. Y o07~RS TYP. FIRE SERVICE ��;% /� p - - DOUBLE CHECK ASSMB. '""�"'� FLAW a � CSy on+r� Cay '07" ,e-5 i � �947 5TAI L ���L�:►�>g , - \ ,� s�A•�sst Fv� \ ft rp (/7CE D+T-rA 1 L) - Rim# DATE 0lp/R1oN IMI1'. , _ S CT fH tier• 10400 \� 5�•* Ss s F''lt�! OC:�� r aLk Ala- 260 X massmst"Dr.XONOwSA N.Y. ti14 IMOQ !'arc fd4-IDOd \ V1[ � ATE �'L,4N wit , yrs _ � IWO CT 0f;T > As rI tTSOP NO sent"It 5111% ' EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMSES AT THE TIME OF THE SURVEY 5'L THE OFFSETS OR DIMENSIONS SHOWN HEREON, FROM THE PROPERTY U NES TO THE STRUCTURES, ARE FORA SPECIFIC PURPOSE AND USE; THEREFORE LOT I -� THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY ' U NES OR TO GLADE THE ERECT]ON OF FENCES, / I 3 I ADDITIONAL STRUCTURES, OR ANY OTHER IMPROVEMENT �� 1 Q I UI UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY /� 1 IS A VIOLA 14-I OF SECTION 7209 OF THE NEW YORK STATE \ TION � �' ����� W I EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING _' ��G �' 1 a THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL • / 1 SHALL NOT BE CONSIDERED TO BE A VAU D TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WI-IOM THE SURVEY IS PREPARED AND ON MS • BEHALF TO THE TITLE COMPANY, GOVERNMENT AGENCY, AND THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT �' I W � I r OWNERS. �G / i 1 Z 1 w . CL I 1 10 �dpO� I a 0 E yF I111;'I'O A ti'1'Itl 1C11[KII:# UI':ti('Kll 11ON 1,11'x1('111 N(; I'(x)I, 51.711, 65.07, r01AAJEtE. O Lc IF~yam 2 nllalrr I.I'x�( 1 IIN(R I'C x)I 1 57.27' 48•9I' •D[IP ay , 1 69.23' 40.29' riI �"' i�.�'���1/ mrvcllrlEslm,nlrr� i ® 1 •� 1 ( U 3 1.IIJWIIIN(r 1'(x)1, -- 11SImm 1 , PSN I W 1 tiI1:UTICTANK 41.51' 35.98' 1 � ntlnlr I 5.�'ll1`��i' G�Pa �•' 1 W (;IUASE, 11UP 45.27' 15.70' r /E M21, PARCEL 2 ' 10 G' ��'A` I a 6 I,II:ACI IIN(: 15.231 67.32' I 10 154 SQ.�. I O Dai ` ' 7 I,1`A( l lI N(;ow 50.35' (j ,, / T• �/ I �'i 2. ACRES 1 8 I,I,A('1aN(; IXx)I, 51.07 31.37 U) ,� � I ,rt NEW f 48.51 NEW �Ir' I I ` �) ~11:1'1'1( 'I'ANI� 25.13 VINES s L VINES �. Allrtzd I RMICLL 1 -�� 5, .-%�� \ I ?a I I I All that plot, piece or Marcel of land situated , lying and being al " \` ; E^ Ilrt i Peconic, 'IOWA of Sou01,01d, Coullty of Sul7ollt, anti State of \NN New �'ol•Ic, lcnowuand dcsignated as t'arcel I, also lcnowu as tInDI' W'Fi n.lno.o' ct,tnP_r � II,� < A In[, M, E� �<� I P/o Sufl'vllc County Frax nlap Lot it Block 03 Section 55 District I000 / F�a� I Q• \ yY e•.Ental m:Lcntm+ [n,[>S7G cum Is el :iRRIrE7K rI R F tlp' 1 1L11n37'�°i FLIInIT w1LfcN '�`_ J E'T 1 1 I un.a (�,I� �,,n is more particularly bounded acid described .ls ['()flows: ¢ • AMcrrR CLFIIrtIIf' / .- 25 V.M[rFR OA111n1A FLIIaIS JI� F1.11M1D1 r1.11M1IV .'OfrP -�e ylY�1�i11�Z_ Lit [� l�(�Rfit 'JHI ill`} IJ()�..itiii`.i•I;r ��(he1'� iii,►rl I�u'�iu S.it / I I ;c rintg •DEET ' L-, . Mx CRA�EL ' PARCEL 1 i distant 521.59' westerly front the corner ti)rnled by the intersection �Itnla �Ap,a�N� �^� m"n I 70281 SQUARE FEET � of the southerly side of*Main Road S.IL 25 with the westerly side A17FA u.I1nDr I FLID9.RV [LIInTT QLIIM1IA KLAIrtR QdIM1]A 7C I I of Indian Neat Road• ,� F n][A.F FLIIM1IR' FICIIM1Df LIVR!. E I$ IN ; 1.613 ACRES • Rond; I .Ilrtw � Tc 6..HIrg1 ILIIrt1T IL '� I 6'EnCJII I I p]IIII({' TJF.IL7111„1IL lX7C VINES �,tn 1RLanmllRrxx ,1 cJ CI RD 1 RUNh�ING 7X1ILNCI+', south 61 degree's 04 nunult�s 20 sccollds west 141.75 feet; anm I 1 FJ.11rt!6 [N.I IIEA 'IC IIrt I 17.I1nY FUTAFIETER ' c I � fLI1nN rLltl r 7C ll.11rtVl FJIIIIEK 1 �OFEr I I ,`lt 1G7•(i3 Ic.et, TIILNCI±� south OS degrees 41 nlinule's 13 seconds c: ' aAlln u,tlrtlr j OD-,K-, QAt`n _ EI.IInN g /)'�JL[-Wnv//" MIMI.,� LJ.I°P.]Irl `I IP 1r a1Av1I. ri,iln.� FhI IGNCL south 61 degrees UO uiiuute's OC seconds west 11.21 Iccl; 10'01AMFrF Ili l0'DIAMCT[R ,P _ 1J'�N D NIFTER ll 1 1RINN ' " 1 I _ °nL :�EE ;ITR RfnEr u ' 1 I I 4 o 9 degrees 00 Ilunut0s 17 seconds cast 26.02 1'ecl; FL 1IA.IR K/..111.17nEEI\ !•`LL�� tlNtE ` rlil I I Ti IiJNCIJ SVutll 2/ ralAVEL RIP ^11 D- ,n}F..••\E` / ,C' _ iUPPORIF 1 J• (i1 � I �-]a E•DrzP , wITII wDDn, ; , ,�,P R�,D'OIOA LET[R i , ' T1 ILNCE south 05 degrees 41 luillulc.s IS seconds c.>Isl 256.79 feel; 1 E'MANIErER 1 l0'olxniirER . VFZeL� / I _ ..Ovl[E `��r� `� 1 1 E•o[EP m , 1 I'De Er Pnn4 ? FLllll_6' I p TIILNCE uoI•lh 73 degrees 45 iuinute'-s 54 sc}concis cast 153.00 lett; u•n[Er �, y AWFA talAan, 1 EXIST NG I ';� F,.vsw 3 R� ` I N'DIAAIErF. _ 7 degrees ) minutes tiecon �� _ o the JT.11E. 1y `I•DIAM 4..RNCTI'R+ AI�I.A pa=Uae ^^]'wR�1 • IRTP J'RE Rln'COOL�fR / - I • ` } VOCIAN •-�IOOrU, 1 ,1 -In, E.DEFP I ; ®;I ; 1I ILNCL; norlll U }gr 5C til 5U • } • ds � l 511 13 Iccl t ITnA1N -e [. RCFERE CECORN[P� , `, �� �1°a] _M f ' ,IDS n1AM1IFr[R Z .