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WestgateHardwoods_FP_4-1-2020 Area 3.pdf Document
Foothill Fire Protection Inc. 170 Erma Ct. Chico, CA 95928 530-826-3013 Job Name : WestgateHardwoods_FP_4-22-19 Drawing : FP-2 Location : 9296 Midway Remote Area : 2 Contract : Data
File : WestgateHardwoods_FP_4-1-2020 Area 3.WXF Computer Programs by Hydratec Inc. Revision: 50.54.2 Foothill Fire Protection Inc. Page 1 WestgateHardwoods_FP_4-22-19 Date HYDRAULIC
CALCULATIONS for Project name: Westgate Hardwoods Location: 9296 Midway Drawing no: FP-2 Date: 4-23-18 Design Remote area number: 2 Remote area location: Office / Showroom Occupancy
classification: Ordinary II Density: .20 - Gpm/SqFt Area of application: 1500 - SqFt Coverage per sprinkler: 116 - SqFt Type of sprinklers calculated: 200° 8.0k SSU No. of sprinklers
calculated: 14 In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 552 - GPM @ 40 - Psi Type of system: Wet Volume of dry or preaction system:
N/A - Gal Water supply information Date: 4-22-19 Location: Hydrant at main entrance Source: FFP Name of contractor: Foothill Fire Protection Address: 170 Erma Ct., Chico, CA 95928
Phone number: 530-826-3013 Name of designer: AA Authority having jurisdiction: Butte County Notes: (Include peaking information or gridded systems here.) Computer Programs
by Hydratec Inc. Revision: 50.54.2 Foothill Fire Protection Inc.Page2 WestgateHardwoods_FP_4-22-19Date 10 20 30 40 E50 R60 U70 S80 S90 E100 R110 P120 130 140 150 100200300400500600700800900
FLOW ( N ^ 1.85 ) City Water Supply:Demand: C1 C2 C1 - Static Pressure:62 C2 - Residual Pressure:25 C2 - Residual Flow:860 D1 - Elevation: 5.773 D2 - System Flow:137.663 D2 - System
Pressure: 48.121 Hose ( Demand ):100 D3 - System Demand:237.663 Safety Margin: 10.452 D1 D2 D3 Water Supply Curve C Computer Programs by Hydratec Inc. Revision: 50.54.2 Foothill
Fire Protection Inc.Page3 WestgateHardwoods_FP_4-22-19Date Fitting Legend Abbrev.Name½¾11¼1½22½33½456810121416182024 BNFPA 13 Butterfly Valve00000671001291012192100000 ENFPA 13 90'
Standard Elbow1223456781012141822273540455061 FspFlow Switch Potter VSRFitting generates a Fixed Loss Based on Flow GNFPA 13 Gate Valve00000111122345678101113 SNFPA 13 Swing Check0057911141619222732
455565 TNFPA 13 90' Flow thru Tee3456810121517202530355060718191101121 ZimWilkins 375ADAFitting generates a Fixed Loss Based on Flow Units Summary Diameter UnitsInches
Length UnitsFeet Flow UnitsUS Gallons per Minute Pressure UnitsPounds 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. Fittings Used Summary Computer Programs by Hydratec Inc. Revision: 50.54.2 Foothill Fire Protection Inc.
Page 4 WestgateHardwoods_FP_4-22-19 Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 62.0 25 860.0
58.573 237.66 48.121 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 202 23.0 16.16 203 23.0 17.37 212 23.0 18.1 213 20.0 20.8 214 20.0
20.81 215 20.0 20.82 216 20.0 20.84 217 20.0 20.86 218 20.0 20.88 219 20.0 20.9 220 20.0 20.94 221 20.0 20.97 222 20.0 21.01 TOR 20.0 21.09 BOR -4.0 34.82 UG1 -4.0 34.99 TEST -4.0 48.12
100.0 A 23.0 14.94 200 23.0 16.55 223 23.0 17.52 224 20.0 20.66 225 20.0 20.68 226 20.0 20.69 227 20.0 20.7 228 20.0 20.71 229 20.0 20.71 230 20.0 20.72 231 20.0 20.72 232 20.0 20.72
233 20.0 20.72 234 23.0 19.47 235 23.0 19.66 236 23.0 19.4 204 23.0 19.41 205 23.0 19.43 206 23.0 19.45 207 23.0 19.47 237 23.0 19.48 238 23.0 19.41 208 23.0 19.43 209 23.0 19.45 210
23.0 19.47 Flow Summary - NFPA Computer Programs by Hydratec Inc. Revision: 50.54.2 Foothill Fire Protection Inc. Page 5 WestgateHardwoods_FP_4-22-19 Date NODE ANALYSIS (cont.)
Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 211 23.0 19.49 239 23.0 19.5 240 23.0 19.42 241 23.0 19.51 242 23.0 19.43 243 23.0 19.53 244 23.0 19.44 245
23.0 19.55 246 23.0 19.45 247 23.0 19.57 248 23.0 19.46 249 23.0 19.6 250 23.0 19.47 251 23.0 19.63 300 9.33 8 7.99 22.61 301 10.33 7.96 302 10.33 8.37 303 9.33 10.7 304 9.33 10.94
305 9.33 11.57 C 9.33 14.32 B 23.0 10.95 306 9.33 8 7.91 22.5 307 9.33 8 8.17 22.86 308 10.33 8.15 309 10.33 8.57 310 9.33 8 8.09 22.75 311 9.33 8 8.65 23.53 312 10.33 8.66 313 10.33
9.1 314 9.33 8 8.57 23.41 Flow Summary - NFPA Computer Programs by Hydratec Inc. Revision: 50.54.2 Foothill Fire Protection Inc. Page 6 WestgateHardwoods_FP_4-22-19 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 202 23 63.61 1.5 0.0 12.500 120 16.156 to 0.0 0.0 0.0 203
23 63.61 1.728 0.0 12.500 0.0973 1.216 Vel = 8.70 203 23 0.0 1.5 E 5.645 1.880 120 17.372 to 0.0 5.645 0.0 212 23 63.61 1.728 0.0 7.525 0.0974 0.733 Vel = 8.70 212 23 0.0
1.5 T 11.29 3.000 120 18.105 to 0.0 11.290 1.299 213 20 63.61 1.728 0.0 14.290 0.0974 1.392 Vel = 8.70 213 20 0.0 4 0.0 10.000 120 20.796 to 0.0 0.0 0.0 214 20 63.61 4.31 0.0
10.000 0.0011 0.011 Vel = 1.40 214 20 6.90 4 0.0 10.000 120 20.807 to 0.0 0.0 0.0 215 20 70.51 4.31 0.0 10.000 0.0014 0.014 Vel = 1.55 215 20 6.94 4 0.0 10.000 120 20.821
to 0.0 0.0 0.0 216 20 77.45 4.31 0.0 10.000 0.0016 0.016 Vel = 1.70 216 20 7.11 4 0.0 10.000 120 20.837 to 0.0 0.0 0.0 217 20 84.56 4.31 0.0 10.000 0.0019 0.019 Vel = 1.86
217 20 7.41 4 0.0 10.000 120 20.856 to 0.0 0.0 0.0 218 20 91.97 4.31 0.0 10.000 0.0023 0.023 Vel = 2.02 218 20 7.85 4 0.0 10.000 120 20.879 to 0.0 0.0 0.0 219 20 99.82 4.31
0.0 10.000 0.0026 0.026 Vel = 2.20 219 20 8.39 4 0.0 10.000 120 20.905 to 0.0 0.0 0.0 220 20 108.21 4.31 0.0 10.000 0.0030 0.030 Vel = 2.38 220 20 9.04 4 0.0 10.000
120 20.935 to 0.0 0.0 0.0 221 20 117.25 4.31 0.0 10.000 0.0035 0.035 Vel = 2.58 221 20 9.79 4 0.0 10.000 120 20.970 to 0.0 0.0 0.0 222 20 127.04 4.31 0.0 10.000 0.0041 0.041
Vel = 2.79 222 20 10.62 4 0.0 16.000 120 21.011 to 0.0 0.0 0.0 TOR 20 137.66 4.31 0.0 16.000 0.0048 0.076 Vel = 3.03 TOR 20 0.0 4 B 16.724 24.000 120 21.087 to S 30.661 47.385
13.394 * * Fixed Loss = 3 BOR -4 137.66 4.31 Fsp 0.0 71.385 0.0047 0.339 Vel = 3.03 BOR -4 0.0 6 T 46.249 253.750 150 34.820 to 0.0 46.249 0.0 UG1 -4 137.66 6.09 0.0 299.999 0.0006
0.174 Vel = 1.52 UG1 -4 0.0 6 4E 86.332 101.000 150 34.994 to G 4.625 90.957 13.015 * * Fixed Loss = 13.015 TEST -4 137.66 6.09 Zim 0.0 191.957 0.0006 0.112 Vel = 1.52 Final
Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.54.2 Foothill Fire Protection Inc. Page 7 WestgateHardwoods_FP_4-22-19 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 100.00 Qa = 100.00 TEST 237.66 48.121 K Factor = 34.26 202 23 -63.61 1.5 0.0
12.500 120 16.156 to 0.0 0.0 0.0 A 23 -63.61 1.728 0.0 12.500 -0.0974 -1.217 Vel = 8.70 A 23 137.66 1.5 0.0 12.500 120 14.939 to 0.0 0.0 0.0 200 23 74.05 1.728 0.0 12.500 0.1290
1.612 Vel = 10.13 200 23 0.0 1.5 E 5.645 1.870 120 16.551 to 0.0 5.645 0.0 223 23 74.05 1.728 0.0 7.515 0.1289 0.969 Vel = 10.13 223 23 0.0 1.5 T 11.29 3.000 120 17.520
