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Home My WebLink About1380 LAUREL TREE LN; ; FPR2023-00424ity of 1ilI11ZIiI4I Carlsbad Print Date: 07/15/2024 Job Address: 1380 LAUREL TREE LN, CARLSBAD, CA 92011 Permit Type: FIRE-Construction Residential Work Class Parcel t: 2120405600 Track #: Valuation: $10,723,775.00 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Permit No: FPR2023-0042 Status: Closed - Finaled Single Family Fire Sprinkl Applied: 04/21/2023 Issued: 06/06/2023 DEV2017-0033 Finaled Close Out: 07/12/2024 Bedrooms: Construction Type: Final Inspection: Bathrooms: Orig. Plan Check#: INSPECTOR: Cheung, Nathaniel Plan Check#: Salcedo, Felix Project Title: AVIARA APARTMENTS Description: AVIARA EAST APARTMENTS -NEW WET NFPA 13 FIRE SPRINKLER SYSTEM FOR PROPOSED 4-STORY BUILDING (4 RISERS, 1,37 HEADS) FPContractor: A AND D FIRE PROTECTION INC 7130 CONVOY CT SAN DIEGO, CA 92111-1019 (858) 277-3473 FEE AMOUNT FIRE Hourly Services (first hour) $200.00 FIRE Hourly Services (first hour) $200.00 FIRE Hourly Services (first hour) $200.00 FIRE Hourly Services (first hour) $200.00 FIRE NFPA 13 System > 100 heads (each addI Riser) $843.00 FIRE NFPA 13 System > 100 heads (includes 1 riser) $1,017.00 Total Fees: $2,660.00 Total Payments To Date: $2,660.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 442-339-2665 1 Inspections: 442-339-2660 1 www.carlsbadca.gov 0-16 #1 069002 BL05008706-1 0-2020 Contractor License Number and Type City Business License Number 9-30-24 Date Signature Date 4/20/2023 RECETVED APR 212023 CARLSBAD FIRE DEPARTMENT Fir Permit / Project Information plicatio — . rJJJJ FPR2023-0042 1380 LAUREL TREE LN AVIARA EAST APARTMENTS - NEW WET NFPA 13 FIRE SPRINKLER SYSTEM FOR PROPOSED 4-STORY BUILDING (4 RISERS 1,377 HEADS) DEV2017-0033 219fl4flcnn 4/21/2023 FPR2023-0042 Project Name Aviara-East 5PrreeNod 13O 1cutrd te.Lv' Project Address Suite # NEW WET NFPA 13 FIRE SPRINKLER SYSTEM FOR PROPOSED Scope of Work 4-STORY BUILDING. Associated Building Permit # (if applicable) C4R 20'2'2/' '7Zi7 N Fire Sprinkler System: Number of risers LI Underground: Number of Hydrants El Fire Alarm LI Sprinkler Monitoring ii New System 0 Tenant Improvement 0 Other: Number of Heads 1,377 Contractor Information A&D Fire Company Name Address 1601 W ORANGEWOOD AVE ANDY ORTEGA Applicant Name Phone 714-401-6356 ORANGE City______ CA 92869 State Zip Email Aortega@adfiresprinklers.com For questions about the application submittal package please email: Fire Permit Technician Fire Prevention 1 1635 Faraday Ave I Carlsbad, CA 92008 1 442-339-2660 1 www.carlsbadfire.org 'bD H A Division of The Hiller Companies, Inc. San Diego, CA I Los Angeles, CA I Salt Lake City, UT I Spokane, WA A&D FIRE 1601 W. Orangewood Ave Orange, CA 92868 714-634-3923 Job Name : AVIARA EAST Drawing Location Remote Area Contract Data File : LAF274_AE_MASTER CALC INPUT.WXF Computer Programs by Hydratec Inc. Revision: 50.54.4 Water Supply Curve A&D FIRE Page AVIARA EAST Date City Water Supply: Demand: Cl - Static Pressure : 175 Dl - Elevation : 18.667 C2 - Residual Pressure: 174.99 02- System Flow C2 - Residual Flow : 1000 D2 - System Pressure :174.965 Hose ( Demand ) :1000 03 - System Demand :1000 Safety Margin : 0.025 180 168 D3 156 P144 R132 E12° 5108 s 96 U84 - R72 E6° 48 36 - 24 DI 12 - -.................. .. ______ 100 200 300 400 500 600 700 800 900 FLOW (N " 1.85) C2 Computer Programs by Hydratec Inc. Revision: 50.54.4 Fittings Used Summary A&D FIRE Page 2 AVIARA EAST Date Fitting Legend Abbrev. Name '/ V. 1 1% 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 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 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 I NFPA 139OFlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 V 90 Ell Firelock #001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 4.5 5.1 0 0 0 0 0 X 90Tee-BranchFirelock002 0 0 0 0 0 8.5 10.8 13 0 16 21 25 33 9.3 11 0 0 0 0 0 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 Schad 40 per NFPA. Computer Programs by Nydratec Inc. Revision: 50.54.4 Flow Summary - NFPA A&D FIRE Page 3 AVIARA EAST Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure FDC 175.0 174.99 1000.0 174.99 1000.0 174.965 NODE ANALYSIS Pressure Discharge Node Tag Elevation -- Node Type at Node at Node Notes Hi 46.1 100.0 250.0 H2 46.1 100.0 250.0 CR 46.1 104.48 SPI 8.25 121.17 5P2 8.25 122.29 SP3 8.25 128.3 POC 3.0 133.0 UG1 -3.0 136.12 UG2 -3.0 171.32 UG3 -3.0 171.32 UG4 -3.0 171.32 BK1 4.0 168.29 BK2 4.0 173.29 UG5 -3.0 176.32 SRC -3.0 176.32 H3 33.833 106.66 250.0 DR 33.833 111.15 SP4 8.25 122.28 H4 33.833 112.53 250.0 AR 33.833 117.01 A3 23.75 121.38 A2 14.208 125.54 SP5 8.75 127.98 A4 34.833 116.58 Al 3.0 130.47 FDC 3.0 174.96 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations: Hazen-Williams A&D FIRE Page 4 AVIARA EAST Date Node 1 Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf Hi 46.100 H250 250.00 2.5 X 14.827 1.000 120 100.000 to 14.827 2.000 * * Fixed Loss = 2 CR 46.100 250.0 2.635 15.827 0.1569 2.483 Vel = 14.71 0.0 CR 250.00 104.483 K Factor= 24.46 H2 46.100 H250 250.00 2.5 X 14.827 1.000 120 100.000 to 14.827 2.000 * * Fixed Loss = 2 CR 46.100 250.0 2.635 15.827 0.1569 2.483 Vel = 14.71 CR 46.100 250.00 6 38.333 120 104.483 to 16.393 SP1 8.250 500.0 6.357 38.333 0.0078 0.298 Vel = 5.05 SP1 8.250 0.0 6 X 31.433 74.333 120 121.174 to 2V 25.147 69.153 0.0 SP2 8.250 500.0 6.357 B 12.573 143.486 0.0078 1.113 Vel = 5.05 SP2 8.250 250.00 6 9V 113.16 252.750 120 122.287 to 113.160 0.0 SP3 8.250 750.0 6.357 365.910 0.0164 6.013 Vel = 7.58 SP3 8.250 250.00 6 5V 62.867 23.750 120 128.300 to 62.867 2.274 POC 3 1000.0 6.357 86.617 0.0280 2.423 Vel = 10.11 POC 3 0.0 6 L 12.911 8.500 140 132.997 to 12.911 2.599 UG1 -3 1000.0 6.16 21.411 0.0245 0.524 Vel = 10.77 UG1 -3 0.0 4 2L 23.068 238.417 150 136.120 to 23.068 0.0 UG2 -3 1000.0 4.23 261.485 0.1346 35.200 Vel = 22.83 UG2 -3 -1000.00 4 L 11.534 89.500 150 171.320 to 11.533 0.0 UG3 -3 0.0 4.23 101.033 0 0.0 Vel = 0 UG3 -3 0.0 8 2L 39.264 66.250 150 171.320 to 39.264 0.0 UG4 -3 0.0 7.98 105.514 0 0.0 Vel = 0 UG4 -3 0.0 8 L 20.56 7.000 140 171.320 to E 28.468 49.028 -3.032 BK1 4 0.0 8.27 56.028 0 0.0 Vel = 0 BK1 4 0.0 8 E 28.468 7.333 140 168.288 to 28.468 5.000 * * Fixed Loss = 5 BK2 4 0.0 8.27 35.801 0 0.0 Vel = 0 BK2 4 0.0 8 L 20.56 7.000 140 173.288 to 20.560 3.032 UG5 -3 0.0 8.27 27.560 0 0.0 Vel = 0 UG5 -3 0.0 8 T 52.855 48.250 150 176.320 to 52.855 0.0 SRC -3 0.0 7.98 101.105 0 0.0 Vel = 0 0.0 SRC 0.0 176.320 K Factor = 0 H3 33.833 H250 250.00 2.5 X 14.827 1.000 120 106.662 to 14.827 2.000 * * Fixed Loss = 2 DR 33.833 250.0 2.635 15.827 0.1569 2.484 Vel = 14.71 Computer Programs by Hydratec Inc. Revision: 50.54.4 7 Final Calculations: Hazen-Williams A&D FIRE Page 5 AVIARA EAST Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf DR 33.833 0.0 6 26.000 120 111.146 to 11.080 SP4 8.250 250.0 6.357 26.000 0.0022 0.056 Vel = 2.53 SP4 8.250 0.0 6 2.583 120 122.282 to 0.0 5P2 8.250 250.0 6.357 2.583 0.0019 0.005 Vel = 2.53 0.0 SP2 250.00 122.287 K Factor = 22.61 H4 33.833 H250 250.00 2.5 X 14.827 1.000 120 112.529 to 14.827 2.000 * * Fixed Loss = 2 AR 33.833 250.0 2.635 15.827 0.1569 2.484 Vel = 14.71 AR 33.833 0.0 6 1.000 120 117.013 to 4.367 A3 23.750 250.0 6.357 1.000 0.0020 0.002 Vel = 2.53 A3 23.750 0.0 6 10.083 120 121.382 to 4.133 A2 14.208 250.0 6.357 10.083 0.0021 0.021 Vel = 2.53 A2 14.208 0.0 6 X 31.433 7.208 120 125.536 to 31.433 2.364 SP5 8.750 250.0 6.357 38.641 0.0021 0.083 Vel = 2.53 SP5 8.750 0.0 6 X 31.433 2.417 120 127.983 to V 12.573 44.006 0.217 SP3 8.250 250.0 6.357 46.423 0.0022 0.100 Vel = 2.53 0.0 SP3 250.00 128.300 K Factor = 22.07 A4 34.833 0.0 6 1.000 120 116.580 to 0.433 AR 33.833 0.0 6.357 1.000 0 0.0 Vel = 0 0.0 AR 0.0 117.013 K Factor =0 Al 3 0.0 6 4.000 120 130.474 to -2.490 SP5 8.750 0.0 6.357 4.000 -0.0002 -0.001 Vel = 0 0.0 SP5 0.0 127.983 K Factor = 0 UG2 -3 1000.00 4 T 29.067 6.000 140 171.320 to 29.067 -2.599 FDC 3 1000.0 4.1 35.067 0.1781 6.244 Vel = 24.30 0.0 FDC 1000.00 174.965 K Factor = 75.60 Computer Programs by Hydratec Inc. Revision: 50.54.4 A Division of The Huller companies, Inc. San Diego, CA I Los Angeles, CA I Salt Lake City, UT I Spokane, WA A&D FIRE 1601 W. Orangewood Ave Orange, CA 92868 714-634-3923 Job Name : AVIARA EAST - AMENITY Drawing Location Remote Area Contract Data File : LAF274_AE_LI—AREA 2 AMENITY CALC.WXF VA Computer Programs by Hydratec Inc. Revision: 50.54.4 Water Supply Curve A&D FIRE Page AVIARA EAST - AMENITY Date City Water Supply: Demand: Cl - Static Pressure : 114 Dl - Elevation : 5.414 C2 - Residual Pressure: 99 02 - System Flow : 428.854 C2 - Residual Flow : 8000 D2 - System Pressure : 85.908 Hose ( Demand) D3 - System Demand : 428.854 Safety Margin : 28.025 150 140 130 p120 -CT-- R 110 E 100 C2 -02----- S go S80 U70 R6° E5° 40 30 20 10 1000 2000 3000 4000 5000 6000 7000 8000 9000 FLOW (N "1.85) Computer Programs by Hydratec Inc. Revision: 50.54.4 Fittings Used Summary A&D FIRE Page 2 AVIARA EAST - AMENITY Date Fitting Legend Abbrev. Name % 1 1% 1V, 2 2.4 3 3t4 4 5 6 8 10 12 14 16 18 20 24 8 NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 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 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 N* CPVC9OEllHarvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0. CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 