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1089 ATLANTIC BLVD - FIRE SPRINKLER REPORTS
4 ._ + HYDRAULIC CALCULATION Fire Sprinkler Reports for Atlantic Self Storage 1089 Atlantic Blvd. Atlantic Beach, FL 32233 i I ��01111111/�/// Digitally signed by ..../ No.3 , .• James M. Curtis = ; 1 Date: 2015.07.19 �` Aso ;„,; '23:27:21 -04'00 '. .4 -`?oR'.,° e ?.4 milimw Prepared By: Phillip Roe South Florida Fire Protection 9522 Melody Circle Port Charlotte,FL 33981 941-228-9541 7/18/15 Design Area#1 \ _— ._ — _ _ Y . • --— _—-- -- Elite Software Development,Inc. Fire-Fire Sprinkler Hydraulics Calculation Program 0 Hydraulic Calculation Ph Roe Burlington,KY 41005 Page 2)I General Project Data Report __ `General Data South Florida Fire Protection - Project Title: Hydraulic Calculation Project File Name: Atlantic Self Storage - DA1..fiw Designed By: Phillip Roe Date: 7/18/15 Code Reference: NFPA 13 Approving Agency: Local A.H.J. Design Area#1 Client Name: Atlantic Self Storage Phone:City, State Zip Atlantic Beach, FL 32233 Address: 1089 Atlantic Blvd. Code: Design Area#1 e Company Name: South Florida Fire Protection Rep esentati e:: Phillip arlotte, FL 33981 Company Address: 9522 Melody Circle City Phone: 941-228-9541 Building Name: Atlantic Self Storage Building Owner:Phone at Building: Contact at Building: City, State Zip Address Of Building: 1089 Atlantic Blvd. Atlantic Beach, FL 32233 Code: Design Area#1 a � g*, ,-,,:,----41%,.,:v, Project Data . r . � , Sprinkler System Wet Description Of Hazard: Ordinary 2 Type: 130 ft2 Design Area Of Water Application: 923 ft2 K Default Maximum Pipe ArMaPerr Sprinkler:SCHED 40 WET STEEL Default Sprinkler K-Factor: Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 250.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications VK300 Make: Viking Model: 100 F Size: 1/2 Temperature Rating: 1 Water Supply Test Data Source Of Information: Date Of Test: 7/18/15 Test Hydrant ID: 50.00 psi Hydrant Elevation: 0 ft Static Pressure: Test Flow Rate: 1145.00 gpm Test Residual Pressure: 30.00 psi Calculated System Flow Rate: 600.21 gpm Calculated Inflow Residual Pressure: 33.44 psi Available Residual Pressure At 43.95 psi System Flow: Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: Number Of Active Nodes: 81 0 Number Of Active Pipes: 93 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 14 Number Of Inactive Sprinklers: 0.20 gpm/ft2 C:\Users\Phillip\Documents\Elite Software\Fire 6 Projects\South Florida Fire Protection-Atlantic Self St6talgeda9AllittivV8,2015,9:48 PM --- - ------- Elite Software Development,Inc. Ti -Fire Sprinkler Hydraulics Calculation Program Hydraulic Calculation Phillip Roe ____ Pa e 3 Burlington,KY 41005 Fire Sprinkler Output Data C Overall Pipe Output Data q (gpm) F. L./ft Pipe-Len. PF (psi} Beg. Nodal Spk/Hose Residual Nom. Dia. a (gpm) (psi/ft) Fit Len. PE-(psi) Elevation End. KFactor (feet) Discharge Pressure Inside Dia. Velocity Fittings Tot-Len. PT (psi) Node (K) (gpm) (psi) C