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Hydraulic design info sheet
HYDRAULIC DESIGN INFORMATION SHEET Name: ORONO HIGH SCHOOL Date: 12/30/97 Location: 795 CRYSTAL BAY ROAD, LONG LAKE, MN Building: LOCKER AREA - #2 System No. EXIST Contractor:BROTHERS FIRE PROTECTION COMPANY Contract No. Calculated By:DD MORE NICET # 084928 Drawing No. FP-1 Construction: [ ] -Combustible [X] -Non-Combustible Ceiling Height : 9 ' 3 Ft . Occupancy: SCHOOL AREA - LIGHT HAZARD SYSTEM DESIGN [X] -NFPA 13 : [X1 -LT. HAZ . [ ] -ORDINARY HAZARD GROUP: [ ] -EX .HAZARD. [ ] -NFPA 231 [ ] -NFPA 2310: FIGURE: CURVE: [ 1 -OTHER (Specify) : [ ] -SPECIFIC RULING: MADE BY: DATE: Area of Sprinkler Operation: 1530 SF * System Type * Density: 0 . 10 GPM/SF [X] -WET [ 1 -DRY [ ] -DELUGE [ ] -PRE-ACTION Area Per Sprinkler: 185 SF Hose Allowance GPM: Inside: 0 * SPRINKLER OR NOZZLE * Hose Allowance GPM: Outside: 100 Make:CENTRAL Model : A Rack Sprinkler Allowance: 0 Size : 1/2" K-Factor: 5 . 6 Temperature Rating: ORDINARY CALCULATION SUMMARY GPM Required: 330 . 76 PSI Required: 49 .48 "C" Factor Used: Overhead: 120 Underground:140 WATER SUPPLY * WATER FLOW TEST * * PUMP DATA * Date & Time : 4/97 TANK OR RESERVOIR / Rated Capacity: Capacity: Static PSI : 58 PSI At PSI : Elevation: Residual PSI : 44 PSI Elevation: GPM Flowing: 980 GPM * WELL * Elevation: 9 . 0 Proof Flow: Location: CRYSTAL BAY ROAD Source Information: CITY WATER / GRINNELL FIRE , File : ORRLK2 .CAL "THE" Sprinkler Program by FPE Software, Inc . Page : 1 PRESSURE FLOW ELEVATION K-FACTOR AREA DENSITY NODE (PSI) (GPM) (FEET) (SQ.FT. ) (GPM/SQ.FT. ) L91 7 .54 15 .38 8 . 50 5 . 6 90 0 . 171 L92 8 .31 0 .00 8 . 50 L92H 8 . 29 16 . 12 8 .50 5 . 6 90 0 .179 L93 10 . 30 17 .97 8 . 50 5 . 6 90 0 .200 L94 12 .51 0 .00 8 .50 L95 15 .02 0 . 00 8 .50 L81 7 .58 15 .41 8 .50 5 . 6 125 0 . 123 L82 8 .27 16 . 10 8 . 50 5 .6 125 0 . 129 L71 10 . 91 18 . 50 8 .50 5 .6 185 0 . 100 L72 12 . 19 19 . 55 8 .50 5 . 6 185 0 . 106 L76 17 . 36 23 .33 8 .50 5 . 6 185 0 . 126 L77 19 .52 24 . 74 8 .50 5 . 6 185 0 . 134 L58 28 .47 0 .00 7 . 00 L64 12 . 34 19 . 67 7 . 00 5 .6 140 0 . 141 L65 13 . 73 20 . 75 7 . 00 5 .6 140 0 . 148 L66 17 .21 23 .23 7 . 00 5 .6 140 0 . 166 L59 41 . 17 0 .00 8 .25 L39 46 .40 0 . 00 7 .0 A99 47 .45 0 . 00 7 . 0 TOR 48 . 72 0 . 00 7 .0 BOZ 53 . 02 0 . 00 -1 .0 BOR 54 .04 0 . 00 -3 . 0 CITY 49 .48 330 . 76 9 . 0 SOURCE 1 File: ORRLK2.CAL "THE" Sprinkler Program by FPE Software, Inc. Page: 1 BEGIN END FLOW DIAMETER TYPE FITTINGS LENGTH EQV LENGTH TOT LENGTH FRICTION C-VALUE Pe Pf VELOCITY NODE NODE (GPM) (INCHES) (FEET) (FEET) (FEET) (PSI/FT.) (PSI) (PSI) (FT/SEC) L92 L91 15.38 1.104 XL T 5.75 6.50 12.25 0.062 120 0.00 0.76 5.15 L92 L92H 16.12 1.104 XL 0.25 0.00 0.25 0.068 120 0.00 0.02 5.40 L93 L92 31.50 1.104 XL 8.45 0.00 8.45 0.235 120 0.00 1.99 10.56 L94 L93 49.47 1.104 XL 4.08 0.00 4.08 0.542 120 0.00 2.21 16.58 L95 L94 80.99 1.452 XL 7.08 0.00 7.08 0.355 120 0.00 2.51 15.69 L76 L95 119.04 2.154 XL E 15.85 6.20 22.05 0.106 120 0.00 2.34 10.48 L82 L81 15.41 1.104 XL 11.08 0.00 11.08 0.063 120 0.00 0.69 5.17 L94 L82 31.52 1.104 XL T 11.50 6.50 18.00 0.235 120 0.00 4.24 10.56 L72 L71 18.50 1.104 XL 14.50 0.00 14.50 0.088 120 0.00 1.27 6.20 L95 L72 38.05 1.104 XL T 2.0 6.50 8.50 0.333 120 0.00 2.83 12.75 L77 L76 142.37 2.154 XL 14.58 0.00 14.58 0.148 120 0.00 2.15 12.53 L58 L77 167.10 2.154 XL LT 26.50 15.30 41.80 0.199 120 0.65 8.31 14.71 L65 L64 19.67 1.104 XL 14.18 0.00 14.18 0.098 120 0.00 1.40 6.59 L66 L65 40.42 1.104 XL 9.33 0.00 9.33 0.373 120 0.00 3.48 13.55 L58 L66 63.66 1.104 XL E 10.43 2.60 13.03 0.864 120 0.00 11.26 21.34 L59 L58 230.76 2.635 10 3L 81.33 16.50 97.83 0.135 120 -0.54 13.24 13.58 L39 L59 230.76 3.260 10 2LT 64.00 33.80 97.80 0.048 120 0.54 4.69 8.87 A99 L39 230.76 3.260 10 2L 8.33 13.60 21.93 0.048 120 0.00 1.05 8.87 TOR A99 230.76 4.260 10 4L 65.75 31.60 97.35 0.013 120 0.00 1.27 5.19 BOZ TOR 230.76 4.260 10 2TG 8.75 54.80 63.55 0.013 120 3.47 0.83 5.19 BOR BOZ 230.76 6.065 40 2EGC 3.00 64.00 67.00 0.002 120 0.87 0.16 2.56 CITY BOR 230.76 6.340 DI 3ETG 350.0 99.75 449.75 0.001 140 -5.20 0.64 2.35 HYDRAULIC SUMMARY WATER SUPPLY INFORMATION Static : 58 . 00 psi . Residual : 44 . 00 psi . @ 980 .00 gpm. Hose: 100 . 00 gpm. System requires : 49 .48 psi . @ 330 . 76 gpm. (including Hose Allowance) Supply available : 56 . 12 psi . Safety Margin: 6 . 64 psi . Maximum velocity in the system is 0 . 00 ft/sec . Continuity at all nodes satisfied to 0 .01 gpm. FITTING LEGEND PIPE TYPE LEGEND F = 45 DEGREE ELBOW XL = ALLIED XL E = 90 DEGREE ELBOW 10 = SCHEDULE 10 L = 90 DEGREE LONG TURN ELBOW 40 = SCHEDULE 40 T = TEE OR CROSS 07 = SUPER FLO B = BUTTERFLY VALVE CK = COPPER TYPE K G = GATE VALVE CL = COPPER TYPE L C = CHECK VALVE CM = COPPER TYPE M D = DRY PIPE VALVE PB = POLYBUTYLENE - IRON PIPE SIZE U = DELUGE VALVE CP = CPVC P = PLASTIC 90 ELBOW DI = DUCTILE NOTES : Water Supply vs . Demand Curve 70 -- 60 60 —50 — X x M : 231M 100 980 g N - 49 44 ps iy A w 40 a 0. 30 — 20 -H 10 0 › I 1 I 1 I ►_ I 0 200 400 600 800 1000 FLOW (gpp) HYDRAULIC DESIGN INFORMATION SHEET Name: ORONO HIGH SCHOOL Date: 12/31/97 Location: 795 CRYSTAL BAY ROAD, LONG LAKE, MN Building: GYM AREA System No. EXIST Contractor:BROTHERS FIRE PROTECTION COMPANY Contract No. Calculated By:DD MORE NICET # 084928 Drawing No. FP-1 & 2 Construction: [ ] -Combustible [X] -Non-Combustible Ceiling Height : 31 ' 6 Ft . Occupancy: GYM AREA - ORDINARY GROUP II SYSTEM DESIGN [X] -NFPA 13 : [ ] -LT. HAZ . [X] -ORDINARY HAZARD GROUP: II [ ] -EX.HAZARD. [ ] -NFPA 231 [ ] -NFPA 231C: FIGURE: CURVE: [X] -OTHER (Specify) :CENTRAL ELO - 16GB - 14x14 COVERAGE @ 39 .2 GPM [ ] -SPECIFIC RULING: MADE BY: DATE: Area of Sprinkler Operation: 1592 SF * System Type * Density: 0 .20 GPM/SF [X] -WET [ 1 -DRY [ ] -DELUGE [ ] -PRE-ACTION Area Per Sprinkler: 179 SF Hose Allowance GPM: Inside: 0 * SPRINKLER OR NOZZLE * Hose Allowance GPM: Outside: 250 Make:CENTRAL Model :ELO-16 Rack Sprinkler Allowance : 0 Size: 5/8" K-Factor: 11 .4 Temperature Rating: ORDINARY CALCULATION SUMMARY GPM Required: 568 .34 PSI Required: 43 .06 "C" Factor Used: Overhead:120 Underground:140 WATER SUPPLY * WATER FLOW TEST * * PUMP DATA * * TANK OR RESERVOIR * Date & Time: 4/97 Rated Capacity: Capacity: Static PSI : 58 PSI At PSI : Elevation: Residual PSI : 44 PSI Elevation: GPM Flowing: 980 GPM * WELL * Elevation: 9 . 0 Proof Flow: Location: CRYSTAL BAY ROAD Source Information: CITY WATER / GRINNELL FIRE File: ORRGYM.CAL "THE" Sprinkler Program by FPE Software, Inc. Page: 1 PEAKING SUMMARY Remote Area Shift 11 Shift 12 NODE (gpm) (psi) (gPm) (psi) (gPm) (Psi) CITY 568.34 43.06 568.42 43.14 569.01 42.43 , File: ORRGYM.CAL "THE" Sprinkler Program by FPE Software, Inc . Page: 1 PEAKING SUMMARY Remote Area Shift #1 Shift #2 NODE (gpm) (psi) (gpm) (psi) (gpm) (psi) CITY 568 .34 43 .06 568 .42 43 .14 569 . 01 42 .43 . File: ORRGYM.CAL "THE" Sprinkler Program by FPE Software, Inc . Page : 2 PRESSURE FLOW ELEVATION K-FACTOR AREA DENSITY NODE (PSI) (GPM) (FEET) (SQ.FT. ) (GPM/SQ.FT. ) Fl 18 . 78 0 . 00 31 . 0 11 18 .09 0 .00 31 . 18 12 14 .22 0 .00 31 .18 13 12 .29 39 .96 31 .18 11 .4 179 0 .223 14 11 . 82 39 .20 31 . 18 11 .4 179 0 .219 15 11 . 84 39 .22 31 . 18 11 .4 179 0 .219 16 12 .58 40 .44 31 .18 11 .4 179 0 .226 17 15 . 06 0 . 00 31 . 18 19 20 . 02 0 . 00 31 . 18 M1 20 .88 0 .00 31 . 0 F2 19 .01 0 . 00 31 .0 21 18 . 31 0 . 00 31 . 18 22 14 .37 0 . 00 31 . 18 23 12 .41 40 . 15 31 . 18 11 .4 179 0 .224 24 11 . 93 39 . 38 31 . 18 11 .4 179 0 .220 25 11 .94 39 .40 31 .18 11 .4 179 0 .220 26 12 . 68 40 .60 31 .18 11 .4 179 0 .227 27 15 . 16 0 .00 31 .18 29 20 . 12 0 .00 31 .18 M2 20 . 98 0 . 00 31 . 0 F3 19 . 