V 90 Ell Firelock #001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 4.5 5.1 0 0 0 0 0 X 907ee-BranchFirefock002 0 0 0 0 0 8.5 10.8 13 0 16 21 25 33 9.3 11 0 0 0 0 0 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 Schad 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: 50.54.4 Flow Summary - NFPA A&D FIRE Page 3 AVIARA EAST - AMENITY Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 114.0 99 8000.0 113.933 428.85 85.908 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes DP03 9.0 5.6 16.14 22.5 0.1 225 EQ03 9.92 21.59 DPO1 9.0 5.6 16.14 22.5 0.1 225 EQOI 9.5 21.74 DP02 9.0 5.6 16.14 22.5 0.1 225 EQ02 10.25 21.48 144 9.5 4.83 22.08 22.67 K=K @ EQ01 145 9.5 22.64 146 9.5 33.48 147 9.5 33.98 148 9.5 36.24 149 9.5 37.68 111 9.0 41.75 112 9.92 41.59 113 9.92 41.73 114 9.0 43.81 115 9.0 57.9 116 9.0 59.94 TORi 9.0 62.2 BORI 4.0 68.05 Al 4.0 70.83 150 9.5 4.83 21.74 22.5 K=K @EQ0l 151 9.5 4.83 32.75 27.62 K=K @ EQOI 152 9.5 4.83 33.23 27.82 K=K @ EQOI 153 9.5 4.83 33.43 27.9 K=K @ EQOI 154 9.5 34.84 155 9.5 35.81 156 9.5 39.23 157 9.5 43.33 158 9.5 4.83 33.72 28.02 K=K @ EQOI 159 10.25 4.85 33.68 28.17 K=K @ EQ02 160 10.25 34.42 161 10.25 35.25 162 9.92 35.42 163 9.92 37.66 164 10.25 4.85 32.39 27.63 K=K @ EQ02 165 10.25 34.22 166 10.25 4.85 33.5 28.1 K=K @ EQ02 167 10.25 35.64 168 9.92 35.79 169 9.92 4.84 36.61 29.3 K=K @ EQ03 170 9.92 37.43 Computer Programs by Kydratec Inc. Revision: 50.54.4 Flow Summary - NFPA A&D FIRE Page 4 AVIARA EAST AMENITY Date NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 171 9.92 37.64 172 9.92 38.6 173 9.92 4.84 36.81 29.38 K=K @ EQ03 174 9.92 4.84 37.75 29.75 K=K @ EQ03 H2 46.1 50.78 CR 46.1 52.78 SP1 8.25 69.17 SP2 8.25 69.17 SP3 8.25 69.17 POC 3.0 71.76 UGI -3.0 74.42 UG2 -3.0 78.92 UG3 -3.0 80.66 UG4 -3.0 80.74 BKI 4.0 77.75 BK2 4.0 82.78 UGS -3.0 85.83 SRC -3.0 85.91 100.0 H3 33.833 56.09 DR 33.833 58.09 SP4 8.25 69.17 H4 33.833 55.93 AR 33.833 57.93 A3 23.75 62.29 A2 14.208 66.43 5P5 8.75 68.79 A4 34.833 57.49 FDC 3.0 76.32 Computer Programs by Hydratec Inc. Revision: 50.54.4 r Final Calculations: Hazen-Williams A&D FIRE Page 5 AVIARA EAST - AMENITY Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ****** Notes Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf DP03 9 5.60 22.50 1 N 7.0 0.920 150 16.143 to EqI 61.201 68.201 -0.398 EQ03 9.92 22.5 1.101 69.121 0.0846 5.848 Vel = 7.58 0.0 EQ03 22.50 21.593 K Factor = 4.84 DP01 9 5.60 22.50 1 N 7.0 0.500 150 16.143 to EqI 61.201 68.201 -0.217 EQ01 9.5 22.5 1.101 68.701 0.0846 5.813 Vel = 7.58 0.0 EQOI 22.50 21.739 K Factor = 4.83 DP02 9 5.60 22.50 1 N 7.0 1.250 150 16.143 to EqI 61.201 68.201 -0.541 EQ02 10.25 22.5 1.101 69.451 0.0846 5.876 Vel = 7.58 0.0 EQ02 22.50 21.478 K Factor = 4.85 144 9.5 4.83 22.67 1 0 5.0 1.550 150 22.078 K = K @ EQ01 to 5.000 0.0 145 9.5 22.67 1.101 6.550 0.0858 0.562 Vel = 7.64 145 9.5 22.50 1 3N 21.0 14.300 150 22.640 to 21.000 0.0 146 9.5 45.17 1.101 35.300 0.3072 10.844 Vel = 15.22 146 9.5 0.0 1 1.610 150 33.484 to 0.0 147 9.5 45.17 1.101 1.610 0.3075 0.495 Vel = 15.22 147 9.5 27.82 1.5 0 8.0 10.550 150 33.979 to 8.000 0.0 148 9.500 72.99 1.598 18.550 0.1216 2.256 VeI= 11.68 148 9.500 27.62 1.5 6.570 150 36.235 to 0.0 149 9.500 100.61 1.598 6.570 0.2202 1.447 Vel = 16.09 149 9.500 0.0 1.5 N 9.0 0.500 150 37.682 to 0 8.0 17.000 0.217 111 9 100.61 1.598 17.500 0.2202 3.853 Vel= 16.09 111 9 0.0 3 2E 18.815 3.970 120 41.752 to 18.815 -0.398 112 9.92 100.61 3.26 22.785 0.0103 0.235 Vel = 3.87 112 9.92 83.90 3 4.540 120 41.589 to 0.0 113 9.92 184.51 3.26 4.540 0.0317 0.144 Vel = 7.09 113 9.92 88.42 3 2E 18.815 6.800 120 41.733 to 18.815 0.398 114 9 272.93 3.26 25.615 0.0655 1.677 Vel = 10.49 114 9 55.92 3 152.500 120 43.808 to 0.0 115 9 328.85 3.26 152.500 0.0924 14.093 Vel = 12.64 115 9 0.0 3 T 20.159 1.880 120 57.901 to 20.159 0.0 116 9 328.85 3.26 22.039 0.0924 2.037 Vel = 12.64 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations: Hazen-Williams A&D FIRE Page 6 AVIARA EAST - AMENITY Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 116 9 0.0 3 2E 18.815 5.640 120 59.938 to 18.815 0.0 TORi 9 328.85 3.26 24.455 0.0924 2.260 Vel = 12.64 TORi 9 0.0 3 B 13.44 5.000 120 62.198 to S 21.503 34.943 2.166 BORI 4 328.85 3.26 39.943 0.0924 3.691 Vel = 12.64 BOR1 4 0.0 3 E 9.408 0.500 120 68.055 to 1 20.159 29.567 0.0 Al 4 328.85 3.26 30.067 0.0924 2.778 Vel = 12.64 0.0 Al 328.85 70.833 K Factor= 39.07 150 9.5 4.83 22.50 1 N 7.0 3.650 150 21.739 K = K @ EQOI to 7.000 0.0 145 9.5 22.5 1.101 10.650 0.0846 0.901 Vel = 7.58 0.0 145 22.50 22.640 K Factor = 4.73 151 9.5 4.83 27.62 1 0 5.0 23.220 150 32.747 K = K @ EQOI to 5.000 0.0 148 9.500 27.62 1.101 28.220 0.1236 3.488 Vel = 9.31 0.0 148 27.62 36.235 K Factor= 4.59 152 9.5 4.83 27.82 1 0 5.0 1.000 150 33.227 K = K @ EQ01 to 5.000 0.0 147 9.5 27.82 1.101 6.000 0.1253 0.752 Vel = 9.38 0.0 147 27.82 33.979 K Factor = 4.77 153 9.5 4.83 27.90 1 0 5.0 6.180 150 33.427 K = K @ EQOI to 5.000 0.0 154 9.5 27.9 1.101 11.180 0.1259 1.408 Vel= 9.40 154 9.5 28.02 1.5 13.130 150 34.835 to 0.0 155 9.5 55.92 1.598 13.130 0.0743 0.976 Vel = 8.95 155 9.5 0.0 1 N 7.0 0.500 150 35.811 to 7.000 0.0 156 9.5 55.92 1.101 7.500 0.4559 3.419 Vel = 18.84 156 9.5 0.0 1.5 20 16.0 30.210 150 39.230 to N 9.0 25.000 0.0 157 9.5 55.92 1.598 55.210 0.0743 4.102 Vel = 8.95 157 9.5 0.0 2 0 10.0 0.500 150 43.332 to 10.000 0.217 114 9 55.92 2.003 10.500 0.0247 0.259 Vel = 5.69 0.0 114 55.92 43.808 K Factor = 8.45 158 9.5 4.83 28.02 1 0 5.0 3.820 150 33.715 K = K © EQOl to 5.000 0.0 154 9.5 28.02 1.101 8.820 0.1270 1.120 Vel = 9.44 0.0 Computer Programs by Hydratec Inc. Revision: 50.54.4 Yl Final Calculations: Hazen-Williams A&D FIRE Page 7 AVIARA EAST - AMENITY Date Nodel Etevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Etev2 Fact Qt Act Eqiv Len Total PfIFt Pf 154 28.02 34.835 K Factor = 4.75 159 10.25 4.85 28.17 1 0 5.0 0.810 150 33.677 K = K @ EQ02 to 5.000 0.0 160 10.25 28.17 1.101 5.810 0.1282 0.745 Vet = 9.49 160 10.25 27.63 1.5 N 9.0 2.230 150 34.422 to 9.000 0.0 161 10.25 55.8 1.598 11.230 0.0741 0.832 Vet = 8.93 161 10.25 0.0 1.5 0.330 150 35.254 to 0.143 162 9.92 55.8 1.598 0.330 0.0727 0.024 Vet = 8.93 162 9.92 0.0 1.5 2N 18.0 12.220 150 35.421 to 18.000 0.0 163 9.92 55.8 1.598 30.220 0.0740 2.236 Vet = 8.93 163 9.92 28.10 1.5 0 8.0 16.980 150 37.657 to 8.000 0.0 112 9.92 83.9 1.598 24.980 0.1574 3.932 Vet = 13.42 0.0 112 83.90 41.589 KFactor= 13.01 164 10.25 4.85 27.63 1 2N 14.0 0.810 150 32.388 K = K @ EQ02 to 14.000 0.0 165 10.25 27.63 1.101 14.810 0.1238 1.833 Vet = 9.31 165 10.25 0.0 1.5 10.000 150 34.221 to 0.0 160 10.25 27.63 1.598 10.000 0.0201 0.201 Vet = 4.42 0.0 160 27.63 34.422 K Factor= 4.71 166 10.25 4.85 28.10 1 2N 14.0 2.800 150 33.496 K = K @ EQ02 to 14.000 0.0 167 10.25 28.1 1.101 16.800 0.1276 2.144 Vet= 9.47 167 10.25 0.0 1.5 0.330 150 35.640 to 0.143 168 9.92 28.1 1.598 0.330 0.0212 0.007 Vet = 4.50 168 9.92 0.0 1 N 7.0 2.630 150 35.790 to 0 5.0 12.000 0.0 163 9.92 28.1 1.101 14.630 0.1276 1.867 Vet = 9.47 0.0 163 28.10 37.657 K Factor= 4.58 169 9.92 4.84 29.30 1 0 5.0 0.970 150 36.608 K = K @ EQ03 to 5.000 0.0 170 9.92 29.3 1.101 5.970 0.1379 0.823 Vel = 9.87 170 9.92 0.0 1.5 9.140 150 37.431 to 0.0 171 9.92 29.3 1.598 9.140 0.0224 0.205 Vet = 4.69 171 9.92 29.37 1.5 11.860 150 37.636 to 0.0 172 9.92 58.67 1.598 11.860 0.0812 0.963 Vet = 9.39 172 9.92 29.75 1.5 0 8.0 10.070 150 38.599 to 8.000 0.0 113 9.92 88.42 1.598 18.070 0.1734 3.134 Vet = 14.14 Computer Programs by Hydratec Inc. Revision: 50.54.4 if Final Calculations: Hazen-Williams A&D FIRE Page 8 AVIARA EAST - AMENITY Date Nodel Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes ****** Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 113 88.42 41.733 KFactor= 13.69 173 9.92 4.84 29.38 1 0 5.0 0.950 150 36.811 K = K @ EQ03 to 5.000 0.0 171 9.92 29.38 1.101 5.950 0.1387 0.825 VeI= 9.90 0.0 171 29.38 37.636 K Factor = 4.79 174 9.920 4.84 29.75 1 0 5.0 1.000 150 37.748 K = K @ EQ03 to 5.000 0.0 172 9.92 29.75 1.101 6.000 0.1418 0.851 Vel = 10.03 0.0 172 29.75 38.599 K Factor = 4.79 H2 46.100 0.0 2.5 X 14.827 1.000 120 50.780 to 14.827 2.000 * * Fixed Loss = 2 CR 46.100 0.0 2.635 15.827 0 0.0 Vel = 0 CR 46.100 0.0 6 38.333 120 52.780 to 16.393 SP1 8.250 0.0 6.357 38.333 0 0.0 Vel = 0 SP1 8.250 0.0 6 X 31.433 74.333 120 69.173 to 2V 25.147 69.153 0.0 SP2 8.250 0.0 6.357 B 12.573 143.486 0 0.0 Vel = 0 SP2 8.250 0.0 6 9V 113.16 252.750 120 69.173 to 113.160 0.0 SP3 8.250 0.0 6.357 365.910 0 0.0 Vel = 0 SP3 8.250 328.85 6 5V 62.867 23.750 120 69.173 to 62.867 2.274 POC 3 328.85 6.357 86.617 0.0036 0.309 Vel = 3.32 POC 3 0.0 6 L 12.911 8.500 140 71.756 to 12.911 2.599 UG1 -3 328.85 6.16 21.411 0.0031 0.067 Vel = 3.54 UGI -3 0.0 4 2L 23.068 238.417 150 74.422 to 23.068 0.0 UG2 -3 328.85 4.23 261.485 0.0172 4.498 Vel = 7.51 UG2 -3 0.0 4 L 11.534 89.500 150 78.920 to 11.533 0.0 UG3 -3 328.85 4.23 101.033 0.0172 1.738 Vel = 7.51 UG3 -3 0.0 8 2L 39.264 66.250 150 80.658 to 39.264 0.0 UG4 -3 328.85 7.98 105.514 0.0008 0.082 Vel = 2.11 UG4 -3 0.0 8 L 20.56 7.000 140 80.740 to E 28.468 49.028 -3.032 BKI 4 328.85 8.27 56.028 0.0007 0.042 Vel = 1.96 BK1 4 0.0 8 E 28.468 7.333 140 77.750 to 28.468 5.000 * * Fixed Loss = 5 BK2 4 328.85 8.27 35.801 0.0008 0.027 Vel = 1.96 BK2 4 0.0 8 L 20.56 7.000 140 82.777 to 20.560 3.032 UG5 -3 328.85 8.27 