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HomeMy WebLinkAboutFIRE INSURANCE - 06-00330 - AMET Buildingono - 95�0 State of Idaho DEPARTMENT of INSURANCE Ca.. •BUTCB" OTTER 700 west state street, 3rd Floor Governor P.O. Box 83720 Boise, Idaho 83720-0043 Phone (208)334-4250 FAX # (208)334.4398 WII,LIAM W. DEAL Director MARK A. LARSON State ire Marshal PLAN REVMW FOR FIRE SPRINKLER SYSTEMS PROJECT: M i N C . STREET ADDRESS: ass + t7 e-K1P % Ve CITY C FIRE PROTECTION CONTRACTOR: ne,G i N £0R.lt4 C e-a - / ac . ADDRESS: V717 S - CITY: t.T- ^ c STATE: ZIP: $`{ j z-'3 PHONE NO: t -- 2.6Z — Z FAX NO: SIGNATURE ON PLAN: 4,K t G I I. DATE ON PLAN: DATE PLAN RECEIVED: 3- t 9 -0 8 DATE PLAN : 3— Z V—o 8 rrEM No. DEFICIENCY NOTED o - eL ti•V "' ,J c 3 ► Z'--o OR R A p NOTE: SYSTEM EXCEEDING 20 SMUNKUM IN SIZE SHALL BE CONSTANTLY SUPERVISED AT A CENTRAL LOCATION — LF C. 903.4 NOTE: IT IS ACKNOMM)GED THAT AN vRA EFLOW PREVENTEZt Is n�srauED PER THE DENFAM OF THE L DCAL WATERFURVETER. DUE TO THE HIGH PRIIPORIZD FAELVRE RATE. STATE FIRE MARSHAY.'S OFFICE. AND ITS PERSONNEL. DOES NOT .APPROVE OF OR TAKE ANY RE33; n ," A MUTT FOR THE BACEFLOW DEVICE. REVIEWED BY: LUH Enterprises PO Box 9 Fairfield, Idaho 83327 PLANSiF Mel Fletcher Ph 208-764-2 37 Fax 208-764-2090 CC TO: Mark Larson Idaho Surveying & Rating File A.HJ. APPROVED — If deficiencies noted above are corrected and subject to a field inspection. IN MF] PR — Resubmit with items no ❑ A D -- Information requested 10-2005 Equal Opportunity Employer _ . _ Fire Protection by Computer Design FIRE ENGINEERING COMPANY 4717 SOUTH 500 WEST SLC, UTAH 84123 80-262-3329 Job Name AMET Building Location 355 DIVIDEND DR System Contract 789208 Data File ametfeci.wx3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FIRE ENGINEERING COMPANY AM ET Page 1 Date 102807 Hydraulic Design Information Sheet Name - AMET INC Date - 11-08-2007 Location - 355 DIVIDEND DR Building - Contractor - FECI Calculated By - F VIGIL Construction: ( ) Combustible (X) Non -Combustible Occupancy - System No. - Contract No. - 789208 Drawing No. - Ceiling Height - S ( ) NFPA 13 ( ) Lt . Ha z . Ord . Ha z . Gp . ( ) 1 ( ) 2 ( ) 3 ( } Ex . Haz . Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific -Ruling Made By Date E M Area of Sprinkler Operation - 990 System Type Sprinkler/Nozzle Density - .1000 (X) Wet Make VIKING D Area Per Sprinkler - 200 ( ) Dry Model VK302 E Elevation at Highest Outlet - 32.83 ( ) Deluge Size .5 S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 G Hose Allowance - Outside - N Note Calculation Flow Required - 168.17 Press Required - 51.91 @ BOR Summary C-Factor Used: 120 Overhead 140 Underground W A T E R S U P P L Y Water Flow Test: Pump Data: Tank or Reservoir: Date of Test - Cap. - Time of Test - Rated Cap.- Elev.- Static Press - 74 @ Press - Residual Press - 62 Elev. - Well Flow - 520 Proof Flow Elevation - 0 Location - Source of Information - C Commodity O Storage Ht. M Storage Method: M ( ) Single Row S R ( ) Double Row T A ( ) Mult. Row 0 C R K _ Flue Spacing A Longitudinal G Class Location Area Aisle W. Solid Piled % Palletized % Rack ( ) Conven . Pallet ( } Auto. Storage ( } Encap . ( ) Slave Pallet ( ) Solid Shelf ( ) Non ( ) Open Shelf YClearance:Storage to Ceiling Transverse E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) FIRE ENGINEERING COMPANY Page 2 AMET Date 102807 City Water Suppl : Demand: C1- Static pressure : 74 D1- Elevation 5.054 C2 -Residual Pressure: 62 D2 - System Flow 168.169 C2 - Residual Flow 520 D2 - System Pressure 52.646 Hose ( Adj City) Hose ( Demand) 100 D3 - System Demand 268.169 Safety Margin 17.829 150 140 130 P 120 R 110 E 100 S 90 S 80 Ci U 70 C2 R 60 50 D2 E D3 40 30 20 10 100 200 300 400 500 600 700 800 900 FLOW (NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Diagram FIRE ENGINEERING COMPANY Page 3 AMET Date 102807 15 D075- 75 15.5 D073- 77 17.9 DO - 79 20 D081 81 15.1 D083- 83 15.6 D085- 85 18 DOBT- 87 15.5 D091< 91 16.2 D093- 93 19.5 DOW 95 15.5 77 E-- 78 T 1 30.4 17.9 79 F 80 15.6 85 +- 86 T 30.6 181 87 88 16.2 93 e- 94 T 1 31.6 19.E 95 E- 96 20 81 E- 183 15.1 48.7 83 +- 86 +- 88 +- 185 30.6 1 1 117 15.5 51.f 91 E- 94 E- 96 E- 187 31.6 15 48.3 68.3 168.2 168.2 168.2 268.2 75 +- 78 4- 80 +- 181 E-- 183 +- 185 <-- 187 t- 189 E-- 191 e- 193 F 257 +-. 