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HomeMy WebLinkAboutFile Documents.230 E Hopkins Ave.0089.2018 (15).ACBK Project Name : MOUNTAIN FORGE BUILDING Drawing No. : Project Location: 230 E HOPKINS City: ASPEN, COLORADO 81611 CALCULATION SUMMARY Design Areas Design Area Name Min. Density Area of Application Occupancy Calculated Heads Min. Pressure Hose Streams Total Water Pressure @ Source Margin To Source (gpm/ft²)(ft²)#(psi)(gpm)(gpm)(psi)(psi) Min. Flow (gpm) Calc. Mode (Model) 1 900 518.8 Required 65.2 0.2 26 10 250 32.521.6Demand (HW) 2 900 576.2 Required 64.3 0.2 26 11 250 33.121.6Demand (HW) 3 900 575.6 Required 89.2 0.2 26 11 250 8.221.6Demand (HW) 4 1950 449.8 Required 85.5 0.15 15 18 100 12.57.2Demand (HW) 5 265 329.4 Required 46.5 0.2 26 3 250 51.921.6Demand (HW) Date 1/16/2019 Page 1Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$ KubedFire Suppression 08/14/2019 Reviewed by Engineering 08/23/2019 3:30:39 PM "It should be known that this review shall not relieve the applicant of their responsibility to comply with the requirements of the City of Aspen. The review and approval by the City is offered only to assist the applicant's understanding of the applicable Engineering requirements." The issuance of a permit based on construction documents and other data shall not prevent the City of Aspen from requiring the correction of errors in the construction documents and other data. Design Remote Area Name Remote Area Location Occupancy Classification Density (gpm/ft²) Area of Application (ft²) Coverage per Sprinkler (ft²) Number of Calculated Sprinklers In-Rack Demand (gpm) Special Heads Hose Streams (gpm) Total Water Required (incl. Hose Streams) (gpm) Required Pressure at Source (psi) Type of System Volume - Entire System (gal) 1 MAIN LEVEL (NE CORNER) 0.2 900 130 10 0 250 518.8 65.2 Wet 117.5 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 10-23-18 North Monarch St. SRC QR REDUCTION APPLIED Project Name : MOUNTAIN FORGE BUILDING Contract No. : Project Location: 230 E HOPKINS City: ASPEN, COLORADO 81611 Date: 1/5/2019 Name of Contractor: KUBED FIRE SUPRESSION Address: 19 Lindvig Court – Suite #202 Phone Number: 970-366-1048 Name of Designer: KUBED Authority Having Jurisdiction: ASPEN FIRE DEPT. City: ASPEN, COLORADO 81611 E-mail: jeff@kubedfire.com Job Information Contractor Information Notes Date 1/16/2019 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Job : MOUNTAIN FORGE BUILDING Diagram for Design Area : 1 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 1/16/2019 Page 3Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Job : MOUNTAIN FORGE BUILDING Hydraulic Analysis for : 1 Water Supply Parameters Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft³) Fluid Dynamic Viscosity, (lb·s/ft²) Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Supply 1 : SRC Flow (gpm)Pressure (psi) 0 99 1547 89 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis SRC 99 89 1547 98.6 518.8 65.2 Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 268.8 0 0 268.8 Required Margin of Safety (psi) SRC - Pressure (psi) SRC - Flow (gpm) Demand w/o System Pump(s) 0 65.2 268.8 N/A Sprinklers Other Date 1/16/2019 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Job : MOUNTAIN FORGE BUILDING Hydraulic Analysis for : 1 Flow, gpm Pr e s s u r e , p s i 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 S1 S2 87.094 D1 D2D2 D3 97.7 psi @ 518.8 gpm Supply System Demand Add. Out. Hose Available At Source 0 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 Date 1/16/2019 Page 5Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Job : MOUNTAIN FORGE BUILDING Hydraulic Analysis for : 1 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 99Supply point #1 - Static 1547S2 89Supply point #2 - Residual 0D1 10Elevation Pressure 268.8D2 65.2System Demand 518.8D3 65.2System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 346.6Supply98.4 32.5 518.8 Open Heads Head Ref. DensityDensity K-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required Calculated Head Type S101 5.6 0.2 26 21.6 0.206 22.926.8130Overhead Sprinkler S102 5.6 0.2 26 21.6 0.209 23.527.1130Overhead Sprinkler S103 5.6 0.2 26 21.6 0.2 21.626130Overhead Sprinkler S104 5.6 0.2 26 21.6 0.203 22.326.4130Overhead Sprinkler S105 5.6 0.2 26 21.6 0.207 23.227130Overhead Sprinkler S106 5.6 0.2 26 21.6 0.21 23.727.3130Overhead Sprinkler S107 5.6 0.2 26 21.6 0.205 22.626.6130Overhead Sprinkler S108 5.6 0.2 26 21.6 0.201 21.826.2130Overhead Sprinkler S109 5.6 0.2 26 21.6 0.212 24.127.5130Overhead Sprinkler S110 5.6 0.2 26 21.6 0.215 24.927.9130Overhead Sprinkler Date 1/16/2019 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Job : MOUNTAIN FORGE BUILDING Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Type Hgroup Fitting K-Fact. Stat. Pres. gpm/psi½ psi Elev Coverage ft ft² X Y ft ft S103 Overhead Sprinkler HEAD 5.6 0 9 130 63602.83 9850.71 S108 Overhead Sprinkler HEAD 5.6 0 9 130 63593.56 9850.71 S104 Overhead Sprinkler HEAD 5.6 0 9 130 63602.83 9864.71 S107 Overhead Sprinkler HEAD 5.6 0 9 130 63593.56 9864.71 S101 Overhead Sprinkler HEAD 5.6 0 9 130 63603.48 9885.69 S105 Overhead Sprinkler HEAD 5.6 0 9 130 63594.15 9885.69 S102 Overhead Sprinkler HEAD 5.6 0 9 130 63603.48 9876.13 S106 Overhead Sprinkler HEAD 5.6 0 9 130 63594.15 9876.13 S109 Overhead Sprinkler HEAD 5.6 0 9 130 63581.64 9858.58 S110 Overhead Sprinkler HEAD 5.6 0 9 130 63581.16 9864.56 396 Node NODE us.Tee 0 9.33 63602.83 9850.71 001 Node NODE us.Tee 0 9.33 63593.56 9850.71 395 Node NODE us.Tee 0 9.33 63602.83 9864.71 003 Node NODE us.Tee 0 9.33 63593.56 9864.71 393 Node NODE us.Tee 0 9.33 63603.48 9885.69 399 Node NODE us.Tee 0 9.33 63594.15 9885.69 392 Node NODE us.Tee 0 9.33 63603.48 9876.13 398 Node NODE us.Tee 0 9.33 63594.15 9876.13 121 Node NODE us.Tee 0 9.33 63581.64 9858.58 118 Node NODE us.Tee 0 9.33 63581.16 9864.56 390 Node NODE us.Tee 0 9.33 63603.48 9873.64 389 Node NODE us.Tee 0 9.33 63602.83 9873.64 388 Node NODE us.Tee 0 9.33 63594.15 9873.64 004 Node NODE us.Tee 0 9.33 63593.56 9873.64 006 Node NODE us.Tee 0 9.33 63581.16 9873.64 Date 1/16/2019 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Job : MOUNTAIN FORGE BUILDING Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Type Hgroup Fitting K-Fact. Stat. Pres. gpm/psi½ psi Elev Coverage ft ft² X Y ft ft 005 Node NODE us.Tee 0 9.33 63585.17 9873.64 125-O Node NODE coupling 0 9.33 63585.17 9873.32 125-I Node NODE coupling 0 9.33 63585.17 9872.24 126-O Node NODE coupling 0 9.33 63585.17 9872.04 126-I Node NODE coupling 0 9.33 63585.17 9871.71 136 Node NODE us.90 0 -2.11 63585.17 9870.58 168-O Node NODE coupling 0 -4.83 63574.13 9887.7 168-I Node NODE coupling 0 -5.91 63574.13 9887.7 170-O Node NODE coupling 0 -8.11 63574.13 9888.06 170-I Node NODE coupling 0 -8.11 63574.13 9889.62 176-O Node NODE coupling 0 -12.17 63525.34 9877.32 176-I Node NODE coupling 0 -12.92 63525.34 