27.560 0.0007 0.020 Vel = 1.96 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations: Hazen-Williams A&D FIRE Page 9 AVIARA EAST - AMENITY Date Node 1 Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf UG5 -3 0.0 8 T 52.855 48.250 150 85.829 to 52.855 0.0 SRC -3 328.85 7.98 101.105 0.0008 0.079 Vel = 2.11 100.00 Qa= 100.00 SRC 428.85 85.908 K Factor = 46.27 H3 33.833 0.0 2.5 X 14.827 1.000 120 56.093 to 14.827 2.000 * * Fixed Loss = 2 DR 33.833 0.0 2.635 15.827 0 0.0 Vel = 0 DR 33.833 0.0 6 26.000 120 58.093 to 11.080 SP4 8.250 0.0 6.357 26.000 0 0.0 Vel = 0 SP4 8.250 0.0 6 2.583 120 69.173 to 0.0 SP2 8.250 0.0 6.357 2.583 0 0.0 Vel = 0 0.0 SP2 0.0 69.173 K Factor = 0 H4 33.833 0.0 2.5 X 14.827 1.000 120 55.927 to 14.827 2.000 * * Fixed Loss = 2 AR 33.833 0.0 2.635 15.827 0 0.0 Vel = 0 AR 33.833 0.0 6 1.000 120 57.927 to 4.367 A3 23.750 0.0 6.357 1.000 0 0.0 Vel = 0 A3 23.750 0.0 6 10.083 120 62.294 to 4.133 A2 14.208 0.0 6.357 10.083 -0.0001 -0.001 Vel = 0 A2 14.208 0.0 6 X 31.433 7.208 120 66.426 to 31.433 2.364 5P5 8.750 0.0 6.357 38.641 0 0.0 Vel = 0 5P5 8.750 328.85 6 X 31.433 2.417 120 68.790 to V 12.573 44.006 0.217 SP3 8.250 328.85 6.357 46.423 0.0036 0.166 Vel = 3.32 0.0 SP3 328.85 69.173 K Factor = 39.54 A4 34.833 0.0 6 1.000 120 57.494 to 0.433 AR 33.833 0.0 6.357 1.000 0 0.0 Vel = 0 0.0 AR 0.0 57.927 K Factor = 0 Al 4 328.85 6 4.000 120 70.833 to -2.057 SPS 8.750 328.85 6.357 4.000 0.0035 0.014 Vel = 3.32 0.0 SP5 328.85 68.790 K Factor = 39.65 UG2 -3 0.0 4 T 29.067 6.000 140 78.920 to 29.067 -2.599 FDC 3 0.0 4.1 35.067 0 0.0 Vel = 0 0.0 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations: Hazen-Williams A&D FIRE Page 10 AVIARA EAST - AMENITY Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 EIev2 Fact Qt Act Eqiv Len Total Pt/Ft Pt FDC 0.0 76.321 K Factor = 0 Computer Programs by Hydratec Inc. Revision: 50.54.4 L"ULL A Division of The Hiller companies, Inc. San Diego, CA I Los Angeles, CA I Salt Lake City, UT I Spokane, WA A&D FIRE 1601 W. Orangewood Ave Orange, CA 92868 714-634-3923 Job Name : AVIARA EAST - GARAGE Drawing : FP-1.0 Location : Garage L01 Remote Area : I Contract Data File : LAF274_AE_L1_AREA 1 GARAGE CALC.WXF in Computer Programs by Hydratec Inc. Revision: 50.54.4 Water Supply Curve A&D FIRE Page AVIARA EAST - GARAGE Date City Water Supply: Demand: Cl - Static Pressure : 114 Dl - Elevation : 5.414 C2 - Residual Pressure: 99 D2 - System Flow : 550.43 C2 - Residual Flow : 8000 02- System Pressure : 71.269 Hose ( Demand) 03 - System Demand : 550.43 Safety Margin : 42.625 150 140 130 p120 t'r C2 E 100 90 S80 u 7° R6° E5° 40 30 20 ... ....... 10 . j.... j.... _____ 1000 2000 3000 4000 5000 6000 7000 8000 9000 FLOW (N "1.85) Computer Programs by Hydratec Inc. Revision: 50.54.4 Fittings Used Summary A&D FIRE Page 2 AVIARA EAST - GARAGE Date Fitting Legend Abbrev. Name ½ % 1 1% 1'/I 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 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 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA I39O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 V 90 Ell Firelock#001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 4.5 5.1 0 0 0 0 0 X 90'TeeBranchFirelock002 0 0 0 0 0 8.5 10.8 13 0 16 21 25 33 9.3 11 0 0 0 0 0 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 Schad 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: 50.54.4 Flow Summary - NFPA A&D FIRE Page 3 AVIARA EAST - GARAGE Date SUPPLYANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 114.0 99 8000.0 113.894 550.43 71.269 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes DPO1 9.0 5.6 12.13 19.5 0.15 130 EQOI 9.5 16.16 100 9.5 4.85 16.16 - 19.5 K=K @ EQ01 101 9.5 17.35 102 9.5 19.7 103 9.0 22.31 104 9.0 22.33 105 9.0 22.39 106 9.0 22.55 107 9.0 22.76 108 9.0 23.15 109 9.0 23.74 110 9.0 24.31 111 9.0 29.94 112 9.92 31.33 113 9.92 31.68 114 9.0 34.08 115 9.0 47.58 116 9.0 47.73 TORi 9.0 49.64 BORI 4.0 54.93 Al 4.0 57.28 117 9.5 4.85 16.68 19.81 K=K @EQO1 118 9.5 4.85 16.18 19.51 K=K @EQ01 119 9.5 17.37 120 9.5 19.72 121 9.5 4.85 16.69 19.82 K=K @ EQOI 122 9.5 4.85 16.22 19.54 K=K @ EQ01 123 9.5 17.42 124 9.5 19.78 125 9.5 4.85 16.74 19.85 K=K © EQO1 126 9.5 4.85 16.34 19.61 K=K @ EQ01 127 9.5 17.55 128 9.5 19.92 129 9.5 4.85 16.87 19.92 K=K @ EQ01 130 9.5 4.85 16.51 19.71 K=K @ EQ01 131 9.5 - 17.72 132 9.5 20.11 133 9.5 4.85 17.0 20.0 K=K @EQOI 134 9.5 4.85 16.79 19.87 K=K @ EQ01 135 9.5 18.02 136 9.5 20.46 Computer Programs by Hydratec Inc. Revision: 50.54.4 Flow Summary - NFPA A&D FIRE AVIARA EAST - GARAGE Page 4 Date NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 137 9.5 4.85 17.33 20.19 K=K @ EQ01 138 9.5 4.85 17.29 20.17 K=K @ EQ01 139 9.5 18.49 140 9.5 20.98 141 9.5 4.85 17.77 20.45 K=K @ EQ01 142 9.5 4.85 21.52 22.5 K=K @ EQ01 143 9.5 23.24 Hi 46.1 37.2 H2 46.1 37.2 CR 46.1 39.2 SPi 8.25 55.59 SP2 8.25 55.59 SP3 8.25 55.59 POC 3.0 58.13 UGI -3.0 60.78 UG2 -3.0 64.59 UG3 -3.0 66.06 UG4 -3.0 66.13 BKI 4.0 63.13 BK2 4.0 68.15 UG5 -3.0 71.2 SRC -3.0 71.27 250.0 H3 33.833 42.51 DR 33.833 44.51 5P4 8.25 55.59 H4 33.833 42.37 AR 33.833 44.37 A3 23.75 48.74 A2 14.208 52.87 SPS 8.75 55.23 A4 34.833 43.94 FDC 3.0 61.99 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations: Hazen-Williams A&D FIRE Page 5 AVIARA EAST - GARAGE Date Nodel Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf DPOI 9 5.60 19.50 1 E 3.825 0.500 150 12.125 to EqI 61.201 65.026 -0.217 EQOI 9.5 19.5 1.101 65.526 0.0649 4.255 Vet = 6.57 0.0 EQ01 19.50 16.163 K Factor = 4.85 100 9.5 4.85 19.50 1 E 3.825 14.500 150 16.163 K=K@EQ01 to 3.825 0.0 101 9.5 19.5 1.101 18.325 0.0649 1.190 VeI= 6.57 101 9.5 19.81 1 E 3.825 6.070 150 17.353 to 3.825 0.0 102 9.5 39.31 1.101 9.895 0.2375 2.350 Vet = 13.25 102 9.5 0.0 1 T 9.563 0.500 150 19.703 to 9.562 0.217 103 9 39.31 1.101 10.062 0.2375 2.390 Vet = 13.25 103 9 0.0 3 9.170 120 22.310 to 0.0 104 9 39.31 3.26 9.170 0.0017 0.016 Vet = 1.51 104 9 39.32 3 9.710 120 22.326 to 0.0 105 9 78.63 3.26 9.710 0.0066 0.064 Vel = 3.02 105 9 39.39 3 11.670 120 22.390 to 0.0 106 9 118.02 3.26 11.670 0.0139 0.162 Vet= 4.54 106 9 39.52 3 8.750 120 22.552 to 0.0 107 9 157.54 3.26 8.750 0.0237 0.207 Vet = 6.06 107 9 39.71 3 10.840 120 22.759 to 0.0 108 9 197.25 3.26 10.840 0.0359 0.389 Vet = 7.58 108 9 40.06 3 11.660 120 23.148 to 0.0 109 9 237.31 3.26 11.660 0.0506 0.590 Vet = 9.12 109 9 40.62 3 8.420 120 23.738 to 0.0 110 9 277.93 3.26 8.420 0.0677 0.570 Vet = 10.68 110 9 22.50 3 72.080 120 24.308 to 0.0 111 9 300.43 3.26 72.080 0.0782 5.635 Vet = 11.55 111 9 0.0 3 2E 18.815 3.970 120 29.943 to 18.815 -0.398 112 9.92 300.43 3.26 22.785 0.0782 1.781 Vet = 11.55 112 9.92 0.0 3 4.540 120 31.326 to 0.0 113 9.92 300.43 3.26 4.540 0.0782 0.355 Vet = 11.55 113 9.92 0.0 3 2E 18.815 6.800 120 31.681 to 18.815 0.398 114 9 300.43 3.26 25.615 0.0782 2.003 Vet = 11.55 114 9 0.0 3 T 20.159 152.500 120 34.082 to 20.159 0.0 115 9 300.43 3.26 172.659 0.0782 13.499 Vel = 11.55 Computer Programs N by Hydratec Inc. Revision: 50.54.4 Final Calculations: Hazen-Williams A&D FIRE Page 6 AVIARA EAST - GARAGE Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 115 9 0.0 3 1.880 120 47.581 to 0.0 116 9 300.43 3.26 1.880 0.0782 0.147 Vel= 11.55 116 9 0.0 3 2E 18.815 5.640 120 47.728 to 18.815 0.0 TORi 9 300.43 3.26 24.455 0.0782 1.912 Vet = 11.55 TORI 9 0.0 3 B 13.44 5.000 120 49.640 to S 21.503 34.943 2.166 BORI 4 300.43 3.26 39.943 0.0782 3.122 Vet = 11.55 BOR1 4 0.0 3 E 9.408 0.500 120 54.928 to T 20.159 29.567 0.0 Al 4 300.43 3.26 30.067 0.0782 2.351 Vet = 11.55 0.0 Al 300.43 57.279 K Factor= 39.70 117 9.5 4.85 19.81 1 T 9.563 0.500 150 16.680 K = K @ EQOI to 9.562 0.0 101 9.5 19.81 1.101 10.062 0.0669 0.673 Vet = 6.68 0.0 101 19.81 17.353 KFactor= 4.76 118 9.5 4.85 19.51 1 E 3.825 14.500 150 16.176 K = K @ EQ01 to 3.825 0.0 119 9.5 19.51 1.101 18.325 0.0649 1.190 VeI= 6.57 119 9.5 19.81 1 E 3.825 6.070 150 17.366 to 3.825 0.0 120 9.5 39.32 1.101 9.895 0.2377 2.352 Vet = 13.25 120 9.5 0.0 1 T 9.563 0.500 150 19.718 to 9.562 0.217 104 9 39.32 1.101 10.062 0.2376 2.391 Vet = 13.25 0.0 104 39.32 22.326 K Factor = 8.32 121 9.5 4.85 19.82 1 T 9.563 0.500 150 16.693 K = K @ EQ01 to 9.562 0.0 119 9.5 19.82 1.101 10.062 0.0669 0.673 Vel = 6.68 0.0 119 19.82 17.366 K Factor = 4.76 122 9.5 4.85 19.54 1 E 3.825 14.500 150 16.223 K = K @ EQOI to 3.825 0.0 123 9.5 19.54 1.101 18.325 0.0652 1.194 Vel= 6.58 123 9.5 19.84 1 E 3.825 6.070 150 17.417 to 3.825 0.0 124 9.5 39.38 1.101 9.895 0.2383 2.358 Vet = 13.27 124 9.5 0.0 1 T 9.563 0.500 150 19.775 to 9.562 0.217 105 9 39.38 1.101 10.062 0.2383 2.398 Vet = 13.27 0.0 105 39.38 22.390 KFactor= 8.32 125 9.5 4.85 19.85 1 T 9.563 0.500 150 16.742 K = K @ EQOI to 9.562 0.0 123 9.5 19.85 1.101 10.062 0.0671 0.675 Vel = 6.69 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations: Hazen-Williams A&D FIRE Page 7 AVIARA EAST - GARAGE Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 123 19.85 17.417 KFactor= 4.76 126 9.5 4.85 19.61 1 E 3.825 14.500 150 16.344 K = K @ EQ01 to 3.825 0.0 127 9.5 19.61 1.101 18.325 0.0656 1.202 Vel = 6.61 127 9.5 19.92 1 E 3.825 6.070 150 17.546 to 3.825 0.0 128 9.5 39.53 1.101 9.895 0.2400 2.375 Vel = 13.32 128 9.5 0.0 1 T 9.563 0.500 150 19.921 to 9.562 0.217 106 9 39.53 1.101 10.062 0.2399 2.414 Vel = 13.32 0.0 106 39.53 22.552 K Factor = 8.32 129 9.5 4.85 19.92 1 T 9.563 0.500 150 16.867 K = K @ EQ01 to 9.562 0.0 127 9.5 19.92 1.101 10.062 0.0675 0.679 Vel = 6.71 0.0 127 19.92 17.546 K Factor = 4.76 130 9.5 4.85 19.71 1 E 3.825 14.540 150 16.505 K = K @ EQOI to 3.825 0.0 131 9.5 19.71 1.101 18.365 0.0662 1.216 Vel = 6.64 131 9.5 20.00 1 E 3.825 6.040 150 17.721 to 3.825 0.0 132 9.5 39.71 1.101 9.865 0.2420 2.387 Vel = 13.38 132 9.5 0.0 1 T 9.563 0.500 150 20.108 to 9.562 0.217 107 9 39.71 1.101 10.062 0.2419 2.434 Vel = 13.38 0.0 107 39.71 22.759 KFactor= 8.32 133 9.5 4.85 20.00 1 T 9.563 1.000 150 17.002 K = K @ EQOI to 9.562 0.0 131 9.5 20.0 1.101 10.562 0.0681 0.719 Vel = 6.74 0.0 131 20.00 17.721 K Factor = 4.75 134 9.5 4.85 19.87 1 E 3.825 14.500 150 16.790 K = K @ EQ01 to 3.825 0.0 135 9.5 19.87 1.101 18.325 0.0672 1.232 Vel = 6.70 135 9.5 20.19 1 E 3.825 6.070 150 18.022 to 3.825 0.0 136 9.5 40.06 1.101 9.895 0.2460 2.434 Vel = 13.50 136 9.5 0.0 1 T 9.563 0.500 150 20.456 to 9.562 0.217 108 9 40.06 1.101 10.062 0.2460 2.475 Vel= 13.50 0.0 108 40.06 23.148 KFactor= 8.33 137 9.5 4.85 20.19 1 T 9.563 0.500 150 17.326 K= K@ EQ01 to 9.562 0.0 135 9.5 20.19 1.101 10.062 0.0692 0.696 Vel = 6.80 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations: Hazen-Williams A&D FIRE Page 8 AVIARA EAST - GARAGE Date Nodel Elevi K Qa Nom Fitting Pipe cFact Pt to or Ftngs Pe Notes Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 135 20.19 18.022 K Factor = 4.76 138 9.5 4.85 20.17 1 E 3.825 13.510 150 17.290 K = K @ EQ01 to 3.825 0.0 139 9.5 20.17 1.101 17.335 0.0691 1.198 Vet = 6.80 139 9.5 20.44 1 E 3.825 6.060 150 18.488 to 3.825 0.0 140 9.5 40.61 1.101 9.885 0.2523 2.494 Vet = 13.69 140 9.5 0.0 1 T 9.563 0.500 150 20.982 to 9.562 0.217 109 9 40.61 1.101 10.062 0.2523 2.539 Vet = 13.69 0.0 109 40.61 23.738 K Factor = 8.34 141 9.5 4.85 20.45 1 1 9.563 0.580 150 17.769 K = K @ EQ01 to 9.562 0.0 139 9.5 20.45 1.101 10.142 0.0709 0.719 Vet = 6.89 0.0 139 20.45 18.488 K Factor = 4.76 142 9.5 4.85 22.50 1 T 9.563 6.900 150 21.523 K= K@ EQ01 to E 3.825 13.387 0.0 143 9.500 22.5 1.101 20.287 0.0846 1.717 Vet = 7.58 143 9.500 0.0 1 T 9.563 0.500 150 23.240 to 9.562 0.217 110 9 22.5 1.101 10.062 0.0846 0.851 VeI= 7.58 0.0 110 22.50 24.308 K Factor= 4.56 HI 46.100 0.0 2.5 X 14.827 1.000 120 37.198 to 14.827 2.000 * * Fixed Loss = 2 CR 46.100 0.0 2.635 15.827 0 0.0 Vet = 0 0.0 CR 0.0 39.198 K Factor = 0 H2 46.100 0.0 2.5 X 14.827 1.000 120 37.198 to 14.827 2.000 * * Fixed Loss = 2 CR 46.100 0.0 2.635 15.827 0 0.0 Vet = 0 CR 46.100 0.0 6 38.333 120 39.198 to 16.393 SP1 8.250 0.0 6.357 38.333 0 -0.001 Vet = 0 SPI 8.250 0.0 6 X 31.433 74.333 120 55.590 to 2V 25.147 69.153 0.0 SP2 8.250 0.0 6.357 B 12.573 143.486 0 0.0 Vet = 0 SP2 8.250 0.0 6 9V 113.16 252.750 120 55.590 to 113.160 0.0 SP3 8.250 0.0 6.357 365.910 0 0.0 Vet = 0 SP3 8.250 300.43 6 5V 62.867 23.750 120 55.590 to 62.867 2.274 POC 3 300.43 6.357 86.617 0.0030 0.262 Vet = 3.04 POC 3 0.0 6 L 12.911 8.500 140 58.126 to 12.911 2.599 UG1 -3 300.43 6.16 21.411 0.0027 0.057 Vel = 3.23 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations: Hazen -Williams A&D FIRE Page 9 AVIARA EAST- GARAGE Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf UG1 -3 0.0 4 2L 23.068 238.417 150 60.782 to 23.068 0.0 UG2 -3 300.43 4.23 261.485 0.0146 3.805 Vet = 6.86 UG2 -3 0.0 4 L 11.534 89.500 150 64.587 to 11.533 0.0 UG3 -3 300.43 4.23 101.033 0.0145 1.470 Vet = 6.86 UG3 -3 0.0 8 2L 39.264 66.250 150 66.057 to 39.264 0.0 UG4 -3 300.43 7.98 105.514 0.0007 0.070 Vet = 1.93 UG4 -3 0.0 8 L 20.56 7.000 140 66.127 to E 28.468 49.028 -3.032 BKI 4 300.43 8.27 56.028 0.0006 0.035 Vet = 1.79 BK1 4 0.0 8 E 28.468 7.333 140 63.130 to 28.468 5.000 * * Fixed Loss = 5 BK2 4 300.43 8.27 35.801 0.0006 0.023 Vet = 1.79 BK2 4 0.0 8 L 20.56 7.000 140 68.153 to 20.560 3.032 UG5 -3 300.43 8.27 27.560 0.0006 0.017 Vet = 1.79 UG5 -3 0.0 8 T 52.855 48.250 150 71.202 to 52.855 0.0 SRC -3 300.43 7.98 101.105 0.0007 0.067 Vet = 1.93 250.00 Qa = 250.00 SRC 550.43 71.269 K Factor = 65.20 H3 33.833 0.0 2.5 X 14.827 1.000 120 42.510 to 14.827 2.000 * * Fixed Loss = 2 DR 33.833 0.0 2.635 15.827 0 0.0 Vet = 0 DR 33.833 0.0 6 26.000 120 44.510 to 11.080 5P4 8.250 0.0 6.357 26.000 0 0.0 Vet = 0 5P4 8.250 0.0 6 2.583 120 55.590 to 0.0 SP2 8.250 0.0 6.357 2.583 0 0.0 Vet = 0 0.0 SP2 0.0 55.590 K Factor = 0 H4 33.833 0.0 2.5 X 14.827 1.000 120 42.370 to 14.827 2.000 * * Fixed Loss = 2 AR 33.833 0.0 2.635 15.827 0 0.0 Vet = 0 AR 33.833 0.0 6 1.000 120 44.370 to 4.367 A3 23.750 0.0 6.357 1.000 0 0.0 Vet = 0 A3 23.750 0.0 6 10.083 120 48.737 to 4.133 A2 14.208 0.0 6.357 10.083 0 0.0 Vet = 0 A2 14.208 0.0 6 X 31.433 7.208 120 52.870 to 31.433 2.364 SP5 8.750 0.0 6.357 38.641 0 0.0 Vet = 0 SP5 8.750 300.43 6 X 31.433 2.417 120 55.234 to V 12.573 44.006 0.217 SP3 8.250 300.43 6.357 46.423 0.0030 0.139 Vet = 3.04 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations: Hazen-Williams A&D FIRE Page 10 AVIARA EAST - GARAGE Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes ****** Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 SP3 300.43 55.590 K Factor = 40.29 A4 34.833 0.0 6 1.000 120 43.937 to 0.433 AR 33.833 0.0 6.357 1.000 0 0.0 Vel = 0 0.0 AR 0.0 44.370 K Factor = 0 Al 4 300.43 6 4.000 120 57.279 to -2.057 SP5 8.750 300.43 6.357 4.000 0.0030 0.012 Vel = 3.04 0.0 SP5 300.43 55.234 K Factor = 40.42 UG2 -3 0.0 4 T 29.067 6.000 140 64.587 to 29.067 -2.599 FDC 3 0.0 4.1 35.067 0 0.0 Vel = 0 0.0 FDC 0.0 61.988 K Factor =O Computer Programs by Hydratec Inc. Revision: 50.54.4 L7j A Division of The Hiller companies, Inc. San Diego, CA I Los Angeles, CA I Salt Lake City, UT I Spokane, WA A&D FIRE 1601 W. Orangewood Ave Orange, CA 92868 714-634-3923 Job Name : AVIARA EAST Drawing : FP-1.0 Location : Area 1 Unit Remote Area : I Contract Data File : LAF274_AE_1-3_AREA 1 UNIT CALC.WXF Computer Programs by Hydratec Inc. Revision: 50.54.4 Water Supply Curve A&D FIRE Page AVIARA EAST Date City Water Supply: Demand: Cl - Static Pressure : 114 Dl - Elevation : 11.171 C2 - Residual Pressure: 99 02 - System Flow : 72.961 C2 - Residual Flow : 8000 D2 - System Pressure : 49.773 Hose ( Demand) D3 - System Demand : 72.961 Safety Margin : 64.225 150 140 130 p120 cr R° - _________ C2 E 100 - -_ 90 80 u 70 D2 R6° E5° 40 30 20 10 DT — . .. 1000 2000 3000 4000 5000 6000 7000 8000 9000 FLOW (N "1.85) Computer Programs by Hydratec Inc. Revision: 50.54.4 Fittings Used Summary A&D FIRE Page 2 AVIARA EAST Date Fitting Legend Abbrev. Name % 1'. 1 1% 1'/4 2 21/2 3 3% 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13ButterflyValve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 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 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 N CPVC9OEllHarveI-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0. CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139O' Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 V 90' Ell Firelock#001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 4.5 5.1 0 0 0 0 0 X 90'Tee-BranchFireIock002 0 0 0 0 0 8.5 10.8 13 0 16 21 25 33 9.3 11 0 0 0 0 0 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 Schad 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 Schad 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.54.4 Flow Summary - NFPA A&D FIRE Page 3 AVIARA EAST Date SUPPLY ANAL YSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure FDC 114.0 99 8000.0 113.997 72.96 49.773 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 300 28.792 4.9 12.04 17.0 0.1 170 301 28.792 15.5 302 29.792 16.3 303 28.792 21.63 304 28.792 21.74 305 28.792 21.82 306 28.792 21.84 307 28.792 22.13 308 28.792 22.48 309 28.792 22.85 310 28.792 23.33 TOR 0.0 50.24 BOR 0.0 50.53 311 29.792 4.9 12.76 17.5 0.1 170 312 29.792 4.9 15.34 19.19 0.1 170 313 29.792 20.11 314 29.792 20.14 315 29.792 4.9 15.46 19.27 0.1 170 Hi 46.1 28.76 H2 46.1 28.76 CR 46.1 30.76 SP1 8.25 47.15 SP2 8.25 47.15 SP3 8.25 47.15 POC 3.0 49.44 UGi -3.0 52.04 UG2 -3.0 52.32 UG3 -3.0 52.32 UG4 -3.0 52.32 BKi 4.0 49.29 BK2 4.0 54.29 UG5 -3.0 57.32 SRC -3.0 57.32 H3 33.833 34.07 DR 33.833 36.07 SP4 8.25 47.15 H4 33.833 34.05 AR 33.833 36.05 A3 23.75 40.41 A2 14.208 44.55 SP5 8.75 46.92 A4 34.833 35.61 Computer Programs by Hydratec Inc. Revision: 50.54.4 Flow Summary - NFPA A&D FIRE Page 4 AVIARA EAST Date NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes Al 3.0 49.41 FDC 3.0 49.77 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations: Hazen-Williams A&D FIRE Page 5 AVIARA EAST Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 300 28.792 4.90 17.00 1 N 7.0 0.500 150 12.037 to EqI 61.201 68.201 0.0 301 28.792 17.0 1.101 68.701 0.0504 3.460 Vel = 5.73 301 28.792 0.0 1 2N 14.0 10.583 150 15.497 to 14.000 -0.433 302 29.792 17.0 1.101 24.583 0.0504 1.238 Vel = 5.73 302 29.792 17.50 1 2N 14.0 7.250 150 16.302 to 0 5.0 19.000 0.433 303 28.792 34.5 1.101 26.250 0.1866 4.898 Vel = 11.63 303 28.792 0.0 2 10.083 150 21.633 to 0.0 304 28.792 34.5 2.003 10.083 0.0101 0.102 Vel = 3.51 304 28.792 0.0 2 8.000 150 21.735 to 0.0 305 28.792 34.5 2.003 8.000 0.0101 0.081 Vel = 3.51 305 28.792 0.0 2 2.417 150 21.816 to 0.0 306 28.792 34.5 2.003 2.417 0.0103 0.025 Vel = 3.51 306 28.792 38.46 2 7.250 150 21.841 to 0.0 307 28.792 72.96 2.003 7.250 0.0404 0.293 Vel = 7.43 307 28.792 0.0 2 8.542 150 22.134 to 0.0 308 28.792 72.96 2.003 8.542 0.0405 0.346 Vel = 7.43 308 28.792 0.0 2 9.083 150 22.480 