Value (fps) Type-Grp (ft) 1 8.00 30.30 25.37 10.06 1.00 25.37 0.20220 1.00 0.607 101 0.00 29.30 0.00 11.10 1.049 25.37 E 3.00 0.433 SCHED 40 WET STEEL 120 2 8.00 30.30 24.59 9.45 1.00 24.59 0.19082 1.00 0.572 102 0.00 29.30 0.00 10.45 1.049 24.59 E 3.00 0.433 SCHED 40 WET STEEL 3 8.00 30.30 25.29 9.99 1.00 25.29 0.20094 1.00 0.603 103 0.00 29.30 0.00 11.03 1.049 29.39 E 3.00 0.433 SCHED 40 WET STEEL 4 8.00 30.30 25.29 9.99 1.00 25.29 0.20094 1.00 0.603 104 0.00 29.30 0.00 11.03 1.049 25.29 E 3.00 0.433 SCHED 40 WET STEEL 5 8.00 30.30 25.31 10.01 1.00 25.31 0.20121 1.00 0.604 105 0.00 29.30 0.00 11.04 1.049 25.31 E 3.00 0.433 SCHED 40 WET STEEL 6 8.00 30.30 24.68 9.52 1.00 24.68 0.19208 1.00 0.576 106 0.00 29.30 0.00 10.53 1.049 24.68 E 3.00 0.433 1 SCHED 40 WET STEEL 7 8.00 30.30 25.50 10.16 1.00 25.50 0.20403 1.00 0.612 107 0.00 29.30 0.00 11.20 1.049 25.50 E 3.00 0.433 SCHED 40 WET STEEL 8 8.00 30.30 25.40 10.08 1.00 25.40 0.20258 1.00 0.608 108 0.00 29.30 0.00 11.12 1.049 25.40 E 3.00 0.433 SCHED 40 WET STEEL 9 8.00 30.30 24.20 9.15 1.00 24.20 0.18526 1.00 0.556 109 0.00 29.30 0.00 10.14 1.049 28.90 8.98 3.00 0.989 SCHED 40 WET STEEL 10 8.00 30.30 25.30 10.00 1.00 25.30 0.20114 1.00 0.603 110 0.00 29.30 0.00 11.04 1.049 29 25.30 E 3.00 00.33 SCHED 40 WET STEEL 11 8.00 30.30 24.17 9.13 1.00 24.17 0.18487 1.00 0.555 111 0.00 29.30 0.00 10.12 1.049 2897 E 3.00 0.988 SCHED 40 WET STEEL 12 8.00 30.30 25.31 10.01 1.00 25.31 0.20124 1.00 0.604 112 0.00 29.30 0.00 11.05 1.049 25.31 E 3.00 0.433 SCHED 40 WET STEEL C:\Users\Phillip\Documents\Elite Software\Fire 6 Projects\South Florida Fire Protection-Atlantic Self St®akgedegAJU L vVB,2015,9:48 PM - _ e Ph Sprinkler-Fire Sprinn kler Hydraulics Calculation Program Elite Software Development,Inc. Phillip Roe Ell Hydraulic Calculation Page 4 Burli KY 41005 Fire Sprinkler Output Data 1 Overall Pipe Output Data (cont'd) - -- q (gpm) F. L./ft Pipe-Len. PF (psi) Beg. Nodal Spk/Hose Residual Nom. Dia. Q (gpm) (psUft) Fit Len. PE-(psi) Elevation Discharge Pressure Inside Dia. (p ) End. KFactor (feet) g Velocity Fittings Tot-Len. PT-(psi) Node (K) (gpm) (psi) C Value (fps) Type-Grp (ft) 13 8.00 30.30 25.38 10.06 1.00 25.38 0.20225 1.00 0.607 .433 113 0.00 29.30 0.00 11.10 1.049 29.48 9.42 3.00 00.433 SCHED 40 WET STEEL 14 8.00 30.30 24.42 9.32 1.00 24.42 0.18836 1.00 0.565 114 0.00 29.30 0.00 10.32 1.049 29.02 E 3.00 0.998 SCHED 40 WET STEEL 101 0.00 29.30 0.00 11.10 1.00 0.00 0.20220 1.00 1.213 115 0.00 29.30 0.00 12.31 1.049 25.37 T 6.00 00.000 SCHED 40 WET STEEL 115 0.00 29.30 0.00 12.31 2.50 0.00 0.00859 1.20 0.045 116 0.00 29.30 0.00 12.27 2.635 51.99 F 4.00 0.000 0 5.20 0.045 _ SCHED 10 WET STEEL 102 0.00 29.30 0.00 10.45 1.00 0.00 0.19082 4.50 1.813 116 0.00 29.30 0.00 12.27 1.049 24.59 T 9.50 00.000 SCHED 40 WET STEEL 116 0.00 29.30 0.00 12.27 2.50 0.00 0.00263 8.90 0.034 117 0.00 29.30 0.00 12.23 2.635 625 1.61 27 F F 4.00 0.000 12.90 0.034 SCHED 10 WET STEEL 103 0.00 29.30 0.00 11.03 1.00 0.00 