9877.32 177 Node NODE us.90 0 -14.11 63525.34 9877.32 178-O Node NODE coupling 0 -14.11 63496.96 9877.32 178-I Node NODE coupling 0 -14.11 63496.21 9877.32 179 Node NODE us.Tee 0 -14.11 63495.23 9877.32 SRC Supply SUPPLY 0 -14.11 63495.23 9876.32 Date 1/16/2019 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Hydraulic CalculationsJob : MOUNTAIN FORGE BUILDING PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 1Path No: S103 396 9 9.33 5.6 26 26 1 1.049 1x(us.Tee-Br)=5 0.33 5 5.33 120 0.2108 21.6 -0.1 1.1 396 395 9.33 9.33 0 26 1.25 1.38 14 0 14 120 0.0554 22.5 0 0.8 395 389 9.33 9.33 26.4 52.4 1.25 1.38 1x(us.Tee-Br)=6 8.93 6 14.93 120 0.2033 23.3 0 3 389 388 9.33 9.33 53.9 106.4 2.5 2.635 8.68 0 8.68 120 0.0323 26.3 0 0.3 388 004 9.33 9.33 54.2 160.6 2.5 2.635 0.59 0 0.59 120 0.0692 26.6 0 0.0 004 005 9.33 9.33 52.8 213.4 2.5 2.635 1x(us.Tee-Br)=16.47 8.39 16.47 24.87 120 0.1172 26.7 0 2.9 005 125-O 9.33 9.33 55.4 268.8 2.5 2.635 1x(coupling)=1.37 0.32 1.37 1.7 120 0.1797 29.6 0 0.3 125-O 125-I 9.33 9.33 0 268.8 2.5 0 1.08 0 1.08 0 0.1765 29.9 0 0.2 RISER MANIFOLD *** 125-I 126-O 9.33 9.33 0 268.8 2.5 2.635 1x(coupling)=1.37 0.74 1.37 2.12 120 0.1797 30.1 0 0.4 126-O 126-I 9.33 9.33 0 268.8 2.5 0 0.32 0 0.32 0 5.9285 30.5 0 1.9 BFV-N *** 126-I 136 9.33 -2.11 0 268.8 2.5 2.635 1x(us.90)=8.24 1x(us.Tee-Br)=16.47 12.59 24.71 37.3 120 0.1797 32.4 5 6.7 136 168-O -2.11 -4.83 0 268.8 3 3.26 1x(coupling)=1.34 3x(us.Tee-Br)=60.48 1x(us.90)=9.41 30.88 71.23 102.11 120 0.0637 44 1.2 6.5 168-O 168-I -4.83 -5.91 0 268.8 3 0 1.08 0 1.08 0 0.6073 51.7 0.5 0.7 RISER MANIFOLD *** 168-I 170-O -5.91 -8.11 0 268.8 3 3.26 1x(coupling)=1.34 2.56 1.34 3.9 120 0.0637 52.8 1 0.2 170-O 170-I -8.11 -8.11 0 268.8 4 0 1.56 0 1.56 0 3.014 54 0 4.7 Deringer *** 170-I 176-O -8.11 -12.17 0 268.8 4 4.26 1x(coupling)=1.32 5x(us.90)=65.84 79.97 67.15 147.12 120 0.0173 58.7 1.8 2.5 Date 1/16/2019 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Hydraulic CalculationsJob : MOUNTAIN FORGE BUILDING PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 1Path No: 176-O 176-I -12.17 -12.92 0 268.8 4 0 0.75 0 0.75 0 0.1372 63 0.3 0.1 GATE VALVE *** 176-I 177 -12.92 -14.11 0 268.8 4 4.26 1x(us.90)=13.17 1.2 13.17 14.36 120 0.0173 63.5 0.5 0.2 177 178-O -14.11 -14.11 0 268.8 4 4.3 1x(coupling)=1.83 30 1.83 31.83 140 0.0124 64.2 0 0.4 178-O 178-I -14.11 -14.11 0 268.8 4 0 0.75 0 0.75 0 0.1372 64.6 0 0.1 GATE VALVE *** 178-I 179 -14.11 -14.11 0 268.8 4 4.3 1x(us.Tee-Br)=36.66 0.98 36.66 37.63 140 0.0124 64.7 0 0.5 179 SRC -14.11 -14.11 0 268.8 8 7.98 1 0 1 150 0.0005 65.2 0 0 SRC 65.2 2Path No: S108 001 9 9.33 5.6 26.2 26.2 1 1.049 1x(us.Tee-Br)=5 0.33 5 5.33 120 0.2132 21.8 -0.1 1.1 001 003 9.33 9.33 0 26.2 1.25 1.38 14 0 14 120 0.0561 22.8 0 0.8 003 004 9.33 9.33 26.6 52.8 1.25 1.38 1x(us.Tee-Br)=6 8.93 6 14.93 120 0.2056 23.6 0 3.1 004 26.7 3Path No: S104 395 9 9.33 5.6 26.4 26.4 1 1.049 1x(us.Tee-Br)=5 0.33 5 5.33 120 0.2175 22.3 -0.1 1.2 395 23.3 4Path No: S107 003 9 9.33 5.6 26.6 26.6 1 1.049 1x(us.Tee-Br)=5 0.33 5 5.33 120 0.22 22.6 -0.1 1.2 003 23.6 Date 1/16/2019 Page 10Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Hydraulic CalculationsJob : MOUNTAIN FORGE BUILDING PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 5Path No: S101 393 9 9.33 5.6 26.8 26.8 1 1.049 1x(us.Tee-Br)=5 0.33 5 5.33 120 0.2231 22.9 -0.1 1.2 393 392 9.33 9.33 0 26.8 1.25 1.38 9.56 0 9.56 120 0.0587 24 0 0.6 392 390 9.33 9.33 27.1 53.9 1.25 1.38 1x(us.Tee-Br)=6 2.48 6 8.48 120 0.2141 24.5 0 1.8 390 389 9.33 9.33 0 53.9 2.5 2.635 0.66 0 0.66 120 0.0092 26.3 0 0 389 26.3 6Path No: S105 399 9 9.33 5.6 27 27 1 1.049 1x(us.Tee-Br)=5 0.33 5 5.33 120 0.2254 23.2 -0.1 1.2 399 398 9.33 9.33 0 27 1.25 1.38 9.56 0 9.56 120 0.0593 24.2 0 0.6 398 388 9.33 9.33 27.3 54.2 1.25 1.38 1x(us.Tee-Br)=6 2.48 6 8.48 120 0.2163 24.8 0 1.8 388 26.6 7Path No: S102 392 9 9.33 5.6 27.1 27.1 1 1.049 1x(us.Tee-Br)=5 0.33 5 5.33 120 0.2279 23.5 -0.1 1.2 392 24.5 8Path No: S106 398 9 9.33 5.6 27.3 27.3 1 1.049 1x(us.Tee-Br)=5 0.33 5 5.33 120 0.2302 23.7 -0.1 1.2 398 24.8 Date 1/16/2019 Page 11Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Hydraulic CalculationsJob : MOUNTAIN FORGE BUILDING PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 9Path No: S109 121 9 9.33 5.6 27.5 27.5 1 1.049 1x(us.Tee-Br)=5 0.33 5 5.33 120 0.2339 24.1 -0.1 1.2 121 118 9.33 9.33 0 27.5 1.25 1.38 2x(us.90)=6 6.45 6 12.45 120 0.0615 25.2 0 0.8 118 006 9.33 9.33 27.9 55.4 1.25 1.38 1x(us.Tee-Br)=6 9.08 6 15.08 120 0.2252 26 0 3.4 006 005 9.33 9.33 0 55.4 2.5 2.635 1x(us.Tee-Br)=16.47 4.01 16.47 20.48 120 0.0097 29.4 0 0.2 005 29.6 10Path No: S110 118 9 9.33 5.6 27.9 27.9 1 1.049 1x(us.Tee-Br)=5 0.33 5 5.33 120 0.2405 24.9 -0.1 1.3 118 26 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. *** 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. * Maximum Velocity of 15.81 ft/s occurs in the following pipe(s): (125-O-005), (126-O-125-I), (136-126-I) Date 1/16/2019 Page 12Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Design Remote Area Name Remote Area Location Occupancy Classification Density (gpm/ft²) Area of Application (ft²) Coverage per Sprinkler (ft²) Number of Calculated Sprinklers In-Rack Demand (gpm) Special Heads Hose Streams (gpm) Total Water Required (incl. Hose Streams) (gpm) Required Pressure at Source (psi) Type of System Volume - Entire System (gal) 2 BASEMENT LEVEL (SOUTH) 0.2 900 130 11 0 250 576.2 64.3 Wet 121.8 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 10-23-18 North Monarch St. SRC QR REDUCITON Project Name : MOUNTAIN FORGE BUILDING Contract No. : Project Location: 230 E HOPKINS City: ASPEN, COLORADO 81611 Date: 1/5/2019 Name of Contractor: KUBED FIRE SUPRESSION Address: 19 Lindvig Court – Suite #202 Phone Number: 970-366-1048 Name of Designer: KUBED Authority Having Jurisdiction: ASPEN FIRE DEPT. City: ASPEN, COLORADO 81611 E-mail: jeff@kubedfire.com Job Information Contractor Information Notes Date 1/16/2019 Page 13Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Job : MOUNTAIN FORGE BUILDING Diagram for Design Area : 2 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 1/16/2019 Page 14Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Job : MOUNTAIN FORGE BUILDING Hydraulic Analysis for : 2 Water Supply Parameters Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft³) Fluid Dynamic Viscosity, (lb·s/ft²) Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Supply 1 : SRC Flow (gpm)Pressure (psi) 0 99 1547 89 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis SRC 99 89 1547 98.4 576.2 64.3 Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 326.2 0 0 326.2 Required Margin of Safety (psi) SRC - Pressure (psi) SRC - Flow (gpm) Demand w/o System Pump(s) 0 64.3 326.2 N/A Sprinklers Other Date 1/16/2019 Page 15Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Job : MOUNTAIN FORGE BUILDING Hydraulic Analysis for : 2 Flow, gpm Pr e s s u