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HomeMy WebLinkAboutADT CommercialCommercial Digitally signed 1�by Jeffrey Collins z S STATE Of e; Date: 2021.10.12 14:00:36-04'00' ADT COMMERCIAL 3150 SW 42ND AVE. PALM CITY, FL. 34990 772.232.2001 Job Name 500625593 SP MAHI MAHI CRISTELLE CAY Drawing MAHI MAHI Location PHG Remote Area 1 Contract 500625593 Data File 4TH FLR MAHI MAHI CRISTELLE CAY Area 1.WXF Computer Programs by Hydratec Inc. Revision: 50.5520.727 ADT COMMERCIAL 500625593 SP MAHI MAHI CRISTELLE CAY Page 1 Date HYDRAULIC DESIGN INFORMATION SHEET Name - CRISTELLE CAY Date - 09.14.2021 Location - PHG Building - MAHI MAHI System No. - 1 Contractor - ADTC Contract No. - 500625593 Calculated By - JPC Drawing No. - FP5 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: ( )l )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 158.726 Psi Required 54.140 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 MAHI MAHI CRISTELLE CAY Date City Water Supply: Demand: C1 - Static Pressure : 62 D1 - Elevation 17.142 C2 - Residual Pressure: 40 D2 - System Flow : 58.726 C2 - Residual Flow 1000 D2 - System Pressure : 54.140 Hose ( Demand) :100 D3 - System Demand : 158.726 Safety Margin 7.130 150 140 130 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 (NA1.85) C2 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Flow Diagram ADT COMMERCIAL 500625593 SP MAHI MAHI CRISTELLE CAY Page 3 Date 13.2 58.7 58.7 58.7 58.7 101 F 102 F 103 F 104 F M1 F M2 F RSP4.. SPT<-. SPB<-. TEST 26.6 58.7 58.7 58.7 13.4 105 F 102 T 1 26.6 161 106 F 103 16 107 F 103 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Fittings Used Summary ADT COMMERCIAL 500625593 SP MAHI MAHI CRISTELLE CAY Page 4 Date Fitting Legend Abbrev. Name '/ 9/ 1 11/ 111 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 Page 5 500625593 SP MAHI MAHI CRISTELLE CAY Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 62.0 40 1000.0 61.269 158.73 54.14 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 101 38.92 4.4 9.06 13.24 0.05 144 102 39.25 9.58 103 39.58 13.32 104 39.58 19.51 M 1 39.58 24.32 M2 39.58 27.57 RSR4 39.58 30.99 SPT 39.58 31.48 SPB -5.0 50.83 TEST 0.0 54.14 100.0 105 39.25 4.4 9.26 13.39 0.05 144 106 39.58 4.4 13.3 16.05 0.05 196 107 39.58 4.4 13.3 16.05 0.05 256 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen -Williams ADT COMMERCIAL Page 6 500625593 SP MAHI MAHI CRISTELLE CAY 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 101 38.92 4.40 13.24 1 3E 11.475 9.670 150 9.057 to 11.475 -0.143 102 39.25 13.24 1.101 21.145 0.0317 0.670 Vel = 4.46 102 39.25 13.39 1 3E 11.475 12.540 150 9.584 to T 9.563 21.037 -0.143 103 39.58 26.63 1.101 33.577 0.1156 3.882 Vel = 8.97 103 39.58 32.10 1.25 2T 19.046 15.290 150 13.323 to E 4.762 23.808 0.0 104 39.58 58.73 1.394 39.098 