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Home My WebLink About34353-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34091 Date: 11/24/09 THIS u~KTIFIES that the building FIRE SUPPRESSION Location of property: 61560 CR 48 GREENPORT (HOUSE NO.) (STREET) (HAMLET) County Tax Map NO. 473889 Section 45 Block 2 Lot 2 Subdivision Filed Map No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 5, 2008 pursuant to which Building Permit NO. 34353-Z dated DECEMBER 17, 2008 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is FIRE SUPPRESSION SYSTEM AS APPLIED FOR. The certificate is issued to SAN SIMEON BY THE SOUND (OWNER) of the aforesaid building. SUFFOLK COUNTYDEPARTM~T OF MEALTHAPPROVAL N/A ELEt-rKICAL CERTIFICATE NO. 130408C 11/24/09 PL~EP~ CERTIFICATION DATED N/A ~' -- /~tho~i z ed/s ignature Rev. 1/81 Form No. 6 ot* $otrrRoLo ~ING DEPARTMENT TOWN HALL 765-1802 CERTiFiCATE OF OCCUI~ANC¥ This application must I~ filled in by typewrit~ or ink and submitted to the Building Department with the following: · A. For new building or uew rise: 1. Final s~tey of pmpe~y with accurate loc. ation of all buildings, property lines, streets, and unusual naturnl or · topographic features. 2. Fi-n! Approvnl from Health _Dept. of water ~upply and sewerage.disposal ($ .9 fon~). 3. Approval of eJectric~ installntion from Boar~ofFire Underwriters. 4. Sworn statement from plumber certifying that the solder used ia system contains le~ than 2/10 of 1% lead. 5. Commercial buildiag, iadustrial building, multiple reaidencc-~ end simitar buildittgs encIinstallations, a certificate of CodcCompliance.from architect or en~necr responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing bufldi.ngs (prior to April 9~ 1957) non-confOrming useS, 0r buildings and ,pre-existing, innd nses: i. Accurate survey of property showing all proper~ lines, streets, building and unusua~ natural or topographic ' .features. ' 2. A prcperly completed applicatioff and consent 'to inspect signed by the applicant. [fa Certificate of Oeeupancy is denied, the ~uildiag Inspector shall sta~e the reasons therefor ia writing to the applicant. C. Fees - 1. Co~ficato of Occ~pa~ - NeW dwel~in~ $25.00, Additions to dwvlling $25.00, Alterations to dweHiag $25.00, ~wimrni.~ pool 52!00, Aeee~0ry building 525 00, Additibn~ to aCCeSSory buHdiag 525.00, Bnsin~ses 550.~0. 2. Certificate of O%-upancy on Pre-existing B~lding. 3. Copy of CcrtificateofOcenpancy- 5.25 4. Updated Certificate of Occupancy- 550.00 $. Temporary Certificate of Occupancy - Residential 515.00, Commercial 51f00 Date. November 23, 2009 New ConstrUction: Location of Property: Old or Pre-exi~ting Building: 61700 Route 48 House No. Street (checkone) Greenport Han~ Owner Or Owners of Property: Suffolk County Tax Map No i000, Section 0 4 5 Subdivision Permit No. Date of Permit. Health Dept. Approval: Planning Board Approval: Block 0002 Fried Map. Applicant: Underwriters Approval: Lot 002 Lot: .Request for: Temporary Certificate Fee Submitted: $ $.~f~ :g> ~0. Final Certificate: xx (check one) /Applicant Signature Electrical Inspection Certificate Ele,~-t~,al luepe~tioo 8ewise, Inc. Application Number 375 Dunton Avenue 150408C East PatGhogue, New York 11772 Issued To: Street: SecUon: SanSirneon By The Sound 61700 Route 48 Gmenport Zip; Block: Lot: 11944 Town: Southold Co~..cl~r:. Gordon L. Seaman Inc. Lic.