r e , p s i 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 S1 S2 87.094 D1 D2D2 D3 97.4 psi @ 576.2 gpm Supply System Demand Add. Out. Hose Available At Source 0 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 Date 1/16/2019 Page 16Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Job : MOUNTAIN FORGE BUILDING Hydraulic Analysis for : 2 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 99Supply point #1 - Static 1547S2 89Supply point #2 - Residual 0D1 5.2Elevation Pressure 326.2D2 64.3System Demand 576.2D3 64.3System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 416.7Supply98.1 33.1 576.2 Open Heads Head Ref. DensityDensity K-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required Calculated Head Type S201 5.6 0.2 26 21.6 0.2 21.626130Overhead Sprinkler S202 5.6 0.2 26 21.6 0.236 29.930.6130Overhead Sprinkler S203 5.6 0.2 26 21.6 0.209 23.527.1130Overhead Sprinkler S204 5.6 0.2 26 21.6 0.216 25.128.1130Overhead Sprinkler S205 5.6 0.2 26 21.6 0.245 32.531.9130Overhead Sprinkler S206 5.6 0.2 26 21.6 0.246 32.732130Overhead Sprinkler S207 5.6 0.2 26 21.6 0.224 26.929.1130Overhead Sprinkler S208 5.6 0.2 26 21.6 0.264 37.534.3130Overhead Sprinkler S209 5.6 0.2 26 21.6 0.227 27.829.5130Overhead Sprinkler S210 5.6 0.2 26 21.6 0.223 26.929130Overhead Sprinkler S211 5.6 0.2 26 21.6 0.22 2628.6130Overhead Sprinkler Date 1/16/2019 Page 17Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Job : MOUNTAIN FORGE BUILDING Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Type Hgroup Fitting K-Fact. Stat. Pres. gpm/psi½ psi Elev Coverage ft ft² X Y ft ft 134 Node NODE us.Tee 0 -2.11 63574.13 9887.7 135 Node NODE us.Tee 0 -2.11 63573.45 9887.7 140 Node NODE us.Tee 0 -2.11 63545.28 9873.64 141 Node NODE us.Tee 0 -2.11 63530.28 9873.64 143 Node NODE us.Tee 0 -2.11 63530.28 9874.52 144 Node NODE us.Tee 0 -2.11 63530.28 9880.33 145 Node NODE us.Tee 0 -2.11 63530.28 9888.52 148 Node NODE us.Tee 0 -2.11 63572.47 9868.87 149 Node NODE us.Tee 0 -2.11 63545.28 9874.52 150 Node NODE us.Tee 0 -2.11 63545.28 9888.52 152 Node NODE us.Tee 0 -2.11 63537.78 9873.64 157 Node NODE us.Tee 0 -2.11 63537.78 9874.52 158 Node NODE us.Tee 0 -2.11 63537.78 9888.52 168-I Node NODE coupling 0 -5.91 63574.13 9887.7 168-O Node NODE coupling 0 -4.83 63574.13 9887.7 170-I Node NODE coupling 0 -8.11 63574.13 9889.62 170-O Node NODE coupling 0 -8.11 63574.13 9888.06 176-I Node NODE coupling 0 -12.92 63525.34 9877.32 176-O Node NODE coupling 0 -12.17 63525.34 9877.32 177 Node NODE us.90 0 -14.11 63525.34 9877.32 178-I Node NODE coupling 0 -14.11 63496.21 9877.32 178-O Node NODE coupling 0 -14.11 63496.96 9877.32 179 Node NODE us.Tee 0 -14.11 63495.23 9877.32 209 Node NODE us.Tee 0 -2.11 63544.91 9868.87 210 Node NODE us.Tee 0 -2.11 63534.91 9868.87 Date 1/16/2019 Page 18Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Job : MOUNTAIN FORGE BUILDING Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Type Hgroup Fitting K-Fact. Stat. Pres. gpm/psi½ psi Elev Coverage ft ft² X Y ft ft 212 Node NODE us.Tee 0 -2.11 63534.91 9866.58 213 Node NODE us.Tee 0 -2.11 63534.91 9865.05 214 Node NODE us.90 0 -2.11 63534.91 9856.05 216 Node NODE us.Tee 0 -2.11 63544.91 9865.05 S201 Overhead Sprinkler HEAD 5.6 0 -2.45 130 63524.82 9877.91 S202 Overhead Sprinkler HEAD 5.6 0 -2.03 130 63526.07 9866.58 S203 Overhead Sprinkler HEAD 5.6 0 -2.45 130 63530.28 9888.52 S204 Overhead Sprinkler HEAD 5.6 0 -2.45 130 63530.28 9874.52 S205 Overhead Sprinkler HEAD 5.6 0 -2.03 130 63534.91 9865.05 S206 Overhead Sprinkler HEAD 5.6 0 -2.03 130 63534.91 9856.05 S207 Overhead Sprinkler HEAD 5.6 0 -2.45 130 63545.28 9888.52 S208 Overhead Sprinkler HEAD 5.6 0 -2.03 130 63544.91 9865.05 S209 Overhead Sprinkler HEAD 5.6 0 -2.45 130 63545.28 9874.52 S210 Overhead Sprinkler HEAD 5.6 0 -2.45 130 63537.78 9874.52 S211 Overhead Sprinkler HEAD 5.6 0 -2.45 130 63537.78 9888.52 SRC Supply SUPPLY 0 -14.11 63495.23 9876.32 Date 1/16/2019 Page 19Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Hydraulic CalculationsJob : MOUNTAIN FORGE BUILDING PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 1Path No: S201 144 -2.45 -2.11 5.6 26 26 1 1.049 1x(us.Tee-Br)=5 2x(us.90)=4 8.22 9 17.22 120 0.2108 21.6 -0.1 3.6 144 143 -2.11 -2.11 27.1 53.1 1.25 1.38 5.81 0 5.81 120 0.2083 25 0 1.2 143 141 -2.11 -2.11 28.1 81.2 1.25 1.38 1x(us.Tee-Br)=6 0.89 6 6.89 120 0.4568 26.3 0 3.1 141 152 -2.11 -2.11 0 81.2 2 2.157 7.5 0 7.5 120 0.0519 29.4 0 0.4 152 140 -2.11 -2.11 57.6 138.8 2 2.157 7.5 0 7.5 120 0.14 29.8 0 1.1 140 135 -2.11 -2.11 58.6 197.4 2 2.157 2x(us.90)=12.31 42.24 12.31 54.54 120 0.2689 30.8 0 14.7 135 134 -2.11 -2.11 0 197.4 3 3.26 1x(us.Tee-Br)=20.16 0.68 20.16 20.84 120 0.036 45.5 0 0.7 134 168-O -2.11 -4.83 128.9 326.2 3 3.26 1x(coupling)=1.34 2.71 1.34 4.06 120 0.0912 46.3 1.2 0.4 168-O 168-I -4.83 -5.91 0 326.2 3 0 1.08 0 1.08 0 0.8358 47.8 0.5 0.9 RISER MANIFOLD *** 168-I 170-O -5.91 -8.11 0 326.2 3 3.26 1x(coupling)=1.34 2.56 1.34 3.9 120 0.0912 49.2 1 0.4 170-O 170-I -8.11 -8.11 0 326.2 4 0 1.56 0 1.56 0 3.6969 50.5 0 5.8 Deringer *** 170-I 176-O -8.11 -12.17 0 326.2 4 4.26 1x(coupling)=1.32 5x(us.90)=65.84 79.97 67.15 147.12 120 0.0248 56.2 1.8 3.6 176-O 176-I -12.17 -12.92 0 326.2 4 0 0.75 0 0.75 0 0.1428 61.6 0.3 0.1 GATE VALVE *** 176-I 177 -12.92 -14.11 0 326.2 4 4.26 1x(us.90)=13.17 1.2 13.17 14.36 120 0.0248 62.1 0.5 0.4 177 178-O -14.11 -14.11 0 326.2 4 4.3 1x(coupling)=1.83 30 1.83 31.83 140 0.0178 63 0 0.6 178-O 178-I -14.11 -14.11 0 326.2 4 0 0.75 0 0.75 0 0.1428 63.5 0 0.1 GATE VALVE *** Date 1/16/2019 Page 20Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Hydraulic CalculationsJob : MOUNTAIN FORGE BUILDING PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 1Path No: 178-I 179 -14.11 -14.11 0 326.2 4 4.3 1x(us.Tee-Br)=36.66 0.98 36.66 37.63 140 0.0178 63.6 0 0.7 179 SRC -14.11 -14.11 0 326.2 8 7.98 1 0 1 150 0.0008 64.3 0 0 SRC 64.3 2Path No: S203 145 -2.45 -2.11 5.6 27.1 27.1 1 1.049 1x(us.Tee-Br)=5 0.33 5 5.33 120 0.2281 23.5 -0.1 1.2 145 144 -2.11 -2.11 0 27.1 1.25 1.38 8.19 0 8.19 120 0.06 24.6 0 0.5 144 25 3Path No: S204 143 -2.45 -2.11 5.6 28.1 28.1 1 1.049 1x(us.Tee-Br)=5 0.33 5 5.33 120 0.2427 25.1 -0.1 1.3 143 26.3 4Path No: S211 158 -2.45 -2.11 5.6 28.6 28.6 1 1.049 1x(us.Tee-Br)=5 0.33 5 5.33 120 0.2508 26 -0.1 1.3 158 157 -2.11 -2.11 0 28.6 1.25 1.38 14 0 14 120 0.066 27.2 0 0.9 157 152 -2.11 -2.11 29 57.6 1.25 1.38 1x(us.Tee-Br)=6 0.89 6 6.89 120 0.2418 28.1 0 1.7 152 29.8 5Path No: S210 157 -2.45 -2.11 5.6 29 29 1 1.049 1x(us.Tee-Br)=5 0.33 5 5.33 120 0.2586 26.9 -0.1 1.4 157 28.1 Date 1/16/2019 Page 21Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Hydraulic CalculationsJob : MOUNTAIN FORGE BUILDING PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 6Path No: S207 150 -2.45 -2.11 5.6 29.1 29.1 1 1.049 1x(us.Tee-Br)=5 0.33 5 5.33 120 0.259 26.9 -0.1 1.4 150 149 -2.11 -2.11 0 29.1 1.25 1.38 14 0 14 120 0.0681 28.2 