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HomeMy WebLinkAbout34316-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 11/17/2011 CERTIFICATE OF OCCUPANCY No: 35289 Date: 11/17/2011 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: COMMERCIAL ADDITION 3395 SOUND AVE MATTITUCK, Sec/Block/Lot: 121.-1-1.3 Filed Map No. Lot No. filed in this officed dated dated 12/9/2008 conforms substantially to the Application for Building Permit heretofore 10/16/2008 pursuant to which Building Permit No. 34316 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for winch tins certificate is issued is: additions and alterations, including unfini*hed basement, decks, covered porch and enclosed porch, to an existing winery as applied for. The certificate is issued to Macari, Joseph (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 2/12/10 C 10-08-0009 2/10/10 129808C 2/5/10 ~.~c~Tni~eating FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPA~RTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34316 Z Date DECEMBER 9, 2008 Permission is hereby granted to: MACARI VINEYARD BERGEN AVE P O BOX 2 MATTITUCK,NY 11952 for : BASEMENT A~DDITION TO AN EXISTING VINEYARD AS APPLIED FOR PER PLANNING BOARD APPROVALL ISSUED SEPT. 23, 2008 at premises located at County Taxx Map No. 473889 Section 121 pursuant to application dated OCTOBER Building Inspector to expire on JUNE 3395 SOUND AVE MATTITUCK Block 0001 Lot No. 001.003 16, 2008 and approved by the 9, 2010. Fee $ 498.00 Authorized Signature Rev. 5/8/02 ORIGINAL FEB - 2 ?710 BLDG. DEPT. TOWN OF SOUTHOLD Form No. 6 TOWN 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 Underwritem 4. Sworn statement from plumber certifying that the solder nsed in system contains less than 2/10 o£ 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. n6. Submit Planning Board Approval of completed site plan requiremems. B.,i For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: t. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 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 $25.013, 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 - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: I '~L~ House No. Owner or Owners of Property: Suffolk CountyTax Map No 10013, Section Old or Pre-existing Building: Street Subdivision Permit No. ~q % I ~ ~ DateofPermit. q lq]OoP Date. ~V~ I/- ~ ZO~ 0 '// (check one) H~let Block I Lot Filed Map. Lot: Applicant: ~ hlq t~¢C"r(,c o' Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~ c~ Underwriters Approval: Final Certificate: / V (check one) Applicant Signature Issue Date 2/5/2010 Electrical Inspection Certificate Electrical Inspection Service, Inc. Application Number 375 Dunton Avenue 129808C East Patchogue, NewYork 11772 (631) 286-6642 Issued To: MacariVineyards Street: 3395 Sound Avenue Village: Mattituck Zip: Section: Block: Lot: Contractor: G. J. S. Electric4L) (cc) 11952 Town: Southhold Lic. # 4839-E Was examined and found to be in compliance with the National Electrical Code. Commercial Residential _ NVDefects ~- Pool X lstFIoor ~ indoor x Basement ~ HotTub ; Der. Garage ~- Attic ~ 2nd Floor ~ Outdoor X Addition ~ Survey Switches 17 Dishwasher 1/60a Furnace 1 Meter Amps Receptacles Fixtures GFI Heaters A/C Fans 48 124 15 5 1 Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1 Gas Oil Gas Circulators Smoke Detector Bell Transformer X Phase UG/OH Jacuzzi Television CO Detector Bldg. Permit: Other Equipment 16 Exit/Emergency/1-20 amp Circuit/ 8-Lighting Circuit Feeds/100' Cove Lighting 1-8' Track/1-Co2 Exhaust Fan Disc. 30 amp/ >_-50 A/C Disc./2-30 amp Disc./1-40 amp ~)isc./4-20 amp Air Handler Disc./2-60 amp Subpanel/2-100 amp Subpanel Hugo S. Surdi President Rough Inspection: 08/19/2009 Ins r: ~ ~ M On Inspector: John Mc Mahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (63I) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this d.ay of ~v~:(~ , 20 Notary Public, ~4//~0/}~County TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: DATE ~'"' }, /~l~ I (9 ~ iNSPECTOR //~2' TOWN OF SOUTHOLD BUILDING DEPT, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG.  [ ] INSULATION , [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONS~UCTION [ ] FIRE RESISTANT PENETRATION REMARKS: /~//.~ /~.0_/~_ 0/~ ~~ ,,,~ ~,~~-~~ · - - ~~'~. DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL ].~NDATION 2ND FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [~ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR /~'~-- ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [,,~ INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTAfn' CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: INSPECTOR___~'~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: [ ] ROUGH PLBG. [ ]INSULATION [ ]FINAL [ ]FIRE SAFETY INSPECTION ~..FIRE RESISTANT PENETRATION DATE /(~- ~ ~ 0~ INSPECTOR '~, '~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR_~~' ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ]~UGH PLBG. [//]~ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESIST~I' CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]~I~H PLBG. [ ,~ INSULATION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION REMARKS: [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS~JLATION [ ] FRAMING/STRAPPING [~j~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY IHSPECllON [ ] FI~REmS'rAm'~ [ ] RnEREmSl'ANTPF. NETRATION REMARKS: DATE / INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING I ] FINAL [ ] FIREPLACE & CHIMNEY ~/FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: INSPECTOR DATE /{- J~ // 10-02-11 Follow-up 1. Occupancy Loads a. Tasting Room #1 - 96 b. Tasting Room #2 - 105 c. VIP Room - 57 d. Certificates to be posted 2. Emergency Lights- OK 3. Exit Signs & Notice signs - OK 4. Fire sprinkler & Alarm Test (Dry System) a. Low Air Alarm - OK b. Water flow sensor- OK c. Anti-tamper needs a separate line and test d. Hydrostatic Test still required Fire sprinkler plans & cut sheets required Fire alarm plans & cut sheets required R Fisher 63~-7~-~8o2x~o28 SOUTHOLD TOWN FIRE INSPECTOR robert.fisher@towmsouthold.ny.us Page -- NOTES ~~ ESTABLISHMENT DATE COMMENT FireNotes TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL:- (631)765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined ,20 Approved ,20__ Disapproved a/c Expiration 20__ PERMIT NO. ~ ~/ ) lb "~ FEB 26 /B~uilding Inspector BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey. Cheek Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS a. This apphcation MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any propose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months atter the date of ~ssuance 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. Thereatier, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing cod~, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, ifa corporation) (Mailing address of applicant) I ~{ 31 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~r)~Cce_~'x ~ ,rxe~c~:b_.~ (As on th~ roll or latest d~) If appli~t is a ~orKfio~ of 4~y authofiz~ offi~ ~e ~d ~fle~o~ffi~r) g ~ - ' B~ld~ Liege No. ~2~ qcic~ ~ Plmb~ Li~se No. {5~ ~ ~ Elec~ci~ License No. (~d ~ [e c~cxi~ O~er T~e's Li~e No. Location of land on which proposed work will be done: House Number Street Hamlet CountyTax Map No. 1000 Section Subdivision (Name) Block I Filed Map No. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~ t ~q o~ &~-3 ][j ! i,~ e (-i ~ b. Intended use and occupancy ,~'(3~- Cf~g- 4. Estimated Cost "~(~q3 5. If dwelling~ number of dwelling units If garage, number of cars 6. If business, commercial or mixed occupanc 7. Dimensions of existing structures, if any: Front Height L~' Number of Stories Nature of work (check which applicable): New Building. Addition Repair Removal Demolition Other Work ~/ Alteration (Description) paid on filing this application) Dimensions of same structure with alterations or additions: Front 2- 0'-,3 Depth c[ (~ Height. 2. ~r ' Number of Stories [ 8. Dimensions of entire new construction: Front -7 c~ Rear Z, ~ © .Depth Height 2.~ Number of Stories I Rear 9. Size of lot: Front ;)- \ q, Rear ~2c) Depth 10. Date of Purchase Name of Former Owner I 1. Zone or use district in which premises are situated 12. Does proposed constzuction violate any zoning law, ordinance or regulation? YES __ NO ~× 13. Will lot be re-graded? YES__ NO__Will excess fill be moved from premises? YES __ NO X 14. Names of Owner of premises--25~c q~c~cx~-; Address ~e,~ ~ ~_ .l~cc~ d~4~hone No. NameofArchitect~ctm~ ~k~c. L0.~\c~ Address 260~te,"OC. ~ PhoneNo · Name ofContractor~0v, c~ ~-~a'~ (3~ctt~r ~ Address i3.~00,dr~00v~_{)r' Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x~ · IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE,REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO w/ · 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 ~, ~,-x i-~, X ~{- ~.&rx~ berg dry swo~ d~s~ ~d ~ys ~t (s)be ~ ~e appli~m ~me of ~dml si~ng con~c0 ~ve (s)m is me (Conm~or, Agmt, Co~mte Office, ~c.) 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 tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this I~- ~ Notary Pul[llc I of Applicant TOWN OF SOU. THOLD BUILDING DI~PARTMENT TOWN4IALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined ,20 PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the fbllowing, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration ,20 Building Inspector ~-~ ,[~ ~ ~ I ~ ~ ~PLICATION FOR BUILDING PERMIT INSTRUCTIONS etely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of a~, accu?0_ .~.,~..~tt~ scale. Fe.,i according to schedule. ,~rlc,t p!~n z.; .... ~g locauon ot 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 belbre issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within i 8 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 lbr removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) ! I ~:{-~- State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~:~meO- ~/,,, (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. Location of land on which proposed, work will be done: House Number Street Hamlet County Tax Map No. 1000 Section l ~'' / Block 0 / Subdivisio~ ~iled Map No. Lot (~:)C~) l- ~ Lot State existing use and occupancy of premises and intended use and occupancy of proposed constructi0rf: , a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars Fee Addition \// Alteration Other Work F'i~_.St~/ (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ce ~motc~ ,g- 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear .Depth Dimensions of same structure with alterations or additions: Front Depth Height. Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of Stories Rear Depth 9. Sizeoflot: 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 Name of Architect Name of Contractor Address Phone No. Address Phone No Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet 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. 18. Are there any covenants and restrictions with respect to this property? * YES __ · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH (S)He is the Not~ry Public.State of New York (Contractor, Agent, Corporate Officer, etc.) Quaiif~rfi'§~f~l~unty ,-~ Commission Expires April 14, 20 I~ 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 tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ~Ck-'~ day of ~{'"~o~r 20 ~ ~) Notary Public Signature of Applicant TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined ,20 Approved Disapproved a/c ,20 Expiration ,20__ sets ot s~b~t0nn to s~ale. 1 b. Plot p~ areas, and waterways. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, betbre applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.SD.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: Building Inspector 'LICATION FOR BUILDING PERMIT Date INSTRUCTIONS ,20/o etely filled in by typewriter or in ink and submitted to the Building Inspector with 4 ee according to schedule. ~t and of buildings on premises, relationship to adjoinmg premises or public streets or 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 lbr inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. "(Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed)  ,}~/~.,~r.,t.icant isa cDrporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy Repair Removal 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars Nature of work (check which applicable): New Building Demolition Fee Addition Alteration Other Work /5f?¥ %.-,e~z¢~ ~'/ ~ (DesenpUon) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear _Depth Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of Stories Rear Depth 9. Sizeoflot: 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 Name of Architect Name of Contractor Address Phone No. Address Phone No Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO 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. 18. Are there any covenants and restrictions with respect to this property? * YES · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) SS: COUNTY OF ) ./~./~F,t' .~.~./;./',~r- being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, C0~NI[ D. ~1~ ~ N~, ~ic, ~te ~ N~, (contr~tor, Agent, Co.orate 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 applicatiou; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ~l-~c4'x~yr%~day°f ~~ Notary Public Signature of Applicant TGWN OF SOUTHOLD ~ ~UILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined ,20 Approved ._ ,20 Disapproved a,c Expiration ,20 9 PERMIT NO. BUILDING PERMIT APPLICATtt~,. Do you have or need the following, before Board of Health 4 sets of Building Plans Planning Board approval Survez Check Septic Form N.Y.S.D.E.C. Trustees Storm-Water Assessment Form Contact: Mail to: Building Inspector APPLICATION FOR BUILDING pi ', MIT )ate INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink ~bmitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relatb~ ,ip to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced befop :ncc of Building Pemfit. d. Upon approval of this application, the Building Inspector will issue ,iding Permit to Ire applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance ora Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suftblk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ,.,~ (S~ot~a~plicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~¥')¥~ C~/¥p__-~. 'NS,] 1 N~-'-'q4 ¢z-lD 9 (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: / /- /. 55 House Number Street County Tax Map No. 1000 Section Subdivision (Name) Hamlet BIoc Lot Lot .md occupancy of premises and intended use and occupancy of proposed construction: ¥%'"' .g use and occupancy Intended use and occupancy 3. Nature of work (check which applicable): New Building. Repair Removal Demolition 4. Estimated Cost 5. If dwelling, number of dwelling units Fee Addition Alteration Other Work ~_.c_2x_. ~OO7 T')O ~ (Description) (To be paid on filing this application) 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. Ca 7. Dimensions of existing Structures, if any: Front .~,o Rear ~_~.,a,e.> Depth Height ¢.'-D f Number of Stories Dimensions of same structure with alterations or additions: Front Depth ~ ~ Height. ~ o Rear '2~ ~ Number of Stories I 8. Dimensions of entire new construction: Front ~Z-° ~ Rear Height ~2~'~ Number of Stories 9. Size of lot: Front '2.'~ "] Rear ~'~2_..e.--~ Depth 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~xr- 13. Will lot be re-graded? YES NO ~X~ Will excess fill be removed from premises? YES __ NO )~ 14. Names of Owner ofpremises~o'"~-/l~ptc..~o-,-'W.- Address (~o~-~,-,) {;}',/~-- Phone No. NameofArchitect -..~am~--'-~- 13~,~:,z'~o¢=~"Address Ct-°~c~q-Oz~'P-:- PhoneNo G'5I W'Tq 9~¢'~ Name of Contractor Address Phone No. within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ~ 1 5 a. Is this property * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE 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. and restrictions with respect to this property? * YES NO _~ 1 8. Are there any covenants · IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF ~ut ~--ol }tS: 3 g~.~S ~. '~.o,'i(O ~.