85 0 .00 31 .0 31 19 . 82 0 . 00 31 . 18 39 21 .23 0 .00 31 .18 M3 21 . 36 0 . 00 31 . 0 F4 20 .50 0 .00 31 .0 41 20 .46 0 . 00 31 . 18 49 21 .70 0 . 00 31 .18 M4 21 . 82 0 . 00 31 . 0 F5 20 . 99 0 . 00 31 . 0 51 20 .96 0 . 00 31 .18 59 22 .24 0 . 00 31 .18 M5 22 .36 0 .00 31 . 0 F6 21 .35 0 .00 31 . 0 61 21 . 32 0 . 00 31 . 18 69 22 . 86 0 .00 31 . 18 M6 22 . 99 0 . 00 31 . 0 F7 21 . 58 0 .00 31 .0 71 21 .57 0 . 00 31 . 18 79 23 . 59 0 . 00 31 . 18 M7 23 . 74 0 . 00 31 . 0 F8 21 . 88 0 . 00 31 .0 81 21 . 88 0 . 00 31 .18 89 24 .29 0 .00 31 . 18 M8 24 .44 0 . 00 31 .0 F9 25 . 61 0 . 00 22 .5 91 25 .38 0 . 00 23 .25 99 28 .05 0 . 00 23 .25 M9 28 .47 0 . 00 22 .5 M10 32 .42 0 . 00 18 . 67 Mll 37 . 80 0 .00 8 .0 TOR 41 . 76 0 . 00 8 .0 File: ORRGYM.CAL "THE" Sprinkler Program by FPE Software, Inc . Page: 3 PRESSURE FLOW ELEVATION K-FACTOR AREA DENSITY NODE (PSI) (GPM) (FEET) (SQ.FT. ) (GPM/SQ.FT. ) BOR 45 .51 0 .00 0 .0 CITY 43 . 06 568 .34 9 .0 SOURCE r . File: ORRGYM.CAL "THE" Sprinkler Program by FPE Software, Inc. Page: 2 BEGIN END FLOW DIAMETER TYPE FITTINGS LENGTH EQV LENGTH TOT LENGTH FRICTION C-VALUE Pe Pf VELOCITY NODE NODE (GPM) (INCHES) (FEET) (FEET) (FEET) (PSI/FT.) (PSI) (PSI) (FT/SEC) Fl 11 74.11 2.154 XL T 1.50 12.30 13.80 0.044 120 0.08 0.61 6.52 11 12 74.11 1.687 XL T 16.66 1Q.00 26.66 0.145 120 0.00 3.87 10.64 12 13 74.11 1.687 XL 13.33 0.00 13.11 0.145 120 0.00 1.94 10.64 13 14 34.15 1.687 XL 13.33 0.00 13.33 0.035 120 0.00 0.46 4.90 15 14 5.05 1.687 XL 13.33 0.00 13.33 0.001 120 0.00 0.01 0.72 16 15 44.27 1.687 XL 13.33 0.00 13.33 0.056 120 0.00 0.75 6.35 17 16 84.71 1.687 XL 13.33 0.00 13.33 0.186 120 0.00 2.48 12.16 19 17 84.71 1.687 XL T 16.66 10.00 26.66 0.186 120 0.00 4.96 12.16 M1 19 84.71 2.154 XL T 1.50 12.30 13.80 0.057 120 0.08 0.78 7.46 F2 21 74.80 2.154 XL T 1.50 12.30 13.80 0.045 120 0.08 0.62 6.59 21 22 74.80 1.687 XL T 16.66 10.00 26.66 0.148 120 0.00 3.94 10.74 22 23 74.80 1.687 XL 13.33 0.00 13.33 0.148 120 0.00 1.97 10.74 23 24 34.65 1.687 XL 13.33 0.00 13.33 0.036 120 0.00 0.47 4.97 25 24 4.73 1.687 XL 13.33 0.00 13.33 0.001 120 0.00 0.01 0.68 26 25 44.13 1.687 XL 13.33 0.00 13.33 0.056 120 0.00 0.74 6.33 27 26 84.73 1.687 XL 13.33 0.00 13.33 0.186 120 0.00 2.48 12.16 29 27 84.73 1.687 XL T 16.66 10.00 26.66 0.186 120 0.00 4.96 12.16 M2 29 84.73 2.154 XL T 1.50 12.30 13.80 0.057 120 0.08 0.78 7.46 31 F3 19.06 2.154 XL T 1.50 12.30 13.80 0.004 120 -0.08 0.05 1.68 39 31 19.06 1.687 XL 2T 100.00 20.00 120.00 0.012 120 0.00 1.41 2.74 M3 39 19.06 2.154 XL T 1.50 12.30 13.80 0.004 120 0.08 0.05 1.68 41 F4 17.72 2.154 XL T 1.50 12.30 13.80 0.003 120 -0.08 0.04 1.56 49 41 17.72 1.687 XL 2T 100.00 20.00 120.00 0.010 120 0.00 1.23 2.54 M4 49 17.72 2.154 XL T 1.50 12.30 13.80 0.003 120 0.08 0.04 1.56 51 F5 18.06 2.154 XL T 1.50 12.30 13.80 0.003 120 -0.08 0.04 1.59 59 51 18.06 1.687 XL 2T 100.00 20.00 120.00 0.011 120 0.00 1.28 2.59 M5 59 18.06 2.154 XL T 1.50 12.30 13.80 0.003 120 0.08 0.04 1.59 61 F6 19.95 2.154 XL T 1.50 12.30 13.80 0.004 120 -0.08 0.05 1.76 69 61 19.95 1.687 XL 2T 100.00 20.00 120.00 0.013 120 0.00 1.54 2.86 M6 69 19.95 2.154 XL T 1.50 12.30 13.80 0.004 120 0.08 0.05 1.76 71 F7 23.09 2.154 XL T 1.50 12.30 13.80 0.005 120 -0.08 0.07 2.03 79 71 23.09 1.687 XL 2T 100.00 20.00 120.00 0.017 120 0.00 2.01 3.31 M7 79 23.09 2.154 XL T 1.50 12.30 13.80 0.005 120 0.08 0.07 2.03 81 F8 24.13 2.154 XL T 1.50 12.30 13.80 0.006 120 -0.08 0.08 2.12 89 81 24.13 1.687 XL 2E2T 102.00 30.20 132.20 0.018 120 0.00 2.41 3.46 M8 89 24.13 2.154 XL T 1.50 12.30 13.80 0.006 120 0.08 0.08 2.12 91 F9 26.90 2.154 XL T 1.50 12.30 13.80 0.007 120 -0.33 0.09 2.37 99 91 26.90 1.687 XL 2T 100.00 20.00 120.00 0.022 120 0.00 2.67 3.86 M9 99 26.90 2.154 XL T 1.50 12.30 13.80 0.007 120 0.33 0.09 2.37 F2 Fl 74.11 2.635 10 13.92 0.00 13.92 0.017 120 0.00 0.23 4.36 F3 F2 148.91 2.635 10 13.92 0.00 13.92 0.060 120 0.00 0.84 8.76 F4 F3 129.84 2.635 10 13.92 0.00 13.92 0.047 120 0.00 0.65 7.64 F5 F4 112.12 2.635 10 13.92 0.00 13.92 0.036 120 0.00 0.50 6.60 F6 F5 94.06 2.635 10 13.92 0.00 13.92 0.026 120 0.00 0.36 5.53 F7 F6 74.11 2.635 10 13.92 0.00 13.92 0.017 120 0.00 0.23 4.36 F8 F7 51.02 2.635 10 2L 25.50 11.00 36.50 0.008 120 0.00 0.30 3.00 F9 F8 26.90 2.635 10 17.00 0.00 17.00 0.003 120 3.68 0.04 1.58 142 141 84.71 3.260 10 13.92 0.00 13.92 0.008 120 0.00 0.10 3.26 M3 M2 169.44 3.260 10 13.92 0.00 13.92 0.027 120 0.00 0.38 6.51 M4 143 188.50 3.260 10 13.92 0.00 13.92 0.033 120 0.00 0.46 7.25 M5 M4 206.22 3.260 10 13.92 0.00 13.92 0.039 120 0.00 0.54 7.93 File: ORRGYM.CAL "THE" Sprinkler Program by FPE Software, Inc. Page: 3 BEGIN END FLOW DIAMETER TYPE FITTINGS LENGTH EQV LENGTH TOT LENGTH FRICTION C-VALUE Pe Pf VELOCITY NODE NODE (GPM) (INCHES) (FEET) (FEET) (FEET) (PSI/FT.) (PSI) (PSI) (FT/SEC) M6 M5 224.28 3.260 10 13.92 0.00 13.92 0.046 120 0.00 0.63 8.62 M7 M6 244.23 3.260 10 13.92 0.00 13.92 0.053 120 0.00 0.74 9.39 M8 M7 267.32 4.260 10 2L 25.50 15.80 41.30 0.017 120 0.00 0.71 6.02 M9 148 291.45 4.260 10 17.00 0.00 17.00 0.020 120 3.68 0.34 6.56 M10 M9 318.34 4.260 10 2LT 55.0 42.20 97.20 0.024 120 1.66 2.30 7.17 Mil M10 318.34 4.260 10 2L 16.00 15.80 31.80 0.024 120 4.62 0.75 7.17 TOR 1411 318.34 4.260 10 4L2TB 75.00 92.40 167.40 0.024 120 0.00 3.96 7.17 BOR TOR 318.34 6.065 40 2EGC 3.00 64.00 67.00 0.004 120 3.47 0.28 3.54 CITY BOR 318.34 6.340 DI 3ETG 350.0 75.00 425.00 0.003 120 -3.90 1.45 3.24 HYDRAULIC SUMMARY WATER SUPPLY INFORMATION Static : 58 . 00 psi . Residual : 44 . 00 psi . @ 980 .00 gpm. Hose : 250 . 00 gpm. System requires : 43 .06 psi . @ 568 .34 gpm. (including Hose Allowance) Supply available: 52 . 89 psi . Safety Margin: 9 . 83 psi . Maximum velocity in the system is 0 .00 ft/sec . Continuity at all nodes satisfied to 0 . 01 gpm. FITTING LEGEND PIPE TYPE LEGEND F = 45 DEGREE ELBOW XL = ALLIED XL E = 90 DEGREE ELBOW 10 = SCHEDULE 10 L = 90 DEGREE LONG TURN ELBOW 40 = SCHEDULE 40 T = TEE OR CROSS 07 = SUPER FLO B = BUTTERFLY VALVE CK = COPPER TYPE K G = GATE VALVE CL = COPPER TYPE L C = CHECK VALVE CM = COPPER TYPE M D = DRY PIPE VALVE PB = POLYBUTYLENE - IRON PIPE SIZE U = DELUGE VALVE CP = CPVC P = PLASTIC 90 ELBOW DI = DUCTILE NOTES: PRESSURE (psi ) CO �y .. I ' I ' I ' I I I I I • 4W ea uluz 3 E 2£ X `+ 0 -- 3) m N 0 M p. o r. 3 b �+ m 3 0 — 2. 1 C m 4u) 0 — . co 0 aI pod3 HYDRAULIC DESIGN INFORMATION SHEET Name: ORONO HIGH SCHOOL Date: 2/1/98 Location: 795 OLD CRYSTAL BAY ROAD, LONG LAKE, MN Building: BAND ROOM CLASSROOM System No. ZONE 1 Contractor:BROTHERS FIRE PROTECTION COMPANY Contract No. Calculated By:DD MORE NICET # 084928 Drawing No. FP-1 & 2 Construction: [ ] -Combustible [X] -Non-Combustible Ceiling Height : 10 ' 8" Ft . Occupancy: CLASSROOM AREA - LIGHT HAZARD SYSTEM DESIGN [X] -NFPA 13 : [X1 -LT. HAZ . [ 1 -ORDINARY HAZARD GROUP: [ ] -EX.HAZARD. [ ] -NFPA 231 ( ] -NFPA 231C: FIGURE: CURVE: [ 1 -OTHER (Specify) : [ ] -SPECIFIC RULING: MADE BY: DATE: Area of Sprinkler Operation: 1572 SF * System Type * Density: 0 . 10 GPM/SF [X1 -WET [ 1 -DRY [ 1 -DELUGE [ 1 -PRE-ACTION Area Per Sprinkler: 196 SF Hose Allowance GPM: Inside : 0 * SPRINKLER OR NOZZLE * Hose Allowance GPM: Outside: 100 Make:CENTRAL Model : 'A' Rack Sprinkler Allowance: 0 Size: 1/2" K-Factor: 5 .65 Temperature Rating: 165 F CALCULATION SUMMARY GPM Required: 335 .39 PSI Required: 46 . 73 "C" Factor Used: Overhead:120 Underground:140 WATER SUPPLY * WATER FLOW TEST * * PUMP DATA * * TANK OR RESERVOIR * Date & Time: 4/97 Rated Capacity: Capacity: Static PSI : 58 PSI At PSI : Elevation: Residual PSI : 44 PSI Elevation: GPM Flowing: 980 GPM * WELL * Elevation: 0 . 