0 1 149 140 -2.11 -2.11 29.5 58.6 1.25 1.38 1x(us.Tee-Br)=6 0.89 6 6.89 120 0.2497 29.1 0 1.7 140 30.8 7Path No: S209 149 -2.45 -2.11 5.6 29.5 29.5 1 1.049 1x(us.Tee-Br)=5 0.33 5 5.33 120 0.2671 27.8 -0.1 1.4 149 29.1 8Path No: S202 212 -2.03 -2.11 5.6 30.6 30.6 1 1.049 1x(us.Tee-Br)=5 1x(us.90)=2 8.93 7 15.93 120 0.2857 29.9 0.0 4.6 212 210 -2.11 -2.11 63.9 94.6 1.25 1.38 1x(us.Tee-Br)=6 2.3 6 8.3 120 0.6057 34.5 0 5 210 209 -2.11 -2.11 0 94.6 2 2.157 10 0 10 120 0.0688 39.6 0 0.7 209 148 -2.11 -2.11 34.3 128.9 2 2.157 1x(us.Tee-Br)=12.31 27.56 12.31 39.86 120 0.1221 40.2 0 4.9 148 134 -2.11 -2.11 0 128.9 3 3.26 1x(us.Tee-Br)=20.16 3x(us.90)=28.22 21.91 48.38 70.29 120 0.0163 45.1 0 1.1 134 46.3 9Path No: S205 213 -2.03 -2.11 5.6 31.9 31.9 1 1.049 1x(us.Tee-Br)=5 0.08 5 5.08 120 0.3081 32.5 0.0 1.6 213 212 -2.11 -2.11 32 63.9 1.25 1.38 1.53 0 1.53 120 0.2933 34.1 0 0.4 212 34.5 Date 1/16/2019 Page 22Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Hydraulic CalculationsJob : MOUNTAIN FORGE BUILDING PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 10Path No: S206 214 -2.03 -2.11 5.6 32 32 1 1.049 1x(us.90)=2 0.08 2 2.08 120 0.3097 32.7 0.0 0.6 214 213 -2.11 -2.11 0 32 1.25 1.38 9 0 9 120 0.0815 33.3 0 0.7 213 34.1 11Path No: S208 216 -2.03 -2.11 5.6 34.3 34.3 1 1.049 1x(us.Tee-Br)=5 0.08 5 5.08 120 0.352 37.5 0.0 1.8 216 209 -2.11 -2.11 0 34.3 1.25 1.38 1x(us.Tee-Br)=6 3.83 6 9.83 120 0.0926 39.3 0 0.9 209 40.2 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. *** 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. * Maximum Velocity of 20.28 ft/s occurs in the following pipe(s): (210-212) Date 1/16/2019 Page 23Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Design Remote Area Name Remote Area Location Occupancy Classification Density (gpm/ft²) Area of Application (ft²) Coverage per Sprinkler (ft²) Number of Calculated Sprinklers In-Rack Demand (gpm) Special Heads Hose Streams (gpm) Total Water Required (incl. Hose Streams) (gpm) Required Pressure at Source (psi) Type of System Volume - Entire System (gal) 3 MAIN LEVEL (WEST SIDE) 0.2 900 130 11 0 250 575.6 89.2 Wet 138.7 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 10-23-18 North Monarch St. SRC QR REDUCTION APPLIED Project Name : MOUNTAIN FORGE BUILDING Contract No. : Project Location: 230 E HOPKINS City: ASPEN, COLORADO 81611 Date: 1/5/2019 Name of Contractor: KUBED FIRE SUPRESSION Address: 19 Lindvig Court – Suite #202 Phone Number: 970-366-1048 Name of Designer: KUBED Authority Having Jurisdiction: ASPEN FIRE DEPT. City: ASPEN, COLORADO 81611 E-mail: jeff@kubedfire.com Job Information Contractor Information Notes Date 1/16/2019 Page 24Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Job : MOUNTAIN FORGE BUILDING Diagram for Design Area : 3 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 1/16/2019 Page 25Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Job : MOUNTAIN FORGE BUILDING Hydraulic Analysis for : 3 Water Supply Parameters Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft³) Fluid Dynamic Viscosity, (lb·s/ft²) Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Supply 1 : SRC Flow (gpm)Pressure (psi) 0 99 1547 89 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis SRC 99 89 1547 98.4 575.6 89.2 Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 325.6 0 0 325.6 Required Margin of Safety (psi) SRC - Pressure (psi) SRC - Flow (gpm) Demand w/o System Pump(s) 0 89.2 325.6 N/A Sprinklers Other Date 1/16/2019 Page 26Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Job : MOUNTAIN FORGE BUILDING Hydraulic Analysis for : 3 Flow, gpm Pr e s s u r e , p s i 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 S1 S2 87.094 D1 D2D2 D3 97.4 psi @ 575.6 gpm Supply System Demand Add. Out. Hose Available At Source 0 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 Date 1/16/2019 Page 27Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Job : MOUNTAIN FORGE BUILDING Hydraulic Analysis for : 3 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 99Supply point #1 - Static 1547S2 89Supply point #2 - Residual 0D1 9.9Elevation Pressure 325.6D2 89.2System Demand 575.6D3 89.2System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 345.4Supply98.4 8.2 575.6 Open Heads Head Ref. DensityDensity K-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required Calculated Head Type S301 5.6 0.2 26 21.6 0.233 29.230.3130Overhead Sprinkler S302 5.6 0.2 26 21.6 0.233 29.230.3130Overhead Sprinkler S303 5.6 0.2 26 21.6 0.233 29.230.3130Overhead Sprinkler S304 5.6 0.2 26 21.6 0.23 28.630130Overhead Sprinkler S305 5.6 0.2 26 21.6 0.232 29.130.2130Overhead Sprinkler S306 5.6 0.2 26 21.6 0.234 29.530.4130Overhead Sprinkler S307 5.6 0.2 26 21.6 0.2 21.626130Overhead Sprinkler S308 5.6 0.2 26 21.6 0.217 25.328.2130Overhead Sprinkler S309 5.6 0.2 26 21.6 0.246 32.531.9130Overhead Sprinkler S310 5.6 0.2 26 21.6 0.244 3231.7130Overhead Sprinkler S311 5.6 0.2 26 21.6 0.203 22.326.4130Overhead Sprinkler Date 1/16/2019 Page 28Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Job : MOUNTAIN FORGE BUILDING Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Type Hgroup Fitting K-Fact. Stat. Pres. gpm/psi½ psi Elev Coverage ft ft² X Y ft ft 009 Node NODE us.Tee 0 9.33 63575.98 9873.64 013 Node NODE us.Tee 0 9.33 63548.75 9873.64 014 Node NODE us.Tee 0 9.33 63539.63 9873.64 015 Node NODE us.Tee 0 9.33 63538.73 9873.64 016 Node NODE us.Tee 0 9.33 63534.47 9873.64 020 Node NODE us.Tee 0 9.33 63531.03 9880.03 021 Node NODE us.Tee 0 9.33 63522.53 9880.03 023 Node NODE us.Tee 0 9.33 63522.53 9881.75 032 Node NODE us.Tee 0 9.33 63531.03 9881.75 037 Node NODE us.Tee 0 9.33 63538.73 9867.99 039 Node NODE us.Tee 0 9.33 63534.71 9862.64 049 Node NODE us.Tee 0 9.33 63526.42 9867.99 051 Node NODE us.Tee 0 9.33 63534.71 9857.3 057 Node NODE us.Tee 0 9.33 63539.63 9881.75 060 Node NODE us.Tee 0 9.33 63548.75 9874.17 063 Node NODE us.Tee 0 9.33 63549.63 9879.75 077 Node NODE us.Tee 0 9.33 63548.75 9867.78 079 Node NODE us.Tee 0 9.33 63548.75 9864.9 080 Node NODE us.Tee 0 9.33 63548.75 9858.59 125-I Node NODE coupling 0 9.33 63585.17 9872.24 125-O Node NODE coupling 0 9.33 63585.17 9873.32 126-I Node NODE coupling 0 9.33 63585.17 9871.71 126-O Node NODE coupling 0 9.33 63585.17 9872.04 136 Node NODE us.90 0 -2.11 63585.17 9870.58 168-I Node NODE coupling 0 -5.91 63574.13 9887.7 Date 1/16/2019 Page 29Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Job : MOUNTAIN FORGE BUILDING Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Type Hgroup Fitting K-Fact. Stat. Pres. gpm/psi½ psi Elev Coverage ft ft² X Y ft ft 168-O Node NODE coupling 0 -4.83 63574.13 9887.7 170-I Node NODE coupling 0 -8.11 63574.13 9889.62 170-O Node NODE coupling 0 -8.11 63574.13 9888.06 176-I Node NODE coupling 0 -12.92 63525.34 9877.32 176-O Node NODE coupling 0 -12.17 63525.34 9877.32 177 Node NODE us.90 0 -14.11 63525.34 9877.32 178-I Node NODE coupling 0 -14.11 