•°. iUME,ER�[[QQ�� ROOF ROOF ..r'�FL�UY• ifDIIC IANK '�^ �llg- p ° 1 O VINES I I V `'�'11L�"`.•.. C pll[CIIPN h MAIN DPAI `iV`ITARV ml.� DfP,N r1,I11.As I = I I southerlyside of M°lin Ido°Id S.Ite 25 the point or place ot•beginning. �, ¢ I ILIIM1SI' ,XTIm fi ...._ MIMM ' p.T,i2y eJ ,_�_iAN1TARl'CIE IC I / rTPVCIURE °�fU�-1�,f1 .l RFi[RFXCF[°PN[R t"O1RVIJR v VESLIIiUI.E �+ ..A. a 1•� W I I Ira�`,r,L 1 CN'DIANIFTE�Lp� FLAN.), I ^ F1rR,,ily .RFAFC rRA1• • 1 II W' p ROOF DRAIN rE� 1 I�-•', I I fAXIYA='TIE / . A UNIT RF AR`MC[(01RXF P"CLL.2 CONCRETC RETAV-1.wN. nfGIX LI.11M131 PEfTRCXC I.-It M-rJ, ,r } u c°mm�°mnc Fe•• 1X1 O LIIRRIC ' 9 AI (,I II Nn 1 II „CIC. Er 1 °u11n' 11 1.7.10' ,.P I 1 �/ ccu111 I IE.' �J /� W r TRANUn RMF.R I ( 1 IP 11D! n ' I .al^IOUCTLEAOIXO ROOF ROOF JI , All tllilt t)IVt, l)ieCl ()i• I)LI,i•CE,I of laiill situated , IJrlil�.; Illl(1 l/�"Iilg .11 O I�I Q Colo" I / ROOF p,O,AUfN T ,MIN fLDDR I.[VEL D„„X DRAIM dd _ PAD . I DMIN AIR DUCT 1.[.CDIINC 10 LOw[R LlVCIL a_ O� Q lullo.;F l.,.Yw.�K" 1 �i a `,� I I I econic, Fho.vu of Southold, County of Sulli�llc, and State u ' wlTll WUU O E R110E I.!l ' . } ° ° W [L' TABOVCF fONCR[r[ 2(, 7' - ; -�° 1 New York, lcnowu mitt designated as P►u-ccl 2, also Itno�i'u as IA. i/o Sui(Yolh Count T. lua I-c)t 11 Block 03 Section 85 District 11000 Frr�rz�' 2 STORY MA.50N1ZY 13U1LU11�1G siiaa�c�� I n � , 1 � t W I �N _U Z 'w1171LOWI:RLL,VI:L w^ a , ' -1 is Inore particularly lwunded and describccl as I�)Ilo��s: IILAT wALKNA q•0' MEIAL ,,O��RI.FVEL 1 _ W , I CO„CRIT[ lnmNCEL FnIPAnr c aLAVFJ. _ Beginning ala point oil the soulllcl y side of lain 12oad S.IL 25 RFTAININU Rr]Tln^InInF I 1 i��I, a } 1 1 , R'ALL D•wIDE LL q g �; ' 1 _---���` distant: 832.32 westerly From tilt toric r lin•nlul by the inlersccliul► I ' R NAIL` ROUP ROOT y UU 1 'CIOFFP,ER I -� a)a)P ORAE nMln DRAIX n-uPI.„ I. �'' i� 1 _-....��--;,' ' of the soutllcl ly side of Main Road S.IL 25 ��Jilll lite ��esterly side 1 ICL I09.M in• n' E4,1]110• � 1 f.l 1 al D1 '= FLILt.X ` ®,C faUVTI, IDI'. f.] )f!D', ( 1lIr 11I \ 1 OMAN I..JIJ^ • P. 1 {,+[1� C']�/ . 1 ElAlln, o� S AIRCONPITInNINGIJNITi C ACRETC I MAIN ' - 7 Q) ^ U�� of Iudi�lli Neck lt(►act, - ,iAN1TA.Y VFN O LArvDIXO u CONCPFTC �,• Ci G I . 1 7C LANDInf. QA112 RA,X 3 ON C°NCRCTE PAD I SRF- 1 oo , Lnw[RLDANInnRAMP ' RUNNING rl'1IENCI+� south 61 degrees 114 nlinulcs 2(1 scc(►nds ,'est 1 " I rL 10KPS k °nCRtfiF11M' An' EitDLn> rLIDL1ET. \\I °J F1nlnml I EM[IR F aTl 282.42 feet; 1 ARAN ' LA-VV; ' C PIERS i:oEEpICR ``,SIT;In MEIR THENCE south O5 degrees 49 nlinulcs 38 seconds cast 381.85 li�ct; n q,. ev.P 1 ' FF�fi,SI11.Ad'i AI l,` ', m aTL IDI. SUI'I�LKCOUIVTY7AX-11�4P1 I TIILNCL north 73 degrees 44 nunutcs 50 seconds cast 263.1(1 Ic}M; "-+d ATL vERwnM ... __ _ I "°°" ��'�nE.1E 'on DIS7IZICT 1000 SECTION cgs BLOCK 03 LOT 11 rIIIENCE uorlh 05 degrees 41 minutes 45 seconds west 445.05 lecl t(► -d�� FLlln• ya, � a ARI�.A_�.- 6 Fl,�t I lC ri [L Ill $ [iloi r � ENUuno n `A ' UR '"�`r'' `R°"'" c01A 1"'°' � PARCEL (t) 1.613 ACIZCS I time ® , - taLalTl I ' � '�_'r _ `J''�•"` F'.'In1" 15 1N PARCEL(2) 2.46 ACRES , southel•ly side of Blain Ito��d S.IL 25 the point or pl►lcc of lx*ginilulg. [I.Il1RCA FLIInM V - �' IRLI�N (aLaaTL EaTnan, o'�' �_ - - - r;lA.-M ; E NE LOT 11 46.41 ACRLS REMAINING I � nfcr I 1 �1t 1<' �UJ1���[� CRANTL TV R fF.j, ' [L Iln2 _fir -��/R'A Ql �• _ (alAAl'f1. CLIII.IR rO +, v ', - - - - F1.,1L1Q 1[ 1( �L X)INK l( �� Al ( �� 1[`l( lhC �I[_�[ ��( )1(_�[� �:- ( �lL7i�l"l( �.�I"y 1�[1(�;�V"`1'�( A JK �s�+� ..((.. t� �-,,I r. I 1 FL IU0.A � PIS FLIIn:R -- _ NRI Kr1 rl.11rtR9 1QC.lInP4 CSR t:M\TJ• ' j � 1 EX1 { G 1 ri, ns - I �� S FLllltnr OtlIM1ST 1• GIFA\TI. _ (a1A]TL # '� I - 1 EI.Ifoa,• "Illl�t ➢lam3'iu II'hll.a( �( -'II;� 4D'1;1 II,�( 1�11•' 11 11 P 1 T.UCDM16rE F1.IIOD1' EF.tIOIT I I nY,E]RK,IETL Tn°„>�,. A)tTRw,�rr'. ETRR I 1 Gnnanu�aanndrtn� den, �lluulnln 1["r^dl�naal^lln �1•. 1(Zanpnlmmol X111mryan.nvll, ]]nmi'. , '}. LAND SVP F AmS0 :n an irm, 1{n mt . :E 1•t.�.c�.. ti ' J 1 ' N n .e 1 1 inn- T1 ad . Rllann,ntiY19, 2WIt 1�u-w-y lop nD�-1't 1 �.� S. 1[�na1�1�]I , 1[D•ll .ti•.,1[D..( ti �ca�.,J[.