0 Proof Flow: Location: 790 OLD CRYSTAL BAY ROAD Source Information: CITY WATER / GRINNELL FIRE File : ORBND.CAL "THE" Sprinkler Program by FPE Software, Inc . Page: 1 PRESSURE FLOW ELEVATION K-FACTOR AREA DENSITY NODE (PSI) (GPM) (FEET) (SQ.FT. ) (GPM/SQ.FT. ) 91 12 .03 19 .60 18 .67 5 .65 196 0 .100 92 13 .45 20 .72 18 .67 5 .65 196 0 .106 93 19 .95 25 .23 18 . 67 5 .65 196 0 . 129 94 22 .22 0 . 00 18 . 67 95 19 . 08 24 . 68 18 .67 5 . 65 196 0 . 126 81 12 .21 19 . 74 18 . 67 5 .65 196 0 . 101 82 13 . 65 20 .87 18 . 67 5 . 65 196 0 . 106 83 20 .23 25 .41 18 . 67 5 . 65 196 0 .130 84 22 .53 0 . 00 18 . 67 85 19 .41 24 . 89 18 . 67 5 . 65 196 0 . 127 73 23 . 94 27 . 64 18 . 67 5 . 65 196 0 . 141 74 24 .61 0 . 00 18 . 67 75 22 . 16 26 .60 18 .67 . 5 . 65 196 0 . 136 B6 33 . 94 0 . 00 18 . 67 B4 37 . 17 0 . 00 18 . 67 A69 38 . 74 0 .00 18 . 67 A99 44 .22 0 . 00 7 .0 TOR 46 . 81 0 . 00 7 . 0 BOR 51 .27 0 . 00 -3 . 0 CITY 46 . 73 335 .39 9 .0 SOURCE File: ORBND.CAL "THE" Sprinkler Program by FPE Software, Inc. Page: 1 BEGIN END FLOW DIAMETER TYPE FITTINGS LENGTH EQV LENGTH TOT LENGTH FRICTION C-VALUE Pe Pf VELOCITY NODE NODE (GPM) (INCHES) (FEET) (FEET) (FEET) (PSI/FT.) (PSI) (PSI) (FT/SEC) 92 91 19.60 1.104 XL 14.50 0.00 14.50 0.098 120 0.00 1.42 6.57 93 92 40.32 1.104 XL 17.50 0.00 17.50 0.371 120 0.00 6.50 13.51 94 93 65.55 1.452 XL T 1.75 7.70 9.45 0.240 120 0.00 2.27 12.70 94 95 24.68 1.104 XL T 14.5 6.50 21.00 0.150 120 0.00 3.14 8.27 82 81 19.74 1.104 XL 14.50 0.00 14.50 0.099 120 0.00 1.44 6.62 83 82 40.62 1.104 XL 17.50 0.00 17.50 0.376 120 0.00 6.58 13.61 84 83 66.03 1.452 XL T 1.75 7.70 9.45 0.243 120 0.00 2.30 12.79 84 85 24.89 1.104 XL T 14.0 6.50 20.50 0.152 120 0.00 3.12 8.34 74 73 27.64 1.452 XL T 6.15 7.70 13.85 0.049 120 0.00 0.67 5.36 74 75 26.60 1.104 XL T 7.75 6.50 14.25 0.172 120 0.00 2.45 8.91 84 94 90.23 2.635 10 13.25 0.00 13.25 0.024 120 0.00 0.32 5.31 74 84 181.15 2.635 10 2L 13.00 11.00 24.00 0.086 120 0.00 2.08 10.66 B6 74 235.39 2.635 10 3L 50.00 16.50 66.50 0.140 120 0.00 9.33 13.85 B4 B6 235.39 3.260 10 3L 44.42 20.40 64.82 0.050 120 0.00 3.23 9.05 A69 B4 235.39 4.260 10 5LT 50.0 65.90 115.90 0.014 120 0.00 1.57 5.30 A99 A69 235.39 4.260 10 2L 16.0 15.80 31.80 0.014 120 5.06 0.43 5.30 TOR A99 235.39 4.260 10 7L2TB 75.00 116.10 191.10 0.014 120 0.00 2.59 5.30 BOR TOR 235.39 6.357 10 2EGC 3.00 64.00 67.00 0.002 120 4.33 0.13 2.38 CITY BOR 235.39 6.340 DI 3ETG 350.0 99.75 449.75 0.001 140 -5.20 0.66 2.39 HYDRAULIC SUMMARY WATER SUPPLY INFORMATION Static : 58 . 00 psi . Residual : 44 . 00 psi . @ 980 . 00 gpm. Hose : 100 .00 gpm. System requires : 46 . 73 psi . @ 335 .39 gpm. (including Hose Allowance) Supply available: 56 . 07 psi . Safety Margin: 9 .34 psi . Maximum velocity in the system is 0 . 00 ft/sec. Continuity at all nodes satisfied to 0 . 01 gpm. FITTING LEGEND PIPE TYPE LEGEND F = 45 DEGREE ELBOW XL = ALLIED XL E = 90 DEGREE ELBOW 10 = SCHEDULE 10 L = 90 DEGREE LONG TURN ELBOW 40 = SCHEDULE 40 T = TEE OR CROSS 07 = SUPER FLO B = BUTTERFLY VALVE CK = COPPER TYPE K G = GATE VALVE CL = COPPER TYPE L C = CHECK VALVE CM = COPPER TYPE M D = DRY PIPE VALVE PB = POLYBUTYLENE - IRON PIPE SIZE U = DELUGE VALVE CP = CPVC P = PLASTIC 90 ELBOW DI = DUCTILE NOTES : PRESSURE (psi ) is al si ea is ai al CO I LU C9 — 4N LAX A 11 is — 3 I9 I- CP G E Po ekM al o g '0 10 1x...... LC M 3 PoZ Ig n { m AM CP 10 "+d 3 HYDRAULIC DESIGN INFORMATION SHEET Name: ORONO HIGH SCHOOL Date: 2/1/98 Location: 795 OLD CRYSTAL BAY ROAD , ORONO, MN Building: BASEMENT AREA - GRID System No. NEW Contractor:BROTHERS FIRE PROTECTION COMPANY Contract No. Calculated By:DD MORE NICET # 084928 Drawing No. FP-3 Construction: [ ] -Combustible [X] -Non-Combustible Ceiling Height :9 ' -1" Ft . Occupancy: SCHOOL AREA - LIGHT HAZARD SYSTEM DESIGN [X] -NFPA 13 : [X] -LT. HAZ . [ ] -ORDINARY HAZARD GROUP: [ ] -EX.HAZARD. [ ] -NFPA 231 [ ] -NFPA 2310: FIGURE: CURVE: [ ] -OTHER (Specify) : [ ] -SPECIFIC RULING: MADE BY: DATE: Area of Sprinkler Operation: 1592 SF * System Type * Density: 0 .10 GPM/SF [X] -WET [ I -DRY [ ] -DELUGE [ ] -PRE-ACTION Area Per Sprinkler: 196 SF Hose Allowance GPM: Inside: 0 * SPRINKLER OR NOZZLE * Hose Allowance GPM: Outside: 100 Make :CENTRAL Model :MODEL A Rack Sprinkler Allowance: 0 Size: 1/2" K-Factor: 5 . 65 Temperature Rating: ORDINARY CALCULATION SUMMARY GPM Required: 281 .56 PSI Required: 31 . 00 "C" Factor Used: Overhead: 120 Underground: 140 WATER SUPPLY * WATER FLOW TEST * * PUMP DATA * * TANK OR RESERVOIR * Date & Time: 7/97 Rated Capacity: Capacity: Static PSI : 58 PSI At PSI : Elevation: Residual PSI : 44 PSI Elevation: GPM Flowing: 980 GPM * WELL * Elevation: 9 . 0 Proof Flow: Location: CRYSTAL BAY ROAD Source Information: CITY WATER / GRINNELL FIRE File: ORRBAS .CAL "THE" Sprinkler Program by FPE Software, Inc . Page : 1 PEAKING SUMMARY Remote Area Shift #1 Shift #2 NODE (gpm) (psi) (gpm) (psi) (gpm) (psi) CITY 281 .56 31 .00 281 . 19 31 .68 281 . 84 30 . 12 File: ORRBAS .CAL "THE" Sprinkler Program by FPE Software, Inc . Page: 2 PRESSURE FLOW ELEVATION K-FACTOR AREA DENSITY NODE (PSI) (GPM) (FEET) (SQ.FT. ) (GPM/SQ.FT. ) Bi 16 .37 0 . 00 6 .0 11 15 .46 0 .00 7 .0 12 13 .15 0 .00 7 .0 13 12 . 36 19 . 69 7 .0 5 .6 196 0 .100 14 12 .25 19 . 60 7 .0 5 .6 196 0 . 100 15 12 .33 19 . 66 7 . 0 5 . 6 196 0 . 100 16 13 . 03 20 .21 7 . 0 5 .6 196 0 . 103 17 14 . 90 0 .00 7 .0 19 21 .74 0 . 00 7 .0 Cl 23 . 31 0 . 00 6 .0 B2 16 .49 0 . 00 6 .0 21 15 .58 0 .00 7 . 0 22 13 .24 0 . 00 7 . 0 23 12 .45 19 . 76 7 .0 5 . 6 196 0 . 101 24 12 . 33 19 . 67 7 .0 5 . 6 196 0 . 100 25 12 .41 19 . 73 7 . 0 5 .6 196 0 . 101 26 13 . 11 20 .27 7 .0 5 . 6 196 0 . 103 27 14 . 99 0 . 00 7 . 0 29 21 . 84 0 . 00 7 .0 C2 23 .42 0 . 00 6 . 0 B3 16 .94 0 .00 6 . 0 31 16 .55 0 . 00 7 .0 32 16 . 76 0 . 00 7 .0 33 16 . 83 22 . 97 7 . 0 5 . 6 196 0 .117 34 17 . 68 0 . 00 7 . 0 39 22 . 90 0 .00 7 . 0 C3 23 .82 0 . 00 6 . 0 B5 17 .29 0 . 00 6 . 0 51 17 .23 0 .00 7 . 0 59 23 . 70 0 . 00 7 . 0 C5 24 .51 0 . 00 6 . 0 B6 17 .38 0 . 00 6 . 0 61 17 .31 0 . 00 7 .0 69 23 .67 0 .00 7 . 0 C6 24 .47 0 .00 6 . 0 C4 24 . 90 0 . 00 6 .0 K7 22 .46 0 .00 18 .67 A79 23 .42 0 . 00 18 . 67 A89 25 . 68 0 . 00 18 . 67 A99 31 . 01 0 .00 7 . 0 TOR 31 .24 0 . 00 7 . 0 BOZ 34 . 74 0 . 00 -1 . 0 BOR 35 . 69 0 .00 -3 . 0 CITY 31 . 00 281 . 56 9 .0 SOURCE File: ORRBAS.CAL "THE" Sprinkler Program by FPE Software, Inc. Page: 2 BEGIN END FLOW DIAMETER TYPE FITTINGS LENGTH EQV LENGTH TOT LENGTH FRICTION C-VALUE Pe Pf VELOCITY NODE NODE (GPM) (INCHES) (FEET) (FEET) (FEET) (PSI/FT.) (PSI) (PSI) (FT/SEC) Bl 11 30.41 1.452 XL T 0.50 7.70 8.20 0.058 120 0.43 0.48 5.89 11 12 30.41 1.452 XL T 32.20 7.70 39.90 0.058 120 0.00 2.31 5.89 12 13 30.41 1.452 XL 13.50 0.00 13.50 0.058 120 0.00 0.78 5.89 13 14 10.72 1.452 XL 13.50 0.00 13.50 0.008 120 0.00 0.11 2.08 15 14 8.88 1.452 XL 13.50 0.00 13.50 0.006 120 0.00 0.08 1.72 16 15 28.55 1.452 XL 13.50 0.00 13.50 0.052 120 0.00 0.70 5.53 17 16 48.76 1.452 XL 13.50 0.00 13.50 0.139 120 0.00 1.88 9.45 19 17 48.76 1.452 XL T 41.50 7.70 49.20 0.139 120 0.00 6.83 9.45 Cl 19 48.76 1.452 XL T 0.50 7.70 8.20 0.139 120 0.43 1.14 9.45 B2 21 30.59 1.452 XL T 0.50 7.70 8.20 0.059 120 0.43 0.48 5.93 21 22 30.59 1.452 XL T 32.20 7.70 39.90 0.059 120 0.00 2.34 5.93 22 23 30.59 1.452 XL 13.50 0.00 13.50 0.059 120 0.00 0.79 5.93 23 24 10.83 1.452 XL 13.50 0.00 13.50 0.009 120 0.00 0.12 2.10 25 24 8.83 1.452 XL 13.50 0.00 13.50 0.006 120 0.00 0.08 1.71 26 25 28.56 1.452 XL 13.50 0.00 13.50 0.052 120 0.00 0.70 5.53 27 26 48.84 1.452 XL 13.50 0.00 13.50 0.139 120 0.00 1.88 9.46 29 27 48.84 1.452 XL T 41.50 7.70 49.20 0.139 120 0.00 6.86 9.46 C2 29 48.84 1.452 XL T 0.50 7.70 8.20 0.139 120 0.43 1.14 9.46 31 B3 8.03 1.452 XL T 0.50 7.70 8.20 0.005 120 -0.43 0.04 1.56 32 31 8.03 1.452 XL T 33.94 7.70 41.64 0.005 120 