0.1582 6.184 Vel = 12.35 104 39.58 0.0 1.5 4E 23.312 35.870 150 19.507 to 23.312 0.0 M 1 39.58 58.73 1.598 59.182 0.0813 4.814 Vel = 9.39 M 1 39.58 0.0 1.5 40.000 150 24.321 to 0.0 M2 39.58 58.73 1.598 40.000 0.0813 3.253 Vel = 9.39 M2 39.58 0.0 2 7E 45.376 67.840 150 27.574 to T 12.965 58.341 0.0 RSR4 39.58 58.73 2.003 126.181 0.0271 3.416 Vel = 5.98 RSR4 39.58 0.0 2 2E 12.307 4.830 120 30.990 to 12.307 0.0 SPT 39.58 58.73 2.157 17.137 0.0285 0.489 Vel = 5.16 SPT 39.58 0.0 4 44.580 120 31.479 to 19.308 SPB -5 58.73 4.26 44.580 0.0010 0.046 Vel = 1.32 SPB -5 0.0 4 4E 63.728 100.000 150 50.833 to G 3.186 98.779 3.136 * * Fixed Loss = 5.302 TEST 0 58.73 4.07 T 31.864 198.779 0.0009 0.171 Vel = 1.45 Zaf 0.0 100.00 Qa = 100.00 TEST 158.73 54.140 K Factor = 21.57 105 39.25 4.40 13.39 1 T 9.563 0.330 150 9.264 to 9.562 0.0 102 39.25 13.39 1.101 9.892 0.0323 0.320 Vel = 4.51 0.0 102 13.39 9.584 K Factor = 4.33 106 39.58 4.40 16.05 1 0.500 150 13.300 to 0.0 103 39.58 16.05 1.101 0.500 0.0460 0.023 Vel = 5.41 0.0 103 16.05 13.323 K Factor = 4.40 107 39.58 4.40 16.05 1 0.500 150 13.300 to 0.0 103 39.58 16.05 1.101 0.500 0.0460 0.023 Vel = 5.41 0.0 103 16.05 13.323 K Factor = 4.40 Computer Programs by Hydratec Inc. Revision: 50.5520.727 C.o,m.m.erc�ial. Digitally signed by �( aJeffrey Collins STATE Of '� _Date•, 2021.10.12 sayA� G ' / 14:00:14-04'00' ADT COMMERCIAL 3150 SW 42ND AVE. PALM CITY, FL. 34990 772.232.2001 Job Name 500625593 SP MAHI MAHI CRISTELLE CAY Drawing MAHI MAHI Location PHG Remote Area 2 Contract 500625593 Data File 4TH FLR MAHI MAHI CRISTELLE CAY Area 2.WXF Computer Programs by Hydratec Inc. Revision: 50.5520.727 ADT COMMERCIAL Page 1 500625593 SP MAHI MAHI CRISTELLE CAY Date HYDRAULIC DESIGN INFORMATION SHEET Name - CRISTELLE CAY Date - 09.14.2021 Location - PHG Building - MAHI MAHI System No. - 2 Contractor - ADTC Contract No. - 500625593 Calculated By - JPC Drawing No. - FP5 Construction: ( ) Combustible (X) Non -Combustible Ceiling Height OCCUPANCY - 13R S Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( )l ( )2 (X)4 ( ) S ( ) Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 16 Gpm System Type Listed Pres. at Start Point - 13.3 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make RELIABLE Model R3531 I Elevation at Highest Outlet - 18'11"Feet Size 1/2 K-Factor 4.4 G Note: Temperature Rating 155 N Calculation Gpm Required 158.726 Psi Required 54.140 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 Page 2 500625593 SP MAHI MAHI CRISTELLE CAY Date City Water Supply: Demand: C1 - Static Pressure : 62 D1 - Elevation 16.999 C2 - Residual Pressure: 40 D2 - System Flow : 62.034 C2 - Residual Flow 1000 D2 - System Pressure 50.560 Hose ( Demand) :100 D3 - System Demand : 162.034 Safety Margin 10.681 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 C1 R 60 D2 E 50 40 30 20 D1 10 ..... i .... I .... I .... I ......... I., ... 