� � i �P '►D 1( �nnnal.lal ll�l�nl.., 1( 16111PRID k midi -'1 �01.111 11 II7`11 I 1 • 1 PARCEL 1 SITE PLAN BASED ON All that plot, piece or parcel of land situated lying and being at SURVEY BY: Peconlc, Town of Southold, County of Suffolk, and State of JEFFREY S. BAUSCH, P.L.S.,P.C. DASED ON TE5T HOLE DATA 115Y:New York, known and designated as Parcel 1 also known as 289 Donald Blvd. MCPONA-U CCAcGIENCE p/o Suffolk County Tax map Lot 11 Block O� Section 85 District 1000 Holbrook N.Y_ , 11741 DOX IOOO is more particularly bounded and described as follows: SOUT-", NY II}71 Begqinning at a oint on the southerly side of Main Road S.R. 25 (51 6) 5$5-5427 distant 5Z 1.59 westerly from the corner formed by the intersection of the southerly side of Main Road S.R. 25 with the westerly side SURVEY GUARANTEED TO: �h = - -- - -- •.- — - of Indian Neck Road; NAME: PETROCELLI RAPHAEL VINEYARD �� r. ;� ♦ ` —'-"' " ' " - " - RUNNING THENCE south 61 degrees 04 minutes 20 seconds west 141 .78 feet; John Petrocelll Sr. SURVEYOR: BAYSCH 40 ✓�P E C 0 NIr,s THENCE south 05 degrees 41 minutes 13 seconds east 167.63 feet; STG Associates, Inc. THENCE south 61 degrees 00 minutes 06 seconds west 11 .21 feet; LOCATION: PECONIC C THENCE south 29 degrees 00 minutes 17 seconds east 26.02 feet; TAX MAP NUMBER: 1000-85-3-11 ' THENCE south 05 degrees 41 minutes 18 seconds east 286.79 feet; Survey Date: March 3O, 1998 ��,, kms THENCE north 73 degrees 45 minutes 54 seconds east 153.00 feet; PROJECT DESCRIPTION: SITE PLAN E� p r '- 3 -,�! THENCE north 07 degrees 56 minutes 50 seconds west 51 1 .1 3 feet to the DATE: 4/13/98 �;J CJ Q "��`►+� �.+Y' , ,'�t< southerly side of Main Road S.R. 25 the point or place of beginning. PARCEL 2 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY ".IV All that plot, piece or parcel of land situated , lying and being at IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE DROWN SILTY LRAM Peconic, Town of Southold, Count of Suffolk, and State of EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING New York, known and designated as Parcel 2 also known as THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL I.5 NROWN LOAMY SILT ML 9 SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY 2.5' p/o Suffolk County Tax map Lot 11 Block 0 Section 85 District 1000 GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE 4 ; is more particularly bounded and described as follows: PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS DROWN FW TO 60AR5E SAND Be inning at a ppint on the southerly side of Main Road S.R. 25 BEHALF TO THE TITLE COMPANY, GOVERNMENT AGENCY, AND WITH 109• C-RAVEL 5W q distant 832.32 westerly Pram the earner formed by the intersection THE LENDING INSTITUTION. GUARANTEES ARE NOT tN of the souther) side of Main Road S.R. 25 with the wester) side TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT 7 Y Y OWNERS. day, of Indian Neck Road; RUNNING THENCE south 61 degrees 04 minutes 20 seconds west f � " ,.•;,,;.: 282.42 feet; THENCE south 05 degrees 49 minutes 38 seconds east 381 ,85 feet; EASEMENTS AND/CSR SUBSURFACE STRUCTURES PALE DROWN FINE TO COARSE SAND SW THENCE north 73 degrees 44 minutes 50 seconds east 263-10 feet-, RECORDED OR UNRECORDED ARE NOT GUARANTEED _ o the N THE PREMISES - �--• -„_ THENCE north 05 degrees 41 minutes 45 seconds west 445-0`> feet t UNLESS PHYSICALLY EVIDENT O PREMISES southerly side of Main Road S.R. 25 the point or place of beginning. AT THE TIME OF THE SURVEY THE OFFSETS OR DIMENSIONS SHOWN HEREON, 165WATER IN PALE DROWN FINE TO FROM THE PROPERTY LINES TO THE STRUCTURES I7 (,OgRSE SAND SW :c�' �; �.• ARE FOR A SPECIFIC PURPOSE AND USE; THEREFORE .; •, •, 4" ': '••.- PROPOSED SUBDIVISION THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY w .eft. ti: >�4• :ir,�' '/1'•: ,•t,fc..A'Ir':3"ti r L' PROPERTY SITUATED AT LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES, OR ANY OTHER IMPROVEMENT C 1MINENT5; SITE LOCATION MAP b8'WATER ENCOUdTERED 1DELOav SI,RFAGE NOT TO SCALE TOWN FG S O U T H O L D S U -FOLK C0UNTY, NEW YORK S.C.T.M. DISTRICT1000 SECTION 85 BLOCK 03 LOT 11 PROPOSED BUILDING LAYOUT e7SCALE RAPHAEL VINEYARD ( NEW VINEYARD & WINERY) MAIN ROAD S . R . 25 ( KINGS HIGHWAY) SOUTHOLD , NEW YORK N/O/F DAVID CICHANOWICZ N/O/F ELIZABETH ANN BOCK 0 -% 2 % • N 6' 55' 55" W . rNaNNrNNNNrNNIrNrNrNrN■NaMrNrNrNrNrN�N+NrNrMr�{.N•MrNrNrNrNrMrN+N•N+N.N•NrN■NNIrNirN+NrlfrN.N+N■NaNrNrN.NMNrNrOrNrN•NrN+N+�MrNrN+NrNrN•IM+NrNa�{rNr�{■NrN•Nri+NrN+N■NrNaNrNrNrNrN.N■/■prNrN.NrNrNrNrNrNrNrNrNrN■N•NaNrMrNrNrN■N■NrNrNrN.NrN•NaNrN�rNr r ■Nr r . r ■ r r r . 