0.00 0.21 1.56 33 32 8.03 1.452 XL 14.18 0.00 14.18 0.005 120 0.00 0.07 1.56 34 33 31.00 1.452 XL 14.18 0.00 14.18 0.060 120 0.00 0.85 6.01 39 34 31.00 1.452 XL T 79.15 7.70 86.85 0.060 120 0.00 5.22 6.01 C3 39 31.00 1.452 XL T 0.50 7.70 8.20 0.060 120 0.43 0.49 6.01 51 B5 26.61 1.452 XL T 0.50 7.70 8.20 0.045 120 -0.43 0.37 5.16 59 51 26.61 1.452 XL 2T 127.50 15.40 142.90 0.045 120 0.00 6.48 5.16 C5 59 26.61 1.452 XL T 0.50 7.70 8.20 0.045 120 0.43 0.37 5.16 61 B6 26.35 1.452 XL T 0.50 7.70 8.20 0.044 120 -0.43 0.36 5.11 69 61 26.35 1.452 XL 2T 127.50 15.40 142.90 0.044 120 0.00 6.36 5.11 C6 69 26.35 1.452 XL T 0.50 7.70 8.20 0.044 120 0.43 0.36 5.11 B2 B1 30.41 2.157 10 14.67 0.00 14.67 0.008 120 0.00 0.12 2.67 B3 B2 61.00 2.157 10 14.67 0.00 14.67 0.031 120 0.00 0.45 5.36 B5 B3 52.96 2.157 10 14.67 0.00 14.67 0.024 120 0.00 0.35 4.65 B6 B5 26.35 2.157 10 14.67 0.00 14.67 0.006 120 0.00 0.09 2.31 C2 Cl 48.76 2.635 10 14.67 0.00 14.67 0.008 120 0.00 0.11 2.87 C3 C2 97.59 2.635 10 14.67 0.00 14.67 0.028 120 0.00 0.40 5.74 C4 C3 128.60 2.635 10 T 7.0 16.50 23.50 0.046 120 0.00 1.08 7.57 C4 C5 52.96 2.635 10 4L 22.50 22.00 44.50 0.009 120 0.00 0.40 3.12 C5 C6 26.35 2.635 10 14.67 0.00 14.67 0.002 120 0.00 0.04 1.55 K7 C4 181.56 3.260 10 2L2T 45.0 54.00 99.00 0.031 120 -5.49 3.05 6.98 A79 K7 181.56 4.260 10 115.0 0.00 115.00 0.008 120 0.00 0.96 4.09 A89 A79 181.56 4.260 10 3LT 220.0 50.10 270.10 0.008 120 0.00 2.26 4.09 A99 A89 181.56 4.260 10 2L 16.00 15.80 31.80 0.008 120 5.06 0.27 4.09 TOR A99 181.56 6.357 10 7L2T 75.00 123.00 198.00 0.001 120 0.00 0.24 1.84 BOZ TOR 181.56 4.260 10 G 2.0 2.00 4.00 0.008 120 3.47 0.03 4.09 BOR BOZ 181.56 6.357 10 2EGC 3.00 64.00 67.00 0.001 120 0.87 0.08 1.84 CITY BOR 181.56 6.340 DI 3ETG 350.0 75.00 425.00 0.001 120 -5.20 0.51 1.85 HYDRAULIC SUMMARY WATER SUPPLY INFORMATION Static: 58 .00 psi . Residual : 44 . 00 psi . @ 980 . 00 gpm. Hose: 100 . 00 gpm. System requires : 31 .00 psi . @ 281 .56 gpm. (including Hose Allowance) Supply available : 56 . 61 psi . Safety Margin: 25 . 60 psi . Maximum velocity in the system is 0 . 00 ft/sec . Continuity at all nodes satisfied to 0 .01 gpm. FITTING LEGEND PIPE TYPE LEGEND F = 45 DEGREE ELBOW XL = ALLIED XL E = 90 DEGREE ELBOW 10 = SCHEDULE 10 L = 90 DEGREE LONG TURN ELBOW 40 = SCHEDULE 40 T = TEE OR CROSS 07 = SUPER FLO B = BUTTERFLY VALVE CK = COPPER TYPE K G = GATE VALVE CL = COPPER TYPE L C = CHECK VALVE CM = COPPER TYPE M D = DRY PIPE VALVE PB = POLYBUTYLENE - IRON PIPE SIZE U = DELUGE VALVE CP = CPVC P = PLASTIC 90 ELBOW DI = DUCTILE NOTES : PRESSURE (psi ) CD CD CD wr he X m — CP E CP — .5 CP 0V CM" V A 3 3 O. C ID _ 404:1 CP 440 3 HYDRAULIC DESIGN INFORMATION SHEET Name: ORONO HIGH SCHOOL Date: 2/2/98 Location: 795 OLD CRYSTAL BAY ROAD , ORONO, MN Building: BASEMENT AREA - TREE System No. NEW Contractor:BROTHERS FIRE PROTECTION COMPANY Contract No. Calculated By:DD MORE NICET # 084928 Drawing No. FP-3 Construction: [ ] -Combustible [X] -Non-Combustible Ceiling Height :9 ' -1" Ft . Occupancy: SCHOOL AREA - LIGHT HAZARD SYSTEM DESIGN [X] -NFPA 13 : [X] -LT. HAZ . [ 1 -ORDINARY HAZARD GROUP: [ ] -EX.HAZARD. [ ] -NFPA 231 [ ] -NFPA 231C: FIGURE: CURVE: [ ] -OTHER (Specify) : [ ] -SPECIFIC RULING: MADE BY: DATE: Area of Sprinkler Operation: 1592 SF * System Type * Density: 0 . 10 GPM/SF [X] -WET [ ] -DRY [ ] -DELUGE [ ] -PRE-ACTION Area Per Sprinkler: 196 SF Hose Allowance GPM: Inside : 0 * SPRINKLER OR NOZZLE * Hose Allowance GPM: Outside: 100 Make:CENTRAL Model :MODEL A Rack Sprinkler Allowance: 0 Size: 1/2" K-Factor: 5 . 65 Temperature Rating: ORDINARY CALCULATION SUMMARY GPM Required: 296 . 06 PSI Required: 37 . 04 "C" Factor Used: Overhead:120 Underground: 140 WATER SUPPLY * WATER FLOW TEST * * PUMP DATA * * TANK OR RESERVOIR * Date & Time: 7/97 Rated Capacity: Capacity: Static PSI : 58 PSI At PSI : Elevation: Residual PSI : 44 PSI Elevation: GPM Flowing: 980 GPM * WELL * Elevation: 9 . 0 Proof Flow: Location: CRYSTAL BAY ROAD Source Information: CITY WATER / GRINNELL FIRE File: ORRBAST.CAL "THE" Sprinkler Program by FPE Software, Inc . Page: PRESSURE FLOW ELEVATION K-FACTOR AREA DENSITY NODE (PSI) (GPM) (FEET) (SQ.FT. ) (GPM/SQ.FT. ) 91 7 . 00 14 . 82 7 .0 5 .6 140 0 .106 92 7 . 74 15 . 58 7 .0 5 .6 140 0 . 111 93 10 . 53 18 . 17 7 .0 5 .6 140 0 . 130 94 12 .27 19 . 62 7 . 0 5 .6 140 95 15 .55 0 . 00 7 . 0 0 . 140 96 17 .41 0 . 00 7 . 0 D9 19 . 15 0 .00 6 . 0 81 7 . 08 14 . 90 7 . 0 5 . 6 140 0 . 106 82 7 . 83 15 . 67 7 .0 5 . 6 140 0 . 112 83 10 . 65 18 .27 7 .0 5 .6 140 0 . 131 84 12 .41 19 . 73 7 .0 5 . 6 140 0 . 141 85 15 . 72 0 .00 7 . 0 86 17 .61 0 . 00 7 . 0 D8 19 . 36 0 .00 6 . 0 71 10 . 22 17 . 90 7 .0 5 .6 140 0 . 128 72 11 .45 18 . 94 7 . 0 5 .6 140 0 . 135 73 16 . 10 22 .47 7 .0 5 .6 140 0 . 160 74 18 . 04 0 . 00 7 . 0 75 18 . 76 0 . 00 7 .0 76 19 . 74 0 . 00 6 . 0 D7 20 . 11 0 . 00 6 . 0 C6 24 .42 0 . 00 6 . 0 K7 27 . 83 0 . 00 18 .67 A79 28 . 94 0 . 00 18 .67 A89 31 .55 0 . 00 18 .67 A99 36 . 91 0 . 00 7 . 0 TOR 37 . 19 0 . 00 7 .0 BOZ 40 . 69 0 . 00 -1 . 0 BOR 41 .65 0 . 00 -3 .0 CITY 37 .04 296 . 06 9 . 0 SOURCE $ File: ORRBAST.CAL "THE" Sprinkler Program by FPE Software, Inc. Page: 1 BEGIN END FLOW DIAMETER TYPE FITTINGS LENGTH EQV LENGTH TOT LENGTH FRICTION C-VALUE Pe Pf VELOCITY NODE NODE (GPM) (INCHES) (FEET) (FEET) (FEET) (PSI/FT.) (PSI) (PSI) (FT/SEC) 92 91 14.82 1.104 XL 12.67 0.00 12.67 0.058 120 0.00 0.74 4.97 93 92 30.39 1.104 XL 12.67 0.00 12.67 0.220 120 0.00 2.79 10.19 94 93 48.56 1.452 XL 12.67 0.00 12.67 0.138 120 0.00 1.75 9.41 95 94 68.18 1.452 XL 12.67 0.00 12.67 0.258 120 0.00 3.27 13.21 96 95 68.18 1.687 XL T 5.00 10.00 15.00 0.124 120 0.00 1.87 9.79 D9 96 68.18 1.687 XL T 0.50 10.00 10.50 0.124 120 0.43 1.31 9.79 82 81 14.90 1.104 XL 12.67 0.00 12.67 0.059 120 0.00 0.75 4.99 83 82 30.57 1.104 XL 12.67 0.00 12.67 0.222 120 0.00 2.82 10.25 84 83 48.84 1.452 XL 12.67 0.00 12.67 0.139 120 0.00 1.77 9.46 85 84 68.57 1.452 XL 12.67 0.00 12.67 0.261 120 0.00 3.31 13.29 86 85 68.57 1.687 XL T 5.00 10.00 15.00 0.126 120 0.00 1.89 9.84 D8 86 68.57 1.687 XL T 0.50 10.00 10.50 0.126 120 0.43 1.32 9.84 72 71 17.90 1.104 XL 14.82 0.00 14.82 0.083 120 0.00 1.22 6.00 73 72 36.85 1.104 XL 14.82 0.00 14.82 0.314 120 0.00 4.66 12.35 74 73 59.32 1.452 XL T 2.0 7.70 9.70 0.200 120 0.00 1.94 11.49 75 74 59.32 2.154 XL E 18.33 6.20 24.53 0.029 120 0.00 0.72 5.22 76 75 59.32 2.154 XL T 6.50 12.30 18.80 0.029 120 0.43 0.55 5.22 D7 76 59.32 2.154 XL T 0.50 12.30 12.80 0.029 120 0.00 0.37 5.22 D8 D9 68.18 2.635 10 14.67 0.00 14.67 0.014 120 0.00 0.21 4.01 D7 D8 136.75 2.635 10 14.67 0.00 14.67 0.051 120 0.00 0.75 8.05 C6 D7 196.06 2.635 10 LT 21.00 22.00 43.00 0.100 120 0.00 4.30 11.54 K7 C6 196.06 2.635 10 2L2T 45.0 44.00 89.00 0.100 120 -5.49 8.91 11.54 A79 K7 196.06 4.260 10 115.0 0.00 115.00 0.010 120 0.00 1.11 4.41 A89 A79 196.06 4.260 10 3LT 220.0 50.10 270.10 0.010 120 0.00 2.61 4.41 A99 A89 196.06 4.260 10 2L 16.00 15.80 31.80 0.010 120 5.06 0.31 4.41 TOR A99 196.06 6.357 10 7L2T 75.00 123.00 198.00 0.001 120 0.00 0.27 1.98 BOZ TOR 196.06 4.260 10 G 2.0 2.00 4.00 0.010 120 3.47 0.04 4.41 BOR BOZ 196.06 6.357 10 2EGC 3.00 64.00 67.00 0.001 120 0.87 0.09 1.98 CITY BOR 196.06 6.340 DI 3ETG 350.0 75.00 425.00 0.001 120 -5.20 0.59 1.99 HYDRAULIC SUMMARY WATER SUPPLY INFORMATION Static : 58 . 00 psi . Residual : 44 .00 psi . @ 980 .00 gpm. Hose : 100 . 00 gpm. System requires : 37 .04 psi . @ 296 .06 gpm. (including Hose Allowance) Supply available: 56 .47 psi . Safety Margin: 19 .43 psi . Maximum velocity in the system is 0 . 00 ft/sec . Continuity at all nodes satisfied to 0 . 