# 4135-E Wa~ e~amined a~d found to be in oomp#anee v~h Ihe Nalional ~ Code- [] Cemmerolal [] NV Defeo~s [] Pool [] 1st Floor [] Indoor [] Basement [] Hal. Tub I--[ Re~l~ltial [] Dot. Garage [] Atti0 [~ 2nd Floor [] Outdoor [] Additton [] Survey 5wl~he~ Reeepiar. le~ Fixtures G~ Heaters A/C Fens 73 56 230 31 ~ ~~ D~IAm~ O~ Ra~Am~ ~ Funlaee O# GI~ Cimuletor~ 1 20O 3 / B/dg. ~ Other Equipment Ja~L~zI ~ Two Of Renovations (NYB Did Phase 1) 1-200 amp 3 phase MIB Panel/3-100 amp 3 =hose Sub Panels/31-30 amp Disc./t-60 am · ,~J 61- Duplex Rocept. GFI/Surge / 1-20amp ac receptacle for alarm system 1 1 - ~0amp disconnect for sprinkler system Smoke Detector Bell Transformer BIO Television CO Detector Hugo S. Surdi president on ~p~o~: 0~J0/2009 _ : t1/11/200g -- Johr~ Me Mahofl #1 ~ oediicate mu~ net be altered in any manner, Inspectom may be Identl~ed by thek omdentlals, FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34353 Z Date DECEMBER 17, 2008 Permission is hereby granted to: SAIq SIMEON BY THE SOUND PO BOX 2122 GREENPORT,NY 11944 for : INSTALLATION OF A FIRE SUPPRESSION SYSTEM AS APPLIED FOR at premises located at 61560 CR 48 County Tax Map No. 473889 Section 045 pursuant to application dated DECEMBER Building Inspector to expire on JUNE GREENPORT Block 0002 IK)t No. 002 5, 2008 and approved by the 17, 2010. Fee $ 250.00 ./~--~ A~t o~ri~/e~d S~ignature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ~IRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: iNSPECTOR~/~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESI~T CONSTRUCTION [ REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE INSPECTOR-~~'~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION ~ FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL FIREPLACE & CHIMNEY ~FIRE SAFETY INSPECTION [ [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ~ .~ ~~)REM~ARKS: ~ ~. ~ ~,~D INSPECTION REPORT [ DATE[ COMiVIENTS ~, FOUNDATION (1ST) ~.b q FO~DATION (2ND) ~ STATE ENERGY CODE F~ 12-02-08;14;57 ; TOWN OF $OIU'I'HOLD BUILDING DEPARTMENT TOWN HALL SOUTUOLD~ NY' 11~71 TEL: (631) 76~-1802 FAX: (631) 765-9502 $outh oldTown.Nortlfl~oricnet PERMIT NO. 9163~2542805 ; # 2/ 3 BUILDING PERM1T APPLICATION CHECK. LIST Do you bsve or n~tl ~e following, before applyiag? Board o f Hoalth 4 s~ of Building Plans~ Harming Bo~I ~provai Septic Form Flood Pennli APPLICATION FOR BUILDING PERMIT Dato ,20 INSTRUCI'ION$ a. This applioafion MUST be completely filled in by typewriter or in ink and submitted to thc Building Inspector with 4 sets of plans, aocurate plot plan to scala. Fee according to schedule. b. Plot plan showing location of lot and of buildin/s on premises, r~lationsldp to adjoini~ pr~nises or public struts or areas, and wa~a~s. c. The work co',,~d by this application may not be commenced before issu~ce of Building Penuit. cl. Upon approval of this application, the Building Impector will issue a Building Permit to the applicant. Such a p~rmlt shall be kept on the l~, rani,sas available/'or inape~on throngho~t the work, ¢. No buildinI shall be occupied or used in whole or in part for say pu~ose what ~ ever until thc B~ilding Inspector issues a Cel'lificat~ oi' Occupancy. f. Ever~ building p~rmit ahall ~xpire if thc work authodz,al ha~ not COlmU~aced witl~ 12 months aler th~ date of issumm~ or has not be~n completed within 18 months from such dat~. Ii'no zoning am~ndm=nts or other regulations aiTect tull thc properly have been ~nacted in the interim, the Building Inspector may authorize, in writing, the exlensinn of'he pen'nit for an addition six moa&s. Ther~ter, a ~ p~mit shall, be requh'~. APPLICATION IS HEREBY MADE ~o the Building Depmi'ment for the issuance of a Building Permit pursuant to the Buildin8 Zonc Ordina~ce of the Town of'Southold, suffolk County~ New York, and other applicable Laws Ordinancc~ or Regulations, for the construction of buildings, adfliflo~, or alterations or for remora}, or dem.