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HomeMy WebLinkAboutADT Commercialr. com, i ercial tDigitally signed by Jeffrey Collins .. Date: 2021.10.12 13:38:06-04'00' ADT COMMERCIAL 3150 SW 42ND AVE. PALM CITY, FL. 34990 772.232.2001 Job Name 500625593 SP SAILFISH CRISTELLE CAY Drawing FP2 Location SAILFISH Remote Area 1 Contract 500625593 Data File 1ST FLR SAILFISH CRISTELLE CAY Area 1.WXF ,LE sV"' J; _ t Computer Programs by Hydratec Inc. Revision: 50.5520.727 ADT COMMERCIAL 500625593 SP SAILFISH CRISTELLE CAY HYDRAULIC CALCULATIONS for JOB NAME CRISTELLE CAY Location SAILFISH Drawing # FP2 Contract # 500625593 Date 10.11.2021 DESIGN Remote area # 1 Remote area location NORTH SIDE Occupancy classification ORD HAZ GR I Density 0.15 - Gpm/SgFt Area of application 986 - SgFt Coverage/sprinkler 130 - SgFt Type of sprinkler calculated 5.6K 200 DEG UPRIGHT # Sprinklers calculated 9 In -rack demand NA - GPM Hose streams 250 - GPM Total water required (including hose streams) 444.560 - GPM @ 51.455 - Psi Type of system AUTOMATIC WET Volume of system (dry or pre -action) NA -Gal WATER SUPPLY INFORMATION Test date Location Source of info UTILITIES CONTRACTOR INFO ADT COMMERCIAL Address 3150 SW 42ND AVE. PALM CITY, FL. 34990 Phone # 772.232.2001 Name of designer JPC Authority having jurisdiction SLC FD NOTES: STATIC: 62PSI RESIDUAL: 40PSI FLOW: 1000GPM Page 1 Date 10.11.2021 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Water Supply Curve ADT COMMERCIAL 500625593 SP SAILFISH CRISTELLE CAY Page 2 Date 10.11.2021 City Water Supply: Demand: C1 - Static Pressure : 62 D1 - Elevation 3.681 C2 - Residual Pressure: 40 D2 - System Flow : 194.56 C2 - Residual Flow 1000 D2 - System Pressure 51.455 Hose ( Demand) : 250 D3 - System Demand : 444.56 Safety Margin 5.635 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 C1 R 60 D2 E 50 40 30 20 10 4;)4— t ........ . . . . . . . 100 200 300 400 500 600 700 800 900 FLOW (N " 1.85) C2 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Flow Diagram Page 3 Date 10.11.2021 ADT COMMERCIAL 500625593 SP SAILFISH CRISTELLE CAY 19.5 59.7 194.6 194.6 194.6 194.6 101 +- 102 F 103 F 104 F 105 F. M1 <- M2 *- TORF BORE- 106 F UG1E- TEST 39.2 125.9 194.6 194.6 194.6 22.7 107 <- 104 -> 108 1 43.5 1 43.5 21.3 109 <- 108 22.1 110 F 108 22.4 111 F 112 F 105 T 44.9 1 44.9 23.T 113 F 105 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Fittings Used Summary ADT COMMERCIAL 500625593 SP SAILFISH CRISTELLE CAY Page 4 Date 10.11.2021 Fitting Legend Abbrev. Name % g/ 1 1% 11/ 2 21/ 3 3% 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.5520.727 Flow Summary - NFPA ADT COMMERCIAL 500625593 SP SAILFISH CRISTELLE CAY Page 5 Date 10.11.2021 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 62.0 40 1000.0 57.09 444.56 51.455 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 101 8.5 5.6 12.13 19.5 0.15 