~',- being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (?1~ IC¢~-~0 V-- (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perforn~ or have performed the said work and to make and file tNs application; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this I q day of '~c--e.~0oe~~- 20 0"4- '.] Notary Publ~ S ig~t t~eXlo f~'App lic ant N S 111E DATA TOTAL AREA = 24D?f'/5 50. FT. OR 5.&4&E~ AC. EXI~TtNE~ RETAIL EXIGTIN~INI2U~T~IAL (~INE h4AK. IN~) SUB-TOTAL = ;2200 ~G. = ell& ~, FT. = IODl~ 5(2. PT. NE~I ENCLOSED POf~CH #1 NE~ ENCLOSED POf~CH #2 OUI~-TOTAL TOTAL I~UILDIN~ AREA = 12ID ~. FT. = ~-/~ 5~. FT. = 64~ ¢~. FT. = 1411 ~GL F:T. 424-/ 9G. FT. 14~ ~. FT. t~UILI21N~ COVERAGE = 14,~&D ~(2. FT. / 245,q-/5 ~2L FT. OR 5.~2% NE~I OPEN VERTIC~AL DATUM ZONIN~ U~ DI&TRICT NOTtE = MAC AI~..I tDERCEN AVENUE P.O. BOX 2 1'4AT'f'ITLIOK, NEPI YORK IIqD2 = N~VI2 (N~¢L Iq2~r) ?/~..~d~¢~ ARE ACCE?TED, (SEE CONDITIONS ON RB$OLUTIOF0 APPROVED BY ~'-~ ~ TO% OF $OU11tOLD PLANI~I'IG ', 6/ ~ development pl~l be v~id fi a pedod of tM'~ (3) ye~s Dom &e date of npproval ~ ~ coo~ section 100-255. PLANNING BOARD MEMBERS MARTIN H. SIDOR Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III DONALD J. WILCENSKI PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cot. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 November 1,2011 Ms. Linda Bertani 1380 Oakwood Drive Southold, NY 11971 Re~ Final Site Inspection for the Site Plan of Macari Vineyards & Winery, LTD 150 Bergen Avenue, Mattituck SCTM#: 1000-121.- 1 - 1.3 Dear Ms. Bertani: The Planning Board, at their October 31,2011 work session, found that the requirements made in the letter dated September 13,2011 have been completed and the site is now in conformance with the approved site plan. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process do not hesitate to call this office. Sincerely, , Martin H. Sidor Chairman Cc: Planning Board Heather Lanza, Planning Director Michael Verity, Chief Building Inspector Jamie Richter, Town Engineer PLANNING BOARD MEMBERS MARTIN H. $1DOR Chair WILLIAM J. CREMERS KENNETH L, EDWARDS JAMES H. RICH III DONALD J. WILCENSKI MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY September 13, 2011 Abigail A. Wickham, Esq. P.O. Box 1424 Mattituck, NY 11952 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Telephone: 631 765-1938 Fax:.631 765-3136 Final Site Inspection for Macari Vineyards Site Plan SCTM#1000-121-1-1.3 Dear Ms. Wickham: As you are aware, we conducted a visit to the site re~erenced above on September, 2011 for the purpOse-of a final inspection prior to a Certificate of Occupancy being ~ issued by the Building Department. The Planning Board reviewed the site inspection results at their September 12, 2011 Work Session. While the site work appeared to have met all the requirements of the site plan approval, we must withhold our approval of the final site inspection until the following is received: 1. Please submit a drainage affidavit from a licensed engineer to ensure that what was constructed on site strictly meets or surpasses the drainage requirements and design approved by the Planning Board and Town Engineer according to Chapter 236 for Storm Water Management. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office. Very truly yours, Brian ^. Cummings Planner CC: Michael Verity, Building Department James Richter, Office of the Town Engineer John Bertani Tow___ _n of old __ South Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: $.C.T.M. #: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF ~ STORM-WATER~ GRADING; DRAINAGE AND EROSION CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YOSK, item Number: (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) yes N~o 1 Will this Project Retain AIl Storm-Water Run-Off Geoarated by a Two (2") Inch Rainfall on Site? (This item will include all mn. off created by site cleadng and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) 2 Do~s the Site Plan and/or Survey Show All Proposed Drathage Structures Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WatenClowi 3 Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural Existing Grade Involving reore than 200 Cubic Yards of Material with n any Parcel? 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of ~ Five Thousand (5,000) Square Feet of Ground Surface? 5 Is there a Natural Water Course Runnthg through the Stie? r~ .. is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of YeS'cai Rise to One Hundred (100') of Horizontal Distance? r~ 7 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town Hght-of-way? 8 will this Project Require the Placement of Matedal; Removal of Vegetation and/or the Construction of r-~ ~// any Item within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercourse? r.~ / NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm.Water, Grading, Drainage & Erosion Control Plan ts Required and Must be Submitted for Review Prior to Issuance of Any Building Permitt EXEMPTION: Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question, a Storm-Watar, Gradthg, Drainage & Erosion Control Plan is NOT Requlredl That I And that be/sbe is the ...~ ................................................................................................................................ (Owner, Contractor, Agent, Corporate Officer, elc.) Owner and/or representative of the Owner of Owner's, and is duly authorized to perform or have performed the said work and m make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; ............... .............. - - ~<~' 'o CK~TOT. qualified Ig~001k Countv ,-'~' ~of~,,~.t) JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattimck, N.Y. 11952 (631) 298-7116 Date: To: Re: October 7, 2008 Town of Southold Building Dept. Energy Code Macari Vineyards Bergen Ave. Mattimck, NY 11952 To Whom It May Concern: I Certify that The Addition to the existing winery structure will meet or exceed the Latest New York State Energy Consevation Code. Any other questions please call. 'Sincerely Ja~J' .~rk°ski YOUNG & YOUNG 400 Ostrander Avenue Riverhead, New York 11901 Telephone 631-727-2303 Facsimde 631-727-0144 admin@youngengineering, com HOWARD W. YOUNG, Land Surveyor THOMAS C WOLPERT, Professional Engineer ROBERT C. TAST, Architect DO UG[~4S E. ADA2~S, Professional Engineer April 15 Mr..loseph Macari Macari Vineyards P.O. Box 2 Mattituck, New York 11952 RE: Winery Addition I~IACARI VINEYARDS at Mattituck, T/O Southold, New York (08-0187) 2009 APR 1 5 2009 BLDG. DEPT. TOWN OF SOUTHOLO Dear Mr. Macari: Enclosed are two (2) prints of the Water Supply & Sewage Disposal Plan (Sheet ! of 2) last dated March 3, 2009 bearing the SCDHS stamp of approval dated April 14, 2009, for your use. Also enclosed is the SCDHS Permit including Conditions for Obtaining Final Approval of Constructed Project (WWM-016). Kindly notify us when construction of the proposed water supply and sewage disposal facilities have been constructed so that we may complete the as-built plan required for obtaining final approval. If you have any questions, please contact us. Very truly yours, Thomas C. Wolpert TCW/mal Encl. cc: Gall Wickham, Esq. + Encl. + ! Copy of Print Planning Engineering Land Surveying, Architecture Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631 ) 765-1802 Fax (631 ) 765-9502 September 16, 2011 BUILDING DEPARTMENT TOWN OF SOUTHOLD John Bertani Builders 1380 Oakwood Dr Southold, NY 11971 Re: Macari Vineyards - 3395 Sound Ave., Mattituck TO WHOM IT MAY CONCERN: The Following Item(s) Are Needed To Complete Your Certificate of Occupancy: __ Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (~fee of $50.00. - Check enclosed (outdated) __ Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees #765-1892) ~/ Final Planning Board Approval. __ Final Fire Inspection from Fire Marshall. - Bob Fisher __ Final Landmark Preservation approval. BUILDING PERMIT: 34316 - Basement Addtion OWNER TOWN OF SOUTHOLD PROPERTY RECORD CARD STREET LAND ~c~, TYPE OF BLD. IMP. TOTAL PROP. CLASS DATE ,.,/1/2 TILLABLE WOODLAND MEADOWLAND HOUSE/LOT TOTAL dO00strander Avenue River,%ad, New York 1190! Telephone 631-727-2303 Facsimile 631-727-0144 admin ~oungengineering. com HOWARD W. YOUNG, Land Surveyor THOMAS C. WOLPERT, Professional Engineer ROBERT C. TAST, Architect DOUGL4S E. ADAMS, Professional Engineer November 21, 2008 VIA FAX & REGULAR MAIL ATTN: Mr. Michael Verity Town of Southold Building Department 53095 Main Road P.O. Box 1179 Southold, New York 11971 RE: Winery Addition MACARI VINEYARDS at Mattituck, Town of Southold (08-0187) Dear Mr. Verity: Please be advised that the existing sewage disposal systems are sufficient to serve the winery while the building addition is constructed. Enclosed is a copy of a portion of the Water Supply & Sewage Disposal Plan (Sheet 1 of 1) dated August 14, 2008, for reference. If you have any questions regarding this matter, please contact us. Very truly yours, Thomas C. Wolpert TCW/dc Encl. CC: Mr. Joseph Macari Ms. Gail Wickham, Esq. + Encl. + Encl. Planning Engineering Land Surveying Architecture 06 TEDT HOLE DATA 0.0' TOP~O I L (OH) i.D~ LOAMY SANID ~ ®P-.AVEL lO.O' ~LAY (~) II.O' ~AN~ ~ (~) I~.O' DUt~Vb-YO~.'~ (.,Et~TIt= IC, ATION · I ~-~1:i~I~ BY ~i~TIF'f' THAT THI~, HAP ~ F~,~PAI~4~I2' I, JTILIZIN~ ~DOUNDA~.'i" AND TOf~O6t~A~'HIC~AL. .GI~VEY5 MAIDtE tD'f' L~ ANID/O~ LJNIDE-~ 01.~. I211~-~GTION. HOHAt~..D I",i. ¥OUNr~, N.Y.5. L.5. NO. Ytl Nt~t~Y' ADDITION MAC,,At I VINt=Y'At D c2t Nlc~f.f. it:uik, Town o~: Dour, hold 5u~olk Ooun~, Ne~ York Count:~ Tc~x t,,fc~p District I000 Se0tlon 121 e,ook OI Lot Ol.D [ I~IATE~. SUPPLY t 5E~ADE DISPOSAL ] AMi. 14, 200¢ f~.~corcf o~ ~,¢vi~ion¢ DATE 40 0 20 4-0 ~ I I I I 5cmla: I" : 40' NO. Pkl~, cl¢O&¢4_2OO¢_Ol~;-/_~l~e_lplc2n I OF= I DANITAR¥ P~DI~N ¢_.,~,ITEt~.IA ~. C, ALC, ULATIOND D~1,.Gl'r"r' GALGULATION EXIDTIN~ ~NEi~kL INIDU~'T'~IAL (~INE MAK. ING) ,DD'~4 .~.t=. @ 0.04 ~F:~/D.F:. -- D33 ~PD EXI,~TIN~ kIET ~TORtD (hlNB TACTINe ~ DALED) 22D,~ 5,F. @ O JO ~F~/D.F. = 228 CPD ADDITION TO P~T 5TOF~E (YtfNE TADTING ~ 5ALl,D) 2200 5.F. @ O.IO ¢PD/5.F. = 220 CPD TOTAL ~EN5ITY =IDOD i::::~'DI~N GALGULATION~ - DANITA~Y D¥-GTL=H A ~XISTIN~ ~T ~TO~ (~1~ TA~TIN~ ~ ~ALE~) ~2~ ~.~. ~ O.IO ~/~.~. = 22~ ~ ADDITION TO ~T 5TO~ (~INE TASTIN~ ~ 5~E5) 2200 5.~. ~ O.IO DPD/5.F. = 220 CENE~ INertIAL (~TORA~E) &4D 5.D. ¢ 0.04 ~/5.~. = 28 TOTAL FLOW .Gt~PTIG TANK 4"72 G'PD x 2 IDAY'~ TANK. IO' I2IA. x D' LI(2UID DEPTH L.t~AOHIN¢ REG. 4'?2 GPI2 / I.D ~F12/5.t=. UDE 3 F:'OOL.~, ~,' PlA. x 12' = 1444 r~AL. = 2DOO ~AL. = &48 = qO0 IDE--SI~N GALGULATIONG - ~ANITAIR. Y 5Y~T~H GENERAL INDIJDTRIAL (i~IIN:E I','IAKIN5 ¢324 5.F. ¢ 0.04 CPD/5.F. .Gt~PTI C.. TANK REG. 333 CF'D x 2. USE I TANK. 51121A. x 4' LI(2UID DEPTH L.~AOHIN¢ REG.D33 ~PID / I.D ~PD/D.F. USE ~ FOOL = ,~,&& CAL. = 12OO ®AL. 222 300 5.F.5.~I.A. DANITAI~¥ COMcheck Software Versi.on 3.6.0 Envelope Comphance Certificate 2007 New York Energy Conservation Construction Code Section 1: Project Information Project Type: Addition Project Title: Construction Site: Owner/Agent: Macad Vinyards Designer/Contractor: James Deen~oski 298-7116 Section 2: General Information Building Location (for weather data): Suffolk, New York Climate Zone: 1'lb Heating Degree Days (base 65 degrees F): 5750 Cooling Degree Days (base 65 degrees F): 7t 5 Vertical Glazing / Wall Ama Pct.: 33% Bulldtaa Tvoe Other Section 3: Requirements Checklist Climate-Specific Requirements: Component Name/Description Floor Area 2254 Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factor Floor 1: Ali-Wood Joist/'rmss Roof 1: All-Wood JoistJRafter/Truss Extedor Wall 1: Wood Frame, Any Spacing Door 1: Glass (> 50% glazing), Clear, SHGC 0.35 2254 30.0 0.0 0.033 0.055 2254 30.0 0,0 0.035 0.059 1224 19,0 0.0 0.068 0.090 400 -- -- 0.350 0.598 (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: [] 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. [] 2. Windows, doom, and skylights certified as meeting leakage requirements. [] 3. Component R-values & U-factore labeled as certified. [] 4. insulation instal{ed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. [] 5. Fireplacas installed with tight fitting non-combustible fireplace doors. [] 6. Stair, elevator shaft vents, and other dampers integrel to the building envelope are equipped w~th motorized dampers. C} 7. Cargo doors and loading dock doors are weather sea~ed. [] 8. Recessed lighting fixtures are: (i) Type lC rated and sealed or gasketed; or (ii) installed inside an appropriate air-tight assembly with a 0.5 inch c~earanca from combustible matedals and w~th 3 inches dearanca from insulation material. [] 9. Vapor retarder installed. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other celculations submi,tted with this permit application. The proposed envelopa system has been designed to meet the 2007 New York Energy Conservation Construction Code requirements in COMcheck Version 3.6.0 and to comply with the mandatory requirements in the Requirements Checklist. When a R~gistered Design Professional has stamped and ~sig~d this page, they are attesting that to the professional judgment, such plans or specifications are in c~pl~ce with this Code. best of his/her knowledge, belief, and Date COMcheck Software Versi.on 3.6.0 Envelope Comphance Certificate 2007 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title: Macari Vineyards Construction Site: Bergen Ave Mattituck, NY 11952 Owner/Agent: Designer/Contractor: Section 2: General Information Building Location (for weather data): Suffolk, New York Climate Zone: 1 lb Heating Degree Days (base 65 degrees F): 5750 Cooling Degree Days (base 65 degrees F): 715 Vertical Glazing / Wall Area Pct: 17% _Buildina Type Convention, Conference or Meeting Center _Floor Area 3608 Section 3: Requirements Checklist Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factor Roof I: Ail-Wood Joist/Rafter/Truss 3608 300 0.0 0.035 0.059 Exterior Wall 1: Wood Frame, Any Spacing 3806 190 00 0068 0090 Window 1: Wood Frame:Double Pane with Low-E, Clear, SHGC 48 ...... 0.340 0598 0 32 Door 1: Solid (<= 50% glazing) 30 ...... 0.290 0~142 Door 2: Glass (> 50% glazing), Clear, SHGC 0.32 595 ...... 0.340 0,598 Floor 1: All-Wood JoisUTruss 2808 190 0.0 0.049 0.055 (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: ~1 1, All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed, [] 2. Windows, doors, and skylights certified as meeting leakage requirements, [] 3. Component R-values & U-factors labeled as certified. [] 4. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation, [] 5. Fireplaces installed with tight fitting non-combustible fireplace doors [] 6. Stair, elevator shaft vents, and other dampers integral to the building envelope are equipped with motorized dampers, ~1 7. Cargo doors and loading dock doom are weather sealed, ~1 8. Recessed lighting fixtures are: (i) Type lC rated and sealed or gasketed; or (ii) installed inside an appropriate air-tight assembly with a 0,5 inch clearance from combustible materials and with 3 inches clearance from insulation material. [] 9. Vapor retarder installed Section 4: Compliance Statement Project Title: Macari Vineyards Report date: 03/15/09 Data fllename: Untitled cck Page 1 of 7 Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application, The proposed envelope system has been designed to meet the 2007 New York Energy Conservation Construction Code requirements in COMcheck Version 36.0 and to comply with the mandatory requirements in the Requirements Checklist When a Registered Design Professional has stamped and sign~J~s page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in comp~anc~,,with this Code, Name- Title Signatur~ ~%~--'~,~ Date / Project Title: Macad Vineyards Report date: 03115/09 Data filename: Untitled.cck Page 2 of 7 COMcheck Software Version 3.6.0 Interior Lighting and Power Compliance Certificate 2007 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title: Macad Vineyards Construction Site: OwneflAgent: DesigneflContractor: Bergen Ave Mattitack, NY 11952 Section 2: General Information Building Use Description by: Buildina T.vJ~9 Floor Area_ Convention, Conference or Meeting Center 3608 Section 3: Requirements Checklist Interior Lighting: [] 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Wafts Proposed Watts Complies 4330 0 YES [] 2. Exit signs 5 Watts or less per side Exterior Lighting: I~ 3. Efficacy greater than 45 lumensNV Exceptions: Specialized lighting highlighting features of histodc buildings; signage; safety or security lighting; Iow-voltage landscape lighting. Controls, Switching, and Wiring: [] 4. Independent controls for each space (switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated, Lighting in stairways or corridors that are elements of the means of egress, [] 5 Master switch at entry to hotel/motel guest room, ~1 6. Individual dwelling units separately metered [] 7. Each space provided with a manual control to provide uniform light reduction by at least 50%. Exceptions: Only one luminaire in space; An occupant-sensing device controls the area; The area is a corridor, storeroom, restroom, public lobby or guest mom; Areas that use less than 0,6 Watts/sq.g. [] 8. Automatic lighting shutoff control in buildings larger than 5,000 sqft, Exceptions: Areas with only one luminaire, corridors, storerooms, restrooms, or public lobbies [] 9, Photocell/astronomical time switch on exterior lights, Exceptions: Project Title: Macari Vineyards Report date: 03/15/09 Data filename: Untitled,cck __ Page 3 of 7 Lighting intended for 24 hour use [] 10.Tandem wired one-lamp and three-lamp ballasted ~uminaires (No single-lamp ballasts) Exceptions: Electronic high-frequency ballasts; Luminaires on emergency circuits or with no available pair [] 11.Transformers meet minimum efficiencies listed in Table 805.8 1 or 80562 Project Title: Macari Vineyards Report date: 03/15/09 Data filename: Untitled.cck Page 4 of 7 COMcheck Software Version 3.6.0 Interior Lighting Application Worksheet 2007 New York Energy Conservation Construction Code Section 1: Allowed Lighting Power Calculation A B C D Floor Area Allowed Allowed Watts Watts I ft2 Convention, Conference or Meeting Center 3608 1.2 4330 Total Allowed Watts = 4330 Section 2: Proposed Lighting Power Calculation A B C D E Fixture ID: Description / Lamp / Wattage Per Lamp I Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Convention, Conference or Meeting Center (3608 sq.ft.) Total Proposed Wafts = 0 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Proposed Watts is greater than or equal to zero, the building complies Total Allowed Watts = 4330 Total Proposed Watts = 0 Project Compliance = 4330 Project Title: Macari Vineyards Report date: 03/15/09 Data filename: Unti6ed.cck Page 6 of 7 COMcheck Software Version 3.6.0 Mechanical Compliance Certificate 2007 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title: Macari Vineyards Construction Site: Bergen Ave Mattituck, NY 11952 Owner/Agent: Designer/Contractor: Section 2: General Information Building Location (for weather data): Suffolk, New York Climate Zone: 11 b Heating Degree Days (base 65 degrees F): 5750 CooPing Degree Days (base 65 degrees F): 715 Section 3: Mechanical Systems List Quantity ~Lstem Tvoe & Descriqtio. n Section 4: Requirements Checklist Project Title: Macad Vineyards Report date: 03/15/09 Data fllename: Untitled.cck Page 6 of 7 COMcheck Software Version 3.6.0 Mechanical Requirements Description 2007 New York Energy Conservation Construction Code Project Title: Macari Vineyards Repot[ date: 03/15/09 Data filename: Untitled,cck Page ? of 7 ProTex II L1600 SYSTEM GAS VALVE X NEVV~__ NEW EXISTING EXISTING x .L3000 L4600 PIPING MATERIAL BLACK PIPE L6000 SUPPLY PIPE SIZE 3/8" BRANCH PIPE SIZE GAS VALVE TYPE MECH SIZE ~ BRAND DETECTOR TEMPERATURE RATING HOOD SIZE: 3'x42"x24" HOOD SIZE: EQUIPMENT NOZZLE SURFACE DUCT PLENUM FRYER FRYER QTY AREA 3/8" ASCO 360 QUANTITY 1 DUCT SIZE:10''ROUND DUCTSIZE: LARGE WOK NOZZLES PART # HEIGHTS SMALL WOK SMALL GRIDDLE LARGE GRIDDLE GAS/ELEC RAD. GAS/ELEC RAD. LAVA ROCK NATURAUMES UPRIGHT 1 OTHER LOCATIONS 1 10" ROUND 1L 0~100 CENTERLINE 1 3' x 42" X 24" 1H 10' X 4' 2" OFF FILTER 2H 24% 48" 2L 13"- 24" 1H 40" - 50" PERIMETER PERIMETER CENTERLINE 1L 13"- 24" CENTERLINE 2L 34" - 48" CENTERLINE 2H 24"- 48" PERIMETER 1H 24"- 48" PERIMETER 1H 24% 48" ABOVE CORNEF 2H 24"- 48" ABOVE CORNEF 1H 24% 48" PERIMETER 36"- 48" ~H 36" X 24" 2L 15"- 35" PERIMETER 1H 24"- 35" PERIMETER 1L 2L X FRYERS TO HAVE LIMIT CONTROL TO SHUT OFF FUEL AT 425 DEGREE X DETECTORS SHALL SE LOCATED OVER ALL EQUIPMENT _X SYSTEM INSTALLED AS PER UL 300, MANUFACTURERS & AHJ X MANUAL PULL LOCATED MAX 20' FROM HOOD & 3'-5' FROM FLOOR _X ALL FUEL SOURCES ARE GAS UNLESS OTHERWISE NOTED X THE FOLLOWING FUNCTIONS TO OPERATE UPON SYSTEM DISCHARGE: *SUPPLY AIR DAMPER CLOSES *EXHAUST FAN REMAINS ON *ELECTRIC SHUT OFF UNDER HOOD *FIRE ALARM SHALL ACTIVATE IF ONE IS INSTALLED CO C o ; KINGS FIRE PROTECTION 74 WEEKS AVENUE MANORVILLE, NEW YORK 11949 631-775-8530 FAX 631-775-8529 SYSTEM DRAWN BY G.PETZOLD PART #'S 1,6 GAL TANK = LI~O0 MACARI VINEYARDS 150 BERGEN AVENUE MATTITUCK, NY 11952 631-298~100 DIAGRAM ON 03-05-10 SCALE: 1/2" 1L 1L 1L 6 BURNER RANGE NOTE:GAS SHUTOFF VALVE IS LOCATED IN THE BASEMENT, I MAX PIPE VOLUME 1910mt MAX VOLUME BETVVEEN FIRST & LAST NOZZLE 1125 mi LEGEND G = MECHANICAL GAS SHUT OFF VALVE P= REMOTE MANUAL PULL STATION MCH= MECHANICAL CONTROL HEAD MS= MICRO SWITCH THIS INDICATES 3/8" SCHEDULE 40 BLACK PIPE THIS INDICATES 1/2" SCHEDULE 40 BLACK PIPE THIS INDICATES STAINLESS STEEL CABLE RUN IN 1/2" EMT CONDUIT FLOW POINTS 6 SCALE 1/2" SHELF PROTECTION iSHELF NOZZLE HEIGHT MUST BE BETWEEN 13" - 24" NOZZLE MUST BE FLOOR PLAN SCALE: N.T.S. REAR EGRESS TO OUTSIDE NOTE: GAS SHUTOFF VALVE IS LOCATED IN THE BASEMENT EGRESS SYSTEM LOCATION: __ BASEMENT X 1ST FLOOR __ / 2ND FLO* CABINETS & COUNTER TOPS / Certificate of . chievement This certifies that ALEX RAMIREZ of KINGS FIRE PROTECTION has successfully completed training for Applications, Installation, Maintenance and Service, and is certified as an authorized Protex Series II Distributor for Restaurant Kitchen Fire Extinguishing Systems. Congratulations on a ~7ob cWell CDone. Tracey J. Fuller Vice President JoAnn VanCae~e/ele  Training Completed 3/3/2010 · Valid through 3/3/2012 Heiser Logistics, Inc. · 2370 Fireball Road · Canandaigua, New York 14424 Partner Management Support ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:14 HYDRAD-LIC DESIGN INFORMATION SHEET Job Name: Macari Vineyard Location: North Road Mattituck, NY Drawing Date: 5/6/10 Contractor: Ventre Fire Protection 1221 Suffolk Ave Brentwood NY 11717 Remote Area Number: 1 Telephone:631 231 5173 Designer: C.T. Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Reviewing Authorities: Occupancy: SYSTEM DESIGN Code: Hazard: System Type:DRY Area of Sprinkler Oper. 1950 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.100 I Make: RASCO Area per Sprinkler 165.0 sq ftl Model: F1FR Hose Allowance Inside 0 gpm I K-Factor: 5.60 Hose Allowance Outside 100 gpm I Temperature Rating: 155 CALCULATION SUMMARY 19 Flowing Outlets gpm Required: 455.0 psi Required: 40.8 @ City Supply WATER SUPPLY Water Flow Test Date of Test Static Pressure 53.0 psi Residual Pres 40.0 psi At a Flow of 1805 gpm Elevation 8'0" Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Location: Source of Information: SYSTEM VOLUME 533 Gallons Notes: C~u.c A'~-6~ ~o~&<~ ~acari Vineyard Drawing Date:5/6/lO 5/10/i0 9:14 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC LENGTH C ID Hydr Ref W Required at Hyd Area 1 1 6" Grvd 90 Eli 14' 100 6.065 1 Pipe 6" 10x25 10' 100 6.357 1 6" Grvd Dry Valve Tyco "52-310-" DP 0' 0 6.065 1 6" Flngd Gate Valve "721U" PIV 3' 120 6.065 Elevation Change 8'0" Total Loss for Riser Hydr Ref RI Required at Base of Riser 1 Pipe 6" MFx24 Wheatla Mega-Flow 270' 120 6.395 1 6" Flngd Back Flow Valve Watts "709 CHART LOSS 1 Pipe 6" DIxl8 America DI 350 30' 140 6.338 Fixed Flow Outside Hose Stream Total Loss for Underground Hydr Ref R2 Required at City Supply Water Source 56.5 psi static, 43.5 psi residual @ 1805 gpm SAFETY PRESSURE NOTE: FLOW LOSS gpm psi TOTALS 355 32. i psi 355 0.1 355 0.1 355 0.0 355 0.0 3.5 3.6 psi 355 35.7 psi 355 1.1 355 3.9 355 0.1 100 gpm 5.0 psi 455 40.8 psi 455 gpm 55.5 psi 14.7 psi Water Source has been adjusted to include a change of elevation of 8'0" flow test to point of connection Available Pressure of 55.5 psi Exceeds Required Pressure of 40.8 psi This is a safety margin of 14.7 psi or 27 % of Supply Maximum Water Velocity is 15.0 fps Macari Vineyard Drawing Date:5/6/lO 5/10/10 9:14 Page 3 ABBREV. C E F S T V FITTING NA/ME TABLE NAME Coupling 90' Standard Elbow 45' Elbow Straight Flow Thru Tee 90' Flow Thru Tee Valve HYD REF K FACTOR Qa Qt DIA C Pf/ft PIPE FTNG'S TOTAL Pt Pe Pf mv Pm LEGEND Hydraulic reference. Refer to accompanying flow diagram. Flow factor for open head or path where Flow (gpm) = K x -\/P Flow added or subtracted Total flow Actual internal diameter of pipe Hazen Williams pipe roughness factor Friction loss per foot of pipe Length of pipe Number of fittings. See table above. Total length (PIPE + FTNG'S) Total pressure (psi) at fitting Pressure due to change in elevation where Pe = 0.433 x change in elevation Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations ~acari Uineyard Drawing Date:5/6/lO 5/10/10 9:14 Page 4 NODE ELEVATION NUMBER (FT) 1 2 3 4 5 6 7 8 9 10 10S 11 ils 12 12S 13 13S 14 14S 15 15S 16 16S 17 17S 18 18S 19 19S 48 49 50 51 52 53 60 61 62 63 64 65 126 127 128 129 130 131 132 133 134 135 21.00 21.00 21.00 21.00 21.00 21.00 21.00 21.00 21.00 25.22 24.00 28 . 92 28.00 25.51 24.00 24.45 24.00 28.92 28.00 25.50 24.00 25.22 24.00 28 92 28 00 25 51 24 O0 25 50 24 00 26 17 26 17 29 00 29 00 26 17 26 17 29.00 29.00 29.00 29.00 29.00 29.00 21.00 21.00 21.00 21.00 21.00 21.00 21.00 21.00 21.00 21.00 SPRINKLER PRESSURE ACTUAL MINIMUM K-FACTOR FLOW FLOW (GPM/(PSI^h)) (PSI) (GPM) (GPM) 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 7.2 7.3 7.4 7.3 7.9 8.5 9.4 10.7 12.5 14.9 14.5 11.1 10.8 15.8 15.8 19.9 19.6 8.6 8.7 12.1 11.8 15.1 14.7 11.2 10.9 15.9 15.9 16.3 15.8 24.1 24 1 22 9 22 9 24 0 24 0 22 9 22 9 22 9 22 9 22 9 22.9 13.2 11.4 10.0 9.0 8.3 8.1 7.8 7.7 7.7 8.3 15.1 15.1 15.2 15.2 15.8 16.3 17.2 18.3 19.8 21.3 18.4 22.2 24.8 16.5 19.3 21.4 18.5 22.3 22.3 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 16.5 16.5 16.5 16.5 16.5 16.5 16.5 16.5 16.5 16.5 ACTUAL DENSITY (GPM/SQ.FT) 0.19 0.19 0.19 0.19 0.20 0.20 0.22 0.23 0.25 0.13 0.11 0.13 0.15 0.10 0.12 0.13 0.11 0.14 0.14 ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:14 Page 5 NODE ELEVATION NUMBER (PT) SPRINKLER PRESSURE K-FACTOR (GPM/(PSI^h)) (PSI) ACTUAL FLOW (GPM) MINIMUM FLOW (GPM) 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 Al0 All Al2 C1 C2 C3 C4 C5 C6 E1 E2 E3 E4 E5 E6 E7 E8 E9 El0 W 25.54 25.54 25.54 25.54 25.54 25.54 26.17 23.33 23.33 23.33 23.33 23.33 23.33 29.00 29.00 31.50 22.44 8.83 8.83 8.83 21.83 21.83 21.83 21.83 21.83 21.00 21.83 21.83 21.83 21.83 21.83 21 83 21 83 21 83 21 83 21 83 8 83 24.3 24 3 24 3 24 3 24 3 24 3 24 1 25.4 25.4 25.4 25.4 25.4 25.4 22.9 22.9 21.8 25.7 28.6 29.4 30.9 20.0 20.0 20.2 20.6 21.5 21.9 24.0 24.1 24.3 25.8 25.9 25.9 26.0 26.0 26.0 26.0 32.1 Max velocity of 14.98 occurs in the pipe from 16 TO E3 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. ACTUAL DENSITY (GPM/SQ.FT} ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:14 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* PATH 1 FR~ HYDRAULIC REFERENCE i TO W (PRIMARY PATH) 15.06 1.049 iT 0.46 7.2 7.2 K = 5.60 1 C=100 3.57 0.0 0.0 15.06 0.108 4.03 0.4 7.2 Vel = 5.65 2.067 10.00 7.7 7.7 134 C=100 0.00 0.0 0.0 15.06 0.004 10.00 0.0 7.7 Vel = 1.45 15.10 2.067 10.00 7.7 7.7 133 C=100 0.00 0.0 0.0 See PATH 2 30.16 0.014 10.00 0.1 7.7 Vel = 2.91 15.24 2.067 9.52 7.8 7.8 132 C=100 0.00 0.0 0.0 See PATH 4 45.40 0.031 9.52 0.3 7.8 Vel = 4.38 15.17 2.067 1E 0.41 8.1 8.1 131 C=100 3.57 0.0 0.0 See PATH 3 60.56 0.052 3.98 0.2 8.1 Vel = 5.85 15.76 2.067 8.40 8.3 8.3 130 C=100 0.00 0.0 0.0 See PATH 5 76.32 0.080 8.40 0.7 8.3 Vel = 7.37 16.32 2.067 8.75 9.0 9.0 129 C=100 0.00 0.0 0.0 See PATH 6 92.64 0.114 8.75 1.0 9.0 Vel = 8.94 17.20 2.067 8.75 10.0 10.0 128 C=100 0.00 0.0 0.0 See PATH 7 109.85 0.157 8.75 1.4 10.0 Vel = 10.61 18.35 2.067 8.75 11.4 11.4 127 C=100 0.00 0.0 0.0 See PATH 8 128.20 0.208 8.75 1.8 11.4 Vel = 12.38 19.77 2.067 1E 21.11 13.2 13.2 126 C=100 IT 10.71 0.0 0.0 See PATH 10 147.97 0.272 31.81 8.6 13.2 Vel = 14.29 102.63 4.260 2E 29.22 21.9 21.9 C6 C=100 iT 37.59 5.3 0.0 See PATH 9 250.60 0.021 66.81 1.4 21.9 Vel = 5.70 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:14 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* PATH i FROM HYDRAULIC BEFERENCE i TO W (PRIMARY PATH) 4.260 1E 31.20 28.6 28.6 Al0 C=100 9.40 0.0 0.0 250.60 0.021 40.60 0.9 28.6 Vel = 5.70 4.260 2E 49.70 29.4 29.4 All C=100 18.79 0.0 0.0 250.60 0.021 68.50 1.5 29.4 Vel = 5.70 4.260 2E 37.49 30.9 30.9 Al2 C=100 18.79 0.0 0.0 250.60 0.021 56.28 1.2 30.9 Vel = 5.70 W 250.60 32.1 K = 44.24 PATH 2 FROM HYDRAULIC REFERENCE 2 TO 133 15.10 1.049 1T 0.46 7.3 7.3 K = 5.60 2 C=100 3.57 0.0 0.0 15.10 0.108 4.03 0.4 7.3 Vel = 5.66 133 15.10 7.7 K = 5.44 PATH 3 FROM HYDRAULIC REFERENCE 4 TO 131 15.17 1.049 2E 0.93 7.3 7.3 K = 5.60 4 C=100 iT 6.42 0.0 0.0 15.17 0.109 7.36 0.8 7.3 Vel = 5.69 131 15.17 8.1 K = 5.32 PATH 4 FROM HYDRAULIC REFERENCE 3 TO 132 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ~acari Yineyard Drawing Date:5/6/lO 5/10/10 9:14 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* PATH 4 FROM HYDRAULIC REFERENCE 3 TO 132 CONTINUED 15.24 1.049 iT 0.46 7.4 7.4 K = 5.60 3 C=100 3.57 0.0 0.0 15.24 0.110 4.03 0.4 7.4 Vel = 5.7i 132 15.24 7.8 K = 5.44 PATH 5 FROM HYDRAULIC REFERENCE 5 TO 130 15.76 1.049 2E 0.49 7.9 7.9 K = 5.60 5 C=100 2.85 0.0 0.0 15.76 0.117 3.34 0.4 7.9 Vel = 5.91 2.067 1T 0.49 8.3 8.3 135 C=100 7.14 0.0 0.0 15.76 0.004 7.62 0.0 8.3 Vel = 1.52 130 15.76 8.3 K = 5.46 PATH 6 FR0~ HYDRAULIC REFERENCE 6 TO 129 16.32 1.049 iT 0.63 8.5 8.5 K = 5.60 6 C=100 3.57 0.0 0.0 16.32 0.125 4.19 0.5 8.5 Vel = 6.12 129 16.32 9.0 K = 5.43 PATH 7 FROM HYDRAULIC REFERENCE 7 TO 128 17.20 1.049 IT 0.63 9.4 9.4 K = 5.60 7 C=100 3.57 0.0 0.0 17.20 0.138 4.19 0.6 9.4 Vel = 6.45 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:14 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* 128 17.20 10.0 K = 5.44 PATH 8 FROM HYDRAULIC REFERENCE 8 TO 127 18.35 1.049 IT 0.63 10.7 10.7 K = 5.60 8 C=100 3.57 0.0 0.0 18.35 0.155 4.19 0.7 10.7 Vel = 6.88 127 18.35 11.4 ~' K = 5.44 PATH 9 FRC~4 HYDRAULIC REFERENCE 14 TO C6 16.50 1.049 1E 0.92 8.7 8.7 K = 5.60 14S C=100 1.43 -0.4 0.0 16.50 0.128 2.34 0.3 8.7 Vel = 6.19 1.049 2E 12.76 8.6 8.6 EqK = 5.63 14 C=100 2.85 1.5 0.0 16.50 0.128 15.62 2.0 8.6 Vel = 6.19 19.28 1.049 1E 6.90 12.1 12.1 EqK = 5.55 15 C=100 iT 5.00 1.6 0.0 35.78 0.535 11.89 6.4 12.1 Vel = 13.41 22.23 2.635 11.31 20.0 20.0 C2 C=100 0.00 0.0 0.0 See PATH 13 58.01 0.015 11.31 0.2 20.0 Vel = 3.45 22.34 2.635 13.83 20.2 20.2 C3 C=100 0.00 0.0 0.0 See PATH 14 80.35 0.027 13.83 0.4 20.2 Vel = 4.77 22.28 2.635 1E 15.42 20.6 20.6 C4 C=100 5.88 0.0 0.0 See PATH 15 102.63 0.042 21.30 0.9 20.6 Vel = 6.10 4.260 1E 1.32 21.5 21.5 C5 C=100 9.40 0.4 0.0 102.63 0.004 10.71 0.0 21.5 Vel = 2.33 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:14 Tyco Fire Products Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* C6 102.63 21.9 K = 21.95 19.28 1.049 iT 1.50 11.8 11.8 K = 5.60 15S C=100 3.57 -0.6 0.0 19.28 0.170 5.07 0.9 11.8 Vel = 7.23 15 19.28 12.1 K = 5.55 PATH 10 FROM HYDRAULIC REFERENCE 9 TO 126 19.77 1.049 IT 0.63 12.5 12.5 K = 5.60 9 C=100 3.57 0.0 0.0 19.77 0.178 4.19 0.7 12.5 Vel = 7.41 126 19.77 13.2 K = 5.44 PATH 11 FROM HYDRAULIC REFERENCE 11 TO W 18.39 1.049 IT 0.92 10.8 10.8 K = 5.60 lis C=100 3.57 -0.4 0.0 18.39 0.156 4.49 0.7 10.8 Vel = 6.89 1.049 2E 11.58 11.1 11.1 EqK = 5.52 11 C=100 2.85 1.6 0.0 18.39 0.156 14.43 2.3 11.1 Vel = 6.89 21.31 1.049 1E 6.77 14.9 14.9 EqK = 5.51 10 C=100 iT 5.00 1.5 0.0 39.70 0.648 11.77 7.6 14.9 Vel = 14.88 2.635 9.79 24.0 24.0 E1 C=100 0.00 0.0 0.0 39.70 0.007 9.79 0.1 24.0 Vel = 2.36 24.77 2.635 11.31 24.1 24.1 E2 C=100 0.00 0.0 0.0 See PATH 16 64.47 0.018 11.31 0.2 24.1 Vel = 3.83 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ~acari Uineyard Drawing Date:5/6/lO 5/10/10 9:14 Tyco Fire Products Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* PATH 11 FRO~ HYDRAULIC REFERENCE 11 TO W CONTINUED 