259 i- T0R4- BOIL TEST 30.4 48.3 117 168.2 168.2 168.2 268.2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary FIRE ENGINEERING COMPANY Page 4 AMET Date 102807 Fitting Legend Abbrev. Name '/2 3/4 1 1 % 1'/2 2 2%2 3 3Y2 4 5 6 8 10 12 14 16 18 20 24 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD FIRE ENIGINEERING COMPANY AMET Page Date 5 102807 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. D075 11.67 5.6 7.13 na 14.95 0.1 80 7.0 D077 11.67 5.6 7.61 na 15.45 0.1 80 7.0 D079 11.67 5.6 10.23 na 17.91 0.1 80 7.0 D081 11.67 5.6 12.76 na 20.0 0.1 200 7.0 D083 11.67 5.6 7.23 na 15.06 0.1 80 7.0 D085 11.67 5.6 7.72 na 15.56 0.1 80 7.0 D087 11.67 5.6 10.38 na 18.04 0.1 80 7.0 D091 11.67 5.6 7.64 na 15.48 0.1 80 7.0 D093 11.67 5.6 8.32 na 16.16 0.1 145 7.0 D095 11.67 5.6 12.19 na 19.55 0.1 145 7.0 77 11.66 7.86 na 79 11.66 10.56 na 85 11.66 7.97 na 87 11.66 10.7 na 93 11.66 8.59 na 95 11.66 12.56 na 81 11.66 13.15 na 83 11.66 7.47 na 86 11.67 8.46 na 88 11.67 11.34 na 91 11.66 7.89 na 94 11.67 9.07 na 96 11.67 13.25 na 75 11.66 7.36 na 78 11.67 8.34 na 80 11.67 11.19 na 181 11.66 13.91 na 183 11.66 14.0 na 185 11.66 14.1 na 187 11.66 14.74 na 189 11.66 22.88 na 191 11.66 36.73 na 193 11.66 40.22 na 257 20.33 36.62 na 259 20.33 37.82 na TOR 20.33 37.93 na 100.0 BOR 1.0 51.91 na TEST 0.0 52.65 na The maximum velocity is 14.15 and it occurs in the pipe between nodes 187 and 189 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams FIRE ENGINEERING COMPANY Page 6 AM ET Date 102807 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******'` Notes Point Qt Pf1Ft Eqv. Ln. Total Pf Pn D075 14.95 1.049 1 E 2.0 1.000 7.131 K Factor = 5.60 to 120 0.0 2.000 0.004 75 14.95 0.0763 0.0 3.000 0.229 Vel = 5.55 0.0 14.95 7.364 K Factor = 5.51 D077 15.45 1.049 1 E 2.0 1.000 7.615 K Factor = 5.60 to 120 0.0 2.000 0.004 77 15.45 0.0807 0.0 3.000 0.242 Vel = 5.74 0.0 15.45 7.861 K Factor = 5.51 D079 17.91 1.049 1 E 2.0 1.000 10.233 K Factor = 5.60 to 120 0.0 2.000 0.004 79 17.91 0.1063 0.0 3.000 0.319 Vel = 6.65 0.0 17.91 10.556 K Factor = 5.51 D081 20.00 1.049 1 E 2.0 1.000 12.755 K Factor = 5.60 to 120 0.0 2.000 0.004 81 20.0 0.1303 0.0 3.000 0.391 Vel = 7.42 0.0 20.00 13.150 K Factor = 5.52 D083 15.06 1.049 1 E 2.0 1.000 7.234 K Factor = 5.60 to 120 0.0 2.000 0.004 83 15.06 0.0770 0.0 3.000 0.231 Vel = 5.59 0.0 15.06 7.469 K Factor = 5.51 D085 15.56 1.049 1 E 2.0 1.000 7.723 K Factor = 5.60 to 120 0.0 2.000 0.004 85 15.56 0.0820 0.0 3.000 0.246 Vel = 5.78 0.0 15.56 7.973 K Factor = 5.51 D087 18.04 1.049 1 E 2.0 1.000 10.377 K Factor = 5.60 to 120 0.0 2.000 0.004 87 18.04 0.1077 0.0 3.000 0.323 Vel = 6.70 0.0 18.04 10.704 K Factor = 5.51 D091 15.48 1.049 1 E 2.0 1.000 7.640 to 120 0.0 2.000 0.004 91 15.48 0.0810 0.0 3.000 0.243 0.0 15.48 7.887 D093 16.16 1.049 1 E 2.0 1.000 8.323 to 120 0.0 2.000 0.004 93 16.16 0.0877 0.0 3.000 0.263 0.0 16.16 8.590 D095 _ 19.55 1.049 1 E 2.0 1.000 12.186 to 120 0.0 2.000 0.004 95 19.55 0.1250 0.0 3.000 0.375 0.0 K Factor = 5.60 Vel = 5.75 K Factor = 5.51 K Factor = 5.60 Vel = 6.00 K Factor = 5.51 K Factor = 5.60 Vet = 7.26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard FIRE BiGINEERING COMPANY Page 7 AM ET Date 102807 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. loci$ or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 19.55 12.565 K Factor = 5.52 77 15.45 1.049 1 T 5.0 1.000 7.861 to 120 0.0 5.000 -0.004 78 15.45 0.0807 0.0 6.000 0.484 Vel = 5.74 0.0 15.45 8.341 K Factor = 5.35 79 17.91 1.049 1 T 5.0 1.000 10.556 to 120 0.0 5.000 -0.004 80 17.91 0.1062 0.0 6.000 0.637 Vel = 6.65 0.0 17.91 11.189 K Factor = 5.35 85 15.56 1.049 1 T 5.0 1.000 7.973 to 120 0.0 5.000 -0.004 86 15.56 0.0818 0.0 6.000 0.491 Vel = 5.78 0.0 15.56 8.460 K Factor = 5.35 87 18.04 1.049 1 T 5.0 1.000 10.704 to 120 0.0 5.000 -0.004 88 18.04 0.1075 0.0 6.000 0.645 Vel = 6.70 0.0 18.04 11.345 K Factor = 5.36 _ 93 16.16 1.049 1 T 5.0 0.500 8.590 to 120 0.0 5.000 -0.004 94 16.16 0.0876 0.0 5.500 0.482 Vel = 6.00 0.0 1616 9.068 K Factor = 5.37 _ 95 19.55 1.049 1 T 5.0 0.500 12.565 to 120 0.0 5.000 -0.004 96 19.55 0.1247 0.0 5.500 0.686 Vel = 7.26 0.0 19.55 13.247 K Factor = 5.37 81 20.00 1.049 1 T 5.0 1.500 13.150 to 120 0.0 5.000 0.0 183 20.0 0.1302 0.0 6.500 0.846 Vel = 7.42 0.0 20.00 13.996 K Factor = 5.35 _ 83 15.06 1.049 1 E 2.0 10.920 7.469 to 120 0.0 2.000 -0.004 86 15.06 0.0770 0.0 12.920 0.995 Vel = 5.59 86 15.56 _ 1.049 0.0 10.080 8.460 to 120 0.0 0.0 0.0 _88 _ 3.0.62 0.2862 _ 0.0 10.080 2.885 Vel = 11.37 88 18.04 