130 102 8.5 5.6 12.39 19.71 0.15 130 103 8.5 5.6 13.35 20.46 0.15 130 104 8.5 16.78 105 8.5 18.3 M1 8.5 21.35 M2 8.5 36.26 TOR 8.5 40.47 BOR 1.75 44.06 106 1.75 47.07 UG1 -5.0 50.06 TEST 0.0 51.45 250.0 107 8.5 5.6 16.48 22.74 0.15 130 108 8.5 16.57 109 8.5 5.6 14.51 21.33 0.15 130 110 8.5 5.6 15.62 22.14 0.15 130 ill 8:5 5.6 15.93 22.35 0.15 130 112 8.5 5.6 16.27 22.59 0.15 130 113 8.5 5.6 17.98 23.74 0.15 130 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen -Williams ADT COMMERCIAL Page 6 500625593 SP SAILFISH CRISTELLE CAY Date 10.11.2021 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 101 8.5 5.60 19.50 1.25 10.000 120 12.125 to 0.0 102 8.5 19.5 1.442 10.000 0.0264 0.264 Vel = 3.83 102 8.5 5.60 19.71 1.25 10.000 120 12.389 to 0.0 103 8.5 39.21 1.442 10.000 0.0960 0.960 Vel = 7.70 103 8.5 5.60 20.46 1.25 T 7.432 9.000 120 13.349 to 7.432 0.0 104 8.5 59.67 1.442 16.432 0.2088 3.431 Vel = 11.72 104 8.5 66.21 2 13.000 120 16.780 to 0.0 105 8.5 125.88 2.157 13.000 0.1168 1.519 Vel = 11.05 105 8.5 68.68 2 11.670 120 18.299 to 0.0 M1 8.5 194.56 2.157 11.670 0.2615 3.052 Vel = 17.08 M1 8.5 0.0 2 57.000 120 21.351 to 0.0 M2 8.5 194.56 2.157 57.000 0.2615 14.908 Vel = 17.08 M2 8.5 0.0 2.5 T 16.474 18.000 120 36.259 to E 8.237 24.711 0.0 TOR 8.5 194.56 2.635 42.711 0.0987 4.215 Vel = 11.45 TOR 8.5 0.0 2.5 6.750 120 40.474 to 2.923 BOR 1.75 194.56 2.635 6.750 0.0987 0.666 Vel = 11.45 BOR 1.75 0.0 2.5 2E 16.474 14.000 120 44.063 to 16.474 0.0 106 1.75 194.56 2.635 30.474 0.0987 3.007 Vel = 11.45 106 1.75 0.0 4 6.750 120 47.070 to 2.923 UG1 -5 194.56 4.26 6.750 0.0096 0.065 Vel = 4.38 UG1 -5 0.0 4 4E 63.728 100.000 150 50.058 to G 3.186 98.779 -0.166 * * Fixed Loss = 2 TEST 0 194.56 4.07 T 31.864 198.779 0.0079 1.563 Vel = 4.80 Zaf 0.0 250.00 Qa = 250.00 TEST 444.56 51.455 K Factor = 61.98 107 8.5 5.60 22.74 1.25 T 7.432 1.000 120 16.484 to 7.432 0.0 104 8.5 22.74 1.442 8.432 0.0351 0.296 Vel = 4.47 104 8.5 -66.21 2 13.000 120 16.780 to 0.0 108 8.5 -43.47 2.157 13.000 -0.0164 -0.213 Vel = 3.82 0.0 108 -43.47 16.567 K Factor = -10.68 109 8.5 5.60 21.33 1 T 5.0 9.000 120 14.514 to 5.000 0.0 108 8.5 21.33 1.049 14.000 0.1466 2.053 Vel = 7.92 0.0 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen -Williams ADT COMMERCIAL Page 7 500625593 SP SAILFISH CRISTELLE CAY Date 10.11.2021 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 108 21.33 16.567 K Factor = 5.24 110 8.5 5.60 22.14 1 T 5.0 1.000 120 15.625 to 5.000 0.0 108 8.5 22.14 1.049 6.000 0.1570 0.942 Vel = 8.22 0.0 108 22.14 16.567 K Factor = 5.44 111 8.5 5.60 22.35 1.25 10.000 120 15.929 to 0.0 112 8.5 22.35 1.442 10.000 0.0340 0.340 Vel = 4.39 112 8.5 5.60 22.59 1.25 T 7.432 9.000 120 16.269 to 7.432 0.0 105 8.5 44.94 1.442 16.432 0.1235 2.030 Vel = 8.83 0.0 105 44.94 18.299 K Factor = 10.51 113 8.5 5.60 23.74 1.25 T 7.432 1.000 120 17.979 to 7.432 0.0 105 8.5 23.74 