63496.21 9877.32 178-O Node NODE coupling 0 -14.11 63496.96 9877.32 179 Node NODE us.Tee 0 -14.11 63495.23 9877.32 S301 Overhead Sprinkler HEAD 5.6 0 8.83 130 63522.53 9881.75 S302 Overhead Sprinkler HEAD 5.6 0 8.83 130 63531.03 9881.75 S303 Overhead Sprinkler HEAD 5.6 0 8.83 130 63539.63 9881.75 S304 Overhead Sprinkler HEAD 5.6 0 8.83 130 63549.63 9879.75 S305 Overhead Sprinkler HEAD 5.6 0 8.83 130 63534.47 9875.17 S306 Overhead Sprinkler HEAD 5.6 0 8.83 130 63548.75 9874.17 S307 Overhead Sprinkler HEAD 5.6 0 8 130 63526.42 9867.99 S308 Overhead Sprinkler HEAD 5.6 0 8 130 63538.73 9867.99 S309 Overhead Sprinkler HEAD 5.6 0 8 130 63548.75 9864.9 S310 Overhead Sprinkler HEAD 5.6 0 8 130 63548.75 9858.59 S311 Overhead Sprinkler HEAD 5.6 0 8 130 63534.71 9857.3 SRC Supply SUPPLY 0 -14.11 63495.23 9876.32 Date 1/16/2019 Page 30Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Hydraulic CalculationsJob : MOUNTAIN FORGE BUILDING PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 1Path No: S307 049 8 9.33 5.6 26 26 1 1.049 1x(us.Tee-Br)=5 1.33 5 6.33 120 0.2108 21.6 -0.6 1.3 049 039 9.33 9.33 0 26 1.25 1.38 1x(us.Tee-Br)=6 2x(us.90)=6 13.64 12 25.64 120 0.0554 22.3 0 1.4 039 037 9.33 9.33 26.4 52.4 1.25 1.38 1x(us.90)=3 9.36 3 12.36 120 0.2033 23.7 0 2.5 037 015 9.33 9.33 28.2 80.6 1.25 1.38 1x(us.Tee-Br)=6 5.66 6 11.66 120 0.4505 26.2 0 5.3 015 014 9.33 9.33 90.7 171.3 2.5 2.635 0.9 0 0.9 120 0.078 31.5 0 0.1 014 013 9.33 9.33 30.3 201.6 2.5 2.635 9.12 0 9.12 120 0.1055 31.6 0 1 013 009 9.33 9.33 60.4 262 2.5 2.635 27.22 0 27.22 120 0.1713 32.5 0 4.7 009 125-O 9.33 9.33 63.6 325.6 2.5 2.635 1x(coupling)=1.37 1x(us.Tee-Br)=16.47 9.51 17.85 27.36 120 0.2563 37.2 0 7 125-O 125-I 9.33 9.33 0 325.6 2.5 0 1.08 0 1.08 0 0.2255 44.2 0 0.2 RISER MANIFOLD *** 125-I 126-O 9.33 9.33 0 325.6 2.5 2.635 1x(coupling)=1.37 0.74 1.37 2.12 120 0.2563 44.5 0 0.5 126-O 126-I 9.33 9.33 0 325.6 2.5 0 0.32 0 0.32 0 8.6865 45 0 2.8 BFV-N *** 126-I 136 9.33 -2.11 0 325.6 2.5 2.635 1x(us.90)=8.24 1x(us.Tee-Br)=16.47 12.59 24.71 37.3 120 0.2563 47.8 5 9.6 136 168-O -2.11 -4.83 0 325.6 3 3.26 1x(coupling)=1.34 3x(us.Tee-Br)=60.48 1x(us.90)=9.41 30.88 71.23 102.11 120 0.0909 62.3 1.2 9.3 168-O 168-I -4.83 -5.91 0 325.6 3 0 1.08 0 1.08 0 0.8327 72.8 0.5 0.9 RISER MANIFOLD *** 168-I 170-O -5.91 -8.11 0 325.6 3 3.26 1x(coupling)=1.34 2.56 1.34 3.9 120 0.0909 74.1 1 0.4 170-O 170-I -8.11 -8.11 0 325.6 4 0 1.56 0 1.56 0 3.6951 75.4 0 5.8 Deringer *** Date 1/16/2019 Page 31Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Hydraulic CalculationsJob : MOUNTAIN FORGE BUILDING PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 1Path No: 170-I 176-O -8.11 -12.17 0 325.6 4 4.26 1x(coupling)=1.32 5x(us.90)=65.84 79.97 67.15 147.12 120 0.0247 81.2 1.8 3.6 176-O 176-I -12.17 -12.92 0 325.6 4 0 0.75 0 0.75 0 0.1428 86.6 0.3 0.1 GATE VALVE *** 176-I 177 -12.92 -14.11 0 325.6 4 4.26 1x(us.90)=13.17 1.2 13.17 14.36 120 0.0247 87 0.5 0.4 177 178-O -14.11 -14.11 0 325.6 4 4.3 1x(coupling)=1.83 30 1.83 31.83 140 0.0177 87.9 0 0.6 178-O 178-I -14.11 -14.11 0 325.6 4 0 0.75 0 0.75 0 0.1428 88.5 0 0.1 GATE VALVE *** 178-I 179 -14.11 -14.11 0 325.6 4 4.3 1x(us.Tee-Br)=36.66 0.98 36.66 37.63 140 0.0177 88.6 0 0.7 179 SRC -14.11 -14.11 0 325.6 8 7.98 1 0 1 150 0.0008 89.2 0 0 SRC 89.2 2Path No: S311 051 8 9.33 5.6 26.4 26.4 1 1.049 1x(us.Tee-Br)=5 1.33 5 6.33 120 0.2174 22.3 -0.6 1.4 051 039 9.33 9.33 0 26.4 1.25 1.38 1x(us.Tee-Br)=6 5.34 6 11.34 120 0.0572 23.1 0 0.6 039 23.7 3Path No: S308 037 8 9.33 5.6 28.2 28.2 1 1.049 1x(us.Tee-Br)=5 1.33 5 6.33 120 0.2443 25.3 -0.6 1.5 037 26.2 Date 1/16/2019 Page 32Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Hydraulic CalculationsJob : MOUNTAIN FORGE BUILDING PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 4Path No: S304 063 8.83 9.33 5.6 30 30 1 1.049 1x(us.Tee-Br)=5 0.5 5 5.5 120 0.2741 28.6 -0.2 1.5 063 060 9.33 9.33 0 30 1.25 1.38 2x(us.90)=6 6.46 6 12.46 120 0.0721 29.9 0 0.9 060 013 9.33 9.33 30.4 60.4 1.25 1.38 1x(us.Tee-Br)=6 0.53 6 6.53 120 0.2638 30.8 0 1.7 013 32.5 5Path No: S305 016 8.83 9.33 5.6 30.2 30.2 1 1.049 1x(us.Tee-Br)=5 1x(us.90)=2 2.03 7 9.03 120 0.2783 29.1 -0.2 2.5 016 015 9.33 9.33 60.5 90.7 2.5 2.635 4.25 0 4.25 120 0.024 31.4 0 0.1 015 31.5 6Path No: S301 023 8.83 9.33 5.6 30.3 30.3 1 1.049 1x(us.Tee-Br)=5 0.5 5 5.5 120 0.2791 29.2 -0.2 1.5 023 021 9.33 9.33 0 30.3 1.25 1.38 1x(us.Tee-Br)=6 1.72 6 7.72 120 0.0734 30.5 0 0.6 021 020 9.33 9.33 0 30.3 2.5 2.635 8.5 0 8.5 120 0.0031 31.1 0 0.0 020 016 9.33 9.33 30.3 60.5 2.5 2.635 2x(us.90)=16.47 9.84 16.47 26.31 120 0.0114 31.1 0 0.3 016 31.4 7Path No: S302 032 8.83 9.33 5.6 30.3 30.3 1 1.049 1x(us.Tee-Br)=5 0.5 5 5.5 120 0.2793 29.2 -0.2 1.5 032 020 9.33 9.33 0 30.3 1.25 1.38 1x(us.Tee-Br)=6 1.72 6 7.72 120 0.0735 30.5 0 0.6 020 31.1 Date 1/16/2019 Page 33Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Hydraulic CalculationsJob : MOUNTAIN FORGE BUILDING PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 8Path No: S303 057 8.83 9.33 5.6 30.3 30.3 1 1.049 1x(us.Tee-Br)=5 0.5 5 5.5 120 0.2793 29.2 -0.2 1.5 057 014 9.33 9.33 0 30.3 1.25 1.38 1x(us.Tee-Br)=6 8.11 6 14.11 120 0.0735 30.5 0 1 014 31.6 9Path No: S306 060 8.83 9.33 5.6 30.4 30.4 1 1.049 1x(us.Tee-Br)=5 0.5 5 5.5 120 0.2816 29.5 -0.2 1.5 060 30.8 10Path No: S310 080 8 9.33 5.6 31.7 31.7 1 1.049 1x(us.Tee-Br)=5 1.33 5 6.33 120 0.3042 32 -0.6 1.9 080 079 9.33 9.33 0 31.7 1.25 1.38 6.3 0 6.3 120 0.08 33.4 0 0.5 079 077 9.33 9.33 31.9 63.6 1.25 1.38 1x(us.Tee-Br)=6 2.88 6 8.88 120 0.2908 33.9 0 2.6 077 009 9.33 9.33 0 63.6 2.5 2.635 1x(us.Tee-Br)=16.47 1x(us.90)=8.24 33.09 24.71 57.8 120 0.0125 36.5 0 0.7 009 37.2 11Path No: S309 079 8 9.33 5.6 31.9 31.9 1 1.049 1x(us.Tee-Br)=5 1.33 5 6.33 120 0.3084 32.5 -0.6 2 079 33.9 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. *** 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. * Maximum Velocity of 19.16 ft/s occurs in the following pipe(s): (125-O-009), (126-O-125-I), (136-126-I) Date 1/16/2019 Page 34Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Design Remote Area Name Remote Area Location Occupancy Classification Density (gpm/ft²) Area of Application (ft²) Coverage per Sprinkler (ft²) Number of Calculated Sprinklers In-Rack Demand (gpm) Special Heads Hose Streams (gpm) Total Water Required (incl. Hose Streams) (gpm) Required Pressure at Source (psi) Type of System Volume - Entire System (gal) 4 UPPER LEVEL SOUTH SIDE 0.15 1950 116 18 0 100 449.8 85.5 Wet 137.8 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 10-23-18 North Monarch St. SRC SLOPE CEILNG INCREASE Project Name : MOUNTAIN FORGE BUILDING Contract No. : Project Location: 230 E HOPKINS City: ASPEN, COLORADO 81611 Date: 1/5/2019 Name of Contractor: KUBED FIRE SUPRESSION Address: 19 Lindvig Court – Suite #202 Phone Number: 970-366-1048 Name of Designer: KUBED Authority Having Jurisdiction: ASPEN FIRE DEPT. City: ASPEN, COLORADO 