1.38 1 T 6.0 9.500 11.345 to 120 0.0 6.000 0.004 185 _. _ __48.66 _ 0.1774 _ _ 0.0 _ 15.500 2.749 Vel = 10.44 _ ___ 0.0 48.66 14.098 K Factor = 12.96 91 T ^ 15.48 _ 1.049 1 E 2.0 12.630 7.887 to 120 0.0 2.000 -0.004 94 15.48 0.0810 0.0 14.630 1.185 Vel = 5.75 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard FIRE ERGINEERING COMPANY Page 8 AM ET Date 102807 Hyd. Ref. Qa Dia. licit Fitting or Pipe Ftng's Pt Pt Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 94 16.15 1.049 0.0 13.750 9.068 to 120 0.0 0.0 0.0 96 31.63 0.3039 0.0 13.750 4.179 Vel = 11.74 96 19.55 1.38 IT 6.0 1.660 13.247 to 120 0.0 6.000 0.004 187 51.18 0.1946 0.0 7.660 1.491 Vel = 10.98 0.0 51.18 14.742 K Factor = 13.33 75 J 14.95 1.049 1 E 2.0 10.920 7.364 to 120 0.0 2.000 -0.004 78 14.95 0.0759 0.0 12.920 0.981 Vel = 5.55 78 15.46 1.049 0.0 10.080 8.341 to 120 0.0 0.0 0.0 80 30.41 0.2825 0.0 10.080 2.848 Vel = 11.29 80 17.91 1.38 IT 6.0 9.500 11.189 to 120 0.0 6.000 0.004 181 48.32 0.1750 0.0 15.500 2.713 Vel = 10.36 181 0.0 2.203 0.0 5.000 13.906 to 120 0.0 0.0 0.0 183 48.32 0.0180 0.0 5.000 0.090 Vel = 4.07 183 20.00 2.203 0.0 3.000 13.996 to 120 0.0 0.0 0.0 185 68.32 0.0340 0.0 3.000 0.102 Vel = 5.75 185 48.67 2.203 0.0 7.000 14.098 to 120 0.0 0.0 0.0 187 116.99 0.0920 0.0 7.000 0.644 Vel = 9.85 187 _ 51.18 2.203 IT 13.639 31.500 14.742 to 120 0.0 13.639 0.0 189 168.17 0.1802 0.0 45.139 8.135 Vel = 14.15 _ 189 0.0 2.203 1 E 6.819 56.400 22.877 to 120 IT 13.639 20.458 0.0 191 168.17 0.1802 0.0 76.858 13.852 Vel = 14.15 191 0.0 2.203 IT 13.639 5.710 36.729 to - 120 0.0 13.639 0.0 193 168.17 0.1802 0.0 19.349 3.487 Vel = 14.15 193 0.0 4.31 1 E 13.937 8.670 40.216 to 120 0.0 13.937 -3.755 257 168.17 0.0069 0.0 22.607 0.155 Vel = 3.70 _ J257 0.0 4.31 1 E 13.937 134.330 36.616 to 120 IT 27.874 41.811 0.0 259 168.17 0.0069 0.0 176.141 1.208 Vel = 3.70 _ 259 0.0 4.31 1 E 13.937 1.950 37.824 to 120 0.0 13.937 0.0 TOR 168.17 _ 0.0069 0.0 _ 15.887 0.110 Vel = 3.70 TOR 100.00� 4.31 1 E 13.937 23.000 37.934 Qa = 100 to 120 0.0 13.937 13.372 * Fixed loss = 5 BOR 268.17 W 0.0162 0.0 36.937 0.600 Vel = 5.90 _ BOR 0.0 6.22 IT 45.118 100.000 51.906 to 140 1 G 4.512 49.630 0.433 TEST 268.17 0.0021 0.0 149.630 0.307 Vel = 2.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard FIRE ENGINEERING COMPANY AM ET Page 9 Date 102807 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***"*** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 268.17 52.646 K Factor = 36.96 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 P1 ... Fire Protection by Computer Design FIRE ENGINEERING COMPANY 4717 SOUTH 500 WEST SLC, UTAH 84123 80-262-3329 Job Name AMET Building Location 355 DIVIDEND DR System Contract 789208 Data File ametfeci.WX2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FIRE ENGINEERING COMPANY AMET Page 1 Date 102807 Hydraulic Design Information Sheet Name - AMET INC Date - 11-08-2007 Location - 355 DIVIDEND DR Building - System No. - Contractor - FECI Contract No. - 789208 Calculated By - F VIGIL Drawing No. - Construction: ( ) Combustible (X) Non -Combustible Ceiling Height - Occupancy - S y S T E M D E S I G N ( ) NFPA 13 ( ) Lt . Ha z . Ord . Ha z . Gp . ( ) 1 ( ) 2 ( ) 3 ( ) Ex . Haz . ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve Other Specific Ruling Made By Date Area of Sprinkler Operation - 990 Density - .1000 Area Per Sprinkler - 130 Elevation at Highest Outlet - 32.83 Hose Allowance - Inside - Rack Sprinkler Allowance - Hose Allowance - Outside - Note System Type Sprinkler/Nozzle (X) Wet Make VIKING ( ) Dry Model VK302 ( ) Deluge Size .5 ( ) Preaction K-Factor 5.6 ( } Other Temp.Rat.155 Calculation Flow Required - 199.21 Press Required - 52.58 @ BOR Summary C-Factor Used: 120 Overhead 140 Underground W A T E R S U P P L y Water Flow Test: Pump Data: Tank or Reservoir: Date of Test - Cap. - Time of Test - Rated Cap.- Elev.