1.442 8.432 0.0380 0.320 Vel = 4.66 0.0 105 23.74 18.299 K Factor = 5.55 Computer Programs by Hydratec Inc. Revision: 50.5520.727 om, i.,ercial, Digitally signed s �i No.53838 'N < Iby Jeffrey Collins /�/. ?,o''•. STATE OF ;4 .bate: ..2021.10.12 1 3:37:42 -04 00 ADT COMMERCIAL 3150 SW 42ND AVE. PALM CITY, FL. 34990 772.232.2001 Job Name 500625593 SP SAILFISH CRISTELLE CAY Drawing SAILFISH Location UNIT 2A Remote Area 2 Contract 500625593 Data File 2ND FLR SAILFISH CRISTELLE CAY Area 2.WXF Computer Programs by Hydratec Inc. Revision: 50.5520.727 ADT COMMERCIAL 500625593 SP SAILFISH CRISTELLE CAY Page 1 Date 10.11.2021 HYDRAULIC DESIGN INFORMATION SHEET Name - CRISTELLE CAY Date - 10.11.2021 Location - UNIT 2A Building - SAILFISH System No. - 2 Contractor - ADTC Contract No. - 500625593 Calculated By - JPC Drawing No. - FP3 Construction: ( ) Combustible (X) Non -Combustible Ceiling Height OCCUPANCY - 13R S Y S T E M D E S I G N Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Number of Sprinklers Flowing: ( )1 ( )2 (X)4 ( ) ( ) Other ( )Specific Ruling Made by Date Listed Flow at Start Point - 16 Gpm System Type Listed Pres. at Start Point - 13.3 Psi (X) Wet ( ) Dry MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction Domestic Flow Added - Gpm Sprinkler or Nozzle Additional Flow Added - Gpm Make RELIABLE Model R3531 Elevation at Highest Outlet - 18'11"Feet Size 1/2 K-Factor 4.4 Note: Temperature Rating 155 Calculation Gpm Required 163.296 Psi Required 56.142 At Test Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 62 Elev. R Residual (Psi) - 40 Other Well Flow (Gpm) - 1000 Proof Flow Gpm S Elevation - 0 P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Revision: 50.5520.727 Water Supply Curve ADT COMMERCIAL 500625593 SP SAILFISH CRISTELLE CAY Page 2 Date 10.11.2021 City Water Supply: Demand: C1 - Static Pressure : 62 D1 - Elevation 8.047 C2 - Residual Pressure: 40 D2 - System Flow : 63.296 C2 - Residual Flow 1000 D2 - System Pressure 56.142 Hose ( Demand) :100 D3 - System Demand : 163.296 Safety Margin 5.088 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 C1 R 60 E 50 D3 40 30 20 10 D1 100 200 300 400 500 600 700 800 900 FLOW (N^1.85) C2, Computer Programs by Hydratec Inc. Revision: 50.5520.727 Flow Diagram ADT COMMERCIAL 500625593 SP SAILFISH CRISTELLE CAY 15.5 31.2 63.3 63.3 63.3 201 F 202 F 203 F 204 F M3 F M2 F M1 t- 2TOF- 2B0R, TEST 31.$ 63.3 63.3 63.3 31.2 15.7 205 F 202 16 206 F 207 F 204 32.1 16 208 F 207 Page 3 Date 10.11.2021 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Fittings Used Summary ADT COMMERCIAL 500625593 SP SAILFISH CRISTELLE CAY Page 4 Date 10.11.2021 Fitting Legend Abbrev. Name '/ % 1 1 % 1'/ 2 2% 3 31/ 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.5520.727 Flow Summary - NFPA ADT COMMERCIAL 500625593 SP SAILFISH CRISTELLE CAY SUPPLY ANALYSIS Page 5 Date 10.11.2021 