994 2, .79' MON. FND. PROPERTY E N N M N N N N N N N 1rMrNrNaN•NNNrIIrN.NrMrNrNrN�NrN■N•N•N•N+N.NrNrNrN+N•N.N•N•NrN994rNrNrN.NaNrN+ o a r r r • r r . r aI �rN N • N N N N N N N N N N N N d N� � � _-_-_-_ - - - - -_- -_- -_-_- - _. - - -__ _ f�YA1([R VitE�ARB _ �sA�a - - - - - - - - - - - - - - - - - - - ----— - - -- - - ---- -- - - - - - - - - - �� EXISTING - - - - - - - - - - - - - - - - - - - -_- - - _ _ - - - - `N N� i tA VINES _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ - - - - - _ _ = = _,- EXISTING_ -= - = NOT SHOWN EXISTING - - - - - - - - - - - - - - -_- - _ _ - =1[11Yu= - - - _ s • VINES TM - - - - Q I NOT SHOWN - _ - _ - _ - _-_ -_ -_ _- _ -_ __ _ -____ = �_�� - - ,<- - V/¢ _ _ _ _ _ _ _ _ _ .- .. ., ._ - _ _.-. _ _ _ _ _ -ter.�r�:Y.�r•r_—r.���T•-'T��� Z:i"t1i 2aa,RwvAY Fop VINEYARD OFEXISTING - - - - - -- - - - - -.= I u - -- �. * SURVEY tioT ISIowN - - - - - - - - - - - -�- - - - - - - - - - - - - - __ _ _ _ own-L FOR ADDITIONAL INFORMATION— _ _ _ _ _ - _ _ _ - _ ` _ _ - - - _ _ _I .' �_ ,I _ _ _ _ �O ` ON BUILDING LOCATION, SANIITARY ' - - - -TY � DESIGN ANO DRAINAGE S1rSTEM ' _ _ _ _ �P AREA 50.4829 ACRES - - - - P P P10 SEDDESIGN REFER TO SHEET SIF-2 _ _ _ _ _ _ _ _ _ _ _ - _ ` _ _ _ _ _ _ _ = O1 T NKT PEC I _ _ _ _ ____=__- - AND SHEET S1 -3 TOWN OF SOUTHOLD =___ _= ==='EXISTING= � -LOA ON v' -VINES- SUFFOLK COUNTY, N. Y. =_ == = - - - - - - - - - - - - - - - - -- I - 1000-85-03-11 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES _ --- - - - - - - - - - - - - - - - - - M __ ___ ` _ 4 __ -,- - _ O FEB. 28, 1995 ) - - - - - - - - - - - - - - - - - - - - - - - - - - C ( � EXISTING APPROVED FOR CONSTRUCTION ONLY - _ _ - - - _ r - _` _ - ` + \ METAL FARM H.S, REF.NO. C,')91P 8 1G 0.6 - - - - - - - - - - - - - �— `\ J - - Vt `• ZONE IV -a Flow r - - - - - - - - - - - - - - - - - - - - - - � - - ` _ _t _ _. . _. BUILDING TVPr 1TS.I:G��cof-Ta 1� t7� rc%9i r�14FAC ►M 1� _ _ _ _ _ _ __ __ ___ - =___- - _ - V'1 1 i N"'s ,.�^,prov.al F3 granted far tho co,= tion cto tl<_;�:iii);;La" t' -_ _ -_ -_ - -_ __ __ - _ - - - -_ - _ _ __ - -_ __ -� _ _ _ �Q p���,�`� -r�_y�_pn- _ _ _ _ _ - -` U )Y it<v iia pua�X.g=1 to#-i7�Y k6.eT J#Z.F a:.i0�u - - - _ _ - _ _ .. ... _ _ _ _ _ _ .. _ _ �+��.��i►-r� - __ -. _ _-i't�`�rCH'�{G�H� VIItLf MRU _ .- _ _._- a`+� • ' aw �y� c' €��'t 3 c,tea G"i E«f c n ,43iLaa�ad - - - - - - - - - - -- - - - - - - - - - - - -_ - - - _ -_ -_ -_ -_ _- _-_-_- _-_ ._ ' pmp rjiodrs^-r” III= oa• .t tfa � - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ __ __ -_ __ __ _ __ _ _ _EXIST{NU_`____________- _-_ _ 1-1 cftwi, `tHIS .APPROVALEXPIRESTW (3) - __ __ __ -_ __ -_ -_ ____ -__ __ _ -_ -_ __ __ __ -_ __ -_ - __ -_ __ _ _ - _ _._ _ _ _._ __- _ _ _ _ _ - - _ _ - _ _`_ _ `` + EXISTING � `tiTHIrOATE _ - _ _ _ _ _ VINES_ _ -_- - - - - - - O VINES Y R _ _ _ _ _ _ _ _ _ - - r ly EXISTING NOT SHOWN « 0Q� _ �� - - - - - - - - - - - - --- - -- - - _ - -�_ _ ',- - - _ - � v' ��� • • VINES Ski'UNE - - - - - - - - - - - - - - - - - - - - - - s E � _ _ �6 02'��� - S. 05'41 '18"E NOT SHOWN - - - - - - - - - - - - - - - - - - - - - - - - -Z NrNrNrNrN•Nr N NrN■NrMNNriMiNr 16763 EXISTING = _ _ _ _ _ _ _ _ _ _ _ _ _ _ -_• • S. 05'41 '18"E " Nr -N+N.�rNrNrNrNaN J VINES = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �" 286.79' QEXISTING NOT SHOWN --+JI 1 STORY Q •>��,icy + NO FINAL APPROVAL WITHOUT _ _ __ _ : _____ _ _ __ _ __ -�; S. 61'00'06r W SHED 'gyp APPROVAL 8YWATER QUALITY UNIT _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ __ _�?' 11 .21 ' }} _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ : EXISTING BARN PIPE FND. MON. FND. MON. FND. 2 STORY �NrNNNNNrNrNNNrNNMrNrNrNr�NNNN■NaNNNrN*rMNNr*1NNNNNNN■N+Nr�rNrNrNrNrNrNrN■NaNr■rNrNrNrNrNrNrNrNrNrNrNNN■NrNNNrNrNNNNNrNrNrNrN■IIrMrNNNrNrNrNNN+NrNrNrMrNNNrNrNrNrNrNrN*{rNrNrNrN+N+NrNrN■NrN+NrMr�rNrNNNrNrN■NNNrN+NrN■NrNrNrN■N+N+NrN+Nr�N�N■NrNrNrMrNrNarrNrN■NrMrM■N+NNN+N■NrNrNrNrN+NrNrN■N■NaN+N�r S T 56' 50" E 2 i MON. FND. 2,814.22' p � `��• N 0 F ; `` ' "MAP OF WILD OATS", SUFFOLK COUNTY FILE N0. i 9331 ; ; ; "MAP OF PECONIC BAY COVE: SUFFOLK COUNTY FILE NO. 715�Zi� EDWIN W. KORA LESKI `�,y; (OPEN SPACE) LOT i N/O�F JAMES A. x� LO LOT ® ; NOF F DONALD �. & � & MURIEL ANDREWS © � PLAYGROUND �; SONDRA PERRY Q 40 OffE KEY PLAN f SCALE: 1 '=100' ��� • 100' �0 2s' o I N G'� l.o► I'V N E C K PLANNING BOARD RESUBMISSION 7-- 27 -- 98 eown by. Job NWO..— UMENT DATE / ! WARNING: project home & location: �roMing tie.: seat CONSTRUCTIONDOC EVI IONS DATE It is a violation of the low for an person, ALDO, ANDREOLI Ira Ha SCJ el PAF 91097 RSYP• • PROPOSED SITE ` 1 SCHEMATIC DESIGN 2/13/98 R A P H A E L VINEYARD D unless acting under the direct supervision SANITARY CONSULTANT A�rchi t e e t P. C. I Ascok �t8 PRE-ARCHITECTURAL REVIEW BOARD 3/10/98 of a licensed architect, to alter any Item P LAN 3 REVISED SITE PLAN AS PER SURVEY 4/7/98, 1 of n architect. AS . D 9 4 REVISED SITE PLAN - 4/16/98-- OF � 16 gg in any way bearing the sea o NFIy !