0.20094 1.00 1.206 .000 117 0.00 29.30 0.00 12.23 1.049 25.29 T 5.00 0 6.00 00.000 SCHED 40 WET STEEL 120 117 0.00 29.30 0.00 12.23 2.50 2.11 0.00002 4.00 0.000 118 0.00 29.30 0.00 12.23 2.6355 0.12 F 4 .00 0.000 SCHED 10 WET STEEL 104 0.00 29.30 0.00 11.03 1.00 0.00 0.20094 1.00 1.206 .000 118 0.00 29.30 0.00 12.23 1.049 25.29 T 6.00 00.000 SCHED 40 WET STEEL 105 0.00 29.30 0.00 11.04 1.00 0.00 0.20121 1.00 1.207 .000 119 0.00 29.30 0.00 12.25 1.049 25.31 0 6.00 00.000 SCHED 40 WET STEEL 120 118 0.00 29.30 0.00 12.23 2.50 23.18 0.00193 4.75 0.017 119 0.00 29.30 0.00 12.25 2.635 23.18.38 0 4.00 0.000 SCHED 10 WET STEEL 106 0.00 29.30 0.00 10.53 1.00 0.00 0.19208 4.50 1.825 120 0.00 29.30 0.00 12.35 1.049 9.16 9.50 2468 T 00.000 SCHED 40 WET STEEL C:\Users\Phillip\Documents\Elite Software\Fire 6 Projects\South Florida Fire Protection-Atlantic Self St&alged49A10 l vVg, 2015,9:48 PM Elite Software Development,Inc. Fire-Fire Sprinkler Hydraulics Calculation Program Phillip Roe Hydraulic Calculation P ; Page 5� Burlington,KY 41005 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) , --- - q (gpm) F. L./ft Pipe-Len. PF (psi) Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Fit Len. PE (psi) Elevation End. KFactor (feet) Discharge Pressure Inside Dia. Velocity Fittings Tot-Len. PT (psi) Node (K) (gpm) (psi) C Value (fps) Type-Grp (ft) 119 0.00 29.30 0.00 12.25 2.50 0.00 0.00755 9.25 0.100 120 0.00 29.30 0.00 12.35 2.635 42.89 F 13 00 0.100 SCHED 10 WET STEEL 107 0.00 29.30 0.00 11.20 1.00 0.00 0.20403 1.00 1.224 121 0.00 29.30 0.00 12.43 1.049 25.50 0 T 5.00 6.00 0.000 SCHED 40 WET STEEL 120 0.00 29.30 0.00 12.35 2.50 0.00 0.01617 0.75 0.077 121 0.00 29.30 0.00 12.43 2.635 73.16 3.36 0 4.00 0.077 SCHED 10 WET STEEL 108 0.00 29.30 0.00 11.12 1.00 0.00 0.20258 1.00 1.215 122 0.00 29.30 0.00 12.34 1.049 25.40 T 6.00 0.000 SCHED 40 WET STEEL 122 0.00 29.30 0.00 12.34 2.50 0.00 0.00969 2.75 0.065 123 0.00 29.30 0.00 12.27 2.635 625 55.46 F 0 4.00 0.000 0.065 SCHED 10 WET STEEL 109 0.00 29.30 0.00 10.14 1.00 0.00 0.18526 6.50 2.130 123 0.00 29.30 0.00 12.27 1.049 24.20 T 5.00 2.130 SCHED 40 WET STEEL 123 0.00 29.30 0.00 12.27 2.50 0.00 0.00335 3.50 0.025 124 0.00 29.30 0.00 12.25 2.635 1.84 7.50 0.025 3126 F SCHED 10 WET STEEL 110 0.00 29.30 0.00 11.04 1.00 0.00 0.20114 1.00 1.207 124 0.00 29.30 0.00 12.25 1.049 29.30 T 6.00 0.0000 SCHED 40 WET STEEL 124 0.00 29.30 0.00 12.25 2.50 5.96 0.00016 5.50 0.001 125 0.00 29.30 0.00 12.24 2.635 0.35 0 9.50 0.001 SCHED 10 WET STEEL 111 0.00 29.30 0.00 10.12 1.00 0.00 0.18487 6.50 2.126 125 0.00 29.30 0.00 12.24 1.049 24.97 T 5.00 2.126 SCHED 40 WET STEEL 112 0.00 29.30 0.00 11.05 1.00 0.00 0.20124 1.00 1.207 126 0.00 29.30 0.00 12.25 1.049 29.41 T 6.00 0.0000 SCHED 40 WET STEEL 125 0.00 29.30 0.00 12.24 2.50 18.21 0.00123 2.50 0.008 4.00 0.000 126 0.00 29.30 0.00 12.25 2.635 18.21 F 4. 