Node at Source Static Pressure Residual Pressure Flow Available Pressure Total Demand Required Pressure TEST 62.0 40 1000.0 61.23 163.3 56.142 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 201 18.58 4.4 12.43 15.51 0.05 144 202 18.92 13.18 203 18.92 16.32 204 18.92 16.35 M3 18.92 25.25 M2 18.92 26.85 M1 18.92 32.4 2TOR 18.92 42.79 2BOR -5.0 53.18 TEST 0.0 56.14 100.0 205 18.58 4.4 12.72 15.69 0.05 196 206 18.58 4.4 13.3 16.05 0.05 256 207 18.58 13.32 208 18.58 4.4 13.3 16.05 0.05 196 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen -Williams ADT COMMERCIAL Page 6 500625593 SP SAILFISH CRISTELLE CAY Date 10.11.2021 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 201 18.58 4.40 15.51 1 3E 11.475 9.590 150 12.430 to 11.475 -0.147 202 18.92 15.51 1.101 21.065 0.0425 0.896 Vel = 5.23 202 18.92 15.69 1 2E 7.65 12.650 150 13.179 to 7.650 0.0 203 18.92 31.2 1.101 20.300 0.1549 3.145 Vel = 10.51 203 18.92 0.0 1.25 0.550 150 16.324 to 0.0 204 18.92 31.2 1.394 0.550 0.0491 0.027 Vel = 6.56 204 18.92 32.10 1.25 3E 14.285 25.170 150 16.351 to T 9.523 23.808 0.0 M3 18.92 63.3 1.394 48.978 0.1817 8.899 Vel = 13.31 M3 18.92 0.0 1.5 17.160 150 25.250 to 0.0 M2 18.92 63.3 1.598 17.160 0.0934 1.603 Vel = 10.13 M2 18.92 0.0 1.5 2E 11.656 47.760 150 26.853 to 11.656 0.0 M 1 18.92 63.3 1.598 59.416 0.0934 5.551 Vel = 10.13 M 1 18.92 0.0 1.5 T 9.9 49.830 120 32.404 to 7E 34.649 44.549 0.0 2TOR 18.92 63.3 1.682 94.379 0.1100 10.383 Vel = 9.14 2TOR 18.92 0.0 4 23.920 120 42.787 to 10.360 2BOR -5 63.3 4.26 23.920 0.0012 0.028 Vel = 1.42 2BOR -5 0.0 4 4E 63.728 100.000 150 53.175 to G 3.186 98.779 2.771 * * Fixed Loss = 4.936 TEST 0 63.3 4.07 T 31.864 198.779 0.0010 0.196 Vel = 1.56 Zaf 0.0 100.00 Qa = 100.00 TEST 163.30 56.142 K Factor = 21.79 205 18.58 4.40 15.69 1 E 3.825 0.660 150 12.716 to T 9.563 13.387 -0.147 202 18.92 15.69 1.101 14.047 0.0434 0.610 Vel = 5.29 0.0 202 15.69 13.179 K Factor = 4.32 206 18.58 4.40 16.05 1 0.500 150 13.300 to 0.0 207 18.58 16.05 1.101 0.500 0.0460 0.023 Vel = 5.41 207 18.58 16.04 1 2T 19.125 0.330 150 13.323 to 19.126 -0.147 204 18.92 32.09 1.101 19.456 0.1632 3.175 Vel = 10.81 0.0 204 32.09 16.351 K Factor = 7.94 208 18.58 4.40 16.05 1 0.500 150 13.300 to 0.0 207 18.58 16.05 1.101 0.500 0.0460 0.023 Vel = 5.41 0.0 207 16.05 13.323 K Factor = 4.40 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen -Williams ADT COMMERCIAL Page 7 500625593 SP SAILFISH CRISTELLE CAY Date 10.11.2021 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ***'*** Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf Computer Programs by Hydratec Inc. Revision: 50.5520.727 -ial Co�m;merc Digitally signed by Jeffrey Collins ., _Date:_2021.10.12 13:37:21-04'00' ADT COMMERCIAL 3150 SW 42ND AVE. PALM CITY, FL. 34990 772.232.2001 Job Name 500625593 SP SAILFISH CRISTELLE CAY-NO STDP supply stair 2 south side Drawing SAILFISH