01 gpm. FITTING LEGEND PIPE TYPE LEGEND F = 45 DEGREE ELBOW XL = ALLIED XL E = 90 DEGREE ELBOW 10 = SCHEDULE 10 L = 90 DEGREE LONG TURN ELBOW 40 = SCHEDULE 40 T = TEE OR CROSS 07 = SUPER FLO B = BUTTERFLY VALVE CK = COPPER TYPE K G = GATE VALVE CL = COPPER TYPE L C = CHECK VALVE CM = COPPER TYPE M D = DRY PIPE VALVE PB = POLYBUTYLENE - IRON PIPE SIZE U = DELUGE VALVE CP = CPVC P = PLASTIC 90 ELBOW DI = DUCTILE NOTES : Water Supply vs . DeMand Curve 70 — 60 50 — 980 gppi 44 psi W 40 — X X 0 - N 4279qaaPt100 0. 30 — 20 10 -!*-- a ).( --07fI 0 200 400 600 800 1000 FLOW CgpM} HYDRAULIC DESIGN INFORMATION SHEET Name: ORONO HIGH SCHOOL Date: 1/21/98 Location: 795 OLD CRYSTAL BAY ROAD, LONG LAKE, MN Building: LUNCH ROOM AREA System No. NEW Contractor:BROTHERS FIRE PROTECTION COMPANY Contract No. Calculated By:DD MORE NICET # 084928 Drawing No. FP-44 Construction: [ ] -Combustible [X] -Non-Combustible Ceiling Height : 10 ' 11 Ft . Occupancy: LUNCHROOM AREA - LIGHT HAZARD SYSTEM DESIGN [X] -NFPA 13 : [X] -LT. HAZ . [ ] -ORDINARY HAZARD GROUP: [ ] -EX.HAZARD. [ ] -NFPA 231 [ ] -NFPA 2310: FIGURE: CURVE: [X] -OTHER (Specify) :CENTRAL ELO-16 16x16 COVERAGE 25 GPM K=11 .4 [ ] -SPECIFIC RULING: MADE BY: DATE: Area of Sprinkler Operation: 1500 SF * System Type * Density: 0 .10 GPM/SF [X] -WET [ ] -DRY [ ] -DELUGE [ 1 -PRE-ACTION Area Per Sprinkler: 256 SF Hose Allowance GPM: Inside: 0 * SPRINKLER OR NOZZLE * Hose Allowance GPM: Outside : 100 Make :CENTRAL Model :ELO-16 GB Rack Sprinkler Allowance : 0 Size: 5/8" K-Factor: 11 .4 Temperature Rating: 155 F CALCULATION SUMMARY GPM Required: 344 . 12 PSI Required: 49 .02 "C" Factor Used: Overhead: 120 Underground: 140 WATER SUPPLY * WATER FLOW TEST * * PUMP DATA * * TANK OR RESERVOIR * Date & Time : 4/97 Rated Capacity: Capacity: Static PSI : 58 PSI At PSI : Elevation: Residual PSI : 44 PSI Elevation: GPM Flowing: 980 GPM * WELL * Elevation: 0 . 0 Proof Flow: Location: 790 OLD CRYSTAL BAY ROAD Source Information: CITY WATER / GRINNELL FIRE File: ORRLUN.CAL "THE" Sprinkler Program by FPE Software, Inc. Page: 1 BEGIN END FLOW DIAMETER TYPE FITTINGS LENGTH EQV LENGTH TOT LENGTH FRICTION C-VALUE Pe Pf VELOCITY NODE NODE (GPM) (INCHES) (FEET) (FEET) (FEET) (PSI/FT.) (PSI) (PSI) (FT/SEC) 92 91 26.00 1.104 XL 16.00 0.00 16.00 0.165 120 0.00 2.64 8.71 93 92 57.92 1.452 XL 16.0 0.00 16.00 0.191 120 0.00 3.06 11.22 94 93 95.55 1.687 XL 16.0 0.00 16.00 0.232 120 0.00 3.72 13.71 L9 94 139.12 1.687 XL T 1.00 10.00 11.00 0.465 120 0.00 5.12 19.97 82 81 28.64 1.104 XL 16.00 0.00 16.00 0.197 120 0.00 3.15 9.60 83 82 63.72 1.452 XL 16.00 0.00 16.00 0.228 120 0.00 3.65 12.35 84 83 105.00 1.687 XL 16.00 0.00 16.00 0.277 120 0.00 4.42 15.07 L8 84 105.00 1.687 XL T 1.00 10.00 11.00 0.277 120 0.00 3.04 15.07 L8 L9 139.12 2.635 10 16.00 0.00 16.00 0.053 120 0.00 0.85 8.18 L7 L8 244.12 2.635 10 T 8.00 16.50 24.50 0.150 120 0.00 3.68 14.36 K6 L7 244.12 2.635 10 LT 44.0 22.00 66.00 0.150 120 1.01 9.91 14.36 K7 K6 244.12 4.260 10 147.0 0.00 147.00 0.014 120 0.00 2.13 5.50 A79 K7 244.12 4.260 10 115.0 0.00 115.00 0.014 120 0.00 1.66 5.50 A89 A79 244.12 4.260 10 3LT 220.0 50.10 270.10 0.014 120 0.00 3.91 5.50 A99 A89 244.12 4.260 10 2L 16.0 15.80 31.80 0.014 120 5.06 0.46 5.50 TOR A99 244.12 6.357 10 7L2T 75.00 123.00 198.00 0.002 120 0.00 0.41 2.47 BOZ TOR 244.12 4.260 10 G 2.0 2.00 4.00 0.014 120 3.47 0.06 5.50 BOR BOZ 244.12 6.357 10 2EGC 3.00 64.00 67.00 0.002 120 0.87 0.14 2.47 CITY BOR 244.12 6.340 DI 3ETG 350.0 75.00 425.00 0.002 120 -5.20 0.89 2.48 File: ORRLUN.CAL "THE" Sprinkler Program by FPE Software, Inc . Page: 1 PRESSURE FLOW ELEVATION K-FACTOR AREA DENSITY NODE (PSI) (GPM) (FEET) (SQ.FT. ) (GPM/SQ.FT. ) 91 5 .20 26 .00 21 .0 11 .4 225 0 .116 92 7 . 84 31 .92 21 .0 11 .4 256 0 . 125 93 10 .90 37 .63 21 . 0 11 .4 256 0 .147 94 14 . 61 43 .57 21 .0 11 .4 256 0 . 170 L9 19 . 73 0 .00 21 . 0 81 6 .31 28 .64 21 . 0 11 .4 225 0 . 127 82 9 .47 35 . 08 21 . 0 11 .4 256 0 . 137 83 13 .11 41 .28 21 .0 11 .4 256 0 . 161 84 17 . 54 0 . 00 21 . 0 L8 20 .58 0 .00 21 .0 L7 24 .26 0 . 00 21 . 0 K6 35 . 18 0 .00 18 . 67 K7 37 .31 0 . 00 18 .67 A79 38 . 97 0 .00 18 .67 A89 42 . 88 0 . 00 18 . 67 A99 48 .39 0 .00 7 .0 TOR 48 . 80 0 .00 7 .0 BOZ 52 .33 0 .00 -1 .0 BOR 53 .33 0 .00 -3 .0 CITY 49 . 02 344 . 12 9 .0 SOURCE HYDRAULIC SUMMARY WATER SUPPLY INFORMATION Static : 58 . 00 psi . Residual : 44 . 00 psi . @ 980 .00 gpm. Hose: 100 . 00 gpm. System requires : 49 .02 psi . @ 344 .12 gpm. (including Hose Allowance) Supply available: 55 . 98 psi . Safety Margin: 6 . 96 psi . Maximum velocity in the system is 0 . 00 ft/sec. Continuity at all nodes satisfied to 0 .01 gpm. FITTING LEGEND PIPE TYPE LEGEND F = 45 DEGREE ELBOW XL = ALLIED XL E = 90 DEGREE ELBOW 10 = SCHEDULE 10 L = 90 DEGREE LONG TURN ELBOW 40 = SCHEDULE 40 T = TEE OR CROSS 07 = SUPER FLO B = BUTTERFLY VALVE CK = COPPER TYPE K G = GATE VALVE CL = COPPER TYPE L C = CHECK VALVE CM = COPPER TYPE M D = DRY PIPE VALVE PB = POLYBUTYLENE - IRON PIPE SIZE U = DELUGE VALVE CP = CPVC P = PLASTIC 90 ELBOW DI = DUCTILE NOTES : Water Supply vs . Demand Curve 70 — 60 — 50 — X X W - 434 m 100 440psgpm 94 W 40 — pG V! _ 0. 30 — 20 10 0 1 I I I I I I I I I 0 200 400 600 800 1000 FLOW (gpm) HYDRAULIC DESIGN INFORMATION SHEET Name: ORONO HIGH SCHOOL Date: 2/06/98 Location: 795 OLD CRYSTAL BAY ROAD, LONG LAKE, MN Building: LOWER LEVEL SOUTH WEST System No. NEW Contractor: BROTHERS FIRE PROTECTION COMPANY Contract No. Calculated By:DD MORE NICET # 084928 Drawing No. FP-4 Construction: [ ] -Combustible [X] -Non-Combustible Ceiling Height : ll ' Ft . Occupancy: SCHOOL AREA - LIGHT HAZARD SYSTEM DESIGN [X] -NFPA 13 : [X] -LT. HAZ . [ ] -ORDINARY HAZARD GROUP: [ ] -EX.HAZARD. [ ] -NFPA 231 [ ] -NFPA 231C: FIGURE: CURVE: [ 1 -OTHER (Specify) : [ ] -SPECIFIC RULING: MADE BY: DATE: Area of Sprinkler Operation: 1500 * System Type * Density: 0 .20 GPM/ 1500 SF [X] -WET [ 1 -DRY [ ] -DELUGE [ ] -PRE-ACTION Area Per Sprinkler: 166 SF Hose Allowance GPM: Inside: 0 * SPRINKLER OR NOZZLE * Hose Allowance GPM: Outside: 100 Make:CENTRAL Model : 'A' Rack Sprinkler Allowance: 0 Size: 1/2" K-Factor: 5 . 6 Temperature Rating: 165 F CALCULATION SUMMARY GPM Required: 298 . 78 PSI Required: 50 .53 "C" Factor Used: Overhead:120 Underground: 140 WATER SUPPLY * WATER FLOW TEST * * PUMP DATA * * TANK OR RESERVOIR * Date & Time: 4/97 Rated Capacity: Capacity: Static PSI : 58 PSI At PSI : Elevation: Residual PSI : 44 PSI Elevation: GPM Flowing: 980 GPM * WELL * Elevation: 9 . 0 Proof Flow: Location: CRYSTAL BAY ROAD Source Information: CITY WATER / GRINNELL FIRE . File: ORRLOWS.CAL "THE" Sprinkler Program by FPE Software, Inc. Page: 1 BEGIN END FLOW DIAMETER TYPE FITTINGS LENGTH EQV LENGTH TOT LENGTH FRICTION C-VALUE Pe Pf VELOCITY NODE NODE (GPM) (INCHES) (FEET) (FEET) (FEET) (PSI/FT.) (PSI) (PSI) (FT/SEC) S12 Sll 16.75 1.104 XL 14.4 0.00 14.40 0.073 120 0.00 1.05 5.61 S13 S12 34.45 1.104 XL E 5.8 2.60 8.40 0.277 120 0.00 2.33 11.55 S14 S13 34.45 1.452 XL T 1.1 7.70 8.80 0.073 120 0.62 0.64 6.67 S27 A26 16.78 1.104 XL 14.4 0.00 14.40 0.073 120 0.00 1.06 5.62 S15 S27 34.51 1.104 XL E 5.8 2.60 8.40 0.278 120 0.00 2.34 11.57 S16 S15 34.51 1.452 XL T 1.1 7.70 8.80 0.073 120 0.62 0.65 6.69 S29 S28H 15.48 1.104 XL E 7.2 2.60 9.80 0.063 120 -0.43 0.62 5.19 S29 S29H 15.61 1.104 XL T 1.0 6.50 7.50 0.064 120 -0.43 0.48 5.23 S30 S29 31.09 1.104 XL 6.5 0.00 6.50 0.229 120 0.00 1.49 10.42 S30 S30H 16.97 1.104 XL T 1.0 6.50 7.50 0.075 120 -0.43 0.56 5.69 S31 S30 48.06 1.452 XL T 8.5 7.70 16.20 0.135 120 0.00 2.19 9.31 S31 S31H 18.54 1.104 XL ET 2.0 9.10 11.10 0.088 120 -0.43 0.98 6.21 S17 S31 66.60 1.452 XL T 1.5 7.70 9.20 0.247 120 0.00 2.28 12.90 S33 S32 16.65 1.104 XL 12.9 0.00 12.90 0.072 120 0.00 0.93 5.58 S34 S33 34.16 1.104 XL 5.7 0.00 5.70 0.273 120 0.00 1.56 11.45 