81611 E-mail: jeff@kubedfire.com Job Information Contractor Information Notes Date 1/16/2019 Page 35Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Job : MOUNTAIN FORGE BUILDING Diagram for Design Area : 4 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 1/16/2019 Page 36Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Job : MOUNTAIN FORGE BUILDING Hydraulic Analysis for : 4 Water Supply Parameters Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft³) Fluid Dynamic Viscosity, (lb·s/ft²) Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Supply 1 : SRC Flow (gpm)Pressure (psi) 0 99 1547 89 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis SRC 99 89 1547 98.4 449.8 85.5 Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 349.8 0 0 349.8 Required Margin of Safety (psi) SRC - Pressure (psi) SRC - Flow (gpm) Demand w/o System Pump(s) 0 85.5 349.8 N/A Sprinklers Other Date 1/16/2019 Page 37Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Job : MOUNTAIN FORGE BUILDING Hydraulic Analysis for : 4 Flow, gpm Pr e s s u r e , p s i 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 S1 S2 87.094 D1 D2D2 D3 98 psi @ 449.8 gpm Supply System Demand Add. Out. Hose Available At Source 0 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 Date 1/16/2019 Page 38Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Job : MOUNTAIN FORGE BUILDING Hydraulic Analysis for : 4 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 99Supply point #1 - Static 1547S2 89Supply point #2 - Residual 0D1 17.4Elevation Pressure 349.8D2 85.5System Demand 449.8D3 85.5System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 383.8Supply98.2 12.5 449.8 Open Heads Head Ref. DensityDensity K-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required Calculated Head Type S400 5.6 0.1 11.2 7.2 0.168 11.318.8112Overhead Sprinkler S401 5.6 0.1 11.2 7.2 0.171 11.719.2112Overhead Sprinkler S402 5.6 0.1 10 7.2 0.213 14.521.3100Overhead Sprinkler S403 5.6 0.1 10 7.2 0.15 7.215100Overhead Sprinkler S404 5.6 0.1 10 7.2 0.155 7.715.5100Overhead Sprinkler S405 5.6 0.1 11.2 7.2 0.169 11.519112Overhead Sprinkler S406 5.6 0.1 11.2 7.2 0.172 11.919.3112Overhead Sprinkler S407 5.6 0.1 10 7.2 0.152 7.315.2100Overhead Sprinkler S408 5.6 0.1 10 7.2 0.157 7.915.7100Overhead Sprinkler S409 5.6 0.1 11.6 7.2 0.175 13.220.3116Overhead Sprinkler S410 5.6 0.1 11.6 7.2 0.178 13.620.7116Overhead Sprinkler S411 5.6 0.1 10 7.2 0.215 14.721.5100Overhead Sprinkler S412 5.6 0.1 10 7.2 0.212 14.321.2100Overhead Sprinkler Date 1/16/2019 Page 39Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 S413 5.6 0.1 10 7.2 0.207 13.620.7100Overhead Sprinkler S416 5.6 0.1 10.3 7.2 0.216 15.822.2103Overhead Sprinkler S417 5.6 0.1 10 7.2 0.21 14.121100Overhead Sprinkler S418 5.6 0.1 10 7.2 0.219 15.321.9100Overhead Sprinkler S419 5.6 0.1 10 7.2 0.213 14.521.3100Overhead Sprinkler Date 1/16/2019 Page 40Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Job : MOUNTAIN FORGE BUILDING Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Type Hgroup Fitting K-Fact. Stat. Pres. gpm/psi½ psi Elev Coverage ft ft² X Y ft ft 136 Node NODE us.90 0 -2.11 63585.17 9870.58 168-I Node NODE coupling 0 -5.91 63574.13 9887.7 168-O Node NODE coupling 0 -4.83 63574.13 9887.7 170-I Node NODE coupling 0 -8.11 63574.13 9889.62 170-O Node NODE coupling 0 -8.11 63574.13 9888.06 176-I Node NODE coupling 0 -12.92 63525.34 9877.32 176-O Node NODE coupling 0 -12.17 63525.34 9877.32 177 Node NODE us.90 0 -14.11 63525.34 9877.32 178-I Node NODE coupling 0 -14.11 63496.21 9877.32 178-O Node NODE coupling 0 -14.11 63496.96 9877.32 179 Node NODE us.Tee 0 -14.11 63495.23 9877.32 251-I Node NODE coupling 0 20.11 63585.17 9871.71 251-O Node NODE coupling 0 20.11 63585.17 9872.04 252-I Node NODE coupling 0 20.11 63585.17 9872.78 252-O Node NODE coupling 0 20.11 63585.17 9873.86 259 Node NODE us.Tee 0 20.11 63559.4 9873.95 260 Node NODE us.Tee 0 20.11 63555.28 9873.95 261 Node NODE us.Tee 0 20.11 63550.67 9873.95 262 Node NODE us.Tee 0 20.11 63549.41 9873.95 263 Node NODE us.Tee 0 20.11 63543.07 9873.95 264 Node NODE us.Tee 0 20.11 63542.57 9873.95 265 Node NODE us.Tee 0 20.11 63538.77 9873.95 266 Node NODE us.Tee 0 20.11 63532.87 9873.95 267 Node NODE us.Tee 0 20.11 63530.56 9873.95 272 Node NODE us.Tee 0 22.7 63526.87 9865.31 Date 1/16/2019 Page 41Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Job : MOUNTAIN FORGE BUILDING Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Type Hgroup Fitting K-Fact. Stat. Pres. gpm/psi½ psi Elev Coverage ft ft² X Y ft ft 273 Node NODE us.Tee 0 22.7 63526.87 9851.37 279 Node NODE us.Tee 0 21.95 63534.87 9865.31 280 Node NODE us.Tee 0 21.95 63534.87 9851.37 282 Node NODE us.Tee 0 20.11 63542.57 9868.76 283 Node NODE us.Tee 0 20.11 63542.57 9853.74 288 Node NODE us.Tee 0 20.11 63549.41 9883.92 292 Node NODE us.Tee 0 23.95 63541.99 9890.49 293 Node NODE us.Tee 0 23.95 63532.87 9890.49 300 Node NODE us.Tee 0 26.28 63541.99 9883.92 301 Node NODE us.Tee 0 26.28 63532.87 9883.92 307 Node NODE us.Tee 0 20.11 63550.67 9879.74 308 Node NODE us.Tee 0 20.11 63550.67 9889.08 311 Node NODE us.Tee 0 20.11 63555.28 9866.36 318 Node NODE us.Tee 0 20.11 63559.4 9874.49 319 Node NODE us.Tee 0 20.11 63559.4 9879.74 321 Node NODE us.Tee 0 20.11 63559.4 9889.08 S400 Overhead Sprinkler HEAD 5.6 0 19.11 112 63526.87 9851.37 S401 Overhead Sprinkler HEAD 5.6 0 19.11 112 63526.87 9865.31 S402 Overhead Sprinkler HEAD 5.6 0 19.61 100 63532.87 9875.59 S403 Overhead Sprinkler HEAD 5.6 0 25.95 100 63532.87 9883.92 S404 Overhead Sprinkler HEAD 5.6 0 23.61 100 63532.87 9890.49 S405 Overhead Sprinkler HEAD 5.6 0 19.11 112 63534.87 9851.37 S406 Overhead Sprinkler HEAD 5.6 0 19.11 112 63534.87 9865.31 S407 Overhead Sprinkler HEAD 5.6 0 25.95 100 63541.99 9883.92 S408 Overhead Sprinkler HEAD 5.6 0 23.61 100 63541.99 9890.49 Date 1/16/2019 Page 42Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Job : MOUNTAIN FORGE BUILDING Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Type Hgroup Fitting K-Fact. Stat. Pres. gpm/psi½ psi Elev Coverage ft ft² X Y ft ft S409 Overhead Sprinkler HEAD 5.6 0 19.11 116 63543.07 9853.74 S410 Overhead Sprinkler HEAD 5.6 0 19.11 116 63543.07 9868.76 S411 Overhead Sprinkler HEAD 5.6 0 19.61 100 63543.07 9875.59 S412 Overhead Sprinkler HEAD 5.6 0 19.61 100 63550.67 9879.74 S413 Overhead Sprinkler HEAD 5.6 0 19.61 100 63551.17 9889.08 S416 Overhead Sprinkler HEAD 5.6 0 19.11 103 63554.78 9866.36 S417 Overhead Sprinkler HEAD 5.6 0 19.61 100 63558.17 9889.08 S418 Overhead Sprinkler HEAD 5.6 0 19.11 100 63559.9 9874.49 S419 Overhead Sprinkler HEAD 5.6 0 19.61 100 63559.92 9879.74 SRC Supply SUPPLY 0 -14.11 63495.23 9876.32 Date 1/16/2019 Page 43Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Hydraulic CalculationsJob : MOUNTAIN FORGE BUILDING PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 1Path No: S403 301 25.95 26.28 5.6 15 15 1 1.049 1x(us.Tee-Br)=5 