to 0.0 309 28.792 72.96 2.003 9.083 0.0404 0.367 Vel = 7.43 309 28.792 0.0 2 12.000 150 22.847 to 0.0 310 28.792 72.96 2.003 12.000 0.0404 0.485 Vel = 7.43 310 28.792 0.0 2 4E 24.613 314.208 120 23.332 to 24.613 12.470 TOR 0 72.96 2.157 338.821 0.0426 14.438 Vel = 6.41 TOR 0 0.0 3 E 9.408 6.000 120 50.240 to B 13.44 44.351 0.0 BOR 0 72.96 3.26 S 21.503 50.351 0.0057 0.287 Vel = 2.80 BOR 0 0.0 3 E 9.408 1.000 120 50.527 to T 20.159 29.567 -10.286 A3 23.750 72.96 3.26 30.567 0.0057 0.174 Vel = 2.80 0.0 A3 72.96 40.415 KFactor= 11.48 311 29.792 4.90 17.50 1 0 5.0 0.500 150 12.757 to EqI 61.201 66.201 0.0 302 29.792 17.5 1.101 66.701 0.0531 3.545 Vel = 5.90 0.0 302 17.50 16.302 K Factor = 4.33 312 29.792 4.90 19.19 1 2N 14.0 0.500 150 15.340 to EqI 61.201 75.201 0.0 313 29.792 19.19 1.101 75.701 0.0630 4.772 Vel = 6.47 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations: Hazen-Williams A&D FIRE Page 6 AVIARA EAST Date Nodel Elevi K Qa Nom Fitting Pipe cFact Pt to or Ftngs Pe Notes Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 313 29.792 0.0 1 0.500 150 20.112 to 0.0 314 29.792 19.19 1.101 0.500 0.0640 0.032 Vel = 6.47 314 29.792 19.27 1 5.542 150 20.144 to 0.433 306 28.792 38.46 1.101 5.542 0.2281 1.264 Vel = 12.96 0.0 306 38.46 21.841 K Factor = 8.23 315 29.792 4.90 19.27 1 N 7.0 0.500 150 15.463 to 0 5.0 73.201 0.0 314 29.792 19.27 1.101 EgI 61.201 73.701 0.0635 4.681 Vel = 6.49 0.0 314 19.27 20.144 K Factor = 4.29 Hi 46.100 0.0 2.5 X 14.827 1.000 120 28.756 to 14.827 2.000 * * Fixed Loss = 2 CR 46.100 0.0 2.635 15.827 0 0.0 Vel = 0 0.0 CR 0.0 30.756 K Factor = 0 H2 46.100 0.0 2.5 X 14.827 1.000 120 28.756 to 14.827 2.000 * * Fixed Loss = 2 CR 46.100 0.0 2.635 15.827 0 0.0 Vel = 0 CR 46.100 0.0 6 38.333 120 30.756 to 16.393 SPI 8.250 0.0 6.357 38.333 0 0.0 Vel = 0 SPI 8.250 0.0 6 X 31.433 74.333 120 47.149 to • 2V 25.147 69.153 0.0 SP2 8.250 0.0 6.357 B 12.573 143.486 0 0.0 Vel = 0 5P2 8.250 0.0 6 9V 113.16 252.750 120 47.149 to 113.160 0.0 SP3 8.250 0.0 6.357 365.910 0 0.0 Vel = 0 SP3 8.250 72.96 6 5V 62.867 23.750 120 47.149 to 62.867 2.274 POC 3 72.96 6.357 86.617 0.0002 0.019 Vel = 0.74 POC 3 0.0 6 L 12.911 8.500 140 49.442 to 12.911 2.599 UGI -3 72.96 6.16 21.411 0.0001 0.003 Vel = 0.79 UG1 -3 0.0 4 2L 23.068 238.417 150 52.044 to 23.068 0.0 UG2 -3 72.96 4.23 261.485 0.0011 0.278 Vel = 1.67 UG2 -3 -72.96 4 L 11.534 89.500 150 52.322 to 11.533 0.0 UG3 -3 0.0 4.23 101.033 0 0.0 Vel = 0 UG3 -3 0.0 8 2L 39.264 66.250 150 52.322 to 39.264 0.0 UG4 -3 0.0 7.98 105.514 0 0.0 Vel = 0 UG4 -3 0.0 8 L 20.56 7.000 140 52.322 to E 28.468 49.028 -3.032 BKI 4 0.0 8.27 56.028 0 0.0 Vel = 0 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations: Hazen-Williams A&D FIRE Page 7 AVIARA EAST Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf BK1 4 0.0 8 E 28.468 7.333 140 49.290 to 28.468 5.000 * * Fixed Loss = 5 BK2 4 0.0 8.27 35.801 0 0.0 Vel = 0 BK2 4 0.0 8 L 20.56 7.000 140 54.290 to 20.560 3.032 UG5 -3 0.0 8.27 27.560 0 0.0 Vel = 0 UG5 -3 0.0 8 T 52.855 48.250 150 57.322 to 52.855 0.0 SRC -3 0.0 7.98 101.105 0 0.0 Vel = 0 0.0 SRC 0.0 57.322 K Factor = 0 H3 33.833 0.0 2.5 X 14.827 1.000 120 34.069. to 14.827 2.000 * * Fixed Loss = 2 DR 33.833 0.0 2.635 15.827 0 0.0 Vel = 0 DR 33.833 0.0 6 26.000 120 36.069 to 11.080 5P4 8.250 0.0 6.357 26.000 0 0.0 Vel = 0 SP4 8.250 0.0 6 2.583 120 47.149 to 0.0 SP2 8.250 0.0 6.357 2.583 0 0.0 Vel = 0 0.0 5P2 0.0 47.149 K Factor = 0 H4 33.833 0.0 2.5 X 14.827 1.000 120 34.048 to 14.827 2.000 * * Fixed Loss = 2 AR 33.833 0.0 2.635 15.827 0 0.0 Vel = 0 AR 33.833 0.0 6 1.000 120 36.048 to 4.367 A3 23.750 0.0 6.357 1.000 0 0.0 Vel = 0 A3 23.750 72.96 6 10.083 120 40.415 to 4.133 A2 14.208 72.96 6.357 10.083 0.0002 0.002 Vel = 0.74 A2 14.208 0.0 6 X 31.433 7.208 120 44.550 to 31.433 2.364 SP5 8.750 72.96 6.357 38.641 0.0002 0.008 Vel = 0.74 5P5 8.750 0.0 6 X 31.433 2.417 120 46.922 to V 12.573 44.006 0.217 SP3 8.250 72.96 6.357 46.423 0.0002 0.010 Vel = 0.74 0.0 SP3 72.96 47.149 K Factor= 10.63 A4 34.833 0.0 6 1.000 120 35.615 to 0.433 AR 33.833 0.0 6.357 1.000 0 0.0 Vel = 0 0.0 AR 0.0 36.048 K Factor = 0 Al 3 0.0 6 4.000 120 49.412 to -2.490 SPS 8.750 0.0 6.357 4.000 0 0.0 Vel = 0 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations: Hazen-Williams A&D FIRE Page 8 AVIARA EAST Date Node 1 Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes ****** Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 SP5 0.0 46.922 K Factor = 0 UG2 -3 72.96 4 T 29.067 6.000 140 52.322 to 29.067 -2.599 FDC 3 72.96 4.1 35.067 0.0014 0.050 Vel = 1.77 0.0 FDC 72.96 49.773 K Factor= 10.34 Computer Programs by Hydratec Inc. Revision: 50.54.4 'ULi H A Division of The Huller companies, Inc. San Diego, CA I Los Angeles, CA I Salt Lake City, UT I Spokane, WA A&D FIRE 1601 W. Orangewood Ave Orange, CA 92868 714-634-3923 Job Name : AVIARA EAST Drawing Location Remote Area Contract Data File : LAF274_AE_L3_AREA 2 CORRIDOR CALC.WXF Computer Programs by Hydratec Inc. Revision: 50.54.4 Water Supply Curve A&D FIRE Page AVIARA EAST Date City Water Supply: Demand: Cl - Static Pressure : 114 Dl - Elevation : 11.171 C2 - Residual Pressure: 99 D2 - System Flow : 242.774 C2 - Residual Flow : 8000 D2 - System Pressure : 89.615 Hose ( Demand) 03 - System Demand : 242.774 Safety Margin : 24.362 150 140 130 120 t'r R0 C2 E 100 D2 .- 90 S80 u 70 R6° E5° 40 30 20 - _______ 10 DT - . .. 1000 2000 3000 4000 5000 6000 7000 8000 9000 FLOW (N "1.85) Computer Programs by Hydratec Inc. Revision: 50.54.4 Fillings Used Summary A&D FIRE Page 2 AVIARA EAST Date Fitting Legend Abbrev. Name % % 1 1% 1% 2 2% 3 3'!, 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13ButterflyValve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 139OStandardElbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139O Flow (hruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 V SO' Ell Firelock#001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 4.5 5.1 0 0 0 0 0 X 90'Tee-BranchFirelockO02 0 0 0 0 0 8.5 10.8 13 0 16 21 25 33 9.3 11 0 0 0 0 0 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 Schad 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.54.4 4 Flow Summary - NFPA A&D FIRE Page 3 AVIARA EAST Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure FDC 114.0 99 8000.0 113.977 242.77 89.615 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 316 28.792 5.6 12.76 20.0 317 28.792 5.6 13.35 20.46 318 28.792 5.6 13.35 20.46 319 28.792 5.6 13.35 20.46 320 28.792 5.6 13.35 20.46 321 28.792 5.6 13.35 20.46 322 28.792 5.6 13.35 20.46 300 28.792 18.67 301 28.792 18.67 302 29.792 18.23 303 28.792 18.67 304 28.792 18.67 305 28.792 19.79 306 28.792 20.12 307 28.792 21.14 308 28.792 22.34 309 28.792 23.61 310 28.792 25.29 TOR 0.0 87.75 BOR 0.0 88.74 311 29.792 18.23 312 29.792 19.69 313 29.792 19.69 314 29.792 19.69 315 29.792 19.69 Hi 46.1 67.45 H2 46.1 67.45 CR 46.1 69.45 SPi 8.25 85.84 SP2 8.25 85.84 SP3 8.25 85.84 POC 3.0 88.18 UGI -3.0 90.8 UG2 -3.0 91.76 UG3 -3.0 91.57 UG4 -3.0 91.56 BKI 4.0 88.52 BK2 4.0 93.52 UG5 -3.0 96.55 SRC -3.0 96.54 100.0 H3 33.833 72.76 DR 33.833 74.76 0.1 200 0.1 200 0.1 200 0.1 200 0.1 200 0.1 200 0.1 200 Computer Programs by Hydratec Inc. Revision: 50.54.4 Flow Summary - NFPA A&D FIRE Page AVIARA EAST Date NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes SP4 8.25 85.84 H4 33.833 72.69 AR 33.833 74.69 A3 23.75 79.06 A2 14.208 83.2 5P5 8.75 85.59 A4 34.833 74.26 Al 3.0 88.08 FDC 3.0 89.61 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations: Hazen-Williams A&D FIRE Page 5 AVIARA EAST Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 316. 28.792 5.60 20.00 1 2N 14.0 11.667 150 12.755 to EqI 61.201 75.201 0.0 304 28.792 20.0 1.101 86.868 0.0680 5.911 Vel = 6.74 0.0 304 20.00 18.666 K Factor = 4.63 317 28.792 5.60 20.46 1 N 7.0 1.667 150 13.352 to 0 5.0 73.201 0.0 304 28.792 20.46 1.101 EqI 61.201 74.868 0.0710 5.314 Vel = 6.89 0.0 304 20.46 18.666 K Factor = 4.74 318 28.792 5.60 20.46 1 N 7.0 1.667 150 13.352 to 0 5.0 73.201 0.0 304 28.792 20.46 1.101 EqI 61.201 74.868 0.0710 5.314 Vel = 6.89 0.0 304 20.46 18.666 KFactor= 4.74 319 28.792 5.60 20.46 1 N 7.0 1.667 150 13.352 to 0 5.0 73.201 0.0 304 28.792 20.46 1.101 EqI 61.201 74.868 0.0710 5.314 Vel = 6.89 0.0 304 20.46 18.666 K Factor = 4.74 320 28.792 5.60 20.46 1 N 7.0 1.667 150 13.352 to 0 5.0 73.201 0.0 304 28.792 20.46 1.101 EqI 61.201 74.868 0.0710 5.314 Vel = 6.89 0.0 304 20.46 18.666 K Factor = 4.74 321 28.792 5.60 20.46 1 N 7.0 1.667 150 13.352 to 0 5.0 73.201 0.0 304 28.792 20.46 1.101 EqI 61.201 74.868 0.0710 5.314 Vel = 6.89 0.0 304 20.46 18.666 K Factor = 4.74 322 28.792 5.60 20.46 1 N 7.0 1.667 150 13.352 to 0 5.0 73.201 0.0 304 28.792 20.46 1.101 EqI 61.201 74.868 0.0710 5.314 Vel = 6.89 0.0 304 20.46 18.666 KFactor= 4.74 300 28.792 0.0 1 N 7.0 0.500 150 18.666 to 7.000 0.0 301 28.792 0.0 1.101 7.500 0 0.0 Vel = 0 301 28.792 0.0 1 2N 14.0 10.583 150 18.666 to 14.000 -0.433 302 29.792 0.0 1.101 24.583 0 0.0 Vel = 0 302 29.792 0.0 1 2N 14.0 7.250 150 18.233 to 0 5.0 19.000 0.433 303 28.792 0.0 1.101 26.250 0 0.0 Vel = 0 303 28.792 0.0 2 10.083 150 18.666 to 0.0 304 28.792 0.0 2.003 10.083 0 0.0 Vel = 0 -- - . Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations: Hazen-Williams A&D FIRE Page 6 AVIARA EAST Date Nodel Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes ****** Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 304 28.792 142.77 2 8.000 150 18.666 to 0.0 305 28.792 142.77 2.003 8.000 0.1400 1.120 Vet = 14.54 305 28.792 0.0 2 2.417 150 19.786 to 0.0 306 28.792 142.77 2.003 2.417 0.1403 0.339 Vet = 14.54 306 28.792 0.0 2 7.250 150 20.125 to 0.0 307 28.792 142.77 2.003 7.250 0.1400 1.015 Vet = 14.54 307 28.792 0.0 2 8.542 150 21.140 to 0.0 308 28.792 142.77 2.003 8.542 0.1400 1.196 Vet = 14.54 308 28.792 0.0 2 9.083 150 22.336 to 0.0 309 28.792 142.77 2.003 9.083 0.1400 1.272 Vet = 14.54 309 28.792 0.0 2 12.000 150 23.608 to 0.0 310 28.792 142.77 2.003 12.000 0.1401 1.681 Vet = 14.54 310 28.792 0.0 2 4E 24.613 314.208 120 25.289 to 24.613 12.470 TOR 0 142.77 2.157 338.821 0.1475 49.989 Vet = 12.54 TOR 0 0.0 3 E 9.408 6.000 120 87.748 to B 13.44 44.351 0.0 BOR 0 142.77 3.26 S 21.503 50.351 0.0197 0.994 Vet = 5.49 BOR 0 0.0 3 E 9.408 1.000 120 88.742 to T 20.159 29.567 -10.286 A3 23.750 142.77 3.26 30.567 0.0197 0.603 Vet = 5.49 0.0 A3 142.77 79.059 K Factor = 16.06 311 29.792 0.0 1 0 5.0 0.500 150 18.233 to 5.000 0.0 302 29.792 0.0 1.101 5.500 0 0.0 Vet = 0 0.0 302 0.0 18.233 K Factor = 0 312 29.792 0.0 1 2N 14.0 0.500 150 19.692 to 14.000 0.0 313 29.792 0.0 1.101 14.500 0 0.0 Vel = 0 313 29.792 0.0 1 0.500 150 19.692 to 0.0 314 29.792 0.0 1.101 0.500 0 0.0 Vel = 0 314 29.792 0.0 1 5.542 150 19.692 to 0.433 306 28.792 0.0 1.101 5.542 0 0.0 Vet = 0 0.0 306 0.0 20.125 K Factor =0 315 29.792 0.0 1 N 7.0 0.500 150 19.692 to 0 5.0 12.000 0.0 314 29.792 0.0 1.101 12.500 0 0.0 Vet = 0 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations: Hazen-Williams A&D FIRE Page 7 AVIARA EAST Date Nodel Elevi K Qa Nom Fitting Pipe cFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 314 0.0 19.692 K Factor =0 HI 46.100 0.0 2.5 X 14.827 1.000 120 67.452 to 14.827 2.000 * * Fixed Loss = 2 CR 46.100 0.0 2.635 15.827 0 0.0 Vel = 0 0.0 CR 0.0 69.452 K Factor = 0 H2 46.100 0.0 2.5 X 14.827 1.000 120 67.452 to 14.827 2.000 * * Fixed Loss = 2 CR 46.100 0.0 2.635 15.827 0 0.0 Vel = 0 CR 46.100 0.0 6 38.333 120 69.452 to 16.393 SF1 8.250 0.0 6.357 38.333 0 0.0 Vel = 0 SF1 8.250 0.0 6 X 31.433 74.333 120 85.845 to 2V 25.147 69.153 0.0 SP2 8.250 0.0 6.357 B 12.573 143.486 0 0.0 Vel = 0 5P2 8.250 0.0 6 9V 113.16 252.750 120 85.845 to 113.160 0.0 SF3 8.250 0.0 6.357 365.910 0 0.0 Vel = 0 SF3 8.250 142.77 6 5V 62.867 23.750 120 85.845 to 62.867 2.274 POC 3 142.77 6.357 86.617 0.0008 0.066 Vel = 1.44 POC 3 0.0 6 L 12.911 8.500 140 88.185 to 12.911 2.599 UG1 -3 142.77 6.16 21.411 0.0007 0.014 Vel = 1.54 UG1 -3 0.0 4 2L 23.068 238.417 150 90.798 to 23.068 0.0 UG2 -3 142.77 4.23 261.485 0.0037 0.960 Vel = 3.26 UG2 -3 -242.77 4 L 11.534 89.500 150 91.758 to 11.533 0.0 UG3 -3 -100.0 4.23 101.033 -0.0019 -0.192 Vel = 2.28 UG3 -3 0.0 8 2L 39.264 66.250 150 91.566 to 39.264 0.0 UG4 -3 -100.0 7.98 105.514 -0.0001 -0.009 Vel = 0.64 UG4 -3 0.0 8 L 20.56 7.000 140 91.557 to E 28.468 49.028 -3.032 BKI 4 -100.0 8.27 56.028 -0.0001 -0.004 Vel = 0.60 BKI 4 0.0 8 E 28.468 7.333 140 88.521 to 28.468 5.000 * * Fixed Loss = 5 BK2 4 -100.0 8.27 35.801 -0.0001 -0.003 Vel = 0.60 BK2 4 0.0 8 L 20.56 7.000 140 93.518 to 20.560 3.032 UGS -3 -100.0 8.27 27.560 -0.0001 -0.003 Vel = 0.60 UG5 -3 0.0 8 T 52.855 48.250 150 96.547 to 52.855 0.0 SRC -3 -100.0 7.98 101.105 -0.0001 -0.008 Vel = 0.64 100.00 Qa= 100.00 SRC 0.0 96.539 K Factor = 0 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations: Hazen-Williams A&D FIRE Page 8 AVIARA EAST Date Nodel Etevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Etev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H3 33.833 0.0 2.5 X 14.827 1.000 120 72.765 to 14.827 2.000 * * Fixed Loss = 2 DR 33.833 0.0 2.635 15.827 0 0.0 Vet = 0 DR 33.833 0.0 6 26.000 120 74.765 to 11.080 SP4 8.250 0.0 6.357 26.000 0 0.0 Vet = 0 5P4 8.250 0.0 6 2.583 120 85.845 to 0.0 SP2 8.250 0.0 6.357 2.583 0 0.0 Vet = 0 0.0 SP2 0.0 85.845 K Factor = 0 H4 33.833 0.0 2.5 X 14.827 1.000 120 72.692 to 14.827 2.000 * * Fixed Loss = 2 AR 33.833 0.0 2.635 15.827 0 0.0 Vet = 0 AR 33.833 0.0 6 1.000 120 74.692 to 4.367 A3 23.750 0.0 6.357 1.000 0 0.0 Vet = 0 A3 23.750 142.77 6 10.083 120 79.059 to 4.133 A2 14.208 142.77 6.357 10.083 0.0007 0.007 Vet = 1.44 A2 14.208 0.0 6 X 31.433 7.208 120 83.199 to 31.433 2.364 SP5 8.750 142.77 6.357 38.641 0.0008 0.030 Vet = 1.44 SP5 8.750 0.0 6 X 31.433 2.417 120 85.593 to V 12.573 44.006 0.217 5P3 8.250 142.77 6.357 46.423 0.0008 0.035 Vet = 1.44 0.0 SP3 142.77 85.845 K Factor= 15.41 A4 34.833 0.0 6 1.000 120 74.259 to 0.433 AR 33.833 0.0 6.357 1.000 0 0.0 Vet = 0 0.0 AR 0.0 74.692 K Factor = 0 Al 3 0.0 6 4.000 120 88.083 to -2.490 SP5 8.750 0.0 6.357 4.000 0 0.0 Vet = 0 0.0 SP5 0.0 85.593 K Factor = 0 UG2 -3 242.77 4 T 29.067 6.000 140 91.758 to 29.067 -2.599 FDC 3 242.77 4.1 35.067 0.0130 0.456 Vet = 5.90 0.0 FDC 242.77 89.615 K Factor= 25.65 Computer Programs by Hydratec Inc. Revision: 50.54.4 URI A Division of The Hiller companies, Inc. San Diego, CA I Los Angeles, CA I Salt Lake City, UT I Spokane, WA A&D FIRE 1601 W. ORANGEWOOD ORANGE, CA 92868 714-634-3923 Job Name : AVIARA EAST Drawing : FP-4.0 Location : L04 Remote Area : 5 Cantract Data File : LAF274_AE_AREA 5—FLAT ATTIC CALC.WXF Computer Programs by Hydratec Inc. Revision: 50.5520.727 VJ Water Supply Curve A&D FIRE Page AVIARA EAST Date City Water Supply: Demand: Cl - Static Pressure : 114 Dl - Elevation : 19.020 C2 - Residual Pressure: 99 D2 - System Flow :182.047 C2 - Residual Flow : 8000 D2 - System Pressure : 97.923 Hose (Demand) :100 03 - System Demand : 282.047 Safety Margin : 16.046 150 140 130 p120 'r R° - D2 C2 E 100 590D3 80 U 70 R6° E5° 40 30 20 DI - ., .. .. 10 .. 1000 2000 3000 4000 5000 6000 7000 8000 9000 FLOW (N A 1.85) Computer Programs by Hydratec Inc. Revision: 50.5520.727 Fittings Used Summary A&D FIRE Page 2 AVIARA EAST Date Fitting Legend Abbrev. Name ½ % 1 1% 1% 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 139OStandardElbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 N* CPVC9OEII 0 4 5 6 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVC Branch Tee 0 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 V 90' Ell Firelock#OOl 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 4.5 5.1 0 0 0 0 0 X 907ee-BranchFirelock002 0 0 0 0 0 8.5 10.8 13 0 16 21 25 33 9.3 11 0 0 0 0 0 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 fillings 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 fillings 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 Schad 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.5520.727 Flow Summary - NFPA A&D FIRE Page 3 AVIARA EAST Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 114.0 99 8000.0 113.969 282.05 97.923 NODE ANAL YSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes AT1 40.917 5.6 15.43 22.0 0.1 220 401 40.25 15.89 402 40.25 16.17 403 40.25 17.4 404 40.25 17.79 405 40.25 18.75 406 40.25 19.34 407 40.25 20.81 408 40.25 23.47 409 40.25 28.54 410 40.25 32.9 411 40.25 50.09 412 40.25 52.15 413 40.25 55.45 414 40.25 57.98 415 40.25 61.38 TOR 40.25 69.27 BOR 30.833 74.91 AT5 40.917 5.6 15.47 22.03 0.1 220 418 40.25 15.93 AT2 40.917 5.6 15.67 22.17 0.1 220 AT6 40.917 5.6 15.7 22.19 0.1 220 419 40.25 16.15 416 40.25 16.13 AT7 40.917 5.6 17.45 23.39 0.1 220 420 40.25 17.93 417 40.25 17.4 AT3 40.917 5.6 16.93 23.04 0.1 220 AT4 40.917 5.6 17.31 23.3 0.1 220 AT8 40.917 5.6 18.26 23.93 0.1 220 421 40.25 16.99 422 40.25 18.79 423 40.25 18.73 424 40.25 19.29 425 40.25 19.37 422B 40.25 25.24 426 40.25 28.99 431 40.25 28.99 427 40.25 29.71 428 40.25 29.83 429 40.25 33.78 429B 40.25 41.11 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Flow Summary - NFPA A&D FIRE Page 4 AVIARA EAST Date NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 430 40.25 42.07 432E 40.25 52.45 432B 40.25 30.77 432 40.25 41.69 433 40.25 45.03 436 40.25 46.03 4320 40.25 46.89 435 40.25 51.12 434 40.25 46.03 422C 40.25 25.75 432C 40.25 27.76 422D 40.25 29.77 422E 40.25 30.44 422F 40.25 29.76 Hi 46.1 67.36 H2 46.1 67.36 CR 46.1 69.36 SPI 8.25 85.75 SP2 8.25 85.75 SP3 8.25 85.75 POC 3.0 88.13 UGI -3.0 90.75 UG2 -3.0 92.26 UG3 -3.0 92.84 UG4 -3.0 92.87 BKI 4.0 89.85 BK2 4.0 94.86 UGS -3.0 97.9 SRC -3.0 97.92 100.0 H3 33.833 72.67 DR 33.833 74.67 SP4 8.25 85.75 A4 30.833 75.86 A3 23.75 78.93 A2 14.208 83.07 SPS 8.75 85.48 Al 3.0 87.97 FDC 3.0 89.66 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen-Williams A&D FIRE Page 5 AVIARA EAST Date Nodel Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes ****** Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf AT1 40.917 5.60 22.00 1.25 N 6.0 0.500 150 15.434 to 6.000 0.289 401 40.250 22.0 1.394 6.500 0.0257 0.167 Vel = 4.62 401 40.250 -7.07 1.25 2N 12.0 10.583 150 15.890 to 12.000 0.0 402 40.250 14.93 1.394 22.583 0.0125 0.283 Vel = 3.14 402 40.250 16.07 1.25 2N 12.0 7.250 150 16.173 to 0 6.0 18.000 0.0 403 40.250 31.0 1.394 25.250 0.0485 1.225 Vel = 6.52 403 40.250 -3.65 1.25 10.083 150 17.398 to 0.0 404 40.250 27.35 1.394 10.083 0.0385 0.388 Vel = 5.75 404 40.250 23.29 1.25 8.000 150 17.786 to 0.0 405 40.250 50.64 1.394 8.000 0.1202 0.962 Vel = 10.65 405 40.250 23.94 1.25 2.417 150 18.748 to 0.0 406 40.250 74.58 1.394 2.417 0.2462 0.595 Vel = 15.68 406 40.250 -7.47 1.25 7.250 150 19.343 to 0.0 407 40.250 67.11 1.394 7.250 0.2023 1.467 Vel = 14.11 407 40.250 17.52 1.25 8.542 150 20.810 to 0.0 408 40.250 84.63 1.394 8.542 