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HomeMy WebLinkAbout39571-Z 147= ..., QL'fta� Town of Southold 8/13/2015 e. P.O.Box 1179 v 53095 Main Rd '•' �,� ,1 Southold,New York 11971 Cpl * ,�0f CERTIFICATE OF OCCUPANCY No: 37718 Date: 8/13/2015 THIS CERTIFIES that the building FIRE SPRINKLER Location of Property: 64300 Route 25, Greenport SCTM#: 473889 Sec/Block/Lot: 56.-7-2 Subdivision: Filed Map No. Lot No. - conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/13/2015 pursuant to which Building Permit No. 39571 dated 3/6/2015 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 sprinkler system for a restaurant as applied for. The certificate is issued to Mill Creek Partners LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED ax±-,......6,„ Authorized Signature TOWN OF SOUTHOLD ,<, oFFntiPG BUILDING DEPARTMENT TOWN CLERK'S OFFICE '; SOUTHOLD, NY 44 * 10,0 , BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39571 Date: 3/6/2015 Permission is hereby granted to: Mill Creek Partners LLC PO BOX 326 Cutchogue, NY 11935 To: Installation of a fire sprinkler system as applied for. At premises located at: 64300 Route 25, Greenport SCTM # 473889 Sec/Block/Lot# 56.-7-2 Pursuant to application dated 2/13/2015 and approved by the Building Inspector. To expire on 9/4/2016. Fees: CO -COMMERCIAL $50.00 COMM , - ri ITION/ALTE' a $250.00 Total: $300.00 • 11111111Kuildi' g Ins. -ctor f'7 SO(/ryo`o,, 14-cou,m,"../ fil\1071gf TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: #1‹ OW- 't DATE7 INSPECTOR FIELD LISPECO.N=PORT DATE COSTS � ..44...a z..,_ ... . '.t :•� r ,. .. ., ...t.,l.. 1..� is .. Pt FQUNDA.ION(1ST) . .• , • • • j FOUNDATION (2ND) • 0 • • ROUGH FRAIL& _ - • . • . y PLUMBING , • . F • INSULATION PER N.Y. . . . ' • - y 1 STATE ENERGY CODE . ' • • , �- r , ti' • a ?r--- FINAL —r . .. ADD�..IO iai 1 i i:' 'y tTS , --- - �l P ,'�;, I;/ • • \--5 0 r-' ... f.l moi: �t • �5" 4 —� �' r • • ' • A......0 2 . . . • • , . • T' [i• ` .. • . . • • . .. , ).---77-- .g! . }�SJ 17 L.. TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans X TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 � Survey UeruilholrlTown.NorthFork.,net PERMIT NO. ` J Check $300.00 Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined____ __,,20___ �/ Single&Separate Storm-Water Assessment Form Contact: Approved ,20 Mail to: Foos Fire, Inc Disapproved a/c _ 12-4 Technology Dr E Setauket,NY 11733 V— /1 / Phone: (,631)689 6869 Expiiation _ 20 // uldi• $.47-,c o. APPLICATION FOR BUILDING PERMIT Date February 13 , 20 15 INSTRUCTIONS a. This application 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 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 allii\ plicable laws,ordinances,building code,housing code,and regulation , and to admit authorized inspectors on- ,is s� in building for necessary inspections. / (-----...-----":4' \- �-.11,___2=_--, 1 �L —`,�n. 1\ i �1 (Signature of applicant or name,if a corporation) \\ ) t\\..'1i' �u�F"_ 42p�5 i Gw , 12-4 Technology Dr.E Setauket, NY 11733 \ MAR j (Mailing address of applicant) Sta e whether apiiltscwnerrlessee, agent, architect, engineer, general contractor, electrician,p lumber or builder o \,or Sti �' Fire '•• - " ontractor Name of owner of premises Millcreek Partners LLC (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. Electriciars License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 64300 Main Rd.Southold House Number " ` Street Hamlet County Tax Map No.'1000 Section 5600 Block__ 700 Lot 2000 Subdivision Filed Map No._ _ Lot 2. Stare existing use and occupancy of premises and intended use and occupancy of proposed construction: . a. Existing use and occupancy Restaurant -- — b. Intended use and occupancy Restaurant --� --- 3. Nature of work (check which applicable):New Building_ Addition Alteration x ' Repair—_^ Removal _ Demolition ' Other Work__ (Description) 4. Estimated Cost, Fee — - — — (To be paid on tiling this application) 5. If dwelling,number of dwelling units_ Number of dwelling units on each floor If garage, numb&of cars______ -�- 6. if business, commercial or mixed occupancy, .specify nature and extent of each type of use. Restraurant 7. Dimensions of existing structures, if any: Front Rear Depth Height._ Number of Stories Dirrnensions of same structure with alterations or additions: Front Rear Deptlh._ .__ _,.., ____._. __ __Height _^Number of Stories 8. Dimensions of entire new c,.onstruction: Front Rear Depth Height _.� _ tNumber of Stories 9. Size of lot:Front Rear - Depth 10. Date of Purchase' Name of Former Owner r I. Zone or use district in which premises are situated 12. Does proposed consttuction violate any zoning law,ordinance or regulation? YES NO 13,,,Will lot be're-graded? YES, ___NO-- Will excess fill be removed from premises?YES NO 14. Names of Owner of premises . Address— Phone No. Name of Architect_ Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 9.00 het of a tidal wetland or a freshwater wetland? *YES _NO_ * JF 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. PERMIT TS 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. 1E. Arc there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY, STATF OF NEW YORK) SS: COUNTY OF Sufic&��) __Kristie Ruche _ ���q __ being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is ahu_ PrLsidera _____ m__T_,.. _r .A- - _____ ____ «. (Contracdor, Agent, Corporate Officer,ac.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manna set forth in the,application filed therewith. Sworn to before me this, ➢'➢tlidla3 of f=ebruary_�20 15 TAMAR I. PAUSTIAN ('- - 4' h --';',Z ,.- i Public, State of New York O.-01T'rA87a4J1- N'�,'aa;1 Puab GUalified in Suffolk County 7 ti Commission Expires July 29, 20 /4 Sig-nature of Applicant t iii.,.