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Home My WebLink About31182-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31064 Date: 07/26/05 THIS CERTIFIES that the building RESTAURANT/TOURIST HOME Location of Property: 56125 MAIN RD SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473689 Section 63 Block 3 Lot 10 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 3, 2005 pursuant to which Building Permit No_ 31182-Z dated JUNE 8, 2005 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 CONVERT SINGLE FAMILY DWELLING TO A RESTAURANT/TOURIST HOME AS APPLIED FOR, & AS PER CERTIFICATION OF MARK K. SCHWARTZ, AIA DATED 7/1/05 . The certificate is issued to MICHAEL MILLER & ORS. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 99683C 06/21/05 PLUMBERS CERTIFICATION DATED 06/14/05 BURT'S RELIABLE, INC. Authorized Signature Rev. 1/81 Form No.6 TOQNN'N OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 10io 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 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. Copy of Certificate of Occupancy - S.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial$15.00 Date. June 10, 2005 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 56125 Main Road, Southold House No. Street Hamlet Owner or Owners of Property: Michael Miller & ors / EON Suffolk County Tax Map No 1000, Section 63 Block 3 Lot 10 Subdivision Filed Map. Lot: Permit No. 31182 Date ofPemiit. 6/8/05 Applicant: Miller Health Dept. Approval: Underwriters Approval: _ Planning Board Approval: Site Flan approved 10/4/04 Request for: Temporary Certificate _Final Certificate: X _ (che ie) Fee Submitted: $ �00 50• �ti. (, ss 7S App cant Si ature J MA E. Fi erald, J . C0 � 3 �OCo � gent �SpFfO(RC�Gy Town Hall, 53095 Main Road y x Fax (516) 7651623 P. O. Box 1179 ,F Telephone (516) 7G5 1802 Southold, New York 11971 '/• O� OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE : Building Permit No . Owner: ,Eleme/1E"Sa rG lnicAl ret /fixll&- ( please pr ' t ) // Plumber : Our-Ls ye&iLble_ [mac. ( please print) I certify that the solder used in the water supply system contains less than 2/ 10 of 18 lead . ( Plumbers Signature) Sworn to before me this Jam- clay of JQnC 1 �r � `fi t O(C-54004- Notary Public , Sj A01K County Pl 6/,k # 4/CpqyjV,3 BOMDETTE L TIIPLIN NTgfate UBLIC of New Yak 893 Residing in Suffolk Comfy Commiwon Expires Nov as Electrical Inspection Certificate Issue Date Electrical Inspection Service,Inc. Application 6/21/2005 375 Dunton Avenue 99663C East Patchogue,New York 11772 (631)286.6642 issued To: Mr. Michael Miller Street: 56125 Main Road Village: Southold Zip: Town: Southold Section: Block: Lot: Contractor: Lademann Electric Inc. Lie.# 4141-E Was ezemined and found to be in compliance wSr the Nolona!Eletuicd Code. CC Commercial ] KV Defects ❑ Pool [K 1st Floor J Indoor Basement El Not Tub '.1 Residential ❑ Det.Garage '- Attic: ❑ 2nd Floor X3 Outdoor Addition ❑ Survey Switches Receptadea ftfures GFl _ Heaters A/C Fans 6 6 11 6 Dishwasher WashodAmps DrIWAmps Oven RangelAmps Microwaves 50/220V Furnace oil baa Circulators Smoke Detector set♦Transformer Mater Amps Phase WON Jacu2zl Television CO Detector Bldg. Permit: Other Equipment _ _ tchen Renovation and Bar/ 1 100an41 sub no / 1 ansei system disconnect/ 1 20/220V xhaust fan 11 15/220V ref disconnect 12 exit i Hugo S. Surd! �ights!B 20/120V specialty outlets President m&9h inspection: Inspector: Fnal inspection: 0611012M Inspector: John Ifk Mallon 111 i This car80cate must not be auered in any mariner. Inspectors may be iden8ried by their credentials. PLANNING BOARD MEMBERS �Q JERILYN B.WOODHOUSE P.O. Box 1179 Chair - Town Hall, 53095 State Route 25 .r Southold, New York 11971-0959 RICHARD CAGGIANO O Telephone(631) 765-1938 WILLIAM J. KENNETH L EDCREWARDS ��j � Fax(631) 765-3136 MARTIN H.SIDOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 5, 2004 Mr. James Fitzgerald P.O. Box 617 Cutchogue, NY 11935 Re: Proposed Site Plan for Elements of Nature Located approximately 425' east of Boisseau Avenue, on the north side of State Route 25 (Main Road), known as 56125 Main Road, in Southold SCTM#1000-63-3-10 Zone: HB (Hamlet Business District) Dear Mr. Fitzgerald: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, October 4, 2004: The final public hearing was closed. WHEREAS, the applicant proposed a site plan for alteration of an existing 2,606 sq. ft. two-story single-family dwelling into a 28-seat restaurant and three-bedroom tourist house with personal services and alteration of three existing accessory buildings as follows: 470 sq. ft. frame shop, 1,188 sq. ft. bam& 381 sq. ft. garage into storage without water or sanitary facilities on a 1.962 acre parcel in the HB Zone; and WHEREAS, Michael Miller & Ors. are the owners of the property located approximately 425' e/o of Boisseau Avenue, on the n/s/o State Route 25 (Main Road), known as 56125 Main Road, in Southold, SCTM#1000-63-3-10; and WHEREAS, on December 24, 2004, a formal