~t~on al ~in dc~'rlbcd. The applicant aire~s io comply with all applicable laws, ordinates, lmildi~g code, tiousm~co~, a~r~g ions, and to admit auth°dzed inspect°rs °n pmnlses and in building f°r n~ssal~ insp~ctin~s~ l~ .. , ~Si~n~lure of applicar ~r flame, if ~ corporation) (~illng add,ess of applicant) StaW wh~b. er applicant is owne~, lessee, age~l, architcct, on~inccr, goncral contractor, electrician, plumber or builder ./~~on. sil~atur~ of duly authorized OffiCer - ~ ~ (Name and t~!e or corporate offieeO Builders Licons¢ No. Plmribcrs Uc~nse No. 4 5l~4 - Eteca'i~ans I.i~ bio. Otha' Tradff's Licmse No. I. Location of land on which proppsed work will be done: House Humber $t~t CoontyTaxlvl~No. 1000 Se~tio~ 4-~.:~ Block Subdivision Hamlet ~. Lot Fil~ Map No. Lot 12-02-08;14:57 ; 9~6312542805 ; # 3/ 3 2. Stat e existing use and occupancy of premises and intanded use and,oecupaney o f proposed constraetiom a. Existingu~eandoccupanny KIO~6~O~-~ ~ ~/,a~ Addition Alterainn ~ Other Work (oesoripfio~) (To be paid on filing this application) Number of dwelling units on anch floor 6. If business, commercial or mixed ocoupancy, speMfy nature and extent of each typo of uze, 7, Dim~slons of existing slru~v~-s, if any:. From__ Height ...... Number of Stor~s __ Rear Depth Olmenslons of same structure with alterations or additions: Front Depth Height Number of Stodes Rear 8. Dimensions of entire new cons~uction Front. Height Number of Stodes Rear _Depth 9. Size oflot: Front Rear D~pth 10. Date of Purchase Name of Former Owner 1 I, Zone or use distriet in which premises are situated 12. Do~ proposed conmTuction vinlatc any zoning law, ordinance or regulation? YES__ NO__ 13, Will lot be re~-grnded? YES __ NO Will excess Ifil be removed from premises? YES. 14. Names of Owner ofpremisea Addr~s Phone No. Name of Architect Addr~s Phone No. Name of Contractor Addr~s Phone No. NO 15 a. Is ~his property within 100 feet ore fid'al wetland or a frezhwater wetland? *YES.__NO __ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE KEQUIKED. b. Is this propen~ wi'dfin 300 f~t ofe tidal wetland? * YES NO * IF YF~, D.E.C. PERMrlX3 MAY BE REQUIRED. 16. Provide survey, to scale, with acourate 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 reatrictions with respect to this property! * YES · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) COUNTYo~S:~ '~ I ~ (Om~to~, ~mt, ~t~ 0~, ~.) t~ ~ ~* ~ ~ ~ ~"~ ~ ~ ~o ~ ~ oeN~ ~owi~ ~d ~; ~ ~t ~ work p~ ~ thc ~r s~ ~ M ~ a~H~ filed ~e~. #O~U~'I~/EILIC. STATE OF NE~F ~l~ NO. 01MC618623'1 ~AUFIED IN SUFFOLK ~ ~$SlON EXPIRES APRIL Suffolk County Executive's Office of Consumer Affairs DATE ISSUED: VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 12/3/2007 No. 43834-RP SUFFOLK COUNTY This is to certify that doing business as Restricted Plumbing License MARK MAUSSER FIRE SPRINKLER ASSOCIATES INC having given satisfactory evidence of competency, is hereby licensed to perform plumbing work necessary and solely related to the operation, installation, maintenance and repair of the equipment specified below