� ��,,. MAILING ADDRE PLANNING BOARD MEMBERS • 'SOF SO(J1 .. P.O. Box 1179 DONALD J.WILCENSKI °•••• ie s r a-..rt, *` Southold, NY 11971 Chair �� ,4 ; OFFICE LOCATION: WILLIAM J.CREMERS � cl' 4 . Town Hall Annex PIERCE RAFFERTY % i * x ?,y�,1% 54375 State Route 25 JAMES H.RICH III "x- sc _ l (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR l_i�'QUN'(1(�* I,if,' Southold, NY Telephone: 631 765-1938 • www.southoldtownny.gov PLANNING BOARD OFFICE Fr.:\., i:,2, TOWN OF SOUTHOLD _ __------ j\) Augustrz),‘, 102015 n AUG 1 1 2b15 Ms. Nancy Steelman I',nc UP do Samuels & Steelman _ 25235 Main Road Cutchogue, NY 11935 Re: Approved Site Plan for Mill Creek Inn & Marina Located at 64300 NYS Rt. 25, 424' west of Dolphin Drive, Greenport SCTM#1000-56-7-2 Zoning District: M-II Dear Ms. Steelman: The Planning Board has found that the requirements of the above-referenced Site Plan have been completed based on the site inspection made August 4, 2015. The site is now in conformance with the approved Site Plan entitled "The Mill Creek Inn & Marina", dated March 2, 2012 and last revised March 20, 2013, prepared by Samuels & Steelman Architects and the approved revised Site Plan entitled "Site Plan Revised", prepared by "Samuels & Steelman dated December 15, 2014. This letter does not condone any changes from the approved Site Plan and from approvals permitted by 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 at 631-765-1938. . Very truly yours, ("-evagielA irt Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Jamie Richter, Town Engineering Inspector • Mill Creek Restaurant Drawing Date:1-10-2015 2/10/15 8:49 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Mill Creek Restaurant Location: 64300 Main Road Southold, New York Drawing Date: 1-10-2015 Remote Area Number: 1 Contractor: AAA Fire Protection Telephone: 631-689-6869 12-4 Technology Drive East Setauket, NY, 11733 Designer: PAS Calculated By: SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Wood & Concrete Occupancy:Restaurant Reviewing Authorities:Southold Fire Marshal SYSTEM DESIGN Code:NFPA 13 Hazard:Ordinary System Type:WET Area of Sprinkler Oper. 1500 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0 . 150 I Make: RASCO Area per Sprinkler 117 . 0 sq ftl Model: G5 Hose Allowance Inside 0 gpm 1 K-Factor: 5. 60 Hose Allowance Outside 250 gpm I Temperature Rating: 163 CALCULATION SUMMARY 17 Flowing Outlets gpm Required: 619.7 psi Required: 40.1 @ Source WATER SUPPLY Water Flow Test Pump Data I Date of Test 10-2-2014 1 Rated Capacity 0 gpm I Static Pressure 72 . 0 psi I Rated Pressure 0. 0 psi I Residual Pres 35 . 0 psi I Elevation 0 At a Flow of 1755 gpm 1 Make: Elevation 0" Model: Location: Main Road & Tarpon Dr Source of Information: SCWA SYSTEM VOLUME 330 Gallons Notes : OF NEN/ • "7441- \ 053676 `mss►®�P.,,;,�, Mill Creek Restaurant Drawing Date:1-10-2015 2/10/15 8:49 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 370 30.4 psi 1 4" Grvd 90 Ell #510S Short Radius 7 ' 120 4 . 026 370 0.3 1 Pipe 4" 10x21 Allied Domestic 5' 120 4 .260 370 0 .2 1 4" Grvd Alarm Valve Tyco 513 (13)M 0 ' 0 4 . 026 370 0 . 0 1 4" Grvd Butterfly Valve Tyco BFV- 0 ' 0 4 . 026 370 0 . 0 1 4" Flngd 90 Ell CI 0 ' 120 4 . 026 370 0. 0 1 Pipe 4" DIx18 America DI 350 75' 140 4 .238 370 1 . 8 1 4" Flngd 90 Ell CI 0 ' 120 4 . 026 370 0 . 0 1 4" Flngd Back Flow Valve Wilkins CHART LOSS 370 8 . 4 Elevation Change -2 ' 0" -0 . 9 Fixed Flow Outside Hose Allow. 250 gpm Hydr Ref Ri Required at Source 620 40.1 psi Water Source 72 . 0 psi static, 35. 0 psi residual @ 1755 gpm 620 gpm 66. 6 psi SAFETY PRESSURE 26.5 psi Available Pressure of 66. 6 psi Exceeds Required Pressure of 40.1 psi This is a safety margin of 26.5 psi or 40 % of Supply Maximum Water Velocity is 17 . 0 fps hill Creek Restaurant Drawing Date:1-10-2015 2/10/15 8:49 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling - E 90 ' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\-/P Qa Flow added or subtracted _ Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings . See table above. - TOTAL Total length (PIPE + FTNG' S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation - where Pe = 0 .433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) ^1, 85 / ID^4 . 87 - Pv Velocity pressure (psi) where Pv = 0 . 001123 x Q^2/ID^4 Pn 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 - Lound off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these -Calculations, Aill Creek Restaurant Drawing Date:1-10-2015 2/10/15 8:49 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^ ) ) (PSI) (GPM) (GPM) (GPM/SQ. FT) 1 8 .33 9. 9 1S 7 . 00 5. 60 10. 1 17 . 8 16.2 0 . 17 2 8 .33 11. 0 2S 7 . 00 5. 60 10. 9 18 . 5 17 . 6 0 . 16 3 8 .33 15.5 3S 7 . 00 5. 60 15. 1 21 . 8 17 . 6 0 . 19 4 8 . 33 19. 1 4S 7 . 00 5. 60 18 .5 24 . 1 14 . 8 0 .28 5 8 .33 20 . 5 5S 7 . 00 5. 60 19. 9 25. 0 14 . 8 0 .29 6 8 .33 23. 0 6S 7 . 00 5. 60 22 .2 26. 4 14 . 8 0 .29 7 8 . 33 8 . 9 7S 7 . 00 5. 60 9. 1 16. 9 16.2 0 , 16 8 8 .33 9. 9 8S 7 . 00 5. 60 9. 8 17 . 6 17 . 6 0 . 15 9 8 .33 13. 9 9S 7 . 00 - 5. 60 13. 6 20. 7 17 . 6 0 . 18 10 8 .33 17 . 9 10S 7 . 00 5. 60 17 . 4 23. 3 14 . 8 0 .25 11 8 .33 19. 6 11S 7 . 00 5. 60 19. 0 24 . 4 14 . 8 0 . 33 12 8 . 33 12 . 7 12S 7 . 00 5. 60 12 . 8 20. 1 16.2 0 . 19 13 8 . 33 14 . 1 13S 7 . 00 5. 60 13. 8 20. 8 17 . 4 0 . 18 14 8 . 33 19. 6 14S 7 . 00 5 , 60 19. 0 24 . 4 17 . 4 0 .21 15 8 .33 13. 9 15S 7 . 00 5. 60 14 . 0 20 . 9 16.2 0 . 19 -16 8 . 33 15-.3 16S 7 . 0u 5. 60 15. 0 21 . 7 17 . 4 0. 19 17 8 .33 21. 3 17S 7 .00 5. 60 20 . 6 25. 4 17 . 4 0 .22 40 8 .33 25. 5 41 8 .33 27 . 4 42 8 . 33 - 26. 9 43 8 . 33 27 . 6 44 8 . 33 23. 8 G5 7 . 67 30 .2 11 7 , 67 29 . 4 12 7 . 67 29. 6 I3 7 . 67 29.7 - _ 14 7 . 6 / 29 . 9 W 7 . 57 30. 4 Msx velociry -of 1.7 ,05 occurs in the pipe from 5 TO 6 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. hill Creek Restaurant Drawing Date:1-10-2015 2/10/15 8:49 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 7 TO W (PRIMARY PATH) 16. 93 1. 049 1E 1 . 33 9. 1 9. 1 K = 5. 60 7S C=120 2 . 00 -0 . 6 0 . 0 16. 93 0. 096 3.33 0.3 9. 1 Vel = 6.35 1. 049 10 . 58 8 . 9 8 . 9 EqK = 5. 68 7 C=120 0 . 00 0 . 0 0 . 0 16. 93 0. 096 10 . 58 1 . 0 8 . 9 Vel = 6. 35 17. 55 1. 049 11 . 37 9. 9 9. 9 EqK = 5. 58 8 C=120 0 . 00 0 . 0 0. 0 34 . 48 0 .356 11 . 