0.3111 2.657 Vel = 17.79 408 40.250 31.48 1.25 9.083 150 23.467 to 0.0 409 40.250 116.11 1.394 9.083 0.5582 5.070 Vel = 24.41 409 40.250 -24.05 1.25 12.000 150 28.537 to 0.0 410 40.250 92.06 1.394 12.000 0.3634 4.361 Vel = 19.35 410 40.250 -34.46 1.25 2N 12.0 94.698 150 32.898 to 0 6.0 18.000 0.0 411 40.250 57.6 1.394 112.698 0.1526 17.196 Vel= 12.11 411 40.250 0.0 1.25 0 6.0 7.500 150 50.094 to 6.000 0.0 412 40.250 57.6 1.394 13.500 0.1526 2.060 VeI= 12.11 412 40.250 40.01 1.25 0 6.0 2.146 150 52.154 to 6.000 0.0 413 40.250 97.61 1.394 8.146 0.4049 3.298 Vel = 20.52 413 40.250 0.0 1.25 6.240 150 55.452 to 0.0 414 40.250 97.61 1.394 6.240 0.4050 2.527 Vel = 20.52 414 40.250 84.44 2 0 10.0 5.510 150 57.979 to 10.000 0.0 415 40.250 182.05 2.003 15.510 0.2195 3.405 Vel = 18.54 415 40.250 0.0 2 4E 24.613 9.500 120 61.384 to 24.613 0.0 TOR 40.250 182.05 2.157 34.113 0.2313 7.890 Vel = 15.98 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen-Williams A&D FIRE Page 6 AVIARA EAST Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf TOR 40.250 0.0 3 E 9.408 6.000 120 69.274 to B 13.44 44.351 4.078 BOR 30.833 182.05 3.26 S 21.503 50.351 0.0309 1.558 Vet = 7.00 BOR 30.833 0.0 3 E 9.408 1.000 120 74.910 to T 20.159 29.567 0.0 A4 30.833 182.05 3.26 30.567 0.0309 0.946 Vet = 7.00 0.0 A4 182.05 75.856 K Factor= 20.90 AT5 40.917 5.60 22.03 1.25 0 6.0 0.500 150 15.471 to 6.000 0.289 418 40.250 22.03 1.394 6.500 0.0258 0.168 Vet = 4.63 418 40.250 -29.10 1.25 12.000 150 15.928 to 0.0 401 40.250 -7.07 1.394 12.000 -0.0032 -0.038 Vet = 1.49 0.0 401 -7.07 15.890 KFactor= -1.77 AT2 40.917 5.60 22.17 1.25 0 6.0 0.500 150 15.667 to 6.000 0.289 416 40.250 22.17 1.394 6.500 0.0260 0.169 Vet = 4.66 0.0 416 22.17 16.125 K Factor = 5.52 AT6 40.917 5.60 22.19 1.25 0 6.0 0.500 150 15.695 to 6.000 0.289 419 40.250 22.19 1.394 6.500 0.0262 0.170 Vet = 4.66 419 40.250 -28.29 1.25 12.000 150 16.154 to 0.0 416 40.250 -6.1 1.394 12.000 -0.0024 -0.029 Vet = 1.28 416 40.250 22.17 1.25 3.333 150 16.125 to 0.0 402 40.250 16.07 1.394 3.333 0.0144 0.048 Vet = 3.38 0.0 402 16.07 16.173 KFactor= 4.00 AT7 40.917 5.60 23.39 1.25 0 6.0 0.500 150 17.452 to 6.000 0.289 420 40.250 23.39 1.394 6.500 0.0288 0.187 Vet = 4.92 420 40.250 -50.09 1.25 14.250 150 17.928 to 0.0 417 40.250 -26.7 1.394 14.250 -0.0368 -0.524 Vet = 5.61 417 40.250 23.05 1.25 0 6.0 0.167 150 17.404 to 6.000 0.0 403 40.250 -3.65 1.394 6.167 -0.0010 -0.006 Vet = 0.77 0.0 403 -3.65 17.398 K Factor= -0.88 AT3 40.917 5.60 23.04 1.25 0 6.0 0.500 150 16.932 to 6.000 0.289 417 40.250 23.04 1.394 6.500 0.0282 0.183 Vet = 4.84 I Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen-Williams A&D FIRE Page 7 AVIARA EAST Date Nodel Elevi K Qa Nom Fitting Pipe cFact Pt to or Ftngs Pe ******* Notes Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 417 23.04 17.404 K Factor = 5.52 AT4 40.917 5.60 23.30 1.25 0 6.0 0.500 150 17.311 to 6.000 0.289 404 40.250 23.3 1.394 6.500 0.0286 0.186 Vel = 4.90 0.0 404 23.30 17.786 K Factor = 5.52 AT8 40.917 5.60 23.93 1.25 0 6.0 0.500 150 18.264 to 6.000 0.289 405 40.250 23.93 1.394 6.500 0.0300 0.195 Vel = 5.03 0.0 405 23.93 18.748 K Factor = 5.53 418 40.250 29.10 1.25 N 6.0 18.729 150 15.928 to 6.000 0.0 421 40.250 29.1 1.394 24.729 0.0431 1.067 Vel = 6.12 0.0 421 29.10 16.995 K Factor = 7.06 420 40.250 50.09 1.25 6.833 150 17.928 to 0.0 423 40.250 50.09 1.394 6.833 0.1178 0.805 Vel = 10.53 0.0 423 50.09 18.733 K Factor = 11.57 419 40.250 28.28 1.25 2N 12.0 8.542 150 16.154 to 12.000 0.0 421 40.250 28.28 1.394 20.542 0.0409 0.841 Vel = 5.94 421 40.250 29.10 1.25 0 6.0 5.833 150 16.995 to 6.000 0.0 422 40.250 57.38 1.394 11.833 0.1515 1.793 Vel = 12.06 422 40.250 -65.94 1.25 0 6.0 6.250 150 18.788 to 6.000 0.0 423 40.250 -8.56 1.394 12.250 -0.0045 -0.055 Vel = 1.80 423 40.250 50.09 1.25 0 6.0 0.667 150 18.733 to 6.000 0.0 424 40.250 41.53 1.394 6.667 0.0832 0.555 Vel = 8.73 424 40.250 -31.48 1.25 0 6.0 8.000 150 19.288 to 6.000 0.0 425 40.250 10.05 1.394 14.000 0.0061 0.085 Vel = 2.11 425 40.250 -17.52 1.25 0 6.0 2.729 150 19.373 to 6.000 0.0 406 40.250 -7.47 1.394 8.729 -0.0034 -0.030 Vel = 1.57 0.0 406 -7.47 19.343 K Factor = -1.70 425 40.250 17.52 1.25 2N 12.0 67.146 150 19.373 to 0 6.0 18.000 0.0 407 40.250 17.52 1.394 85.146 0.0169 1.437 Vel = 3.68 0.0 407 17.52 20.810 KFactor= 3.84 424 40.250 31.48 1.25 2N 12.0 65.729 150 19.288 to 0 6.0 18.000 0.0 408 40.250 31.48 1.394 83.729 0.0499 4.179 Vel = 6.62 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen-Williams A&D FIRE Page 8 AVIARA EAST Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 408 31.48 23.467 K Factor = 6.50 422 40.250 65.94 1.25 2N 12.0 14.896 150 18.788 to 0 6.0 18.000 0.0 422B 40.250 65.94 1.394 32.896 0.1960 6.447 Vel = 13.86 422B 40.250 -35.04 1.25 77.844 150 25.235 to 0.0 426 40.250 30.9 1.394 77.844 0.0482 3.753 Vel = 6.50 426 40.250 -28.84 1.25 0 6.0 7.521 150 28.988 to 6.000 0.0 431 40.250 2.06 1.394 13.521 0.0004 0.005 Vel = 0.43 431 40.250 -26.11 1.25 0 6.0 9.021 150 28.993 to 6.000 0.0 409 40.250 -24.05 1.394 15.021 -0.0304 -0.456 Vel = 5.06 0.0 409 -24.05 28.537 KFactor= -4.50 426 40.250 28.84 1.25 0 6.0 11.000 150 28.988 to 6.000 0.0 427 40.250 28.84 1.394 17.000 0.0425 0.722 Vel = 6.06 427 40.250 -16.75 1.25 0 6.0 8.281 150 29.710 to 6.000 0.0 428 40.250 12.09 1.394 14.281 0.0085 0.121 Vel = 2.54 428 40.250 26.11 1.25 4N 24.0 25.271 150 29.831 to 0 6.0 30.000 0.0 429 40.250 38.2 1.394 55.271 0.0714 3.945 Vel = 8.03 429 40.250 -72.67 1.25 0 6.0 8.896 150 33.776 to 6.000 0.0 410 40.250 -34.47 1.394 14.896 -0.0589 -0.878 Vel = 7.25 0.0 410 -34.47 32.898 K Factor= -6.01 429 40.250 72.66 1.25 N 6.0 25.250 150 33.776 to 6.000 0.0 429B 40.250 72.66 1.394 31.250 0.2346 7.330 Vel = 15.27 429B 40.250 -40.01 1.25 N 6.0 6.104 150 41.106 to 0 6.0 12.000 0.0 430 40.250 32.65 1.394 18.104 0.0534 0.967 Vel = 6.86 430 40.250 9.79 1.25 0 6.0 113.656 150 42.073 to 6.000 0.0 432E 40.250 42.44 1.394 119.656 0.0867 10.377 Vel = 8.92 432E 40.250 42.00 1.25 0 6.0 11.854 150 52.450 to 6.000 0.0 414 40.250 84.44 1.394 17.854 0.3097 5.529 Vel = 17.75 0.0 414 84.44 57.979 KFactor= 11.09 429B 40.250 40.01 1.25 4N 24.0 118.042 150 41.106 to 24.000 0.0 412 40.250 40.01 1.394 142.042 0.0778 11.048 Vel =8.41 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen-Williams A&D FIRE Page 9 AVIARA EAST Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 412 40.01 52.154 K Factor = 5.54 427 40.250 16.75 1.25 0 6.0 62.365 150 29.710 to 6.000 0.0 432B 40.250 16.75 1.394 68.365 0.0155 1.061 Vel = 3.52 432B 40.250 35.04 1.25 2N 12.0 75.073 150 30.771 to 12.000 0.0 432 40.250 51.79 1.394 87.073 0.1254 10.915 Vel = 10.89 432 40.250 -42.01 1.25 0 6.0 61.344 150 41.686 to 6.000 0.0 430 40.250 9.78 1.394 67.344 0.0057 0.387 Vel = 2.06 0.0 430 9.78 42.073 K Factor = 1.51 432 40.250 42.00 1.25 2N 12.0 27.323 150 41.686 to 12.000 0.0 433 40.250 42.0 1.394 39.323 0.0851 3.346 Vel = 8.83 433 40.250 -25.55 1.25 4N 24.0 42.646 150 45.032 to 24.000 0.0 436 40.250 16.45 1.394 66.646 0.0150 1.001 Vel = 3.46 436 40.250 3.46 1.25 N 6.0 34.229 150 46.033 to 6.000 0.0 432D 40.250 19.91 1.394 40.229 0.0214 0.860 Vel = 4.19 4320 40.250 0.0 1.25 8N 48.0 149.667 150 46.893 to 48.000 0.0 435 40.250 19.91 1.394 197.667 0.0214 4.227 Vel = 4.19 435 40.250 22.09 1.25 0 6.0 9.625 150 51.120 to 6.000 0.0 432E 40.250 42.0 1.394 15.625 0.0851 1.330 Vel = 8.83 0.0 432E 42.00 52.450 K Factor = 5.80 433 40.250 25.56 1.25 29.396 150 45.032 to 0.0 434 40.250 25.56 1.394 29.396 0.0340 0.998 Vel = 5.37 434 40.250 -3.47 1.25 7N 42.0 154.333 150 46.030 to 42.000 0.0 435 40.250 22.09 1.394 196.333 0.0259 5.090 Vel = 4.64 0.0 435 22.09 51.120 K Factor = 3.09 434 40.250 3.46 1.25 3.917 150 46.030 to 0.0 436 40.250 3.46 1.394 3.917 0.0008 0.003 Vel = 0.73 0.0 436 3.46 46.033 K Factor = 0.51 422B 40.250 35.04 1.25 8.490 150 25.235 to 0.0. 422C 40.250 35.04 1.394 8.490 0.0609 0.517 Vel = 7.37 422C 40.250 -19.23 1.25 N 6.0 137.781 150 25.752 to 6.000 0.0 432C 40.250 15.81 1.394 143.781 0.0140 2.008 Vel = 3.32 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen-Williams A&D FIRE Page 10 AVIARA EAST Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 432C 40.250 0.0 1.25 N 6.0 137.781 150 27.760 to 6.000 0.0 4220 40.250 15.81 1.394 143.781 0.0140 2.007 VeI= 3.32 4220 40.250 1.69 1.25 N 6.0 34.125 150 29.767 to 6.000 0.0 422E 40.250 17.5 1.394 40.125 0.0168 0.676 Vel = 3.68 422E 40.250 17.54 1.25 5.396 150 30.443 to 0.0 432B 40.250 35.04 1.394 5.396 0.0608 0.328 Vel = 7.37 0.0 432B 35.04 30.771 K Factor = 6.32 422C 40.250 19.23 1.25 4N 24.0 176.083 150 25.752 to 24.000 0.0 422F 40.250 19.23 1.394 200.083 0.0201 4.012 Vel = 4.04 422F 40.250 -17.55 1.25 N 6.0 8.688 150 29.764 to 6.000 0.0 422D 40.250 1.68 1.394 14.688 0.0002 0.003 Vel = 0.35 0.0 4220 1.68 29.767 K Factor = 0.31 422F 40.250 17.55 1.25 N 6.0 34.104 150 29.764 to 6.000 0.0 422E 40.250 17.55 1.394 40.104 0.0169 0.679 Vel = 3.69 0.0 422E 17.55 30.443 K Factor = 3.18 428 40.250 -26.10 1.25 2N 12.0 11.760 150 29.831 to 12.000 0.0 431 40.250 -26.1 1.394 23.760 -0.0353 -0.838 Vel = 5.49 0.0 431 -26.10 28.993 K Factor = -4.85 HI 46.100 0.0 2.5 X 14.827 1.000 120 67.359 to 14.827 2.000 * * Fixed Loss = 2 CR 46.100 0.0 2.635 15.827 0 0.0 Vel = 0 0.0 CR 0.0 69.359 K Factor = 0 H2 46.100 0.0 2.5 X 14.827 1.000 120 67.359 to 14.827 2.000 * * Fixed Loss = 2 CR 46.100 0.0 2.635 15.827 0 0.0 Vel = 0 CR 46.100 