in'accordance with and subject to the provisions of applicable laws, roles and regulations of the County of Suffolk, State of New York. Additional Businesses Restrictions Fire Sprinkler Systems Director GBFIRE HYDRAULIC DESIGN INFORMATION SHEET Name: SAN SIMEON ON THE SOUND /! Location: WEST WING (PHASE 1) /! Building: 61700 RT 48, GREENPORT, NY 119~: ,~i , d b Contractor: FIRE SPRINKLER ASSOCIATES ~,~?" , Y: File Name: DEAD-END BR-RE-CLC.the ~/~", Construction: [] Combustible [] Noncombu~l~: %/ Occupancy: LIGHT HAZARD AH J: DESlGN ,, [ I NFPA 13: [/1 Light Hazard [ ] Ordinary H-"~rd ~:. [ ] Exlra Hazard Group: Figure: 11.2.3.2.3JI Cu~te: LIGHT [ ] Other (8pociht): [ ] Specific Rulling: Made By: Date: Area of Sprinkler Operation: Density: Area per Sprinkler: Hose Allowance Inside: Hose Allowance Outside: Rack Sprinkler Allowance: Flow Required: 257.82 gpm "C" Factor Used: Overhead: 120 WATER FLOW TEST Date: 111t012008 Time: 1:45PM Static: 60 psi Residual: 43 psi Flowing: 1460 gpm Elevation: 2 ft Location: NISlO RT 48 (3RD HYDRANT WlO CHAPEL LANE Source of Information: S.C.W.A. Commodity: Storage Height: Storage Method: Solid Pile: % [ ] Single Row [ ] Double Row [ ] Multiple Row [ ] Conventional Pallet [ ] Slave Pallet Date: November 21, 2008 System No.: 2 Contract No.: Drawing No.: SP-I GBF Ceiling Height: 8.16 ft 960 sqft System Type: [¢] Wet [ ] Dry [ ] Deluge [ ] Pre-Action .10 gpm/sqft 120 sqft SPRINKLER or NOZZLE 150 gpm Make: RELIABLE Model: QR gpm Size: 112 in K-factor: 5.62 gpm Temperature Rating: 165 °F CALCULATION SUMMARY Pressure Required: 53.70 psi At: STREET Underground: 140 WATER SUPPLY PUMP DATA TANK OR RESERVOIR Rated Capacity: gpm Capacity: gals At: psi Elevation: ft Elevation: ft COMMODITY STORAGE Class: Area: Palletized: % RACK STORAGE [ ] Automatic Storage [ ] Solid Shelving [ ] Open WELL Proof Flow: gpm Location: Aisle Width: Rack: % [ ] Encapsulated [ ] Nonencapsulated FLUE SPACING Longitudinal: in Transverse: in CLEARANCE FROM TOP OF STORAGE TO CEILING ft in Horizontal Barders Provided: File: DEAD-END BR-RE-CLC.the Page I of 1 WATER SUPPLY INFORMATION: Static (psi): 60.00 Residual (psi): 43.00 @ (gpm): 1,460.00 Hose (gpm): 0.00 System req. (gpm): 257.82 @ (psi): 53.70 Supply available: 59.31 psi Safety margin: 5.61 psi Maximum velocity in the system is: Continuity at all nodes satisfied to: Pipe Type Legend 40 = Schedule 40 10 = Schedule 10 Hydraulic Summary 30.32 fi/sec in the pipe between Nodes: 25 and 26 0.01 gpm Fitting Type Legend T -- Tee (flow turned 90 degrees E = 90 degree standard elbow NOTES: 1~0~08 GBFire "THE" Sprinkler Program 2001 File: DEAD-END BR-RE-CLC.the Page 1 of 3 Node Node Flow Node Node Flow Pipe Flow K-factor Elevation Pressure Diameter K-factor Elevation Pressure HWC Velocity Fittings Length Fdc Loss Eqv Length Elev Loss Ttl Length Ttl FL 1 25.91 18 0.00 25.91 2 23.36 17 0.00 23.36 3 20.43 16 0.00 20.43 4 16.83 15 0.00 16.83 5 15.04 14 0.00 15.04 6 14.87 14 0.00 14.87 7 26.48 25 0.00 26.48 8 24.10 24 0.00 24.10 9 22.05 23 0.00 22.05 10 19.25 22 0.00 19.25 11 18.45 21 0.00 18.45 12 15.90 20 0.00 15.90 5.62 9.00 21.27 1.049 9.75 22.15 120 9.62 5.62 9.00 17.28 1.049 9.75 17.96 120 8.67 5.62 9.00 13.22 1.049 9.75 13.67 120 7.58 5.62 9.00 8.97 1.049 9.75 9.19 120 6.25 5.62 9.00 7.17 1.049 9.75 7.82 120 5.59 5.62 9.00 7.00 1.049 9.75 7.82 120 5.52 5.62 9.00 22.22 1,049 9.75 23.15 120 9.83 5.62 9.00 18.39 1.049 9.75 19.67 120 8.95 5.62 9.00 15.39 1.049 9.75 15.96 120 