�%/i/,E-YAF�D c£%' l'Y1/UCfr'Y . SUBMITTAL 5 6 98 If an alteration is made, the altering 33 ANCHOR WAY AN D DATA DEPARTMENT 5 DEPARTMENT QF HEALTH S 152 SOUTH COUNTRY ROAD ARCHITECTURAL REVIEW BOARD SUBMISSIO 5/14/98_ architect shall affix to his item the Seal 4484 OAK BEACH ASSOCIATION MAIN RD. S .R. 2 5 (KINGS H WY and the notation "Altered b :" followed by , REMSENBERG, NY 11960 OAK BEACH, NEW YORK 11702-4612 ? ARCHITECTURAL REVIEW BOARD SUBMISSIO 5 29 98 Y his signature, the date of such oiteration, TEL: 516-325-0582 FAX: 516-325-1866 TIEL: 516-567.8048 FAX:516.661-8269 4 ..� SOUTHOLD, NEW YORK PLAr, r� ING SUBMISSION St COPY9 ri ht 1998 — Ira Haspel and a specific description of the alteration. , r� _ UV M1 PRQPERTY El W I� M 10A ! N R CSA Ca S . R . uT�lir P%E 2 K / NGS H W'I''• UV� � � CONSTRUCTION DOCUMENT DATE REVISIONS DATE S. 61 04'-20 9 1. 282.42t 1 SCHEMATIC DESIGN 2 13 98 2 PRE-ARCHITECTURAL REVIEW BOARD 3/10/98 3 REVISED SITE PLAN AS PER SURVEY 4/7/98 .06' � 1 -04'-�0 . 111 .55 , N ,,. 4 REVISED SITE PLAN 4/16/98 —32'-25 1. 5 DEPARTMENT OF HEALTH SUBMITTAL 5/15/98 ra.�; �i• �i.,f ~r. i� 'i �i.,,�>ll'' �� Pim Or 6 ARCHITECTURAL REVIEW BOARD SUBMISSION 5 14/98 7 ARCHITECTURAL REVIEW BOARD SUBMISSION 5/29498 IQ I PLANNING BOARD SUBMISSION 7/6/98,J Of ROW // /./ WARNING: (TIP.)) ! / ! / f ! / .�. It is a violation of the law for any person, unless acting under the direct supervision • / / / / ;,,,. of a licensed architect, to alter any item SITE LIGHTING MOTES: ! / // / // / / // �► / / / in any way bearing the seal of an architect. ALL SITE LIGHTING SHALL BE MAINTAINED / , / / / / / / , , / / / If an alteration is made, the altering ON SITE AND SHALL PROVIDE A MIN. OF ! architect shall affix to his item the seal ONE FOOTCANDLE ' / ' / / / ' / / / , / / / , / ' / PARCEL 2 / / ' ' / / ' / and the notation "Altered by. " followed by 107154 SO.FT. / / / / / / / his signature, the date of such alteration, • / / / / / / / / / ! •s / / , / 2.46 ACRES / / / / / and a specif c description of the alteration. LANDSCAPING NOTE: / / / ' / o,,�rp• ndw / ' / / / / / /ALL SITE LANDSCAPING SHALL BEHOLLY TREES WITH A CALIPER OF2-1/2- TO 3- MINIMUM / / / / / / , 12'0 RING C8� DEI EG 8 DEP `L ! / / / ! / / / / / / / / 0 �,TIN / EXISTiNG ( VINES Ira Haspel Architect, P. C. ` / VINES T.B. q� DEEP ���- / / / / / EXISTING 0 1 / 33 ANCHOR WAY 4464 OAK BEACH ASSOCIATION OAK BEACH, NEW YORK 11702-4612 8'0 RING O , , 1 ! / TEL: 516-587-8046 FAX: 516-661-SM / 4' DEEP ( O 180DEEP / , / / / Copyright 1998 Ira HaSpel / ! SEE 1 --3 ALDO AN®REOLI ,� / , SANITARY CONSULTANT / FOR I=o. ,,�.�. - Ty ? / �� ���� COUNTRY ROAD 8' RING CC , ;i�.k '�. �� 4 DEEP ^ / / SUFFOLK COUNTY DEPARTMENT " NT OF HEALTH SERVICES TEL(516)325-0582 (� :(51 6),325-186 12',a RING G A� FUTURE t o'd � / / APPROVED FOR CONSTRUCTION ONLY 8' DEEP 2 POOL 10 DEEP �, / �,�/ �� H.S. REF.NO. D• � •6g to 00• \ I FLOW 1668 0r.6 / / / ! r,•� arc / / / TYPE-: 7t Sc'+�i c , t T>`_r w� /� ,� Q L.P. 1 f This cpp-ov 1 (3 granted err file f _.,..._ / �N Gil" 7 ^�rfu SLiCitt�T� n F. Vii u ry! t 2'W RING Jr1'WJr1I��e1 V�j,�.1,Y r tiU 2A A., . J • cy o, I POOLS ;s, r �sc1�TIY nita Cc,':, tSs.:.3 w AVER c 8 DEEP t DEEP al , )lis pI nd rani. P / Rp,� 23r i" ' r 4t ?ICV`i 1"] G�dC'uIt td.'C; i �� s@JCL,'�3 ' ;10 v 12V RING � RAMP 1 0 ` o, p S 0 t'.I .attt3�lYa. THIS APPROVAL EXPIRES TI-IRr:E '3 1 / 8' DEEP S YEARS FROM THE DATE t ) F S Fp \ 12' d SEPTIC \ IOC k TANK 5' DEEP 15 p" 3► / �� Tq,Q -..♦ ..,-L SIGNATURE . ! / � TRENCH QRAI " ST O O Io. to / c NO FINAL APP L.P. � r ROYAL WITHOUT r 39.2 0 / // , ROVAL BY WATER QUALITY UNIT Project name and location: /10. , p`'T�RF RAPHAEL VINEYARD ••'' d GREASE G.T. � . // / J/ ' // l / �' �+ _ _ 1 � Nr dL' ��NE YARD 410 WINZ' �Y TRAP w/ 5'd � ! / � ! / � i, ; OC LIQUID DEPTH 1� F' FUTURE 10'd ,/ / / / !/ } by Dept,of ftIM \,� 0 POOL 10' DE , ! / , , / ! MAIN RD . S .R. 25 12'0 RING �,--' 80 RING, 8' DEEP (; Se es , / /� // , ! / // /' , / / SOUTHOLD , NEW YORK / i 4' DEEP C �O by 9g •G{ , / / / , / / PROPOSED drawing title WELL 50'- - MIN, 4 . 1 . 4- DEEP ' / / ' / / / l 8'0 RING ! / P N ��� ,•�� v� '"��4' DEEP T. VINES/ , / / �'` , (, o 0 10' d POOL ' , ! / ' / ! / / Tax mop no.: 8' DEEP ow F �' 243'- 10' d SEPTIC o, L.P ��^ TANK 4' DEEP y L o ! f 11 !! I ! ! !/ f f ! CONSTRUCTION DOCUMENTS > '/ 'l f f I l / / �P t�,o 0 o`op ! 1 ! f / / ]JDR(0) '�!/4�J&JD/ a= IF1Lt!"