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 MAHI MAHI CRISTELLE CAY Page 3 Date 14.9 29.9 62 62 62 201 F 202 F- 203 F 204 F M4 F M3 F RSR4- SPTF SPBF TEST T 144 62 62 62 1 14.? 29.9 15.1 1 205 F- 203 I I 16 1 206 <- 207 F 204 32.1 16 208 F 207 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Fittings Used Summary ADT COMMERCIAL 500625593 SP MAHI MAHI CRISTELLE CAY Page 4 Date Fitting Legend Abbrev. Name Y % 1 1% 1'/ 2 21/ 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: 50.6520.727 Flow Summary - NFPA ADT COMMERCIAL 500625593 SP MAHI MAHI CRISTELLE CAY Page 5 Date SUPPLYANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 62.0 40 1000.0 61.241 162.03 50.56 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 201 39.25 4.4 11.44 14.88 0.05 144 202 39.58 11.63 203 39.58 12.13 204 39.58 16.35 M4 39.58 21.58 M3 39.58 25.35 RSR4 39.58 27.6 SPT 39.58 28.14 SPB -5.0 47.5 TEST 0.0 50.56 100.0 205 39.25 4.4 11.71 15.06 0.05 144 206 39.25 4.4 13.3 16.05 0.05 196 207 39.25 13.32 208 39.25 4.4 13.3 16.05 0.05 256 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen -Williams ADT COMMERCIAL Page 6 500625593 SP MAHI MAHI CRISTELLE CAY 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 201 39.25 4.40 14.88 1 2E 7.65 0.830 150 11.443 to 7.650 -0.143 202 39.58 14.88 1.101 8.480 0.0394 0.334 Vel = 5.01 202 39.58 0.0 1 E 3.825 8.840 150 11.634 to 3.825 0.0 203 39.58 14.88 1.101 12.665 0.0394 0.499 Vel = 5.01 203 39.58 15.06 1 2E 7.65 12.200 150 12.133 to T 9.563 17.212 0.0 204 39.58 29.94 1.101 29.412 0.1435 4.222 Vel = 10.09 204 39.58 32.09 1.25 E 4.762 15.580 150 16.355 to T 9.523 14.284 0.0 M4 39.58 62.03 1.394 29.864 0.1751 5.228 Vel = 13.04 M4 39.58 0.0 1.25 E 4.762 7.210 150 21.583 to T 9.523 14.284 0.0 M3 39.58 62.03 1.394 21.494 0.1751 3.763 Vel = 13.04 M3 39.58 0.0 2 T 12.965 29.870 150 25.346 to 5E 32.412 45.377 0.0 RSR4 39.58 62.03 2.003 75.247 0.0300 2.254 Vel = 6.32 RSR4 39.58 0.0 2 2E 12.307 4.830 120 27.600 to 12.307 0.0 SPT 39.58 62.03 2.157 17.137 0.0316 0.541 Vel = 5.45 SPT 39.58 0.0 4 44.580 120 28.141 to 19.308 SPB -5 62.03 4.26 44.580 0.0011 0.051 Vel = 1.40 SPB -5 0.0 4 4E 63.728 100.000 150 47.500 to G 3.186 98.779 2.872 * * Fixed Loss = 5.037 TEST 0 62.03 4.07 T 31.864 198.779 0.0009 0.188 Vel = 1.53 Zaf 0.0 100.00 Qa = 100.00 TEST 162.03 50.560 K Factor = 22.79 205 39.25 4.40 15.06 1 E 3.825 0.660 150 11.711 to T 9.563 13.387 -0.143 203 39.58 15.06 1.101 14.047 0.0402 0.565 Vel = 5.08 0.0 203 15.06 12.133 K Factor = 4.32 206 39.25 4.40 16.05 1 0.500 150 13.300 to 0.0 207 39.25 16.05 1.101 0.500 0.0460 0.023 Vel = 5.41 207 39.25 16.04 1 2T 19.125 0.330 150 13.323 to 19.126 -0.143 204 39.58 32.09 1.101 19.456 0.1632 3.175 Vel = 10.81 0.0 204 32.09 16.355 K Factor = 7.93 208 39.25 4.40 16.05 1 0.500 150 13.300 to 0.0 207 39.25 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 MAHI MAHI CRISTELLE CAY 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 Computer Programs by Hydratec Inc. Revision: 50.5520.727 P: Cp ?Digitally s igned �,��EY - Collins p STATE OF r.