8.18 5.62 9.00 11.74 1.049 9.75 12.84 120 7.15 5.62 9.00 10.78 1.049 9.75 11.10 120 6.85 5.62 9.00 8.00 1.049 9.75 8.17 120 5.90 T T ET ET T ET T ET T T 0.750 0.210 5.000 -0.32 5.750 1.21 0.750 0.173 5.000 -0.32 5.750 1.00 0.750 0.135 5.000 -0.32 5.750 0.78 0.750 0.095 5.000 -0.32 5.750 0.54 5.750 0.077 7.000 -0.32 12.750 0.98 8.250 0.075 7.000 -0.32 15.250 1.15 0.750 0.219 5.000 -0.32 5.750 1.26 1.750 0.184 7.000 -0.32 8.750 1.61 0.750 0.156 5.000 -0.32 5.75O O.90 4.750 0.121 7.000 .0.32 11.750 1.43 0~750 0.112 5.000 .0.32 5.750 0.64 0.750 0.085 5.000 -0.32 5.750 0.49 1~0~08 GBFire "THE" Sprinkler Program 2001 File: DEAD-END BR-RE-CLC.the Page 2 of 3 Node Node Flow Node Node Flow Pipe Flow K-factor Elevation Pressure Diameter K-factor Elevation Pressure HWC Velocity Fittings Eqv Ttl Length Fdc Loss Length Elev Loss Length Ttl FL 13 15.13 19 0.00 15.13 14 0.00 t5 0.00 2991 15 0.00 16 0.00 46.75 16 0.00 17 0.00 67.18 17 0.00 18 0.00 90.54 18 0.00 27 0.00 116.45 19 0.00 20 0.00 15.13 20 0.00 21 0.00 31.03 21 0.00 22 0.00 49.48 22 0.00 23 0.00 68.74 23 0,00 24 0,00 90.78 24 0.00 25 0.00 114.88 5.62 9.00 7.25 1.049 9.75 7.74 120 5.62 9.75 7.82 1.049 9.75 9.19 120 11.10 9.75 9.19 1.049 9.75 13,67 120 17.35 9.75 13.67 1.380 9.75 17.96 120 14.41 9.75 17.96 1.380 9.75 22.15 120 19.42 9.75 22.15 1.380 9.75 38.19 120 24,98 9.75 7.74 1,049 9,75 8.17 120 5,62 9.75 8.17 1.049 9.75 11.10 120 11.52 9.75 11.10 1.049 9.75 12.84 120 18.37 9.75 12.84 1.380 9.75 15.96 120 14.74 9.75 15.96 1.380 9,75 19.67 120 19.47 9.75 19.67 1.380 9.75 23.15 120 24.64 ET T 3.500 0.078 7.000 -0.32 10.500 0.82 5.000 0.274 0.000 0.00 5.000 1.37 7.160 0.626 0,000 0.00 7.160 4.48 13.300 0.322 0.000 0.00 13.300 4.28 7.500 0.559 0.000 0.00 7.500 4.19 12.000 0.891 6.000 0.00 18.000 16.04 5.500 0.078 0.000 0.00 5.500 0.43 10.000 0.293 0.000 0.00 10.000 2.93 2.500 0.695 0.000 0.00 2.500 1.74 9.300 0.336 0.000 0.00 9.300 3.12 6.600 0.562 0.000 0.00 6.600 3.71 4.000 0.869 0.000 0.00 4.000 3.48 12/02/08 GBFire "THE" Sprinkler Program 2001 File: DEAD-END BR-RE-CLC.the Page 3 of 3 Node Node Flow Node Node Flow Pipe Flow 25 0.00 26 0.00 141.36 26 0.00 27 0.00 141.36 27 0.00 52 0.00 257.82 52 0.00 53 0.00 257.82 53 0.00 54 0.00 257.82 54 0.00 55 257.82 257.82 Units Legend Flow -- gpm Elevation = feet Pressure = psi Diameter = inches K-factor Elevation Pressure Diameter K-factor Elevation Pressure HWC Velocity Fittings Length Fric Loss Eqv Length Elev Loss Ttl Length Ttl FL 9.75 23.15 1.380 9,75 37.56 120 30.32 9.75 37.56 2.635 9.75 38.19 120 8.32 9.75 38.19 2.635 9.75 45.16 120 15.17 9.75 45.16 4.260 7.00 48.44 120 5.80 7.00 48.44 4.026 7.00 49.54 120 6.50 7.00 49.54 6.065 Source -2.00 53.70 140 2.86 T T 2ET 2ET ET 5.300 1.275 6.000 0.00 11.300 14.41 11.500 0.055 0.000 0.00 11.500 0.63 25.500 0.166 16.474 0.00 41.970 6.97 78.000 0.016 52.668 1.19 130.670 2.09 12.000 0.021 40.000 0.00 52.000 1.10 65.000 0.002 58.520 3.90 123,520 0.27 Velocity = fi/sec Length, Eqv Length, Ttl Length = feet Fric Loss = psi/ft Elev Loss, Ttl FL = psi 12/02/08 GBFire "THE" Sprinkler Program 2001 Water Supply vs Sprinkler Demand 80 70. 10. 