Location UNIT 3A Remote Area 3 Contract 500625593 Data File 3RD FLR SAILFISH CRISTELLE CAY Area 3.WXF Computer Programs by Hydratec Inc. Revision: 50.5520.727 ADT COMMERCIAL 500625593 SP SAILFISH CRISTELLE CAY-NO STDP supply stair 2 south side Page 1 Date HYDRAULIC DESIGN INFORMATION SHEET Name - CRISTELLE CAY Date - 10.11.2021 Location - UNIT 3A Building - SAILFISH System No. - 3 Contractor - ADTC Contract No. - 500625593 Calculated By - JPC Drawing No. - FP4 Construction: ( ) Combustible (X) Non -Combustible Ceiling Height OCCUPANCY - 13R S Y S T E M D E S I G N Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Number of Sprinklers Flowing: ( )1 ( )2 (X)4 ( ) ( ) Other ( )Specific Ruling Made by Date Listed Flow at Start Point - 16 Gpm System Type Listed Pres. at Start Point - 13.3 Psi (X) Wet ( ) Dry MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction Domestic Flow Added - Gpm Sprinkler or Nozzle Additional Flow Added - Gpm Make RELIABLE Model R3531 Elevation at Highest Outlet - 18'11"Feet Size 1/2 K-Factor 4.4 Note: Temperature Rating 155 Calculation Gpm Required 163.296 Psi Required 55.853 At Test Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 62 R Residual (Psi) - 40 Flow (Gpm) - 1000 S Elevation - 0 P Location: P L Source of Information: Y Pump Data: Tank or Reservoir: Rated Cap. Cap. @ Psi Elev. Elev. Other Well Proof Flow Gpm Computer Programs by Hydratec Inc. Revision: 50.5520.727 Water Supply Curve ADT COMMERCIAL Page 2 500625593 SP SAILFISH CRISTELLE CAY-NO STDP supply stair 2 south side Date City Water Supply: Demand: C1 - Static Pressure : 62 D1 - Elevation 12.378 C2 - Residual Pressure: 40 D2 - System Flow : 63.296 C2 - Residual Flow 1000 D2 - System Pressure 55.853 Hose ( Demand) :100 D3 - System Demand : 163.296 Safety Margin 5.377 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 C1 R 60 E 50 3 40 30 20 10 100 200 300 400 500 600 700 800 900 FLOW N^1.85) C2 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Flow Diagram ADT COMMERCIAL Page 3 500625593 SP SAILFISH CRISTELLE CAY-NO STDP supply stair 2 south side Date 15.5 15.5 31.2 63.3 63.3 63.3 301 t- 302 <- 303 <- 304 t- 305 <-- 306 F M2 t 307 F- 308 .-. M1 E- 3T0E- 3B0R- TEST 15.$ 31.2 63.3 63.3 63.3 63.3 1 15.5 15.7 1 309 +- 310 <- 304 15.7 16 311<- 312 F 306 32.1 16 313 F 312 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Fittings Used Summary ADT COMMERCIAL Page 4 500625593 SP SAILFISH CRISTELLE CAY-NO STDP supply stair 2 south side Date Fitting Legend Abbrev. Name '/ % 1 1% 11/ 2 2'/ 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.5520.727 Flow Summary - NFPA ADT COMMERCIAL Page 5 500625593 SP SAILFISH CRISTELLE CAY-NO STDP supply stair 2 south side Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 62.0 40 1000.0 61.23 163.3 55.853 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 301 28.58 4.4 12.43 15.51 0.05 144 