site plan application was submitted for approval; and WHEREAS, on January 12, 2004, the Southold Town Planning Board, acting under the State Environmental Quality Review Act (6 NYCRR), Part 617.6, performed a review of this unlisted action, and as lead agency, made a determination of non-significance and granted a Negative Declaration on March 8, 2004; and WHEREAS, on May 17, 2004, the New York State Department of Transportation issued the Case Number 04-167P for the Work Permit Application; and WHEREAS, on July 14, 2004, the Southold Fire District found adequate fire protection for this site plan and the Planning Board has accepted this recommendation; and WHEREAS, on August 3, 2004, the Architectural Review Committee reviewed the architectural drawings and associated site plan materials and determined they were satisfactory; and Elements of Nature—Page Two— 1015/04 WHEREAS, on September 1, 2004, the Suffolk County Department of Health Services received an application and issued approval under Reference Number C10-03-0017; and WHEREAS, on August 30, 2004, the Southold Town Building Inspector reviewed and certified the site plan; and WHEREAS, on September 17, 20D4, the Southold Town Engineer reviewed and approved the proposed drainage and the Planning Board has accepted the recommendation; and WHEREAS, on October 1, 2004, the New York State Department of Transportation issued the Work Permit; and WHEREAS, the Southold Town Planning Board, pursuant to Chapter 58, Notice of Public Hearing, has received affidavits that the applicant has complied with the notification provisions; and WHEREAS, the following items are incorporated and included in the site plan: 1. All outdoor lighting shall be shielded so that the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. The lighting must meet the Town Code requirements. 2. All signs shall meet Southold Town Zoning Codes and shall be subject to approval of Southold Town Building Inspector; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore RESOLVED that the Southold Town Planning Board grant final approval on the site plan prepared and certified by Joseph A.. Ingegno, dated May 14, 2004 and last revised August 11, 2004, and authorize the Chairperson to endorse the final site plans subject to a one year review from the date of the building permit. Enclosed please find a copy of the approved site plan for your records. Please contact this office if you have any questions regarding the above. Very truly yours, A / JeriJe l�dh�LB-cQ.Q�-�.c�� Chairperson Encl. cc: Tax Assessors Building Dept. Town Engineer/Highway Supt. 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. 31182 Z Date JUNE 8 , 2005 Permission is hereby granted to: MICHAEL & ORS MILLER 8 HUTCHINSON CT GREAT NECK,NY 11023 for CONVERSION OF A SINGLE FAMILY DWELLING TO A RESTAURANT/TOURIST HOME PER PLANNING BOARD & SCHD AS APPLIED FOR at premises located at 56125 MAIN RD SOUTHOLD County Tax Map No. 473889 Section 063 Block 0003 Lot No. 010 pursuant to application dated JUNE 3 , 2005 and approved by the Building Inspector to expire on DECEMBER 8, 2006 . Fee $ 200 . 00 r� Authorized Signa u ORIGINAL v. 5/8/02 Mark K. Schwartz, AIA —Architect, PLLC .> P.O.Boz 933 Phcme:(631)734-4185 Cutchogue,New York 11935 Fax:(631)734-2110 July 01,2005 Southold Building Department Main Road Southold, New York 11971 Re: Additions and Alterations to: Michael Miller House/Elements of Nature 56125 Route 25 Southold,New York To whom this may concern: I have been involved with this project throughout the construction phase and I certify that to the best of my knowledge, the work has been completed as shown on the permit plans and meets or exceeds the New York State code requirements. Please call this office if you have questions or require additional information. C •R INS s � its' Jr . 3*a 3Q �0 Mark Schwartz MiU1 B1dgDeptCe Ldm �` W�'�— `:�i D l 3 Z- 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE - 7-43 -o--r-- ATE 7-43 -os INSPECTOR I Existine & Pr000sed Nature of Work: One Family Dwelling(2 story frame house w/partial basement) I" Floor Description Sheet # Existine Kitchen/ Dinning rm/ Living rm/ Sun rm A7 2 baths Total floor area 1,401 sq ft *Pr000sed Renovate Kitchen A7 Add New: Plumbing, Electrical, Appliances, Exhaust System Renovate Dinning Room Area Add New: Counter/ Service Bar No change in total floor area 2°" Floor NO Chanes ;;��54'y"if Existing 3 bed rooms/ 3 - full baths '�'� L �/' A8 Total floor area 1,014 sq ft No Changes A8 No change in total floor area Details of Chanes /Construction 1. Install Kitchen Ventilation/Fire Prevention System as per NYSBC 2. Replace Rear Kitchen Exit Door as per NYSBC 3. Replace Interior Swinging Kitchen Doors as per NYSBC 4. Install New Kitchen Equipment as per SC14D 5. Replace & Up-Grade Kitchen Plumbing as per NYSBC 6. Replace& Up-Grade Kitchen Electrical as per NYSBC 7. Add Smoke Alarms &Carbon Monoxide Detectors as per NYSBC 8. Add Emergency Lighting and Lighted Exit Signs as per