1000 Flow (gpm) 12OO 1400 1600 GBFIRE HYDRAULIC DESIGN INFORMATION SHEET Name: SAN SIMEON ON THE SOUND Location: WEST WING (PHASE 1) Building: 61700 RT 48, GREENPORT, NY 11944 Contractor: FIRE SPRINKLER ASSOCIATES File Name: GRID SYS-RE-CLC.the Construction: [ ] Combustible [ ] Noncombustible Occupancy LIGHT HAZARD AH J: NFPA 13: {,] Light Hazard Figure: 11.2.3.2.3.1 Other (Specify): Specific Rulling: Made By: Area of Sprinkler Operation: 960 Density: .10 Area per Sprinkler: 110 Hose Allowance Inside: 150 Hose Allowance Outside: Rack Sprinkler Allowance: [ ] Ordinar Flow Required: 154.20 gpm "C" Factor Used: Overhead: 120 Date: November 18, 2008 ~[t~tem No.: 1 Oontract No.: Drawing No.: SP-1 Calculated by; GBF Ceiling Height: g pm/~ ~.' ', sqft \~: '' ." ' · SPRINK~ or NOZZLE gpm ~,,:: ~,M.~:~E LIABLE gpm Size: 112 in gpm Temperature Rating: 165 °F CALCU~TION SUMMARY WATER FLOW TEST Date: 1111012008 Time: 1:45PM Static: 60 psi Residual: 43 psi Flowing: 1460 gpm Elevation: 2 ft Location: N/S/O RT 48 (3RD HYDRANT W/O CHAPEL LANE Source of Information: S.C.W.A. SYS] VI DESIGN Hazard Grl [ ] Extra Hazard Group: ,,~ ' Curve: LIGHT 4, ,, ~,¢]~ i Date: ,¢,~ ~u/,~:$ystemType! [ ] Wet [ ] Dry [ ] Deluge Commodity: Storage Height: Storage Method: Solid Pile: % [ ] Conventional Pallet [ ] Slave Pallet 8.16 ft [ ] Pre-Acfion [ ] Single Row [ ] Double Row [ ] Multiple Row Model: QR K-factor: 5.62 Pressure Required: 43.46 psi At: STREET Underground: 140 WATER SUPPLY PUMP DATA TANK OR RESERVOIR Rated Capacity: gpm Capacity: At: psi Elevation: ft Elevation: ft WELL Proof Flow: gpm gals COMMODITY STORAGE Class: Area: Palletized: % RACK STORAGE [ ] Automatic Storage [ ] Solid Shelving [ ] Open Location: Aisle Width: Rack: % [ ] Encapsulated [ ] Nonencapsulated FLUE SPACING Longitudinal: in Transverse: CLEARANCE FROM TOP OF STORAGE TO CEILING ft in Horizontal Barriers Provided: File: GRID SYS-RE-CLC.the Page 1 of 1 WATER SUPPLY INFORMATION: Static (psi): 60,00 Residual (psi): 43.00 @ (gpm): 1,460.00 Hose (gpm): 0.00 System req. (gpm): 154 20 @ (psi): 43.46 Supply available: 59.73 psi Safety margin: 1627 psi Maximum velocity in the system is: Continuity at all nodes satisfied to: Pipe Type Legend 40 = Schedule 40 10 = Schedule 10 NOTES: Hydraulic Summary 11.92 fi/sec in the pipe between Nodes: 20 and 24 001 gpm Fitting Type Legend T = Tee (flow turned 90 degrees E = 90 degree standard elbow "THE" Sprinkler Program 2001 12/02/08 GBFire File: GRID SYS-RE-CLC.the Page 1 of 3 Node Node Flow Node Node Flow Pipe Flow K-factor Elevation Pressure Diameter K-factor Elevation Pressure HWC Velocity Fittings Eqv Ttl Length Fric !._oss Length Elev Loss Length Ttl FL 1 15.55 11 0.00 15.55 2 16.35 12 0.00 1635 3 1487 13 0.00 14.87 4 14.91 14 0.00 14.91 5 14.89 15 000 14.89 6 16.00 16 0.00 1600 7 14.94 t7 0.00 14.94 8 15.02 18 0.00 15.02 9 1539 19 0.00 15,39 10 16.28 20 0.00 16.28 21 0.00 11 0.00 14.26 11 0.00 12 0.00 29.81 5,62 8.16 7.65 1049 9 00 7 76 120 577 5.62 8.16 847 1.049 9 00 8 62 120 6.07 5.62 816 7.00 1.049 9.00 7.07 120 5.52 5.62 816 704 1 049 900 7.12 120 5.54 562 8.16 702 1.049 900 743 120 5.53 562 8.16 8.11 1.049 9 O0 8 24 120 5 94 562 8 16 707 1049 9.00 714 120 5.55 562 8.16 7.14 1049 9 00 722 120 5.58 5 62 816 7 51 1 049 9.OO 76O 120 571 5.62 816 8.39 1 049 9.00 8,54 120 604 9.00 7.25 1 380 9.00 7.76 120 3.06 9.00 7.76 1.380 9.00 8.62 120 6,39 T T T ET T T T 0.750 0.082 5.0OO -O,36 5.750 0.47 O75O O.09O 5.00O -0.36 5.750 052 0750 0.075 5.000 -0.36 5750 0.43 0.750 0.076 5 000 -0.36 5.750 0.43 33OO O.075 7 000 -0.36 1O3O0 O.78 0750 0.086 5000 -0 36 5750 0.50 0.750 0.076 5.000 -0 36 5750 0.44 0.750 0.077 5.000 -0.36 5.750 0.44 0.750 Q080 5 000 -0.36 5750 0.46 0.750 0,089 5000 -0.36 5750 0.51 28.000 0.018 0.000 0.00 28.000 0.51 12.000 0.072 0.000 0.00 12.000 0.86 