to 0.0 11.290 1.299 224 20 74.05 1.728 0.0 14.290 0.1290 1.843 Vel = 10.13 224 20 0.0 4 0.0 10.000 120 20.662 to 0.0 0.0 0.0 225 20 74.05 4.31 0.0 10.000 0.0015 0.015 Vel =
1.63 225 20 -6.90 4 0.0 10.000 120 20.677 to 0.0 0.0 0.0 226 20 67.15 4.31 0.0 10.000 0.0013 0.013 Vel = 1.48 226 20 -6.94 4 0.0 10.000 120 20.690 to 0.0 0.0 0.0 227 20
60.21 4.31 0.0 10.000 0.0010 0.010 Vel = 1.32 227 20 -7.10 4 0.0 10.000 120 20.700 to 0.0 0.0 0.0 228 20 53.11 4.31 0.0 10.000 0.0008 0.008 Vel = 1.17 228 20 -7.42 4 0.0
10.000 120 20.708 to 0.0 0.0 0.0 229 20 45.69 4.31 0.0 10.000 0.0006 0.006 Vel = 1.00 229 20 -7.84 4 0.0 10.000 120 20.714 to 0.0 0.0 0.0 230 20 37.85 4.31 0.0 10.000 0.0004
0.004 Vel = 0.83 230 20 -8.40 4 0.0 10.000 120 20.718 to 0.0 0.0 0.0 231 20 29.45 4.31 0.0 10.000 0.0003 0.003 Vel = 0.65 231 20 -9.04 4 0.0 10.000 120 20.721 to 0.0 0.0
0.0 232 20 20.41 4.31 0.0 10.000 0.0002 0.002 Vel = 0.45 232 20 -9.79 4 0.0 10.000 120 20.723 to 0.0 0.0 0.0 233 20 10.62 4.31 0.0 10.000 0 0.0 Vel = 0.23 233 20 0.0 1.5 T
11.29 3.000 120 20.723 to 0.0 11.290 -1.299 234 23 10.62 1.728 0.0 14.290 0.0035 0.050 Vel = 1.45 234 23 0.0 1.5 2E 11.29 41.250 120 19.474 to 0.0 11.290 0.0 235 23 10.62 1.728
0.0 52.540 0.0036 0.187 Vel = 1.45 235 23 0.0 1.5 T 11.29 3.000 120 19.661 to 0.0 11.290 1.299 222 20 10.62 1.728 0.0 14.290 0.0036 0.051 Vel = 1.45 Final Calculations :
Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.54.2 Foothill Fire Protection Inc. Page 8 WestgateHardwoods_FP_4-22-19 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 0.0 222 10.62 21.011 K Factor = 2.32 225 20 6.90 1.5 T 11.29 3.000 120 20.677 to 0.0
11.290 -1.299 236 23 6.9 1.728 0.0 14.290 0.0016 0.023 Vel = 0.94 236 23 0.0 1.5 E 5.645 1.870 120 19.401 to 0.0 5.645 0.0 204 23 6.9 1.728 0.0 7.515 0.0016 0.012 Vel =
0.94 204 23 0.0 1.5 0.0 12.500 120 19.413 to 0.0 0.0 0.0 205 23 6.9 1.728 0.0 12.500 0.0016 0.020 Vel = 0.94 205 23 0.0 1.5 0.0 12.500 120 19.433 to 0.0 0.0 0.0 206 23 6.9 1.728
0.0 12.500 0.0016 0.020 Vel = 0.94 206 23 0.0 1.5 0.0 12.500 120 19.453 to 0.0 0.0 0.0 207 23 6.9 1.728 0.0 12.500 0.0016 0.020 Vel = 0.94 207 23 0.0 1.5 E 5.645 1.880 120
19.473 to 0.0 5.645 0.0 237 23 6.9 1.728 0.0 7.525 0.0016 0.012 Vel = 0.94 237 23 0.0 1.5 T 11.29 3.000 120 19.485 to 0.0 11.290 1.299 214 20 6.9 1.728 0.0 14.290 0.0016
0.023 Vel = 0.94 0.0 214 6.90 20.807 K Factor = 1.51 226 20 6.94 1.5 T 11.29 3.000 120 20.690 to 0.0 11.290 -1.299 238 23 6.94 1.728 0.0 14.290 0.0015 0.022 Vel =
0.95 238 23 0.0 1.5 E 5.645 1.870 120 19.413 to 0.0 5.645 0.0 208 23 6.94 1.728 0.0 7.515 0.0017 0.013 Vel = 0.95 208 23 0.0 1.5 0.0 12.500 120 19.426 to 0.0 0.0 0.0 209 23
6.94 1.728 0.0 12.500 0.0016 0.020 Vel = 0.95 209 23 0.0 1.5 0.0 12.500 120 19.446 to 0.0 0.0 0.0 210 23 6.94 1.728 0.0 12.500 0.0016 0.020 Vel = 0.95 210 23 0.0 1.5 0.0 12.500
120 19.466 to 0.0 0.0 0.0 211 23 6.94 1.728 0.0 12.500 0.0016 0.020 Vel = 0.95 211 23 0.0 1.5 E 5.645 1.880 120 19.486 to 0.0 5.645 0.0 239 23 6.94 1.728 0.0 7.525 0.0016