�11 V / • I 1 g ! ! f ! / 1 f , 1 / I / seol cto ► by ,lot Ivo.: / SE SCALE: 1" = 20'-0" / ' 1 / / ! SANITARY. -"� z � 1 ' f , 1 ' ! , / ! f PAF 77995 PARCEL ( 1.613 ACRES / / �'L.P. / / / / / / sea* date.- LP.- PARCEL are: PARCEL j 2.46 ACRES ! / 1 , / SEE ....3 L P.- ' / / / / / / SPACES PRQViDED = 25 STALLS /� ! / / / / ! ! 18 SEP 95 HANDICAPPED PARKING PROVIDE = 02 STALLS / LOT 11 46.41 ACRES REMAINING , / , / FOR Fol 10' OOL TOTAL PARKING SPACES 27 STALLS , / �! ! 8' DEEP � � J / / / / f / dowing no.: 'SUFFOLK COUNTY TAX MAP i JC:XISTINk� / / 1 / / _w DISTRI 1000 SECTION 85 OCK 03 LOT 11 / VINES /' / ! / / / FUTURE 1O' d POOL , 2V a / / / / / / 1 / , l , 8' DEEP , � !� ! / cr - ............ CONSTRUCTION DOCUMENT DATE REVISIONS DAflTE 1 SCHEMATIC DESIGN 2/1 ACCESS OPN6. - G.I. LPGKIN6 2 PRE-ARCHITECTURAL REVIEW BOARD 3 1 GASTItJC TO C,RADE I"L0 "fto3 REVISED SITE PIAN AS PER SURVEY 4 7 SANITARY DESIGN MAINTENANCE 4 REVISED SITE PLAN 4/16/98 - TY LOCATED IN HYDROLOGICAL ZONE IV t 5 DEPARTMENT OF HEALTH SUBMI AL 5/6/98 PROPER L � 6 ARCHITECTURAL REVIEW BOARD SUBMISSION 5/14/98 t� 7 ARCHITECTURAL REVIEW BOARD SUBMISSION 5/29/98 SYSTEM—J-1 X � �IN� hvINEY SlAO PLANNING BOARD SUBMISSION 7/R/98 FLOW FROM 175 SEAT CATERING HALL @ 7.5gpd/seat = 1312.5 g/d I._S.. 1'_g" °� DROP T' - 6' DIA. (MIN,) WARNING: FLOW FROM 75 FOR WINE TASTING C� S.Dgpd - 375.0 g/d MIN. MIN 1.Ol,ATE I�DER I ion TOPACa� � FOR It is a violation of the law for any person, ect 1687.5 g/d _ s MAINTENANCE of I as licensed ars acting ch tect, ter the oiralter anyvitem • FILET - - MIN. 4" DIA, OUTLET TO it any way bearing the seal of an architect. SEPTIC TANK OF TWO(2) DAY FLOW = 3376.0 g/d SDR 115 PIPE LEAGti POOL -A If an alteration is made, the altering PITCH I/4" PER FT M14. 4 PLk architect shall affix to his item the seal MINA LU , , = SDR 35 PIPE PITCH I/S" PER FT and the notation "Altered by: " (allowed by USE 12 dta SEPTIC TANK WITH 5 DEPTH �, N MINIMUM his signature, the date of such alteration, 1688.0 d _ ' DAFFL.E� and a specific description of the alteration. LEACHING POOLS d s ft _ 1 125.3 sq. ft. OF o a WALL 3' IL 000 IL 1 .5 gp q SIDE WALL NEEDED VARIE5 00I IL Isz USING 10'dia POOLS = 1126.0 sq. ft- = 35.8' OR 36' Id-v" LES- COMPACTED 31 .4 SAND OR 'PEA' GRAVEL DED D �+ _ USE 4 1O'dia POOLS 10' DEPTH NEEDED ll 1L 0 TAHK }( X , SCALE N.T.S. GGREASE TRAP REQUIRED 10'dia WITH 5' LIQUID DEPTH TYP PETALS cr r,PNsrRWrION: ". I. A MINIMUvt OF 4 AdCt1E5 APPROVED REINFORCED PRECAST 6a4CRETE DO rTOM AND 3 INCH WALLS SYSTEM2 J. AN S FEET IN DIAMETER DY 5 FEET H161 APPROVED REINFORCED PREGA5T CONCRETE SOLV RINra. ; FLOW FOR WASH UP AREA AND SANITARY FACILITY: BASED ON 3. AN APPROVED REINFORCED PRECAST CONCRETE (p W,,H THVA SLAP AN AVERAGE MAXIMUM PRODUCTION OF 235 HARVESTED TONS TOP IN LAWN AREAS. x PER YEAR THE MAXIMUM DAILY WINERY WASTEWATER DISCHARGE A. DROP 'T" 's MUST DE PINNED OR OTHERWISE FIRMLY ATTAC410. IS 875 gal/day FOR 60 days. tH1S IS BASED ON THE USE OF 5. LIl�UID DEPTH MUST M 4 � THE NAPA Cd G. FLAW 15AFFLE OR DROP T' REQUIRED WrTOM TO EXTEND INTO O'1 7 D AG NEU COUNTY FORMULA SED WIDELY IN THE INDUSTRINDUSTRY) LIQUID DEPTH MM. 1/� OF Tl-F LIQW (EFF,) DEPTH. 1!11!Ce !�/ „ NOT TO SCALE 875 gal/day + SANITARY = 1000 gal/day SPETIC TANK. OF 2 DAY FLOW = 2000 gal/day DRAINAGE CALCULATIONS USE 10'dia SEPTIC TANK WITH 4' DEPTH ROOF AREAS SITE AREAS LEACHING POOLS 1000 gal/day = 666.6 sq. ft OF 1 .5ga1/sq ft SIDE WALL 200 GAL. HYDROPNEUMATIC ROOF AREA ' A' SITE AREA ' A' TANK (GLASS LINED) --\ AIR CONTROLS USING 10'dio POOLS 666.6 sq. ft, 3, 863 S. F. x 2/12 x 100% = 644 CU. FT. REQ' D 6, 245 S. F. x 2112 x 10% = 105 CU. FT. REQ' D = 2 1 -2' DRAINPRES GAUGE LINE OF BUILDING 31 .4 USE 1 12' 0 x 8' -0' DEEP = 808 CU, FT. PROVIDED USE 1 8' 0 x 4' -0' DEEP = 169 CU. FT. PROM DED Ira H a s p e l SANITAR't WELL SEAT. PITCH GRADE USE 3 1 O'dia POOLS WITH 8 DEPTH ROOF AREA ' B' ROOF AREA ' B' Architect, P. C. MAX. sz SLOPE 3, 863 S. F. x 2/12 x 100% = 644 CU, FT. REG' D 5, 999 S. F. x 2112 x 10% = 100 CU. FT. REQ' D HIGH DENSITY PLASTIC PITLESS ADAPTER PIPE (100 PSI-NSF APPROVED CEMENT GROUT USE 1 12, o x 8' -0' DEEP = 808 CU. FT. PROVI DED USE 1 8' 0 x 4' -0' DEEP = 169 CU, FT. PROVI DED 33 ANCHOR WAY 4464 OAK BEACH ASSOCUITION _2-2 TEE ROOF AREA ' C' RDD( AREA ' C' OAK BEACH, NEW YORK 11702-4612 TEL: 51687-8046 FAX:516-661-8288 CHECK VALVE r LINE Of BUILDING TRAFFIC SPARING DOME r----iRAFF�c BEARa�G DOME FINISHED 863 S. F. x 2/12 x 100% = 644 CU. FT: R!EQ' D 7, 236 S. F. x 2/12 x 10% = 121 CU. FT. REQ` D FINISHED GRADE 0 CAST FINISHED GRADE 0 CAST FIN15HED GRADE O C.!