37 4 . 1 9. 9 Vel = 12 . 92 20 . 69 1 . 380 2E 11.71 13 . 9 13. 9 EqK = 5. 54 9 C=120 6. 00 0. 0 0 . 0 55. 16 0.224 - 17 . 71 4 . 0 13 . 9 Vel = 11. 95 23. 35 1 . 6] 0 8 . 4J 37 . 9 1.7 . 9 EqK = 5. 52 10 C=120 0 . 00 0 . 0 0 . 0 78 . 51 0 .203 8 . 41 1. 7 17 , 9 Vel = 12 . 49 24 . 41 1 . 610 2E 9.73 19. 6 19. 6 EqK = 5. 51 11 C=120 8 . 00 0. 0 0 . 0 102 . 92 0. 335 17 . 73 5. 9 19. 6 Vel = 16. 38 2 . 067 2E 17 . 67 25. 5 25.5 40 0=120 iT 20. 00 0 . 3 0 . 0 102 . 92 0 . 099 37 . 67 3.7 25. 5 Vel = 9. 94 133 . 49 4 .2b0 9. 49 29. 6 29. 6 I2 C=120 0 . 00 0. 0 0 . 0 See PATH 2 236. 41 0. 014 9. 49 0. 1 29. 6 Vel = 5. 37 65.24 4 .260 9. 00 29. 7 29.7 I3 C=120 0. 00 0 . 0 0. 0 See PATH 3 301. 66 - 0. 021 9. 00 0. 2 29 .7 Vel = 6. 86 68 . 03 4 .260 9. 76 29. 9 29. 9 I4 C=120 0.00 0. 0 C . 0 See PATH 4 369. 68 0 . 031 9. 76 0 . 3 29. 9 - de1 = 8 . 40 UNITS - DIA1YETEf. (INCH) -LENGTH (ROOT) FLOW (GPM) PRESSURE (PSI) Rill -Creek Restaurant Drawing Date:1-10-201-5 2/10/15 8:49 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 7 TO W (PRIMARY PATH) 4 .260 5. 4'9 _30.2 30 .2 G5 C=120 0 . 00 0 . 0 0 . 0 369. 68 0. 031 5. 49 0.2 30 .2 Vel = 8 . 40 W 369. 68 30 . 4 K = 67 . 09 17 . 55 1 . 049 1T 1 . 33 9. 8 9. 8 K = 5. 60 8S C=120 5. 00 -0 . 6 0. 0 17 . 55 0 . 102 6. 33 0 . 6 9. 8 Vel = 6.58 8 17 . 55 9. 9 K = 5. 58 20. 69 3 . 049 IT 1 .33 13. 6 13 . 6 K = 5. 60 9S C=120 5. 00 -0. 6 0 . 0 20 . 69 0 . 139 6. 33 0. 9 13. 6 Vel = 7 . 75 9 20 . 69 13. 9 K = 5. 54 23. 35 1 . 049 lT 1 . 33 17 . 4 17 . 4 K = 5. 60 10S C=120 5. 00 -0 . 6 0 . 0 23. 35 0 . 1''3 6. 33 1 . 1 17. 4 Vel = 8 - 75 10 23.35 17 . 9 K = 5. 52 24 . 41 1. 049 1T 1.33 19. 0 19. 0 K = 5. 60 11S C=120 - - 5. 00 -0 . 6 0 . 0- 24 . 41 0. 188 6.33 1 .2 19. 0 Vel = 9. 15 11 24 . 41 19. 6 K = 5. 51 PATH 2 FROM HYDRAULIC REFERENCE 1 TO 12 - 17 . 83 1 . 049 lE 1 . 33 10. 1 10 . 1- K -= .5. 60 - 1S - 0=120 _ 2 . 00 -0 . 6 0 . 0 17 . 83 0 - 105 3 .33 - 0 . 3 10 . 1 Vel = 6. 68 - UNITS - DIAMETER (INCH) --_- T,ENGTu (FOOT) FLOW (GUM) PRESSURE (PSI) • Mill Creek Restaurant Drawing Date:1-10-2015 _ 2/10/15 8:49 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ****w** NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE I TO I2 CONTINUED 1 . 049 10 . 58 9. 9 9. 9 EqK = 5. 66 1 C=120 0 . 00 0. 0 0 . 0 17 . 83 -0. 105 10 . 58 1. 1 9. 9 - Vel = 6. 68 18 . 48 1 . 049 11 . 35 11 . 0 11 . 0 EqK = 5. 57 2 C=120 0 . 00 0 . 0 0 . 0 36. 31 0 .392 11 . 35 4 . 5 11 . 0 Vel = 13. 61 21.75 1 . 380 2E 8 . 88 15. 5 15. 5 EqK = 5. 53 3 C=120 6. 00 0 . 0 0. 0 58 . 06 0.246 14 . 88 3. 7 15. 5 Vel = 12 . 58 24 . 11 1 . 610 6. 33 19. 1 19. 1 EqK = 5.51 4 C=120 0 . 00 0 . 0 0. 0 82 . 17 0 .221 - 6.33 1 . 4 19. 1 Vel = 13. 08 24 . 96 1. 610 6.74 20 . 5 20. 5 EqK = 5. 51 5 C=120 0. 00 0 . 0 0 . 0 107 . 13 0 .360 6.74 2 . 4 20 . 5 Vel = 17 . 05 26. 36 2 . 067 2E 18 , 13 23. 0 23. 0 EqK. = 5. 50 6 C=120 iT 20 . 00 0.3 0 . 0 133. 49 0 . 160 38 . 13 6. 1 23. 0 Vel = 12 . 89 4 .260 2E 17 . 64 29. 4 29. 4 I1 C=120 26.33 0 . 0 0 . 0 !33. 49 0 . 005 43. 98 0 .2 29. 4 Vel = 3. 03 I2 133. 49 29. 6 K = 24 .55 18 . 45 1 . 049 1T 1. 33 10. 9 10 . 9 K = 5 . 60 2S 0=120 5. 00 --0 . 6 0. 0 18 . 48 0. 112 5.33 0 . 7 10. 9 Vel = 6. 93 2 18 . 48 11 . 0 K = 5.57 UNITS - DIAME'T'ER (INCH) 1 ,LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) hill Creek Restaurant Drawing Date:1-10-2015 2/10/15 8:49 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 21 . 75 1 . 049 1T 1 . 33 15. 1 15. 1 K = 5. 60 3S C=120 5. 00 -0 . 6 0 . 0 21 . 75 0. 152 6. 33 1 . 0 15. 1 Vel = 8 . 15 3 21 . 75 15.5 K = 5.53 24 . 11 1 . 049 iT 1 . 33 18 . 5 18 . 5 K = 5. 60 4S C=120 5. 00 -0 . 6 0 . 0 24 . 11 0 . 184 6.33 1.2 18 . 5 Vel = 9. 04 4 24 . 11 19. 1 K = 5. 51 24 . 96 1 , 049 1T 1 . 33 19. 9 19. 9 K = 5. 60 5S C=120 5. 00 - -0 . 6 0 . 0 24 . 96 0.196 6.33 1.2 19. 9 Vel = 9. 36 5 24 . 96 20 . 5 K = 5.51 26.36 1. 049 1T 1 . 33 22 .2 22 .2 K = 5. 60 6S C=120 5. 00 -0 . 6 0. 0 26.36 0 .217 6. 33 1 . 4 22 .2 Vel = 9. 88 6 26. 36 23 . 0 K = 5.50 PATH 3 FROM HYDRAULIC REFERENCE 12 TO 13 20. 06 1 . 049 lE 1 . 33 12 . 8 12 . 8 K = 5. 60 12S 0=120 2 . 00 -0 . 6 0 . 0 - 20 . 06 0. 131 3. 33 0 . 4 12 . 8 Vel = 7 ,52 1 . 049 10 . 58 12 . 7 12 . 7 EaK = 5. 63 12 C=120 0 . 00 0 . 0 0 . 0 20. 06 0. 131 10. 58 1 . 4 - 12 . 7 Vel -_ % . 52 20. 78 1. 049 11.35 14 . 1 14 . 1 EqK = 5. 54 13 C=120 0 00 0 . 0 0. 0 - - - 40 . 84 0 . 487 11.-35 5. 5 14 . 1 lel = 15. 31 - .UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (Gt'i4) P'RESSJRE CPS- ) hill Creek Restaurant Drawing Date:1-10-2015 2/10/15 8:49 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE 12 TO 13 CONTINUED 24 . 41 1.380 2E 17 .76 19. 6 19, 6 EqK = 5.51 14 C=120 6. 00 0 . 0 0 . 0 65.24 0. 305 23. 76 7 .2 19. 6 Vel = 14 . 13 1 . 610 3. 88 26. 9 26. 9 42 C=120 0 . 00 0 . 0 0 . 0 65.24 0 . 144 3. 88 0 . 6 26. 9 Vel = 10 . 38 2 . 067 2E 26.71 27 . 4 27 . 4 41 0=120 1T 20. 00 0.3 0 . 0 65.24 0 . 04.3 46.71 2 . 0 27 . 4 Vel = 6. 30 I3 65.24 29. 7 K = 11 . 97 20 .73 1. 049 IT 1 ,33 13. 0 13. 8 ' K = 5. 60 13S 0=120 5. 00 -0 . 6 0 . 0 20 .78 0.140 6. 33 0 . 9 13 . 8 Vel = 7 .79 13 20. 78 14 . 1 K = 5.54 24 . 41 1 . 049 1T 1.33 19. 0 19. 0 K = 5. 60 14S C=120 5. 00 -0 . 6 0 . 0 24 . 41 0. 7.88 6. 33 1 .2 19. 0 gel = 9 . 15 14 24 . 41 19. 6 K = 5. 51 PATH 4 FROM HYDRAULIC REFERENCE 15 TO 14 20. 92 1. 049 lE 1.33 14 . 0 14 . 0 K = 5. 60 15S C=120 2. 00 -0 . 6 0 . 0 20 . 92 0 . 141 3.33 C . 5 14, 0 ° ,Vel = 7 . 84 1 . 049 10.58 13. 9 13_. 9 EqK = 5. 62 15 C=120 0. 00 00 0. 0: 20 . 92 0 . 141 10.58 1 . 5 13: 9 - Vel = 7 . 84 - UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (.GPM)_ PRESSuRE (PSI) Mill Creek Restaurant Drawing Date:1-10-2015 2/10/15 8:49 Tyco Fire Products Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 4 FROM HYDRAULIC REFERENCE 15 TO 14 CONTINUED 21. 67 1. 049 11 .37 15. 3 15.3 EqK = 5.53 16 C=120 0 . 00 0. 0 0. 0 42.59 0 . 527 11 .37 6. 0 15.3 Vel = 15. 97 25. 44 1.380 7 .57 21.3 21.3 EqK = 5. 51 17 C=120 0. 00 0 . 0 0 . 0 68 . 03 0 .330 7 .57 2 . 5 21 . 3 Vel = 14 .73 1. 610 2E 16.21 23. 8 23 . 