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HomeMy WebLinkAboutFIRE SPRINKLER CALCS - 16-00573 - 486 S 3rd W - The Roost - Bldg #2 - MFRU 0 N 6 z m 3 0 0 0 �v m c U 0 n 00 `m m to f y E d E n o o Y V Y N m9 V = m u y 8 C N 0 LL d m O N N O ` a C L ? a � rn N O 9 C a 0 rn LL r0 % N C � c rn m u � N ao ^ya 0 n vn LL a d v r d o 3 n M n Y lL C % O Y m o a=i 'a a a a Q % n a 0 o` u rn m m - a LL V u O � x 0 -0, 3 0v v Ev a o = u� v a f0 m Q m c m N rn do o Dd 0 HYDRAULIC CALCULATIONS for Job Information Project Name: THE ROOST APARTMENTS Contract No.: 16-207 City: REXBURG, IDAHO 83440 Project Location: 486 S 3RD W Date: 10/14/2016 Contractor Information LIGHT Name of Contractor: PHOENIX FIRE PROTECTION 0.05 Address: 4130 AIRPORT RD City: NAMPA, IDAHO 83440 Phone Number: 208.468.9115 E-mail: BROOK@PHOENIXFP.COM Name of Designer: BROOK STEWART 4 Authority Having Jurisdiction: STATE OF IDAHO 0 Design Remote Area Name 1 Remote Area Location 3RD FLOOR Occupancy Classification LIGHT Density (gpm/f2) 0.05 Area of Application (W) 1600 Coverage per Sprinkler (W) 400 Number of Calculated Sprinklers 4 In -Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 100 Total Water Required (incl. Hose Streams) (gpm) 183.2 Required Pressure at Source (psi) 70.2 Type of System Wet Volume - Entire System (gal) 19.7 gal Water Supply Information Date 10/7/2016 Location SITE Source SRC Notes 4 HEAD CALC File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current JobM2016\16-207 Roost Complex - Rexburg\16-207fp.dwg Dale 10/19/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 2 trtm 00 N N 01 d as m m J J N N O d a O pL i Job: THE ROOST APARTMENTS Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (Ib/fts) Fluid Dynamic Viscosity, (lb•s/ft2) Water Supply Parameters Supply 1 : SRC Supply Analysis Hydraulic Analysis for: 1 Demand Hazen -Williams Water @ 60F (15.6C) N/A for Hazen -Williams calculation. N/A for Hazen -Williams calculation. Flow (gpm) Pressure (psi) 0 80 1310 76 Hoses Inside Hose Flow/ Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) 100 Other (custom defined) Hose Flow (gpm) ------------------------------------------------------------------------------------ Total Hose Flow (gpm) 100 Sprinklers Other Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) 83.2 G Other (custom defined) Sprinkler Flow (gpm) 0 ____________________________________""""-""-"'-"""-----""------'.__._--- Total Sprinkler Flow (gpm) 83.2 Required Margin of Safety (psi) 0 SRC - Pressure (psi) 70.2 SRC -Flow (gpm) 83.2 Demand w/o System Pump(s) N/A File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2016\16-207 Roost Complex - Rexburg\16-207fp.dwg Dale 10/19/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 4 Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source (psi) Pressure (gpm) Pressure (gpm) (Psi) (Psi) (psi) SRC 80 76 1310 80 183.2 70.2 Hoses Inside Hose Flow/ Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) 100 Other (custom defined) Hose Flow (gpm) ------------------------------------------------------------------------------------ Total Hose Flow (gpm) 100 Sprinklers Other Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) 83.2 G Other (custom defined) Sprinkler Flow (gpm) 0 ____________________________________""""-""-"'-"""-----""------'.