NYSBC 9. Install New Bar/Counter in Dinning Area as per SCHD 10. Install Mop Closet in Kitchen as per SCHD 11. Install New Walk-In Box Refrigeration off of Rear Kitchen Exit as per SCHD 12. Replace Kitchen Window Unit as per NYSBC 13. Extend Rear Roof Overhang to Include Kitchen Exit & Bar Entrance SCHD = Suffolk County Health Department NYSBC =New York State Building Code 9/13/2004 2 12:29 PM ' r FIELD INSPECTION REPORT DATE COMMENTS 'v FOUNDATION(1ST) �) ------------------------------------ FOUNDATION ---------------------------------FOUNDATION (2ND) Z O 6 U -- ROUGH FRAMING& r PLUMBING � j r INSULATION PER N.1". STATE ENERGY CODE - FINAL ,[ 3 ADDITIONAL COMMENTS i 67 r / 1x� so.z-c�v� . vlL x v� 00 z 0 m TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOM), NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAN: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees_ Examined_ , 20 Contact: Approved ,20 Mail to: Disapproved ac I-LEASE DO NOT MAIL Phone: 734_5800 Expiration . 20 Building Inspector APPLICATION FOR BUILDING PERMIT Date 6/3/05 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 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 waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. E Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, ousing cod n r tions, and to admit authorized inspectors on premises and in building for necessary inspections. // ` PROPERTMI PERTSERVII (Signature ofapplica/ rname. tfac oration) Post Office Box 617 Cutchogue,NY 11935-0617 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Agent Name of owner of premises Michael Miller / EON (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 56125 Main Road, Southold NY 11971 House Number Street Hamlet County Tax Map No. 1000 Section 63 Block 3 Loti -•, 10 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Residential Commercial, with three specific use as-approved b. Intended use and occupancy in the site plan: restaurant, tourist house, and personal services 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES_NO_ 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAYBE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF Suff0ly James E. Fitzgerald, Jr. being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract)above named, (S)He is the agent (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 manner set forth in the application filed therewith. Swom to before me this _3)d day of 20 C? Notary Public Signature of App ant LINDA J COOPER NOTARY Pueue,State of New Yo, NO.DIC04a22563,Suffolk Coun,( Term Expires December 3t, 2020 Proper-T Permit Services POST®FFICE BOX 617, CUTCHOGUE, NEW YORK 11935-0617 (631) 734-5800 June 3,2005 Principal Building Inspector Building Department Town of Southold Town Hall, 53095 Main Road Southold,New York 11971 Re:Application for Building Permit for Michael Miller/EON SCTM#1000-63-3-10 Dear Sir: Attached is a completed Application for Building Permit submitted on behalf of Michael Miller/EON for the approval of the change in use from residential to commercial, and for the approval of the three uses in the site plan approved by the Planning Board,regarding his property at 56125 Main Road in Southold. A check in the amount of$200 is enclosed for the fee. Also enclosed are a number of plans relating to the property: • Kitchen Range Hood System by ABT Design&Fire Protection,undated,4 copies, stamped • Hydraulic Calculations by Fire Protection Systems, Inc., dated 5/26/05,4 copies, stamped • Fire Sprinkler Plan by John A. Jacobsen, dated 4/12/05, one copy, stamped If you don't need any of the plans,please return them to me. If you need anything else,please call. Si rely, 1 J' es E. Fit ger- Jr. a subsidiary of THE PECONIC EASTERN CORPORATION Proper-T Permit Services P.O. Box 617, Cutchogue NY 11935 Phone: 631-734-5800 Fax: 631-734-7463 MEMORANDUM DATE: May 13,2005 TO: Damon Rallis—Building,Department FROM: Jim Fitzgerald SUBJECT: EON(Michael Miller); SCTM#1000-63-3-10 Attached are four copies of the revised plan for the installed sprinkler system, by Hampton Fire Sprinkler LLC, dated 4/12/05. Proper-T Permit Services POST OFFICE BOX 617, CUTCHOGUE, NEW YORK 11935-0617 (631) 734-5800 September 14, 2004 Principal Building Inspector Town of Southold Post Office Box 1179 Southold,New York 11971 Re: Application for Building Permit for Michael Miller(EON), SCTM#1000-63-3-10 Dear Sir: Attached is a completed Application for Building Permit submitted on behalf of Michael Miller for certain construction activities on his property at 56125 Main Road, Southold. . Also enclosed is an Information Summary which includes a listing of the specific construction activities applied for, and a check made to Town of Southold with the dollar amount left blank for the fee for this permit. As you know,the site plan for this proposed commercial operation is being processed. It is important that your review of these plans be based upon commercial standards in those areas where such exist and may differ from