8 44 C=120 8 .00 0 . 0 0 . 0 68 . 03 0 . 156 24 .21 3. 8 23 . 8 \1e1 = 10. 83 2 . 067 2E 23. 36 27 . 6 27 . 6 43 0=120 1T 20 . 00 0 .3 0 . 0 68 . 03 0 . 046 43.36 2 . 0 27 . 6 Vel = 6.57 14 68 . 03 29. 9 K = 12 . 44 21 . 67 1. 049 1T 1 .33 15. 0 15. 0 K = 5. 60 16S 0=120 5. 00 -0 . 6 0 . 0 21. 67 0 . 151 6. 33 1 . 0 15. 0 Vel = 8 . 12 J6 21 . 67 15.3 K = 5 .53 25. 44 1. 049 1T 1 . 33 20 . 6 20 . 6 K = 5. 60 17S C=120 5. 00 -0 . 6 0. 0 25. 44 0.203 6. 33 1 . 3 20 . 6 Vel = 9.54 17 25. 44 21 . 3 K = 5. 51 UNITS - DIAMETER (INCH) _ LENGTH (FOOT) FLOW (GPM) PRESSURE, (PSI) Job Water . Required Hose Allowance Mill Creek Restaurant Static Pre72 0 psi Pressure: 40.1 psi In. 0 gpm 64300 Main Road Resid. Pies. 35.0 psi Sys Flow: 370 gpm Out: 250 gpm Southold, New York Flow: 1755 gpm Sys+Hose: 620 gpm Remote Area 1 , Date: 10-2-2014 Safety Pres: 26.5 psi Loc: Main Road &Tarpon Dr Hd Ely Pres: -1 2 psi 140 -- -I - - -- 120 , -- - - - - ---- L 1- 100 , - I — - - --- ---I---- - 1.1 80 -- --- - -- - - - I_' r _____ — _ Supph/_-_ 60 -- -i 40 --']- I -! � - *- - - --I -- 250 fpm hose - i 20 -- -- 1- [---- - ----- - ---- -- - -- 1 ----- - r- -- - - - 1 - - , ---L-- L -- - - 150 225 300 375 450 525 600 675 750 Flow (gpm) Mill Creek Restaurant Drawing Date:1-10-2015 2/10/15 8:50 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Mill Creek Restaurant Location: 64300 Main Road Southold, New York Drawing Date: 1-10-2015 Remote Area Number: 2 Contractor: AAA Fire Protection Telephone: 631-689-6869 12-4 Technology Drive East Setauket, NY, 11733 Designer: PAS Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Wood & Concrete Occupancy:Restaurant Reviewing Authorities: Southold Fire Marshal SYSTEM DESIGN Code:NFPA 13 Hazard:Light System Type:WET Area of Sprinkler Oper. 1500 sq ft Sprinkler or Nozzle Density (gpm/sq ft) I Make: RASCO Area per Sprinkler 146. 0 sq ftl Model: FIFR56 Hose Allowance Inside 0 gpm I K-Factor: 5. 60 Hose Allowance Outside 100 gpm 1 Temperature Rating: 155 CALCULATION SUMMARY 21 Flowing Outlets gpm Required: 506.0 psi Required: 44.0 @ Source WATER SUPPLY Water Flow Test I Pump Data I Date of Test 10-2-2014 I Rated Capacity 0 gpm I Static Pressure 72 . 0 psi 1 Rated Pressure 0 . 0 psi I Residual Pres 35. 0 psi 1 Elevation 0 I At a Flow of 1755 gpm I Make: Elevation 0" I Model: I Location: Main Road & Tarpon Dr Source of Information: SCWA SYSTEM VOLUME 330 Gallons Notes: �1 OF NEt.v :i * /Z V J! V 053676 (47_ Nill Creek Restaurant Drawing Date:1-10-2015 2/10/15 8:50 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 406 34.1 psi 1 4" Grvd 90 Ell #510S Short Radius 7 ' 120 4 . 026 406 0. 3 1 Pipe 4" 10x21 Allied Domestic 5 ' 120 4 .260 406 0 .2 1 4" Grvd Alarm Valve Tyco 513 (13)M 0 ' 0 4 . 026 406 0. 0 1 4" Grvd Butterfly Valve Tyco BFV- 0 ' 0 4 . 026 406 0 . 0 1 4" Flngd 90 Ell CI 0 ' 120 4 . 026 406 0 . 0 1 Pipe 4" DIx18 America DI 350 75' 140 4 .238 406 2 . 1 1 4" Flngd 90 Ell CI 0 ' 120 4 . 026 406 0. 0 1 4" Flngd Back Flow Valve Wilkins CHART LOSS 406 8 . 1 Elevation Change -2 ' 0" -0 . 9 Fixed Flow Outside Hose Allow. 100 gpm Hydr Ref R1 Required at Source 506 44.0 psi Water Source 72 . 0 psi static, 35. 0 psi residual @ 1755 gpm 506 gpm 68.3 psi SAFETY PRESSURE 24.3 psi Available Pressure of 68.3 psi Exceeds Required Pressure of 44.0 psi This is a safety margin of 24.3 psi or 36 % of Supply Maximum Water Velocity is 13 .7 fps Mill Creek Restaurant Drawing Date:I-10-2015 2/10/15 8:50 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling - E 90 ' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee _ ✓ Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe - C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe - - FTNG' S Number of fittings , See table above. - TOTAL Total length (PIPE + FTNG' S) - _ "- - Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0 . 433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 . 52 x (Q/C) "1 . 85 / ID^4 . 87 Pv Velocity pressure (psi) where Pv = 0. 001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv_ - NOTES: - rt - - 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. - - Velocjty Pressures are -not considered in these. Calculations 5 Mi11, Creek Restaurant Drawing Date:1-10-2015 2/10/15 8:50 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^ ) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 18 25. 00 6. 8 18S 7 . 00 5. 60 11 . 8 19. 3 14 . 8 0. 46 19 25. 00 8 .2 19S 7 . 00 5. 60 13 . 0 20.2 14 . 8 0. 14 20 25. 00 7 . 4 20S 7 . 00 5. 60 - 12 .3 19. 7 14 . 8 0. 13 21 25. 00 6. 0 21S 7 . 00 5. 60 11 . 4 18 . 9 14 . 8 0 . 39 22 25. 00 5. 60 7 . 5 15. 3 14 . 8 0. 18 23 25. 00 6. 1 23S 7 . 00 5. 60 11 .5 19. 0 14 . 8 0 . 30 24 25. 00 5. 60 7 . 0 14 . 8 14 . 8 0 .33 25 25. 00 7 . 0 25S 7 . 00 5. 60 12 . 3 19. 7 14 . 8 0.35 26 25. 00 8 . 5 26S 7 . 00 5. 60 13 .2 20. 4 14 . 8 0. 19 27 25. 00 7 .7 27S 7 . 00 5. 60 12 . 6 19. 9 14 . 8 0 . 18 28 25. 00 6. 4 28S 7 . 00 5. 50 11 . 8 19.2 14 . 8 0 . 31 29 25. 00 5. 60 8 .2 16. 1 14 . 8 0 .25 30 25. 00 5. 60 7 . 7 15. 5 14 . 8 0 . 34 31 25.00 9. 4 31S 7 . 00 5. 60 13 . 9 20 . 9 14 . 8 0. 19 32 25. 00 8 . 8 32S 7 . 00 5. 60 13 . 5 20 . 5 14 . 8 0. 19 33 25. 00 8 .2 33S 7 . 00 5. 60 13. 3 20. 5 14 . 8 0. 32 34 25. 00 7 .7 345 7 . 00 5. 60 12 . 9 20. 1 14 .8 0. 31 35 25. 00 11 . 1 35S 7 . 00 5. 60 15.3 21. 9 14 . 8 0 .20 36 25. 00 10. 8 36S 7. 00 5. 60 15. 1 21 . 8 14 . 8 0.20 37 25. 00 9.5 375 7 . 00 5. 60 14 . 4 21 . 3 14 . 8 0 . 33 38 25..00 9. 3 38S 7 . 00 5. 60 14 .2 . 21 . 1 14 . 8 0 . 33 Al 25. 00 8 .2 - A2 25. 00 8 . 3 A3 25. 00 8 . 5 B1 25._00 7 . 4 B2 25. 00 7 .5 - B3 25. 00 - 7 . 6 Cl 25.00 _ 9. 0 D1 25 00 - 7 . 9 D2 25. 00 8 . 4 . El 25. 00 - 9. 8 - Fl 25. 00 - 9. 3 G1 25. 00 11 .2 G2 25 . 00 15. 0 Mill Creek Restaurant Drawing Date:1-10-2015 2/10/15 " 8:50 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^3z) ) (PSI) (GPM) (GPM) (GPM/SQ. FT) G3 25. 00 15. 3 G4 25. 00 23. 5 G5 7 . 67 33 . 9 H1 25. 00 11. 0 W 7 . 67 34 . 1 Max velocity of 18 . 