__._--- Total Sprinkler Flow (gpm) 83.2 Required Margin of Safety (psi) 0 SRC - Pressure (psi) 70.2 SRC -Flow (gpm) 83.2 Demand w/o System Pump(s) N/A File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2016\16-207 Roost Complex - Rexburg\16-207fp.dwg Dale 10/19/2016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 4 U F Z W F K ¢ a U) N O O K W F=- n 0 O 2 7 0 -o co a Q T a C E N 0 E a) (n T U) Rpm r 0 0 Cl) r C) O N 0 0 r cc) O E O Q. r O O O 0) LL O Cl co O O O O CDO 0 m 0 O It O I m a N 8 A u T Job: THE ROOST APARTMENTS Hydraulic Analysis for: 1 Graph Labels Label Description Flow (gpm) Values Pressure (psi) S1 Supply point #1 - Static 0 80 S2 Supply point 92 - Residual 1310 76 D1 Elevation Pressure 0 13.5 D2 System Demand 83.2 70.2 03 System Demand + Add.Out.Hose 183.2 70.2 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow(gpm) (9P ) Pressure (Psi) @Flow (gpm) Supply 80 90.7 9.7 183.2 Open Heads File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2016\16-207 Roost Complex - Rexburg\16-207fp.dwg Date 10/19/2016 Copyright 02002-2012 Tyco Fire Protection Products Page 6 Required Calculated Head Ref. Head Type Coverage K -Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi1/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 5101 Overhead 400 4.9 0.05 20 16.7 0.05 20 16.7 Sprinkler 5102 Overhead 400 4.9 0.05 20 16.7 0.052 20.6 17.7 Sprinkler 5103 Overhead 400 4.9 0.05 20 16.7 0.053 21.2 18.8 Sprinkler S104 Overhead Sprinkler 400 4.9 0.05 20 16.7 0.053 21.4 19 File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2016\16-207 Roost Complex - Rexburg\16-207fp.dwg Date 10/19/2016 Copyright 02002-2012 Tyco Fire Protection Products Page 6 Job: THE ROOST APARTMENTS Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Type K -Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psilh gpm Rz psi psi ft gpm gpm/Rz psi gpm 5101 Overhead Sprinkler 4.9 20 400 16.7 16.7 26.17 HEAD Open 0.0 0.05 -13.5 20 5102 Overhead Sprinkler 4.9 20.6 400 17.7 16.7 26.17 1 HEAD Open 10.6 0.052 -13.5 120 5103 i Overhead Sprinkler 4.9 21.2 400 18.8 16.7 26.17 HEAD Open 1.2 0.053 -13.5 20 5104 Overhead Sprinkler 4.9 21.4 400 19 16.7 26.17 HEAD Open 1.4 0.053 -13.5 20 003 Node 17.9 26.67 NODE -13.7 009 Node 20.6 26.67 NODE -13.7 007 Node 20.8 26.67 NODE -13.7 005 Node 21.9 26.67 NODE -13.7 049 Node 35.4 26.67 NODE -13.7 064 Node 53.6 8.5 NODE -5.8 065-0 Node 55.2 6.31 NODE -4.9 065-I Node 55.9 4.69 NODE -4.2 066-0 Node 57.4 2.61 NODE -3.3 066-I Node 64.2 1.21 NODE 1 1-2.7 068 Node 67.7 -5 NODE 0 SRC Supply -83.2 70.2 -5 SUPPLY 0 File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2016\16-207 Roost Complex - Rexburg\16-207fp.dwg Date 10/19/2016 Copyright® 2002-2012 Tyco Fire Protection Products Page 7 Job: THE ROOST APARTMENTS PIPE INFORMATION Hydraulic Calculations Node 1 Elev 1 K -Factor 1Flow added (q) lNominal IDIFittings 2X(BM.Tee-Run)=2 L C Factor total (Pt) Node 2 Elev 2 K -Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES lx(BM.90)=5 T frict (Pf) 003 (ft) (gpm/Psi'/') (gpm) I (in) I (ft) (ft) (psi) (psi) Path No: I Slot 26.17 4.9 20 1 2X(BM.Tee-Run)=2 13.45 150 16.7 003 26.67 20 1.101 lx(BM.90)=5 7 0.0679 -0.2 lx(BM.90)=5 20.45 1.4 003 26.67 20.6 1 IX(BM.Tee-Run)=1 9.83 150 17.9 005 26.67 40.6 1.101 lx(BM.Tee-Br)=5 6 0.2519 0 15.83 4 005 26.67 42.6 1.25 lx(BM.90)=6 29.85 150 21.9 049 26.67 83.2 1.394 3x(BM.Tee-Run)=3 15 0.3012 0 lx(BM.Tee-Br)=6 44.85 13.5 049 26.67 0 1.5 