0.012 Vel = 0.95 239 23 0.0 1.5 T 11.29 3.000 120 19.498 to 0.0 11.290 1.299 215 20 6.94 1.728 0.0 14.290 0.0017 0.024 Vel = 0.95 0.0 215 6.94 20.821 K Factor = 1.52
Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.54.2 Foothill Fire Protection Inc. Page 9 WestgateHardwoods_FP_4-22-19 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 227 20 7.11 1.5 T 11.29 3.000 120 20.700 to 0.0 11.290 -1.299 240
23 7.11 1.728 0.0 14.290 0.0017 0.024 Vel = 0.97 240 23 0.0 1.5 2E 11.29 41.250 120 19.425 to 0.0 11.290 0.0 241 23 7.11 1.728 0.0 52.540 0.0017 0.089 Vel = 0.97 241 23 0.0
1.5 T 11.29 3.000 120 19.514 to 0.0 11.290 1.299 216 20 7.11 1.728 0.0 14.290 0.0017 0.024 Vel = 0.97 0.0 216 7.11 20.837 K Factor = 1.56 228 20 7.41 1.5 T 11.29 3.000
120 20.708 to 0.0 11.290 -1.299 242 23 7.41 1.728 0.0 14.290 0.0018 0.026 Vel = 1.01 242 23 0.0 1.5 2E 11.29 41.250 120 19.435 to 0.0 11.290 0.0 243 23 7.41 1.728 0.0 52.540
0.0018 0.096 Vel = 1.01 243 23 0.0 1.5 T 11.29 3.000 120 19.531 to 0.0 11.290 1.299 217 20 7.41 1.728 0.0 14.290 0.0018 0.026 Vel = 1.01 0.0 217 7.41 20.856 K Factor =
1.62 229 20 7.85 1.5 T 11.29 3.000 120 20.714 to 0.0 11.290 -1.299 244 23 7.85 1.728 0.0 14.290 0.0020 0.029 Vel = 1.07 244 23 0.0 1.5 2E 11.29 41.250 120 19.444 to 0.0
11.290 0.0 245 23 7.85 1.728 0.0 52.540 0.0020 0.106 Vel = 1.07 245 23 0.0 1.5 T 11.29 3.000 120 19.550 to 0.0 11.290 1.299 218 20 7.85 1.728 0.0 14.290 0.0021 0.030 Vel
= 1.07 0.0 218 7.85 20.879 K Factor = 1.72 230 20 8.39 1.5 T 11.29 3.000 120 20.718 to 0.0 11.290 -1.299 246 23 8.39 1.728 0.0 14.290 0.0023 0.033 Vel = 1.15 246 23
0.0 1.5 2E 11.29 41.250 120 19.452 to 0.0 11.290 0.0 247 23 8.39 1.728 0.0 52.540 0.0023 0.121 Vel = 1.15 247 23 0.0 1.5 T 11.29 3.000 120 19.573 to 0.0 11.290 1.299 219 20
8.39 1.728 0.0 14.290 0.0023 0.033 Vel = 1.15 0.0 219 8.39 20.905 K Factor = 1.84 231 20 9.04 1.5 T 11.29 3.000 120 20.721 to 0.0 11.290 -1.299 248 23 9.04 1.728 0.0
14.290 0.0027 0.038 Vel = 1.24 248 23 0.0 1.5 2E 11.29 41.250 120 19.460 to 0.0 11.290 0.0 249 23 9.04 1.728 0.0 52.540 0.0026 0.138 Vel = 1.24 Final Calculations : Hazen-Williams
Computer Programs by Hydratec Inc. Revision: 50.54.2 Foothill Fire Protection Inc. Page 10 WestgateHardwoods_FP_4-22-19 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 249 23 0.0 1.5 T 11.29 3.000 120 19.598 to 0.0 11.290 1.299 220 20 9.04 1.728 0.0 14.290 0.0027 0.038
Vel = 1.24 0.0 220 9.04 20.935 K Factor = 1.98 232 20 9.79 1.5 T 11.29 3.000 120 20.723 to 0.0 11.290 -1.299 250 23 9.79 1.728 0.0 14.290 0.0030 0.043 Vel = 1.34 250
23 0.0 1.5 2E 11.29 41.250 120 19.467 to 0.0 11.290 0.0 251 23 9.79 1.728 0.0 52.540 0.0030 0.160 Vel = 1.34 251 23 0.0 1.5 T 11.29 3.000 120 19.627 to 0.0 11.290 1.299 221
20 9.79 1.728 0.0 14.290 0.0031 0.044 Vel = 1.34 0.0 221 9.79 20.970 K Factor = 2.14 300 9.33 8.00 22.61 1 E 3.825 1.000 150 7.986 to 0.0 3.825 -0.433 301 10.33 22.61
1.101 0.0 4.825 0.0854 0.412 Vel = 7.62 301 10.33 0.0 1.25 0.0 15.000 150 7.965 to 0.0 0.0 0.0 302 10.33 22.61 1.394 0.0 15.000 0.0271 0.406 Vel = 4.75 302 10.33 22.50