�: Date.,2021.10.12 •S�DNALE`` 1 3:59:54-04'00' ADT COMMERCIAL 3150 SW 42ND AVE. PALM CITY, FL. 34990 772.232.2001 Job Name 500625593 SIP MAHI MAHI CRISTELLE CAY Drawing MAHI MAHI Location UNIT 3G Remote Area 4 Contract 500625593 Data File 3RD FLR MAHI MAHI CRISTELLE CAY Area 3.WXF Computer Programs by Hydratec Inc. Revision: 50.5520.727 ADT COMMERCIAL 500625593 SP MAHI MAHI CRISTELLE CAY Page 1 Date HYDRAULIC DESIGN INFORMATION SHEET Name - CRISTELLE CAY Date - 09.14.2021 Location - UNIT 3G Building - MAHI MAHI System No. - 4 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 163.386 Psi Required 56.279 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 MAHI MAHI CRISTELLE CAY Page 2 Date City Water Supply: Demand: C1 - Static Pressure : 62 D1 - Elevation 12.378 C2 - Residual Pressure: 40 D2 - System Flow : 63.386 C2 - Residual Flow 1000 D2 - System Pressure 56.279 Hose ( Demand) :100 D3 - System Demand : 163.386 Safety Margin 4.951 150 140 130 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 500625593 SP MAHI MAHI CRISTELLE CAY Page 3 Date 15.6 63.4 63.4 63.4 63.4 301 E-. 302 F 303 F 304 F 3M1 t- 3M2F 3M3F RSR+q- 3SPT- SPBF TEST 31.3 63.4 63.4 63.4 63.4 15.7 305 F-. 302 16 306 +- 307 <- 303 32.1 16 308 F 307 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Fittings Used Summary ADT COMMERCIAL 500625593 SP MAHI MAHI CRISTELLE CAY Page 4 Date Fitting Legend Abbrev. Name '/ % 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 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 MAHI MAHI CRISTELLE CAY Date SUPPLYANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 62.0 40 1000.0 61.229 163.39 56.279 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 301 28.58 4.4 12.5 15.56 0.05 144 302 28.92 13.26 303 28.92 16.35 304 28.92 21.74 3M1 28.92 27.28 3M2 28.92 31.58 3M3 28.92 35.68 RSR3 28.92 38.02 3SPT 28.92 38.59 SPB -5.0 53.32 TEST 0.0 56.28 100.0 305 28.58 4.4 12.79 15.74 0.05 144 306 28.58 4.4 13.3 16.05 0.05 256 307 28.58 13.32 308 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 MAHI MAHI CRISTELLE CAY 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 15.56 1 3E 11.475 9.670 150 12.501 to 11.475 -0.147 302 28.92 15.56 1.101 21.145 0.0427 0.903 Vel = 5.24 302 28.92 15.73 1 2E 7.65 12.210 150 13.257 to 7.650 0.0 303 28.92 31.29 1.101 19.860 0.1558 3.094 Vel = 10.54 303 28.92 32.10 1.25 E 4.762 15.290 150 16.351 to T 9.523 14.284 0.0 304 28.92 63.39 1.394 29.574 0.1822 5.387 Vel = 13.33 304 28.92 