39.95 2.635 1E 29.17 24.3 24.3 E3 C=100 5.88 0.0 0.0 See PATH 12 104.43 0.044 35.05 1.5 24.3 Vel = 6.20 4 260 1E 7.21 25.8 25.8 E4 C=100 9.40 0.0 0.0 104.43 0 004 16.60 0.1 25.8 Vel = 2.37 -1.86 4 260 0.67 25.9 25.9 E5 C=100 0.00 0.0 0.0 See PATH 17 102.57 0 004 0.67 0.0 25.9 Vel = 2.33 4 260 13.79 25.9 25.9 E6 C=100 0.00 0.0 0.0 102.57 0 004 13.79 0.1 25.9 Vel = 2.33 -0.28 4 260 0.25 26.0 26.0 E7 C=100 0.00 0.0 0.0 See PATH 20 102.29 0 004 0.25 0.0 26.0 Vel = 2.33 0.12 4 260 14.04 26.0 26.0 E8 C=100 0.00 0.0 0.0 See PATH 19 102.41 0 004 14.04 0.1 26.0 Vel = 2.33 4.260 1.63 26.0 26.0 E9 C=100 0.00 0.0 0.0 102.41 0.004 1.63 0.0 26.0 Vel = 2.33 2.01 4.260 4E 39.08 26.0 26.0 El0 C=100 iT 56.38 5.6 0.0 See PATH 17 104.43 0.004 95.47 0.4 26.0 Vel = 2.37 W 104.43 32.1 K = 18.44 21.31 1.049 iT 1.22 14.5 14.5 K = 5.60 10S C=100 3.57 -0.5 0.0 21.31 0.205 4.79 1.0 14.5 Vel = 7.99 10 21.31 14.9 K = 5.51 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:14 Tyco Fire Products Page 12 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* PATH 12 FROM H~DRAULIC REFERENCE 17 TO E3 18.51 1.049 iT 0.92 10.9 10.9 K = 5.60 17S C=100 3.57 -0.4 0.0 18.51 0.158 4.49 0.7 10.9 Vel = 6.94 1.049 2E 11.58 11.2 11.2 EqK = 5.52 17 C=100 2.85 1.6 0.0 18.51 0.158 14.43 2.3 11.2 Vel = 6.94 21.44 1.049 1E 6.77 15.1 15.1 EqK = 5.51 16 C=100 iT 5.00 1.5 0.0 39.95 0.656 11.77 7.7 15.1 Vel = 14.98 E3 39.95 24.3 K = 8.10 21.44 1.049 iT 1.22 14.7 14.7 K = 5.60 16S C=100 3.57 -0.5 0.0 21.44 0.207 4.79 1.0 14.7 Vel = 8.04 16 21.44 15.1 K = 5.51 PATH 13 FRO~ HYDI~qULIC REFERENCE 12 TO C2 22.23 1.049 1E 1.51 15.8 15.8 K = 5.60 12S C=100 1.43 -0.7 0.0 22.23 0.222 2.93 0.6 15.8 Vel = 8.33 1.049 1E 6.90 15.8 15.8 EqK = 5.60 12 C-100 1T 5.00 1.6 0.0 22.23 0.222 11.90 2.6 15.8 Vel = 8.33 2.635 9.79 20.0 20.0 Cl C=100 0.00 0.0 0.0 22.23 0.002 9.79 0.0 20.0 Vel = 1.32 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:14 Tyco Fire Products Page 13 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES POINT Qt Pf/ft TOTAL Pf Pn C2 22.23 20.0 K = 4.97 PATH 14 FR(~4 HYDRAULIC REFERENCE 18 TO C3 22.34 1.049 1E 1.51 15.9 15.9 K = 5.60 18S C=100 1.43 -0.7 0.0 22.34 0.224 2.93 0.7 15.9 Vel = 8.38 1.049 1E 6.90 15.9 15.9 EqK = 5.60 18 C=100 IT 5.00 1.6 0.0 22.34 0.224 11.90 2.7 15.9 Vel = 8.38 C3 22.34 20.2 K = 4.97 PATH 15 FROM HYDRAULIC REFERENCE 19 TO C4 22.28 1.049 IT 1.50 15.8 15.8 K = 5.60 19S C=100 3.57 -0.6 0.0 22.28 0.223 5.07 1.1 15.8 Vel = 8.35 1.049 1E 6.90 16.3 16.3 EqK = 5.52 19 C=100 iT 5.00 1.6 0.0 22.28 0.223 11.89 2.6 16.3 Vel = 8.35 C4 22.28 20.6 K = 4.92 PATH 16 FROM HYDRAULIC REFERENCE 13 TO E2 24.77 1.049 1E 0.45 19.6 19.6 K = 5.60 13S C=100 1.43 -0.2 0.0 24.77 0.271 1.88 0.5 19.6 Vel = 9.29 1.049 1E 6.41 19.9 19.9 EqK = 5.56 13 C=100 IT 5.00 1.1 0.0 24.77 0.271 11.41 3.1 19.9 Vel = 9.29 UNITS - DIA/METER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:14 Tyco Fire Products Page HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* E2 24.77 24.1 K = 5.05 PATH 17 FROM HYDRAULIC REFERENCE E5 TO El0 1.86 2.067 1E 16.32 25.9 25.9 E5 C=100 IT 10.71 -1.6 0.0 See PATH 11 1 86 0.000 27.02 0.0 25.9 Vel = 0.18 2.067 8.63 24.3 24.3 136 C=100 0.00 0.0 0.0 1 86 0.000 8.63 0.0 24.3 Vel = 0.18 2 067 8.63 24.3 24.3 137 C=100 0.00 0.0 0.0 1 86 0 000 8.63 0.0 24.3 Vel = 0.18 2 067 8.63 24.3 24.3 138 C=100 0.00 0.0 0.0 1 86 0 000 8.63 0.0 24.3 Vel = 0.18 2 067 8.63 24.3 24.3 139 C=100 0.00 0.0 0.0 1 86 0 000 8.63 0.0 24.3 Vel = 0.18 2 067 8.63 24.3 24.3 140 C=100 0.00 0.0 0.0 1 86 0 000 8.63 0.0 24.3 Vel = 0.18 1 610 2E 10.75 24.3 24.3 141 C=100 5.71 -0.3 0.0 1 86 0 000 16.46 0.0 24.3 Vel = 0.30 1 610 9.10 24.0 24.0 52 C=100 0.00 0.0 0.0 1 86 0 000 9.10 0.0 24.0 Vel = 0.30 1.049 iT 17.26 24.0 24.0 53 C=100 3.57 0.0 0.0 1 86 0.002 20.83 0.0 24.0 Vel = 0.70 0.15 1.049 1E 17.05 24.1 24.1 142 C=100 1.43 0.0 0.0 See PATH 18 2.01 0.003 18.48 0.0 24.1 Vel = 0.75 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:14 Tyco Fire Products Page 15 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* PATH 17 FROM HYDRAULIC REFERENCE E5 TO El0 CONTINUED 1.610 9.10 24.1 24.1 49 C=100 0.00 0.0 0.0 2.01 0.000 9.10 0.0 24.1 Vel = 0.32 1.610 2E 13.06 24.1 24.1 48 C=100 5.71 1.2 0.0 2.01 0.000 18.77 0.0 24.1 Vel = 0.32 2.067 8.63 25.4 25.4 143 C=100 0.00 0.0 0.0 2.01 0.000 8.63 0.0 25.4 Vel = 0.19 2.067 8.63 25.4 25.4 144 C=100 0.00 0.0 0.0 2.01 0.000 8.63 0.0 25.4 Vel = 0.19 2.067 8.63 25.4 25.4 145 C=100 0.00 0.0 0.0 2.01 0.000 8.63 0.0 25.4 Vel = 0.19 2.067 8.63 25.4 25.4 146 C=100 0.00 0.0 0.0 2.01 0.000 8.63 0.0 25.4 Vel = 0.19 2.067 8.63 25.4 25.4 147 C=100 0.00 0.0 0.0 2.01 0.000 8.63 0.0 25.4 Vel = 0.19 2.067 1E 14.11 25.4 25.4 148 C=100 iT 10.71 0.6 0.0 2.01 0.000 24.81 0.0 25.4 Vel = 0.19 El0 2.01 26.0 K = 0.39 PATH 18 FROM HYDRAULIC REFERENCE 149 TO 142 0.15 1.049 IT 2.83 22.9 22.9 149 C=100 3.57 1.2 0.0 See PATH 20 AND 19 0.15 0.000 6.40 0.0 22.9 Vel = 0.06 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:14 Tyco Fire Products Page 16 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* 142 0.15 24.1 K = 0.03 PATH 19 FROM HYDIRALrLIC REFEP~NCE 149 TO E8 0.12 1 049 iT 3.89 22.9 22.9 149 C=100 3.57 0.0 0.0 See PATH 18 AND 20 0.12 0 000 7.45 0.0 22.9 Vel = 0.05 1 610 9.10 22.9 22.9 51 C=100 0.00 0.0 0.0 0.12 0 000 9.10 0.0 22.9 Vel = 0.02 1 610 8.05 22.9 22.9 50 C=100 0.00 0.0 0.0 0.12 0 000 8.05 0.0 22.9 Vel = 0.02 2.067 4E 20.80 22.9 22.9 60 C=100 14.27 0.0 0.0 0.12 0 000 35.07 0.0 22.9 Vel = 0.01 2 067 8.63 22.9 22.9 61 C=100 0.00 0.0 0.0 0.12 0 000 8.63 0.0 22.9 Vel = 0.01 2 067 8.63 22.9 22.9 62 C=100 0.00 0.0 0.0 0.12 0 000 8.63 0.0 22.9 Vel = 0.01 2 067 8.63 22.9 22.9 63 C=100 0.00 0.0 0.0 0.12 0 000 8.63 0.0 22.9 Vel = 0.01 2 067 8.63 22.9 22.9 64 C=100 0.00 0.0 0.0 0.12 0 000 8.63 0.0 22.9 Vel = 0.01 2 067 1E 12.61 22.9 22.9 65 C=100 3.57 0.0 0.0 0.12 0 000 16.18 0.0 22.9 Vel = 0.01 2 635 iT 7.17 22.9 22.9 150 C=100 11.76 3.1 0.0 0.12 0 000 18.92 0.0 22.9 Vel = 0.01 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) P S I Job Water Required Hose Allowance Macari Vineyard Static Pressure: 53.0 psi Pressure: 40.8 psi Inside: 0 gpm North Road Residual Pressure: 40.0 psi System Flow: 355 gpm Outside: 100 gpm Mattituck, NY Flow: 1805 gpm System+Hose: 455 gpm Remote Area: 1 Date: Safety Pres: 14.7 psi Loc: Head Elev Pres: 30.3 psi 70 60 Suppl 40 / ~ 100 qpm hose ~ --""~'~,3 :)si 20 10 100 150 200 250 300 350 400 450 500 ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:21 HYDRAULIC DESIGN INFOBMATION SHEET Job Name: Macari Vineyard Location: North Road Mattituck, NY Drawing Date: 5/6/10 Contractor: Ventre Fire Protection 1221 Suffolk Ave Brentwood NY 11717 Remote Area Number: 2 Telephone:631 231 5173 Designer: C.T. Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Reviewing Authorities: Occupancy: SYSTEM DESIGN Code: Hazard: System Type:DRY Area of Sprinkler Oper. ~T~ ~wk. sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.100 I Make: TYCO Area per Sprinkler 142.0 sq ftl Model: DS-1 Hose Allowance Inside 0 gpm I K-Factor: 5.60 Hose Allowance Outside 100 gpm I Temperature Rating: 155 CALCULATION SUMMARY 16 Flowing Outlets gpm Required: 401.9 psi Required: 44.0 @ City Supply WATER SUPPLY Water Flow Test Date of Test Static Pressure 53.0 psi Residual Pres 40.0 psi At a Flow of 1805 gpm Elevation 8'0" Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Location: Source of Information: SYSTEM VOLUME 533 Gallons Notes: ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:21 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC T.~NGTH C ID FLOW LOSS gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 1 6" Grvd 90 Eli 14' 100 6.065 1 Pipe 6" 10x25 10' 100 6.357 1 6" Grvd Dry Valve Tyco "52-310-" DP 0' 0 6.065 1 6" Flngd Gate Valve "721U" PIV 3' 120 6.065 Elevation Change 8'0" 302 302 0.1 302 0.0 302 0.0 302 0.0 3.5 36.0 psi Total Loss for Riser 3.6 psi Hydr Ref RI Required at Base of Riser 1 Pipe 6" MFx24 Wheatla Mega-Flow 270' 120 6.395 1 6" Flngd Back Flow Valve Watts "709 CHART LOSS 1 Pipe 6" DIxl8 America DI 350 30' 140 6.338 Fixed Flow Outside Hose Stream 302 302 0.8 302 3.5 302 0.1 i00 gpm 39.6 psi Total Loss for Underground Hydr Ref R2 Required at City Supply Water Source 56.5 psi static, 43.5 psi residual @ 1805 gpm SAFETY PRESSURE NOTE: 4.4 psi 402 44.0 psi 402 gpm 55.7 psi 11.7 psi Water Source has been adjusted to include a change of elevation of 8'0" flow test to point of connection Available Pressure of 55.7 psi Exceeds Required Pressure of 44.0 psi This is a safety margin of 11.7 psi or 21% of Supply Maximum Water Velocity is 12.6 fps ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:21 Page 3 ABBREV. FITTING NAME TABLE NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve HYD REF K FACTOR Qa Ot DIA C Pf/ft PIPE FTNG'S TOTAL Pt Pe Pf mn LEGEND Hydraulic reference. Refer to accompanying flow diagram. Flow factor for open head or path where Flow (gpm) = K x -\/P Flow added or subtracted Total flow Actual internal diameter of pipe Hazen Williams pipe roughness factor Friction loss per foot of pipe Length of pipe Number of fittings. See table above. Total length (PIPE + FTNG'S) Total pressure (psi) at fitting Pressure due to change in elevation where Pe = 0.433 x change in elevation Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:21 Page 5 NODE ELEVATION NUMBER (FT) SPRINKLER PRESSURE ACTUAL MINIMUM K-FACTOR FLOW FLOW {GPM/(PSI^~)) (PSI) (GPM) (GPM) A6 A7 A8 A9 Al0 All Al2 B1 W 8 8 8 22 8 8 83 8 83 8 83 8 83 83 83 83 50 83 28.2 28.3 28.5 28.9 31.0 32.2 34.3 21.2 36.0 Max velocity of 12.59 occurs in the pipe from 30 TO 119 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. ACTUAL DENSITY (GPM/SQ.FT) ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:21 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* PATH I FRO~4 HYDRAULIC REFERENCE 37 TO W (PRIMARY PATH) 15.88 1.049 1E 0.58 8.0 8.0 K = 5.60 37S C=100 1.43 0.3 0.0 15.88 0.119 2.01 0.2 8.0 Vel = 5.95 1.049 iT 10.50 8.5 8.5 EqK = 5.44 37 C=100 3.57 0.0 0.0 15.88 0.119 14.07 1.7 8.5 Vel = 5.95 16.93 1.049 10.00 10.2 10.2 114 C=100 0.00 0.0 0.0 See PATH 4 32.81 0.456 10.00 4.6 10.2 Vel = 12.30 20.46 1.380 2E 8.90 14.8 14.8 113 C=100 IT 8.56 0.4 0.0 See PATH 7 53.28 0.294 17.47 5.1 14.8 Vel = 11.54 83.61 3.260 3.83 20.3 20.3 A2 C=100 0.00 0.0 0.0 See PATH 2 136.89 0.026 3.83 0.1 20.3 Vel = 5.31 66.63 3.260 iT 0.67 20.4 20.4 A3 C=100 14.39 0.0 0.0 See PATH 8 203.52 0.053 15.05 0.8 20.4 Vel = 7.90 22.22 4.260 2E 21.64 21.2 21.2 A4 C=100 iT 37.59 5.9 0.0 See PATH 11 225.73 0.018 59.23 1.0 21.2 Vel = 5.13 4.260 4.63 28.2 28.2 A5 C=100 0.00 0.0 0.0 225.73 0.018 4.63 0.1 28.2 Vel = 5.13 4.260 0.46 28.2 28.2 A6 C=100 0.00 0.0 0.0 225.73 0.018 0.46 0.0 28.2 Vel = 5.13 76.18 4.260 9.63 28.3 28.3 A7 C=100 0.00 0.0 0.0 See PATH 5 301.92 0.030 9.63 0.3 28.3 Vel = 6.86 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:21 Tyco Fire Products Page 7 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* PATH i FROM HYDI~AULIC REFERENCE 37 TO W (PRIMARY PATH) 4.260 10.71 28.5 28.5 A8 C=100 0.00 0.0 0.0 301.92 0.030 10.71 0.3 28.5 Vel = 6.86 4.260 2E 33.63 28.9 28.9 A9 C=100 iT 37.59 0.0 0.0 301.92 0.030 71.22 2.1 28.9 Vel = 6.86 4.260 1E 31.20 31.0 31.0 Al0 C=100 9.40 0.0 0.0 301.92 0.030 40.60 1.2 31.0 Vel = 6.86 4.260 2E 49.70 32.2 32.2 Ail C=100 18.79 0.0 0.0 301.92 0.030 68.50 2.1 32.2 Vel = 6.86 4.260 2E 37.49 34.3 34.3 Al2 C=100 18.79 0.0 0.0 301.92 0.030 56.28 1.7 34.3 Vel = 6.86 W 301.92 36.0 K = 50.34 PATH 2 FROM HYDRAULIC REFERENCE 35 TO A2 14.82 1.049 1E 0.92 7.0 7.0 K = 5.60 35S C=100 1.43 -0.4 0.0 14.82 0.105 2.34 0.2 7.0 Vel = 5.55 1.049 2E 7.79 6.8 6.8 EqK = 5.66 35 C=100 2.85 0.6 0.0 14.82 0.105 10.64 1.1 6.8 Vel = 5.55 16.92 1.049 1E 9.39 8.5 8.5 EqK = 5.80 36 C=100 1T 5.00 2.5 0.0 31.74 0.428 14.39 6.2 8.5 Vel = 11.90 51.87 2.067 3E 15.17 17.2 17.2 110 C=100 1T 17.84 -0.3 0.0 See PATH 3 83.61 0.095 33.01 3.1 17.2 Vel = 8.07 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:21 Tyco Fire Products Page 8 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* PATH 2 FROM HYDRAULIC BEFERENCE 35 TO A2 CONTIN-OED 3.260 25.44 20.0 20.0 A1 C=100 0.00 0.0 0.0 83.61 0.010 25.44 0.3 20.0 Vel = 3.25 A2 83.61 20.3 K = 18.56 16.92 1.049 IT 3.63 9.1 9.1 K = 5.60 36S C=100 3.57 -1.6 0.0 16.92 0.134 7.20 1.0 9.1 Vel = 6.34 36 16.92 8.5 K = 5.80 PATH 3 FRO~4 HYDRAULIC REFERENCE 32 TO 110 15.02 1.049 1E 0.92 7.2 7.2 K = 5.60 32S C=100 1.43 -0.4 0.0 15.02 0.107 2.34 0.3 7.2 Vel = 5.63 1.049 2E 7.79 7.1 7.1 EqK = 5.66 32 C=100 2.85 0.6 0.0 15.02 0.107 10.64 1.1 7.1 Vel = 5.63 17.12 1.049 2E 9.39 8.8 8.8 EqK = 5.79 33 C=100 2.85 2.5 0.0 32.14 0.439 12.25 5.4 8.8 Vel = 12.05 2.067 10.17 16.6 16.6 112 C=100 0.00 0.0 0.0 32.14 0.016 10.17 0.2 16.6 Vel = 3.10 19.73 2.067 10.17 16.8 16.8 111 C=100 0.00 0.0 0.0 See PATH 6 51.87 0.039 10.17 0.4 16.8 Vel = 5.01 110 51.87 17.2 K = 12.51 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:21 Tyco Fire Products Page 9 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 17.12 1.049 1T 3.63 9.3 9.3 K = 5.60 33S C=100 3.57 -1.6 0.0 17.12 0.137 7.20 1.0 9.3 Vel = 6.42 33 17.12 8.8 K = 5.79 PATH 4 FRO~4 HYDI~AOLIC REFEI~ENCE 38 TO 114 16.93 1.049 1E 0.58 9.1 9.1 K = 5.60 38S C=100 1.43 0.3 0.0 16.93 0.134 2.01 0.3 9.1 Vel = 6.35 1.049 1T 0.50 9.7 9.7 EqK = 5.45 38 C=100 3.57 0.0 0.0 16.93 0.134 4.07 0.5 9.7 Vel = 6.35 114 16.93 10.2 K = 5.30 PATH 5 FROM HYDRAULIC REFERENCE 29 TO A7 15.77 1.049 1E 0.92 7.9 7.9 K = 5.60 29S C=100 1.43 -0.4 0.0 15.77 0.117 2.34 0.3 7.9 Vel = 5.91 1.049 2E 7.78 7.8 7.8 EqK = 5.64 29 C=100 2.85 0.6 0.0 15.77 0.117 10.64 1.2 7.8 Vel = 5.91 17.82 1.049 1E 9.42 9.6 9.6 EqK = 5.75 30 C=100 iT 5.00 2.5 0.0 33.59 0.476 14.41 6.9 9.6 Vel = 12.59 21.27 2.067 10.17 19.0 19.0 119 C=100 0.00 0.0 0.0 See PATH 9 54.86 0.043 10.17 0.4 19.0 Vel = 5.30 21.32 2.067 3E 22.16 19.4 19.4 118 C=100 iT 17.84 5.6 0.0 See PATH 10 76.18 0.080 40.01 3.2 19.4 Vel = 7.36 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ~acari Uineyard Drawing Date:5/6/lO 5/10/10 9:21 Tyco Fire Products Page 10 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* A7 76.18 28.3 K = 14.33 17.82 1.049 iT 3.64 10.1 10.1 K = 5.60 30S C=100 3.57 -1.6 0.0 17.82 0.147 7.21 1.1 10.1 Vel = 6.68 30 17.82 9.6 K = 5.75 PATH 6 FROM HYDRAULIC REFERENCE 34 TO 111 19.73 1.049 1E 3.60 12.4 12.4 K = 5.60 34S C=100 1.43 -1.6 0.0 19.73 0.178 5.02 0.9 12.4 Vel = 7.40 1.049 1E 9.37 11.7 11.7 EqK = 5.76 34 C=100 iT 5.00 2.5 0.0 19.73 0.178 14.37 2.6 11.7 Vel = 7.40 111 19.73 16.8 K = 4.81 PATH 7 FROM HYDRAULIC REFERENCE 39 TO 113 20.46 1.049 1E 0.58 13.4 13.4 K = 5.60 39S C=100 1.43 0.3 0.0 20.46 0.190 2.01 0.4 13.4 Vel = 7.67 1.049 iT 0.50 14.0 14.0 EqK - 5.47 39 C=100 3.57 0.0 0.0 20.46 0.190 4.07 0.8 14.0 Vel = 7.67 113 20.46 14.8 K = 5.33 PATH 8 FROM HYDRAULIC REFERENCE 24 TO A3 21.21 1.049 1E 0.58 14.3 14.3 K = 5.60 24S C=100 1.43 0.3 0.0 21.21 0.203 2.01 0.4 14.3 Vel = 7.95 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Macari Vineyard Drawing Date:5/6/lO 5/10/10 9:21 Tyco Fire Products Page 11 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* PATH 8 FROM HYDRAULIC BEFERENCE 24 TO A3 CON"fIN-~ED 1.049 iT 7.94 15.0 15.0 EqK = 5.48 24 C=100 3.57 0.0 0.0 21.21 0.203 11.51 2.3 15.0 Vel = 7.95 1 380 4.15 17.3 17.3 117 C=100 0.00 0.0 0.0 21.21 0 053 4.15 0.2 17.3 Vel = 4.59 22.34 1 610 12.00 17.6 17.6 116 C=100 0.00 0.0 0.0 See PATH 12 43.56 0 096 12.00 1.1 17.6 Vel = 6.93 23.08 2 067 1E 9.84 18.7 18.7 115 C=100 iT 10.71 0.4 0.0 See PATH 13 66.63 0 062 20.55 1.3 18.7 Vel = 6.43 A3 66.63 20.4 K = 14.76 PATH 9 FROM HYDRAULIC REFERENCE 28 TO 119 21.27 1.049 1E 3.62 14.4 14.4 K = 5.60 28S C=100 1.43 -1.6 0.0 21.27 0.204 5.05 1.0 14.4 Vel = 7.97 1.049 2E 9.41 13.9 13.9 EqK = 5.71 28 C=100 2.85 2.5 0.0 21.27 0.204 12.26 2.5 13.9 Vel = 7.97 2.067 10.17 18.9 18.9 120 C=100 0.00 0.0 0.0 21.27 0.008 10.17 0.1 18.9 Vel = 2.05 119 21.27 19.0 K = 4.88 PATH 10 FROM HYDRAD-LIC REFERENCE 31 TO 118 21.32 1.049 1E 3.62 14.5 14.5 K = 5.60 31S C=100 1.43 -1.6 0.0 21.32 0.205 5.05 1.0 14.5 Vel = 7.99 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:21 Tyco Fire Products Page 12 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES POINT Qt Pf/ft TOTAL Pf Pn PATH 10 FROM HYDRAULIC REFERENCE 31 TO 118 CONTINUED 1.049 1E 9.41 14.0 14.0 EqK = 5.71 31 C=100 IT 5.00 2.5 0.0 21.32 0.205 14.40 3.0 14.0 Vel = 7.99 118 21.32 19.4 K = 4.84 PATH 11 FROM HYDRAULIC REFERENCE 20 TO A4 22.22 1.049 1E 0.58 15.7 15.7 K = 5.60 20S C=100 1.43 0.3 0.0 22.22 0.221 2.01 0.4 15.7 Vel = 8.33 1.049 iT 13.08 16.4 16.4 EqK = 5.48 20 C=100 3.57 0.0 0.0 22.22 0.221 16.65 3.7 16.4 Vel = 8.33 1.380 5.79 20.1 20.1 125 C=100 0.00 0.0 0.0 22.22 0.058 5.79 0.3 20.1 Vel = 4.81 1.610 5.54 20.5 20.5 124 C=100 0.00 0.0 0.0 22.22 0.027 5.54 0.2 20.5 Vel = 3.54 2.067 1E 9.52 20.6 20.6 123 C=100 iT 10.71 0.4 0.0 22.22 0.008 20.23 0.2 20.6 Vel = 2.14 3.260 IT 7.04 21.2 21.2 Bi C=100 14.39 0.0 0.0 22.22 0.001 21.43 0.0 21.2 Vel = 0.86 A4 22.22 21.2 K = 4.83 PATH 12 FROM HYDRAULIC P~FERENCE 26 TO 116 22.34 1.049 1E 0.58 15.9 15.9 K = 5.60 26S C=100 1.43 0.3 0.0 22.34 0.224 2.01 0.5 15.9 Vel = 8.38 UNITS DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:21 Tyco Fire Products Page 13 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* PATH 12 FROM HYDRAULIC REFERENCE 26 TO 116 CONTINUED 1.049 iT 0.67 16.6 16.6 EqK = 5.48 26 C=100 3.57 0.0 0.0 22.34 0.224 4.24 0.9 16.6 Vel = 8.38 116 22.34 17.6 K = 5.33 PATH 13 FROM HYDRAULIC REFERENCE 27 TO 115 23.08 1.049 1E 0.58 17.0 17.0 K = 5.60 27S C=100 1.43 0.3 0.0 23.08 0.238 2.01 0.5 17.0 Vel = 8.65 1.049 iT 0.67 17.7 17.7 EqK = 5.48 27 C=100 3.57 0.0 0.0 23.08 0.238 4.24 1.0 17.7 Vel = 8.65 115 23.08 18.7 K = 5.33 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 70 Job Water Required Macari Vineyard Static Pressure: 53.0 psi Pressure: 44.0 psi North Road Residual Pressure: 40.0 psi System Flow: 302 gpm Mattituck, NY Flow: 1805 gpm System+Hose: 402 gpm Remote Area: 2 Date: Safety Pres: 11.7 psi Loc: Head Elev Pres: 31.6 psi Hose Allowance Inside: 0 gpm Outside: 100 gpm P S I 60 5C 40 20 10 100 gl ,m hose 100 150 200 250 300 350 400 450 500 , ~acari Uineyard Drawing Date:5/6/lO 5/10/10 9:13 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Macari Vineyard Location: North Road Mattituck, NY Drawing Date: 5/6/10 Contractor: Ventre Fire Protection 1221 Suffolk Ave Brentwood NY 11717 Remote Area Number~: 3: Telephone:631 231 5173 Designer: C.T. Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Reviewing Authorities: Occupancy: SYSTEM DESIGN Code: Hazard: System Type:DRY Area of Sprinkler Oper. sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.100 I Make: RASCO Area per Sprinkler 110.0 sq ftl Model: FI Hose Allowance Inside 0 gpm I K-Factor: 5.60 Hose Allowance Outside 100 gpm I Temperature Rating: 200 CALCULATION SU~/~ARY 6 Flowing Outlets gpm Required: 229.2 psi Required: 34.8 @ City Supply WATER SUPPLY Water Flow Test Date of Test Static Pressure 53.0 psi Residual Pres 40.0 psi At a Flow of 1805 gpm Elevation 8'0" Pump Data I Rated Capacity 0 gpm I Rated Pressure 0.0 psi I Elevation 0 I Make: I Model: I Location: Source of Information: SYSTEM VOLUME 533 Gallons Notes: ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:13 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS ?.RNGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 129 1 6" Grvd 90 Eli 14' 100 6.065 129 0.0 1 Pipe 6" 10x25 10' 100 6.357 129 0.0 1 6" Grvd Dry Valve Tyco "52-310-" DP 0' 0 6.065 129 0.0 1 6" Flngd Gate Valve "721U" PIV 3' 120 6.065 129 0.0 Elevation Change 8'0" 3.5 28.0 psi Total Loss for Riser 3.5 psi Hydr Ref Ri Required at Base of Riser 129 1 Pipe 6" MFx24 Wheatla Mega-Flow 270' 120 6.395 129 0.2 1 6" Flngd Back Flow Valve Watts "709 CHART LOSS 129 3.1 1 Pipe 6" DIxl8 America DI 350 30' 140 6.338 129 0.0 Fixed Flow Outside Hose Stream 100 gpm 31.5 psi Total Loss for Underground 3.3 psi Hydr Ref R2 Required at City Supply 229 Water Source 56.5 psi static, 43.5 psi residual @ 1805 gpm 229 gpm SAFETY PRESSURE 34.8 psi 56.2 psi 21.4 psi NOTE: Water Source has been adjusted to include a change of elevation of 8'0" flow test to point of connection Available Pressure of 56.2 psi Exceeds Required Pressure of 34.8 psi This is a safety margin of 21.4 psi or 38 % of Supply Maximum Water Velocity is 12.5 fps ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:13 Page 3 ABBREV. C E F S T V FITTING NAME TABLE NAME Coupling 90' Standard Elbow 45' Elbow Straight Flow Thru Tee 90' Flow Thru Tee Valve HYD REF K FACTOR Qa Qt DIA C Pf/ft PIPE FTNG'S TOTAL Pt Pe Pf Pv Pm LEGEND Hydraulic reference. Refer to accompanying flow diagram. Flow factor for open head or path where Flow (gpm) = K x -\/P Flow added or subtracted Total flow Actual internal diameter of pipe Hazen Williams pipe roughness factor Friction loss per foot of pipe Length of pipe Number of fittings. See table above. Total length (PIPE + FTNG'S) Total pressure (psi) at fitting Pressure due to change in elevation where Pe = 0.433 x change in elevation Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:13 Page 4 NODE ELEVATION NUMBER (FT) SPRINKLER PRESSURE K-FACTOR (GPM/(PSI^h)) (PSI) 40 30 40S 31 41 30 41S 31 42 30 42S 31 43 30 43S 31 44 30 44S 31 45 30 45S 31 46 30 46S 31 47 30 47S 31 153 28 154 30 155 30 156 30 157 30 158 30 159 30 Ail 8 Al2 8 FI 22 F2 22 W 8 75 7.6 50 5.60 7.0 75 8.5 50 5.60 7.9 75 9.4 50 5.60 8.7 75 9.4 50 5.60 8.8 75 7.9 .50 5.60 7.4 .75 9.O 50 5.60 8.4 75 9.8 50 5.60 9.2 75 9.9 50 5.60 9.3 00 18.2 75 11.6 75 11.1 75 9.9 75 9.0 75 10.4 75 9.5 83 27.2 83 27.6 50 20.9 50 20.9 83 28.0 Max velocity of 12.48 occurs in the pipe ACTUAL FLOW (GPM) MINIMUM FLOW (GPM) ACTUAL DENSITY (GPM/SQ.FT) 14.8 15.8 16.6 16.6 15.2 16.2 17.0 17.1 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 0.13 0.14 0.15 0.15 0.14 0.15 0.15 0.16 from 154 TO 153 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. ~acari Uineyard Drawing Date:5/6/lO 5/10/10 9:13 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* PATH 1 FROM HYDRAULIC REFERENCE 40 TO W (PRIMARY PATH) 14.82 1.049 1E 0.75 7.0 7.0 K = 5.60 40S C=100 1.43 0.3 0.0 14.82 0.105 2.18 0.2 7.0 Vel = 5.55 1.049 1T 10.63 7.6 7.6 EqK = 5.39 40 C=100 3.57 0.0 0.0 14.82 0.105 14.19 1.5 7.6 Vel = 5.55 15.79 1.380 8.25 9.0 9.0 157 C=100 0.00 0.0 0.0 See PATH 3 30.60 0.105 8.25 0.9 9.0 Vel = 6.63 16.56 1.610 IT 4.96 9.9 9.9 156 C=100 5.71 0.0 0.0 See PATH 5 47.17 0.111 10.67 1.2 9.9 Vel = 7.51 16.63 2.067 9.46 11.1 11.1 155 C=100 0.00 0.0 0.0 See PATH 6 63.80 0.057 9.46 0.5 11.1 Vel = 6.16 65.42 2.067 3E 7.54 11.6 11.6 154 C=100 IT 17.84 1.2 0.0 See PATH 2 AND 8 129.22 0.212 25.38 5.4 11.6 Vel = 12.48 3.260 1E 6.00 18.2 18.2 153 C=100 6.71 2.4 0.0 129.22 0.023 12.71 0.3 18.2 Vel = 5.02 4.260 4.21 20.9 20.9 Fi C=100 0.00 0.0 0.0 129.22 0.006 4.21 0.0 20.9 Vel = 2.94 4.260 2E 20.04 20.9 20.9 F2 C=100 iT 37.59 5.9 0.0 129.22 0.006 57.63 0.4 20.9 Vel = 2.94 4.260 2E 49.70 27.2 27.2 Ail C=100 18.79 0.0 0.0 129.22 0.006 68.50 0.4 27.2 Vel = 2.94 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Macari Uineyard Drawing Date:5/6/lO 5/10/10 9:13 Tyco Fire Products Page 6 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* PATH I FRO~ HYDRAULIC REFERENCE 40 TO W (PRIMARY PATH) 4.260 2E 37.49 27.6 27.6 Al2 C=100 18.79 0.0 0.0 129.22 0.006 56.28 0.4 27.6 Vel = 2.94 W 129.22 28.0 K = 24.43 PATH 2 FROM HYDRAULIC REFERENCE 44 TO 154 15.20 1.049 1E 0.75 7.4 7.4 K = 5.60 44S C=100 1.43 0.3 0.0 15.20 0.110 2.18 0.2 7.4 Vel = 5.70 1.049 IT 10.63 7.9 7.9 EqK = 5.40 44 C=100 3.57 0.0 0.0 15.20 0.110 14.19 1.6 7.9 Vel = 5.70 16.19 1.380 8.25 9.5 9.5 159 C=100 0.00 0.0 0.0 See PATH 4 31.38 0.110 8.25 0.9 9.5 Vel = 6.80 16.98 1.610 1T 4.96 10.4 10.4 158 C=100 5.71 0.0 0.0 See PATH 7 48.36 0.116 10.67 1.2 10.4 Vel = 7.70 154 48.36 11.6 K = 14.18 PATH 3 FROM HYDRAULIC REFERENCE 41 TO 157 15.79 1.049 1E 0.75 7.9 7.9 K - 5.60 41S C=100 1.43 0.3 0.0 15.79 0.118 2.18 0.3 7.9 Vel = 5.92 1.049 iT 0.75 8.5 8.5 EqK = 5.41 41 C=100 3.57 0.0 0.0 15.79 0.118 4.32 0.5 8.5 Vel = 5.92 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:13 Tyco Fire Products Page 7 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* 157 15.79 9.0 K = 5.25 PATH 4 FROM HYDRAULIC REFERENCE 45 TO 159 16.19 1.049 1E 0.75 8.4 8.4 K = 5.60 45S C=100 1.43 0.3 0.0 16.19 0.123 2.18 0.3 8.4 Vel = 6.07 1.049 iT 0.75 9.0 9.0 EqK = 5.41 45 C=100 3.57 0.0 0.0 16.19 0.123 4.32 0.5 9.0 Vel = 6.07 159 16.19 9.5 K = 5.26 PATH 5 FROM HYDRAULIC REFERENCE 42 TO 156 16.56 1.049 1E 0.75 8.7 8.7 K = 5.60 42S C=100 1.43 0.3 0.0 16.56 0.129 2.18 0.3 8.7 Vel = 6.21 1.049 IT 0.75 9.4 9.4 EqK = 5.42 42 C=100 3.57 0.0 0.0 16.56 0.129 4.32 0.6 9.4 Vel = 6.21 156 16.56 9.9 K = 5.26 PATH 6 FROM HYDRAULIC REFERENCE 43 TO 155 16.63 1.049 1E 0.75 8.8 8.8 K = 5.60 43S C=100 1.43 0.3 0.0 16.63 0.130 2.18 0.3 8.8 Vel = 6.23 1.049 2T 5.67 9.4 9.4 EqK = 5.42 43 C=100 7.14 0.0 0.0 16.63 0.130 12.80 1.7 9.4 Vel = 6.23 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:13 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S . Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* 155 16.63 11.1 K = 4.99 PATH 7 FROM HYDRAULIC REFERENCE 46 TO 158 16.98 1.049 1E 0.75 9.2 9.2 K = 5.60 46S C=100 1.43 0.3 0.0 16.98 0.135 2.18 0.3 9.2 Vel = 6.37 1.049 IT 0.75 9.8 9.~ EqK = 5.42 46 C=100 3.57 0.0 0.0 16.98 0.135 4.32 0.6 9.8 Vel = 6.37 158 16.98 10.4 K = 5.27 PATH 8 FR(R4 HYDRAULIC BEFERENCE 47 TO 154 17.05 1.049 1E 0.75 9.3 9.3 K = 5.60 47S C=100 1.43 0.3 0.0 17.05 0.136 2.18 0.3 9.3 Vel = 6.39 1.049 2T 5.67 9.9 9.9 EqK = 5.42 47 C=100 7.14 0.0 0.0 17.05 0.136 12.80 1.7 9.9 Vel = 6.39 154 17.05 11.6 K = 5.00 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) P S I Job Water Macari Vineyard Static Pressure: 53.0 psi North Road Residual Pressure: 40.0 psi Mattituck, NY Flow: 1805 gpm Remote Area: 3 Date: Loc: 70 60 50 40 3¢ 20 10 Required Pressure: 34.8 psi System Flow: 129 gpm System+Hose: 229 gpm Safety Pres: 21.4 psi Head Elev Pres: 35.1 psi Hose Allowance Inside: 0 gpm Outside: 100 gpm Supp 100 150 200 250 300 350 400 450 500 ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:12 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Macari Vineyard Location: North Road Mattituck, NY Drawing Date: 5/6/10 Contractor: Ventre Fire Protection 1221 Suffolk Ave Brentwood NY 11717 Remote Area Number: 4 Telephone:631 231 5173 Designer: C.T. Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Reviewing Authorities: Occupancy: SYSTEM DESIGN Code: Hazard: System Type:DRY Area of Sprinkler Oper. sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.200 ] Make: REIABLE Area per Sprinkler 130.0 sq ftl Model: F1FR Hose Allowance Inside 0 gpm I K-Factor: 5.60 Hose Allowance Outside 250 gpm I Temperature Rating: 155 CALCULATION SUMMARY 6 Flowing Outlets gpm Required: 407.7 psi Required: 41.5 @ City Supply WATER SUPPLY Water Flow Test Date of Test Static Pressure 53.0 psi Residual Pres 40.0 psi At a Flow of 1805 gpm Elevation 8'0" Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Location: Source of Information: SYSTEM VOLUME 533 Gallons Notes: C f~i-c ~r~fl C~odfg~, % ' ~ % ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:12 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 4 158 1 6" Grvd 90 Eli 14' 100 6.065 158 0.0 1 Pipe 6" 10x25 10' 100 6.357 158 0.0 1 6" Grvd Dry Valve Tyco "52-310-" DP 0' 0 6.065 158 0.0 1 6" Flngd Gate Valve "721U" PIV 3' 120 6.065 158 0.0 Elevation Change 8'0" 3.5 34.7 psi Total Loss for Riser 3.5 psi Hydr Ref ~1 Required at Base of Riser 158 1 Pipe 6" MFx24 Wheatla Mega-Flow 270' 120 6.395 ' 158 0.2 1 6" Flngd Back Flow Valve Watts "709 CHART LOSS 158 3.1 1 Pipe 6" DIxl8 America DI 350 30' 140 6.338 158 0.0 Fixed Flow Outside Hose Stream 250 gpm 38.2 psi Total Loss for Underground 3.3 psi Hydr Ref R2 Required at City Supply 408 Water Source 56.5 psi static, 43.5 psi residual @ 1805 gpm 408 gpm SAFETY PRESSURE 41.5 psi 55.6 psi 14.1 psi NOTE: Water Source has been adjusted to include a change of elevation of 8'0" flow test to point of connection Available Pressure of 55.6 psi Exceeds Required Pressure of 41.5 psi This is a safety margin of 14.1 psi or 25 % of Supply Maximum Water Velocity is 8.9 fps ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:12 Page 3 ABBREV. FITTING NAME TABLE NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve HYD REF K FACTOR Qa Qt DIA C Pf/ft PIPE FTNG'S TOTAL Pt Pe Pf Fv Pm LEGEND Hydraulic reference. Refer to accompanying flow diagram. Flow factor for open head or path where Flow (gpm) = K x -\/P Flow added or subtracted Total flow Actual internal diameter of pipe Hazen Williams pipe roughness factor Friction loss per foot of pipe Length of pipe Number of fittings. See table above. Total length (PIPE + FTNG'S) Total pressure (psi) at fitting Pressure due to change in elevation where Pe = 0.433 x change in elevation Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:12 Page 4 NODE ELEVATION NUMBER (FT) SPRINKLER PRESSURE ACTUAL MINIMUM K-FACTOR FLOW FLOW (GPM/{PSI^h)) (PSI) (GPM) (GPM) 48 26.17 5.60 22.3 26.5 49 26.17 5.60 22.1 26.3 50 29.00 5.60 21.7 26.1 51 29.00 5.60 21.6 26.0 52 26.17 5.60 22.3 26.5 53 26.17 5.60 22.1 26.3 60 29.00 22.5 61 29.00 23.4 62 29.00 23.7 63 29.00 23.9 64 29.00 24.1 65 29.00 24.4 136 25.54 25.6 137 25.54 25.4 138 25.54 25.1 139 25.54 24.8 140 25.54 24.6 141 25.54 24.3 142 26.17 22.8 143 23.33 25.5 144 23.33 25.7 145 23.33 26.0 146 23.33 26.3 147 23.33 26.5 148 23.33 26.8 149 29.00 21.9 150 29.00 24.8 151 31.50 22.8 152 22.44 27.5 E5 21.83 28.1 E6 21.83 28.1 E7 21.83 28.1 E8 21.83 28.1 E9 21.83 28.2 El0 21.83 28.2 W 8.83 34.7 26.0 26.0 26.0 26.0 26.0 26.0 ACTUAL DENSITY (GPM/SQ.FT) 0.20 0.20 0.20 0.20 0.20 0.20 Max velocity of 8.94 occurs in the pipe from 149 TO 151 ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:12 Tyco Fire Products Page 5 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* POINT Qt Pf/ft TOTAL Pf Pn NOTES ******* PATH I FROM HYDRAULIC REFERENCE 49 TO W (PRII~RY PATH) 18.74 1.610 9.10 22.1 22.1 K = 3.98 49 C=100 0.00 0.0 0.0 18.74 0.020 9.10 0.2 22.1 Vel = 2.98 26.45 1.610 2E 13.06 22.3 22.3 K = 5.60 48 C=100 5.71 1.2 0.0 45.20 0.102 18.77 1.9 22.3 Vel = 7.19 2.067 8.63 25.5 25.5 143 C=100 0.00 0.0 0.0 45.20 0.030 8.63 0.3 25.5 Vel = 4.36 2.067 8.63 25.7 25.7 144 C=100 0.00 0.0 0.0 45.20 0.030 8.63 0.3 25.7 Vel = 4.36 2.067 8.63 26.0 26.0 145 C=100 0.00 0.0 0.0 45.20 0.030 8.63 0.3 26.0 Vel = 4.36 2.067 8.63 26.3 26.3 146 C=100 0.00 0.0 0.0 45.20 0.030 8.63 0.3 26.3 Vel = 4.36 2.067 8.63 26.5 26.5 147 C=100 0.00 0.0 0.0 45.20 0.030 8.63 0.3 26.5 Vel = 4.36 2.067 1E 14.11 26.8 26.8 148 C=100 IT 10.71 0.6 0.0 45.20 0.030 24.81 0.8 26.8 Vel = 4.36 112.50 4.260 4E 39.08 28.2 28.2 El0 C=100 IT 56.38 5.6 0.0 See PATH 2 157.70 0.009 95.47 0.9 28.2 Vel = 3.58 W 157.70 34.7 K = 26.78 PATH 2 FROM HYDRAULIC REFERENCE 49 TO El0 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:12 Tyco Fire Products Page 6 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* PATH 2 FROM HYDRAULIC REFERENCE 49 TO El0 CONTINUED 7.60 1.049 1E 17.05 22.1 22.1 K = 1.62 49 C=100 IT 5.00 0.0 0.0 7.60 0.030 22.05 0.7 22.1 Vel = 2.85 7.18 1.049 2.83 22.8 22.8 142 C=100 0.00 -1.2 0.0 See PATH 4 14.78 0.104 2.83 0.3 22.8 Vel = 5.54 9.08 1.049 1E 6.41 21.9 21.9 149 C=100 1.43 -1.1 0.0 See PATH 6 23.86 0.253 7.83 2.0 21.9 Vel = 8.94 2.067 1E 84.06 22.8 22.8 151 C=100 3.57 3.9 0.0 23.86 0.009 87.63 0.8 22.8 Vel = 2.30 1.380 iT 0.60 27.5 27.5 152 C=100 4.28 0.3 0.0 23.86 0.066 4.89 0.3 27.5 Vel = 5.17 45.63 4.260 0.25 28.1 28.1 E7 C=100 0.00 0.0 0.0 See PATH 3 69.49 0.002 0.25 0.0 28.1 Vel = 1.58 43.01 4.260 14.04 28.1 28.1 E8 C=100 0.00 0.0 0.0 See PATH 5 112.50 0.005 14.04 0.1 28.1 Vel = 2.56 4.260 1.63 28.2 28.2 E9 C=100 0.00 0.0 0.0 112.50 0.005 1.63 0.0 28.2 Vel = 2.56 El0 112.50 28.2 K = 21.19 PATH 3 FROM HYDRAULIC REFERENCE 53 TO E7 19.17 1.610 9.10 22.1 22.1 K = 4.07 53 C=100 0.00 0.0 0.0 19.17 0.021 9.10 0.2 22.1 Vel = 3.05 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:12 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* PATH 3 FR~ HYDRAULIC REFERENCE 53 TO E7 CONTINUED 26.46 1.610 2E 10.75 22.3 22.3 K = 5.60 52 C=100 5.71 0.3 0.0 45.63 0.104 16.46 1.7 22.3 Vel = 7.26 2.067 8.63 24.3 24.3 141 C=100 0.00 0.0 0.0 45.63 0.031 8.63 0.3 24.3 Vel = 4.41 2.067 8.63 24.6 24.6 140 C=100 0.00 0.0 0.g 45.63 0.031 8.63 0.3 24.6 Vel = 4.41 2.067 8.63 24.8 24.8 139 C=100 0.00 0.0 0.0 45.63 0.031 8.63 0.3 24.8 Vel = 4.41 2.067 8.63 25.1 25.1 138 C=100 0.00 0.0 0.0 45.63 0.031 8.63 0.3 25.1 Vel = 4.41 2.067 8.63 25.4 25.4 137 C=100 