1.25 E 4.762 5.280 150 8.371 to T 9.523 14.284 0.433 303 9.33 45.11 1.394 0.0 19.564 0.0971 1.899 Vel = 9.48 303 9.33 0.0 2 0.0 15.000 120 10.703 to 0.0 0.0 0.0 304 9.33 45.11
2.203 0.0 15.000 0.0158 0.237 Vel = 3.80 304 9.33 45.61 2 0.0 11.000 120 10.940 to 0.0 0.0 0.0 305 9.33 90.72 2.203 0.0 11.000 0.0575 0.633 Vel = 7.64 305 9.33 46.94 2
E 6.819 15.250 120 11.573 to 0.0 6.819 0.0 C 9.33 137.66 2.203 0.0 22.069 0.1245 2.747 Vel = 11.59 C 9.33 0.0 2 E 6.819 13.670 120 14.320 to 0.0 6.819 -5.920 B 23 137.66 2.203
0.0 20.489 0.1244 2.549 Vel = 11.59 B 23 0.0 1.5 E 5.645 4.180 120 10.949 to 0.0 5.645 0.0 A 23 137.66 1.728 0.0 9.825 0.4061 3.990 Vel = 18.83 0.0 A 137.66 14.939 K Factor
= 35.62 306 9.33 8.00 22.50 1 T 9.563 1.000 150 7.910 to 0.0 9.562 -0.433 302 10.33 22.5 1.101 0.0 10.562 0.0846 0.894 Vel = 7.58 0.0 302 22.50 8.371 K Factor = 7.78
307 9.33 8.00 22.86 1 E 3.825 1.000 150 8.166 to 0.0 3.825 -0.433 308 10.33 22.86 1.101 0.0 4.825 0.0873 0.421 Vel = 7.70 Final Calculations : Hazen-Williams Computer Programs
by Hydratec Inc. Revision: 50.54.2 Foothill Fire Protection Inc. Page 11 WestgateHardwoods_FP_4-22-19 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 308 10.33 0.0 1.25 0.0 15.000 150 8.154 to 0.0 0.0 0.0 309 10.33 22.86 1.394 0.0 15.000 0.0276 0.414 Vel = 4.81 309 10.33
22.75 1.25 E 4.762 5.280 150 8.568 to T 9.523 14.284 0.433 304 9.33 45.61 1.394 0.0 19.564 0.0991 1.939 Vel = 9.59 0.0 304 45.61 10.940 K Factor = 13.79 310 9.33 8.00
22.75 1 T 9.563 1.000 150 8.089 to 0.0 9.562 -0.433 309 10.33 22.75 1.101 0.0 10.562 0.0863 0.912 Vel = 7.67 0.0 309 22.75 8.568 K Factor = 7.77 311 9.33 8.00 23.53
1 E 3.825 1.000 150 8.648 to 0.0 3.825 -0.433 312 10.33 23.53 1.101 0.0 4.825 0.0918 0.443 Vel = 7.93 312 10.33 0.0 1.25 0.0 15.000 150 8.658 to 0.0 0.0 0.0 313 10.33 23.53
1.394 0.0 15.000 0.0291 0.437 Vel = 4.95 313 10.33 23.41 1.25 E 4.762 5.280 150 9.095 to T 9.523 14.284 0.433 305 9.33 46.94 1.394 0.0 19.564 0.1045 2.045 Vel = 9.87
0.0 305 46.94 11.573 K Factor = 13.80 314 9.33 8.00 23.41 1 T 9.563 1.000 150 8.566 to 0.0 9.562 -0.433 313 10.33 23.41 1.101 0.0 10.562 0.0911 0.962 Vel = 7.89 0.0 313
23.41 9.095 K Factor = 7.76 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.54.2
WestgateHardwoods_FP_4-1-2020.pdf Template
NOPARKING 6" RPDA W/ FDC (N) 4" FIRE SPRINKLER RISER (N) 6" FIRE SPRINKLER RISER (E) FIRE SERVICE LINE FIRE HYDRANT ABBREVIATIONS FIRE SPRINKLER RISER 4-WAY EQB 2 WAY EQB HYDRANT FDC
CHECK VALVE VALVE PIPE HANGER OS&Y VALVE CALCULATION NODE PIPE ELEV. CHANGE CAP THRUST BLOCK COUPLING ALARM BELL # SHEET INDEX SCOPE OF WORK GENERAL NOTES FIRE SPRINKLER NOTES CODE
ANALYSIS SYMBOL LEGEND SEISMIC BRACING NOTES DESIGN NOTES - NFPA 13 (2016) AFF ABOVE FIN. FLR. AV ANGLE VALVE AO ARM OVER BOB BOTTOM OF BEAM BOD BOTTOM OF DECK BOJ
BOT. OF JOIST CV CHECK VALVE COE CHANGE OF ELEV. (E) EXISTING EQB EARTHQUAKE BRACE FDC FIRE DEPT. CONNECTION FHC FIRE HOSE CABINET FHR FIRE HOSE RACK FOB