12/02/08 "THE" Sprinkler Program 2001 GBFire File: GRID SYS-RE-CLC.the Page 2 of 3 Node Node Node Flow K-factor Elevation Pressure Diameter Node Flow K-factor Elevation Pressure HWC Pipe Flow Velocity Fittings Length Fric Loss Eqv Length Elev Loss Ttl Length Ttl FL 12 26 22 13 13 14 14 15 15 16 16 25 23 17 17 18 18 19 19 20 2O 24 21 22 0.00 9.00 8 62 1 380 000 900 1711 120 46 16 9.90 0.00 9.00 724 1 380 0 00 9.00 707 120 8.22 1 76 000 9.00 7 07 1 380 0.00 9.00 712 120 6 65 1.43 000 900 7.12 1.380 0.00 900 7 43 120 21 56 4.63 0 00 9.00 7 43 1.380 0.00 9.00 824 120 3645 7.82 0.00 9.00 8 24 1 380 000 900 1680 120 52 45 11 25 0.00 9.00 7 24 1 380 000 9.00 714 120 6 04 1.30 000 9.00 7 14 1380 0.00 9.00 722 120 8.90 1.91 000 9.00 7 22 1.380 0.00 900 760 120 23.92 5.13 0.00 9.00 760 1 380 0.00 9.00 8 54 120 39.31 8.43 000 9.00 8 54 1.380 0.00 9.00 1670 120 55.58 11.92 000 9.00 7.25 2.635 0.00 9.00 7.24 120 14.26 0.84 T T 46.830 0.161 6.000 0.00 52.830 8.50 2583O O.O07 0.000 000 25.830 0.17 10.500 0.004 0.000 0.00 10.500 O.O5 8.000 0.039 O000 0.00 8.000 0.31 783O 0104 0.000 0.00 7 830 081 36OOO O.2O4 6.000 Q00 42OOO 8 56 25.83O O.0O4 0.000 0 00 25 830 0.10 10.500 0.008 0000 O00 10.500 0.08 8000 0.048 0.000 0.00 8.000 0.38 7.830 0119 0.000 0.00 7830 0.94 36000 0.227 0.000 0.00 36OOO 8.16 9.500 0.001 0.000 0.00 9.500 0.01 12/02/08 "THE" Sprinkler Program 2001 GBFire File: GRID SYS-RE-CLC the Page 3 of 3 Node Node Flow Node Node Flow Pipe Flow K-factor Elevation Pressure Diameter K-factor Elevation Pressure HWC Velocity Fittings Length Fric Loss Eqv Length Elev Loss Ttl Length Ttl FL 22 000 23 0.00 604 24 000 25 0.00 55 58 25 0 00 26 000 108 04 26 000 52 0.00 154.20 52 000 53 000 154 20 53 000 54 0 00 15420 54 000 55 154.20 15420 Units Legend Flow = gpm Elevation = feet Pressure = psi Diameter = inches 9.00 7.24 2.635 900 724 120 0 36 900 1670 2.635 900 1680 120 3.27 900 1680 2.635 900 1711 120 6.36 900 17 11 9.00 31 05 900 31 05 7 00 3904 700 39.04 7 00 39 46 7 00 39 46 Souse -200 4346 Velocity = fi/sec Length, Eqv Length, Ttl Length = feet 2.635 120 6E T 907 2.635 120 2E T 907 4.026 120 2E T 3.89 6.065 140 E T 1 71 Fric Loss = psi/ft Elev Loss, Ttl FL = psi 10000 0 000 0000 0.00 10.000 0.00 10000 0.010 0000 000 10.000 010 9.500 0.033 0000 000 9 500 032 151250 0.064 65897 0.00 217.150 13.94 78 000 O.064 32.948 087 11O95O 7.12 12000 0.008 40000 000 52000 042 65.000 0 001 58 520 3.90 123520 0.10 12~02~08 "THE" Sprinkler Program 2001 GBFire Water Suppl,/vs Sprinkler Demand 8O 70- 6O 5O 30- ~ 43 2O 10 eL, 0 200 4OO 600 8OO 1000 1200 1400 Flow (gprm 1460@43 1600 () lY4RN 11-2 10-0 a) 0-6 il 0 0 49'-0" F (~) SOURCE NOTE: FOR CONTINUAqON NODES SEE DWG SP-2 OF [] ~T [] 1 13-1 ® 10-5 ' 7-~C 57'-0" 1 '® VI' +9'-10' b ~a~11-2 ,a 1 11-2 4-9 cO¸ 9,~6 +9'-6~" 11-6 8-6 8-6 0 0 28'-5" 0 0 DEAD END BRANCHLINES (SYSTEM 2) HYDRAULICALLY REMOTE 960 DESIGN DENSITY .10 GPM SYSTEM REQUIRES 257.82 GPM @ 55.70 PSI. FT. -tAZARD) 58'-~ oY~" 5T-O" 161'-10 FINSPECTORS TEST IIVA!VE 9 [] lYmN 12-9 10-1 ® ~ lb, +8'-11Y4" iF-- 945 10-1 0-6 0-6 il o o A 49'-0" (NOT IN CONTR^C~ EAST WING WEST EOEND NUMBER SYMBOL OF DESCPIPTION HEADS 253 CONCEALED SPRINKLER HEAD RELIABLE MODEL "OR" k FACTOR: 5.62 1/2" -165 DEGREE PIPING PROVISIONS FOR FLUSHING AND FLUSHED BEFORE CONNECTION ALL EQUIPTMENT APPROVED/LISTED FOR FIRE PROTECTION SERVICE FIRE DEPT. CONNECTIONS AND HOSE CONNECTION THREADS TO BE COMPATIBLE WITH LOCAL FIRE DEPARTMENT EQUIPTMENT FIRE DEPARTMENT