00 0.008 SCHED 10 WET STEEL C:\Users\Phillip\Documents\Elite Software\Fire 6 Projects\South Florida Fire Protection-Atlantic Self StEitateclaWailfMf8,2015,9:48 PM I --- Fire-Fire Sprinkler Hydraulics Calculation Program 1-1 Hydraulic Calcu Elite Software Development,Inc. Phillip:Roe arm Page 6 Burlington,KY 41005 Fire Sprinkler Output Data l Pipe i a Output Data (cont'd) q (gpm) F. L./ft Pipe-Len. PF-(psi) Beg. Nodal Elevation Spk/Hose Residual Nom. Dia. 0 wpm, (psi/ft) Fit-Len. PE (psi) End. KFactor (feet) Discharge Pressure Insi e Dia Velocity Fittings Tot Len. PT (psi) Node (K) (gpm) (p ) (fps) Type-Grp (ft) 113 0.00 29.30 0.00 11.10 1.00 0.00 0.20225 1.00 1.213 127 0.00 29.30 0.00 12.32 1.049 25.38 T 5.00 0 6 00 00.0000 SCHED 40 WET STEEL 126 0.00 29.30 0.00 12.25 2.50 0.00 0.00618 4.00 0.000 127 0.00 29.30 0.00 12.32 2.635 43.52 F 10.20 0.000 SCHED 10 WET STEEL 114 0.00 29.30 0.00 10.32 1.00 0.00 0.18836 6.50 2.166 00 128 0.00 29.30 0.00 12.48 1.049 24.42 T 0 15.00 0.0000.00 SCHED 40 WET STEEL 127 0.00 29.30 0.00 12.32 2.50 0.00 0.01447 0.166 128 0.00 29.30 0.00 12.48 2.635 68.90 F 1 4.00.50 0.0.066 0.166 SCHED 10 WET STEEL 0.986 115 0.00 29.30 0.00 12.31 2.50 0.00 0.01793 39.00 0.000 1 129 0.00 29.30 0.00 13.30 2.635 77 .36 0 56.00 0.986 SCHED 10 WET STEEL 122 0.00 29.30 0.00 12.34 2.50 0.00 0.01946 16.00 3 1.036 130 0.00 29.30 0.00 13.37 2.635 80 .86 80.86 56. 00 0.000 1.036 SCHED 10 WET STEEL 129 0.00 29.30 0.00 13.30 4.00 0.00 0.00173 26.00 0.000 130 0.00 29.30 0.00 13.37 4.260 77.36 0 43.00 0.074 SCHED 10 WET STEEL 130 0.00 29.30 0.00 13.37 4.00 0.00 0.00649 14.90 0.266 131 0.00 29.30 0.00 13.64 4.260 158.23 T 26.00 0.000 0 40.90 0.266 SCHED 10 WET STEEL 131 0.00 29.30 0.00 13.64 4.00 134.32 0.00480 20.00 0.221 132 0.00 29.30 0.00 13.86 4.260 134.32 T 26.00 0 46.00 0.0000 SCHED 10 WET STEEL 132 0.00 29.30 0.00 13.86 4.00 118.32 0.00379 20.00 0.174 0 133 0.00 29.30 0.00 14.03 4.260 118.32 T 26.00 0 46.00 0.00000 SCHED 10 WET STEEL 133 0.00 29.30 0.00 14.03 4.00 108.29 0.00322 26.00 0.000 134 0.00 29.30 0.00 14.18 4.1600 108.29 0 26.00 0.148 00 SCHED 10 WET STEEL 134 0.00 29.30 0.00 14.18 4.00 102.48 0.00291 26.00 0.000 135 0.00 29.30 0.00 14.31 4.260 160 102.48 0 26.00 0.134 00 SCHED 10 WET STEEL C:\Users\Phillip\Documents\Elite Software\Fire 6 Projects\South Florida Fire Protection-Atlantic Self St eda9AJUt9 ,2015,9:48 PM -- Elite Software Development,Inc. _ y li Fire Fire Sprinkler Hydraulics Calculation Program Hydraulic Calculation P Roe Page 7 Burlinhillip gton,KY 41005 --- --- _ I Fire Sprinkler Output Data [Overall Pipe Output Data (cont'd) -_-- _ q (gpm) F. L./ft Pipe-Len. PF-(psi) Beg. Nodal Spk/Hose Residual Nom. Dia. Q (gpm) (psi/ft) Fit Len. PE-(psi) Elevation Discharge Pressure Inside Dia. End. KFactor (feet) g Velocity Fittings Tot-Len. PT (psi) Node (K) (gpm) (psi) C Value (fps) Type-Grp (ft) 135 0.00 29.30 0.00 14.31 4.00 99.03 0.00273 18.75 0.122 00 136 0.00 29.30 0.00 14.44 4.260 99.03 T 0 26.00 0.0000 SCHED 10 WET STEEL 136 0.00 29.30 0.00 14.44 4.00 95.25 0.00254 13.60 0.101 137 0.00 29.30 0.00 14.54 4.260 95.25 T 39.60 0.0000 