67 occurs in the pipe from G3 TO H1 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. Ni11. Creek Restaurant Drawing Date:1-10-2015 - 2/10/15 - 8:50 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 21 TO W (PRIMARY PATH) 18 . 95 1. 049 "1E 18 . 00 11 . 4 11 . 4 K = 5. 60 21S C=120 2 . 00 -7 . 8 0 . 0 18 . 95 0. 118 20. 00 2.3 11. 4 Vel 7 . 10 1 . 049 1T 7 . 09 6. 0 6. 0 EqK = 7 .74 21 C=120 5. 00 0 . 0 0 . 0 18 . 95 0 . 118 12 . 09 1 . 4 6. 0 Vel = 7 . 10 19. 66 2 . 157 7 .21 7 . 4 7 . 4 B1 C=120 0. 00 0 .0 0 . 0 See PATH 7 38 . 61 0 . 013 7 .21 0 . 1 7 . 4 Vel = 3. 42 19. 01 2. 157 4 .26 7 .5 7 .5 B2 C=120 0 . 00 0. 0 0 . 0 See PATH 2 57 . 61 0. 028 - 4 .26 0. 1 7 . 5 Vel = 5. 11 14 . 82 2 . 157 2 - 52 7 . 6 7 , 5 B3 C=120 0 . 00 0. 0 0. 0 See PATH 5 72 . 43 0 . 042 2 . 51 0. 1 7 . 6 Vel = 6. 42 19. 87 2 . 15? 2 . 47 7 . 7 7 . 7 EqK = 7 . 15 27 C=120 0. 00 0 . 0 0 . 0 92 .30 0 . 066 2 . 47 0 .2 7 . 7 Vel = 8 . 18 19.25 2 . 157 5. 03 7 . 9 7 . 9 D1 C=120 0 . 00 0. 0 0. 0 See PATH 3 111 . 55 0. 093 5. 03 0.5 7 . 9 Vel = 9. 89 15. 52 2 .157 3. 53 8 . 4 8 . 4 D2 0=120 0. 00 0 . 0 0 . 0 See PATH 9 127. 07 0. 119 3.53 0 . 4 8 . 4 Vel = 11.27 20 . 54 2 . 157 3. 53 8 . 8 8 . 8 EqK = 6. 93 32 - C=1?0 0 . 00 0. 0 - 0. 0 147 . 61 0 . 157 3.53 0. 6 8 . 8 Vel = 13 . 09 20 . 13 2 . 157 7 . 51 9. 3 9. 3 Fl C=120 0 . 00 0 . 0 0 . 0 Sce PATH 10 - _ 167 . -/4 0. 199 7 . 51 1 . 5 9. 3- Vel = 14 . 87 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (Pt'I) Mill Creek Restaurant Drawing Date:1-10-2015 2/10/15 8:50 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 21 TO W (PRIMARY PATH) 21 .79 2 . 157 0. 68 10. 8 10 . 8 EqK = 6. 62 36 C=120 0. 00 0 . 0 0. 0 189. 53 0 .249 0 . 68- 0 .2 10 . 8 Vel = 16. 80 21 . 10 2 . 157 1T 1 . 93 11. 0 11. 0 H1 C=120 12 .31 0. 0 0. 0 See PATH 14 210. 63 0.303 14 .24 4 . 3 11 . 0 Vel = 18 . 67 195. 41 3.260 1E 30. 41 15. 3 15. 3 G3 C=120 1T 29. 57 0 . 0 0 . 0 See PATH 4 406. 04 0 . 136 59. 97 8 .2 15.3 Vel = 15.76 4 .260 2E 25. 49 23 . 5 23. 5 G4 0=120 1T 52 . 67 7 .5 0. 0 406. 04 0 . 037 78 . 16 2 . 9 23. 5 Vel = 9.23 4 .260 5. 49 33. 9 3R . 5 G5 C=120 0 . 00 0 . 0 0 . 0 406. 04 0 . 037 5. 49 0.2 33. 9 Vel = 9.23 W 406. 04 34. 1 K = 69. 51 19. 87 1 . 049 1T 18 . 00 12 . 6 12 . 6 K = 5. 60 275 C=120 5. 00 -7 . 8 0. 0 i9. 87 0 . 129 23. 00 2 . 9 12 . 6 Vel. = 7 . 45 27 19. 07 7 .7 K = 7 . 15 20 .54 1. 049 1T _ 18 . 00 13.5 13.5 K = 5. 60 32S - C=120 - 5 . 00 -7. 8 0-. 0 - 20.54 0 . 137 23. 00 3. 1 13. 5 Vel = 7.70 32 20. 54 6 . 8 K = 6. 93 UNITS - DIAMETER (INCH) _ LENGTH . (LOGT) FLOW (GPM) PRESSURE (PsIl hill ' Creek Restaurant Drawing Date:1-10-2015 2/10/15 8:50 - Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt _ Pt REF "C" TYPES FTNG°S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 21 .79 1 . 049 1T 18 . 00 15. 1 15. 1 K = 5. 60 36S C=120 5. 00 -7 . 8 0 . 0 21.79 0 . 152 23. 00 3. 5 15. 1 Vel = 8 . 17 36 21.79 10 . 8 K = 6. 62 PATH 2 FROM HYDRAULIC REFERENCE 23 TO B2 19. 01 1. 049 1E 18 . 00 11 .5 11 . 5 K = 5. 60 23S C=120 2 . 00 -7 . 8 0 . 0 19. 01 0. 118 20 . 00 2 . 4 11 . 5 Vel = 7 . 13 1. 049 1T 7 . 05 6. 1 6. 1 EqK = 7 . 71 23 C=120 5. 00 0. 0 0 . 0 19. 01 0 . 118 - 12 . 05 1 . 4 6. 1 Vel = 7 . 13 E2 19. 01 7 . 5 K = 6. 94 PATH 3 FROM HYDRAULIC REFERENCE 28 TO DI 19.25 1. 049 1E 18 . 00 11 . 8 11 . 8 K = 5. 60 28S C=120 2 . 00 -7 . 8 0 . 0 19.25 0. 121 20:00 2 .4 11 . 8 Vel = 7 .22 1. 049 iT 7 . 07 6:4 6.4 --EqK = 7 .59 28 C-120 5. 00 0 . 0 0 . 0 19. 25 0 . 121 12 , 07 1 . 5 6- 4 Vei = 7 . 22 D1 19.25 7 . 9 K = 6. 85 PATH 4 FROM HYDRAULIC REFERENCE 18 TO G3 19.27 1 . 049 if - 18 . 00 11 . 8 11 . 8 K = 5. 60 - _ 18S C=120 - 5. 00 - _ -7 . 8 0. 0 - - J9_27 - 0 .122 23. 00 - 2 . 8 11 . 8 - -Vel = 7 .22 _ UNITS - -DIAMETER (INCH; - _ LENGTH - (FOOT) FLO);17- (GPM) PRESSURE (PS?) Nill Creek Restaurant Drawing Date:1-10-2015 2/10/15 8:50 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 4 FROM HYDRAULIC REFERENCE 18 TO G3 CONTINUED 1 . 049 1T 6.56 6. 8 6. 8 EqK = 7 .38 18 C=120 5. 00 0 . 0 0 . 0 19.27 0. 122 11 . 56 1. 4 6. 8 Vel = 7 .22 20. 19 2 . 157 6. 04 8 .2 8 .2 Al C=120 0. 00 0 . 0 0 . 0 See PATH 11 39. 46 0 . 014 6. 04 0 . 1 8 .2 Vel = 3. 50 15.30 2 . 157 7.35 8 . 3 8 .3 A2 C=120 0. 00 0. 0 0 .0 See PATH 8 54 . 76 0 . 025 7 . 35 0.2 8 . 3 Vel = 4 . 85 19. 66 2 . 157 0 . 62 8 . 5 8 . 5 A3 C=120 0 . 00 0 . 0 0 . 0 See PATH 6 74 . 42 0. 044 0 . 62 0 . 0 8 .5 Vel = 6. 60 20 . 38 2 . 15 ' 7 . 4E 8 , 5 - 8 . 5 - EqK = 6. 98 26 C=120 0. 00 0. 0 0.0 94 . 80 0. 069 7 , 46 0 . 5 8 . 5 Vel = 8 . 40 16. 07 2 . 157 3. 56 9. 0 9. 0 Cl C=120 0 . 00 0 . 0 0 . 0 See PATH 12 110 . 86 0 . 092 3. 56 0 . 3 9. 0 Vel = 9. 83 20. 90 2 . 157 3. 50 9. 4 9. 4 EqK = 6. 83 31 C=120 0. 00 0 . 0 0. 0 131 .77 0. 127 3 . 50 0 . 4 9. 4 Vel = 11 . 68 20 . 45 2 . 157 7.53 9. 8 9. 8 El 0=120 0.00 0. 0 0. 0 See PATH 13 152 .22 0 . 166 7 .53 1. 3 9. 8 Vel = 13. 50 21. 93 2 . 157 0. 65 11 . 1 11 . 1 EqK = _ 6. 59 35 C=120 0 . 00 0. 0 0 .-0 174 . 15 0213 0 . 65 0. 1 11 . 1 _ Vol, - 15. 44 21 .26 2 . 157 1T 1 . 93 11 .2 11.2 , ' G1 C=120_ 12 .31 0 . 0 0.:0 : = See 3ATH 15 195. 41 0 .264 14 .24 3. 8 11 .2 ' - Vel = 17 . 32 3.260 9. 93 15. 0 15. 0 G2 C=120 0 .00 0 . 0 '0:. 0 ' 195. 41 0. 035 _ 9. 93 0. 4 L5. 0 Vel = : 7 . 58 UNITS - DIAMETER_ (INCH) LENGTH (FOOT) FLOW (GPM)- ` - PRESSURE (PSI) Mill. Creek Restaurant Drawing Date:1-10-2015 2/10/15 8:50 Tyco Fire Products Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNGTS Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn G3 195. 41 15. 3 K = 49. 94 20.38 1 . 049 1T 18 . 00 13.2 13.2 K = 5. 60 26S C=120 5. 00 -7 . 8 0. 0 20.38 0 . 135 23. 00 3 . 1 13.2 Vel = 7 . 64 26 20.38 8 .5 K = 6. 98 20 . 90 1. 049 1T 18 . 00 13. 9 13. 9 K = 5. 60 31S C=120 5. 00 -7 . 8 0. 0 20. 90 0. 141 23. 00 3.2 13. 9 Vel = 7 . 84 31 20. 90 9. 4 K _ 6. 83 21. 93 1.049 1T 18 . 00 15.3 15.3 K = 5. 60 35S C=120 5. 00 -7 . 8 0 . 0 21 . 93 0. 154 23 . 00 3 . 5 15.3 Vel = 8 .22 35 21 . 93 11. 1 K = 6.59 PATH 5 FROM HYDRAULIC REFERENCE 24 TO B3 14 . 82 1 . 049 iT 3.36 7 . 0 7 . 0 K - 5. 60 24 C=120 5. 00 0. 0 0. 0 14 . 92 0 . 075 8 .36 0 . 6 7. 0 Vel = 5. 55 B3 14 . 82 7 . 