residential requirements. If there are any questions,please call me. cerely, ames E. Fitzge ,Jr. Enclosures: Application Check for permit fee Information Summary, 9/13/04 Building plans,Mark K. Schwartz, lasted dated 8/8/04, signed 9/13/04(4 sets) a subsidiary of THE PECONIC EASTERN CORPORATION A Application for Building Permit Information Summary Name'of Applicant: Michael Miller Address of Applicant: 56125 Main Road Southold,NY 11971 Telephone: 631-765-6070/516-721-2660 Owner of Land: Michael Miller SCTM#: 1000-63-03-10 Location: Hamlet of Southold Address: 56125 Main Road Southold,QTY 11971 Agent or Person responsible for application: Proper-T-Services Jim Fitzgerald Address: PO Box 617 Cutchogue,NY 11935 Telephone: 631-734-5800 fax 631-734-7463 Architect: Mark Schwartz Address: PO Box 933 Cutchogue,NY 11935 Telephone: 631-734-4185 fax:same Fire Protection ABT Design&Fire Protection 631-878-4896 Plumber Burt's Reliable 631-765-3767 Electrician Lademann Electric 631-734-7206 Builder Creative Engineering 631-765-6070 9/13/2004 1 12:29 PM 63-3-10 Chronology of Events ElementsofNature — 2004 - 04/09/14 Applied for a building permit 04/10/12 Planning Board Approval for 28 seat restaurant and 3 bedroom tourist house. 04/10/21 Reviewed plans. Page 1 of 1 63-3-10 ~~ Chronology of Events ~~ ElementsofNature - 2004 - 04/09114 Applied for a building permit 04/10/12 Planning Board Approval for a 28 seat restaurant and 3 bedroom tourist house. 04/10/21 Reviewed plans. 2nd Exit may not be through the kitchen. Need another exit 04/11/08 Received notification of application for on premises liquor license - 2005 - 05104127 Plan Review Cannot exit thru kitchen Handicapped entrance to be an exit with signage and emergency lights. Lights outside exits Hood and extinguisher plans showing appliance layout Chimney location 05/04/28 Building falls under Appendix K 1. On site inspection 2. Cannot use 13D for Fire Sprinklers. Mixed iron (basement & kitchen) and plastic pipe for fire sprinkler Need plans for hood and extinguishing system Existing permit for conversion from residence to restaurant, additional permit for hood and system. Put a list together as required to finish job. 05/05/25 Hood System Inspection — Passed 1. Right end (between hood and wall) to be filled and capped. 2 b1ee starnpe-0 plans as built:of r extinguishing te_m y pririkler-test~requir after water hook u—p Page 1 of 1 May 23 2005 2: 44PM FIRE PROTECTION SYSTEMS I 631-665-1035 P. 1 'ON INN CAPE • SPA ELEMENTS OF NATURE . 265 DELAWARE AVENUE — BAYSHORE,NY 11706 WWW.EONSPA.COM 56125 MAIN ROAD RT. 25 SOUTHOLD,NEW YORE i1971 631-765-6070 �I3=�DRAC7T;�C' 'GiXi_�I;CL1�I_,A7�'IC�3V�S `"FOR FILE�E�I;EI�IE'NT�S-`=4F�-�IitATITRE -,.� FILE NUMBER: 00201FF DATE: MAY 23, 2005 ACL`L7'PANCY�'>GLIISSI,FTCATION: Lig-ht Hazard' ' NF�EA -1b3 DENSITY: 0. 15 gpm/sq. ft. AREA OF APPLICATION: ROOM Design Method sq., ft. COVERAGE PER SPRINKLER: 16.8sq. ft. NUMBER OF SPRINKLERS CALCULATED: 3 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 58. 9 gpm TOTAL MATER REQUIRED (including hose) : 1.58. 9 gpm FLOW AND PRESSURE (@ BOR) : 58. 9 gpm @ 22 .2 psi SPRINKLER ORIFICE SIZE: 1/'2" inch ME F}AGO TURASORf�WHAM°PhTONs E�2RsE��S�P IN[fLFR -`INTI] DESIGN/LAYOUT BY: ELADIO N. ALVARADO { :-C'c e�+r:'t.�� .-.,.. `1C• ..,y s q- AUTfTORITYwKAV-ING-JUFtlC•S-D'ICT.ION. s _r-TOWN-=aF.SOUT'H4;I;D t UILLIING DEPT_�d CONTRACTOR CERTIFICATION NUMBER: rn� -r-h^ ALC`LJT`A'I'IONS$Y' HAS'S-t-70 `_`zrj-15 R�RC�GR�iM�<'(LrICFNSE # �16.0912Q4�,*�S:kJ' HRS SYSTEMS, INC. May 23 2005 21: 44PM FIRE PROTECTION SYSTEMS I 631-665-1035 p. 2 SPRIN.-VER :TENL}IXDRAUI,IC ANALYSIS Page 3 3�A"i�E.,A.S,f�2`3�240i.5.�SP,R;2[VEft�'ERDE'SIGNSzI`FP5�00207..=a EON, .,SQUTI�D�LD, .NY�'002;01FF, S�ID;F.; JOB�..�TITLE- ;� Elemerat�s.- of':Na`�.use ;�"-Sa�thold;��N�Y�.�' d WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL.. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PS'I) SOURCE 68. 0 58. 0 950. 0 67. 6 158 . 9 33,.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 158. 9. GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100. 0 GPM OTHER HOSE STREAM ALLOWANCES 0. 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 58. 9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 8. 0 K= 5 .60L 12.4 19.7 2 8. 0 K= 5 .60 11.5 19.0 3 8. 0 K= 5 .60 13.0 20.2 4 8.0 - - - 14 . 1 - - - 4A 8 .0 - - - - 14 . 3, - - - 5 8 .0 -- - - - 13. 8 - - - 6 -2.0 - - - - 19.5 - - - 7 -2.0 - - - - 20-.0 - - - BOR -5.0 - - - - 22 .2 - - 9 2.5 - - - 19.7 - - - 10 2.5 - - - - 27.7 - - - SOURCE 0.0 SOURCE 33.1 58..9 May 23 2005 2:44PM FIRE PROTECTION SYSTEMS I 631-665-1035 p. 3 SPRtINkfl} R rSYj$=TEM.sIiY2ftAIJLIGxANiLYSIE Page 4 DATE; 5/2:3/�20Q5 SP,RIE KI;ER`zDESIGNS:�FPS;Q0201,- E,ON, �SOUTHOI D, NY,\002.O1FF.sDF c7B�viTITLE Elements _of..Natus:e; ,`SoutholdF, PIPE DATA PIPE TAG Q(GPM) DIA(TN) LENGTH PRESS- END ELEV. HOZ.. PT DISC'. VEL(FPS�) HW(C) (:FT) SUM. NODES (FT) (K) ('PSI) (GPM) FL/FT (PSI) Pipe: 1 -19.0 1 .049 PL, 23:. 62 PF 3. 6 2 8. 