SCHED 10 WET STEEL 137 0.00 29.30 0.00 14.54 4.00 88.57 0.00222 20.00 0.102 138 0.00 29.30 0.00 14.64 4.260 88.57 T 46.00 0.00000 SCHED 10 WET STEEL 138 0.00 29.30 0.00 14.64 4.00 77.60 0.00174 20.00 0.080 T 26.00 0.000 139 0.00 29.30 0.00 14.72 4.260 77.60 T 46.00 0.080 SCHED 10 WET STEEL 139 0.00 29.30 0.00 14.72 4.00 60.89 0.00111 20.00 0.051 140 0.00 29.30 0.00 14.77 4.260 60.89 T 46.00 0.000 SCHED 10 WET STEEL 140 0.00 29.30 0.00 14.77 4.00 39.50 0.00050 14.70 0.020 0.000 141 0.00 29.30 0.00 14.79 4.260 39.50 T 26.00 0 .000 SCHED 10 WET STEEL 120 141 0.00 29.30 0.00 14.79 4.00 19.57 0.00014 9.10 0.005 142 0.00 29.30 0.00 14.80 4.260 19.57 0 26.00 0.000 SCHED 10 WET STEEL 120 121 0.00 29.30 0.00 12.43 2.50 0.00 0.02811 16.00 3 1.359 143 0.00 29.30 0.00 13.79 2.635 98 .66 T 48.33 0.000 1.359 SCHED 10 WET STEEL 128 0.00 29.30 0.00 12.48 2.50 0.00 0.02536 36.25 1.325 144 0.00 29.30 0.00 13.81 2.635 93.32 T 52.25 0.000.325 SCHED 10 WET STEEL 143 0.00 29.30 0.00 13.79 6.00 0.00 0.00039 00 0.02 17 0.021 144 0.00 29.30 0.00 13.81 6.357 98.66 T 55.00 0.000 SCHED 10 WET STEEL 131 0.00 29.30 0.00 13.64 2.50 23.90 0.00204 101.10 0.239 145 0.00 29.30 0.00 13.88 2.635 23.90 T 116.00 0.239 SCHED 10 WET STEEL 144 0.00 29.30 0.00 13.81 6.00 0.00 0.00132 14.90 0.070 145 0.00 29.30 0.00 13.88 6.3 57 91.98 T 38.00 0.0000 SCHED 10 WET STEEL C:\Users\Phillip\Documents\Elite Software\Fire 6 Projects\South Florida Fire Protection-Atlantic Self St®alged*A101fi l8,2015,9:48 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Hydraulic Calculation ill �__. Page 8 [Fire Sprinkler Output Data l Overall Pipe Output Data (cont'd) - q (gpm) F. L./ft Pipe-Len. PF-(psi) Beg. Nodal Spk/Hose Residual Nom. Dia. Q (gpm) (psi/ft) Fit Len. PE (psi) Elevation End. KFactor (feet) Discharge Pressure Inside Dia. Velocity Fittings Tot-Len. PT (psi) Node (K) (gpm) (psi) C Value (fps) Type-Grp (ft) 132 0.00 29.30 0.00 13.86 2.50 16.00 0.00097 101.10 0.114 146 0.00 29.30 0.00 13.97 2.635 5 16.00 T 1 .00 0.114 SCHED 10 WET STEEL 145 0.00 29.30 0.00 13.88 6.00 0.00 0.00164 20.00 0.095 146 0.00 29.30 0.00 13.97 6.357 215.89 T 58.00 0.095 SCHED 10 WET STEEL 133 0.00 29.30 0.00 14.03 2.50 10.03 0.00041 101.10 0.048 147 0.00 29.30 0.00 14.08 2.635 10.03 T 1 .00 0.000 0.048 SCHED 10 WET STEEL 146 0.00 29.30 0.00 13.97 6.00 0.00 0.00187 20.00 0.109 147 0.00 29.30 0.00 14.08 6.357 2.34 58.00 23188 T 0.000 SCHED 10 WET STEEL 134 0.00 29.30 0.00 14.18 2.50 5.81 0.00015 101.10 0.017 148 0.00 29.30 0.00 14.20 2.635 0.34 T 116.000 0.000 SCHED 10 WET STEEL 120 147 0.00 29.30 0.00 14.08 6.00 0.00 0.00203 20.00 0.118 148 0.00 29.30 0.00 14.20 6.357 241.92 0 T 38.00 58.00 0.118 SCHED 10 WET STEEL 135 0.00 29.30 0.00 14.31 2.50 3.45 0.00006 101.10 0.007 149 0.00 29.30 0.00 14.32 2.635 0.20 T 117.10 0. 