- COVERS IRON COVER TO GRADE IRON To GRAD = USE 1 12' o x 8' -0' DEEP = 808 CU. FT. P'ROVI DED USE 1 8' x 4' -0' DEEP = 169 CU, FT. PROM DED Copyr igl-�t 1 X98 Ira Ha pe( ON ALL LEACHING POOLS �� ON ALL L CHING S = PITCH GRADE RTCH-Gf?AQF f 4 ROOF AREA ' D" RODE AREA ' D' " MAX. 5% SLOPE MAX. 5% SLOPE z� _� e4Lt)O AVDREOLB PITCH 1 4" PERF z �,x.ii PITCH 1J8" PER FT 2" WELL 3, 863 S. F. x 2/1 2 x 100% = 644 CU, FT. REQ' D 7, 742 S. F. x 2112 x 10%-= 129 CU. FT. REQ' D SANITARY CONSULTANT PITCH t/8' PER FT. - - --- 4' CASING (GALV) ow�� INLET MIN. 4" DIA SDR35 PIPE / 0 __ _ __ ____ USE 1 12, o x 8' -0' DEEP 808 CU. FT. PROVIDED USE 1 8' x 4' -0' DEEP 1 69 CU. FT. PROM DE y OUTLET TO DIST POOL to OUTLET TO LEACH POOL CHECK VALVE INVERT EL. 36.1. - --- --- i MIN. 4' DIA SOR35 PIPE MIN. d' DIA. SDR35 PIPE --_ - _'- _ = SUBMERSIBLE PUMP q INVERT EL. 34.82 - __ --- (1 H.P. 0 20 GPM) t 52 SOUTH COUNTRY ROAD INVERT EL 34,74 _T___ = SITE AREA E 5' STAINLESS STL. SCREEN TRENCH DRAIN AREA R[��5��®ERS, R�IY 190 - - __ oLj hm-D�tR1sTfofv � o 5, 802 S. F. x 2/12 x 10% - 97 CU. FT, REQ' D TO HAVE ,�- �� :: _ ___ -____- _o TYPICAL WELL DETAIL TRENCH DRAIN _ TEL(5i 6)325-052 F :(5`�e)3Za-1 ass SEPTIC TANK - __ ===_ TEE AT EACH LEACH POOL = __=_ ,, _ scvE 3/15'■i'-0 USE 1 8' 0 x 4' -0' DEEP 169 CU. FT. PROVI DED _ 4, 309 S. F. x 2/12 x 100% 718 CU. FT. REQ' D ---" - -- -- -- USE 1 12' o x 8' -0' DEEP - 808 CU. FT. PROVI DED ROOF AREA ' F' 4, 206 S. F. x 2/] 2 x 10% 70 CU. FT. R£Q' D - - _ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES to'-o• �, 10' ° "° APPROVED FOR CONSTRUCTION ONLY � � x 4� _ USE 1 8 0 DEEP = ] 69 CU. FT. PROVI DED .n.n H,S. REF.NO. U ' A* -b9 DISTRIBUTION POOL TYPICAL LEACHING PaOL TYPE j�b✓ ,d;fr(::v K!'JG- d-'rb",ge+er tj ROOF AREA ' G' PROFILE OF SANITARY SYSTEM #1 FINISH &RADE (BAST IRON FRAME AM COVER C"- _ ee�n����l�'�� �+ p VARlE5�\ �� TO GRADE " "'' ualA !Pb:{ Ia 1 ; 1':'<Oc1 for fIT4 COii5t9ZiC#94f1 fin an;1 ' 1 5, 260 S. F. x 2/12 x 10% 88 CU. FT. REQ' D SCALE- .311V .1 —T 4L. �� j F;..z n,. n _', mr...n.. �,, ae r a e-, D (;��'. I � r,,;�.)"C x�.r ,_nos i.*,,�=:Mr uR�57 t�clll�IW��'i>i�1f��f4 4�;1�,W, �� - ae . ,. . ,ncl ,��.� .. " ;"` ' `� 71,��' 'r`& '}Y� �ww�rty" fN'�/`yat�� a e' '&��`. USE 1 8' 0 x 4' -0' DEEP = 169 CU. FT. PROVI DED to 2 sTgs THro kL" o VYaao py tho F I f' dtiji" r_Z ----TRAFFIC DfARINC� THBEE ( ) : T; 49 APF'POV Ir�(i'1 '� , a 1 �i ".1i:DATE i ROOF AREA ' H' '°C X z SL�+D Pro- t non* and location: N 6, 693 S. F. x 2/12 x 10% = 112 CU. FT. REQ' D VINEYARD - RAP HAE L TOP USE 1 8' x 4' -0' DEEP = 169 CU. FT. PROVI DED LINE OF BUILDING TRAFFIC BEARING DOME , ------TRAFFIC SWING DOME �M KITcrIEN NO FINAL APPROVAL WITHOUT NE7�Y l%�NEyAFD AND GY�N�RY FINISHED GRADE 0 CAST To 5EF'rIG TANK APPROVAL BY WATER QUALITY UNIT ---;FINISHED GRADE 0 CAST IRON COIR TO GRADE MIN 4" DIA. FINISHED GRADE 0 C_I. COVERS; \\ jI OVER N�PROOELS '\� DN ALL LEA(HING POOLS PITGt1ED MIN FLOW L MIN 4" DIA. PITGt 1E� MAIN R D . S . R. �5 PITCH GRADE RTCH jRADE I/4"' PER FT. MW 1/8' PER FT. MAX. 5% SLOPE MAX. 5% SLGPE � 0 FL�GKf1AR T #c-54 S D U T H 0 L D , NEW YORK ' PITCH 1 4^ PER Fr. SGLID COVER OR LATE PITCH 1 8( PER FT. ~N ��- STOtJE MARK @ drown title:i> INLET MIN. 4" DIA SDR35 PIPE �' _ _- ---„ EyRADE VARIES GRADE ---� /� REINF IN(N C--OVER i w LIFTlNI� RING � NQ���y T . 35 94- OUTLET TO DIST POOL I [10LITLET TO LEACH POOL - -_- - ___ A� / �ITE DEINVER EL _ _ -•.-- ITh{G MIN. 4' DIA. SDR35 PIPE -�- = _:- g INVERT EL. 34 78 -MIN. 4' DIA. SDR35 PIPE _ __ ___ *"'�`' ¢„ REIN�OR D 1 TRAFFICA N 1')EARINO C-LAD p��1 �G g INVERT EL. 34.45 - - - --_- - W OfSTR18UTi0N POOL -- -- -„ - � r =_=_- To HAVE 1 f' DROP =_=_- ___- - b - EL VARIES e�e�ti��,�e� TEE AT EACH LEECH POOL - == - -_- = o �.. LAYER G-OARSE —�� C A L C U I A 0 � {�� _ _ ER WEL FILL TO T K ___ _ - -'- - __ __ -_'_ _ LEVEL w/TOP � INLET r r r r f� r r r r r r �■ fIr r SEPTIC AN _ -:: -= _= _=- seroferilsaliea®i esie�il � rroe �rilr � LEVEL GOMF'ACTFD r r fr r r 1001 r r X00 r r f� s r n SAND OR PFA' GRAVEL DEP rax mop no. r r � r r r r r r r r � r r rR.G I�� I ._ '{ fi L =O GMASE URAIF rrfr• rrrr re>• rr010rr � rrr r rr el• m rr r rr r LU rBiose: SCALE: N.T.S. 11rr01fD1lrr rrfrfrrrfr Z o r ,�r r �„ ,�,� ,�,,, ,�„ ,,,,,, r .. f■. ,. ,,. CONSTRUCTION DOCUMENTS N ti bA6.r\F L VV/ GLEAN-----�� r r fr r 1r r r r r r r r r r 4.000 PSI C�RANLLAR MATERIAL tr fr r r r r r e>rf r f01 r rl r fa «n sr I WE OF GROUND WATERTYPICAL LEACHING P_U4L I'-d' ALL AROUND M = 01t et r 001 r 010 r fefD (110 it eltl r GONG. LEAC 1 droKn Job do.: Y Q%M AIM- DISTRIBUTION POOL r ,r r r er re r� ro re r rl rf r r Rim sed! 15A51N FDR FU-L PAF 77995 PROFILE OF SANITARY M #2 DEPTH 4 VARIES SEE PLAN PRECAST GONG RINGS SCALE. 