0 5 . 6 11. 5 19 .0 7.1 150 FTG 5ET PE 4 .3 6 -2. 0 0.0 19. 5 0 .0 0.078 TL 4'6..29 PV Pipe: 2 -19.3 1..04.9 PL 7.08PF 1 .7 1 8. 0 5 .6 12. 4 19.7 7.3 15.0 FTG 2ET PE 0- 0 4 8. 0 0`.0 14 . 1 0 .,0 0.084 TL 20:..68- PV Pipe: 3 -19.7' 1.38'0 PL 0..83 PF 0..2 4 8. 0 0.0 14.,1 0 .0 4.2 150 FTG' T PE 0`.0 4A 8.0 0 .0 14.3 0 .0 0:022 TL 9. 9.0 PV Pipe: 4 20.2 1.049 PL 2.16 PF 0..8 3 8.0 5 . 6 13. 0' 20 .2' 7.5 150 FTG T` PE 0:.0 5 8.0 0 .0 13.8 0 .0' 0.0$'7 TL 9.72 PV Pipe: 5 -20.2 1.3'80 PL. 12..16 PF 0..5 5 8 .0 0 . 0 13..8 0 .0 _ 4.3 150 FTG T PE 0..0 4A 8 .0 0 . 0 14.3 0.0 0.023 TL 21..23 PV Pipe: 6 -39•. 9 2.0$7' PL 27. B3 PF' 04.8 4A 8 . 0 0 .0 14.3 0 .0 3.8 120 FTG 2ET PE 4.3 6 -2. 0 G.0 19.5 0.0 0.0.17 TL 47. 8 PV Pipe: 7 -58. 9 2. 067 PL 5.72 PF' 0.6 6 -2. 0 0.0 19.5 0.0 5. 6 12.0 FTG: T' PE 0.0 7 -2.0 0 .0 20.0 0 .0 0.035 TL 15. 72 PV Pipe: 8 -58. 9 2.06.7' PL 3, 66 PF 0.8 7 -2.0 0 .0 20.0 0.0 5. 6 120 FTG 2EA PE 1.3 BOR -5.0 0.0 2.2.2 0.0 0..035. Th 23. 66 PSI` Pipe: BOR -58.9 2.067 PL 1.5.00 PF 0.7 BOR -5.0 0.0 22.2 O . D 5.6 140- FTG 2.E' PE. -3:.2 9 2. 5 0.0 19.7 0 .01 0.026 TL 28.30 PV Pipe: 10 FIXED, PRESSURE 14OS'S' DEVICE 10 2.5 0.0 27 .7 0.0 8.0 psi, 58 .9 qpm 9 2. 5 0.0 19.7 0.0 Pipe: 11 -58..9 2.067` PL 135.00 PF 4..3 10 2.5 0.0 27.7 0.0 5. 6 1.40.' FTG. 2'ETO: PE 1..1 SOURCE 0.0 SRCE 33.1 (N/A) O.627 TL 16'2.93 PV May 23 2005 2: 44PM FIRE PROTECTION SYSTEMS 1 631-665-1035 P. 4 �R}ZiVKL{EyR S1�STEM;HYD,RA UaL'�C -`.ANALMS `5, Forge 5 ATEA-;5/23/20°0:5Y SPrRINKI,ER DESIGNS"�FPS00201- -EOt,, S.OUTHQI;;D, NXy\;,0 2-01,TE--SDF� nB TITLE Elements- of+;I+Iature, _Southold, ANY NOTES: (1) Calculations were performed by the HASS 7. 6 computer program under license no. 16091204 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30064 (2) The system has been calculated to p:rovi.de an average imbalance at each node of 0. 010 qpm and. a maximum imbalance at any node of 0.109 g.pm. (3) Total pressure at each node is used, in balancing the system. Maximum water velocity is 7. 5 ft/sec at pipe 4. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 1.049 2 .00 5. 00 2.00 5. 00 6.010. 1. 00. 10..00 10. 00 , 5.00 1.360 3.00 6. 00 2. 00 7..OG 6.00 1. 00 10.00: 10.00 6.00 2.067 5.00 10.00 3.00 11.00 6.0.0 1. 00 10.00 10. 0:0. 10.00 3 ` 01 fti GC O C C WATER SUPPLY ANALYSIS h 1s U 80.0 Static: 68.00 psi Resid: 55.00 psi Flow: O.O gp �F R LEGEND Available pressure 70.0 _ 1 67.63 psi @ 158.9 gpm I3 Al Required pressure `(p 2 33.06 psi @ 158.9 gpm A A. Source Supply Curve ,a T 7 TJ 60,0 "~---- B. System Demand Curve G F ~ R E �, Z 50.0 P ttu ; rr R S40.0 S tn.z tS, Da rn�cn- g `' U R 9 30.0 z-!on , 7 3 �l p 20.0 Y U 0.0 B +t U K; gra; o; -14.7 ? 200 300 400 500 600 700 S00 900 1000 r,.�,,>n FLOW (GPM) tn` 01N WW y JACpeO�� F FIRE PROTECTION SYSTEMS, INC. / r 265 DELAWARENUE BAYSHORE, NY 1706 3583' C>� _ �pROFESSIOt�P�' � HYDRAULIC CALCULATIONS FOR ELEMENTS OF NATURE SOUTHOLD, NY FILE NUMBER: 00201FF DATE: MAY -26, 2005 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Light Hazard - NFPA 13 DENSITY: 0 . 15 gpm/sq. ft. AREA OF APPLICATION: Room Design Method sq. ft. COVERAGE PER SPRINKLER: 168 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 3 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 58 . 9 gpm TOTAL WATER REQUIRED (including hose) : 158 . 9 gpm FLOW AND PRESSURE (@ BOR) : 58 . 9 gpm @ 22 .2 psi SPRINKLER ORIFICE SIZE: 1/2" inch NAME OF CONTRACTOR: HAMPTON FIRE SPRINKLER LTD. DESIGN/LAYOUT BY: ELADIO N. ALVARADO AUTHORITY HAVING JURISDICTION: TOWN OF SOUTHOLD BUILDING DEPT. CONTRACTOR CERTIFICATION NUMBER: CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 16091204 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/26/2005 SPRINKLER DESIGNS\FPS00201- EON, SOUTHOLD, NY\00201FF. SDF JOB TITLE: Elements of Nature, Southold, NY WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ' D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 68 . 0 58 . 0 950 . 0 67 . 6 158 . 9 33 . 1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 158 . 9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100 . 0 GPM OTHER HOSE STREAM ALLOWANCES 0 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 58 . 9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 8 . 0 K= 5 . 60 12 . 4 19. 7 2 8 . 0 K= 5 . 60 11. 5 19. 0 3 8 . 0 K= 5 . 60 13 . 0 20 . 2 4 8 . 0 - - - - 14 . 1 - - - 4A 8 . 0 - - - - 14 . 3 - - - 5 8 . 0 - - - - 13 . 8 - - - 6 -2 . 0 - - - - 19.5 - - - 7 -2 . 0 - - - - 20. 0 - - - BOR -5 . 0 - - - - 22 . 2 - - - 9 2 . 5 - - - - 19. 7 - - 10 2 . 5 - - 27 . 7 - - - SOURCE 0 . 0 SOURCE 33. 1 58 . 9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/26/2005 SPRINKLER DESIGNS\FPS00201- EON, SOUTHOLD, NY\00201FF. SDF JOB TITLE: Elements of Nature, Southold, NY PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -19. 0 1 . 049 PL 23 . 62 PF 3. 6 2 8 . 0 5 . 6 11 . 5 19-0 7 . 1 150 FTG SET PE 4 . 3 6 -2 . 0 0 . 0 19. 5 0 . 0 0 . 078 TL 46. 29 PV Pipe: 2 -19.7 1 . 049 PL 7 . 08 PF 1. 7 1 8 . 0 5 . 6 12 . 4 19. 