lx(us.90)=5.82 33.17 150 35.4 064 8.5 83.2 1.598 4x(BM.Tee-Run)=4 33.82 0.1549 7.9 2x(BM.Tee-Br)=16 66.99 10.4 lx(BM.90)=8 064 8.5 0 1.5lx(coupling)=1.23 2.19 120 53.6 065-0 6.31 83.2 1.68 1.23 0.1835 0.9 3.42 0.6 065-0 6.31 0 1.5 1.63 0 55.2 RESIRISER 065-I 4.69 83.2 0 0 0 0.7 *** 1.63 0 065-I 4.69 0 1.5lx(coupling)=1.23 2.08 120 55.9 066-0 2.61 83.2 1.68 1.23 0.1835 0.9 3.31 0.6 066-0 2.61 0 1.5 1.4 0 57.4 Ames2000B 066-I 1.21 83.2 0 0 4.4412 0.6 *** 1.4 6.2 066-I 1.21 0 2 lx(us.90)=5 6.21 120 64.2 068 -5 83.2 2.067 5 0.0669 2.7 11.21 0.7 068 -5 0 2 49.85 150 67.7 SRC -5 83.2 2.003 0 0.0516 0 49.85 2.6 SRC 70.2 Path No: 2 5102 26.17 4.9 20.6 1 lx(BM.Tee-Br)=5 0.5 150 17.7 003 26.67 20.6 1.101 IX(BM.Tee-Br)=5 5 0.0717 -0.2 lx(BM.90)=5 5.5 0.4 003 17.9 Path No: 3 5103 26.17 4.9 21.2 1 1x(BM.Tee-Run)=1 18.93 150 18.8 007 26.67 21.2 1.101 IX(BM.Tee-Br)=5 11 0.0758 -0.2 lx(BM.90)=5 29.93 2.3 007 26.67 21.4 1.25 2x(BM.Tee-Run)=2 9.75 150 20.8 005 26.67 42.6 1.394 2 0.0871 0 11.75 1 005 21.9 File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2016\16-207 Roost Complex - Rexburg\16-207fp.dwg Date 10/19/2016 Copyright ® 2002-2012 Tyco Fire Protection Products Page 8 Job: THE ROOST APARTMENTS PIPE INFORMATION Path No: 4 Hydraulic Calculations 5104 26.17 4.9 21.4 1 lx(BM.Tee-Br)=5 14.04150 19 009 26.67 21.4 1.101 lx(BM.90)=5 10 0.0766 -0.2 24.04 1.8 009 26.67 0 1.25 2x(BM.Tee-Run)=2 6.58 150 20.6 007 26.67 21.4 1.394 2 0.0243 0 8.58 0.2 007 20.8 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 17.5 ft/s occurs in the following pipe(s): (049-005) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve -based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2016\16-207 Roost Complex - Rexburg\16-207fp.dwg Dale 10/19/2016 Copyright® 20024012 Tyco Fire Protection Products Page 9 Job: THE ROOST APARTMENTS q Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.: SRC; Supply Name:SRC 90 - _._ ___ —. 5 75- 70- 7065 65 60- 0 50 -_ 50- _.— __ ._.___..._..__._.. ._.._____. ____.__.___ 45 40 — — ------- ---- 35 35- 30 30- 25- 25 20 20 15- 10 -- 5 0 0 9 9 0 0 0 0 S 0 c 41 Flow, gpm Pressure Loss Function Design Area: 1; BFP Ref.: 290 (Ames2000121, Size = 1.5); Inlet Node: 066.1; Outlet Node: 066-0 Flow, gpm File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2016\16-207 Roost Complex - Rexburg\16-207fp.dwg Date 10/19/2016 Copyright 0 2002.2012 Tyco Fire Protection Products Page 10 Job: THE ROOST APARTMENTS Device Graphs Pressure Loss Function Design Area: 1; BFP Ref.: 291 (RESIRISER, Size = 1.5); Inlet Node: 065-I; Outlet Node: 065-0 SII I � I 0 0 0 0 0 0 Flow, gpm File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2016\16-207 Roost Complex - Rexburg\16-207fp.dwg Date 10/19/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 11 a phoenixfp.com Water Flow Test Project Name: Roost Complex 12-Plex Project Address: 486 S 3rd W, Rexburg, ID 83440 Our flow test conducted on October 5, 2016 resulted in the following water pressure and volume taken at the above location: Static: 80 Residual: 76 Pitol: 49 Test Conducted By: Clint Charles Witnessed By: Dale Pickering W4th S (n v p n Cc (� ' �l Tusc�a`y Atburg Plaza Brookside Village @rtmanis Ap`arlments PHOEiNIX FIRE BOISE PHOENIX FIRE IDAHO FALLS 4130 AIRPORT ROAD 59-26845S NAMPA, ID 83687 IDAHO FALLS, ID 83402 PH: (208) 468-0115 PII: (208) 313-7153 FAX: (208) 461-0117 208-700-6247