FACE OF BLOCK FOC FACE OF CONC. FOS FACE OF STUD FOW FACE OF WALL FSR FIRE SPRINKLER RISER GLB GLULAM BEAM GV GLOBE VALVE HGR HANGER JST JOIST LVL LEVEL
(N) NEW NIC NOT IN CONTRACT NTS NOT TO SCALE PIV POST INDICATOR VALVE SLP SLOPE SP STANDPIPE STB STEEL BEAM 1.FOOTHILL FIRE PROTECTION TO INSTALL (2)
NEW WET FIRE SPRINKLER SYSTEM STARTING AT STUB 12" A.F.F. MAX SPRINKLER SPACING FOR STANDARD SPRAY COMMERCIAL SPRINKLERS IS 15'-0" OC MAX SPRINKLER PROTECTION AREA FOR LIGHT HAZARD,
UNOBSTRUCTED CONSTRUCTION IS 225 SQ. FT. MAX SPRINKLER PROTECTION AREA FOR ORDINARY HAZARD, UNOBSTRUCTED CONSTRUCTION IS 130 SQ. FT FP-1 COVER, NOTES, SITE PLAN FP-2 FIRE SPRINKLER
PIPING WAREHOUSE / SHOWROOM FP-3 DETAILS & SEISMIC CALCULATIONS UNO UNLESS NOTED OTHERWISE CI CAST IRON COJ CUT ON JOB CPLG COUPLING CTF CUT TO FIT DI DUCTILE IRON
FLG FLANGE GC GRV. COUPLING GRC GRV RED. COUPLING GRV GROOVE GBE GROOVE BOTH ENDS GOE GROOVE ONE END GOL GRV. OUTLET MI MALLEABLE IRON MJ MECH JOINT NF
NO FITTING N&C NIPPLE AND CAP PE PLAIN END PLG PLUG RED REDUCING SCR SCREW TC THRD. COUPLING TF THRD FLANGE TBE THREAD BOTH ENDS THRD THREAD
TOE THREAD ONE END TO THREAD OUTLET T&G THREAD AND GROOVE WF WELDED FLANGE WLD WELD SEISMIC BRACING SHALL BE IN ACCORDANCE WITH NFPA 13 (2016) ALL PIPING USED FOR
BRACING SHALL BE SCHED-40 LATERAL SWAY BRACING SHALL BE PROVIDED ON ALL FEED AND CROSS MAINS REGARDLESS OF SIZE AND ALL BRANCH LINES 2 1/2" AND LARGER THE DISTANCE BETWEEN THE LAST
LATERAL BRANCH AND THE END OF PIPE SHALL NOT EXCEED 6'-0" A 4-WAY BRACE SHALL BE PROVIDED ON ALL RISERS EXCEEDING 3'-0" LATERAL BRACES SHALL BE ALLOWED TO ACT AS LONGITUDINAL BRACES
IF THEY ARE WITHIN 24 INCHES OF THE CENTER LINE OF THE PIPING BRACED LONGITUDINALLY FOR LINES 2 1/2" AND LARGER. WHERE FLEXIBLE COUPLINGS ARE INSTALLED ON MAINS OTHER THAN AS REQUIRED
IN 9.3.2, A LATERAL BRACE SHALL BE PROVIDED WITHIN 24 INCHES OF EVERY OTHER COUPLING, BUT NOT MORE THAN 40'-0" ON CENTER. LONGITUDINAL BRACING SHALL BE PROVIDED ON ALL FEED AND CROSS
MAINS LONGITUDINAL BRACES SHALL BE ALLOWED TO ACT AS LATERAL BRACES IF THEY ARE WITHIN 24 INCHES OF THE CENTER LINE OF THE PIPING BRACES LATERALLY FOR LINES 2 1/2" AND LARGER. CLEARANCE
SHALL BE PROVIDED AROUND ALL PIPING PER NFPA 13, 9.3.4 BRANCHLINE RESTRAINTS SHALL NOT BE REQUIRED WHERE PIPES ARE INDIVIDUALLY SUPPORTED BY RODS NOT EXCEEDING 6" FROM TOP OF PIPE TO
THE POINT OF ATTACHMENT TO THE BUILDING STRUCTURE SPRIGS EXCEEDING 4'-0" IN LENGTH SHALL BE RESTRAINED AGAINST LATERAL MOVEMENT 1. DESIGN, INSTALLATION, AND MATERIALS PER NFPA 13 (2016)
2. ALL MATERIALS TO BE UL LISTED AND/OR FM APPROVED 3. ALL NEW PIPING TO BE PROPERLY FLUSHED AND TESTED 4. ALL MONITORING AND SUPERVISION TO BE DONE BY OTHERS 5. ALL STEEL ARM-OVERS
OVER 2'-0" IN LENGTH TO BE HUNG. 6. INSTALLATION OF THE SPRINKLER SYSTEM SHALL NOT BEGIN UNTIL COMPLETE PLANS AND SPECIFICATIONS HAVE BEEN APPROVED BY THE AHJ. 7. AT VARIOUS STAGES
UPON COMPLETION, THE SYSTEM MUST BE TESTED IN THE PRESENCE OF THE ENFORCING AGENCY. 8. ADDITIONAL FITTINGS MAY BE INCLUDED IN HYDRAULIC CALCULATIONS TO ACCOUNT FOR UNFORESEEN SITE CONDITIONS.