- Static Press - 74 @ Press - Residual Press - 62 Elev. - Well Flow - 520 Proof Flow Elevation - 0 Location - Source of Information - C Commodity O Storage Ht. M Storage Method: M ( ) Single Row S R ( ) Double Row T A ( ) Mult. Row O C R K u Flue Spacing A Longitudinal G E Class Area Solid Piled % �( ) Conven. Pallet ( ) Slave Pallet Horizontal Barriers Provided: Location Aisle W. Palletized % Rack ( ) Auto. Storage ( ) Encap. ( ) Solid Shelf ( ) Non ( ) Open Shelf Clearance:Storage to Ceiling Transverse Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) FIRE ENGINEERING COMPANY Page 2 AMET Date 102807 City Water Supply. Demand: C1 - Static Pressure 74 D1 - Elevation 9.455 C2 - Residual Pressure: 62 D2 - System Flow : 199.208 C2 - Residual Flow 520 D2 - System Pressure : 53.393 Hose ( Adj City) Hose ( Demand) 100 D3 - System Demand : 299.208 Safety Margin : 16.291 150 140 130 120 P 110 R 100 E 90 S 80 S U 70 C2 R 60 E 50 40 2 D3 30 20 10 D1 100 200 300 400 500 600 700 800 900 FLOW (NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Diagram FIRE ENGINEERING COMPANY Page 3 AMET Date 102807 23.1 D051 51 T 1 23.1 24.¢ D053- 53 14.9 D06t- 61 14.8 D063-. 63 16 D065- 65 17.9 D067- 67 T 1 63.6 211 D069- 69 20.8 D071-- 71 T 1 20.8 22.? D073- 73 T 1 43 23.9 D075- 75 14.8 63 <- 62 T 1 29.7 161 65 +- 66 1 1 29.7 14.4 45.7 84.6 84.6 61 E.- 62 +-- 66 E-- 67 F 69 F 70 <- 153 f- 253 29.7 63.6 84.6 20.8 66.9 66.9 71 E- 73 +- 75 E-- 76 E- 78 F 155 +- 255 43 66.9 66.9 23.1 47.7 47.7 47.7 199.2 199.2 299.2 51 4-. 53 <- 54 F- 56 F 58 i- 151 +- 251 E- 253 +- 255 t- 257 F 259 E- TOR*- BOR- TEST 47.7 47.7 47.7 132.3 199.2 299.2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary FIRE ENGINEERING COMPANY Page 4 AM ET Date 102807 Fitting Legend , Abbrev. Name _ Y2 3% 1 1'/. 1 Y2 2 2Y2 3 3% 4 5 6 8 10 12 14 16 18 20 24 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD • FIRE ENGINEERING COMPANY AMET Page 5 Date 102807 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. D051 21.83 5.6 16.98 na 23.08 0.1 130 7.0 D053 21.83 5.6 19.3 na 24.6 0.1 147 7.0 D061 21.83 5.6 7.08 na 14.9 0.1 60 7.0 D063 21.83 5.6 7.0 na 14.82 0.1 130 7.0 D065 21.83 5.6 8.16 -na 15.99 0.1 60 7.0 D067 21.83 5.6 10.22 na 17.9 0.1 147 7.0 D069 21.83 5.6 14.11 na 21.03 0.1 147 7.0 D071 21.83 5.6 13.76 na 20.78 0.1 154 7.0 D073 21.83 5.6 15.77 na 22.24 0.1 147 7.0 D075 21.83 5.6 18.17 na 23.87 0.1 147 7.0 63 21.83 7.45 na 65 21.83 8.67 na 61 21.83 7.53 na 62 21.83 8:01 na 66 21.83 9.38 na 67 21.83 10.86 na 69 21.83 14.96 na 70 21.83 18.25 na 153 21.83 28.45 na 71 21.83 14.6 na 73 21.83 16.72 na 75 21.83 18.72 na 76 21.83 23.23 na 78 21.83 25.35 na 155 21.83 29.81 na 51 21.83 18.0 na 53 21.83 20.44 na 54 21.83 22.85 na 56 21.83 25.27 na 58 21.83 25.98 na 151 21.83 28.79 na 251 20.33 29.71 na 253 20.33 29.89 na 255 20.33 30.98 na 257 20.33 36.53 na 259 20.33 38.33 na TOR 20.33 38.48 na 100.0 BOR 1.0 52.58 na TEST 0.0 53.39 na The maximum velocity is 16.77 and it occurs in the pipe between nodes 255 and 257 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams FIRE ENGINEERING COMPANY AM ET Page 6 Date 102807 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn D051 23.08 1.049 1 T 5.0 1.000 16.983 to 120 0.0 5.000 0.0 23.08 0.1695 _ 0.06.000 1.017 0.0 23.08 18.000 D053 24.60 1.049 to 120 53 24.6 0.1910 0.0 _- 24.60 D061 14.90 1.049 to 120 _ 61� _ 14.9 0.0755 0.0 14.90 - 1 T 5.0 1.000 19.298 0.0 5.000 0.0 0.0^_ 6.000 1.146 _ 20.444 1 T 5.0 1.000 7.075 0.0 5.000 0.0. 0.0 6.000 0.453 --- - 7.528 D063 14.82 1.049 1T 5.0 1.000 7.000 to 120 0.0 5.000 0.0 63 14.82 0.0747 0.0 6.000 0.448 0.0 _14.82 D065 15.99 1.049 to 120 65 1'5.99 0.0860 0.0 -------- ---15.99 _ D067 17.90 1.049 to 120 67 17.9 0.1060 0.0 17.90 D069 21.03 1.049 to 120 69 21.03 0.1428 0.0 _-- _- 21.03 D071 20.78 1.049 to 120 71 20.78 0.1397 0.0 -- - 20.78 D073 22.24 1.049 to 120 73 22.24 0.1585 0.0 - - --- --22.24 D075 23.87 1.049 to 120 75 23.87 0.1807 0.0 K Factor = 5.60 Vel = 8.57 K Factor = 5.44 K Factor = 5.60 Vel = 9.13 K Factor = 5.44 K Factor = 5.60 Vel = 5.53 K Factor_ 5.43 K Factor = 5.60 Vel = 5.50 7.448 K Factor = 5.43 1 T . 5.0 1.000 8.157 K Factor = 5.60 0.0 5.000 0.0 0.0 6.000 0.516 Vel = 5.94 8.673 K Factor = 5.43 1 T 5.0 1.000 10.219 K Factor = 5.60 0.0 5.000 0.0 0.0 6.000 0.636 Vel = 6.64 10.855 K Factor = 5.43 1 T 5.0 1.000 14.107 K Factor = 5.60 0.0 5.000 0.0 - - -- 0.0 - 6.000 - 0.857 - - -- - - Vel = 7.81 14.964 K Factor = 5.44 1 T 5.0 1.000 13.763 K Factor = 5.60 0.0 5.000 0.0 0.0 6.000 0.838 Vel = 7.71 14.601 K Factor = 5.44 1 T 5.0 1.000 15.772 K Factor = 5.60 0.0 5.000 0.0 0.0 6.000 0.951 Vel = 8.26 16.723 K Factor = 5.44 1 E 2.0 1.000 18.174 K Factor = 5.60 0.0 2.000 0.0 0.0 3.000 0.542 Vel = 8.86 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard 'FIRE ENGINEERING COMPANY AM ET Page 7 Date 102807 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. tacit or Ftng's Pe Pv **"*'"** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 