CONNECTION TO BE ON A STREET FRONT OF THE BUILDING ACCESSIBLE FOR FIRE DEPT. AND WITHOUT BEING A POTENTIAL HAZARD ALL NEW SPRINKLER MAIN TO BE SCHEDULE .10 ALL SPRINKLER BRANCH PIPING TO BE SCHEDULE.40 ALL NEW MAIN SPRINKLER PIPING TO BE GROOVED WITH VICTAULIC COUPLINGS ALL BRANCH PIPING TO BE THREADED ALL REQUIRED SIGNS CONTRACTORS MATERIAL AND TEST CERTIFICATES FOR ABOVE GROUND AND UNDERGROUND PIPE SHALL BE SUBMITTED TO THE FIRE MARSHAL PRIOR TO THE APPROVAL OF THE INSTALLATION GRID AREA (SYSTEM 1) HYDRAULICALLY REMOTE 960 SQ. FT. DESIGN DENSITY .10 GPM (LIGHT HAZARD) SYSTEM REQUIRES 154.20 GPM @ 45.46 PSI. NOTE: BUILDING HEATED THROUGHOUT :ALL ROOMS ARE LIGHT HAZARD OCI)UPANCY OR U:~!,' ' ,r ,,. ,-'V~ .-UL. X : DENOTES HANGER UNOERWRITER~ OERTIFIOAi'E , REQUIRED WI] i,;:L.I i CERTIFICATE OF ;UPANCY LOCATION -FIRE REQUIRED BE OPENING Water Flow Info Static: 60 ~"~ ual: 43 ~GPM Date: 11/10/2008 Time: 1:50 pm B_y: S.C.W.A. REQUIREMENTS OF THE CODE YORK STATE, NOT RESPONS DESIGN OR CONSTRUCTION DISTRICT: 1000 SECTION: 45 BLOCK: 02 LOT 2 ~?.-2-08 TO ^RCHITELT :FOR REVIEV,V RB/. NO, i DATE i DESCRIPIlDN FIRE SPRINKLER ASSOCIATES. CONTACT: ED W~LBERT (631)254--2800 41 MERCEDES WAY SUITE 51EDGEWOOD , NY SAN SIMEON on the SOUND 61700 RT 48 GREENPORT, NEW YORK 11944 SPRINKLER PLAN DATE 11/5/2008 I[ AUT(]MA]lC SPRINKLERS ][ CON[~CT NO. so~ I[ ~HT)[ TDT ][ SHT, NO 1/2. )N "ORE ED TDE ~T iET THE OF NEW LE FOR RRORB. TRUSS (TYP) / ZCONCEALED RPRINKLER HD (TYP) .SPRINKLER 8RANCHLINE BUILDING SECTION A-A (NTS) WING "A" (NOT IN CONTRACT) ~) SOURCE lO" [LECT. 8ELL EXISTING 4" SPRINKLER LOCATION O[ ~xZ~x¢ FD SIAkIESE CONNECTIOR EAST WING (PHASE 2) WEST WING (PHASE 1) NORTH ROAD (PT 48} SITE PLAN (NTS) MAIN 4 TO 253 SPRINKLER HD FLOW SWITCH WIRED TO FA 4" RISER CHECK VALVE! W/GAUGES & 2" MAIN DRAIN GRAIN PIPED OUT OF BLDG, 4" OSAY CONTROL VALVE-- 1ST FLOOR RISER BELL (SYSTEM SENSOR) MOUNI~D OUTSIDE BLDG. & WIRED TO FIRE ALARM PANEL. '~x4- FD CONN. (18"-56" ABV GRADE) VA.W/ABD GRADE (~)SOURCE DIAGRAM (NTS) EGEND NUMBER SYMBOL OF DESCRPTION HEADS 253 CONCEALED SPRINKLER HEAD RELIABLE MODEL "OR" K FACTOR: 5.62 1/2" -165 DEGREE PIPING PROVISIONS FOR FLUSHING AND FLUSHED BEFORE CONNECTION ALL EQUlPTMENT APPROVED/LISTED FOR FIRE PROTECTION SERVICE FIRE DEPT. CONNECTIONS AND HOSE CONNECTION THREADS TO BE COMPATIBLE WITH LOCAL FIRE DEPARTMENT EQUIPTMENT FIRE DEPARTMENT CONNECTION TO BE ON A STREET FRONT OF THE BUILDING ACCESSIBLE FOR FIRE DEPT. AND WITHOUT BEING A POTENTIAL HAZARE ALL NEW SPRIINKLER MAIN TO BE SCHEDULE .10 ALL SPRINKLER BRANOH PIPING TO BE SCHEDULE.40 ALL NEW MAIN SPRINKLER PIPING TO BE GROOVED WITH VICTAULIC COUPLINGS ALL BRANCH PIPING TO BE THREADED ALL REQUIRED SIGNS CONTRAOTORS MATERIAL AND TEST CERTIFICATES FOR ABOVE GROUND AND UNDERGROUND PIPE SHALL BE SUBMITTED TO THE FIRE MARSHAL PRIOR TO THE APPROVAL OF THE INSTALLATION NOTE: BUILDING HEATED THROUGHOUT :ALL ROOMS ARE LIGHT HAZARD X ' DENOTES HANGER LOCATION Water Flow Info Static: 60 Residua. l: 43 @ 1460 GPM Date: 11/10/2008 Time.: 1:50 pm By: S.C.W.A. DISTRICT: 1000 SECTION: 45 BLOCK :. 02 LOT 2 ',TO AB_C ~ \ T F_ r..T RE~. NO. I DATE I DESCRIPTION FIRE SPRINKLER ASSOCIATES. CONTACT: ED FILBERT (631)254-2800 4-1 MERCEDES WAY SUITE 31 EDGEWOOD , NY SAN SIMEON on the SOUND 61700 RT 4-8 GREENPORT, NEW YORK 1194-4 SPRINKLER PLAN ./5/200~ IL ^u~o.*~,c SmNK~S J[ co~,*c~ NO.' DWN, BY:gBF J[1HJSSHT-253 I[ TOE~L-~ ]1 ~6~/ SCALE 1/8'=f II SHT I[ . TnT ]l SHT. NO 212.