0.00 0.0 0.0 45.63 0.031 8.63 0.3 25.4 Vel = 4.41 2.067 1E 16.32 25.6 25.6 136 C=100 iT 10.71 1.6 0.0 45.63 0.031 27.02 0.8 25.6 Vel = 4.41 4.260 0.67 28.1 28.1 E5 C=100 0.00 0.0 0.0 45.63 0.001 0.67 0.0 28.1 Vel = 1.04 4.260 13.79 28.1 28.1 E6 C=100 0.00 0.0 0.0 45.63 0.001 13.79 0.0 28.1 Vel = 1.04 E7 45.63 28.1 K = 8.61 PATH 4 FROM HYDRAULIC REFERENCE 53 TO 142 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Macari Vineyard Drawing Date:5/6/lO 5/10/10 9:12 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* PATH 4 FRO~ HYDRAULIC REFERENCE 53 TO 142 CONTINUED 7.18 1.049 2T 17.26 22.1 22.1 K = 1.53 53 C=100 7.14 0.0 0.0 7.18 0.027 24.40 0.7 22.1 Vel = 2.69 142 7.18 22.8 K = 1.50 PATH 5 FROM HYDRAULIC REFERENCE 51 TO E8 16.92 1.610 9.10 21.6 21.6 K = 3.65 51 C=100 0.00 0.0 0.0 16.92 0.017 9.10 0.2 21.6 Vel = 2.69 26.09 1.610 8.05 21.7 21.7 K = 5.60 50 C=100 0.00 0.0 0.0 43.01 0.093 8.05 0.8 21.7 Vel = 6.85 2.067 4E 20.80 22.5 22.5 60 C=100 14.27 0.0 0.0 43.01 0.028 35.07 1.0 22.5 Vel = 4.15 2.067 8.63 23.4 23.4 61 C=100 0.00 0.0 0.0 43.01 0.028 8.63 0.2 23.4 Vel = 4.15 2.067 8.63 23.7 23.7 62 C=100 0.00 0.0 0.0 43.01 0.028 8.63 0.2 23.7 Vel = 4.15 2.067 8.63 23.9 23.9 63 C=100 0.00 0.0 0.0 43.01 0.028 8.63 0.2 23.9 Vel = 4.15 2.067 8.63 24.1 24.1 64 C=100 0.00 0.0 0.0 43.01 0.028 8.63 0.2 24.1 Vel = 4.15 2.067 1E 12.61 24.4 24.4 65 C=100 3.57 0.0 0.0 43.01 0.028 16.18 0.4 24.4 Vel = 4.15 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ~acari Uineyard Drawing Date:5/6/lO 5/10/10 9:12 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* PATH 5 FROM HYDRAULIC REFERENCE 51 TO E8 CONTINUED 2.635 iT 7.17 24.8 24.8 150 C=100 11.76 3.1 0.0 43.01 0.008 18.92 0.2 24.8 Vel = 2.56 E8 43.01 28.1 K = 8.11 PATH 6 FROM ~URAULIC REFERENCE 51 TO 149 9.08 1.049 iT 3.89 21.6 21.6 K = 1.95 51 C=100 3.57 0.0 0.0 9.08 0.042 7.45 0.3 21.6 Vel = 3.40 149 9.08 21.9 K = 1.94 UNITS - DIe.METER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) P S I Job Water Required Hose Allowance Macari Vineyard Static Pressure: 53.0 psi Pressure: 41.5 psi Inside: 0 gpm North Road Residual Pressure: 40.0 psi System Flow: 158 gpm Outside: 250 gpm Mattituck, NY Flow: 1805 gpm System+Hose: 408 gpm Remote Area: 4 Date: Safety Pres: 14.1 psi Loc: Head Elev Pres: 34.7 psi 70 Suppl 250 gpm hose -34.7 psi 60 40 20 10 1 O0 150 200 250 300 350 400 450 500 ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:12 HYDRAULIC DESIG~ INFOI~MATION SHEET Job Name: Macari Vineyard Location: North Road Mattituck, NY Drawing Date: 5/6/10 Contractor: Ventre Fire Protection 1221 Suffolk Ave Brentwood NY 11717 Remote Area Number: 5 Telephone:631 231 5173 Designer: C.T. Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Reviewing Authorities: Occupancy: SYSTEM DESIGN Code: Hazard: System Type:DRY Area of Sprinkler Oper. 1950 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.200 I Make: REIABLE Area per Sprinkler 129.0 sq ftl Model: F1FR Hose Allowance Inside 0 gpm I K-Factor: 8.00 Hose Allowance Outside 250 gpm I Temperature Rating: 155 CALCULATION SUMMARY 18 Flowing Outlets gpm Required: 723.5 psi Required: 45.6 @ City Supply WATER SUPPLY Water Flow Test Date of Test Static Pressure 53.0 psi Residual Pres 40.0 psi At a Flow of 1805 gpm Elevation 8'0" Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Location: Source of Information: SYSTEM VOLUME 533 Gallons Notes: Macari Vineyard Drawing Date:5/6/lO 5/10/10 9:12 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 5 473 1 6" Grvd 90 Eli 14' 100 6.065 473 0.2 1 Pipe 6" 10x25 10' 100 6.357 473 0.1 1 6" Grvd Dry Valve Tyco "52-310-" DP 0' 0 6.065 473 0.0 1 6" Flngd Gate Valve "721U" PIV 3' 120 6.065 473 0.0 Elevation Change 8'0" 3.5 35.1 psi Total Loss for Riser 3.8 psi Hydr Ref Ri Required at Base of Riser 473 1 Pipe 6" MFx24 Wheatla Mega-Flow 270' 120 6.395 473 1.8 1 6" Flngd Bac~ Flow Valve Watts "709 CHART LOSS 473 4.8 1 Pipe 6" DIxl8 America DI 350 30' 140 6.338 473 0.2 Fixed Flow Outside Hose Stream 250 gpm 38.8 psi Total Loss for Underground 6.8 psi Hydr Ref R2 Required at City Supply 723 Water Source 56.5 psi static, 43.5 psi residual @ 1805 gpm 723 gpm SAFETY PRESSURE 45.6 psi 54.1 psi 8.5 psi NOTE: Water Source has been adjusted to include a change of elevation of 8'0" flow test to point of connection Available Pressure of 54.1 psi Exceeds Required Pressure of 45.6 psi This is a safety margin of 8.5 psi or 16 % of Supply Maximum Water Velocity is 14.4 fps ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:12 Page 3 ABBREV. FITTING NAME TABLE NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve HYD REF K FACTOR Qa Qt DIA C Pf/ft PIPE FTNG'S TOTAL Pt Pe Pf mv Pn Hydraulic reference. Refer to accompanying flow diagram. Flow factor for open head or path where Flow (gpm) = K x -\/P Flow added or subtracted Total flow Actual internal diameter of pipe Hazen Williams pipe roughness factor Friction loss per foot of pipe Length of pipe Number of fittings. See table above. Total length (PIPE + FTNG'S) Total pressure (psi) at fitting Pressure due to change in elevation where Pe = 0.433 x change in elevation Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations Macari Vineyard Drawing Date:5/6/lO 5/10/10 9:12 Page 4 NODE ELEVATION NUMBER (FT) SPRINKLER PRESSURE K-FACTOR (GPM/(PSI^h}) (PSI) ACTUAL FLOW (GPM) 48 26.17 49 26.17 50 29.00 51 29.00 52 26.17 53 26.17 54 26.18 55 26.18 56 26.18 57 26.18 58 26.18 59 26.18 60 29.00 61 29.00 62 29.00 63 29.00 64 29.00 65 29.00 67 23.33 68 23.33 69 23.33 70 23.33 71 23.33 72 23.33 136 25.54 137 25.54 138 25.54 139 25.54 140 25.54 141 25.54 142 26.17 143 23.33 144 23.33 145 23.33 146 23.33 147 23.33 148 23.33 149 29.00 150 29.00 151 31.50 152 22.44 E5 21.83 E6 21.83 E7 21.83 E8 21.83 E9 21.83 El0 21.83 W 8.83 10.9 11.0 10.5 10.7 10.7 10.8 8.00 9.3 24.3 8.00 9.3 24.4 8.00 9.4 24.6 8.00 9.9 25.1 8.00 10.6 26.1 8.00 11.9 27.6 8.00 10.4 25.8 8.00 10.5 25.9 8.00 10.6 26.1 8.00 11 1 26.6 8.00 12 0 27.7 8.00 13 5 29.3 8.00 10 2 25.6 8.00 10 3 25.6 8.00 10 5 25.9 8.00 10 9 26.4 8.00 11 8 27.4 8.00 13 1 29.0 13 9 12 4 11 5 11 1 10 9 10 9 12 3 12 0 12 0 12.2 12.8 13.8 15.3 11.6 17.7 15.3 21.2 22.2 22.2 22.3 22.3 22.8 22.8 35.1 Max velocity of 14.42 occurs in the pipe from 149 TO 151 MINIMUM FLOW (GPM) 21.2 21.2 21.2 21.2 21.2 21.2 25.8 25.8 25.8 25.8 25.8 25.8 21.2 21.2 21.2 21.2 21.2 21.2 ACTUAL DENSITY {GPM/SQ.FT) 0.24 0.24 0.24 0.25 0.26 0.27 0.20 0.20 0.20 0.21 0.21 0.23 0.25 0.25 0.25 0.26 0.27 0.28 ~acari Uineyard Drawing Date:5/6/lO 5/10/10 9:12 Tyco Fire Products Page 5 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* PATH i FROM HYDRAULIC REFERENCE 67 TO W (PRIMARY PATH) 25.60 1.049 iT 2.50 10.2 10.2 K = 8.00 67 C=100 3.57 0.0 0.0 25.60 0.288 6.07 1.7 10.2 Vel = 9.60 -10.84 2.067 8.63 12.0 12.0 143 C=100 0.00 0.0 0.0 See PATH 16 14.76 0.004 8.63 0.0 12.0 Vel = 1.42 25.64 2.067 8.63 12.0 I2.0 144 C=100 0.00 0.0 0.0 See PATH 2 40.39 0.025 8.63 0.2 12.0 Vel = 3.90 25.86 2.067 8.63 12.2 12.2 145 C=100 0.00 0.0 0.0 See PATH 3 66.26 0.061 8.63 0.5 12.2 Vel = 6.40 26.43 2.067 8.63 12.8 12.8 146 C=100 0.00 0.0 0.0 See PATH 7 92.68 0.114 8.63 1.0 12.8 Vel = 8.95 27.44 2.067 8.63 13.8 13.8 147 C=100 0.00 0.0 0.0 See PATH 9 120.12 0.185 8.63 1.6 13.8 Vel = 11.60 29.00 2.067 1E 14.11 15.3 15.3 148 C=100 iT 10.71 0.6 0.0 See PATH 14 149.13 0.276 24.81 6.8 15.3 Vel = 14.40 324.35 4.260 4E 39.08 22.8 22.8 El0 C=100 iT 56.38 5.6 0.0 See PATH 4 473.47 0.069 95.47 6.6 22.8 Vel = 10.76 W 473.47 35.1 K = 79.95 PATH 2 FROM HYDRAULIC REFERENCE 68 TO 144 25.64 1.049 iT 2.50 10.3 10.3 K = 8.00 68 C=100 3.57 0.0 0.0 25.64 0.289 6.07 1.8 10.3 Vel = 9.61 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:12 Tyco Fire Products Page 6 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* 144 25.64 12.0 K = 7.39 PATH 3 FROM HYDRAULIC REFERENCE 69 TO 145 25.86 1.049 iT 2.50 10.5 10.5 K = 8.00 69 C=100 3.57 0.0 0.0 25.86 0.293 6.07 1.8 10.5 Vel = 9.70 145 25.86 12.2 K = 7.39 PATH 4 FR(H4 HYDRAULIC REFERENCE 54 TO El0 24.34 1.049 iT 1.48 9.3 9.3 K = 8.00 54 C=100 3.57 0.3 0.0 24.34 0 262 5.05 1.3 9.3 Vel = 9.12 -11.04 2 067 8.63 10.9 10.9 141 C=100 0.00 0.0 0.0 See PATH 15 13.29 0 003 8.63 0.0 10.9 Vel = 1.28 24.37 2 067 8.63 10.9 10.9 140 C=100 0.00 0.0 0.0 See PATH 5 37.66 0 022 8.63 0.2 10.9 Vel = 3.64 24.58 2 067 8.63 11.1 11.1 139 C=100 0.00 0.0 0.0 See PATH 6 62.24 0 055 8.63 0.5 11.1 Vel = 6.01 25.12 2 067 8.63 11.5 11.5 138 C=100 0.00 0.0 0.0 See PATH 8 87.37 0 103 8.63 0.9 11.5 Vel = 8.43 26.10 2 067 8.63 12.4 12.4 137 C=100 0.00 0.0 0.0 See PATH 10 113.46 0 166 8.63 1.4 12.4 Vel = 10.95 27.61 2 067 1E 16.32 13.9 13.9 136 C=100 1T 10.71 1.6 0.0 See PATH 13 141.07 0.249 27.02 6.7 13.9 Vel = 13.62 UNITS - DIA/METER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Macari Vineyard Drawing Date:5/6/lO 5/10/10 9:12 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* PATH 4 FROM HYDRAULIC REFEBENCE 54 TO El0 CONTII~JED 4.260 0.67 22.2 22.2 E5 C=100 0.00 0.0 0.0 141.07 0.007 0.67 0.0 22.2 Vel = 3.21 4.260 13.79 22.2 22.2 E6 C=100 0.00 0.0 0.0 141.07 0.007 13.79 0.1 22.2 Vel = 3.21 38.48 4.260 0.25 22.3 22.3 E7 C=100 0.00 0.0 0.0 See PATH 11 179.55 0.011 0.25 0.0 22.3 Vel = 4.08 144.79 4.260 14.04 22.3 22.3 E8 C=100 0.00 0.0 0.0 See PATH 12 324.35 0.034 14.04 0.5 22.3 Vel = 7.37 4.260 1.63 22.8 22.8 E9 C=100 0.00 0.0 0.0 324.35 0.034 1.63 0.1 22.8 Vel = 7.37 El0 324.35 22.8 K = 67.87 PATH 5 FRO~4 HYDRAULIC REFERENCE 55 TO 140 24.37 1.049 iT 1.48 9.3 9.3 K = 8.00 55 C=100 3.57 0.3 0.0 24.37 0.263 5.05 1.3 9.3 Vel = 9.13 140 24.37 10.9 K = 7.39 PATH 6 FROM HYDRAULIC REFERENCE 56 TO 139 24.58 1.049 iT 1.48 9.4 9.4 K = 8.00 56 C=100 3.57 0.3 0.0 24.58 0.267 5.05 1.3 9.4 Vel = 9.22 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ~acari Uineyard Drawing Date:5/6/lO 5/10/10 9:12 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* 139 24.58 11.1 K = 7.39 PATH 7 FROM HYDBAULIC P. EFERENCE 70 TO 146 26.43 1.049 iT 2.50 10.9 10.9 K = 8.00 70 C=100 3.57 0.0 0.0 26.43 0.305 6.07 1.9 10.9 Vel = 9.91 146 26.43 12.8 K = 7.40 PATH 8 FR0~xmRAULIC REFERENCE 57 TO 138 25.12 1.049 iT 1.48 9.9 9.9 K = 8.00 57 C=100 3.57 0.3 0.0 25.12 0.278 5.05 1.4 9.9 Vel = 9.42 138 25.12 11.5 K = 7.40 PATH 9 FR(~ HYDRAULIC REFERENCE 71 TO 147 27.44 1.049 iT 2.50 11.8 11.8 K = 8.00 71 C=100 3.57 0.0 0.0 27.44 0.327 6.07 2.0 11.8 Vel = 10.29 147 27.44 13.8 K = 7.40 PATH 10 FROM HTDRAULIC REFERENCE 58 TO 137 26.10 1.049 iT 1.48 10.6 10.6 K = 8.00 58 C=100 3.57 0.3 0.0 26.10 0.298 5.05 1.5 10.6 Vel = 9.78 UNITS - DI~ETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Macari Vineyard Drawing Date:5/6/lO 5/10/10 9:12 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* 137 26.10 12.4 K = 7.40 PATH 11 FROM HYDI~AULIC BEFERE~NCE 60 TO E7 16.59 1.610 8.05 10.4 10.4 K = 5.14 60 C=100 0.00 0.0 0.0 16.59 0.016 8.05 0.1 10.4 Vel = 2.64 1.610 9.10 10.5 10.5 50 C=100 0.00 0.0 0.0 16.59 0.016 9.10 0.1 10.5 Vel = 2.64 1.049 IT 3.89 10.7 10.7 51 C=100 3.57 0.0 0.0 16.59 0.129 7.45 1.0 10.7 Vel = 6.22 21.89 1.049 1E 6.41 11.6 11.6 149 C=100 1.43 -1.1 0.0 See PATH 15 38.48 0.612 7.83 4.8 11.6 Vel = 14.42 2.067 1E 84.06 15.3 15.3 151 C=100 3.57 3.9 0.0 38.48 0.022 87.63 2.0 15.3 Vel = 3.72 1.380 iT 0.60 21.2 21.2 152 C=100 4.28 0.3 0.0 38.48 0.161 4.89 0.8 21.2 Vel = 8.33 E7 38.48 22.3 K = 8.15 PATH 12 FROM HYDRAULIC REFERENCE 60 TO E8 9.21 2.067 4E 20.80 10.4 10.4 K = 2.86 60 C=100 14.27 0.0 0.0 9.21 0.002 35.07 0.1 10.4 Vel = 0.89 25.87 2.067 8.63 10.5 10.5 K = 8.00 61 C=100 0.00 0.0 0.0 35.08 0.019 8.63 0.2 10.5 Vel = 3.39 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:12 Tyco Fire Products Page 10 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* PATH 12 FRO~ HYDRAULIC REFERENCE 60 TO E8 CONTINUED 26.07 2.067 8.63 10.6 10.6 K = 8.00 62 C=100 0.00 0.0 0.0 61.15 0.053 8.63 0.5 10.6 Vel = 5.90 26.63 2.067 8.63 11.1 11.1 K = 8.00 63 C=100 0.00 0.0 0.0 87.78 0.103 8.63 0.9 11.1 Vel = 8.47 27.68 2.067 8.63 12.0 12.0 K = 8.00 64 C=100 0.00 0.0 0.0 115.45 0.172 8.63 1.5 12.0 Vel = 11.15 29~34 2.067 1E 12.61 13.5 13.5 K = 8.00 65 C=100 3.57 0.0 0.0 144.79 0.261 16.18 4.2 13.5 Vel = 13.98 2.635 1T 7.17 17.7 17.7 150 C=100 11.76 3.1 0.0 144.79 0.080 18.92 1.5 17.7 Vel = 8.60 E8 144.79 22.3 K = 30.66 PATH 13 FROM HYDRAULIC REFERENCE 59 TO 136 27.61 1.049 IT 1.48 11.9 11.9 K = 8.00 59 C=100 3.57 0.3 0.0 27.61 0.331 5.05 1.7 11.9 Vel = 10.35 136 27.61 13.9 K = 7.42 PATH 14 FROM HYDRAULIC REFERENCE 72 TO 148 29.00 1.049 IT 2.50 13.1 13.1 K = 8.00 72 C=100 3.57 0.0 0.0 29.00 0.363 6.07 2.2 13.1 Vel = 10.87 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:12 Tyco Fire Products Page 11 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* 148 29.00 15.3 K = 7.40 PATH 15 FROM HYDRAULIC REFERENCE 141 TO 149 11.04 1.610 2E 10.75 10.9 10.9 141 C=100 5.71 -0.3 0.0 See PATH 4 11.04 0.008 16.46 0.1 10.9 Vel = 1.76 1.610 9.10 10.7 10.7 52 C=100 0.00 0.0 0.0 11.04 0.008 9.10 0.1 10.7 Vel = 1.76 1.049 2T 17.26 10.8 10.8 53 C=100 7.14 0.0 0.0 11.04 0.061 24.40 1.5 10.8 Vel = 4.14 10.84 1.049 2.83 12.3 12.3 142 C=100 0.00 -1.2 0.0 See PATH 16 21.89 0.215 2.83 0.6 12.3 Vel = 8.20 149 21.89 11.6 K = 6.42 PATH 16 FROM HYDRAULIC REFERENCE 143 TO 142 10.84 1.610 2E 13.06 12.0 12.0 143 C=100 5.71 -1.2 0.0 See PATH 1 10.84 0.007 18.77 0.1 12.0 Vel = 1.73 1.610 9.10 10.9 10.9 48 C=100 0.00 0.0 0.0 10.84 0.007 9.10 0.1 10.9 Vel = 1.73 1.049 1E 17.05 11.0 11.0 49 C=100 iT 5.00 0.0 0.0 10.84 0.059 22.05 1.3 11.0 Vel = 4.06 142 10.84 12.3 K = 3.10 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 70 Job Water Macari Vineyard Static Pressure: 53.0 psi North Road Residual Pressure: 40.0 psi Mattituck, NY Flow: 1805 gpm Remote Area: 5 Date: Loc: Required Pressure: 45.6 psi System Flow: 473 gpm System+Hose: 723 gpm Safety Pres: 8.5 psi Head Elev Pres: 28.0 psi Hose Allowance Inside: 0 gpm Outside: 250 gpm 60 5G 250 ! hose 4O P S 30 20 10 150 225 300 375 450 525 600 675 750 ~acari Yineyard Drawing Date:5/6/lO 5/10/10 9:10 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Macari Vineyard Location: North Road Mattituck, NY Drawing Date: 5/6/10 Contractor: Ventre Fire Protection 1221 Suffolk Ave Brentwood NY 11717 Remote Area Number: 6 Telephone:631 231 5173 Designer: C.T. Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Reviewing Authorities: Occupancy: SYSTEM DESIGN Code: Hazard: System Type:DRY Area of Sprinkler Oper. sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.200 I Make: REIABLE Area per Sprinkler 118.0 sq ftl Model: F1FR Hose Allowance Inside 0 gpm I K-Factor: 5.60 Hose Allowance Outside 250 gpm I Temperature Rating: 155 CALCULATION SUMMARY 14 Flowing Outlets gpm Required: 576.0 psi Required: 39.8 @ City Supply WATER SUPPLY Water Flow Test Date of Test Static Pressure 53.0 psi Residual Pres 40.0 psi At a Flow of 1805 gpm Elevation 8'0" Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Location: Source of Information: SYSTEM VOLUME 533 Gallons Notes: ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:10 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 6 326 31.6 psi 1 6" Grvd 90 Ell 14~ 100 6.065 326 0.1 1 Pipe 6" 10x25 10' 100 6.357 326 0.0 1 6" Grvd Dry Valve Tyco "52-310-" DP 0' 0 6.065 326 0.0 1 6" Flngd Gate Valve "721U" PIV 3' 120 6.065 326 0.0 Elevation Change 8'0" 3.5 Total Loss for Riser 3.6 psi Hydr Ref RI Required at Base of Riser 326 1 Pipe 6" MFx24 Wheatla Mega-Flow 270' 120 6.395 326 0.9 1 6" Flngd Back Flow Valve Watts "709 CHART LOSS 326 3.7 1 Pipe 6" DIxl8 America DI 350 30' 140 6.338 326 0.1 Fixed Flow Outside Hose Stream 250 gpm 35.2 psi Total Loss for Underground 4.7 psi Hydr Ref R2 Water Source 56.5 psi Required at City Supply 576 static, 43.5 psi residual @ 1805 gpm 576 gpm SAFETY PRESSURE 39.8 psi 54.9 psi 15.1 psi NOTE: Water Source has been adjusted to include a change of elevation of 8'0" flow test to point of connection Available Pressure of 54.9 psi Exceeds Required Pressure of 39.8 psi This is a safety margin of 15.1 psi or 27 % of Supply Maximum Water Velocity is 14.5 fps Macari Vineyard Drawing Date:5/6/lO 5/10/10 9:10 Page 3 ABBREV. C E F S T V FITTING NAME TABLE NAME Coupling 90' Standard Elbow 45' Elbow Straight Flow Thru Tee 90' Flow Thru Tee Valve HYD REF K FACTOR Qa Qt DIA C Pf/ft PIPE FTNG'S TOTAL Pt Pe Pf Pv Pm LEGEND Hydraulic reference. Refer to accompanying flow diagram. Flow factor for open head or path where Flow (gpm) = K x -\/P Flow added or subtracted Total flow Actual internal diameter of pipe Hazen Williams pipe roughness factor Friction loss per foot of pipe Length of pipe Number of fittings. See table above. Total length (PIPE + FTNG'S) Total pressure (psi) at fitting Pressure due to change in elevation where Pe = 0.433 x change in elevation Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:10 Page 4 NODE ELEVATION SPRINKLER PRESSURE NUMBER K-FACTOR (ET} {GPM/(PSI^~)) (PSI} ACTUAL FLOW (GPM) 73 9.50 5.60 15.3 74 9.50 5.60 15.5 75 9.50 5.60 16.3 76 9.50 5.60 18.2 77 9.50 5.60 17.8 78 9.50 5.60 18.1 79 9.50 5.60 19.4 80 9.50 5.60 17.8 81 9.50 5.60 18.2 82 9.50 5.60 19.5 83 9.50 5.60 15.5 84 9.50 5.60 15.7 85 9.50 5.60 16.6 86 9.50 5.60 18.5 A5 8.83 23.1 A6 8.83 23.1 A7 8.83 23.1 A8 8.83 23.2 A9 8.83 23.4 Al0 8.83 25.8 All 8.83 27.2 Al2 8.83 29.6 D1 8.83 23.0 W 8.83 31.6 21.9 22.0 22.6 23.9 23.6 23.8 24.7 23.7 23.9 24.7 22.0 22.2 22.8 24.1 Max velocity of 14.50 occurs in the pipe from A9 TO 86 MINIMUM FLOW (GPM) 20.0 20.0 20.0 20.0 23.6 23.6 23.6 23.6 23.6 23.6 20.0 20.0 20.0 20.0 ACTUAL DENSITY (GPM/SQ.FT) 0.22 0.22 0.23 0.24 0.20 0.20 0.21 0.20 0.20 0.21 0.22 0.22 0.23 0.24 ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:10 Tyco Fire Products Page 5 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* PATH I FRO~ HYDRAULIC REFERENCE 73 TO W (PRIMARY PATH) 21.88 1.610 8.75 15.3 15.3 K = 5.60 73 C=100 0.00 0.0 0.0 21.88 0.027 8.75 0.2 15.3 Vel = 3.48 22.05 1.610 8.75 15.5 15.5 K = 5.60 74 C=100 0.00 0.0 0.0 43.93 0.097 8.75 .0.8 15.5 Vel = 6.99 22.64' 1.610 8.75 16.3 16.3 K = 5.60 75 C=100 0.00 0.0 0.0 66.57 0.209 8.75 1.8 16.3 Vel = 10.59 23,88 1.610 1E 3.79 18,2 18~2 K = 5.60 76 C=100 IT 8.56 0.3 0.0 90.45 0.369 12.35 4.6 18.2 Vel = 14.39 4.260 6.13 23.0 23.0 D1 C=100 0.00 0.0 0.0 90.45 0.003 6.13 0.0 23.0 Vel = 2.06 4.260 4.63 23.1 23.1 A5 C=100 0.00 0.0 0.0 90.45 0.003 4.63 0.0 23.1 Vel = 2.06 72.12 4.260 0.46 23.1 23.1 A6 C=100 0.00 0.0 0.0 See PATH 3 162.57 0.010 0.46 0.0 23.1 Vel = 3.70 4.260 9.63 23.1 23.1 A7 C=100 0.00 0.0 0.0 162.57 0.010 9.63 0.1 23.1 Vel = 3.70 72.27 4.260 10.71 23.2 23.2 A8 C=100 0.00 0.0 0.0 See PATH 4 234.84 0.019 10.71 0.2 23.2 Vel = 5.34 91.13 4.260 2E 33.63 23.4 23.4 A9 C=100 iT 37.59 0.0 0.0 See PATH 2 325.97 0.035 71.22 2.5 23.4 Vel = 7.41 4.260 1E 31.20 25.8 25.8 At0 C=100 9.40 0.0 0.0 325.97 0.035 40.60 1.4 25.8 Vel = 7.41 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:10 Tyco Eire Products Page 6 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES PATH I FROM HYDRAULIC REFEBENCE 73 TO W (PRIMARY PATH) 4.260 2E 49.70 27.2 27.2 Ail C=100 18.79 0.0 0.0 325.97 0.035 68.50 2.4 27.2 Vel = 7.41 4.260 2E 37.49 29.6 29.6 Al2 C=100 18.79 0.0 0.0 325.97 0.035 56.28 1.9 29.6 Vel = 7.41 W 325.97 31.6 K = 58.03 PATH 2 FRO~ HXDRAULIC REFERENCE 83 TO A9 22.04 1.610 8.75 15.5 15.5 K = 5.60 83 C=100 0.00 0.0 0.0 22.04 0.027 8.75 0.2 15.5 Vel = 3.51 22.21 1.610 8.75 15.7 15.7 K = 5.60 84 C=100 0.00 0.0 0.0 44.26 0.098 8.75 0.9 15.7 Vel = 7.04 22.81 1.610 8.75 16.6 16.6 K = 5.60 85 C=100 0.00 0.0 0.0 67.07 0.212 8.75 1.9 16.6 Vel = 10.67 24.06 1.610 1E 3.79 18.5 18.5 K = 5.60 86 C=100 iT 8.56 0.3 0.0 91.13 0.374 12.35 4.6 18.5 Vel = 14.50 A9 91.13 23.4 K = 18.85 PATH 3 FROM HYDRAULIC REFERENCE 77 TO A6 77 23.60 1.610 11.67 17.8 17.8 K = 5.60 C=100 0.00 0.0 0.0 23.60 0.031 11.67 0.4 17.8 Vel = 3.76 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:10 Tyco Fire Products Page 7 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* PATH 3 FR0~ HYDRAULIC REFERENCE 77 TO A6 CONTINUED 23.84 1.610 11.67 18.1 18.1 K = 5.60 78 C=100 0.00 0.0 0.0 47.44 0.112 11.67 1.3 18.1 Vel = 7.55 24.68 1.610 1E 5.25 19.4 19.4 K = 5.60 79 C=100 iT 8.56 0.3 0.0 72.12 0.243 13.81 3.4 19.4 Vel = 11.48 A6 72.12 23.1 K = 15.02 PATH 4 FRO~H~Di~AULIC REFERENCE 80 TO A8 23.65 1.610 11.67 17.8 17.8 K = 5.60 80 C=100 0.00 0.0 0.0 23.65 0.031 11.67 0.4 17.8 Vel = 3.76 23.89 1.610 11.67 18.2 18.2 K = 5.60 81 C=100 0.00 0.0 0.0 47.54 0.112 11.67 1.3 18.2 Vel = 7.57 24.73 1.610 1E 5.25 19.5 19.5 K = 5.60 82 C=100 1T 8.56 0.3 0.0 72.27 0.244 13.81 3.4 19.5 Vel = 11.50 A8 72.27 23.2 K = 15.02 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) P S I Job Water Required Hose Allowance Macari Vineyard Static Pressure: 53.0 psi Pressure: 39.8 psi Inside: 0 gpm Nodh Road Residual Pressure: 40.0 psi System Flow: 326 gpm Outside: 250 gpm Mattituck, NY Flow: 1805 gpm System+Hose: 576 gpm Remote Area: 6 Date: Safety Pres: 15.1 psi Loc: Head Elev Pres: 36.0 psi Suppl ~ _.----- ~ 250 gpm hose 20 10 150 225 300 375 450 525 600 675 750 ~acari Vineyard Drawing Date:5/6/lO 5/10/10 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Macari Vineyard Location: North Road Mattituck, NY Drawing Date: 5/6/10 Contractor: Ventre Fire Protection 1221 Suffolk Ave Brentwood NY 11717 Remote Area Number: 7 Telephone:631 231 5173 Designer: C.T. Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Reviewing Authorities: 9:8 Occupancy: C~ SYSTEM DESIGN Code: Hazard: System Type:DRY Area of Sprinkler Oper. sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.200 I Make: TYCO Area per Sprinkler 113.0 sq ftl Model: DS-1 Hose Allowance Inside 0 gpm I K-Factor: 5.60 Hose Allowance Outside 250 gpm I Temperature Rating: 155 CALCULATION SUMMARY 15 Flowing Outlets gpm Required: 566.1 psi Required: 38.5 @ City Supply WATER SUPPLY Water Flow Test I Pump Data Date of Test I Rated Capacity 0 gpm Static Pressure 53.0 psi I Rated Pressure 0.0 psi Residual Pres 40.0 psi I Elevation 0 At a Flow of 1805 gpm I Make: Elevation 8'0" I Model: Location: Source of Information: SYSTEM VOLUME 533 Gallons ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9: 8 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 7 316 1 6" Grvd 90 Eli 14' 100 6.065 316 0.1 1 Pipe 6" 10x25 10' 100 6.357 316 0.0 1 6" Grvd Dry Valve Tyco "52-310-" DP 0' 0 6.065 316 0.0 1 6" Flngd Gate Valve "721U" PIV 3' 120 6.065 316 0.0 Elevation Change 8'0" 3.5 30.3 psi Total Loss for Riser 3.6 psi Hydr Ref Ri Required at Base of Riser 316 1 Pipe 6" MFx24 Wheatla Mega-Flow 270' 120 6.395 316 0.9 1 6" Flngd Back Flow Valve Watts "709 CHART LOSS 316 3.6 1 Pipe 6" DIxl8 America DI 350 30' 140 6.338 316 0.1 Fixed Flow Outside Hose Stream 250 gpm 33.9 psi Total Loss for Underground 4.5 psi Hydr Ref R2 Required at City Supply 566 Water Source 56.5 psi static, 43.5 psi residual @ 1805 gpm 566 gpm SAFETY PRESSURE 38.5 psi 55.0 psi 16.5 psi NOTE: Water Source has been adjusted to include a change of elevation of 8'0" flow test to point of connection Available Pressure of 55.0 psi Exceeds Required Pressure of 38.5 psi This is a safety margin of 16.5 psi or 30 % of Supply Maximum Water Velocity is 13.9 fps ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:8 Page 3 ABBREV. FITTING NAME TABLE NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve HYD REF K FACTOR Qa Qt DIA C Pf/ft PIPE FTNG'S TOTAL Pt Pe Pf ?V Pm Hydraulic reference. Refer to accompanying flow diagram. Flow factor for open head or path where Flow (gpm) = K x -\/P Flow added or subtracted Total flow Actual internal diameter of pipe Hazen Williams pipe roughness factor Friction loss per foot of pipe Length of pipe Number of fittings. See table above. Total length (PIPE + FTNG'S) Total pressure (psi) at fitting Pressure due to change in elevation where Pe = 0.433 x change in elevation Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations ~acari Yineyard Drawing Date:5/6/lO 5/10/10 9: 8 Page 4 NODE ELEVATION NUMBER (PT) 48 49 50 51 52 53 60 61 62 63 64 65 87 87S 88 88S 89 89S 91 91S 92 92S 93 93S 94 94S 95 95S 97 97S 98 98S 99 99S 100 lOOS 101 10iS 103 103S 104 104S 121 122 136 137 138 139 140 141 142 26.17 26.17 29.00 29.00 26.17 26.17 29.00 29.00 29.00 29.00 29.00 29.00 24.45 24.00 28.92 24.00 28.92 28 00 28 03 24 00 24 54 24 00 24 45 24.00 28.92 24.00 28.92 28.00 28.03 24.00 24.20 24.00 24.45 24.00 28.92 24.00 28.92 28.00 28.03 24.00 24.40 24.00 20.17 20.17 25.54 25.54 25.54 25.54 25.54 25.54 26.17 SPRINKLER PRESSURE ACTUAL MINIMUM K-FACTOR FLOW FLOW (GPM/(PSI^~)) (PSI) (GPM) (GPM) 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 21.6 21.6 20.2 20 2 21 5 21 5 20 3 20 3 20 3 20 3 20 3 20 3 18 2 17.4 11.1 11.8 9.3 9.4 16.1 16.6 19.3 18.5 18.9 18.0 11.6 12.2 9.7 9.8 14.5 15.1 17.8 17.0 18.2 17.5 11.1 11.8 9.4 9.4 13.9 14.5 17.0 16.3 24.3 22.3 21.8 21 8 21 8 21 8 21 8 21 8 21 3 23.3 19.2 17.2 22.8 24.1 23.8 19.6 17.5 21.8 23.1 23.4 19.3 17.2 21.4 22.6 22.6 16.6 16.6 16.6 22.6 22.6 16.6 16.6 16.6 22.6 22.6 16.6 16.6 16.6 22.6 ACTUAL DENSITY (GPM/SQ.FT) 0.21 0.23 0.21 0.27 0.21 0.21 0.24 0.21 0.26 0.20 0.21 0.23 0.21 0.26 0.20 ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:8 Page 5 NODE ELEVATION NUMBER (ET) SPRINKLER PRESSURE K-FACTOR (GPM/(PSI^~)) (PSI) ACTUAL FLOW (GPM) MINIMUM FLOW (GPM) 143 23.33 22.9 144 23.33 22.9 145 23.33 22.9 146 23.33 22.9 147 23.33 22.9 148 23.33 22.9 149 29.00 19.9 150 29.00 20.4 151 31.50 17.8 152 22.44 21.3 Ail 8.83 29.7 Al2 8.83 29.9 E5 21.83 23.4 E6 21.83 23.4 E7 21.83 23.5 E8 21.83 23.5 E9 21.83 23.5 El0 21.83 23.6 Fi 22.50 23.6 F2 22.50 23.6 W 8.83 30.3 Max velocity of 13.91 occurs in the pipe from 94 TO 93 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. ACTUAL DENSITY {GPM/SQ.FT) ~acari Yineyard Drawing Date:5/6/lO 5/10/10 9:8 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* PATH I FROM HYDRAULIC REFERENCE 89 TO W (PRIMARY PATH) 17.15 1.049 1E 0.92 9.4 9.4 K = 5.60 89S C=100 1.43 -0.4 0.0 17.15 0.137 2.34 0.3 9.4 Vel = 6.43 1.049 2E 6.50 9.3 9.3 EqK = 5.62 89 C=100 IT 6.42 0.0 0.0 17.15 0.137 12.92 1.8 9.3 Vel = 6.43 19.22 1.049 9.33 11.1 11.1 EqK = 5.77 88 C® 0.00 1.9 0.0 36.37 0.551 9.33 5.1 11.1 Vel = 13.63 23.35 1.380 1E 5.02 18.2 18.2 EqK = 5.48 87 C=100 iT 6.42 1.1 0.0 59.72 0.363 11.44 4.2 18.2 Vel = 12.93 3.96 4.260 13.79 23.4 23.4 E6 C=100 0.00 0.0 0.0 See PATH 9 63.68 0.002 13.79 0.0 23.4 Vel = 1.45 44.14 4.260 0.25 23.5 23.5 E7 C=100 0.00 0.0 0.0 See PATH 3 107.82 0.004 0.25 0.0 23.5 Vel = 2.45 7.82 4.260 14.04 23.5 23.5 E8 C® 0.00 0.0 0.0 See PATH 8 115.64 0.005 14.04 0.1 23.5 Vel = 2.63 59.85 4.260 1.63 23.5 23.5 E9 C=100 0.00 0.0 0.0 See PATH 2 175.49 0.011 1.63 0.0 23.5 Vel = 3.99 4.97 4.260 4E 39.08 23.6 23.6 El0 C=100 IT 56.38 5.6 0.0 See PATH 7 180.46 0.012 95.47 1.1 23.6 Vel = 4.10 W 180.46 30.3 K = 32.78 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9: 8 Tyco Fire Products Page 7 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt pf/ft TOTAL Pf Pn 19.22 1.049 iT 4.92 11.8 11.8 K = 5.60 88S C=100 3.57 -2.1 0.0 19.22 0.169 8.49 1.4 11.8 Vel = 7.20 88 19.22 11.1 K = 5.77 23.35 1.049 IT 0.45 17.4 17.4 K = 5.60 87S C=100 3.57 -0.2 0.0 23.35 0.243 4.02 1.0 17.4 Vel = 8.75 87 23.35 18.2 K = 5.48 PATH 2 FROM HYDRAULIC REFERENCE 101 TO E9 17.20 1.049 1E 0.92 9.4 9.4 K = 5.60 101S C=100 1.43 -0.4 0.0 17.20 0.138 2.34 0.3 9.4 Vel = 6.45 1.049 2E 6.50 9.4 9.4 EqK = 5.62 101 C=100 iT 6.42 0.0 0.0 17.20 0.138 12.92 1.8 9.4 Vel = 6.45 19.26 1.049 9.33 11.1 11.1 EqK = 5.77 100 C=100 0.00 1.9 0.0 36.46 0.554 9.33 5.2 11.1 Vel = 13.67 23.40 1.380 1E 5.02 18.2 18.2 EqK = 5.48 99 C=100 iT 6.42 1.1 0.0 59.85 0.364 11.44 4.2 18.2 Vel = 12.96 E9 59.85 23.5 K = 12.33 iOOS 19.26 1.049 iT 4.92 11.8 11.8 K = 5.60 C=100 3.57 -2.1 0.0 19.26 0.170 8.49 1.4 11.8 Vel = 7.22 100 19.26 11.1 K = 5.77 UNITS - DIAMETER (INCH) LENGTH {FOOT) FLOW (GPM) PRESSURE (PSI) Macari Vineyard Drawing Date:5/6/lO 5/10/10 9:8 Tyco Fire Products Page 8 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 23.40 1.049 1T 0.45 17.5 17.5 K = 5.60 99S C=100 3.57 -0.2 0.0 23.40 0.244 4.02 1.0 17.5 Vel = 8.77 99 23.40 18.2 K = 5.48 PATH 3 FROM HYDRAULIC REFERENCE 95 TO E7 17.53 1.049 1E 0.92 9.8 9.8 K = 5.60 95S C=100 1.43 -0.4 0.0 17.53 0.143 2.34 0.3 9.8 Vel = 6.57 1.049 2E 6.50 9.7 9.7 EqK = 5.62 95 C=100 iT 6.42 0.0 0.0 17.53 0.143 12.92 1.8 9.7 Vel = 6.57 19.58 1.049 9.33 11.6 11.6 EqK = 5.75 94 C® 0.00 1.9 0.0 37.11 0.572 9.33 5.3 11.6 Vel = 13.91 23.78 1.380 4.20 18.9 18.9 EqK = 5.48 93 C=100 0.00 0.9 0.0 60.89 0.376 4.20 1.6 18.9 Vel = 13.19 -16.75 1.380 2T 0.60 21.3 21.3 152 C=100 8.56 0.3 0.0 See PATH 7 44.14 0.207 9.17 1.9 21.3 Vel = 9.56 E7 44.14 23.5 K = 9.11 94S 19.58 1.049 iT 4.92 12.2 12.2 K = 5.60 C=100 3.57 -2.1 0.0 19.58 0.175 8.49 1.5 12.2 Vel = 7.34 94 19.58 11.6 K = 5.75 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ~acari Uineyard Drawing Date:5/6/lO 5/10/10 9:8 Tyco Fire Products Page 9 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 23.78 1.049 iT 0.45 18.0 18.0 K = 5.60 93S C=100 3.57 -0.2 0.0 23.78 0.251 4.02 1.0 18.0 Vel = 8.92 93 23.78 18.9 K = 5.48 PATH 4 FROM HYDR~J3LIC REFERENCE 103 TO W 21.35 1.049 1E 4.03 14.5 14.5 K = 5.60 103S C=100 1.43 -1.7 0.0 21.35 0.206 5.45 1.1 14.5 Vel = 8.00 1.049 7.44 13.9 13.9 EqK = 5.72 103 C=100 0.00 1.6 0.0 21.35 0.206 7.44 1.5 13.9 Vel = 8.00 22.60 1.380 2E 12.60 17.0 17.0 EqK = 5.48 104 C=100 4.28 1.8 0.0 43.95 0.206 16.89 3.5 17.0 Vel = 9.52 1.610 1E 12.13 22.3 22.3 122 C=100 IT 8.56 0.0 0.0 43.95 0.097 20.70 2.0 22.3 Vel = 6.99 2.067 1E 12.32 24.3 24.3 121 C=100 IT 10.71 4.9 0.0 43.95 0.029 23.03 0.7 24.3 Vel = 4.24 91.72 4.260 2E 37.49 29.9 29.9 Al2 C=100 18.79 0.0 0.0 See PATH 5 135.67 0.007 56.28 0.4 29.9 Vel = 3.08 W 135.67 30.3 K = 24.64 22.60 1.049 1T 0.40 16.3 16.3 K = 5.60 104S C=100 3.57 -0.2 0.0 22.60 0.229 3.97 0.9 16.3 Vel = 8.47 104 22.60 17.0 K = 5.48 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Macari Vineyard Drawing Date:5/6/lO 5/10/10 9:8 Tyco Fire Products Page 10 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES POINT Qt pf/ft TOTAL Pf Pn PATH 5 FROM HYDRAULIC REFERENCE 97 TO A12 21.75 1.049 1E 4.03 15.1 15.1 K = 5.60 97S C=100 1.43 -1.7 0.0 21.75 0.213 5.46 1.2 15.1 Vel = 8.15 1.049 7.55 14.5 14.5 EqK = 5.71 97 C® 0.00 1.7 0.0 21.75 0.213 7.55 1.6 14.5 Vel = 8.15 23.06 1.380 2E 15.17 17.8 17.8 EqK = 5.47 98 C=100 IT 8.56 0.7 0.0 44.82 0.213 23.74 5.1 17.8 Vel = 9.71 4.260 4.21 23.6 23.6 FI C=100 0.00 0.0 0.0 44.82 0.001 4.21 0.0 23.6 Vel = 1.02 46.90 4.260 2E 20.04 23.6 23.6 F2 C=100 iT 37.59 5.9 0.0 See PATH 6 91.72 0.003 57.63 0.2 23.6 Vel = 2.08 4.260 2E 49.70 29.7 29.7 All C=100 18.79 0.0 0.0 91.72 0.003 68.50 0.2 29.7 Vel = 2.08 Al2 91.72 29.9 K = 16.77 23.06 1.049 IT 0.20 17.0 17.0 K = 5.60 98S C=100 3.57 -0.1 0.0 23.06 0.237 3.76 0.9 17.0 Vel = 8.65 98 23.06 17.8 K = 5.47 PATH 6 FROM HYDRAULIC REFERENCE 91 TO F2 22.81 1.049 1E 4.03 16.6 16.6 K = 5.60 91S C=100 1.43 -1.7 0.0 22.81 0.232 5.45 1.3 16.6 Vel = 8.55 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ~acari Vineyard Drawing Date:5/6/lO 5/10/10 9:8 Tyco Fire Products Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* PATH 6 FROM HYDRAULIC REFERENCE 91 TO F2 CONTINUED 1.049 7.38 16.1 16.1 EqK = 5.68 91 C=100 0.00 1.5 0.0 22.81 0.232 7.38 1.7 16.1 Vel = 8.55 24.10 1.380 2E 5.89 19.3 19.3 EqK = 5.48 92 C=100 1T 8.56 0.9 0.0 46.90 0.232 14.45 3.4 19.3 Vel = 10.16 F2 46.90 23.6 K = 9.66 24.10 1.049 IT 0.54 18.5 18.5 K = 5.60 92S C=100 3.57 -0.2 0.0 24.10 0.257 4.10 1.1 18.5 Vel = 9.03 92 24.10 19.3 K = 5.48 PATH 7 FROM HYDRAULIC REFERENCE 152 TO El0 16.75 2.067 1E 84.06 21.3 21.3 152 C=100 iT 10.71 -3.9 0.0 See PATH 3 16.75 0.005 94.77 0.5 21.3 Vel = 1.62 1.049 1E 6.41 17.8 17.8 151 C=100 1.43 1.1 0.0 16.75 0.131 7.83 1.0 17.8 Vel = 6.28 -7.82 1.049 2.83 19.9 19.9 149 C=100 0.00 1.2 0.0 See PATH 8 8.93 0.041 2.83 0.1 19.9 Vel = 3.35 -3.96 1.049 1E 17.05 21.3 21.3 142 C=100 iT 5.00 0.0 0.0 See PATH 9 4.97 0.014 22.05 0.3 21.3 Vel = 1.86 1.610 9.10 21.6 21.6 49 C=100 0.00 0.0 0.0 4.97 0.002 9.10 0.0 21.6 Vel = 0.79 UNITS - DIAMETER (INCH) LENGTH {FOOT) FLOW (GPM) PRESSURE (PSI) ~acari Yineyard Drawing Date:5/6/lO Tyco Fire Products 5/10/10 9:8 Page 12 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* PATH 7 FROM HYDRAULIC REFERENCE 152 TO El0 CONTINUED 1.610 2E 13.06 21.6 21.6 48 C=100 5.71 1.2 0.0 4.97 0.002 18.77 0.0 21.6 Vel = 0.79 2.067 8.63 22.9 22.9 143 C=100 0.00 0.0 0.0 4.97 0.001 8.63 0.0 22.9 Vel = 0.48 2.067 8.63 22.9 22.9 144 C® 0.00 0.0 0.0 4.97 0.001 8.63 0.0 22.9 Vel = 0.48 2.067 8.63 22.9 22.9 145 C=100 0.00 0.0 0.0 4.97 0.001 8.63 0.0 22.9 Vel = 0.48 2.067 8.63 22.9 22.9 146 C=100 0.00 0.0 0.0 4.97 0.001 8.63 0.0 22.9 Vel = 0.48 2.067 8.63 22.9 22.9 147 C=100 0.00 0.0 0.0 4.97 0.001 8.63 0.0 22.9 Vel = 0.48 2.067 1E 14.11 22.9 22.9 148 C=100 IT 10.71 0.6 0.0 4.97 0.001 24.81 0.0 22.9 Vel = 0.48 El0 4.97 23.6 K = 1.02 PATH 8 FROM HYDRAULIC REFERENCE 149 TO E8 7.82 1.049 1T 3.89 19.9 19.9 149 C=100 3.57 0.0 0.0 See PATH 7 7.82 0.032 7.45 0.2 19.9 Vel = 2.93 1.610 9.10 20.2 20.2 51 C=100 0.00 0.0 0.0 7.82 0.004 9.10 0.0 20.2 Vel = 1.24 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ~acari Vineyard Drawing Date:5/6/lO Tyco Fire Products 5/10/10 9:8 Page 13 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn ******* NOTES ******* PATH 8 FR(~4 H~DRAULIC REFEP~-~NCE 149 TO E8 CONTINUED 1.610 8.05 20.2 20.2 50 C=100 0.00 0.0 0.0 7.82 0.004 8.05 0.0 20.2 Vel = 1.24 2.067 4E 20.80 20.3 20.3 60 C=100 14.27 0.0 0.0 7.82 0.001 35.07 0.0 20.3 Vel = 0.76 2.067 8.63 20.3 20.3 61 C=100 0.00 0.0 0.0 7.82 0.001 8.63 0.0 20.3 Vel = 0.76 2.067 8.63 20.3 20.3 62 C=100 0.00 0.0 0.0 7.82 0.001 8.63 0.0 20.3 Vel = 0.76 2.067 8.63 20.3 20.3 63 C=100 0.00 0.0 0.0 7.82 0.001 8.63 0.0 20.3 Vel = 0.76 2.067 8.63 20.3 20.3 64 C=100 0.00 0.0 0.0 7.82 0.001 8.63 0.0 20.3 Vel = 0.76 2.067 1E 12.61 20.3 20.3 65 C=100 3.57 0.0 0.0 7.82 0.001 16.18 0.0 20.3 Vel = 0.76 2.635 iT 7.17 20.4 20.4 150 C=100 11.76 3.1 0.0 7.82 0.000 18.92 0.0 20.4 Vel = 0.46 E8 7.82 23.5 K = 1.61 PATH 9 FROM HYDRAULIC REFERENCE 142 TO E6 3.96 1.049 2T 17.26 21.3 21.3 142 C=100 7.14 0.0 0.0 See PATH 7 3.96 0.009 24.40 0.2 21.3 Vel = 1.49 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ./' 113.59' 167.17' 204.03' SOUND N74*44'25"W N74'24'43"W N78'17'13"W PLAN SCALE. 