302 28.58 12.45 303 28.92 12.64 304 28.92 13.18 305 28.92 16.32 306 28.92 16.35 M2 28.92 25.25 307 28.92 28.6 308 28.92 28.73 M 1 28.92 35.99 3TOR 28.92 38.16 3BOR -5.0 52.89 TEST 0.0 55.85 100.0 309 28.58 4.4 12.72 15.69 0.05 196 310 28.58 12.73 311 28.58 4.4 13.3 16.05 0.05 256 312 28.58 13.32 313 28.58 4.4 13.3 16.05 0.05 196 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen -Williams ADT COMMERCIAL Page 6 500625593 SP SAILFISH CRISTELLE CAY-NO STDP supply stair 2 south side Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 301 28.58 4.40 15.51 1 0.500 150 12.430 to 0.0 302 28.58 15.51 1.101 0.500 0.0420 0.021 Vel = 5.23 302 28.58 0.0 1 2E 7.65 0.330 150 12.451 to 7.650 -0.147 303 28.92 15.51 1.101 7.980 0.0425 0.339 Vel = 5.23 303 28.92 0.0 1 E 3.825 8.760 150 12.643 to 3.825 0.0 304 28.92 15.51 1.101 12.585 0.0426 0.536 Vel = 5.23 304 28.92 15.69 1 2E 7.65 12.650 150 13.179 to 7.650 0.0 305 28.92 31.2 1.101 20.300 0.1549 3.145 Vel = 10.51 305 28.92 0.0 1.25 0.550 150 16.324 to 0.0 306 28.92 31.2 1.394 0.550 0.0491 0.027 Vel = 6.56 306 28.92 32.10 1.25 3E 14.285 25.170 150 16.351 to T 9.523 23.808 0.0 M2 28.92 63.3 1.394 48.978 0.1817 8.899 Vel = 13.31 M2 28.92 0.0 1.5 35.910 150 25.250 to 0.0 307 28.92 63.3 1.598 35.910 0.0934 3.355 Vel = 10.13 307 28.92 0.0 1.5 1.340 150 28.605 to 0.0 308 28.92 63.3 1.598 1.340 0.0933 0.125 Vel = 10.13 308 28.92 0.0 1.5 2E 11.656 54.340 150 28.730 to T 11.656 23.312 0.0 M1 28.92 63.3 1.598 77.652 0.0934 7.255 Vel = 10.13 M1 28.92 0.0 2 7E 43.073 23.160 120 35.985 to 43.074 0.0 3TOR 28.92 63.3 2.157 66.234 0.0328 2.170 Vel = 5.56 3TOR 28.92 0.0 4 33.920 120 38.155 to 14.691 3BOR -5 63.3 4.26 33.920 0.0012 0.040 Vel = 1.42 3BOR -5 0.0 4 4E 63.728 100.000 150 52.886 to G 3.186 98.779 2.771 * * Fixed Loss = 4.936 TEST 0 63.3 4.07 T 31.864 198.779 0.0010 0.196 Vel = 1.56 Zaf 0.0 100.00 Qa = 100.00 TEST 163.30 55.853 K Factor = 21.85 309 28.58 4.40 15.69 1 0.330 150 12.716 to 0.0 310 28.58 15.69 1.101 0.330 0.0424 0.014 Vel = 5.29 310 28.58 0.0 1 E 3.825 0.330 150 12.730 to T 9.563 13.387 -0.147 304 28.92 15.69 1.101 13.717 0.0434 0.596 Vel = 5.29 0.0 304 15.69 13.179 K Factor = 4.32 311 28.58 4.40 16.05 1 0.500 150 13.300 to 0.0 312 28.58 16.05 1.101 0.500 0.0460 0.023 Vel = 5.41 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen -Williams ADT COMMERCIAL Page 7 500625593 SP SAILFISH CRISTELLE CAY-NO STDP supply stair 2 south side Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 312 28.58 16.04 1 2T 19.125 0.330 150 13.323 to 19.126 -0.147 306 28.92 32.09 1.101 19.456 0.1632 3.175 Vel = 10.81 0.0 306 32.09 16.351 K Factor = 7.94 313 28.58 4.40 16.05 1 0.500 150 13.300 to 0.0 312 28.58 16.05 1.101 0.500 0.0460 0.023 Vel = 5.41 0.0 312 16.05 13.323 K Factor = 4.40 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Digitally signed by Jeffrey Collins _ hn. 53836 +, -WE OF ;' 4 J'j