7 7 .3 150 FTG 2ET PE . 0. 0 4 8 . 0 0 . 0 14 . 1 0. 0 0.084 TL 20. 68 PV Pipe: 3 -19. 7 1 . 380 PL 0 . 83 PF 0.2 4 8 . 0 0 . 0 14 . 1 0. 0 4 .2 150 FTG T PE 0. 0 4A 8 . 0 0 . 0 14 . 3 0. 0 0 . 022 TL 9. 90 PV Pipe: 4 -20 .2 1 . 049 PL 2 . 16 PF , 0. 8 3 8 . 0 5 . 6 13 . 0 20 . 2 7 .5 150 FTG T PE 0 . 0 5 8 . 0 0. 0 13 . 8 0. 0 0. 087 TL 9. 72 PV Pipe: 5 -20.2 1 . 380 PL 12 . 16 PF 0.5 5 8 . 0 0. 0. 13. 8 0 . 0 4 .3 150 FTG T PE 0. 0 4A 8 . 0 0. 0 14 . 3 0. 0 0. 023 TL 21 .23 PV Pipe: 6 -39. 9 2 . 067 PL 27 . 83 PF 0. 8 4A 8 . 0 0 . 0 14 . 3 0. 0 3 .8 120 FTG 2ET PE 4 . 3 6 -2 . 0 0. 0 19. 5 0. 0 0. 017 TL 47 . 83 PV Pipe: 7 -58 . 9 2. 067 PL 5 .72 PF 0. 6 6 -2. 0 0 . 0 19 . 5 0. 0 5 . 6 120 FTG T PE 0. 0 7 -2. 0 0. 0 20.0 0 . 0 0 . 035 TL 15 . 72 PV Pipe: 8 -58 . 9 2 . 067 PL 3 . 66 PF 0. 8 7 -2 . 0 0. 0 20. 0 0. 0 5 . 6 120 FTG 2EA PE 1. 3 BOR -5 . 0 0. 0 22 .2 0. 0 0 . 035 TL 23 . 66 PV Pipe: BOR -58 . 9 2. 067 PL 15 . 00 PF 0. 7 BOR -5 . 0 0. 0 - 22 .2 0. 0 5. 6 140 FTG 2E PE -3. 2 9 2 . 5 0.0 19.7 0. 0 0. 026 TL 28 . 30 PV Pipe: 10 FIXED PRESSURE LOSS DEVICE 10 2. 5 0 . 0 27 . 7 0. 0 8 . 0 psi, 58 . 9 gpm 9 2 . 5 0. 0 19 . 7 0. 0 Pipe : 11 -58 . 9 2 . 067 PL 135 . 00 PF 4 . 3 10 2. 5 0. 0 27 . 7 0. 0 5 . 6 140 FTG 2ETG PE 1. 1 SOURCE 0. 0 SRCE 33. 1 (N/A) 0 . 027 TL 162 . 93 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/26/2005 SPRINKLER DESIGNS\FPS00201- EON, SOUTHOLD, NY\00201FF. SDF JOB TITLE: Elements of Nature, Southold, NY NOTES: (1) Calculations were performed by the HASS 7 . 6 computer program under license no. 16091204 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0. 010 gpm and a maximum imbalance at any node of 0 . 109 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 7 . 5 ft/sec at pipe 4 . (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD. PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 1 . 049 2 . 00 5 . 00 2 . 00 5. 00 6. 00 1 . 00 10. 00 10. 00 ' 5 . 00 1 .380 3. 00 6. 00 2 . 00 7. 00 6. 00 1 . 00 10. 00 10 . 00 6. 00 2 . 067 5 . 00 10 . 00 3. 00 11. 00 6. 00 1. 00 10. 00 10. 00 -10 .00 s d O WATER SUPPLY .ANALYSIS y 80. 0 Static: 68. 00 psi Resid: 58 .00 H p psi Flaw: 9.50. 0 gp y cn LEGEND r CTJ N Available pressure 70. 0 _ 1 67.63 psi @ 158.9 gpm Al Required pressure (D o G 2 33.06 psi @ 158.9 gpm u' (D A A. Source Supply Curve Cn U 60.0 B. System Demand Curve ft t-0 G 0 z to E F n x Fv P50.0 a � z �+ x c d r R E H S 40.0 G-) En S 0 C/) Cn G / H U 2 rf -jM ro N R30.0 N0x E a O F-C N d O ;0 p20.0 ti � H zs n i z 10.0 0 r c Fc H Cn xH O En 0.0 B d z 0 Ili -14.7 O 200 300 400 500 600 700 800 900 1000 ro • a FLOW (GPM) °'`a d (D ro rn OF NEW Y JACo�sR� FIRE PROTECTION SYSTEMS, INC. F'J� 265 DELAWARE AVENUE r BAYSHORE, NY 11 3583' pROFESS10NP�' HYDRAULIC CALCULATIONS FOR ELEMENTS OF NATURE SOUTHOLD, NY FILE NUMBER: 00201FF DATE: MAY 26, 2005 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Light Hazard - NFPA 13 DENSITY: 0 . 15 gpm/sq. ft. AREA OF APPLICATION: Room Design Method sq. ft. COVERAGE PER SPRINKLER: 168 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 3 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 58 . 9 gpm TOTAL WATER REQUIRED (including hose) : 158 . 9 gpm FLOW AND PRESSURE (@ BOR) : 58 . 9 gpm @ 22. 2 psi SPRINKLER ORIFICE SIZE: 1/2" inch NAME OF CONTRACTOR: HAMPTON FIRE SPRINKLER LTD. DESIGN/LAYOUT BY: ELADIO N. ALVARADO AUTHORITY HAVING JURISDICTION: TOWN OF SOUTHOLD BUILDING DEPT. CONTRACTOR CERTIFICATION NUMBER: CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 16091204 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/26/2005 SPRINKLER DESIGNS\FPS00201- EON, SOUTHOLD, NY\00201FF. SDF JOB TITLE: Elements of Nature, Southold, NY WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 68 . 0 58 . 0 950 . 0 67 . 6 158 . 9 33 . 1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 158 . 9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100 . 0 GPM OTHER HOSE STREAM ALLOWANCES 0 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 58 . 9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 8 . 0 K= 5 . 60 12 . 4 19. 7 2 8 . 0 K= 5 . 60 11 . 5 19. 0 3 8 . 0 K= 5 . 60 13. 0 20. 2 4 8 . 0 - - - - 14 . 1 - - - 4A 8 . 0 - - - - 14 . 3 - - - 5 8 . 0 - - - - 13 . 8 - - - 6 -2 . 0 - - - - 19. 5 - - - 7 -2 . 0 - - - - 20. 0 - - - BOR -5 . 0 - - - - 22 .2 - - - 9 2. 5 - - - - 19. 7 - - - 10 2 . 5 - - - - 27 .7 - - - SOURCE 0. 0 SOURCE 33 . 1 58 . 9 a SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/26/2005 SPRINKLER DESIGNS\FPS00201- EON, SOUTHOLD, NY\00201FF.SDF JOB TITLE: Elements of Nature, Southold, NY PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW(C). (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -19. 0 1 . 049 PL 23 . 62 PF 3 . 6 2 8 . 0 5 . 6 11 . 5 19. 0 7 . 1 150 FTG 5ET PE 4 . 3 6 -2 . 0 0 . 0 19. 5 0 . 0 0 . 078 TL 46. 29 PV Pipe: 2 -19 . 7 1 . 049 PL 7 . 08 PF 1 . 7 1 8 . 0 5 . 6 12 . 4 19 . 7 7 . 3 150 FTG 2ET PE 0. 0 4 8 . 0 0 . 0 14 . 1 0. 0 0 . 084 TL 20 . 68 PV Pipe: 3 -19. 7 1 . 380 PL 0 . 83 PF 0. 