0.0 1.5 4E 23.312 35.870 150 21.738 to 23.312 0.0 3M1 28.92 63.39 1.598 59.182 0.0937 5.544 Vel = 10.14 3M1 28.92 0.0 1.5 E 5.828 40.000 150 27.282 to 5.828 0.0 3M2 28.92 63.39 1.598 45.828 0.0937 4.294 Vel = 10.14 3M2 28.92 0.0 1.5 E 5.828 37.970 150 31.576 to 5.828 0.0 3M3 28.92 63.39 1.598 43.798 0.0937 4.102 Vel = 10.14 3M3 28.92 0.0 2 T 12.965 29.870 150 35.678 to 5E 32.412 45.377 0.0 RSR3 28.92 63.39 2.003 75.247 0.0312 2.347 Vel = 6.45 RSR3 28.92 0.0 2 2E 12.307 4.830 120 38.025 to 12.307 0.0 3SPT 28.92 63.39 2.157 17.137 0.0329 0.563 Vel = 5.57 3SPT 28.92 0.0 4 33.920 120 38.588 to 14.691 SPB -5 63.39 4.26 33.920 0.0012 0.040 Vel = 1.43 SPB -5 0.0 4 4E 63.728 100.000 150 53.319 to G 3.186 98.779 2.764 * * Fixed Loss = 4.929 TEST 0 63.39 4.07 T 31.864 198.779 0.0010 0.196 Vel = 1.56 Zaf 0.0 100.00 Qa = 100.00 TEST 163.39 56.279 K Factor = 21.78 305 28.58 4.40 15.74 1 E 3.825 0.660 150 12.791 to T 9.563 13.387 -0.147 302 28.92 15.74 1.101 14.047 0.0436 0.613 Vel = 5.30 0.0 302 15.74 13.257 K Factor = 4.32 306 28.58 4.40 16.05 1 0.500 150 13.300 to 0.0 307 28.58 16.05 1.101 0.500 0.0460 0.023 Vel = 5.41 307 28.58 16.04 1 2T 19.125 0.330 150 13.323 to 19.126 -0.147 303 28.92 32.09 1.101 19.456 0.1632 3.175 Vel = 10.81 0.0 303 32.09 16.351 K Factor = 7.94 308 28.58 4.40 16.05 1 0.500 150 13.300 to 0.0 307 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 500625593 SP MAHI MAHI CRISTELLE CAY Page 7 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 0.0 307 16.05 13.323 K Factor = 4.40 Computer Programs by Hydratec Inc. Revision: 50.5520.727 C-ommerciali Digitally signed f �F�; `��CENSF�.litia by Jeffrey Collins _Date•,2021.10.12 `s q ••. store �r• ,;e � �/j SaNtE���lr 13:59:29-04'00' ADT COMMERCIAL 3150 SW 42ND AVE. PALM CITY, FL. 34990 772.232.2001 Job Name 500625593 SP MAHI MAHI CRISTELLE CAY Drawing FP2 Location MAHI MAHI Remote Area 5 Contract 500625593 Data File 1 ST FLR MAHI MAHI CRISTELLE CAY Area 5.WXF Computer Programs by Hydratec Inc. Revision: 50.5520.727 ADT COMMERCIAL 500625593 SP MAHI MAHI CRISTELLE CAY Page 1 Date 09.14.2021 HYDRAULIC CALCULATIONS for JOB NAME SP MAHI MAHI CRISTELLE CAY Location MAHI MAHI Drawing # FP2 Contract # 500625593 Date 09.14.2021 DESIGN Remote area # 5 Remote area location SOUTH SIDE Occupancy classification ORD HAZ GR I Density 0.15 - Gpm/SgFt Area of application 1000 - SgFt Coverage/sprinkler 128 - 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) 421.097 - GPM @ 49.2094 -Psi Type of system AUTOMATIC WET Volume of system (dry or pre -action) NA - Gal WATER SUPPLY/NFORMATION 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 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Water Supply Curve ADT COMMERCIAL 500625593 SP MAHI MAHI CRISTELLE CAY Page 2 Date 09.14.2021 City Water Supply: Demand: C1 - Static Pressure : 62 D1 - Elevation 3.681 C2 - Residual Pressure: 40 D2 - System Flow : 171.097 C2 - Residual Flow 1000 D2 - System Pressure : 49.209 Hose ( Demand) : 250 D3 - System Demand : 421.097 Safety Margin 8.349 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 C1 R 60 E 50 D2 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 500625593 SP MAHI MAHI CRISTELLE CAY 19.2 114.5 171.1 171.1 171.1 501 F 502 F 503 F 504 F 1M1F 1M2E- TORS-- BOP(-- 505 F TEST T 38.6 1 1711.1 171.1 171.1 1 38.6 1 56.¢ 171.1 191 1 1 506 E- 503 1 1 I I I I 18.1 37 1 507 F 508 F 509 F 510 F 504 18.1 56.6 18.8 511 F- 512 f. 603 1 56.V 1 38.11 56.9 19 . y 513 <- 514 < . 512 38.1 Page 3 Date 09.14.2021 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Fittings Used Summary ADT COMMERCIAL 500625593 SP MAHI MAHI CRISTELLE CAY Page 4 Date 09.14.2021 Fitting Legend Abbrev. Name '/ '/ 1 1% 11/ 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 MAHI MAHI CRISTELLE CAY SUPPLYANALYSIS Page 5 Date 09.14.2021 Node at Source Static Pressure Residual Pressure Flow Available Pressure Total Demand Required Pressure TEST 62.0 40 1000.0 57.559 421.1 49.209 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 501 8.5 5.6 11.76 19.2 0.15 128 502 8.5 5.6 11.99 19.39 0.15 112 503 8.5 12.94 504 8.5 14.11 1M1 8.5 16.18 1 M2 8.5 36.77 TOR 8.5 39.38 BOR 1.33 45.35 505 -5.0 48.14 TEST 0.0 49.21 250.0 506 8.5 5.6 11.55 19.03 0.15 112 507 8.5 5.6 10.45 18.1 0.15 118 508 8.5 11.18 509 8.5 5.6 11.4 18.91 0.15 112 510 8.5 5.6 12.2 19.56 0.15 112 511 8.5 5.6 11.26 18.79 0.15 117 512 8.5 12.61 513 8.5 5.6 11.46 18.96 0.15 117 514 8.5 5.6 11.69 19.15 0.15 117 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen -Williams ADT COMMERCIAL Page 6 500625593 SP MAHI MAHI CRISTELLE CAY Date 09.14.2021 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 501 8.5 5.60 19.20 1.25 9.330 120 11.755 to 0.0 502 8.5 19.2 1.442 9.330 0.0256 0.239 Vel = 3.77 502 8.5 5.60 19.39 1.25 T 7.432 2.670 120 11.994 to 7.432 0.0 503 8.5 38.59 1.442 10.102 0.0932 0.942 Vel = 7.58 503 8.5 75.93 2 12.000 120 12.936 to 0.0 504 8.5 114.52 2.157 12.000 0.0981 1.177 Vel = 10.05 504 8.5 56.58 2 10.040 120 14.113 to 0.0 1M1 8.5 171.1 2.157 10.040 0.2063 2.071 Vel = 15.02 1M1 8.5 0.0 2 T 12.307 87.540 120 16.184 to 12.307 0.0 1 M2 8.5 171.1 2.157 99.847 0.2062 20.589 Vel = 15.02 1 M2 8.5 0.0 2.5 E 8.237 25.340 120 36.773 to 8.237 0.0 TOR 8.5 171.1 2.635 33.577 0.0778 2.612 Vel = 10.07 TOR 8.5 0.0 2.5 2E 16.474 20.340 120 39.385 to 16.474 3.105 BOR 1.33 171.1 2.635 36.814 0.0778 2.864 Vel = 10.07 BOR 1.33 0.0 4 6.330 120 45.354 to 2.742 505 -5 171.1 4.26 6.330 0.0074 0.047 Vel = 3.85 505 -5 0.0 4 4E 63.728 100.000 150 48.143 to G 3.186 98.779 -0.166 * * Fixed Loss = 2 TEST 0 171.1 4.07 T 31.864 198.779 0.0062 1.232 Vel = 4.22 Zaf 0.0 