3/14r-J'-Cr scde: date: z 18 SEP 95 t f'J dro" no.: 6M TFST DORIN& FOR WATER ELEVATION t = C D C L STORM IDR o SCALE. 3/8"=1'-0" _ ar. 4 . 1 ry L i' i .. .mss.. ., '...• I -, . 4 Ak xIy A 4 General Notes D D t D D D D DOD DOD t} SMOKE. DETECTORS: , ,� L. E � E N D Shall be Notifier SD651 Series Photoelectric s type. Detectors shah be mounted and spaced in 18AW(._ , 2C �S L D --v '� + ' 4`` accordance with NFPA and mfg's specif cations. -- , S ` � / ' ►J �J r � ►� � ► � w j ��C�K.E L1ET ^CTR 2) PULLSTATION: ,}-� \ ►�-� _ �-- - �--- BNG- 12 Se ies. Stations shall be RI � ER DIA � � N / Shall Notifier.B G 1 ' >� mounted 48" from floor on center and installed at - ' Cs S �+ + _ PULL S T A T ' ❑I`�1each exreriar egress point. S S S ► � IS ► ►.�P3} DUCT DETECTORS: Shall be System Sensor DHIOO Series S-1--�` /� �-- f r ' TOR Photoelectric type. rIk —{ DUCT D E T E. T 0 R 4) I IORN/STROHES: Shall be System Sensor SpecAlert Serres 1> T FLOOR -� 24VDC. Hare/Strobe shall be mounted 80" from 18A�!G/2 C k�� floor or 6" Tim � in accorwhichever is lower. Horns, dance with NFFA BASEMENT ►►► H D R N / S T R U 'E= shat sound m ceiling eq and State Cade requirements. DD / D (DD S T R D B E 5) STROBES: Shall be System Sensor SpecAlert series. Strobes shall be mounted in all restroom on NOTIFIER 554Q0 drop ceiling. FIRE Az.ARrws ' S S m; CONTROL PKS) - WIRE SPEC'1FICATONS: y Initiating Devices: 16AWG/2C SCIndicating Devices: 14AWG/2C SAFETY C'ON'TROL: Upon activation of any fire LS /�—(s alarm all HVAC units shall be de-activated. ; ' M: G='f 7b OUTDOOR PATIO 4 y 4- '4 y h '�e�'3i_' t- ` I w F-Y E===j 775 -4 I MEZZANINE ABOVE T` E OFFICE OFFI+�:E OFFICE '� : ► �� /� `� N � TASTING AREA c DOD �J k COAT ROOM S Y ,-7 "_7 Date , ',.� �� NO. l�.eVlslQn/IssF�$ /j - l' // !/ /' I / ,�'^yr Firm tiame and Address =��% / �' - ==%' � ���� I COAT. .ROOM s _ EQUIPMENT � _ ROOM STORAGE TANK AREALE RAPHAEL VINELS YARD i WE� I �939{I l' a�n Rd. J.C. OFFICN.Y. P ECONIC, 1. J I A 71 c C !�////; /� i / !''j '✓/ / DOD t\� �DJ Pro Name suxi Aidn'ue, MECHANICAL ROOM ELECfiRC)NTYSTENTS �J ;� central Station Alarms Inc. o �% ---. — 1555 New York Ave. � Station, N.Y. 11746 � Huntington S , US (� s - F- l___ ❑ ❑ ., P A N Dmving B}. shoot �! La Huff r� NOW Jan. 17, 2000 scak- 1/8"= 1' :? _ { r R',, AM 1 '�2Q01 d General Notes , , L E (� E N D shy be Notifier SD651RSeri'es Photoelectric RISER DIE-�I � �. Ar�l 1� �rG 4c DDS DD �DD DD DD , type. Detectors shall be mounted and spaced to _ _ _ accordance with NFPA and mfg's specifications. S H L D_ -� �, .-~�. �-. ,� SMOKE DET `-- L T ❑R 2) PULL STATION: - = P ` ' Shall Notifier BNG-I R Series. Stations shall be S✓Y-(S._. mounted 48 from floor on center and installed at PULL. `ST A 7 ION each exterior egress point. S -cH"S ) i � ISte ,,�1 3) DUCT DETECTORS: S � ►�� ►J ►J 1 P ED Shall be System Sensor DH100 Series � ' DUCT L)E T E T❑R Photo i ty`� Ufli } �-- 4) HORN/STROBES:�� -� -� --� Cj -� �--� �--� }- -� }—� � Shall be System Sensor SpecAlert Series "� 24 VDC. Horn/Strobe shall be mounted 80" from 1ST F- L 0 P R H EIR N S T R F} B E floor or 6" from ceiling whichever is lower. Horns BASEMENT 1 8 A W G/2 C shall sound Temporal-3 in accordance with NFPA and State Code requirements. 71- STROBE s} STROBES: Shall be System Sensor SpecAlert series. Strobes shall be mounted in all restroom on -ODD CCDD drop ceiling. NOTIFIER / 55000 FIRE' ALARM -'y --� '�� `� 'tel `v, �'-' ` '� 'i DS -�KS -�v r I �'' ►� 1� S S S ', _�D�I V� IRE SPE('IFICAT4NS: CQNTRUL E. ► ► ' ► 1 ►� -I1� initiating Devices: 16AWG/2C 3 Indicating Devices: 14AWG/2C P S ►_�) � S `--! ' -� SAFETY CONTROL: Upon activation of any fire ;C � c_ \ \ � -- '"�t � � ,�; alarm all HVAC units shall be de-activated. --(SS / �� '-- S)—E 4 t � I � ► I I I I 1 s P � OS FF US s I 0 II I SHIPPING AREA 1 .____� Lr ____ _1 OD D D \ODD T., T S) (� I I 7 F I - - --- --J �-- -J �- ---1 �� ___J L_ _ I LT -1 L I _- I -1 �— -� I ELECTRICAL I I I ( STORAGE AREA I I ROOM I STORAGE AREA I No. Revision/Issue Date Q I Firm-Name and Addnws LL- I^ ITD � (—D� - — RAPHAEL VINEYARD T J L --� � �J 3939k0 ]Whin Rd. I I I PECONIC, N.Y. (S iI I Arojeo Name and Address _ I ELECTRQNIX SYS'T'EMS L -_ y ___ - JT_- - -. ___ _- �-L_ - - - -_ _ T - - i-L__ - - - - _J-�_ .-- - - - --J Central Station alarms Inc. ° — _- - - - - - - -- - --- �- - - -- -- - - - --- - Q ' 1555 New York Ave. L- LJ 1 f Huntington Station, N.Y. 11746 PLA � S>' TFNT F L1111P � Ia Huff Date .tan. 17, 2000 ns Sole