6 K = 5. 37 PATH 6 FROM HYDRAULIC REFERENCE 25 TO A3 19. 66 1 , 049 IE 18 . 00 12 . 3 12.3 K = 5. 60 -- 25S C=120 2 . 00 -7 . 8 0. 0 19. G6 0 . 126 20 .00 2. 5 12 .3 Vel = 7 . 37 UNITS - DIAMFTER (INCH) LENGTH (LOOT) FLOW (GPM) PRESSURE (PSI) Ni11' Creek Restaurant Drawing Date:1-10-2015 2/10/15 8:50 Tyco Fire Products Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 6 FROM HYDRAULIC REFERENCE 25 TO A3 CONTINUED 1. 049 1T 6. 58 7 . 0 7 . 0 EqK = 7 . 41 25 0=120 5. 00 0. 0 0. 0 19. 66 0 . 126 11 . 58 1.5 7 . 0 Vel = 7 . 37 A3 19. 66 8 .5 K = 6. 75 PATH 7 FROM HYDRAULIC REFERENCE 20 TO B1 19. 66 1 . 049 1T 18 . 00 12 . 3 12 . 3 K = 5. 60 20S 0=120 5. 00 -7 . 8 0 . 0 19. 66 0 . 126 23. 00 2 . 9 12 . 3 Vel = 7 .37 2 . 157 0 . 60 7 . 4 7 . 4 EqK = 7 .22 20 0=120 0 . 00 0 . 0 0 . 0 19. 66 0 . 004 0 . 60 0 . 0 7 . 4 ' Vel = 1 . 74 B1 19. 66 7 . 4 K = 7 .22 PATH 8 FROM HYDRAULIC REFERENCE 22 TO A2 15. 30 1 . 049 1T 5. 70 7 . 5 7 . 5 K = 5. 60 22 C=120 5. 00 0. 0 0.0 15. 30 0 . 079 10 . 70 0. 8 7 .5 Vel = 5.74 A2 15.30 8 .3 K = 5.31 PATH 9 FROM HYDRAULIC REFERENCE 30 TO D2 15.52 1. C49 1T 3. 35 7 . 7 7 .7 K = 5. 60 - 30 0=120 5. 00 0. 0 0 . 0 - 15. 52 0 . 081 8 . 35 0 .7 7 .7 Vel = 5. 82 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Nill' Creek Restaurant Drawing Date:1-10-2015 2/10/15 8:50 Tyco Fire Products Page 12 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn D2 15. 52 8 . 4 K = 5.37 PATH 10 FROM HYDRAULIC REFERENCE 34 TO Fl 20. 13 1. 049 lE 18 . 00 12 . 9 12 . 9 K = 5. 60 34S C=120 2 . 00 -7 . 8 0 . 0 20. 13 0. 132 20 . 00 2 . 6 12 . 9 Vel = 7 . 55 1 . 049 1T 7 . 06 7 . 7 7 . 7 EqK = 7 .23 34 C=120 5. 00 0 . 0 0. 0 20. 13 0 . 132 12 . 06 1 . 6 7 .7 Vel = 7 . 55 Fl 20 . 13 9.3 K = 6. 59 PATH 11 FROM HYDRAULIC REFERENCE 19 TO Al 20. 19 1 . 049 1T 18 . 00 13. 0 13. 0 K = 5. 60 193 0=120 5. 00 -7. 8 0 . 0 20. 19 0 . 132 23. 00 3 . 0 13. 0 Vel = 7 .57 2 . 157 0.57 8 .2 8 .2 EqK = 7 . 04 19 C=120 0. 00 0. 0 0 . 0 20. 19 0.004 0. 57 0. 0 8 .2 Vel = 1 .79 Al 20. 19 8 .2 K = 7 . 04 PATH 12 FROM HYDRAULIC REFERENCE 29 TO Cl 16. 07 1 049 1T 4 .33 8 .2 8 .2 K = 5. 60 29 C=120 5. 00 0. 0 0 .0 16. 07 0. 087 9.33 0. 8 8 .2 vel = 6. 02 Cl 16. 07 9. 0 K = 5.34 UNITS - DIAMETER (INCH) LENGTH (P007) FLOW (GPM) PRESSURE (PSI)_ _ Mi11 Creek Restaurant Drawing Date:1-10-2015 2/10/15 8:50 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 PATH 13 FROM HYDRAULIC REFERENCE 33 TO E1 20. 45 1 . 049 1E 18 . 00 13.3 13.3 K = 5. 60 33S C=120 2. 00 -7. 8 0. 0 20 . 45 0 . 136 20 . 00 2 .7 13. 3 Vel = 7 . 67 1 . 049 1T 6. 59 8 .2 8 .2 EqK = 7 . 12 33 C=120 5. 00 0 . 0 0 . 0 20. 45 0 . 136 11 . 59 1 . 6 8 .2 Vel = 7 . 67 El 20 . 45 9. 8 K = 6. 53 PATH 14 FROM HYDRAULIC REFERENCE 38 TO H1 21. 10 1. 049 lE 18 . 00 14 .2 14 . 2 K = 5. 60 38S =120 2 . 00 -7 . 8 0 . 0 21 . 10 0. 144 20 . 00 2 . 9 14 .2 Vel = 7 . 91 1 . 049 iT 7 . 06 9.3 9.3 EqK = 6. 93 38 C=120 5. 00 0 .0 0. 0 21 . 10 0 . 144 12 . 06 1 ,7 9.3 Vel = 7 . 91 H1 21 . 10 11 . 0 K = 6.36 PATH 15 FROM HYDRAULIC REFERENCE 37 TO G1 21 .26 1. 049 1E 18 . 00 14 . 4 14 . 4 K = 5. 60 37S C=120 2 . 00 -7 . 8 0. 0 21 .26 0 .146 20 . 00 2. 9 14 . 4 Vel = 7 . 97 1 . 049 iT 6.59 9. 5 9. 5 EqK = 6. 89 37 C=120 5. 00 0 . 0 0 . 0 21 .26 0. 146 11. 59 1 . 7 9.5 Ve1 = 7 . 97 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) c Mill Creek Restaurant Drawing Date:1-10-2015 2/10/15 8:50 Tyco Fire Products Page 14 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn G1 21.26 11.2 K = 6. 35 UNITS -- DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) r RESSURE i PS I) Job Water Required Hose Aliowance Mill Creek Restaurant Static Pres: 72.0 psi Pressure: 44.0 psi In 0 gpm 64300 Main Road . Resid Pres. 35.0 psi 406 gpm Out. 100 gpm Southold. New York Flow: 1755Qpnn 506gpm Remote Area: 2 Date: 14 Safety Pres: 24.3 psi � Lea yW�!nRood &Taroon �r HUEk/ Proo. '1�2pa/ 140| --- � / | / ' '____ | � ----- - - - ---- �|-- - ------ / . 120 ' ----- ---- / | -- ----' --L_-' ---__- | -- _--_ � | 1DU� --��-- � -------- ------- -_-' _--_ _-_ - -- � | _ ______ / --L_-_l--_ ---�' _--_-_---_-'' ' - � ------ 80 '----- -- ' ' � ---- / -7-_ -_ ---_-_- -- . . . M S v- | | �� -- -- ---�---- - Supply __ __ — ! ' �� __ __ __- -_� -- ----- -- ______ �= • | | 80| -- -/ . | ---- '------ _- _ _J__ * |1- � | --- - -- * . 1UO �pmhoso 40 � - | -'- - | -- / | - | ---- . - | ---- --- | -- -----' ----' - | -1, -,- |� �-- -- - . | ---- ------ 20 / --�-| �' tH --' __- / ` ----- ------------ --- --- - -- / . | | . L | � | ---- ---� --- --------^ || | | | | 150 225 ' 3O8 375 450 525 600 675 750 NYSIF New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 199 CHURCH STREET,NEW YORK,N.Y.10007-1100 Phone:(888)997-3863 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A^AAA" 263899575 FOOS FIRE INC-T/A AAA FIRE PROTECTION 12 TECHNOLOGY DRIVE UNIT 4 EAST SETAUKET NY 11733' POLICYHOLDER CERTIFICATE HOLDER FOOS FIRE INC T/A TOWN OF SOUTHOLD AM FIRE PROTECTION 53095 ROUTE 25 12 TECHNOLOGY DRIVE UNIT 4 SOUTHOLD NY 11971 EAST SETAUKET NY 11733 POLICY NUMBER r CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE Z 2062 516-6 610061 01/01/2016 TO 01/01/2016 2/12/2015 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.2062-516-6 UNTIL 01/01/2016, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION. UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK EXCEPT AS INDICATED BELOW. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 01/01/2016 IN SUCH MANNERAS TO AFFECT THIS CERTIFICATE, 10 DAYS .WRITTEN NOTICE OF SUCH CANCELLATION WILL, BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS ,PROVISION. THE NEW. YORK. STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF_FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,aPARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS-A .MATTER OF, INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE, - COVERAGE UPON THE CERT IFICATE HOLDER.R. `iH!S CERTIFICATE DOES NOT AMEND, EXTEND 'OR ALTER THE COVERAGE AFFORDED 'BY THE POLICY. NEW YORK STATE INSURANCE FUND �-��l Ili-l/l,J� , r' - CIRECTOR,INSURANCE FUND UNDOR?