250.00 Qa = 250.00 TEST 421.10 49.209 K Factor = 60.03 506 8.5 5.60 19.03 1 T 5.0 6.670 120 11.550 to 5.000 0.0 503 8.5 19.03 1.049 11.670 0.1188 1.386 Vel = 7.06 0.0 503 19.03 12.936 K Factor = 5.29 507 8.5 5.60 18.10 1 T 5.0 1.750 120 10.452 to 5.000 0.0 508 8.5 18.1 1.049 6.750 0.1083 0.731 Vel = 6.72 508 8.5 0.0 1.25 9.330 120 11.183 to 0.0 509 8.5 18.1 1.442 9.330 0.0230 0.215 Vel = 3.56 509 8.5 5.60 18.91 1.25 9.330 120 11.398 to 0.0 510 8.5 37.01 1.442 9.330 0.0863 0.805 Vel = 7.27 510 8.5 5.60 19.56 1.25 T 7.432 2.670 120 12.203 to 7.432 0.0 504 8.5 56.57 1.442 10.102 0.1891 1.910 Vel = 11.11 0.0 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen -Williams ADT COMMERCIAL Page 7 500625593 SP MAHI MAHI CRISTELLE CAY Date 09.14.2021 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 504 56.57 14.113 K Factor = 15.06 511 8.5 5.60 18.79 1 T 5.0 6.670 120 11.260 to 5.000 0.0 512 8.5 18.79 1.049 11.670 0.1159 1.353 Vel = 6.98 512 8.5 38.11 2 12.000 120 12.613 to 0.0 503 8.5 56.9 2.157 12.000 0.0269 0.323 Vel = 5.00 0.0 503 56.90 12.936 K Factor = 15.82 513 8.5 5.60 18.96 1.25 9.330 120 11.460 to 0.0 514 8.5 18.96 1.442 9.330 0.0250 0.233 Vel = 3.72 514 8.5 5.60 19.15 1.25 T 7.432 2.670 120 1.1.693 to 7.432 0.0 512 8.5 38.11 1.442 10.102 0.0911 0.920 Vel = 7.49 0.0 512 38.11 12.613 K Factor = 10.73 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Com, i. ierc�ial�' ADT COMMERCIAL 3150 SW 42ND AVE. PALM CITY, FL. 34990 772.232.2001 Job Name 500625593 SP MAHI MAHI CRISTELLE GAY Drawing MAHI MAHI Location UNIT 2G Remote Area ,: 4 Contract 500625593 Data File 2ND FLR MAHI MAHI CRISTELLE CAY Area 4.WXF Computer Programs by Hydratec Inc. Revision: 50.5520.727 ADT COMMERCIAL Page 1 500625593 SP MAHI MAHI CRISTELLE CAY Date 09.14.2021 HYDRAULIC DESIGN INFORMATION SHEET Name - CRISTELLE CAY Date - 09.14.2021 Location - UNIT 2G Building - MAHI MAHI System No. - 4 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: ( )l ( )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 163.386 Psi Required 57.221 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 MAHI MAHI CRISTELLE CAY Page 2 Date 09.14.2021 City Water Supply: Demand: C1 - Static Pressure : 62 D1 - Elevation 8.047 C2 - Residual Pressure: 40 D2 - System Flow : 63.386 C2 - Residual Flow 1000 D2 - System Pressure 57.221 Hose ( Demand) :100 D3 - System Demand : 163.386 Safety Margin 4.008 150 140 130 P 120 R 110 E 100 S 90 S 80 u 70 C1 R 60 E 50 3 40 30 20 10 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 MAHI MAHI CRISTELLE CAY Page 3 Date 09.14.2021 15.6 63.4 63.4 63.4 63.4 63.4 401 F 402 F 403 F 404 F 2M1+- 2M24- 405 F 2M3F RSR,?- SP2F SPB<-- TEST 31.3 63.4 63.4 63.4 63.4 15.7 406 <-. 