0000 SCHED 10 WET STEEL 148 0.00 29.30 0.00 14.20 6.00 0.00 0.00212 20.00 0.123 149 0.00 29.30 0.00 14.32 6.357 247.73 T 58.00 0.000 SCHED 10 WET STEEL I 136 0.00 29.30 0.00 14.44 2.50 3.78 0.00007 101.10 0.008 150 0.00 29.30 0.00 14.44 2.635 0.28 T 117.10 0.000 SCHED 10 WET STEEL 149 0.00 29.30 0.00 14.32 6.00 0.00 0.00217 18.75 0.123 00 150 0.00 29.30 0.00 14.44 6.357 251.58 T 38.000 0.0000 SCHED 10 WET STEEL 137 0.00 29.30 0.00 14.54 2.50 6.69 0.00019 101.10 0.023 151 0.00 29.30 0.00 14.56 2.620 0.39 0 1 .00 0.000 0.023 SCHED 10 WET STEEL 150 0.00 29.30 0.00 14.44 6.00 0.00 0.00223 13.60 0.115 0 151 0.00 29.30 0.00 14.56 6.357 252.966 T 38.00 0.0000 SCHED 10 WET STEEL C:\Users\Phillip\Documents\Elite Software\Fire 6 Projects\South Florida Fire Protection-Atlantic Self Staalgeda9A1UlfiW8,2015,9:48 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,inc.d Hydraulic Calculation Phillip Roe �;,� Page 9 Burlington,KY 41005 I Fire Sprinkler Output Data - I Overall Pipe Output Data (cont'd) q (gpm) F. L./ft Pipe-Len. PF (psi) Beg. Nodal Spk/Hose Residual Nom. Dia. a (gpm) (psi/ft) Fit Len. PE (psi) Elevation Discharge Pressure Inside Dia. End. KFactor (feet) g Velocity Fittings Tot-Len. PT (psi) Node (K) (gpm) (psi) C Value (fps) Type-Grp (ft) 138 0.00 29.30 0.00 14.64 2.50 10.96 0.00048 101.10 0.056 152 0.00 29.30 0.00 14.70 2.635 10.96 T 0 116.000 0.000 SCHED 10 WET STEEL 151 0.00 29.30 0.00 14.56 6.00 0.00 0.00234 20.00 0.136 152 0.00 29.30 0.00 14.70 6.357 261.64 T 58.00 0.000 SCHED 10 WET STEEL 139 0.00 29.30 0.00 14.72 2.50 16.71 0.00105 101.10 0.123 00 153 0.00 29.30 0.00 14.84 2.635 16.71 6.78 T 116.000 0 0.000 SCHED 10 WET STEEL 152 0.00 29.30 0.00 14.70 6.00 0.00 0.00253 20.00 0.147 153 0.00 29.30 SCHED 10 WET STEEL 0.00 14.84 6.357 272.76 58.00 0.040 142 0.00 29.30 0.00 14.80 2.50 0.00 0.00141 101.10 0.165 154 0.00 29.30 0.00 14.96 2.635 19.57 T 116.000 0.0 000 SCHED 10 WET STEEL 141 0.00 29.30 0.00 14.79 2.50 19.93 0.00146 101.10 0.171 155 0.00 29.30 0.00 14.96 2.635 19.93� 116.00 0.000 SCHED 10 WET STEEL 154 0.00 29.30 0.00 14.96 6.00 0.00 0.00002 9.10 0.001 155 0.00 29.30 0.00 14.96 6.357 19.57 T 38.00 0.001 0 SCHED 10 WET STEEL 140 0.00 29.30 0.00 14.77 2.50 21.40 0.00166 101.10 0.195 156 0.00 29.30 0.00 14.97 2.635 21.40 T 116.00 0. SCHED 10 WET STEEL 155 0.00 29.30 0.00 14.96 6.00 0.00 0.00007 14.70 0.004 0.000 156 0.00 29.30 0.00 14.97 6.357 157 39.50 T 0 38.00 0.004 SCHED 10 WET STEEL 153 0.00 29.30 0.00 14.84 6.00 0.00 0.00282 8.20 0.130 157 0.00 29.30 0.00 14.97 6.357 157 289.31 9.32 0 46.20 0.000 SCHED 10 WET STEEL 156 0.00 29.30 0.00 14.97 6.00 0.00 0.00016 11.90 0.008 157 0.00 29.30 0.00 14.97 6.357 60.89 T 38.00 0.000 0 49.90 0.008 SCHED 10 WET STEEL 157 0.00 29.30 0.00 14.97 6.00 0.00 0.00402 2.33 0.082 158 0.00 29.30 0.00 15.05 6.357 7 350.21 0.24 E 20.33 0 000 SCHED 10 WET STEEL C:\Users\Phillip\Documents\Elite Software\Fire 6 Projects\South Florida Fire Protection-Atlantic Self St®aigeda9AJUl1h ,2015,9:48 PM Elite Software Development,Inc. II Hydraulic Calculation Are-Fire Sprinkler Hydraulics Calculation Program Page 1n Phillip Roe � _-_ ----- - - ton KY 41005 Burli "J ---------- Fire Sprinkler Out ut Data Overall