^RITING This certificate can beA.alida ed on our Web site at ht`ps://www.nysif.corn/cer&certveasp or by caking(888)375-5790 VALIDATION,NUMBER:357363x'5 i U-26.3 STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1. To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier la. Legal Name and Address of Insured (Use street address only) lb.Business Telephone Number of Insured FOOS FIRE INC 6316896869 12 TECHNOLOGY DRIVE, UNIT 4 lc.NYS Unemployment Insurance Employer Registration EAST SETAUKET, NY 11733 Number of Insured • PENDING Id.Federal Employer Identification Number of Insured or Social Security Number 26-3899575 2. Name and Address of the Entity Requesting Proof of 3a.Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Standard Security Life Insurance Company of New York Town of Southold 53095 Route 25 3b.Policy Number of entity listed in box"la": PO Box 1179 D94385-000 Southold, NY 11971 3c.Policy effective period: 1/8/2009 to 2/11/2016 4.Policy covers- a. ;� All of the employer's employees eligible under the New York Diaahilit. Benefits Law b. C, Only the following class or classes of the employer's employees. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed 2/12/2015 By ' Signature of insuran - carrier's atftliorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone NumIrr (212)355-4141 Title SUPERVISOR-DBUPOLICY SERVICES - INLPORTANT: If box"4a"is checked,and this fora is signed by the insurance carrier's authorized representative cr NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. if box '4b"is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd 8 of the Disability Benefits Law It must be mailed for completion to the Workers'Compensation Board,PB Plans Acceptance Unit,20 Park Street,Albany,New York 12207. PART 2.To be completed by NYS Workers'Compensation Board(Only if box"4b"of Part has been checked) State Of New York Workers'Compensation Coaled According to informaticn maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed _— By (Signature of NYS Work::rs'Compensation Beard Employee) Telephone Number Title_ Please Note: Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those insurance carriers are cjthcrized to issue porn:DB-127.1. Insurance hroF eu are NOT authorized to issue this form, DB-120.1 (5-06) AD® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/Y-YYY) ka.....---- _ - 2/12/201$ THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR-ALTER THE COVERAGE AFFORDED .BY THE POLICIES ' BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT.BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVEOR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If'the certificate'holder is an ADDITIONAL INSURED,the policy(Ies)must'be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain,policies may require an endorsement: A statement on this certificate does not'confer rights to the certificate holder in,lieu Of such'endorsement(s). PRODUCER CONTACT Deidre Stanzer NAME: Cafarelli Insurance Agency Meier (631')54.3=6363 (Aa No): (631)543'-4891 1030 Jericho Turnpike :E-MAIL s: 'INSURER(S)AFFORDING COVERAGE -NAIL p - ' Smithtown __ _ NY _'11787 INSURER A`:BLirling't:on - INSURED 'INSURER B:Tower Insurnce Co Of NY _ Foos Fire ;Inc. INSURER C:Scottsdale Insurance 'CO ' 12 Technology Drive,Unit 4 Mueslis:National Union Fire ,Ins. to. INSURER E: East Setauket _NY _11753 , _ ' INSURER F': I COVERAGES. CERTIFICATE N IMBER:CL152202966' REVISION NUMBER: THIS IS TO CERTIFY THAT-THE POLICIES OF INSURANCE'LISTED BELOW HAVE'BEEN'ISSUED'TO THE INSURED"NAMED ABOVE FOR THE'POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF,ANY CONTRACT OROTHERDOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS; EXCLUSIONS AND,CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY-HAVE BEEN REDUCED BY PAID'CLAIMS.: INSR TYPE OF INSURANCE ADDL SUBR 'POLICY EFF POLICY EXP INSR WVD POLICY NUMBER (MM/DDIYYYYI• (MM/DDIYYYY) LIMITS , GENERAL LIABILITY EACH OCCURRENCE ,$ 1,000,000 X COMMERCIAL GENERAL LIABILITYDAMAGE TO RENTED PREMISES(Ea occurrence) 5 50,000 A CLAIMS-MADE n OCCUR X 509SW28767 7/27/2014 7/27/2015 MED EXP(Any one person) $ 1,-0,00 PERSONAL BADV INJURY' $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: I PRODUCTS-COMP/OP AGG I$ 2,000)000 X POLICY I I,sm, n LOC - - $ , AUTOMOBILE LIABILITY ' CO COMBINED SINGLE LIMIT cident) - $ 1,066,606 X ANY AUTO BODILY INJURY(Pee parson) '$ B AL — L OWNED SCHED45 ULED CAC000620 6/24/2014 6/24/2015 :BODILY-INJURY(Peraocident) $; NON-OWNED PROPERTY,DAMAGE _ HIRED AUTOS' _ AUTOS '_.(IVT - _ ,$ _ _ _ Medical payments _ $ _5',000 UMBRELLA UAB _;OCCUR ' EACH OCCURRENCE' '$ ,1,00,0,000 —c 'X ,,EXCESS;LIAB ,,CLAIMS-MADE AGGREGATE- $ 1,000,'000 NXSD001299 7'/27/2014 7/27/2015 DEC RETENTION$ WOrlKERS,COMPENSATION TORY I IM,I i S a R AivD EMPLOY"ERS`LIP.BILITY Y/N, - - —� ANY PROPR'ETORIPARTNERIE:ECUTI\2 . EL EACH ACCIDENT OFFICERIMEMBER'EXCLUDED? jjI 'N,1 Fi i I(Mandatory In NH) - - E L-D'ISRASE-EA EMPLOYEE L$ - _ , 11'yes,describe under - 'DESCRIPTION OF OPERATIONS below _ _ . ,E L-DISEASE,POLICY_L:MIT- $ D Excess Ova= ESC®S , .13E0621 8915 7'/27/2014 7/27/2015 ; Eachdccurrence ,3,000:400 Ganeral'Aggregete 3,006,,060 DESCRIPTION CF OPERATIONS'!LOCATIONS/VEHICLES (Attach ACORD 101,AddttIonel Remarks Schedule„If more space Is required) _ - Town of Southold 10 included-: as,,an Additional Insured is required by' written contract. . = - 1 I1 CERTIFICATEMHOLDER - :CANCELLATION _ i = SHCULD ANY OF THE ABO.E DESCRIBED POLICIES SE CANCELLED BEFORE � THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED 'IN -, Town of Soathold1 ACCORDANCE-WITH THE POLICY PROVISIONS. - v I ..,53_09 5 Route 25 I'AUTHORIZED REPRESENTATIVE - I PO' Box -1179 - - .- ,1 Southold, NY 11971 _ - ' - James bafarelli/DS ' y - ACCORD 25(2010105) - - - . - ©1988-2010•AGO`._D CORPORATION. 