9. A ONE-PIECE IN-BUILDING RISER IS REQUIRED FOR THE TRANSITION FROM THE UNDERGROUND SUPPLY PIPING TO THE BASE OF RISER. 10. ALL PIPING FOR LINES AND MAIN TO BE EDDYFLOW & ALL ARM-OVER
PIPING TO BE EDDYTHREAD. 11. ALL WATER SUPPLY VALVES AND WATER FLOW SWITCHES SHALL BE ELECTRICALLY SUPERVISED PER CFC 903.4 (BY OTHERS) SPRINKLER SHALL BE PERMITTED TO BE LOCATED NOT
MORE THAN 9 FEET OFF OF ANY SINGLE WALL IN SMALL ROOMS PER NFPA 13 8.6.3.2.4 AS DEFINED BY 3.3.2.1 SPRINKLER COVERAGE HAS BEEN ESTABLISHED PER NFPA 13 8.6.2.2.1 NO PROTECTION REQ'D
PER NFPA 13 2016 - 8.15.1.2.1 "CONCEALED AREAS OF NON-COMBUSTIBLE AND LIMITED COMBUSTIBLE CONSTRUCTION WITH MINIMAL COMBUSTIBLE LOADING HAVING NO ACCESS SHALL NOT REQUIRE SPRINKLER
PROTECTION AIR RELIEF VALVE TO BE INSTALLED AT HIGHEST POINT OF SYSTEM PER NFPA 13 2016 7.1.5. 3' 4'2'0 1' 5'0 1' 4' 3'2' 7' 6' 8' 1/8" = 1'-0" 1/4" = 1'-0" OF T E DESIGN - INSTALLATION
- INSPECTION - REPAIR (530) 826-3013 FAX (530) 893-3013 170 ERMA CT. - CHICO, CA 95928 OOTHILL FIRE PROTECTION, INC. CONT. LIC. NO. 783132 C-16 S T A R D I E C S N E O F O T H F L R
E I L R P LICENSE NO. #783132 R I L A C O F A I N C-16 CLASSIFICATION R O I L F T N I N O T O T R A C C O O P R E C E T E T I T O C N I JOB NAME: FP1 SHEET NAME COVER, SITE, NOTES AA
WESTGATE HARDWOODS 9296 MIDWAY, DURHAM, CA 95928 :19-21-0001 SSU BRASS 200° 8.0 3 4" 3 4" TYCO FRB N/A TY4131 SYM TYPE CNT FINISH TEMP K ESCUT MFG.NPT ORIF MODEL# SIN # WESTGATE
HARDWOODS 9296 MIDWAY, CHICO, CA 95928 :3-15-19 : CHICO FIRE DEPT. WAREHOUSE BUILDING: TOTAL SQ. FT. = 10,200 S.F. OCCUPANCY: S-1 (MODERATE HAZARD STORAGE LUMBER) CONSTRUCTION TYPE:
II-B WATER SUPPLY INFO. - WATER MAIN INFO. SOURCE OF LOCATION TEST STATIC RESIDUAL ELEV. DATEFLOW:62 :30 :840 :4-22-19 : 9296 MIDWAY :FOOTHILL FIRE PROTECTION : : MODERN BUILDING CODE
ANALYSIS SHOWROOM BUILDING: TOTAL SQ. FT. = 5,000 S.F. OCCUPANCY: M (MERCANTILE) CONSTRUCTION TYPE: V-B HORN/STROBE ON FACE OF BLDG. OR ON SIDE 4'-0" MAX. FROM BLDG. FACE INSTALL AUTOMATIC
AIR RELIEF VALVE NEW 6" RISER. SEE DETAIL FP-3 MAIN TO BE HUNG @ 20'-0" A.F.F. DEFLECTOR DISTANCE TO BE WITHIN 12" B.O.D. AREA 1 - .1/1620 COMMODITY CLASS III 18 SSU CALCULATED FLEX
COUPLINGS AT RIDGE TYP. Z-PURLINS 5'-0" O.C. RIDGE WAREHOUSE NEW 4" RISER SEE DETAIL ON FP-3 HORN/STROBE ON FACE OF BLDG. OR ON SIDE 4'-0" MAX. FROM BLDG. FACE MAIN TO BE HUNG @ 20'-0"
A.F.F. DEFLECTOR DISTANCE TO BE WITHIN 12" B.O.D. INSTALL AUTOMATIC AIR RELIEF VALVE AREA 2 - .1/1500 ORDINARY GROUP II 12 SSU CALCULATED FLEX COUPLINGS AT RIDGE TYP. Z-PURLINS 5'-0"
O.C. NOTE: NO STORAGE PERMITTED UNDER OVERHANG PER OWNER. NO SPRINKLERS IN NON-COMBUSITBLE CANOPY PER NFPA 13 SECTION 8.15.7.2. RIDGE OVERHANG OFFICE/SHOWROOM DOWN FROM OVERHEAD PIPING
DOWN FROM OVERHEAD PIPING INSTALL AUX DRAIN TRANSITION 2" TO CPVC AREA 3 - .1/900 LIGHT HAZARD 9 SSP CALCULATED 3' 4'2'0 1' 5'0 1' 4' 3'2' 7' 6' 8' 1/8" = 1'-0" 1/4" = 1'-0" OF T E