Date.,2O21.1 O.12 O�sSQNAEa'\' µ 13:37.00-04'00' ADT COMMERCIAL 3150 SW 42ND AVE. PALM CITY, FL. 34990 772.232.2001 Job Name 500625593 SP SAILFISH CRISTELLE CAY-NO STDP supply stair 2 south side Drawing SAILFISH Location PHA Remote Area 4 Contract 500625593 Data File 4TH FLR SAILFISH CRISTELLE CAY Area 4.WXF Computer Programs by Hydratec Inc. Revision: 50.5520.727 ADT COMMERCIAL 500625593 SP SAILFISH CRISTELLE CAY-NO STDP supply stair 2 south side Page 1 Date HYDRAULIC DESIGN INFORMATION SHEET Name - CRISTELLE CAY Date - 10.11.2021 Location - PHA Building - SAILFISH Contractor - ADTC Calculated By - JPC Construction: ( ) Combustible OCCUPANCY - 13R S Y S T E M D E S I G N System No. - 4 Contract No. - 500625593 Drawing No. - FP5 (X) Non -Combustible Ceiling Height Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Number of Sprinklers Flowing: ( )1 ( )2 (X)4 ( ) ( )Other ( )Specific Ruling Made by Date Listed Flow at Start Point - 16 Gpm System Type Listed Pres. at Start Point - 13.3 Psi (X) Wet ( ) Dry MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction Domestic Flow Added - Gpm Sprinkler or Nozzle Additional Flow Added - Gpm Make RELIABLE Model R3531 Elevation at Highest Outlet - 18'11"Feet Size 1/2 K-Factor 4.4 Note: Temperature Rating 155 Calculation Gpm Required 163.296 Psi Required 55.609 At Test Summary C-Factor Used: Overhead 150 Underground 150 W A T E R S P P L Y Water Flow Test: Pump Data: Tank or Reservoir: Date of Test - Rated Cap. Cap. Time of Test - @ Psi Elev. Static (Psi) - 62 Elev. Residual (Psi) - 40 Other Well Flow (Gpm) - 1000 Proof Flow Gpm Elevation - 0 Location: Source of Information: Computer Programs by Hydratec Inc. Revision: 50.5520.727 Water Supply Curve ADT COMMERCIAL Page 2 500625593 SP SAILFISH CRISTELLE CAY-NO STDP supply stair 2 south side Date City Water Supply: Demand: C1 - Static Pressure : 62 D1 - Elevation 16.965 C2 - Residual Pressure: 40 D2 - System Flow : 63.296 C2 - Residual Flow 1000 D2 - System Pressure 55.610 Hose ( Demand) :100 D3 - System Demand : 163.296 Safety Margin 5.621 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 C1 R 60 E 50 3 40 30 20 D1 10 100 200 300 400 500 600 700 800 900 FLOW N^1.85) C2 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Flow Diagram ADT COMMERCIAL Page 3 500625593 SP SAILFISH CRISTELLE CAY-NO STDP supply stair 2 south side Date 15.5 31.2 63.3 63.3 63.3 63.3 401 <-- 402 F- 403 F 404 t-- M1 F M2 F-. M3 E- M4 F 405 F 4T0E- 4B0F, TEST 311 63.3 63.3 63.3 63.3 1 31.2 15.7 1 406 <- 402 1 I I 16 1 407 +- 408 <- 404 32.1 16 409 F 408 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Fittings Used Summary ADT COMMERCIAL 500625593 SP SAILFISH CRISTELLE CAY-NO STDP supply stair 2 south side Page 4 Date Fitting Legend Abbrev. Name '/ 9/ 1 1% 1'/ 2 2'/ 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.5520.727 Flow Summary - NFPA ADT