23.87 18.716 K Factor = 5.52 63 14.82 1.049 1 T 5.0 2.540 7.448 to 120 0.0 5.000 0.0 62 14.82 0.0747 0.0 7.540 0.563 Vel = 5.50 0.0 14.82 8.011 K Factor = 5.24 65 15.99 1.049 1 T 5.0 3.160 8.673 to 120 0.0 5.000 0.0 66 15.99 0.0862 0.0 8.160 0.703 Vel = 5.94 0.0 15.99 9.376 K Factor = 5.22 61 14.90 1.049 1 E 2.0 4.410 7.528 to 120 0.0 2.000 0.0 62 14.9 0.0754 0.0 6.410 0.483 Vel = 5.53 62 14.81 1.049 0.0 5.040 8.011 to 120 0.0 0.0 0.0 66 29.71 0.2708 0.0 5.040 1.365 Vel = 11.03 66 16.00 1.38 to 120 67 45.71 0.1578 67 17.90 1.38 to 120 69 _ _ _ 63.61 0.2910 69 21.03 1.61 to 120 70 84.64 0.2331 0.0 9.370 9.376 0.0 0.0 0.0 0.0 9.370 1.479 0.0 14.120 10.855 0.0 0.0 0.0 0.0 14.120 4.109 0.0 14.120 14.964 0.0 0.0 0.0 0.0 14.120 3.2_91 70 0.0 1.61 1 T 8.0 35.750 18.255 to 120 0.0 8.000 0.0 153 84.64 0.2330 0.0 43.750 10.195 Vel = 9.80 - - - - - Vel = 13.64 Vel = 13.34 Vel = 13.34 153 0.0 2.067 1 T 10.0 1.500 28.450 to 120 0.0 10.000 0.650 253 84.64 0.0690 0.0 11.500 0.794 Vel = 8.09 0.0 _ `71 84.64 29.894 K Factor = 15.48 20.78 1.049 0.0 15.200 14.601 to 120 0.0 0.0 0.0 73 20.78 0.1396 0.0 15.200 2.122 Vel = 7.71 73 22.24 1.38 0.0 14.120 16.723 to 120 0.0 0.0 0.0 75 43.02 0.1411 0.0 14.120 1.993 Vel = 9.23 75 23.87 1.38 0.0 14.120 18.716 to 120 0.0 0.0 0.0 76 66.89 0.3194 0.0 14.120 4.510 Vel = 14.35 76 0.0 1.61 0.0 14.120 23.226 to 120 0.0 0.0 0.0 78 _ 66.89 0.1507 0.0 14.120 2.128 78 0.0 1.61 1 T 8.0 21.580 25.354 to 120 0.0 8.000 0.0 155 66.89 0.1508 0.0 29.580 4.460 Vel = 10.54 Vel = 10.54 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard "FrRE ENGINEERING COMPANY Page 8 AMET Date 102807 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***"*"* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 155 0.0 2.067 1 T 10.0 1.500 29.814 to 120 0.0 10.000 0.650 255 66.89 0.0447 0.0 11.500 0.514 Vel = 6.40 0.0 66.89 30.978 K Factor = 12.02 51 23.08 1.049 0.0 14.410 18.000 to 120 0.0 0.0 0.0 53 23.08 0.1696 0.0 14.410 2.444 Vel = 8.57 53 24.60 1.38 0.0 14.120 20.444 to 120 0.0 0.0 0.0 54 47.68 0.1708 0.0 14.120 2.411 Vel = 10.23 54 0.0 1.38 0.0 14.120 22.855 to 120 0.0 0.0 0.0 56 47.68 0.1707 0.0 14.120 2.410 Vel = 10.23 56 0.0 1.61 0.0 8.830 25.265 to 120 0.0 0.0 0.0 58 47.68 0.0806 0.0 8.830 0.712 Vel = 7.51 58 0.0 1.61 1 T 8.0 26.870 25.977 to 120 0.0 8.000 0.0 151 47.68 0.0806 0.0 34.870 2.810 Vel = 7.51 151 0.0 2.067 1 T 10.0 1.500 28.787 to 120 0.0 10.000 0.650 251 47.68 0.0239 0.0 11.500 0.275 Vel = 4.56 251 0.0 2.203 0.0 10.410 29.712 to 120 0.0 0.0 0.0 253 47.68 0.0175 0.0 10.410 0.182 Vel = 4.01 253 84.64 2.203 0.0 9.370 29.894 to 120 0.0 0.0 0.0 255 132.32 0.1157 0.0 9.370 1.084 Vel = 11.14 255 66.89 2.203 1 E 6.819 15.700 30.978 to 120 0.0 6.819 0.0 257 199.21 0.2465 0.0 22.519 5.551 Vel = 16.77 257 0.0 4.31 2E 27.874 135.830 36.529 to 120 1 T 27.874 55.748 0.0 259 199.21 0.0094 0.0 191.578 1.798 Vel = 4.38 259 0.0 4.31 1 E 13.937 1.950 38.327 to 120 0.0 13.937 0.0 TOR 199.21 0.0094 0.0 15.887 0.149 Vel = 4.38 TOR 100.00 4.31 1 E 13.937 23.000 38.476 Qa = 100 to 120 0.0 13.937 13.372 " Fixed loss = 5 BOR 0.0199 0.0 36.937 0.736 Vel = 6.58 BOR _299.21 0.0 6.22 1 T 45.118 100.000 52.584 to 140 1 G 4.512 49.630 0.433 TEST 299.21 0.0025 0.0 149.630 0.376 Vel = 3.16 0.0 299.21 53.393 K Factor = 40.95 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .. Fire Protection by Computer Design FIRE ENGINEERING COMPANY 4717 SOUTH 500 WEST SLC, UTAH 84123 80-262-3329 Job Name AMET Building Location 355 DIVIDEND DR System Contract 789208 Data File ametfeci.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ` FIRE.ENGINEERING COMPANY AM ET Page 1 Date 102807 Hydraulic Design Information Sheet Name - AMET INC Date - 11-08-2007 Location - 355 DIVIDEND DR Building - System No. - Contractor - FECI Contract No. - 789208 Calculated By - F VIGIL Drawing No. - Construction: ( ) Combustible (X) Non -Combustible Ceiling Height - Occupancy - S ( ) NFPA 13 ( ) Lt . Ha z . Ord . Haz . Gp . ( ) 1 ( ) 2 ( ) 3 ( ) Ex . Ha z . y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - .2000 (X) Wet Make VIKING D Area Per Sprinkler - 106.00 ( ) Dry Model VK100 E Elevation at Highest Outlet - 32.83 ( ) Deluge Size .5 S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 G Hose Allowance - Outside - N Note Calculation Flow Required - 333.42 Press Required - 55.86 @ BOR Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 74 @ Press - R Residual Press - 62 