0.33 5 5.33 120 0.0761 7.2 -0.1 0.4 301 300 26.28 26.28 0 15 1.25 1.38 9.12 0 9.12 120 0.02 7.4 0 0.2 300 288 26.28 20.11 15.2 30.2 1.25 1.38 1x(us.Tee-Br)=6 1x(us.90)=3 13.59 9 22.59 120 0.073 7.6 2.7 1.6 288 262 20.11 20.11 31.3 61.4 1.25 1.38 1x(us.Tee-Br)=6 9.97 6 15.97 120 0.2725 11.9 0 4.4 262 261 20.11 20.11 160.1 221.5 2.5 2.635 1.26 0 1.26 120 0.1256 16.3 0 0.2 261 260 20.11 20.11 41.9 263.4 2.5 2.635 4.61 0 4.61 120 0.173 16.4 0 0.8 260 259 20.11 20.11 22.2 285.6 2.5 2.635 4.11 0 4.11 120 0.2011 17.2 0 0.8 259 252-O 20.11 20.11 64.2 349.8 2.5 2.635 1x(coupling)=1.37 1x(us.Tee-Br)=16.47 25.86 17.85 43.71 120 0.2927 18.1 0 12.8 252-O 252-I 20.11 20.11 0 349.8 2.5 0 1.08 0 1.08 0 0.2495 30.9 0 0.3 RISER MANIFOLD *** 252-I 251-O 20.11 20.11 0 349.8 2.5 2.635 1x(coupling)=1.37 0.74 1.37 2.12 120 0.2927 31.1 0 0.6 251-O 251-I 20.11 20.11 0 349.8 2.5 0 0.32 0 0.32 0 10.0273 31.8 0 3.2 BFV-N *** 251-I 136 20.11 -2.11 0 349.8 2.5 2.635 2x(us.90)=16.47 23.37 16.47 39.84 120 0.2927 35 9.6 11.7 136 168-O -2.11 -4.83 0 349.8 3 3.26 1x(coupling)=1.34 3x(us.Tee-Br)=60.48 1x(us.90)=9.41 30.88 71.23 102.11 120 0.1038 56.3 1.2 10.6 168-O 168-I -4.83 -5.91 0 349.8 3 0 1.08 0 1.08 0 0.9479 68 0.5 1 RISER MANIFOLD *** 168-I 170-O -5.91 -8.11 0 349.8 3 3.26 1x(coupling)=1.34 2.56 1.34 3.9 120 0.1038 69.5 1 0.4 170-O 170-I -8.11 -8.11 0 349.8 4 0 1.56 0 1.56 0 3.7185 70.9 0 5.8 Deringer *** Date 1/16/2019 Page 44Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Hydraulic CalculationsJob : MOUNTAIN FORGE BUILDING PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 1Path No: 170-I 176-O -8.11 -12.17 0 349.8 4 4.26 1x(coupling)=1.32 5x(us.90)=65.84 79.97 67.15 147.12 120 0.0282 76.7 1.8 4.1 176-O 176-I -12.17 -12.92 0 349.8 4 0 0.75 0 0.75 0 0.1429 82.6 0.3 0.1 GATE VALVE *** 176-I 177 -12.92 -14.11 0 349.8 4 4.26 1x(us.90)=13.17 1.2 13.17 14.36 120 0.0282 83 0.5 0.4 177 178-O -14.11 -14.11 0 349.8 4 4.3 1x(coupling)=1.83 30 1.83 31.83 140 0.0203 84 0 0.6 178-O 178-I -14.11 -14.11 0 349.8 4 0 0.75 0 0.75 0 0.1429 84.6 0 0.1 GATE VALVE *** 178-I 179 -14.11 -14.11 0 349.8 4 4.3 1x(us.Tee-Br)=36.66 0.98 36.66 37.63 140 0.0203 84.7 0 0.8 179 SRC -14.11 -14.11 0 349.8 8 7.98 1 0 1 150 0.0009 85.5 0 0 SRC 85.5 2Path No: S407 300 25.95 26.28 5.6 15.2 15.2 1 1.049 1x(us.Tee-Br)=5 0.33 5 5.33 120 0.0778 7.3 -0.1 0.4 300 7.6 3Path No: S404 293 23.61 23.95 5.6 15.5 15.5 1 1.049 1x(us.Tee-Br)=5 0.33 5 5.33 120 0.0812 7.7 -0.1 0.4 293 292 23.95 23.95 0 15.5 1.25 1.38 9.12 0 9.12 120 0.0214 8 0 0.2 292 288 23.95 20.11 15.7 31.3 1.25 1.38 1x(us.Tee-Br)=6 1x(us.90)=3 17.83 9 26.83 120 0.078 8.2 1.7 2.1 288 11.9 4Path No: S408 292 23.61 23.95 5.6 15.7 15.7 1 1.049 1x(us.Tee-Br)=5 0.33 5 5.33 120 0.083 7.9 -0.1 0.4 292 8.2 Date 1/16/2019 Page 45Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Hydraulic CalculationsJob : MOUNTAIN FORGE BUILDING PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 5Path No: S400 273 19.11 22.7 5.6 18.8 18.8 1 1.049 1x(us.Tee-Br)=5 3.58 5 8.58 120 0.116 11.3 -1.6 1 273 272 22.7 22.7 0 18.8 1.25 1.38 13.94 0 13.94 120 0.0305 10.8 0 0.4 272 267 22.7 20.11 19.2 38 1.25 1.38 1x(us.Tee-Br)=6 3x(us.90)=9 14.92 15 29.92 120 0.1119 11.2 1.1 3.3 267 266 20.11 20.11 0 38 2.5 2.635 2.31 0 2.31 120 0.0048 15.6 0 0.0 266 265 20.11 20.11 21.3 59.3 2.5 2.635 5.9 0 5.9 120 0.011 15.7 0 0.1 265 264 20.11 20.11 38.3 97.6 2.5 2.635 3.8 0 3.8 120 0.0275 15.7 0 0.1 264 263 20.11 20.11 41 138.6 2.5 2.635 0.5 0 0.5 120 0.0527 15.8 0 0.0 263 262 20.11 20.11 21.5 160.1 2.5 2.635 6.35 0 6.35 120 0.0688 15.9 0 0.4 262 16.3 6Path No: S405 280 19.11 21.95 5.6 19 19 1 1.049 1x(us.Tee-Br)=5 2.83 5 7.83 120 0.1175 11.5 -1.2 0.9 280 279 21.95 21.95 0 19 1.25 1.38 13.94 0 13.94 120 0.0309 11.2 0 0.4 279 265 21.95 20.11 19.3 38.3 1.25 1.38 1x(us.Tee-Br)=6 3x(us.90)=9 14.38 15 29.38 120 0.1134 11.6 0.8 3.3 265 15.7 7Path No: S401 272 19.11 22.7 5.6 19.2 19.2 1 1.049 1x(us.Tee-Br)=5 3.58 5 8.58 120 0.1197 11.7 -1.6 1 272 11.2 Date 1/16/2019 Page 46Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Hydraulic CalculationsJob : MOUNTAIN FORGE BUILDING PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 8Path No: S406 279 19.11 21.95 5.6 19.3 19.3 1 1.049 1x(us.Tee-Br)=5 2.83 5 7.83 120 0.1213 11.9 -1.2 1 279 11.6 9Path No: S409 283 19.11 20.11 5.6 20.3 20.3 1 1.049 1x(us.Tee-Br)=5 1x(us.90)=2 1.5 7 8.5 120 0.1334 13.2 -0.4 1.1 283 282 20.11 20.11 0 20.3 1.25 1.38 15.02 0 15.02 120 0.0351 13.9 0 0.5 282 264 20.11 20.11 20.7 41 1.25 1.38 1x(us.Tee-Br)=6 5.19 6 11.19 120 0.1288 14.4 0 1.4 264 15.8 10Path No: S413 308 19.61 20.11 5.6 20.7 20.7 1 1.049 1x(us.Tee-Br)=5 1x(us.90)=2 1 7 8 120 0.138 13.6 -0.2 1.1 308 307 20.11 20.11 0 20.7 1.25 1.38 9.33 0 9.33 120 0.0363 14.5 0 0.3 307 261 20.11 20.11 21.2 41.9 1.25 1.38 1x(us.Tee-Br)=6 5.79 6 11.79 120 0.1339 14.9 0 1.6 261 16.4 11Path No: S410 282 19.11 20.11 5.6 20.7 20.7 1 1.049 1x(us.Tee-Br)=5 1x(us.90)=2 1.5 7 8.5 120 0.138 13.6 -0.4 1.2 282 14.4 Date 1/16/2019 Page 47Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Hydraulic CalculationsJob : MOUNTAIN FORGE BUILDING PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 12Path No: S417 321 19.61 20.11 5.6 21 21 1 1.049 1x(us.Tee-Br)=5 1x(us.90)=2 1.73 7 8.73 120 0.1418 14.1 -0.2 1.2 321 319 20.11 20.11 0 21 1.25 1.38 9.33 0 9.33 120 0.0373 15.1 0 0.3 319 318 20.11 20.11 21.3 42.3 1.25 1.38 5.26 0 5.26 120 0.1365 15.4 0 0.7 318 259 20.11 20.11 21.9 64.2 1.25 1.38 1x(us.Tee-Br)=6 0.53 6 6.53 120 0.2955 16.1 0 1.9 259 18.1 13Path No: S412 307 19.61 20.11 5.6 21.2 21.2 1 1.049 1x(us.Tee-Br)=5 0.5 5 5.5 120 0.1441 14.3 -0.2 0.8 307 14.9 14Path No: S419 319 19.61 20.11 5.6 21.3 21.3 1 1.049 1x(us.Tee-Br)=5 1x(us.90)=2 1.02 7 8.02 120 0.1457 14.5 -0.2 1.2 319 15.4 15Path No: S402 266 19.61 20.11 5.6 21.3 21.3 1 1.049 1x(us.Tee-Br)=5 1x(us.90)=2 2.14 7 9.14 120 0.1463 14.5 -0.2 1.3 266 15.7 16Path No: S411 263 19.61 20.11 5.6 21.5 21.5 1 1.049 1x(us.Tee-Br)=5 1x(us.90)=2 2.14 7 9.14 120 0.148 14.7 -0.2 1.4 263 15.9 17Path No: S418 318 19.11 20.11 5.6 21.9 21.9 1 1.049 1x(us.Tee-Br)=5 1x(us.90)=2 1.5 7 8.5 120 0.1532 15.3 -0.4 1.3 318 16.1 Date 1/16/2019 Page 48Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Hydraulic CalculationsJob : MOUNTAIN FORGE BUILDING PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 18Path No: S416 311 19.11 20.11 5.6 22.2 22.2 1 1.049 1x(us.Tee-Br)=5 1x(us.90)=2 1.5 7 8.5 120 0.1578 15.8 -0.4 1.3 311 260 20.11 20.11 0 22.2 1.25 1.38 1x(us.Tee-Br)=6 7.59 6 13.59 120 0.0415 16.7 0 0.6 260 17.2 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. *** 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. * Maximum Velocity of 20.58 ft/s occurs in the following pipe(s): (252-O-259), (251-O-252-I), (136-251-I) Date 1/16/2019 Page 49Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Design Remote Area Name Remote Area Location Occupancy Classification Density (gpm/ft²) Area of Application (ft²) Coverage