COMMERCIAL Page 5 500625593 SP SAILFISH CRISTELLE CAY-NO STDP supply stair 2 south side Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 62.0 40 1000.0 61.23 163.3 55.61 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 401 39.17 4.4 12.43 15.51 0.05 144 402 39.5 13.18 403 39.5 16.33 404 39.5 16.35 M1 39.5 25.25 M2 39.5 28.61 M3 39.5 29.91 M4 39.5 30.3 405 39.5 31.15 4TOR 39.5 33.32 4BOR -5.0 52.64 TEST 0.0 55.61 100.0 406 39.17 4.4 12.72 15.69 0.05 196 407 39.17 4.4 13.3 16.05 0.05 256 408 39.17 13.32 409 39.17 4.4 13.3 16.05 0.05 196 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen -Williams ADT COMMERCIAL Page 6 500625593 SP SAILFISH CRISTELLE CAY-NO STDP supply stair 2 south side Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe **`**** Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 401 39.17 4.40 15.51 1 3E 11.475 9.590 150 12.430 to 11.475 -0.143 402 39.5 15.51 1.101 21.065 0.0425 0.896 Vel = 5.23 402 39.5 15.69 1 2E 7.65 12.650 150 13.183 to 7.650 0.0 403 39.5 31.2 1.101 20.300 0.1549 3.145 Vel = 10.51 403 39.5 0.0 1.25 0.550 150 16.328 to 0.0 404 39.5 31.2 1.394 0.550 0.0491 0.027 Vel = 6.56 404 39.5 32.10 1.25 3E 14.285 25.170 150 16.355 to T 9.523 23.808 0.0 M1 39.5 63.3 1.394 48.978 0.1817 8.899 Vel = 13.31 M 1 39.5 0.0 1.5 35.910 150 25.254 to 0.0 M2 39.5 63.3 1.598 35.910 0.0934 3.355 Vel = 10.13 M2 39.5 0.0 2 2E 12.965 29.010 150 28.609 to 12.965 0.0 M3 39.5 63.3 2.003 41.975 0.0311 1.306 Vel = 6.45 M3 39.5 0.0 2 12.500 150 29.915 to 0.0 M4 39.5 63.3 2.003 12.500 0.0310 0.388 Vel = 6.45 M4 39.5 0.0 2 T 12.965 14.170 150 30.303 to 12.965 0.0 405 39.5 63.3 2.003 27.135 0.0311 0.844 Vel = 6.45 405 39.5 0.0 2 7E 43.073 23.160 120 31.147 to 43.074 0.0 4TOR 39.5 63.3 2.157 66.234 0.0328 2.170 Vel = 5.56 4TOR 39.5 0.0 4 44.500 120 33.317 to 19.273 4BOR -5 63.3 4.26 44.500 0.0012 0.053 Vel = 1.42 4BOR -5 0.0 4 4E 63.728 100.000 150 52.643 to G 3.186 98.779 2.771 * * Fixed Loss = 4.936 TEST 0 63.3 4.07 T 31.864 198.779 0.0010 0.196 Vel = 1.56 Zaf 0.0 100.00 Qa = 100.00 TEST 163.30 55.610 K Factor = 21.90 406 39.17 4.40 15.69 1 E 3.825 0.660 150 12.716 to T 9.563 13.387 -0.143 402 39.5 15.69 1.101 14.047 0.0434 0.610 Vel = 5.29 0.0 402 15.69 13.183 K Factor = 4.32 407 39.17 4.40 16.05 1 0.500 150 13.300 to 0.0 408 39.17 16.05 1.101 0.500 0.0460 0.023 Vel = 5.41 408 39.17 16.04 1 2T 19.125 0.330 150 13.323 to 19.126 -0.143 404 39.5 32.09 1.101 19.456 0.1632 3.175 Vel = 10.81 0.0 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen -Williams ADT COMMERCIAL Page 7 500625593 SP SAILFISH CRISTELLE CAY-NO STDP supply stair 2 south side Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 404 32.09 16.355 K Factor = 7.93 409 39.17 4.40 16.05 1 0.500 150 13.300 to 0.0 408 39.17 16.05 1.101 0.500 0.0460 0.023 Vel = 5.41 0.0 408 16.05 13.323 K Factor = 4.40 Computer Programs by Hydratec Inc. Revision: 50.5520.727