Elev. - Well Flow - 520 Proof Flow S Elevation - 0 U P P L y C 0 M M Location - Source of Information - Commodity Storage Ht. Storage Method: ( ) Single Row Class Area Solid Piled % ( ) Conven. Pallet S R ( ) Double Row ( ) Slave Pallet T A ( ) Mult . Row 0 C R K Flue Spacing A Longitudinal G E Horizontal Barriers Provided: Location Aisle W. Palletized % Rack ( ) Auto. Storage ( ) Enca_p. ( ) Solid Shelf ( ) Non ( ) Open Shelf Clearance:Storage to Ceiling Transverse Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) FIRE ENGINEERING COMPANY Page 2 AM ET Date 102807 City Water Supply: C1 - Static Pressure 74 C2 - Residual Pressure: 62 C2 - Residual Flow : 520 Demand: D1 - Elevation : 14.219 D2 - System Flow : 333.42 D2 - System Pressure : 57.587 Hose ( Adj City) Hose ( Demand) 250 D3 - System Demand 583.42 Safety Margin 1.566 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 c2 R 60 E 50 D3 40 30 20 10 100 200 300 400 500 600 700 800 900 FLOW (NA 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Diagram ` FIREJENGINEERING COMPANY AMET Page 3 Date 102807 24.1 19 E- 103 24.4 29 E- 105 24.1 9 <- 101 21.3 64.3 110.9 if <- 13 E- 15 +- 17 E- 103 <- 203 42.6 86.7 1 1 221.4 21.5 65 114 21 <- 23 +- 25 +- 27 c- 105 F 205 43.1 87.6 21.2 64.1 110.5 221.4 333.4 583.4 1 +- 3 <- 5 +- 7 F 101 F 201 <- 203 F 205 F 207 F 209 *- TOR<- 801- TEST 42.5 86.5 110.5 333.4 333.4 583A Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary FIRE ENGINEERING COMPANY Page 4 AM ET Date 102807 j Fitting Legend Abbrev. Name Y2 3/ 1 1 % 1 YZ 2 2Ys 3 3Y2 4 5 6 8 10 12 14 16 18 20 24 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD " FIRE•ENGINEERING COMPANY Page 5 AMET Date 102807 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. 19 32.83 5.6 18.58 na 24.14 0.2 106 7.0 29 32.83 5.6 18.97 na 24.39 0.2 106 7.0 9 32.83 5.6 18.47 na 24.07 0.2 106 7.0 11 32.83 5.6 14.42 na 21.26 0.2 106 7.0 13 32.83 5.6 14.55 na 21.36 0.2 106 7.0 15 32.83 5.6 15.01 na 21.7 0.2 106 7.0 17 32.83 5.6 16.0 na 22.4 0.2 106 7.0 103 32.83 19.56 na 21 32.83 5.6 14.73 na 21.49 0.2 106 7.0 23 32.83 5.6 14.86 na 21.59 0.2 106 7.0 25 32.83 5.6 15.33 na 21.93 0.2 106 7.0 27 32.83 5.6 16.35 na 22.64 0.2 106 7.0 105 32.83 19.98 na 1 32.83 5.6 14.33 na 21.2 0.2 106 7.0 3 32.83 5.6 14.46 na 21.29 0.2 106 7.0 5 32.83 5.6 14.92 na 21.63 0.2 106 7.0 7 32.83 5.6 15.91 na 22.34 0.2 106 7.0 101 32.83 19.45 na 201 30.33 21.87 na 203 30.33 21.99 na 205 30.33 22.43 na 207 30.33 34.01 na 209 20.33 38.93 na TOR 20.33 39.96 na 250.0 BOR 1.0 55.86 na TEST 0.0 57.59 na The maximum velocity is 12.83 and it occurs in the pipe between nodes TOR and BOR Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams ` FIRE ENGINEERING COMPANY Page 6 AMET Date 102807 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ****"** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 19 24.14 1.191 1T 9.279 0.660 18.578 K Factor = 5.60 to 120 0.0 9.279 0.0 103 24.14 0.0993 0.0 9.939 0.987 Vel = 6.95 0.0 24.14 19.565 K Factor = 5.46 29 24.39 1.191 1 T 9.279 0.660 18.971 K Factor = 5.60 to 120 0.0 9.279 0.0 105 24.39 0.1012 0.0 9.939 1.006 Vel = 7.02 0.0 24.39 - 19.977 K Factor = 5.46 9 24.07 1.191 IT 9.279 0.660 18.469 K Factor = 5.60 to 120 0.0 9.279 0.0 101 24.07 0.0988 0.0 9.939 0.982 Vel = 6.93 0.0 24.07 19.451 K Factor = 5.46 11 21.26 1.728 0.0 10.000 14.417 K Factor = 5.60 to 120 0.0 0.0 0.0 13 21.26 0.0129 0.0 10.000 0.129 Vel = 2.91 13 21.36 1.728 0.0 10.000 14.546 K Factor = 5.60 to 120 0.0 0.0 0.0 15 42.62 0.0464 0.0 10.000 0.464 Vel = 5.83 15 21.70 1.728 0.0 10.000 15.010 K Factor = 5.60 to 120 0.0 0.0 0.0 17 64.32 0.0993 0.0 10.000 0.993 Vel = 8.80 17 22.40 1.728 IT 11.29 9.330 16.003 K Factor = 5.60 to 120 0.0 11.290 0.0 103 86.72 0.1727 0.0 20.620 3.562 Vel = 11.86 103 24.14 2.203 IT 13.639 2.500 19.565 to 120 0.0 13.639 1.083 203 110.86 0.0833 0.0 16.139 1.345 Vel = 9.33 0.0 110.86 21.993 K Factor = 23.64 21 21.49 1.728 0.0 10.000 14.728 K Factor = 5.60 to 120 0.0 0.0 0.0 23 21.49 0.0130 0.0 10.000 0.130 Vel = 2.94 23 21.59 1.728 0.0 10.000 14.858 K Factor = 5.60 to 120 0.0 0.0 0.0 25 43.08 0.0474 0.0 10.000 0.474 Vel = 5.89 25 21.92 1.728 0.0 10.000 15.332 K Factor = 5.60 to 120 0.0 0.0 0.0 27 65.0 0.1013 0.0 10.000 1.013 Vel = 8.89 27 22.64 1.728 IT 11.29 9.330 16.345 K Factor = 5.60 to 120 0.0 11.290 0.0 105 87.64 0.1761 0.0 20.620 3.632 Vet = 11.99 105 24.40 2.203 IT 13.639 2.500 19.977 to 120 0.0 13.639 1.083 