402 16 407<- 408 F 403 32.1 16 409 +- 408 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Fittings Used Summary ADT COMMERCIAL Page 4 500625593 SP MAHI MAHI CRISTELLE CAY Date 09.14.2021 Fitting Legend Abbrev. Name '/2 % 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 300OSS 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 MAHI MAHI CRISTELLE CAY Date 09.14.2021 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 62.0 40 1000.0 61.229 163.39 57.221 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 401 18.58 4.4 12.5 15.56 0.05 144 402 18.92 13.26 403 18.92 16.35 404 18.92 21.74 2M1 18.92 27.28 2102 18.92 31.03 ' 405 18.92 35.09 2103 18.92 35.68 RSR2 18.92 42.58 SP2 18.92 43.87 SPB -5.0 54.26 TEST 0.0 57.22 100.0 406 18.58 4.4 12.79 15.74 0.05 144 407 18.58 4.4 13.3 16.05 0.05 256 408 18.58 13.32 409 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 MAHI MAHI CRISTELLE CAY Date 09.14.2021 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 401 18.58 4.40 15.56 1 3E 11.475 9.670 150 12.501 to 11.475 -0.147 402 18.92 15.56 1.101 21.145 0.0427 0.903 Vel = 5.24 402 18.92 15.73 1 2E 7.65 12.210 150 13.257 to 7.650 0.0 403 18.92 31.29 1.101 19.860 0.1558 3.094 Vel = 10.54 403 18.92 32.10 1.25 E 4.762 15.290 150 16.351 to T 9.523 14.284 0.0 404 18.92 63.39 1.394 29.574 0.1822 5.387 Vel = 13.33 404 18.92 0.0 1.5 4E 23.312 35.870 150 21.738 to 23.312 0.0 2M1 18.92 63.39 1.598 59.182 0.0937 5.544 Vel = 10.14 2M1 18.92 0.0 1.5 40.000 150 27.282 to 0.0 2M2 18.92 63.39 1.598 40.000 0.0937 3.748 Vel = 10.14 2M2 18.92 0.0 1.5 2E 11.656 31.720 150 31.030 to 11.656 0.0 405 18.92 63.39 1.598 43.376 0.0937 4.063 Vel = 10.14 405 18.92 0.0 1.5 6.250 150 35.093 to 0.0 2M3 18.92 63.39 1.598 6.250 0.0936 0.585 Vel = 10.14 2M3 18.92 0.0 1.5 T 11.656 32.870 150 35.678 to 5E 29.14 40.796 0.0 RSR2 18.92 63.39 1.598 73.666 0.0937 6.901 Vel = 10.14 RSR2 18.92 0.0 1.5 2E 9.9 1.830 120 42.579 to 9.900 0.0 SP2 18.92 63.39 1.682 11.730 0.1103 1.294 Vel = 9.15 SP2 18.92 0.0 4 23.920 120 43.873 to 10.360 SPB -5 63.39 4.26 23.920 0.0012 0.029 Vel = 1.43 SPB -5 0.0 4 4E 63.728 100.000 150 54.262 to G 3.186 98.779 2.764 * * Fixed Loss = 4.929 TEST 0 63.39 4.07 T 31.864 198.779 0.0010 0.195 Vel = 1.56 Zaf 0.0 100.00 Qa = 100.00 TEST 163.39 57.221 K Factor = 21.60 406 18.58 4.40 15.74 1 E 3.825 0.660 150 12.791 to T 9.563 13.387 -0.147 402 18.92 15.74 1.101 14.047 0.0436 0.613 Vel = 5.30 0.0 402 15.74 13.257 K Factor = 4.32 407 18.58 4.40 16.05 1 0.500 150 13.300 to 0.0 408 18.58 16.05 1.101 0.500 0.0460 0.023 Vel = 5.41 408 18.58 16.04 1 2T 19.125 0.330 150 13.323 to 19.126 -0.147 403 18.92 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 MAHI MAHI CRISTELLE CAY Date 09.14.2021 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 403 32.09 16.351 K Factor = 7.94 409 18.58 4.40 16.05 1 0.500 150 13.300 to 0.0 408 18.58 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