2 4 8 . 0 0.0 14 . 1 0 . 0 4 .2 150 FTG T PE 0 . 0 4A 8 . 0 0. 0 14 .3 0. 0 0 . 022 TL 9. 90 PV Pipe: 4 -20 . 2 1 . 049 PL 2 . 16 PF 0. 8 3 8 . 0 5 . 6 13 . 0 20. 2 7 .5 150 FTG T PE 0. 0 5 8 . 0 0 . 0 13 . 8 0. 0 0 . 087 TL 9 . 72 PV Pipe: 5 -20 . 2 1 . 380 PL 12 . 16 PF 0. 5 5 8 . 0 0. 0 13 . 8- 0. 0 4 .3 150 FTG T PE 0. 0 4A 8 . 0 0. 0 14 . 3 0 . 0 0 . 023 TL 21 . 23 PV Pipe: 6 -39. 9 2 . 067 PL 27 . 83 PF 0. 8 4A 8 . 0 0 . 0 14 . 3 0. 0 3. 8 120 FTG 2ET PE 4 . 3 6 -2 . 0 0 . 0 19. 5 0. 0 0 . 017 TL 47 . 83 PV Pipe: 7 -58 . 9 2 . 067 PL 5 . 72 PF 0 . 6 6 -2 . 0 0. 0 19 . 5 0. 0 5 . 6 120 FTG T PE 0. 0 7 -2 . 0 0 . 0 20 . 0 0. 0 0 . 035 TL 15 .72 PV Pipe: 8 -58 . 9 2 . 067 PL 3 . 66 PF 0. 8 7 -2 . 0 0. 0 20 . 0 0. 0 5 . 6 120 FTG 2EA PE 1. 3 BOR -5. 0 0. 0 22 . 2 0. 0 0 . 035 TL 23 . 66 PV Pipe: BOR -58 . 9 2 . 067 PL 15 . 00 PF 0. 7 BOR -5. 0 0 . 0 22 .2 0. 0 5 . 6 140 FTG 2E PE -3. 2 - 9 2 . 5 0. 0 19.7 0. 0 0. 026 TL 28 . 30 PV Pipe: 10 FIXED PRESSURE LOSS DEVICE 10 2 . 5 0 . 0 27 . 7 0. 0 8 . 0 psi, 58 . 9 gpm 9 2. 5 0 . 0 19 . 7 0. 0 Pipe : 11 -58 . 9 2 . 067 PL 135 . 00 PF 4 . 3 10 2 . 5 0 . 0 27 .7 0. 0 5 . 6 140 FTG 2ETG PE 1. 1 SOURCE 0. 0 SRCE 33. 1 (N/A) 0.027 TL 162 . 93 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/26/2005 SPRINKLER DESIGNS\FPS00201- EON, SOUTHOLD, NY\00201FF. SDF JOB TITLE: Elements of Nature, Southold, NY NOTES: (1) Calculations were performed by the HASS 7 . 6 computer program under license no. 16091204 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0. 010 gpm and a maximum imbalance at any node of 0 . 109 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 7 .5 ft/sec at pipe 4 . (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD. PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 1 . 049 2 . 00 5 . 00 2 . 00 5 . 00 6. 00 1 . 00 10. 00 10. 00 5. 00 1 .380 3. 00 6. 00 2 . 00 7 . 00 6. 00 1 . 00 10. 00 10 . 00 6. 00 2 . 067 5 .00 10. 00 3. 00 11. 00 6. 00 1. 00 10. 00 10. 00 10 . 00 C4 d 0 > W t3 WATER SUPPLY ANALYSIS y 80.0 Static: 68. 00 psi Resid: 58. 00 psi Flnw: 9.50. 0 gp y cn LEGEND r C+7 N Available pressure 70. 0 _ 1 67.63 psi @ 158.9 gpm M N CD Al Required pressure (DD 0 G 2 33.06 psi @ 158.9 gpm 5 "' A A. Source Supply Curve � to U 60. 0 B. System Demand Curve rt G ~' o z to E . r x 50.0 P a z rt IN R n t� E H S 40.0 tnzk S o to to G / H U 2 rt -1 �] R30.0 Pox E R. O FC N C7 O ,0 ( k C I p20.0 � H S on z . 10.0 0 r � K H W � x H O In ti 0.0 B d z �C 0 O N -14 .7 off 200 300 400 500 600 700 800 900 1000Cn ro • w FLOW (GPM) U `(D U m ro rn REVISIONS: OCCUPANCY OR KITGHEN/BAR 6/26/04 RISER DIG. 6/26/04 Aq NOTED Q USE IS UNLAWFUL EQUIP SCH. 6/26/04 BATE B.P.fI-511` WITHOUT CERTIFICATE OVERLAY. 6/26/04 f / OF OCCUPANCY KITCHEN/BAR b/6/04 -M � RISER D16. 6/6/04 _� n-ss NT AT 7r, .,_ oA a ro , PM FOR THE EQUIP 5GH. 6/6/04 DEP, RTMENT OF HEALTH FC � ' WIfNGIlVSPLCT,ON RU cuIRED FLOOD ZONE . . �. , . cATon ';ao y:- T.S C: • f3 u vcuhEJ COIvcRhfE COMPLY WITH CHAP 2 R, UGH - FRnMING K PLUMBING FLOOD DAMAGE 3, 'I;ULAfION SOUTHOLD TOWN CODE. 4 ! i:,,L - C')''-'P'OTION MUST ,AFFLICATION NOTES 4 SCHEDULES FOR EON B_ c-Mr �I�_ JR Co. . AL1 UBNSTRUGTION SHALL MEET THE ALL E6N9TRUCTIONSHALL RF:]uIRFMENTS OF THE CODES OF NEW MEET THE REQUIREMENTS OF THE A y C YORK S'1"i TE. NOT RESPONSIBLE FOR 90MOENEWYORK STATE. J21JJq uP KITCHEN: DESIGN OR CONSTRUCTION ERRORS. naM *ALL LIGHTING IN FOOD PREP AREAS TO BE SHIELDED WITH SHATTER-PROOF MATERIAL *SPLASH GUARDS TO BE INSTALLED BETWEEN EACH AND ALL SINK AREAS (TYP.) CCP"SLY STATEWITH TOWN CODES *SEPARATE I-COMPARTMENT FOOD PREP SINK W/COUNTER WORK AREA FOR FOOD PREP ONLY F= F J AND CONDITIONS OF *SEPARATE 5-COMPARTMENT SINK W/(2) DRAIN BOARDS TO BE USED FOR WARE WASH ONLY �_ NIS S^ "HU.OTQ'l'NZSA *5 WALL MOUNTED HAND WASH SINKS WITH DISPENSED 50AP AND HAND DRYING FACILITIES LOCATED WITH UNOBSTRUCTED VIEW5 IN FOOD PREP AREA _ cC TdXDI.VNTR'kS RS N -3 m OOD *ALL FSERVICE EQUIPMENT LISTED MEETS NSF STANDARDS N.YS DEQ vm � fLm = TO fir REST ROOMS: ® ® In 1 NOTES *DOORS TO BE SELF CLOSING PLUMBING NOTES ELEGTRI G�cL *AREA TO BE MECHANICALLY VENTED *FLOORS TO BE TILE5 AND WALLS TO BE ii ENAMEL O O *SINKS HAVE MIXING VALVES, SOAP DISPENSERS, HAND DRYING TOWELS I. ALL PLUMBING WORK SHALL BE PERFORMED BY A LICENSED Q ~ I. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED *ONE OR THE TWO RESTROOM5 TO BE ADA COMPLIANT U CONTRACTOR. CONTRACTOR. < PLUMBING: 2. ALL WORK SHALL SHALL FULLY MEET OR EXCEED THE 2 THE ENTIRE ELECTRICAL INSTALLATION SHALL FULLY MEET ALL THE *ALL FOOD RELATED DRAINS SHALL BE INDIRECTLY CONNECTED (AIR GAP) TO WASTE LINE5 REQUIREMENTS OF NATIONAL, STATE, COUNTY, MUNICIPALITY REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, THE NEW YORK STATE BUILDING CODE, AND ALL AS PER EQUIPMENT SCHEDULE LISTED AND OTHER AUTHORITIES HAVING JURISDICTION. ANY WORK NOT SUBJECT OTHER APPLICABLE LOCAL GORES AND ORDINANCES. *ALL NATER SUPPLY AND CONNECTED EQUIPMENT INSTALLED AS TO PREVENT BACK-FLOW TO THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION SHALL BE GOVERNED BY THE NATIONAL PLUMBING CODE AND THE COUNTY 3. THE CONTRACTOR SHALL A55UME ALL RESPONSIBILITY FOR HIS SURFACES: HEALTH DEPARTMENT. WORK AND SHALL GUARANTEE THE WORK OF HIS CONTRACT. *KITHGIEN WALLS TO BE 5TAINLE55 STEEL SURFACES AND WHITE GLO55 ENAMEL SURFACES 3. THE CONTRACTOR SHALL A55UME ALL RESPONSIBILITY FOR HIS 4. THE ELECTRICAL CONTRACTOR SHALL CONSULT AND COOPERATE WITH ALL OTHER *KITCHEN CEILING TO BE WHITE GLOSS ENAMEL SURFACE AND STAINLESS EXHAUST HOOD WORK AND i5HALL GUARANTEE 'THE WORK OF HIS CONTRACT. OVER GOOK LINE AREA TRADES IN OTHER TO AVOID INTERFERENCE DURING INSTALLATION OF *KITCHEN FLOORS TO BE COMMERCIAL GRADE Y4" ARMSTRONG TILES OVER 5/4" PLY SUB FLOOR 4. THE PLUMBING CONTRACTOR SHALL CONSULT AND COOPERATE WITH ALL OTHER Z WIRING EQUIPMENT, ETC *KITCHEN FLOORS IN FOOD PREP, FOOD STORAGE AND TOILET AREAS TO BE COVED AT WALL TRADES IN OTHER TO AVOID IT'TERFERENGE DURING INSTALLATION OF JOINTS FOR EASE OF GLEANING PIPING, EQUIIPMENT, ETC. Q 5. THE EXACT LOCATION OF ALL CONDUITS, PANELS, FIXTURES, ETC *ALL AREA CONSTRUCTED TO BE INSECT AND RODENT-PROOF SHALL BE DETERMINED IN THE FIELD. 5. SANITARY DRAINAGE AND VENT PIPING ABOVE GROUND WITHIN BUILDINGS 6. THE MOUNTING HEIGHT OF ALL RECEPTACLES SHALL BE I'-6" AFF �/ENTIL�4TON: ,® SHALL BE WEB LE55 CAST IRON. LIGHT SWITCHES SHALL BE MOUNTED 4'-0" AFF AND ALL PANELS SHALL *KITCH'EN COOKING AREA TO HAVE 5TAINLE55 STEEL EXHAUST HOOD BE AT 6'-0" AFF TO THE TOP OF THE PANEL UNLE55 OTHERWISE NOTED. WITH SERVICEABLE GREASE FILTERS AND FIRE PROTECTION SYSTEM 6. WATER DISTRIBUTION PIPING WITHIN BUILDING SHALL BE COPPER PIPE OR COPPER TYPE L. *12" OVER HAND AND VENT THRU ROOF OUTSIDE OF AREA 'T. ALL POWER WIRING 5HALL BE COPPER #12 AWG MINIMUM SIZE *ALL CAFE AREA'S TO BE DUCT VENTED THRU BUILDING 7. CONTRACTOR SHALL INSTALL PIPE INSULATION REQUIRED TO MINIMIZE HEAT GAIN SOLID, OR STRANDED #8 AWG OR LARGER AND INSULATED. OUT OF ATTIC EXHAUST FANS AND L055 , AND PREVENT CONDENSATION ON PIPING *SMOKING I5 NOT PERMITTED ANYWHERE ON PREMISES OR PROPERTY 8. ALL ELECTRICAL EQUIPMENT SHALL BE GROUNDED IN FULL ACCORDANCE Z WITH NEC AND LOCAL GORE REQUIREMENTS, AND BE UL LISTED. 8. ALL PLUMBING FIXTURES CONNECTED TO THE SANITARY DRAINAGE SHALL WASTE : BE PROVIDED WITH AN APPROVED P-TRAP. V I z I— LU q. GASH REGISTER, COMMUNICATION WIRING ACTURE 5HALL BE SUPPLIED BY MANUF *GARBA6E STORAGE 15 ENCLOSED AND LOCATED ON SMOOTH BLACK ASPHALT SURFACE LOCATED IN PARKING AREA (SEE 516HT PLAN FOR LOCATION) Q. INSTALLATION OF GAS EQUIPMENT AND PIPING SHALL BE IN ACCORD WITH Z APPLICABLE AMERICAN NATIONAL STANDARDS INSTITUTE AND THE RULE5 AND IL Q 10. ALL WIRING TO EQUIPMENT SHALL BE OF PROPER SIZE AS PER CODESREGULATIONS OF THE LOCAL GAS UTILITY. AND HARD WIRED IF REQUIRED. UTILITY ROOM: n5 Z *SEPARATE ENCLOSED UTILITY ROOM USED FOR MOP SINK, DRYING RACK 10. ANY 5 COMPARTMENT SINKS, FOOD PREP SINKS, REFRIGERATORS, FREEZERS, 11. PROVIDE ONE SMOKE DETECTOR ON EACH FLOOR, INCLUDING BASEMENT. STORAGE FOR ALL CLEANSERS / GLEANING SUPPLIES AND WASHER, ICE MAKERS, SHALL BE AN INDIRECT CONNECTION. DI5H WASHERS u AND IN ALL SLEEPING AREAS, AND ARE TO BE DIRECTLY WIRED DRYER AND RESTRICTED TO OPERATIONS OF ESTABLISHMENT ONLY SHOULD HAVE A DIRECT CONNECT TO A VENTED FLOOR TRAP. TO ELECTRICAL SYSTEM. *NO FOOD RELATED ITEMS TO Be STORED IN UTILITY ROOM z G,AS HOT AA7ER HF_ATER: OU *TANK TYPE COMMERCIAL HOT WATER HEATER AMERICAN STANDARD MODEL D50 165A5 ILLI 80 GAL. CAPACITY, NATURAL 6A5, 165,000 BTU (SEE SPEC SHEET ENCLOSED) —1 *LOCATION IN BASEMENT AREA NEXT TO KITCHEN *FOR RESTAURANT USE ONLY OIL iHOT NA7F_R HEATER: VO *TANK, TYPE COMMERCIAL HOT WATER HEATER - SUPER STORE MODEL 55-60 (SEE aPEC SHEET ENCLOSED) *LOCATION IN BASEMENT AREA NEXT TO KITCHEN DRAWN: JOHN R. *FOR REST ROOMS ONLY SCALE: 1/4"=I'-O" JOB DATE: 3/15/04 SHEET NUMBER: S.C.D.H.S. I OF 4 REVISIONS: KITCHEN/BAR 6/26/04 RISER DIG. 6/26/04 EQUIP SCH. 6/26/04 OVERLAY: 6/26/04 KITCHEN/BAR 8/6/04 RISER DIG. 8/6/04 EQUIP SCH. 8/6/04 � �c.• h7y` FIXTURE ' o, J22339 0 or me.0 —1 F fonvoy Q Ln Q 00 I N J m d M Q M } x z m U �] D X INDIRECT WASTE DETAIL `� ~ o m u w NOT TO SCALE Q C) zo Q z 0 J O 4" VENT THRU SECONDIII O FLOOR ROOF U SECOND FLOOR ROOF L — I z W 2_ - - �� - - - - I Z T,. 12° �2., 12., I2.. �., L.. �,. -r I 1' W � o _ — — �' O0 W _ _ i " �, 2" 12 12 I I I I I I REFRIG FREdZER REF IG WALK IN 2' 12" 12^ 2" d 12" STT�4M I C� 3 COMP RTMENT DISI HAf�D 3 COM ARTMENT CLO HES DIP ER TABL HAND PREP Y / I I 1 MIP WE�L E SIN SIN BAR SINm WA HR SIN SINK J�+' I 1 S NIET I SI K WAS R z FLOOR SERVICE BERBIN SI K �I—I m � 4y� 4� SINKD ICE MAKER I T01 ET DR�IN m '_i_' �I_' `�� I I 0wV —I—' STALLL- LER 1 O F FLOOR FLOOR 2" I- 2" 2" 2" 2" 2" 3" 2" 31• 3" '3" 2" 3" 2" 2" 3" 3" 3" CLEEN OUT 4° 2° 2° CLEEN OUT z W 4" W TO GREASE TRAP TO W AND SEPTIC SYSTEM PLUMBING RISER DIAGRAM SEPTTICIC SYSTEM NOT TO SCALE DRAWN: JOHN R. SCALE: 1/4"=l'-O' JOB 2 DATE: 3/15/04 SHEET NUMBER: A — S. S.C.D.J.S. 4OF4 s 3 _