DESIGN - INSTALLATION - INSPECTION - REPAIR (530) 826-3013 FAX (530) 893-3013 170 ERMA CT. - CHICO, CA 95928 OOTHILL FIRE PROTECTION, INC. CONT. LIC. NO. 783132 C-16 S T A R D I E C
S N E O F O T H F L R E I L R P LICENSE NO. #783132 R I L A C O F A I N C-16 CLASSIFICATION R O I L F T N I N O T O T R A C C O O P R E C E T E T I T O C N I JOB NAME: FP2 SHEET NAME
FIRE SPRINKLER REFLECTED CEILING & PIPING PLANS AA :19-21-0003 :3-15-19 : CHICO FIRE DEPT. : MODERN BUILDING WESTGATE HARDWOODS 9296 MIDWAY, CHICO, CA 95928 SCALE: :1/8" =
1'-0" 40 SSU BRASS 200° 8.0 3 4' 3 4" TYCO FRB N/A TY4131 19 SSP CHROME 155° 8.0 3 4' 3 4" TYCO FRB CHROME 401 TY4231 SYM TYPE CNT FINISH TEMP K ESCUT MFG.NPT ORIF MODEL# SIN # Scale:
1/8" = 1'-0" FIRE SPRINKLER PIPING PLAN - WAREHOUSE1 Scale: 1/8" = 1'-0" FIRE SPRINKLER PIPING PLAN - OFFICE/SHOWROOM2 OFFICE/SHOWROOM HEAD LEGEND 108 SSU BRASS 200° 8.0 3 4" 3 4" TYCO
FRB N/A TY4131 SYM TYPE CNT FINISH TEMP K ESCUT MFG.NPT ORIF MODEL# SIN # WAREHOUSE HEAD LEGEND Scale: 1/8" = 1'-0" FIRE SPRINKLER PIPING PLAN - OFFICES3 RISER LEGEND A BUTTERFLY VALVE
B CHECK VALVE C FLOW SWITCH D 2" TEST AND DRAIN VALVE E HORN/STROBE F 4-WAY EQB G UG STUB, FFP POC H 300PSI GAUGE I PRV @ 175 PSI J 6 HD. SPARE BOX K HYDRAULIC INFO. PLATE FF D EF G
H I Scale:1 RISER DETAIL - WAREHOUSE NTS J K 6" FINISH GRADE 6" 4" TO SYSTEM B C A HANGER DETAILS PS100 POWERSTRUT CHANNEL 3 8" ALL THREAD ROD 4" PIPE @ 5'-0" SPAN = .51 MODULUS PS-100
POWER STRUT = .628 IN³ MODULUS 3 8" SAMMY SCREW SIDEWINDER n n n n SIESMIC ATTACHMENT DETAILS - STEEL CONSTRUCTION n n FLEX COUPLINGS AT RIDGE 4" MAIN 4" MAIN DEFLECTOR DISTANCE TO
BE WITHIN 12" B.O.D.BUTLER METAL FRAME 2" BRANCH LINE RISER LEGEND A BUTTERFLY VALVE B CHECK VALVE C FLOW SWITCH D 2" TEST AND DRAIN VALVE E HORN/STROBE F 4-WAY EQB G UG STUB, FFP POC
H 300PSI GAUGE I PRV @ 175 PSI J 6 HD. SPARE BOX K HYDRAULIC INFO. PLATE FF D EF G H I Scale:2 RISER DETAIL - OFFICE / SHOWROOM NTS J K 6" FINISH GRADE 4" 4" TO SYSTEM B C A FLEX COUPLINGS
AT RIDGE DEFLECTOR DISTANCE TO BE WITHIN 12" B.O.D. BUTLER METAL FRAME 1 1/2" BRANCH LINE NOTE: NO STORAGE PERMITTED UNDER OVERHANG PER OWNER. NO SPRINKLERS IN NON-COMBUSITBLE CANOPY
PER NFPA 13 SECTION 8.15.7.2. 4" MAIN4" MAIN 3' 4'2'0 1' 5'0 1' 4' 3'2' 7' 6' 8' 1/8" = 1'-0" 1/4" = 1'-0" OF T E DESIGN - INSTALLATION - INSPECTION - REPAIR (530) 826-3013 FAX (530)
893-3013 170 ERMA CT. - CHICO, CA 95928 OOTHILL FIRE PROTECTION, INC. CONT. LIC. NO. 783132 C-16 S T A R D I E C S N E O F O T H F L R E I L R P LICENSE NO. #783132 R I L A C O F A
I N C-16 CLASSIFICATION R O I L F T N I N O T O T R A C C O O P R E C E T E T I T O C N I JOB NAME: FP3 SHEET NAME DETAILS & SEISMIC BRACING SYM TYPE CNT FINISH TEMP K ESCUT MFG.NPT
ORIF MODEL# SIN # AA :19-21-0003 :3-15-19 : CHICO FIRE DEPT. : MODERN BUILDING Scale: 1/4" = 1'-0" SECTION VIEW - WAREHOUSE3 WESTGATE HARDWOODS 9296 MIDWAY, CHICO, CA 95928
Scale: 1/4" = 1'-0" SECTION VIEW - OFFICE / SHOWROOM4