Pipe Output Data (cont' - q (gpm) F. L./ft Pipe-Len. PF (psi) Nodal Spk/Hose Residual Nom. Dia. Q (gpm) (psi/ft) Fit Len. PE-(psi) Beg. Elevation Discharge Pressure Inside Dia. Velocity Fittings Tot-Len. End. KFactor (feet) ft PT (psi) Node (K) ( ) (gpm) (psi) C Value (fps) Type-Grp ( ) 158 0.00 29.30 0.00 15.05 6.00 0.00 0.00402 20.00 0.153 159 0.00 9.30 0.00 23.87 63577 353.24 E 38.00 8.660 SCHED 10 WET STEEL 159 0.00 9.30 0.00 23.87 6.00 0.00 0.00402 8.50 0.179.21 160 0.00 9.30 0.00 24.05 6.3577 350.24 2E 0 36.00 00.0000 SCHED 10 WET STEEL 160 0.00 9.30 0.00 24.05 6.00 0.00 0.00402 11.30 0.813 191.00 3.594 161 0.00 1.00 0.00 28.45 6.357 157 350.24 F2T2B2C 292 30 3.594 SCHED 10 WET STEEL 38 161 0.00 1.00 0.00 28.45 6.00 0.00 0.0042E 37.20 0.238 162 0.00 -4.00 0.00 30.86 5.8900 350.22 1 0 37.20 2.465 CAST IRON, CEMENT 162 0.00 -4.00 0.00 30.86 6.00 0.00 0.00354 68.00 0.465.21 0.000 163 0.00 -4.00 0.00 31.32 5.993 350.28 3E 131 30 0.000 PVC, CLASS 200 163 0.00 -4.00 0.00 31.32 6.00 0.00 0.00438 18.60 0.119 164 0.00 2.00 0.00 28.84 5.890 350.21 E 28.60 -2.499 8 CAST IRON, CEMENT Backflo 2.00 28.84 350.68 164 Prey 165 3.00 psi 2.00 31.85 2.00 0.00 31.85 6.00 0.00 0.00438 8.50 0.200 165 0.00 2E 37.20 2.598 166 0.00 -4.00 0.00 34.65 5.890 350.21 0 37.20 2.598 CAST IRON, CEMENT 166 0.00 -4.00 0.00 34.65 6.00 0.00 0.00354 76.00 0.521.21 167 0.00 0.00 0.00 33.44 5.9933 350.28 ETG 0 1460 -1.732 PVC, CLASS 200 De ree Elbow, E = 90 Degree Elbow, L= Long Turn Elbow,T =Tee or Cross, B = Butterfly Valve, G = Fitting Legend: F = 45 g Gate Valve, C = Check Valve C:\Users\Phillip\Documents\Elite Software\Fire 6 Projects\South Florida Fire Protection-Atlantic Self Stpeda9Alb l vt/8,2015,9:48 PM Elite Software Development,Inc. ___ Hydraulic Calculation Fire- Roe Sprinkler Hydraulics CalCUtatlon Program ■per lc 12.'01 Phillip Roe Burlin ton KY 41005 Fire S •rinkler Out• ut Data __ Ji Overlal S rinkler Out•ut Data Flowing Sprinkler Sprinkler Residual Flowing lowing Discharge Flowing Area Group Sprinkler Elevation Pressure Area (ftz) ••m�f ••m Sprinkler Code KFactor (K) feet •si Node No. 1 120.00 0.211 0 211 25.37 8.00 30.30 10.06 120.00 25.37 Sub Totals For Non-Group 2 0.200 24.59 123.00 8.00 30.30 9.45 123.00 0.200 24.59 Sub Totals For Non-Group 3 0 211 25.29 120.00 0.211 8.00 30.30 9.99 120.00 25 29 Sub Totals For Non-Group 4 115.00 0.220 0 220 25.29 8.00 30.30 9.99 115.00 25.29 Sub Totals For Non-Group 5 0 211 25.31 120.00 8.00 30.30 10.01 120.00 0.211 25.31 Sub Totals For Non-Group 6 115.00 0.215 0 215 24.68 8.00 30.30 9.52 115.00 24.68 Sub Totals For Non-Group 7 120.00 0.212 0 212 25.50 8.00 30.30 10.16 120.00 25.50 Sub Totals For Non-Group g 100.00 0.254 0.254 25.40 8.00 30.30 10.08 100.00 25,40 Sub Totals For Non-Group g 45.00 0.538 0.538 24.20 8.00 30.30 9.15 45.00 24.20 Sub Totals For Non-Group 10 0.316 25.30 80.00 8.00 30.30 10.00 80.00 0.316 25.30 Sub Totals For Non-Group 11 0.448 24.17 54.00 8.00 30.30 9.13 54.00 0.448 24.17 li Sub Totals For Non-Group 12 80.00 0.316 0.316 25.31 8.00 30.30 10.01 80.00 25,31 Sub Totals For Non-Group 13 83.00 0.306 0.306 25.38 8.00 30.30 10.06 83.00 25,38 Sub Totals For Non-Group 45.00 0.543 24.42 9.32 14 8.00 30.30 45.00 0.543 24.42 Sub Totals For Non-Group p.265 350.21 Totals For All Groups 1320.00 C:\Users\Phillip\Documents\Elite Software\Fire 6 Projects\South Florida Fire Protection-Atlantic Self Staialpecia9A114W8,2015, 9:48 PI • _�_.