S34 S34H 18.74 1.104 XL ET 4.0 9.10 13.10 0.090 120 -1.05 1.18 6.28 S18 S34 52.91 1.452 XL E 1.6 3.90 5.50 0.162 120 0.00 0.89 10.25 S19 S18 52.91 1.452 XL T 1.1 7.70 8.80 0.162 120 0.62 1.42 10.25 S36 S35 19.03 1.104 XL 14.4 0.00 14.40 0.093 120 0.00 1.33 6.38 S20 S36 39.13 1.452 XL E 5.8 3.90 9.70 0.092 120 0.00 0.90 7.58 S21 S20 39.13 1.452 XL T 1.1 7.70 8.80 0.092 120 0.62 0.81 7.58 S16 S14 34.45 2.635 10 11.8 0.00 11.80 0.004 120 0.00 0.05 2.03 S17 S16 68.96 2.635 10 10.4 0.00 10.40 0.014 120 0.00 0.15 4.06 S19 S17 135.56 2.635 10 9.5 0.00 9.50 0.051 120 0.00 0.48 7.98 S21 S19 188.47 2.635 10 10.2 0.00 10.20 0.093 120 0.00 0.95 11.09 S22 S21 227.60 2.635 10 14.0 0.00 14.00 0.132 120 0.00 1.85 13.39 S23 S22 227.60 2.635 10 2L 51.2 11.00 62.20 0.132 120 0.00 8.20 13.39 S24 S23 227.60 2.635 10 L 55.1 5.50 60.60 0.132 120 0.00 7.99 13.39 K5 S24 227.60 3.260 10 3LT 69.10 40.60 109.70 0.047 120 -4.19 5.13 8.75 K6 K5 227.60 4.260 10 139.0 0.00 139.00 0.013 120 0.00 1.77 5.12 A79 K6 227.60 4.260 10 T 146.67 26.40 173.07 0.013 120 0.00 2.20 5.12 A89 A79 227.60 4.260 10 5E 220.0 50.00 270.00 0.013 120 0.00 3.43 5.12 A99 A89 227.60 4.260 10 L 16.0 7.90 23.90 0.013 120 5.06 0.30 5.12 TOR A99 227.60 6.357 10 6L 75.0 54.00 129.00 0.002 120 0.00 0.23 2.30 BOZ TOR 227.60 4.260 10 G 2.0 2.00 4.00 0.013 120 3.47 0.05 5.12 BOR BOZ 227.60 6.065 40 2EGC 3.0 64.00 67.00 0.002 120 0.87 0.15 2.53 CITY BOR 227.60 6.340 DI 3ETG 350.0 75.00 425.00 0.002 120 -5.20 0.78 2.31 HYDRAULIC SUMMARY WATER SUPPLY INFORMATION Static : 58 . 00 psi . Residual : 44 . 00 psi . @ 980 . 00 gpm. Hose : 100 .00 gpm. System requires : 47 .30 psi . @ 327 . 60 gpm. (including Hose Allowance) Supply available: 56 . 16 psi . Safety Margin: 8 . 85 psi . Maximum velocity in the system is 0 .00 ft/sec . Continuity at all nodes satisfied to 0 .01 gpm. FITTING LEGEND PIPE TYPE LEGEND F = 45 DEGREE ELBOW XL = ALLIED XL E = 90 DEGREE ELBOW 10 = SCHEDULE 10 L = 90 DEGREE LONG TURN ELBOW 40 = SCHEDULE 40 T = TEE OR CROSS 07 = SUPER FLO B = BUTTERFLY VALVE CK = COPPER TYPE K G = GATE VALVE CL = COPPER TYPE L C = CHECK VALVE CM = COPPER TYPE M D = DRY PIPE VALVE PB = POLYBUTYLENE - IRON PIPE SIZE U = DELUGE VALVE CP = CPVC P = PLASTIC 90 ELBOW DI = DUCTILE NOTES : Water Suppl y vs . Demand Curve 70 60 50 X X 980 gpp 0 ' 478 �100 44 ps w 40 X ••0 0. 30 • 20 • 10 • 0 I I I I I I I I I I 0 200 400 600 800 1000 FLOW (gpm) • HYDRAULIC DESIGN INFORMATION SHEET Name: ORONO HIGH SCHOOL Date: 2/06/98 Location: 795 OLD CRYSTAL BAY ROAD, LONG LAKE, MN Building: KITCHEN AREA System No. ZONE 2 Contractor:BROTHERS FIRE PROTECTION COMPANY Contract No. Calculated By:DD MORE NICET # 084928 Drawing No. FP-4- Construction: [ ] -Combustible [X] -Non-Combustible Ceiling Height :10 ' 8 Ft . Occupancy: CLASSROOM AREA - LIGHT HAZARD SYSTEM DESIGN [X] -NFPA 13 : [ ] -LT. HAZ . [X] -ORDINARY HAZARD GROUP: II [ ] -EX.HAZARD. [ ] -NFPA 231 [ ] -NFPA 2310: FIGURE: CURVE: [ 1 -OTHER (Specify) : [ ] -SPECIFIC RULING: MADE BY: DATE: Area of Sprinkler Operation: 1500 SF * System Type * Density: 0 . 20 GPM/SF [X] -WET [ 1 -DRY [ ] -DELUGE [ ] -PRE-ACTION Area Per Sprinkler: 130 SF Hose Allowance GPM: Inside: 0 * SPRINKLER OR NOZZLE * Hose Allowance GPM: Outside: 250 Make :CENTRAL Model : 'A' Rack Sprinkler Allowance : 0 Size : 17/32" K-Factor:8 . 0 Temperature Rating: 212 F CALCULATION SUMMARY GPM Required: 615 .69 PSI Required: 46 .75 "C" Factor Used: Overhead: 120 Underground:140 WATER SUPPLY * WATER FLOW TEST * * PUMP DATA * * TANK OR RESERVOIR * Date & Time: 4/97 Rated Capacity: Capacity: Static PSI : 58 PSI At PSI : Elevation: Residual PSI : 44 PSI Elevation: GPM Flowing: 980 GPM * WELL * Elevation: 0 .0 Proof Flow: Location: 790 OLD CRYSTAL BAY ROAD Source Information: CITY WATER / GRINNELL FIRE File : ORRKIT.CAL "THE" Sprinkler Program by FPE Software, Inc . Page: 1 PRESSURE FLOW ELEVATION K-FACTOR AREA DENSITY NODE (PSI) (GPM) (FEET) (SQ.FT. ) (GPM/SQ.FT. ) 11 7 . 00 21 . 17 21 .0 8 .0 90 0 .235 12 8 .36 0 .00 21 . 0 12H 7 .49 21 . 89 21 .0 8 .0 90 0 .243 13 9 .33 24 .44 21 . 0 8 .0 120 0 .204 14 10 .50 25 . 93 21 .0 8 . 0 120 0 .216 15 11 . 15 26 .72 21 . 0 8 .0 120 0 .223 16 12 . 19 27 .93 21 .0 8 . 0 120 0 .233 K1 14 . 94 0 .00 21 . 0 21 9 .49 24 . 65 21 .0 8 . 0 120 0 .205 22 10 . 13 0 . 00 21 . 0 22H 9 .75 24 . 98 21 .0 8 .0 120 0 .208 23 13 . 18 29 .05 21 . 0 8 .0 120 0 .242 24 13 .66 29 . 56 21 . 0 8 . 0 120 0 .246 K2 15 .20 0 . 00 21 . 0 32 10 . 63 26 .08 21 . 0 8 .0 120 0 .217 33 11 .05 26 .59 21 . 0 8 . 0 120 0 .222 34 11 .78 27 .46 21 . 0 8 . 0 120 0 .229 35 13 .37 29 .25 21 .0 8 . 0 120 0 .244 K3 14 . 94 0 .00 21 . 0 K4 16 .68 0 . 00 21 . 0 K5 19 .70 0 . 00 18 .67 K6 23 .61 0 . 00 18 . 67 A79 30 . 18 0 . 00 18 .67 A89 38 .44 0 . 00 18 . 67 A99 44 .47 0 . 00 7 . 0 TOR 45 . 33 0 .00 7 . 0 BOZ 48 . 92 0 .00 -1 .0 BOR 50 . 08 0 .00 -3 . 0 CITY 46 . 75 615 .69 9 . 0 SOURCE t • File: ORRKIT.CAL "THE" Sprinkler Program by FPE Software, Inc. Page: 1 BEGIN END FLOW DIAMETER TYPE FITTINGS LENGTH EQV LENGTH TOT LENGTH FRICTION C-VALUE Pe Pf VELOCITY NODE NODE (GPM) (INCHES) (FEET) (FEET) (FEET) (PSI/FT.) (PSI) (PSI) (FT/SEC) 12 11 21.17 1.104 XL T , 5.55 6.50 12.05 0.113 120 0.00 1.36 7.09 12 12H 21.89 1.104 XL T 0.75 6.50 7.25 0.120 120 0.00 0.87 7.34 13 12 43.06 1.452 XL 8.82 0.00 8.82 0.110 120 0.00 0.97 8.34 14 13 67.49 1.687 XL 9.60 0.00 9.60 0.122 120 0.00 1.17 9.69 15 14 93.42 2.154 XL 9.60 0.00 9.60 0.068 120 0.00 0.65 8.23 16 15 120.14 2.154 XL 9.60 0.00 9.60 0.108 120 0.00 1.04 10.58 K1 16 148.07 2.154 XL T 5.0 12.30 17.30 0.159 120 0.00 2.75 13.04 22 21 24.65 1.452 XL T 8.60 7.70 16.30 0.039 120 0.00 0.64 4.78 22 22H 24.98 1.104 XL 2.5 0.00 2.50 0.153 120 0.00 0.38 8.37 23 22 49.63 1.687 XL 3E 28.82 15.30 44.12 0.069 120 0.00 3.05 7.12 24 23 78.68 2.154 XL 9.60 0.00 9.60 0.049 120 0.00 0.47 6.93 K2 24 108.24 2.154 XL T 5.0 12.30 17.30 0.089 120 0.00 1.54 9.53 33 32 26.08 1.452 XL 9.50 0.00 9.50 0.044 120 0.00 0.41 5.05 34 33 52.67 1.687 XL 9.50 0.00 9.50 0.077 120 0.00 0.73 7.56 35 34 80.13 1.687 XL 9.50 0.00 9.50 0.168 120 0.00 1.59 11.50 K3 35 109.38 2.154 XL T 5.0 12.30 17.30 0.091 120 0.00 1.57 9.63 K2 K1 148.07 3.260 10 12.25 0.00 12.25 0.021 120 0.00 0.26 5.69 K4 K2 256.31 3.260 10 T 5.25 20.20 25.45 0.058 120 0.00 1.48 9.85 K4 K3 109.38 2.157 10 T 7.00 12.30 19.30 0.090 120 0.00 1.74 9.60 K5 K4 365.69 4.260 10 2L 50.0 15.80 65.80 0.031 120 1.01 2.01 8.23 K6 K5 365.69 4.260 10 128.00 0.00 128.00 0.031 120 0.00 3.91 8.23 A79 K6 365.69 4.260 10 215.0 0.00 215.00 0.031 120 0.00 6.57 8.23 A89 A79 365.69 4.260 10 3LT 220.0 50.10 270.10 0.031 120 0.00 8.25 8.23 A99 A89 365.69 4.260 10 2L 16.0 15.80 31.80 0.031 120 5.06 0.97 8.23 TOR A99 365.69 6.357 10 7L2T 75.00 123.00 198.00 0.004 120 0.00 0.86 3.70 BOZ TOR 365.69 4.260 10 G 2 2.00 4.00 0.031 120 3.47 0.12 8.23 BOR BOZ 365.69 6.357 10 2EGC 3.00 64.00 67.00 0.004 120 0.87 0.29 3.70 CITY BOR 365.69 6.340 DI 3ETG 350.0 75.00 425.00 0.004 120 -5.20 1.87 3.72 HYDRAULIC• SUMMARY WATER SUPPLY INFORMATION Static: 58 . 00 psi . Residual : 44 . 00 psi . @ 980 . 00 gpm. Hose: 250 . 00 gpm. System requires : 46 . 75 psi . @ 615 . 69 gpm. (including Hose Allowance) Supply available: 52 . 08 psi . Safety Margin: 5 .32 psi . Maximum velocity in the system is 0 .00 ft/sec . Continuity at all nodes satisfied to 0 .01 gpm. FITTING LEGEND PIPE TYPE LEGEND F = 45 DEGREE ELBOW XL = ALLIED XL E = 90 DEGREE ELBOW 10 = SCHEDULE 10 L = 90 DEGREE LONG TURN ELBOW 40 = SCHEDULE 40 T = TEE OR CROSS 07 = SUPER FLO B = BUTTERFLY VALVE CK = COPPER TYPE K G = GATE VALVE CL = COPPER TYPE L C = CHECK VALVE CM = COPPER TYPE M D = DRY PIPE VALVE PB = POLYBUTYLENE - IRON PIPE SIZE U = DELUGE VALVE CP = CPVC P = PLASTIC 90 ELBOW DI = DUCTILE NOTES : Water Supply vs . Demand Curve 70 60 50 n X 980 gpt N : 366pgpi HSA 250 44 psi v w 40 • 4 W 0. 