205 112.04 0.0850 0.0 16.139 1.372 Vel = 9.43 0.0 112.04 22.432 K Factor = 23.66 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard r FIR&ENGINEERING COMPANY AM ET Page 7 Date 102807 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. loci$ or Ftng's Pe Pv ***'`*"* Notes **** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 21.20 1.728 0.0 10.000 14.332 to 120 0.0 0.0 0.0 3 21.2 0.0127 0.0 10.000 0.127 3 21.29 1.728 0.0 10.000 14.459 to 120 0.0 0.0 0.0 5 42.49 0.0462 0.0 10.000 0.462 5 21.64 1.728 0.0 • 10.000 14.921 to 120 0.0 0.0 0.0 7 64.13 0.0988 0.0 10.000 0.988 7 22.33 1.728 1 T 11.29 9.330 15.909 to 120 0.0 11.290 0.0 101 86.46 0.1718 0.0 20.620 3.542 101 24.07 2.203 1 T 13.639 2.500 19.451 to 120 0.0 13.639 1.083 201 110.53 0.0828 0.0 16.139 1.337 K Factor = 5.60 Vel = 2.90 K Factor = 5.60 Vel = 5.81 K Factor = 5.60 Vel = 8.77 K Factor = 5.60 Vel = 11.83 Vel = 9.30 201 0.0 3.314 0.0 10.700 21.871 to 120 0.0 0.0 0.0 203 110.53 0.0114 0.0 10.700 0.122 Vel = 4.11 203 110.85 3.314 0.0 10.700 21.993 to 120 0.0 0.0 0.0 205 221.38 0.0410 0.0 10.700 0.439 Vel = 8.23 205 112.04 3.314 1 E 10.191 122.160 22.432 to 120 0.0 10.191 0.0 207 333.42 0.0875 0.0 132.351 11.582 Vel = 12.40 207 0.0 4.31 to 120 209 333.42 0.0244 209 0.0 4.31 to 120 TOR 333.42 0.0243 TOR 250.00 4.31 to 1.20 BOR 583.42 0.0685 1 E 13.937 10.000 34.014 0.0 13.937 4.331 0.0 23.937 0.583 Vel = 7.33 2E 27.874 14.510 38.928 0.0 27.874 0.0 0.0 42.384 1.031 Vel = 7.33 1 E 13.937 23.000 39.959 Qa = 250 0.0 13.937 13.372 * Fixed loss = 5 0.0 36.937 2.531 Vel = 12.83 BOR 0.0 6.22 1T 45.118 100.000 55.862 to 140 1 G 4.512 49.630 0.433 TEST 583.42 0.0086 0.0 149.630 1.292 Vel = 6.16 0.0 583.42 57.587 K Factor = 76.88 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ... Fire Protection by Computer Design FIRE ENGINEERING COMPANY 4717 SOUTH 500 WEST SLC, UTAH 84123 80-262-3329 Job Name AMET5 Building Location 355 DIVIDEND DR System Contract 789208 Data File ametfeci.WX4 ... Fire Protection by Computer Design FIRE ENGINEERING COMPANY 4717 SOUTH 500 WEST SLC, UTAH 84123 80-262-3329 Job Name AMET5 Building Location 355 DIVIDEND DR System Contract 789208 Data File ametfeci.WX4 _ _ _ Fire Protection by Computer Design FIRE ENGINEERING COMPANY 4717 SOUTH 500 WEST SLC, UTAH 84123 80-262-3329 Job Name AMET5 Building Location 355 DIVIDEND DR System Contract 789208 Data File ametfeci.WX4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FIRE ENGINEERING COMPANY M AETS Page 1 Date 110607 Hydraulic Design Information Sheet Name - AMET INC Date - 11-08-2007 Location - 355 DIVIDEND DR Building - Contractor - FECI Calculated By - F VIGIL Construction: ( ) Combustible Occupancy - (X) Non -Combustible System No. - Contract No. - 789208 Drawing No. - Ceiling Height - S ( ) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. y { ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - .2000 (X) Wet Make VIKING D Area Per Sprinkler - 122 ( ) Dry Model VK100 E Elevation at Highest Outlet - 24.66 ( ) Deluge Size .5 S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( } Other Temp.Rat.155 G Hose Allowance - Outside - N Note Calculation Flow Required - 343.98 Press Required - 52.91 @ BOR Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 74 @ Press - R Residual Press - 62 Elev. - Well Flow - 520 Proof Flow S Elevation - 0 U P P L y Location - Source of Information - C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % M ( ) Single Row ( ) Conven. Pallet S R ( } Double Row ( } Slave Pallet T A ( ) Mult. Row O C R K Flue Spacing A Longitudinal G E Horizontal Barriers Provided: ( ) Auto. Storage ( } Solid Shelf ( } Open Shelf Rack ( ) Encap. ( ) Non Clearance:Storage to Ceiling Transverse Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) FIRE ENGINEERING COMPANY Page 2 AM ET5 Date 110607 City Water Supply: Demand: C1 - Static Pressure 74 D1 - Elevation : 10.680 C2 - Residual Pressure: 62 D2 - System Flow : 343.98 C2 - Residual Flow 520 D2 - System Pressure : 53.912 Hose ( Adj City) Hose ( Demand } 250 D3 - System Demand 593.98 Safety Margin 4.740 150 140 130 p 120 110 R 100 E 90 S 80 S 70 U 60 C2 R 50 UZ E 40 D3 30 20 10 p 100 200 300 400 500 600 700 800 900 FLOW (NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Diagram FIRE ENGINEERING COMPANY AMET5 Page 3 Date 110607 24.4 74.2 254 <- 255 4-- 256 4- 257 t- 505 49 100.8 24.7 75 101.9 250 +. 251 E- 252 t- 253 *- 503 F 603 49.5 101.9 I I 111.6 29.7 I 246 F-. 