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I- Mill Creek Restaurant v AAA Fire Protection �y , 0 64300 Main Road 12-4 Technology Dr. of NEfry ' • East Setauket, NY, 11733 ,�� 1- Southold, New York �� ���' °� , PH#(631)689-6869 FAX(631)689-6866 N / FFIRST FLOOR FIRE SPRINKLER LICENSE SCALE t` ,,, ,,t.r < PLAN # 1/4„=1,-0„ .4, AN. "`' s C - o= ,, " NO. REVISIONS DATE BY ' CONTACT PERSON FILE W = O � E �o °53b'b �÷ Patrick A Scala SP.dwg 1\� ! FEss� P�- DRAWN JOB # DWG. # /�,/�1 BY PAS S Arch/Eng Stamp Area DATE 1-10-2015 SP - 2 NEW 4" FIRE SPRINKLER SERVICE SEE PLOT PLAN FOR CONTINUATION 'di�Ni7`t►'/M`t►-/NO�i1 4-6 NEW 4" FIRE SPRINKLER HEADER 2Illn 2 2 000 2 2 ��I�" WK0 SEE DETAIL FOR CONTINUATION 14 0-8 0-8 0-8 0-8 0-8 J Ar/// / ///��////1///////j////////j///////j///1j //j//��/1�//1//1/// j/////j�/ll////�/////�////////// PREFER. FROM REMOTE BRANCH LINE v� ." 1 ��A (.J rry 1 - PI _ .. - 4 1-0","‘ '''o ' oI 4-9 C 5-9 S-S of 2-3 a III2 0-8 CJ 1 'n 0_9 N • 0-8 1" TEST VA. 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W/ -1 MANIFOLD VA. W c POTTER TAMPER - 4 N STORAGE r � r , rQ� % SW `�` 2" DRAIN AND / L�J L -1-1._1 J ' ' L L�' / / .�--,,1 . t]rNj PRES. GAUGES GRADE I I SPRINKLER NOTES C 0 5 c 111 C T � ) 16 ) et ) 8 ) © GRADE 1. THIS ISA HYDRAULICALLY DESIGNED SPRINKLER SYSTEM AND SHALL CONFORM TO NFPA r ; r _ _ _ - -1; 13, 2010. I 1 1 i 1 2. THE INSTALLATIION, COMPONENTS, SIZING, SPACING, LOCATION, POSITION AND TYPE OF L _ _ _ _ _ I L _ _ _ _ _ _ ® ® ® C) SYSTEMS CONFORM TO NFPA 13. .. 116.0 rzi 1 17.0 rimy 1 � 117.0 40 1 3. ONLY LISTED MATERIALS WILL BE USED. 0 ® 116.0 J 1.1--11 L J L J "J 4. SPRINKLERS ARE TO BE PROTECTED AGAINST FREEZING AND INJURY. I I I I 5. PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM OF 40 F. IN ALL AREAS OF WET PIPING. i I � � - - FLOOR 6. INSPECTION AND TEST OF SPRINKLER SYSTEM SHALL BE CONDUCTED AS SPECIFIED IN . ; i r I� r� I� NFPA 13. WITH THE OCCUPANCY % �' o I O ' o / 7. THE SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE CLASSIFICATIONS OF NFPA 13 AND AS SPECIFIED ON PLANS. 0 ° 0 ri 0 ; ; 0 NEW CURB VALVE 8. WATER SUPPLY TEST PIPES AND GUAGES SHALL BE PROVIDED AS SPECIFIED IN I T I I / I SECTIONP. TEST PIPES, PROTECTION AGAINST CORROSION, I I 11) I I� 111) r NEW 4" FIRE MAIN n� �' '� NEW 4" FIRE MAIN �� 9. PIPING SPECIFICATIONS, SYSTEMI I GENERAL 1 p _.� ` J DRAINAGE FITTINGS, VALVES, HANGERS, GUARDS AND SHIELDS SHALL BE IN I I I Ia u u u ACCORDANCE WITH NFPA 13. 0 Q I I STORAGE ® ' ' ® C) 3' LONG X 10.STOCK OF EXTRA SPRINKLER HEAD SHALL BE, FURNISHED. (REQUIRED FOR EACH 0 ' ' ® ' 1 0 TEMPERATURE RATING). ; 108.0 1 108.0 1 ;108.0 1 108.0 1 2'-6" WIDE • 11.SPACING, LOCATION AND POSITION OF SPRINKLER HEAD WILL BE IN ACCORDANCE WITH 1 1 CONCRETE NFPA 13. I I I I TRUSS BLOCK r 12.MINIMUM CLEARANCE OF SPRINKLER DEFECTOR TO CEILING AS PER NFPA 13. r TYPICAL 13.DISTANCE OF SPRINKLERS FROM HEAT SOURCES SHALL BE AS REQUIRED BY NFPA 13. 14.PROVIDE DRAINS AND PITCH AS REQUIRED. //////////////////////////////////////// ' // /// // /// 1 SECTION 0 F NEW FIRE 15.ALL VALVES SHALL BE IDENTIFIED AS REQUIRED BY NFPA 13. 16.ALL VALVE CONNECTIONS TO WATER SUPPLIES AND IN THE SUPPLY TO SPRINKLERS SERVICE HEADER SHALL BE 17.DRAIN VALVES AND TDEO.S.&Y.ST VALVOR ES SHALL BE INDICATOR PP OVT O TYPE BASEMENT LEVEL FIRE SPRINKLER PLAN HYDRAULIC 15 / 1500LLY USFTED AREA #1 Mill Creek Restaurant 18.HANGERS SHALL BE OF A TYPE APPROVED FOR USE WITH THE PIPE OR TUBE INVOLVED U W AAA Fire Protection IN ACCORDANCE WITH NFPA 13. 64300 Main Road 19.PROVISIONS SHOULD BE MADE TO FACILITATE FLUSHING SYSTEM PIPING BY PROVIDING O 12-4 Technology Dr. FLUSHING CONNECTION AS REQUIRED. °`' of NE�r�, , a- Southold New York East Setauket, NY, 11733 20. SPRINKLER HEADS SHALL BE AN APPROVED TYPE AS REQUIRED BY NFPA13. �� ��`� 'Ff�� ,. ,, 0�'. �� BASEMENT LEVEL FIRE PH#(631 )689-6869 FAX(631 )689-6866 21. TEMPERATURE RATING SHALL COMPLY WITH NFPA 13 REQUIREMENTS. N `�� ' �0 ` w 22. MINIMUM CLEARANCE OF 18" BELOW SPRINKLER WITHERODo v�s�o�KinEiMAINTAINED. aiv�cl aMPING SPRINKLER HEAD LEGEND: 1= SPRINKLER PLAN LICENSE # SCALE 1/4"=1'-0" 23. UNDERGROUND PIPING IS TO BE SUPPORTEDSYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL# � 4'(; .�s�14, /r- AS PER NFPA 24 REQUIREMENTS. Q 3 UPR BRASS 155 5.60 1/2" RA1425 RASCO FIFR56 ��'' '/ \\,_, , `� ' N0. REVISIONS DATE BY CONTACT PERSON FILE 24. CURB BOX VALVE IS TO BE PROVIDED AS PER NFPA. ® 1 PEND CHROME 155 5.62 1" R5714 RASCO F3QR ` �� 4 05367E r� SP.dwg ,(� Patrick A Scala 9 25. ALL REQUIRED SIGNS ARE TO BE PROVIDED. W E e+>- 160 PEND WHITE 165 5.60 1/2" RA3415 RASCO G5 3� `� opespi0 DRAWN JOB 26. SPRINKLER SYSTEM IS TO BE CONNECTED TO THE BUILDING FIRE ALARM SYSTEM. D 7 SIDE BRASS 155 5.60 1/2" RA1425 RASCO FIFR56 . . '''4''',- -,..,-,_.....-''''''j # DWG. # 27. PIPING TO BE SCHEDULE 10 AND/OR 40 BLACK STEEL. �I�>;reBY PAS 28. "CONTRACTOR'S MATERIAL and TEST CERTIFICATES"SHALL BE SUBMITTED TO THE FIRE ►1 2 SIDE CHROME 155 5.62 1" R5714 RASCO F3QR MARSHAL PRIOR OT APPROVAL OF THE INSTALLATION. s Arch/Eng Stamp Area DATE 1-10-2015 SP - 1 sommommism II 11 ROOF DECK HYDRAULICALLY CALCULATED AREA #2 A IA .10 / 1500 SF (.50 IIII#' ..o. iiiiiiiiiiiiiiiiiiiiiiiiiii�iiiiiiiiiiiiiiiiiii i' \iii iii' MI IN iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiii iiiiiiiiiiiiii _. I I _....., 1 % r -1 r � i r � - r � / 1 i I I i I I i 3-0 % N. ,` e WI LTJ L4+J ®' -- — — I ( 38 ) • 34 ( 8 ) ( 2 ) mug 1k- —1 ' RI 1111111111 LJ _• I I I I 1 I \ 64.0 2 64.0 2 ( 3C) ) X3.0 1 63:0 ? � 49.0 II j 2 40 241- ) A ID r ®N L�►'J I \ i. 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FIRE MAIN 0 SEE FIRE SPRINKLER HEADER DETAIL FOR CONTINUATION Mill Creek Restaurant 64300 Main Road Southold, New York z ' PLOT PLAN 03 SECOND FLOOR FIRE SPRINKLER PLAN I— Mill Creek Restaurant wAAA Fire Protection 0 64300 Main Road 12-4 Technology Dr. cr East Setauket, NY, 11733 , 04Ew y a_ Southold, New York - ",,` ' ' ''' � SECOND FLOOR FIRE PH#(631 )689-6869 FAX(631 )689 6866 N LICENSE # SCALE • 4 SPRINKLER PLAN 1/4"--1'-0" �' '� \\,. "2� f� I ; NO. REVISIONS DATE BY CONTACT PERSON FILE Ar W E �6 °53676 Patrick A Scala SP.dwg �` O '� V-@� -`` DRAWN JOB Osseo # DWG. # NA F07 ._ BY PAS DATE S P - 3 S Arch/Eng Stamp Area 1-10-2015