30 • 20 • • • • • • • 10 • 0 I I I I I I I I I 0 200 400 600 800 1000 FLOW (gpM) HYDRAULIC DESIGN INFORMATION SHEET Name: ORONO HIGH SCHOOL Date: 12/31/97 Location: 795 CRYSTAL BAY ROAD, LONG LAKE, MN Building: LOCKER AREA - #1 System No. EXIST Contractor:BROTHERS FIRE PROTECTION COMPANY Contract No. Calculated By:DD MORE NICET # 084928 Drawing No. FP-1 Construction: [ ] -Combustible [X] -Non-Combustible Ceiling Height : 9 ' 3 Ft . Occupancy: SCHOOL AREA - LIGHT HAZARD SYSTEM DESIGN [X] -NFPA 13 : [X] -LT. HAZ . [ ] -ORDINARY HAZARD GROUP: [ ] -EX.HAZARD. [ ] -NFPA 231 [ ] -NFPA 231C: FIGURE: CURVE : [ 1 -OTHER (Specify) : [ ] -SPECIFIC RULING: MADE BY: DATE: Area of Sprinkler Operation: 1500 SF * System Type * Density: 0 . 10 GPM/SF [X] -WET [ ] -DRY [ ] -DELUGE [ ] -PRE-ACTION Area Per Sprinkler: 178 SF Hose Allowance GPM: Inside: 0 * SPRINKLER OR NOZZLE * Hose Allowance GPM: Outside: 100 Make:CENTRAL Model : A Rack Sprinkler Allowance: 0 Size : 1/2" K-Factor: 5 . 6 Temperature Rating: ORDINARY CALCULATION SUMMARY GPM Required: 338 . 13 PSI Required: 50 .02 "C" Factor Used: Overhead: 120 Underground: 140 WATER SUPPLY * WATER FLOW TEST * * PUMP DATA * * TANK OR RESERVOIR Date & Time: 4/97 Rated Capacity: Capacity: Static PSI : 58 PSI At PSI : P o Residual PSI : 44 PSI Elevation: Elevation: GPM Flowing: 980 GPM * WELL * Elevation: 9 . 0 Proof Flow: Location: CRYSTAL BAY ROAD Source Information: CITY WATER / GRINNELL FIRE File: ORRLK1 .CAL "THE" Sprinkler Program by FPE Software, Inc . Page : 1 PRESSURE FLOW ELEVATION K-FACTOR AREA DENSITY NODE (PSI) (GPM) (FEET) (SQ.FT. ) (GPM/SQ.FT. ) L11 10 . 11 17 . 80 8 .58 5 .6 178 0 . 100 L12 11 .32 18 . 84 8 .58 5 . 6 178 0 . 106 L13 15 .90 22 .33 8 .58 5 .6 178 0 . 125 L14 18 . 82 24 .29 8 .58 5 .6 178 0 . 136 L15 29 . 13 0 . 00 8 .58 L18 37 . 93 0 . 00 8 . 58 L21 9 .47 17 .23 8 .58 5 . 6 120 0 .144 L22 10 . 24 17 .92 8 .58 5 .6 120 0 . 149 L23 13 . 12 20 .28 8 .58 5 . 6 120 0 . 169 L24 15 . 01 0 . 00 8 .58 L24H 13 . 69 20 . 72 8 .58 5 . 6 120 0 . 173 L25 23 . 04 0 . 00 8 .58 L28 38 . 10 0 . 00 8 .58 L31 9 . 77 17 . 50 8 .58 5 . 6 130 0 . 135 L32 10 . 80 18 .40 8 . 58 5 .6 130 0 . 142 L33 14 . 70 21 .47 8 .58 5 . 6 130 0 . 165 L34 15 . 86 0 . 00 8 .58 L34H 14 . 51 21 . 33 8 .58 5 . 6 130 0 . 164 L35 19 . 00 0 . 00 8 .58 L38 40 .44 0 . 00 6 .82 L39 46 . 79 0 . 00 6 .82 A99 46 .42 0 . 00 10 .25 TOR 47 . 76 0 . 00 10 .25 BOZ 51 . 52 0 . 00 3 . 6 BOR 52 . 38 0 . 00 2 .0 CITY 50 . 02 338 . 13 9 . 0 SOURCE File: ORRLK1.CAL "THE" Sprinkler Program by FPE Software, Inc. Page: 1 BEGIN END FLOW DIAMETER TYPE FITTINGS LENGTH EQV LENGTH TOT LENGTH FRICTION C-VALUE Pe Pf VELOCITY NODE NODE (GPM) (INCHES) (FEET) (FEET) (FEET) (PSI/FT.) (PSI) (PSI) (FT/SEC) L12 L11 17.80 1.104 XL 14.75 0.00 14.75 0.082 120 0.00 1.21 5.97 L13 L12 36.64 1.104 XL 14.75 0.00 14.75 0.311 120 0.00 4.59 12.28 L14 L13 58.97 1.452 XL 14.75 0.00 14.75 0.198 120 0.00 2.91 11.43 L15 L14 83.26 1.452 XL 27.58 0.00 27.58 0.374 120 0.00 10.31 16.13 L18 L15 83.26 1.452 XL T 15.85 7.70 23.55 0.374 120 0.00 8.80 16.13 L22 L21 17.23 1.104 XL 10.00 0.00 10.00 0.077 120 0.00 0.77 5.78 L23 L22 35.15 1.104 XL 10.00 0.00 10.00 0.288 120 0.00 2.88 11.78 L24 L23 55.44 1.452 XL 10.75 0.00 10.75 0.176 120 0.00 1.89 10.74 L24 L24H 20.72 1.104 XL ET 3.08 9.10 12.18 0.108 120 0.00 1.32 6.95 L25 L24 76.16 1.452 XL 25.33 0.00 25.33 0.317 120 0.00 8.03 14.76 L28 L25 76.16 1.452 XL 2ET 32.00 15.50 47.50 0.317 120 0.00 15.06 14.76 L32 L31 17.50 1.104 XL 13.00 0.00 13.00 0.079 120 0.00 1.03 5.87 L33 L32 35.91 1.104 XL 13.00 0.00 13.00 0.300 120 0.00 3.89 12.03 L34 L33 57.37 1.452 XL 6.18 0.00 6.18 0.188 120 0.00 1.16 11.12 L34 L34H 21.33 1.104 XL ET 2.67 9.10 11.77 0.114 120 0.00 1.35 7.15 L35 L34 78.71 1.452 XL 9.33 0.00 9.33 0.337 120 0.00 3.14 15.25 L38 L35 78.71 1.452 XL 2ET 45.89 15.50 61.39 0.337 120 0.76 20.68 15.25 L28 L18 83.26 2.635 10 8.25 0.00 8.25 0.021 120 0.00 0.17 4.90 L38 L28 159.42 2.635 10 2L 12.13 11.00 23.13 0.068 120 0.76 1.58 9.38 L39 L38 238.13 2.635 10 LT 22.25 22.00 44.25 0.143 120 0.00 6.35 14.01 A99 L39 238.13 3.260 10 2L 8.33 13.60 21.93 0.051 120 -1.49 1.12 9.15 TOR A99 238.13 4.260 10 4L 65.75 31.60 97.35 0.014 120 0.00 1.35 5.36 BOZ TOR 238.13 4.260 10 2TG 8.75 54.80 63.55 0.014 120 2.88 0.88 5.36 BOR BOZ 238.13 6.065 40 2EGC 3.00 64.00 67.00 0.002 120 0.69 0.17 2.64 CITY BOR 238.13 6.340 DI 3ETG 350.0 99.75 449.75 0.001 140 -3.03 0.67 2.42 HYDRAULIC SUMMARY WATER SUPPLY INFORMATION Static : 58 . 00 psi . Residual : 44 . 00 psi . @ 980 .00 gpm. Hose : 100 . 00 gpm. System requires : 50 .02 psi . @ 338 . 13 gpm. (including Hose Allowance) Supply available: 56 .04 psi . Safety Margin: 6 .02 psi . Maximum velocity in the system is 0 .00 ft/sec . Continuity at all nodes satisfied to 0 .01 gpm. FITTING LEGEND PIPE TYPE LEGEND F = 45 DEGREE ELBOW XL = ALLIED XL E = 90 DEGREE ELBOW 10 = SCHEDULE 10 L = 90 DEGREE LONG TURN ELBOW 40 = SCHEDULE 40 T = TEE OR CROSS 07 = SUPER FLO B = BUTTERFLY VALVE CK = COPPER TYPE K G = GATE VALVE CL = COPPER TYPE L C = CHECK VALVE CM = COPPER TYPE M D = DRY PIPE VALVE PB = POLYBUTYLENE - IRON PIPE SIZE U = DELUGE VALVE CP = CPVC P = PLASTIC 90 ELBOW DI = DUCTILE NOTES : Water Supply vs . Demand Curve 70 — 60 — 50 — X X ^ : 5@ 230��,,,,��,,�rj� 100 .� 980 sypti i W - 44 p A 444 W 40 — a GI W IX 30 — 20 — 1@ 0XI 1I I I I I I 0 200 400 600 800 1000 FLOW tgpmy HYDRAULIC DESIGN INFORMATION SHEET Name: ORONO HIGH SCHOOL Date: 1/21/98 Location: 795 OLD CRYSTAL BAY ROAD, LONG LAKE, MN Building: 3RD FLOOR CLASSROOM System No. NEW Contractor:BROTHERS FIRE PROTECTION COMPANY Contract No. Calculated By:DD MORE NICET # 084928 Drawing No. FP-5 Construction: [ ] -Combustible [X] -Non-Combustible Ceiling Height : 10 ' 11 Ft . Occupancy: LUNCHROOM AREA - LIGHT HAZARD SYSTEM DESIGN [X] -NFPA 13 : [X] -LT. RAZ . [ ] -ORDINARY HAZARD GROUP: [ ] -EX .HAZARD. [ ] -NFPA 231 [ ] -NFPA 2310: FIGURE: CURVE: [X] -OTHER (Specify) :CENTRAL ELO-16 16x16 COVERAGE 25 GPM K=11 .4 [ ] -SPECIFIC RULING: MADE BY: DATE: Area of Sprinkler Operation: 1500 SF * System Type * Density: 0 . 10 GPM/SF [X] -WET [ ] -DRY [ ] -DELUGE [ ] -PRE-ACTION Area Per Sprinkler: 256 SF Hose Allowance GPM: Inside: 0 * SPRINKLER OR NOZZLE * Hose Allowance GPM: Outside: 100 Make:CENTRAL Model :ELO-16 GB Rack Sprinkler Allowance: 0 Size: 5/8" K-Factor: 11 .4 Temperature Rating: 155 F CALCULATION SUMMARY GPM Required: 344 . 12 PSI Required: 49 . 02 "C" Factor Used: Overhead:120 Underground: 140 WATER SUPPLY * WATER FLOW TEST * * PUMP DATA * Date & Time: 4/97 TANK OR RESERVOIR / Rated Capacity: Capacity: Static PSI : 58 PSI At PSI : Elevation: Residual PSI : 44 PSI Elevation: GPM Flowing: 980 GPM * WELL * Elevation: 0 . 0 Proof Flow: Location: 790 OLD CRYSTAL BAY ROAD Source Information: CITY WATER / GRINNELL FIRE File : OR3RD.CAL "THE" Sprinkler Program by FPE Software, Inc . Page : 1 PRESSURE FLOW ELEVATION K-FACTOR AREA DENSITY NODE (PSI) (GPM) (FEET) (SQ. FT. ) (GPM/SQ.FT. ) 91 8 . 90 34 .01 42 .67 11 .4 220 0 . 155 92 9 .93 35 .93 42 .67 11 .4 220 0 . 163 93 13 .98 21 .12 41 .67 5 .65 160 0 .132 94 16 .26 0 .00 42 .67 Z9 18 .49 0 . 00 42 .67 81 8 . 96 34 .13 42 . 67 11 .4 220 0 . 155 82 10 . 00 36 .06 42 . 67 11 .4 220 0 . 164 83 14 .07 21 .20 41 . 67 5 . 65 160 0 .132 84 16 .37 0 . 00 42 . 67 Z8 18 . 61 0 . 00 42 .67 72H 11 .45 38 . 58 42 .67 11 .4 220 0 . 175 72 14 . 70 0 . 00 42 . 67 73H 12 .40 40 . 15 41 . 67 11 .4 190 0 .211 73 15 . 87 0 .00 42 . 67 74 17 . 90 0 .00 42 . 67 Z7 19 . 61 0 . 00 42 .67 Z6 21 . 75 0 .00 42 . 67 A69 25 . 19 0 . 00 42 .67 A79 36 .20 0 . 00 18 .67 A89 40 . 