__---. —--�""- Elite Software Development,Inc. Hydraelic Calculation ___ 0 Pay a 12 Flre-Fir p Sprinkler Y lice Calculation Program �—� Phillip Roe Illrelli Burli ton KY 41005 Fire S •rinkler Out•ut Summary_ iicall Most Demandin• S•rinkler Node r__--------� H draw 11 HMD Sprinkler Node Number: 9,11 psi HMD Actual Residual Pressure: 9.13 gpm � HMD Actual G PM: ---- S•rinkler Summa Wet Sprinkler System Type: Specified Area Of Application: 0.923.00.00 ft2 gpm/ft2 Minimum Desired Density: 0.379 gpm/ Application Average Density: .379 g Application Average Area Per Sprinkler: 365.93 gpm Average Sprinkler Flow: 25.01 gpm Average Sprinkler Flow: –T:T.:7',3;70-417= ��> ., Veloci And Imbalance Summa TI-Ow 9.47 ft/sec Maximum Flow Velocity (In Pipe 107 - 121 ) 9.40 psi Maximum Velocity Pressure (In Pipe 107 - 121 ) 0.0100 psi Allowable Maximum Nodal Pressure Imbalance: 0.0076 psi Actual Maximum Nodal Pressure Imbalance: 0.0003 Actual Average Nodal Pressure Imbalance: 0.4003 psi gpm Actual Maximum Nodal Flow Imbalance: 0 0118 gpm Actual Average Nodal Flow Imbalance: verall'Network Summar -----_—_-_----__ 93 Number Of Unique Pipe Sections: 13 Number Of Flowing Sprinklers: 1277.07 gal Pipe System Water Volume: 350.21 gpm Sprinkler Flow: 0.00 gpm Non-Sprinkler Flow: 350.21 gpm Demand Flow Excluding Exterior Hose Flow: 350.21 gpm Exterior Hose Flow: Minimum Required Residual Pressure At System Inflow 33.44 psi Node: gpm Demand Flow At System Inflow Node: I 1 L —---- C:1UserslPhilliplDocumentslElite SoftwarelFire 6 Projects\South Florida Fire Protection-Atlantic Self St AflJL l*8,2015,9:48 PA - __ ----- — — — — — -- Elite Software Development,Inc. u Hydraulic Calculation Phil-Fire Sprinkler Hydraulics Calculation Program lcu.e Calculation Phillip Roe Burk .ton KY 41005 — Fire S •rinkler Out• ut Data ---- H draulic Su• •I /Demand Gra•h �. 100 um IIIIIIIIIIIII 80 I,■■ - _ 1 70 tIM______- IIIIIMIIIIIIIIIIIII ■ 60 Him 2 MEM u) 50 NM C 1111111911 1111111111111_ ___30___ 30 I��! Ilallom-20 ■ _' ,o I MI llii�o 0 lIMIt 14 16 18 20 2 4 6 8 10 12 Flowrate(x100) gpm Supply Curve Data Static Pressure: 50 psi Test Residual Pressure: 30 psi Test Flow Rate: 1145 gpm Demand Curve Data Calculated Residual Pressure: 33.44 psi Calculated Flow Rate: 600.21 gpm Exterior Hose Flow: 250.00 gpm Excess Available Residual Pressure At Calculated Flow: 10.51 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 16.12 psi C:\Users\Phillip\Documents\Elite Software\Fire 6 Projects\South Florida Fire Protection-Atlantic Self StfealysdaliitAltivir8,2015,9:48 PA)