505 +- 605 I 130.5 I I 27 82.2 11 116 213.5 344 594 241 t- 242 +- 243 <- 244 <- 501 +- 601 i- 603 *- 605 F 259 E.- TORc- BOf- TEST 54.2 111.6 111.6 344 594 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary FIRE ENGINEERING COMPANY Page 4 AM ET5 Date 110607 Fitting Legend Abbrev. Name _ %2 3/ 1 1 % 1'/2 2 2%2 3 3'/z 4 5 6 8 10 12 14 16 18 20 24 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD FIRE ENGINEERING COMPANY AMET5 Page 5 Date 110607 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. 254 24.66 5.6 18.98 na 24.4 0.2 122 7.0 255 24.66 5.6 19.27 na 24.58 0.2 122 7.0 256 24.66 5.6 20.32 na 25.24 0.2 122 7.0 257 24.66 5.6 22.57 na 26.6 0.2 122 7.0 250 24.66 5.6 19.38 na 24.65 0.2 122 7.0 251 24.66 5.6 19.67 na 24.84 0.2 122 7.0 252 24.66 5.6 20.74 na 25.5 0.2 122 7.0 253 24.66 5.6 23.05 na 26.88 0.2 122 7.0 503 24.66 28.93 na 246 24.66 5.6 28.04 na 29.65 0.2 122 7.0 505 24.66 28.38 na 241 24.66 5.6 23.28 na 27.02 0.2 122 7.0 242 24.66 5.6 23.63 na 27.22 0.2 122 7.0 243 24.66 5.6 24.9 na 27.94 0.2 122 7.0 244 24.66 5.6 27.63 na 29.43 0.2 122 7.0 501 24.66 29.92 na 601 23.16 30.66 na 603 23.16 30.69 na 605 23.16 30.8 na 259 20.33 35.94 na TOR 1.69 44.43 na 250.0 BOR 0.08 52.74 na TEST 0.0 53.91 na The maximum velocity is 16.06 and it occurs in the pipe between nodes 253 and 503 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams FIRE ENGINEERING COMPANY Page 6 AMEY5 ' Date 110607 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 254 24.40 1.61 0.0 12.330 18.985 K Factor = 5.60 to 120 0.0 0.0 0.0 255 24.4 0.0233 0.0 12.330 0.287 Vel = 3.85 255 24.58 1.61 0.0 12.330 19.272 K Factor = 5.60 to 120 0.0 0.0 0.0 256 48.98 0.0848 0.0 12.330 1.045 Vel = 7.72 256 25.25 1.61 0.0 12.330 20.317 K Factor = 5.60 to 120 0.0 0.0 0.0 257 74.23 0.1828 0.0 12.330 2.254 Vel = 11.70 257 26.60 1.61 1 T 8.0 10.040 22.571 K Factor = 5.60 to 120 0.0 8.000 0.0 505 100.83 0.3221 0.0 18.040 5.811 Vel = 15.89 0.0 100.83 28.382 K Factor = 18.93 250 24.65 1.61 0.0 12.370 19.379 K Factor = 5.60 to 120 0.0 0.0 0.0 251 24.65 0.0238 0.0 12.370 0.294 Vel = 3.88 251 24.84 1.61 0.0 12.370 19.673 K Factor = 5.60 to 120 0.0 0.0 0.0 252 49.49 0.0863 0.0 12.370 1.068 Vel = 7.80 252 25.50 1.61 0.0 12.370 20.741 K Factor = 5.60 to 120 0.0 0.0 0.0 253 74.99 0.1863 0.0 12.370 2.305 Vel = 11.82 253 26.89 1.61 IT 8.0 9.910 23.046 K Factor = 5.60 to 120 0.0 8.000 0.0 503 101.88 0.3283 0.0 17.910 5.880 Vel = 16.06 503 0.0 2.067 IT 10.0 1.500 28.926 to 120 0.0 10.000 0.650 603 101.88 0.0973 0.0 11.500 1.119 Vel = 9.74 0.0 101.88 30.695 K Factor = 18.39 246 29.65 1.61 IT 8.0 2.290 28.038 ' K Factor = 5.60 to 120 0.0 8.000 0.0 505 29.65 0.0334 0.0 10.290 0.344 Vel = 4.67 505 100.83 2.067 IT 10.0 1.500 28.382 to 120 0.0 10.000 0.650 605 130.48 0.1537 0.0 11.500 1.768 Vel = 12.48 0.0 130.48 30.800 K Factor = 23.51 241 27.02 1.61 0.0 12.370 23.282 K Factor = 5.60 to 120 0.0 0.0 0.0 242 27.02 0.0282 0.0 12.370 0.349 Vel = 4.26 242 27.22 1.61 0.0 12.370 23.631 K Factor = 5.60 to 120 0.0 0.0 0.0 243 54.24 0.1023 0.0 12.370 1.266 Vel = 8.55 243 21.95 1.61 0.0 12.370 24.897 K Factor = 5.60 to 120 0.0 0.0 0.0 244 82.19 0.2206 0.0 12.370 2.729 Vel = 12.95 244 29.43 2.067 1T 10.0 9.910 27.626 K Factor = 5.60 to 120 0.0 10.000 0.0 501 111.62 0.1152 0.0 19.910 2.293 Vel = 10.67 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard FIRE ENGJNEERING COMPANY AdIdEt5 Page 7 Date 110607 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv **"**" Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 501 0.0 4.31 to 120 601 _ ^ _ 111.62 0.0032 601 0.0 4.31 to 120 603 111.62 0.0033 603 101.88 4.31 to 120 605 213.5 0.0106 605 130.48 4.31 to 120 259 343.98 0.0258 259 0.0 4.31 to 120 TOR 343.98 0.0258 1 T 27.874 1.500 29.919 0.0 27.874 0.650 0.0 .29.374 0.094 Vel = 2.45 0.0 9.750 30.663 0.0 0.0 0.0 0.0 9.750 0.032 Vel = 2.45 0.0 9.870 30.695 0.0 0.0 0.0 0.0 9.870 0.105 Vel = 4.69 1 E 13.937 110.200 30.800 1 T 27.874 41.811 1.226 0.0 152.011 3.919 Vel = 7.56 1 E 13.937 1.950 35.945 0.0 13.937 8.073 0.0 15.887 0.410 Vel = 7.56 TOR 250.00 4.31 1 E 13.937 23.000 44.428 Qa = 250 to 120 0.0 13.937 5.697 * Fixed loss = 5 BOR 593.98 0.0708 0.0 36.937 2.616 Vel = 13.06 BOR 0.0 6.22 1T 45.118 77.700 52.741 to 140 1 G 4.512 49.630 0.035 TEST 593.98 0.0089 0.0 127.330 1.136 Vel = 6.27 0.0 593.98 53.912 K Factor = 80.90 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087