1'=100' } O6 DETAIL PLAN SCALE: 1"=20' LOCATION MAP SCALE: 1"=600' Young & Young, Land Surveyors 400 Ostra~der Avenue, Niverhead, New Yoyk 11901 516-727-2303 SANITARY DESIGN CRITERIA & CALCULATIONS: TOTAL DESIGN SEWAGE FLOW GROUNDWATER MANAGEMENT ZONE = IV METHOD OF WATER SUPPLY = PRIMATE ALLOWABLE SANITARY FLOW = 3202.92 O P D TOTAL DESIGN SEWAGE FLOW WET STORE: 2258 SF @ 0.10 GPD/S.F = 225.6 GP,D GENERAL INDUSTRIAL 8324 S F ~' 0.04 GPD/S,F. = 353 0 O P B GENERAL INDUSTRIAL: 4000 S F @ 0.040 GPB/S F = 160 0 G,P B TOTAL DESIGN FLOW = 718,6 GP,D, PARKING: TOTAL PARKING REQUIRED EXISTING RETAIL SHOP 2256 SF, + 200 S,F,/STALL = 11.5 STALLS EXISTING GENERAL INDUSTRIAL, 8524 S,F + 1000 S,F./STALL = 8.3 STALLS NEW GENERAL INDUSTRIAL: 4000 S F + lO00 S F./STALL = 4-.0 STALLS TOTAL = 24-.0 STALLS TOTAL PARKING PROVIDED = 22.0 STALLS NOTE: 1. LOT NUMBERS REFER TO SUBDIVISION MAP "THORNTON SMITH, SECTION 1" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON APRIL 24-. 1995 AS MAP NO. 9836, LEGEND: · = MONUMENT FOUND · = STAKE FOUND ST = SEPTIC TANK ST = SEPTIC TANK CP = CESSPOOL LP = LEACHING POOL {DRAINAGE INLET) SITE DATA: ZONING USE DISTRICT: A-C, AORI¢,¢,¢,¢,¢,¢,¢,¢,¢,¢~? Ei iRAi~-C=c~NSERVATION TOTAL AREA ~...~5,396~RES OWNER: MR, dOSEPH MACARI PROPOSED ADDITION TO WINERY MACARI VINEYARDS At: MATTITUCK Town of: SOUTHOLD Suffolk County, New York Suff. Co. Tax Map: :000 ~121 ~ 1 ~ 1 3 & 1,6 ooB NO. BB-OBB4- 1 VINEYARD TOTAL PA~KIN~ RE~UI~ED: RETAIL 6HOP: 2256 6~. FT. - 2OO 5~. FT./STALL = 11.3 6TALL6 CATCH POlE \ ~ENEF~AL INDLI,ST~IAL: ~32 5~. FT. - 1OOO ~. FT./ 5TALL = ~.~, ,STALL.5 TOTAL: 24.O ,STALL,5 (EXISTINg) (:20 ,STALL5 ~E~UIF~ED) PROPOSED PORCH PORCH EXISTING PORCH VINEYARD PROPOSED PORCH EXISTING WINERY FRAMED BUILDING EXISTING PARKING CONDITIONS CONC, PAD w/ N ~5)°45'~0'' W 20~.%' SITE PLAN SCALIE: 1" = 40'-0' SHRUBS [ ZONINg: MATTITUOK, NY Pt, ~ O~, 2008, eCAL~ I": 40' JD J ~ANITAt~.¥ DYDTEM '~' (Ou~foll 00~) SANITAt~¥ Dt--~I~N d.~ITER. IA * OALOULATION5 DEN~I't~ ~,AL~ULATION PDSI~N CALC.,ULATIOND - DANITAt~.¥ ,G¥5'f'~H A (OUTT=ALL 001) TOTAL .I I FEY MAP cA~and°r'mcnt °f existing sanitary system must be in ffomanfe with deparm??~ requkement Submit ~pletedfonnWWM-_OY, u as proof. I CTOR¥ V, II NEt~"r' CB rJ IlD.Dq' 52 ~0+ ' ~TONE IpA~KiN~] iI +~2 6O P 204.0~' Ir~!,>ei'l~,cri0~, F~EQUfflED ........ . . --,--- - . . ., cs %4 244D SOUND AVENUE EL=48.q 0 0I TOFSOIL (~) Appro~ al ibr Construction-Other Than Single Fa~y J Reference No. ~X~-og~q _ Design Flow ~ County Depar~men~ of Healflt Se~icea st~da,'ds, relat~ to water supply and sewage disposal gegardless of any omissmns, incor, sbteneies or lack of detail, construction is required ~o be in accordance wi~h fl~e attached permi~ condifiens and app cab e standards, unless specffically waived by tlte Depar~menL ~is approvM expires 3 7ear8 from the approval dab, unless e~egded or renewed. NOTE~ ENDINEER'5 ¢,E~TIFIC, ATION ~U~V~¥OI~'5 OEt~TII=I~ATION Lot 01.~ I JAIAItJ/~ SUPt=L¥ $ 5tD'NA®~= OlSPOSAL I ~cord oF ~vlsions I ~ Stole: II' = N S / / / / / / % / / / / / / LP~ LP2 SOUND AVENUE ASPHALT & STONE PAVEMENT 5ANITAt~.¥ MEASUf;~EHENT5 A s? 51 ~ ~ DATA LO] TOTAL AREA = 245,~75 5~. FT, OR 5.~54~ AG. MAC, A~,I ¥1NEYAt~I~5 5uf~olk Ooun~.~, N¢~ 'Cork I H~ALTH ~E~'A~.TMENT FINAL NEW CONSTP-.UCTION: 'EXTERIOR WALL - 2" X g" STUD FFRAME W/R- I B INSULATION. I LAYER ~" PLYWOOD SHEATHING ¢ I LAYER ~" GYPSUM BOARD ON INTERIOR SIDE' PROVIDE J LAYER $" GYP. BOARD ON EACH 51DE WEIEN SHOWN AB AN INTERIOR WALL: MATCH FINISEI MATERIALS OP EXISTING TASTING ROOM INTO NEW AREAS 'INTERIOR PARTITIONS - 2" X 4" W/ I LAYER ½" GYPSUM BOARD ON EACH 51DE; USE MOISTURE RESISTANT BOARD IN BATH AREA5 ¢ USE WONDERBOARD ON ALL AREAS TO RECIEVE TILE HEADER NOTES: PROVIDE 3- I .a,, X I I ~" LVL HEADERS ABOVE ALL WINDOW ¢ DOORS UNLESS OTHERWISE NOTED ON PLANS PLAN SYMBOLS: o SPRINKLER HEAD EXIT 51GN WITIFl EMERGENCY LIGHT EMERGENCY LIGHT OCCUPANCY $ RESTROOM CALCULATIONS: WAREHOUSE: 3758~q.ft. ~ Dec?. 500 = 7.5 ppi at I per 100 ppi (~oracae) - I required LABORATORY: 4S4~q.ft. @ Drop. 200 -- 2.4 ppi at I per I O0 ppi (industrial) - I required WATER CLOSETS REQUIRED FOR LOWER LEVEL: 2 TOTAL PROVIDED ON LOWER LEVEL~ 2 TASTE FLOOR: I 915sq.fL @occp. 30 = G3.8 ppi FUNCTION AREAS: 27055q.ft. @occp, I 5 - I BO ppi DECKS: 2827sq.f~. ~ DrOp. J 5 = I B8 ppi WATER CLOSETS REQUIRED FOR TASTING LEVEL, 7 EXISTING TO REMAIN: 2 PROPOSED NEW: 5 WATER CLOSET5 IN TOTAL: 7 at I per 500 ppi (mercantile) I required at I per 75 ppi (assembly) - 3 required at I per 75 ppi (a~embly) - 3 required SECOND FLOOR LEVEL III III 32' J O" I. I. I MAIN ENTRANCE ......... 34'~ I0 .I Io b LAB ROOM BARRELS EXISTING TO ~MAIN J TASTING LEVEL SCALE: ~" = I' 0" EXISTING IlICF" CONSTRUCTED~ X~UILDING TO REMAIN WALL EXISTING TO REMAIN revised / i 2C~, 2009 - n d revised / J , 2009 MACAR[ VI ]EYARD NORTH ROAD, MATTITUCK FLOOR PLANS - scale a5 noted FEBRUARY 24, 2009 by n.d, 4 ENCIODED POI~CH \ DADEMENT 112 112 b ---4' 6-6 4 0 l'~ 0 ~, ELEC. ALARM BELL''J --52' 2" I 6"RRELINE SER'dCE D looo( 6 118,0 ao'-o". 118.0 ( 6 ,DEMENT 118.0 6 100,0 IDAP-.RE L5 (5La,nlcss) 114 i LEVEL 68 SPRINKLER HEADS EXIDTING "ICF" CONDTRUCTED ~. <UrLDING TO ~EMAIN EXIDTING FIP~E RATED DTP~UCTU~E; FlEE DEPEP. ATION WALl E×IDTING TO P. EMAIN N NOTES i~;Vl.51ONS D SPRINK~R SYMBOLS NEW SPRINKLER PIPING OS & Y VALVE FLOW S~TCH SIAMESE CONNECUON ELEC, ALARM BELL 0 Y2" 165' RELIABLE MODEL F1FR BRASS UPRIGHT SPRINKLER HEAD. Y~" 165' RELIABLE MODEL F1FR BRASS UPRIGHT SPRINKLER HEAD, w/INTERMEDIATE GUARD ~" 165' REUABLE MODEL F1FR BRASS UPR, SPRINK HEAR.K=8.0 J~" 212" REUABLE MODEL T1FR BRASS UPRIGHT SPRINKLER HEAD. ~" 165' REUABLE MODEL FDQR DRY PENDENT SPRINKLER HEAD · ,~' 165' BEUABLE MODEL FTFR BRASS UPRIGHT SIDEWALL SPRINKLER HEAD. Yz" 165' RELIABLE MODEL F1FR CHROME HORIZONTAL SIDEWALL SPRINKLER HEAD. [Ientre Fire ProLection 1221 Suffolk Ave Brentwood NY 11717 631 231 5173 Macari Vineyard North Road MalUtuek, NY 30NTRACTOR: John Bertani Builder Ine Sprinkler Basement SP-IO0 N W~E' N01~S ~×r5TING OFFICE & / ~ ,:\ // / \. "../ X \ I-8 T 2 80.0 4 113 O 113.O DECK 80 LADIES F IH 70 2 8.-7 6-2 1-11 DUND SPACE 4'3 129 5 2 PP-.EP AP~EA ~J I INSPECTOP-.'5 TEST CQNNECTrON EXISTING "ICF" CONS; ~UCTED UILD[NG TO P~MAIN WALL EXISTING TO REMArN GROUND LEVEL RE'v3SIONS D 109 SPRINKLEE HEADS PLUS 25 HEADS IN COMB. BUND SPACE SP~ SYMBOLS NEW SPRINKLER PIPING OS & Y VALV~ FLOW 5V~I TCH Y2" 165' RELIABLE MODEL F1FR BRASS UPRIGHT SPRINKLER HEAD. Yz" 165' RELIABLE MODEL F1FR BPJ~SS UPRIGHT SPRINKLER HEAD. w/IN1F_RMEDIAIE GUARD ~z* 165' RELIABLE MODEL F1FR BRASS UPR. SPRINK HEAD.K=8.0 Y~' 212' RELIABLE MODEL FIFR BRASS UPRIGHT SPRINKLER HEAD. Yz' 165' RELIABLE MODEL F5OR DRY pENDENT SPRINKLER HEAD ~' 165' RELIABLE MODEL F1FR BRASS UPRIGHT SIDEWALL SPRINKLER HEAD. ~' 165' RELIABLE MODEL F1FR CHROME HORIZONTAL SIDEWALL SPRINKLE~ HEN). VEN FIRE PROT. re Fire ProLeetion 1221 Suffolk Ave Brentwood NY 11717 631 231 5173 / ~.,- ~ ~. J (J Sprinkler Layout ~-..~.-; XT~e,,ard I -'f~e~~ ~, ~round Floor NorLh Road Il ~1//~ ~',1~.~ . " . ~ ~ ~ ~ - c. ;O~CTO~ Jo~ De~ e~lder ~c ..~~/ ' ~ ~ ~-2.~ J SE~ ~ ~ ~ ~ I~ I ...... I ~ - ~," I ~) I I I I I e, co~ ~,~ I,' I ~/ ~ - ~ /~ ~ / ' :~ , ,' Venire Fire Pro[et[ion Macari Vineyard ~ S~IN~ Hm. w/l~e~EOa~ OU~O 1221 Suffolk Ave North Road ~ ~OW ~TCH ~ ~' 21Z RmAB~ MOD~ FI~ B~ UPRIGm SPRINK~ Hm. j Brentwood NY 11717 Mattituck, NY ~ D ~c. A~M BE~ ~P. RINK~ .m. F~F. 631 231 5173 I/2" c!a 10'-6 I/2'~ -TTM 32' III HNCLODED PORCH ADOVH / 20'_0u II II LB LAB ROOM5 EXlSTII,IG TO REMAIN EXISTING II == I1,1 I1'" II [I 45LO" DASHMHNT ~XIDTING TO R2'MAIN 54' 6" LEGEND: EXIDTING "ICF" CONDTRUCTED~ UILDING TO Pa:MAIN ~EXISTING NP-Z- RATED STRUCTURE; PIPE 5HFHRATION WALL EXISTING TO P.Z:MAIN LOWER. LEVEL FUNCTION ROOM BASEMENT ~XPANSION JOINT- CONTINUOUD KDCNAY WALL SECTION h, = I ' O" SCALE: 4 ffUNCTION ROOM (NEW) DASEMENT (NEW) I STAIR WELL (NEW) STAIR SECTION h, = I '-O" SCALE: Z A 8.2009 - R~VISlON. 5mailer de~k size MACARI VI N EYAPJ;) Page' NORTH ROAD, MATTJTUCK ,'~ FOUNDATION - scale as no~ed FEiSI~UAI~Y 24, 2009 by nd. NEW CONSTRUCTION: "D(TERIOR WALL 2" X G" STUD FRAME W/R I S INSULATION. [ LAY~R~" PLYWOOD SHEATHING ¢ I LAYER~' GYPSUM BOARD ON INTERIOR BIDE; PROVIDE I LAYER~" GYP. BOARD ON EACH BIDE WHEN SHOWN AS AN INTERIOR WALL; MATCH FINISH MATERIALS OE PO(ISTING TASTING ROOM INTO NEW AREAS "INTERIOR PARTITIONS ~ 2"X 4" W/ I LAY~R~" GYPSUM BOARD ON EACH SIDE; USE MOISTURE R.ESIBTANT BOARD IN BATH AREAS ¢ USE WONDERBOARD ON ALL AREAS TO RBClEVE TILE HEADER NOTES: PROVIDE 3- I~" X I I? LVL HEADERS ABOVE ALL WINDOW ¢ DOORS UNLESS OTHERWISE NOTED ON PLANS PLAN SYMBOLS: ® SPRINKLER HEAD EXIT SIGN WITH EMERGENCY LIGHT EMERGENCY LIGHT OCCUPANCY ¢ RRSTROOM CALCULATIONS: WAP-J~HOUSE: 3758sq.ff:, @ occp. 500 = 7.5 ppi at: I per I00 ppi (~t:oracjel - I required LABORATORY; 4B4sq.ft:. ~ occp. 200 = 2.4 ppi al I per I00 ppi (industrial) - I required WATER CLOSET5 REQUIRED FOR LOWER LEVEL: 2 TOTAL PROVIDED ON LOWER LEVEL; 2 TASTE FLOOR: I S I 5sq.fl;, ~ occp, 30 G3,8 ppi FUNCTION AP-,~AS: 2705sq.fc, ~ occp, I 5 I BO ppi DECKS: 2827sq.fl;. ~ occp. J 5 188 ppi WATER CLOSETS REQUIRED FOR TASTING LEVEL: 7 EXISTING TO REMAIN'. 2 PROPOSED NEW: 5 WATER CLOSET5 IN TOTAL~ 7 at: I per 500 ppi (mercantile)- I required a~: I per 75 ppi (a~embly) * 3 required a~: I per 75 ppi (assembly) 3 required .6,, 34'i. I 0" I I J J TA~TIN~IROOM ~ TASTING LEVEL SCALE: ~"= ILO'' FUNCTION ROOM LADI~B ~OOM M~hl5 R(~OM LAB ROOM DqDTING TO I(EMAIN EXISTING UlCFu CONSTRUCTED~ UILDING TO REMAIN WALL ~XIDTING TO REMAIN SECOND FLOOR LEVEL SCALE: eill= ILO" revised April I, 2009 - n,d. MACARI VINEYARD page: NORTH ROAD, MATTITUCK /1 FLOOR PLAN5 ~ ~cale as no~ed FEBRUARY 24, 200DF by n.d. MACAR, I VI N YAR, D 20'4' I1! ® ~¢,,o c b ENCLOSED PO~.Clfl ABOVE ~I5¥1NG TO ~EMAIN b LAB ROOMS F~IDTING TO Ri~MArN EXIBTING II ~ II ~ LEGEND: BASEMENT ri UP __ TASTING ROOM BARRELS 54L8" LOWER LEVEL BOUTHOLD BUILDING DEPARTMENT DESIGN CRITERIA OCCUPANCY CLABDIFICATION BUBINE55 GROUP'~' ~-~ ~ UBE WINERY 5~CTION 304, I BUILDING CODE OP NY5 EXISTING "ICF" CONSTRUCTED~ X~UILDING TO ,~MAIN EXISTING FIRE RATED STRUCTURF; FIRE SE?ERATION WALL E~ISTING TO REMAIN FUNCTION ROOM (NEW - DETAIL~ TO ~OLIOW) ~" DIAMETER ANCHOR BOLTB W/MIN 3"×3"x~" WABHER ~ PLATE BASEMENT (NEW) ~,~PANBfON JOINT- VERTICAL I~BAR CONTINUOUB K_WYWAY WALL SECTION SCALE: ¼"= ILO" EXTE,RJOR WALL FUNCTION ROOM (NEW) DECK - DETAILS TO FOLLOW NEW FLOOR JOISTS BASEMENT (NEW) FIRE RATED EG~Z~5 DO0 HINGED $ PANIC HARDWA~ ~- SCREENING LINE OF TOP OF FOUNDATION 5TAI R WELL (NEW) PROVIDE HANDRAIL, 42" HIGH CONTINUOUSLY AROUND BTAIR WELL OPENING /2"CONCRETE STAIR SECTION SCALE: ¼"= ILO" C'. 'ANCY OF U;_-,:_ :J UNLAWF~ WIT~' 'UTCF': O; '. ,?GUPAP GENERAL NOTES: REQUIRED ~E OPENING ,~LL F~r~kiqTml I,'~T[¢IN MACARI VI NEYARD baa NORTH ROAD, MATTITUCK FOUNDATION - BCALE AB NOTED DECEMBER 5, 2008 by n.d. MACARI V IN EYARD MATTITUCK, NEW YORK FRONT ENTRANCE ELEVATION SCALE: ¼"= ILO" 50UTHOLD BUILDI.~n~PA~T~!~T DESIGN CP..ITERIA - SECOND FLOOR HEIGHT CEILING MACAP-.I VINEYARD NORTH ROAD, MATTITUCK FRONT ELEVATION - scale as not;ed FEBRUAF-.Y 24, 2009 LEFT 51DE ELEVATION DCALE: ,4 NORTH ROAD, MATTITUCF, ~'~ L ENCLOSED PORCM ADOVE I 5ADEMENT · ; : NEVV 45L0" LEGEND. 5ARRELD I~ISTING TO REMAIN EXIDTING 'ICP" CONSTRUCTED~ '~,UILD[NG TO ~=MAIN EXISTING PIP, Z: RATED STRUCTUP4E: FIRE 5EPERATION WALL EXISTING TO [~'MAIN FUNCTION ROOM (NE~¢/- DETAILD TO ~OL.OW~ DASEMENT CONTINUOUD F. EYC/AY WALL ,..SECTION h, = I LO" SCALE: Z FUNCTION ROOM (NEW) DASEMENT 5TAI R WELL 5TAI P-.. SECTION I" I ' 0" SCALE: g = - LOWER. LEVEL MACARI VI NEYAI~Z) NORTH ROAD, MATFITUCK FOUNDATION - scale a5 nobed FEDRUARY 24, 200D by n.d. NEW CONSTP-.UCTION: 2"X 4"W/ I LAYER ~" GYPSUM PROVIDE 3- I 4a-'' X J I ~" LVL HF~,DERS OTHERWISE NOTED ON PLANSKLER~AD ) o C~G SPRIN l! IJ EMERGENCY LIGHT RESTROOM CALCULATIONS: WAREHOUSE: 3758s.f. @ occp. 500 = 7.Sppl (l LA[3OtRATORY: 4~4s.f. @ occp, 200 = 2.4 ( I FDGDWPK: I 915~.f. @ occp. 30 = ~3.8 CATERING: 2705s.f. @ occp. I 5 = 180.3 DECKS: lay.) (2 lav.) 2827~.f. ~ occp. I 5 = 188.4 (4 lay.) SECOND FLOOR LEVEL SCALE: ~"= I~ 0" 43'- I 0" III ¢5' 0" i MAIN ~NT~ANC~ I -I LAB ROOMS DAI~REL5 TASTING LEVEL h,= 1'0" SCALE: E, EXISTING "lCF" CONSTRUCTE7 X~UILDING TO REMAIN WALL FO41STING TO ~MAIN ?\ MACARI VINEYARD Paa¢' NOR. TH R. OAD, MATTITUCK. ~ FLOOR PLANS - 5~le as no~ FEBRUARY 24, 2009 ~ n.d. 30 YE, ARCHITECTURAL ADPHALT o ~,,, LVL~ ~ ~ t %1 I I I I ~o~*~,~"o.~.~ % ~ I I I I I~ ~,~"o,~. ~ MATCH P~T~ HEIGHT ~ ~HEAU~TO P~C~ ALLWlNPO~ ¢ PO0~ % ROOM ~ISTIN¢ 2"X ~'~5TUU ~ISTING TASTING ROOM J G" O.C. W/ ~- ) a ~NDU~TION ICAL ALL A~ ~ ¢" cpx PL~U. 5~T~N¢ ENCLODED PORCH GIRDER ~PICAL) ~ ~IDTING FLOOR DTRUCU~ TO ~MAIN ~ ~PICAL) ~ J2" POUND CONC~E EXIDTING 5TRU~U~ J2" POUND CONC~E FOUNDATION WAbW/ / ~ PEI~5 TO REMAIN UNLES5 ~ ~-¢4 ~DAR IN FOOTING OTHE~WI5E NOTED IN P~N BUILDING SECTION "A" SCALE: Z4"= ILO'' 51ding, Irammg anchors or connector5 shall be provided at the bop and bo~om cLIMATIC AND GI~OGR,APH[C DESIGN CRITERIA LA~ME~T ~QUI~D SPECIFICATIONS / STATE CODE DESIGN LOAD CALCULATIONS J MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD5 (Ib~f) / MACAR NORTH ROAD, MATTITUCK SECTION - scale as no6~ FEBRUARY 24. 200D by n.d. J995 5SC HiGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL JOINT DESCRIPTION R.OOF FRAMING ~A~T~. TO TOP ?LATZ TOE N~IL~P JOIST TO 5ILL, ~OF~LATE, OK GIKD~. TO~ N~LBD ~DGIN~O JO ~ TO~ NNLED NAIL QUALITY NAIL SPACING ' ~,' o', WAU., ~,~ '~Ek r, Arr~ P-,O0? ~HEATHIN G 5T~U CTU RA~ PAN~L5 ,Sd PER FOOT 24" ©/C 25/32" , I 2" X G" STUD WALL ~]" CDX PLYWD, 5HEiTHING LADLES ROOM HALL FUNCTION ROOM NEW BASEMENT POURED CONCRETE 5LAB ON COMPACTED FILL WITH W.W.M. XG/ lOX IOGAUGEWIRE FASTEN TO 5~r" × I 2" TIE W/DTL GUDD~i- (TYPICAL) ENCLOSED PORCH EXISTING STRUCTURE ¢ PEIR5 TO RJ!MAIN UNLE55 OTHERWISE NOTED IN PLAN BUILDING SECTION "ID" CONSTRUCTION DETAILS ¢ WIND LOAD PATH CONNECTION DETAILS NOTTOSCA~ WiND RESI~TC,&LT CONSTRUCTION CONNECTORS CONNECTION LOCAqON' PART NUMDER. NOTED. RIDGE TO-RAFTER3 C520 ~ 2 J" APPLY TO EACH PArR OF RAFTEP, S RAFTER-TO WALL H7 APPLY TO EACH I~AFTER RAFTER-TO-PLATE HO or H2,5 APPLY TO EACH RAFTER PLATE-TO WALLSTUD C520 ¢. 15" APPLYTO EACH WALL STUD 2ND, FLOOR. WALL-TO I ST ?LOOR WALL LFTA o~ CS20 @ 3G"l APPLY TO EACH WALL STUD HEADER-TO JACK STUD C~20 @ I 2" APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER HS APPLY TO EACH CRIPPLE STUD 5HEAR WALL HOLDDOWN ANCHOR 5STD I G APPLY TO EACH 5IDkSVALL END MACARI NORTH ROAD, MATTITUCK SECTION ~cale as noted FEBRUARY 24, 2009 by n,d.