24 0 . 00 18 .67 A99 45 . 82 0 . 00 7 . 0 TOR 46 . 21 0 .00 7 . 0 BOZ 50 .59 0 .00 -2 . 0 BOR 51 . 18 0 .00 -3 . 0 CITY 46 . 78 361 . 17 9 .0 SOURCE • File: OR3RD.CAL "THE" Sprinkler Program by FPE Software, Inc. Page: 1 BEGIN END FLOW DIAMETER TYPE FITTINGS LENGTH EQV LENGTH TOT LENGTH FRICTION C-VALUE Pe Pf VELOCITY NODE NODE (GPM) (INCHES) (FEET) (FEET) (FEET) (PSI/FT.) (PSI) (PSI) (FT/SEC) 92 91 34.01 1.452 XL 14.50 0.00 14.50 0.071 120 0.00 1.03 6.59 93 92 69.94 1.687 XL 2E 17.50 10.20 27.70 0.130 120 0.43 3.61 10.04 94 93 91.06 1.687 XL T 2.75 10.00 12.75 0.213 120 -0.43 2.71 13.07 Z9 94 91.06 1.687 XL T 0.50 10.00 10.50 0.213 120 0.00 2.23 13.07 82 81 34.13 1.452 XL 14.50 0.00 14.50 0.072 120 0.00 1.04 6.61 83 82 70.19 1.687 XL 2E 17.50 10.20 27.70 0.131 120 0.43 3.64 10.07 84 83 91.38 1.687 XL T 2.75 10.00 12.75 0.214 120 -0.43 2.73 13.12 Z8 84 91.38 1.687 XL T 0.50 10.00 10.50 0.214 120 0.00 2.25 13.12 72 72H 38.58 1.104 XL T 3.0 6.50 9.50 0.342 120 0.00 3.25 12.93 73 72 38.58 1.687 XL 2E 16.75 10.20 26.95 0.043 120 0.00 1.17 5.54 73 73H 40.15 1.104 XL ET 1.5 9.10 10.60 0.368 120 -0.43 3.90 13.46 74 73 78.73 1.687 XL T 2.5 10.00 12.50 0.162 120 0.00 2.03 11.30 Z7 74 78.73 1.687 XL T 0.50 10.00 10.50 0.162 120 0.00 1.70 11.30 Z8 Z9 91.06 3.260 10 14.6 0.00 14.60 0.009 120 0.00 0.13 3.50 Z7 Z8 182.45 3.260 10 T 11.75 20.20 31.95 0.031 120 0.00 0.99 7.01 Z6 Z7 261.17 3.260 10 T 15.25 20.20 35.45 0.060 120 0.00 2.14 10.04 A69 Z6 261.17 4.260 10 LT 176.0 34.30 210.30 0.016 120 0.00 3.45 5.88 A79 A69 261.17 4.260 10 37.0 0.00 37.00 0.016 120 10.40 0.61 5.88 A89 A79 261.17 4.260 10 T 220.0 26.40 246.40 0.016 120 0.00 4.04 5.88 A99 A89 261.17 4.260 10 2L 16.0 15.80 31.80 0.016 120 5.06 0.52 5.88 TOR A99 261.17 6.357 10 7LT 75.00 93.00 168.00 0.002 120 0.00 0.39 2.64 BOZ TOR 261.17 4.260 10 TG 1.0 28.40 29.40 0.016 120 3.90 0.48 5.88 BOR BOZ 261.17 6.357 10 2EGC 3.00 64.00 67.00 0.002 120 0.43 0.16 2.64 CITY BOR 261.17 6.340 DI 3ETG 350.0 99.75 449.75 0.002 140 -5.20 0.80 2.65 HYDRAULIC SUMMARY WATER SUPPLY INFORMATION Static : '-'58 .00 psi . Residual : 44 .00 psi . @ 980 .00 gpm. Hose: 100 .00 gpm. System requires : 46 .78 psi . @ 361 . 17 gpm. (including Hose Allowance) Supply available : 55 . 79 psi . Safety Margin: 9 . 01 psi . Maximum velocity in the system is 0 .00 ft/sec . Continuity at all nodes satisfied to 0 . 01 gpm. FITTING LEGEND PIPE TYPE LEGEND F = 45 DEGREE ELBOW XL = ALLIED XL E = 90 DEGREE ELBOW 10 = SCHEDULE 10 L = 90 DEGREE LONG TURN ELBOW 40 = SCHEDULE 40 T = TEE OR CROSS 07 = SUPER FLO B = BUTTERFLY VALVE CK = COPPER TYPE K G = GATE VALVE CL = COPPER TYPE L C = CHECK VALVE CM = COPPER TYPE M D = DRY PIPE VALVE PB = POLYBUTYLENE - IRON PIPE SIZE U = DELUGE VALVE CP = CPVC P = PLASTIC 90 ELBOW DI = DUCTILE NOTES : Water Supply vs . Demand Curve 70 — 60 — 50 — X X 980 gpm a 471m100 44 Ps t W 40 — pC - W 30 — 20 10 — 0 I I I I I I I ( I 0 200 400 600 800 1000 FLOW (gpM) HYDRAULIC DESIGN INFORMATION SHEET Name: ORONO HIGH SCHOOL Date: 1/31/98 Location: 795 OLD CRYSTAL BAY ROAD, LONG LAKE, MN Building: 2ND FLOOR CLASSROOM System No. ZONE 2 Contractor:BROTHERS FIRE PROTECTION COMPANY Contract No. Calculated By:DD MORE NICET # 084928 Drawing No. FP-% Construction: [ ] -Combustible [X] -Non-Combustible Ceiling Height :8 ' 6 Ft . Occupancy: CLASSROOM AREA - LIGHT HAZARD SYSTEM DESIGN [X] -NFPA 13 : [X1 -LT. HAZ . [ ] -ORDINARY HAZARD GROUP: [ ] -EX.HAZARD. [ ] -NFPA 231 [ ] -NFPA 231C: FIGURE: CURVE: [X] -OTHER (Specify) :CENTRAL ELO-16 16x16 COVERAGE 25 GPM K=11 .4 [ ] -SPECIFIC RULING: MADE BY: DATE: Area of Sprinkler Operation: 1500 SF * System Type * Density: 0 .10 GPM/SF [X] -WET [ 1 -DRY [ ] -DELUGE [ ] -PRE-ACTION Area Per Sprinkler: 220 SF Hose Allowance GPM: Inside: 0 * SPRINKLER OR NOZZLE * Hose Allowance GPM: Outside : 100 Make:CENTRAL Model :ELO-16 GB Rack Sprinkler Allowance: 0 Size: 5/8" K-Factor: 11 .4 Temperature Rating: 155 F CALCULATION SUMMARY GPM Required: 298 . 78 PSI Required: 50 .53 "C" Factor Used: Overhead: 120 Underground: 140 WATER SUPPLY * WATER FLOW TEST * * PUMP DATA * * TANK OR RESERVOIR * Date & Time : 4/97 Rated Capacity: Capacity: Static PSI : 58 PSI At PSI : Elevation: Residual PSI : 44 PSI Elevation: GPM Flowing: 980 GPM * WELL * Elevation: 0 . 0 Proof Flow: Location: 790 OLD CRYSTAL BAY ROAD Source Information: CITY WATER / GRINNELL FIRE File: OR2ND.CAL "THE" Sprinkler Program by FPE Software, Inc. Page: 1 PRESSURE FLOW ELEVATION K-FACTOR AREA DENSITY NODE (PSI) (GPM) (FEET) (SQ.FT. ) (GPM/SQ.FT. ) 11 15 . 16 22 .00 31 .67 5 .65 220 0 .100 12 16 .92 23 .24 31 . 67 5 . 65 220 0 . 106 13 18 .73 24 .45 31 . 67 5 . 65 160 0 . 153 14 22 .60 0 . 00 31 . 67 Zi 26 .24 0 .00 31 .67 21 15 .31 22 . 10 31 . 67 5 . 65 220 0 . 100 22 17 .08 23 .35 31 . 67 5 . 65 220 0 . 106 23 18 . 89 24 .55 31 .67 5 .65 160 0 .153 24 22 . 79 0 .00 31 .67 Z2 26 .46 0 . 00 31 . 67 32 26 .98 29 .35 31 . 67 5 . 65 220 0 . 133 33 27 . 71 29 .74 31 .67 5 . 65 190 0 .157 Z3 28 .88 0 . 00 31 .67 A69 36 .23 0 . 00 31 . 67 A79 42 .44 0 . 00 18 . 67 A89 44 .87 0 . 00 18 .67 A99 50 .24 0 . 00 7 . 0 TOR 50 .48 0 . 00 7 . 0 BOZ 54 . 72 0 . 00 -2 . 0 BOR 55 .25 0 . 00 -3 . 0 CITY 50 .53 298 . 78 9 . 0 SOURCE File: OR2ND.CAL "THE" Sprinkler Program by FPE Software, Inc. Page: 1 BEGIN END FLOW DIAMETER TYPE FITTINGS LENGTH EQV LENGTH TOT LENGTH FRICTION C-VALUE Pe Pf VELOCITY NODE NODE (GPM) (INCHES) (FEET) (FEET) (FEET) (PSI/FT.) (PSI) (PSI) (FT/SEC) 12 11 22.00 1.104 XL 14.50 0.00 14.50 0.121 120 0.00 1.75 7.37 13 12 45.24 1.452 XL 15.00 0.00 15.00 0.121 120 0.00 1.81 8.77 14 13 69.69 1.452 XL 14.4 0.00 14.40 0.269 120 0.00 3.87 13.50 Z1 14 69.69 1.452 XL T 5.8 7.70 13.50 0.269 120 0.00 3.63 13.50 22 21 22.10 1.104 XL 14.50 0.00 14.50 0.122 120 0.00 1.77 7.41 23 22 45.45 1.452 XL 14.85 0.00 14.85 0.122 120 0.00 1.81 8.81 24 23 70.01 1.452 XL 14.4 0.00 14.40 0.271 120 0.00 3.91 13.56 Z2 24 70.01 1.452 XL T 5.8 7.70 13.50 0.271 120 0.00 3.66 13.56 33 32 29.35 1.687 XL 2E 17.50 10.20 27.70 0.026 120 0.00 0.72 4.21 Z3 33 59.08 1.687 XL T 2.25 10.00 12.25 0.095 120 0.00 1.17 8.48 Z2 Z1 69.69 2.635 10 15.00 0.00 15.00 0.015 120 0.00 0.22 4.10 Z3 Z2 139.70 2.635 10 4L 23.25 22.00 45.25 0.053 120 0.00 2.42 8.22 A69 Z3 198.78 3.260 10 LT 175.0 27.00 202.00 0.036 120 0.00 7.36 7.64 A79 A69 198.78 4.260 10 4L 26.0 31.60 57.60 0.010 120 5.63 0.57 4.47 A89 A79 198.78 4.260 10 T 220.0 26.40 246.40 0.010 120 0.00 2.44 4.47 A99 A89 198.78 4.260 10 2L 16.0 15.80 31.80 0.010 120 5.06 0.31 4.47 TOR A99 198.78 6.357 10 7LT 75.00 93.00 168.00 0.001 120 0.00 0.24 2.01 302 TOR 198.78 4.260 10 TG 6.0 28.40 34.40 0.010 120 3.90 0.34 4.47 BOR 302 198.78 6.357 10 2EGC 3.00 64.00 67.00 0.001 120 0.43 0.09 2.01 CITY BOR 198.78 6.340 DI 3ETG 350.0 99.75 449.75 0.001 140 -5.20 0.48 2.02 HYDRAULIC SUMMARY WATER SUPPLY INFORMATION Static: 58 . 00 psi . Residual : 44 .00 psi . @ 980 .00 gpm. Hose: 100 .00 gpm. System requires : 50 .53 psi . @ 298 . 78 gpm. (including Hose Allowance) Supply available : 56 .44 psi . Safety Margin: 5 . 91 psi . Maximum velocity in the system is 0 . 00 ft/sec . Continuity at all nodes satisfied to 0 .01 gpm. FITTING LEGEND PIPE TYPE LEGEND F = 45 DEGREE ELBOW XL = ALLIED XL E = 90 DEGREE ELBOW 10 = SCHEDULE 10 L = 90 DEGREE LONG TURN ELBOW 40 = SCHEDULE 40 T = TEE OR CROSS 07 = SUPER FLO B = BUTTERFLY VALVE CK = COPPER TYPE K G = GATE VALVE CL = COPPER TYPE L C = CHECK VALVE CM = COPPER TYPE M D = DRY PIPE VALVE PB = POLYBUTYLENE - IRON PIPE SIZE U = DELUGE VALVE CP = CPVC P = PLASTIC 90 ELBOW DI = DUCTILE NOTES : PRESSURE (psi ) N to ea ea ea 1 Iv ter rw +9 — CD CRE Ir di at I M N Z lc Nr o E bli _ c ZN 111 v 3 0+ Z to A. Mel g C ID AltiCOr MI 19 LA IQ CD pais 3