per Sprinkler (ft²) Number of Calculated Sprinklers In-Rack Demand (gpm) Special Heads Hose Streams (gpm) Total Water Required (incl. Hose Streams) (gpm) Required Pressure at Source (psi) Type of System Volume - Entire System (gal) 5 UPPER LEVEL COMM UNIT 6 0.2 265 130 3 0 250 329.4 46.5 Wet 113.5 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 10-23-18 North Monarch St. SRC ROOM CALC Project Name : MOUNTAIN FORGE BUILDING Contract No. : Project Location: 230 E HOPKINS City: ASPEN, COLORADO 81611 Date: 1/5/2019 Name of Contractor: KUBED FIRE SUPRESSION Address: 19 Lindvig Court – Suite #202 Phone Number: 970-366-1048 Name of Designer: KUBED Authority Having Jurisdiction: ASPEN FIRE DEPT. City: ASPEN, COLORADO 81611 E-mail: jeff@kubedfire.com Job Information Contractor Information Notes Date 1/16/2019 Page 50Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Job : MOUNTAIN FORGE BUILDING Diagram for Design Area : 5 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 1/16/2019 Page 51Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Job : MOUNTAIN FORGE BUILDING Hydraulic Analysis for : 5 Water Supply Parameters Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft³) Fluid Dynamic Viscosity, (lb·s/ft²) Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Supply 1 : SRC Flow (gpm)Pressure (psi) 0 99 1547 89 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis SRC 99 89 1547 99 329.4 46.5 Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 79.4 0 0 79.4 Required Margin of Safety (psi) SRC - Pressure (psi) SRC - Flow (gpm) Demand w/o System Pump(s) 0 46.5 79.4 N/A Sprinklers Other Date 1/16/2019 Page 52Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Job : MOUNTAIN FORGE BUILDING Hydraulic Analysis for : 5 Flow, gpm Pr e s s u r e , p s i 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 S1 S2 87.094 D1 D2D2 D3 98.4 psi @ 329.4 gpm Supply System Demand Add. Out. Hose Available At Source 0 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 Date 1/16/2019 Page 53Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Job : MOUNTAIN FORGE BUILDING Hydraulic Analysis for : 5 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 99Supply point #1 - Static 1547S2 89Supply point #2 - Residual 0D1 14.4Elevation Pressure 79.4D2 46.5System Demand 329.4D3 46.5System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 133.9Supply98.9 51.9 329.4 Open Heads Head Ref. DensityDensity K-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required Calculated Head Type S500 5.6 0.2 26 21.6 0.2 21.626130Overhead Sprinkler S501 5.6 0.2 26 21.6 0.202 2226.3130Overhead Sprinkler S502 5.6 0.2 26 21.6 0.208 23.427.1130Overhead Sprinkler Date 1/16/2019 Page 54Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Job : MOUNTAIN FORGE BUILDING Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Type Hgroup Fitting K-Fact. Stat. Pres. gpm/psi½ psi Elev Coverage ft ft² X Y ft ft 136 Node NODE us.90 0 -2.11 63585.17 9870.58 168-I Node NODE coupling 0 -5.91 63574.13 9887.7 168-O Node NODE coupling 0 -4.83 63574.13 9887.7 170-I Node NODE coupling 0 -8.11 63574.13 9889.62 170-O Node NODE coupling 0 -8.11 63574.13 9888.06 176-I Node NODE coupling 0 -12.92 63525.34 9877.32 176-O Node NODE coupling 0 -12.17 63525.34 9877.32 177 Node NODE us.90 0 -14.11 63525.34 9877.32 178-I Node NODE coupling 0 -14.11 63496.21 9877.32 178-O Node NODE coupling 0 -14.11 63496.96 9877.32 179 Node NODE us.Tee 0 -14.11 63495.23 9877.32 251-I Node NODE coupling 0 20.11 63585.17 9871.71 251-O Node NODE coupling 0 20.11 63585.17 9872.04 252-I Node NODE coupling 0 20.11 63585.17 9872.78 252-O Node NODE coupling 0 20.11 63585.17 9873.86 364 Node NODE us.Tee 0 20.11 63591.2 9876.2 365 Node NODE us.Tee 0 20.11 63591.2 9885.46 367 Node NODE us.Tee 0 20.11 63593.68 9885.46 368 Node NODE us.Tee 0 20.11 63602.73 9885.46 370 Node NODE us.Tee 0 20.11 63591.7 9876.2 S500 Overhead Sprinkler HEAD 5.6 0 19.11 130 63602.73 9885.46 S501 Overhead Sprinkler HEAD 5.6 0 19.11 130 63593.68 9885.46 S502 Overhead Sprinkler HEAD 5.6 0 19.11 130 63591.7 9876.2 SRC Supply SUPPLY 0 -14.11 63495.23 9876.32 Date 1/16/2019 Page 55Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Hydraulic CalculationsJob : MOUNTAIN FORGE BUILDING PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 1Path No: S500 368 19.11 20.11 5.6 26 26 1 1.049 1x(us.Tee-Br)=5 1 5 6 120 0.2108 21.6 -0.4 1.3 368 367 20.11 20.11 0 26 1.25 1.38 9.05 0 9.05 120 0.0554 22.4 0 0.5 367 365 20.11 20.11 26.3 52.3 1.25 1.38 1x(us.Tee-Br)=6 2.47 6 8.47 120 0.2022 22.9 0 1.7 365 364 20.11 20.11 0 52.3 2.5 2.635 9.26 0 9.26 120 0.0087 24.6 0 0.1 364 252-O 20.11 20.11 27.1 79.4 2.5 2.635 1x(coupling)=1.37 2x(us.Tee-Br)=32.95 8.37 34.32 42.69 120 0.0188 24.7 0 0.8 252-O 252-I 20.11 20.11 0 79.4 2.5 0 1.08 0 1.08 0 0.0596 25.5 0 0.1 RISER MANIFOLD *** 252-I 251-O 20.11 20.11 0 79.4 2.5 2.635 1x(coupling)=1.37 0.74 1.37 2.12 120 0.0188 25.5 0 0.0 251-O 251-I 20.11 20.11 0 79.4 2.5 0 0.32 0 0.32 0 0.5054 25.6 0 0.2 BFV-N *** 251-I 136 20.11 -2.11 0 79.4 2.5 2.635 2x(us.90)=16.47 23.37 16.47 39.84 120 0.0188 25.8 9.6 0.7 136 168-O -2.11 -4.83 0 79.4 3 3.26 1x(coupling)=1.34 3x(us.Tee-Br)=60.48 1x(us.90)=9.41 30.88 71.23 102.11 120 0.0067 36.1 1.2 0.7 168-O 168-I -4.83 -5.91 0 79.4 3 0 1.08 0 1.08 0 0.3316 38 0.5 0.4 RISER MANIFOLD *** 168-I 170-O -5.91 -8.11 0 79.4 3 3.26 1x(coupling)=1.34 2.56 1.34 3.9 120 0.0067 38.8 1 0.0 170-O 170-I -8.11 -8.11 0 79.4 4 0 1.56 0 1.56 0 2.347 39.8 0 3.7 Deringer *** 170-I 176-O -8.11 -12.17 0 79.4 4 4.26 1x(coupling)=1.32 5x(us.90)=65.84 79.97 67.15 147.12 120 0.0018 43.5 1.8 0.3 176-O 176-I -12.17 -12.92 0 79.4 4 0 0.75 0 0.75 0 0.0528 45.5 0.3 0.0 GATE VALVE *** 176-I 177 -12.92 -14.11 0 79.4 4 4.26 1x(us.90)=13.17 1.2 13.17 14.36 120 0.0018 45.8 0.5 0.0 Date 1/16/2019 Page 56Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019 Hydraulic CalculationsJob : MOUNTAIN FORGE BUILDING PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 1Path No: 177 178-O -14.11 -14.11 0 79.4 4 4.3 1x(coupling)=1.83 30 1.83 31.83 140 0.0013 46.4 0 0.0 178-O 178-I -14.11 -14.11 0 79.4 4 0 0.75 0 0.75 0 0.0528 46.4 0 0.0 GATE VALVE *** 178-I 179 -14.11 -14.11 0 79.4 4 4.3 1x(us.Tee-Br)=36.66 0.98 36.66 37.63 140 0.0013 46.5 0 0.0 179 SRC -14.11 -14.11 0 79.4 8 7.98 1 0 1 150 0.0001 46.5 0 0 SRC 46.5 2Path No: S501 367 19.11 20.11 5.6 26.3 26.3 1 1.049 1x(us.Tee-Br)=5 1 5 6 120 0.2151 22 -0.4 1.3 367 22.9 3Path No: S502 370 19.11 20.11 5.6 27.1 27.1 1 1.049 1x(us.Tee-Br)=5 1 5 6 120 0.2271 23.4 -0.4 1.4 370 364 20.11 20.11 0 27.1 1.25 1.38 1x(us.Tee-Br)=6 0.5 6 6.5 120 0.0597 24.3 0 0.4 364 24.7 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. *** 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. * Maximum Velocity of 11.22 ft/s occurs in the following pipe(s): (365-367) Date 1/16/2019 Page 57Copyright © 2002-2012 Tyco Fire Protection Products File: HOPKINS FP_1_28082_5604.sv$08/14/2019