0.0 6 38.333 120 69.359 to 16.393 SP1 8.250 0.0 6.357 38.333 0 0.0 Vel = 0 SPI 8.250 0.0 6 X 31.433 74.333 120 85.752 to 2V 25.147 69.153 0.0 5P2 8.250 0.0 6.357 B 12.573 143.486 0 0.0 Vel = 0 SP2 8.250 0.0 6 9V 113.16 252.750 120 85.752 to 113.160 0.0 SP3 8.250 0.0 6.357 365.910 0 0.0 Vel = 0 SP3 8.250 182.05 6 5V 62.867 23.750 120 85.752 to 62.867 2.274 POC 3 182.05 6.357 86.617 0.0012 0.104 Vel = 1.84 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen-Williams A&D FIRE Page 11 AVIARA EAST Date Nodel Elevi K Qa Nom Fitting Pipe cFact Pt to or Ftngs Pe Notes Node2 Etev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf oc 3 0.0 6 L 12.911 8.500 140 88.130 to 12.911 2.599 UG1 -3 182.05 6.16 21.411 0.0010 0.022 Vet = 1.96 UG1 -3 0.0 4 2L 23.068 238.417 150 90.751 to 23.068 0.0 UG2 -3 182.05 4.23 261.485 0.0058 1.506 Vet = 4.16 UG2 -3 0.0 4 L 11.534 89.500 150 92.257 to 11.533 0.0 UG3 -3 182.05 4.23 101.033 0.0058 0.582 Vet = 4.16 UG3 -3 0.0 8 2L 39.264 66.250 150 92.839 to 39.264 0.0 UG4 -3 182.05 7.98 105.514 0.0003 0.027 Vet = 1.17 UG4 -3 0.0 8 L 20.56 7.000 140 92.866 to E 28.468 49.028 -3.032 BK1 4 182.05 8.27 56.028 0.0003 0.015 Vet = 1.09 BK1 4 0.0 8 E 28.468 7.333 140 89.849 to 28.468 5.000 * * Fixed Loss = 5 BK2 4 182.05 8.27 35.801 0.0003 0.009 Vet = 1.09 BK2 4 0.0 8 L 20.56 7.000 140 94.858 to 20.560 3.032 UG5 -3 182.05 8.27 27.560 0.0002 0.006 Vet = 1.09 UG5 -3 0.0 8 T 52.855 48.250 150 97.896 to 52.855 0.0 SRC -3 182.05 7.98 101.105 0.0003 0.027 Vet = 1.17 100.00 Qa= 100.00 SRC 282.05 97.923 K Factor = 28.50 H3 33.833 0.0 2.5 X 14.827 1.000 120 72.672 to 14.827 2.000 * * Fixed Loss = 2 DR 33.833 0.0 2.635 15.827 0 0.0 Vel = 0 DR 33.833 0.0 6 26.000 120 74.672 to 11.080 5P4 8.250 0.0 6.357 26.000 0 0.0 Vet = 0 SP4 8.250 0.0 6 2.583 120 85.752 to 0.0 SP2 8.250 0.0 6.357 2.583 0 0.0 Vet = 0 0.0 SP2 0.0 85.752 K Factor = 0 A4 30.833 182.05 6 1.000 120 75.856 to 3.068 A3 23.750 182.05 6.357 1.000 0.0010 0.001 Vet = 1.84 A3 23.750 0.0 6 10.083 120 78.925 to 4.133 A2 14.208 182.05 6.357 10.083 0.0012 0.012 Vet = 1.84 A2 14.208 0.0 6 X 31.433 7.208 120 83.070 to 31.433 2.364 SP5 8.750 182.05 6.357 38.641 0.0012 0.046 Vet = 1.84 5P5 8.750 0.0 6 X 31.433 2.417 120 85.480 to V 12.573 44.006 0.217 SP3 8.250 182.05 6.357 46.423 0.0012 0.055 Vet = 1.84 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen-Williams A&D FIRE Page 12 AVIARA EAST Date Nodel Etevi K Qa Nom Fitting Pipe cFact Pt to or Ftngs Pe Notes Node2 EIev2 Fact Qt Act Eqiv Len Total PfIFt Pf 0.0 SP3 182.05 85.752 KFactor= 19.66 Al 3 0.0 6 4.000 120 87.970 to -2.490 SP5 8.750 0.0 6.357 4.000 0 0.0 Vet = 0 0.0 SP5 0.0 85.480 K Factor = 0 UG2 -3 0.0 4 T 29.067 6.000 140 92.257 to 29.067 -2.599 FDC 3 0.0 4.1 35.067 0 0.0 Vet = 0 0.0 FDC 0.0 89.658 K Factor =O Computer Programs by Hydratec Inc. Revision: 50.5520.727 FUR __ A Division of The Huller companies, Inc. San Diego, CA I Los Angeles, CA I Salt Lake City, UT I Spokane, WA A&D FIRE 1601 W. ORANGEWOOD ORANGE, CA 92868 714-634-3923 Job Name : AVIARA EAST Drawing : FP-4.0 Location : L04 Remote Area : 6 Contract Data File : LAF274_AE_AREA 6—PITCHED ATTIC CALC.WXF Computer Programs by Hydratec Inc. Revision: 50.5520.727 Water Supply Curve A&D FIRE Page AVIARA EAST Date City Water Suppi: Demand: Cl - Static ressure : 114 Dl - Elevation : 22.305 C2 - Residual Pressure: 99 D2 - System Flow :126.524 C2 - Residual Flow : 8000 D2 - System Pressure : 88.066 Hose(Demand) :100 D3 - System Demand : 226.524 Safety Margin : 25.914 150 140 130 p120 C'r R0 E 100 - ___________ C2 - D2 S90 s80D U70 R6° E5° 40 30 20 01---- 10 - - .. ..... ... 1000 2000 3000 4000 5000 6000 7000 8000 9000 FLOW (N "1.85) Computer Programs by Hydratec Inc. Revision: 50.5520.727 Fittings Used Summary A&D FIRE Page 2 AVIARA EAST Date Fitting Legend Abbrev. Name V. % 1 1% 1','. 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 C 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 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 N* CPVC9O'EII 0 4 5 6 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVC Branch Tee 0 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139OFtowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 V 90' Ell Firetock #001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 4.5 5.1 0 0 0 0 0 X 90'Tee-BranchFiretock002 0 0 0 0 0 8.5 10.8 13 0 16 21 25 33 9.3 11 0 0 0 0 0 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 Schad 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.5520.727 Flow Summary - NFPA A&D FIRE Page 3 AVIARA EAST Date SUPPLY ANAL YSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 114.0 99 8000.0 113.979 226.52 88.066 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes AT1 40.917 40.54 401 40.25 40.83 402 40.25 40.86 403 40.25 41.06 404 40.25 41.18 405 40.25 41.28 406 40.25 41.31 407 40.25 41.46 408 40.25 41.74 409 40.25 42.32 410 40.25 44.06 411 40.25 52.22 412 40.25 53.19 413 40.25 54.82 414 40.25 56.06 415 40.25 57.8 TOR 40.25 61.83 BOR 30.833 66.7 AT5 40.917 40.52 418 40.25 40.81 AT2 40.917 40.57 AT6 40.917 40.53 419 40.25 40.82 416 40.25 40.85 AT7 40.917 40.76 420 40.25 41.05 417 40.25 41.06 AT3 40.917 40.77 AT4 40.917 40.89 AT8 40.917 40.99 421 40.25 40.76 422 40.25 40.67 423 40.25 41.04 424 40.25 41.2 425 40.25 41.29 422B 40.25 38.6 426 40.25 41.56 431 40.25 41.98 427 40.25 41.57 428 40.25 42.01 429 40.25 44.31 429B 40.25 47.46 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Flow Summary - NFPA A&D FIRE Page 4 AVIARA EAST Date NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node -- at Node Notes 430 40.25 47.78 432E 40.25 53.13 432B 40.25 39.85 432 40.25 47.25 433 40.25 49.07 436 40.25 49.62 4320 40.25 50.09 435 40.25 52.4 434 40.25 49.62 422C 40.25 37.08 432C 40.25 37.86 422D 40.25 38.64 422E 40.25 38.85 422G 40.25 26.59 SDI 48.5 5.6 21.01 25.67 0.1 250 SD2 48.5 5.6 20.13 25.12 0.1 250 SD3 48.5 5.6 20.0 25.04 0.1 250 SD4 48.5 5.6 20.09 25.1 0.1 250 SDS 48.5 5.6 20.88 25.59 0.1 250 422H 40.25 26.41 422F 40.25 33.38 Hi 46.1 58.63 H2 46.1 58.63 CR 46.1 60.63 SP1 8.25 77.02 5P2 8.25 77.02 SP3 8.25 77.02 POC 3.0 79.35 UG1 -3.0 81.96 UG2 -3.0 82.73 UG3 -3.0 83.02 UG4 -3.0 83.04 BKI 4.0 80.01 BK2 4.0 85.02 UGS -3.0 88.05 SRC -3.0 88.07 100.0 H3 33.833 63.94 DR 33.833 65.94 SP4 8.25 77.02 A4 30.833 67.18 A3 23.75 70.25 A2 14.208 74.39 SPS 8.75 76.78 Al 3.0 79.27 FDC 3.0 80.13 4 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen-Williams A&D FIRE Page 5 AVIARA EAST Date Nodel Elevi K Qa Nom Fitting Pipe cFact Pt to or Ftngs Pe ****** Notes Node2 Etev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf AT1 40.917 0.0 1.25 N 6.0 0.500 150 40.537 to 6.000 0.289 401 40.250 0.0 1.394 6.500 0 0.0 Vel = 0 401 40.250 5.01 1.25 2N 12.0 10.583 150 40.826 to 12.000 0.0 402 40.250 5.01 1.394 22.583 0.0016 0.037 Vet = 1.05 402 40.250 6.58 1.25 2N 12.0 7.250 150 40.863 to 0 6.0 18.000 0.0 403 40.250 11.59 1.394 25.250 0.0079 0.199 Vet = 2.44 403 40.250 3.04 1.25 10.083 150 41.062 to 0.0 404 40.250 14.63 1.394 10.083 0.0121 0.122 Vet = 3.08 404 40.250 0.0 1.25 8.000 150 41.184 to 0.0 405 40.250 14.63 1.394 8.000 0.0120 0.096 Vet = 3.08 405 40.250 0.0 1.25 2.417 150 41.280 to 0.0 406 40.250 14.63 1.394 2.417 0.0124 0.030 Vet = 3.08 406 40.250 5.10 1.25 7.250 150 41.310 to 0.0 407 40.250 19.73 1.394 7.250 0.0210 0.152 Vet = 4.15 407 40.250 5.49 1.25 8.542 150 41.462 to 0.0 408 40.250 25.22 1.394 8.542 0.0331 0.283 Vet = 5.30 408 40.250 10.45 1.25 9.083 150 41.745 to 0.0 409 40.250 35.67 1.394 9.083 0.0629 0.571 Vet = .7.50 409 40.250 20.36 1.25 12.000 150 42.316 to 0.0 410 40.250 56.03 1.394 12.000 0.1450 1.740 Vet = 11.78 410 40.250 -17.53 1.25 2N 12.0 94.698 150 44.056 to 0 6.0 18.000 0.0 411 40.250 38.5 1.394 112.698 0.0724 8.161 Vet= 8.09 411 40.250 0.0 1.25 0 6.0 7.500 150 52.217 to 6.000 0.0 412 40.250 38.5 1.394 13.500 0.0724 0.977 Vet = 8.09 412 40.250 28.06 1.25 0 6.0 2.146 150 53.194 to 6.000 0.0 413 40.250 66.56 1.394 8.146 0.1995 1.625 Vet = 13.99 413 40.250 0.0 1.25 6.240 150 54.819 to 0.0 414 40.250 66.56 1.394 6.240 0.1995 1.245 Vet = 13.99 414 40.250 59.96 2 0 10.0 5.510 150 56.064 to 10.000 0.0 415 40.250 126.52 2.003 15.510 0.1120 1.737 Vet = 12.88 415 40.250 0.0 2 4E 24.613 9.500 120 57.801 to 24.613 0.0 TOR 40.250 126.52 2.157 34.113 0.1180 4.025 Vet= 11.11 Computer Programs by Hydratec Inc. Revision: 50.5520.727 1 Final Calculations: Hazen-Williams A&D FIRE Page 6 AVIARA EAST Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes ****** Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf TOR 40.250 0.0 3 E 9.408 6.000 120 61.826 to B 13.44 44.351 4.078 BOR 30.833 126.52 3.26 S 21.503 50.351 0.0158 0.795 Vel = 4.86 BOR 30.833 0.0 3 E 9.408 1.000 120 66.699 to T 20.159 29.567 0.0 A4 30.833 126.52 3.26 30.567 0.0158 0.483 Vel = 4.86 0.0 A4 126.52 67.182 KFactor= 15.44 ATS 40.917 0.0 1.25 0 6.0 0.500 150 40.517 to 6.000 0.289 418 40.250 0.0 1.394 6.500 0 0.0 Vel = 0 418 40.250 5.01 1.25 12.000 150 40.806 to 0.0 401 40.250 5.01 1.394 12.000 0.0017 0.020 Vel = 1.05 0.0 401 5.01 40.826 K Factor= 0.78 AT2 40.917 0.0 1.25 0 6.0 0.500 150 40.565 to 6.000 0.289 416 40.250 0.0 1.394 6.500 0 0.0 Vel = 0 0.0 416 0.0 40.854 K Factor = 0 AT6 40.917 0.0 1.25 0 6.0 0.500 150 40.532 to 6.000 0.289 419 40.250 0.0 1.394 6.500 0 0.0 Vel = 0 419 40.250 6.58 1.25 12.000 150 40.821 to 0.0 416 40.250 6.58 1.394 12.000 0.0028 0.033 Vel = 1.38 416 40.250 0.0 1.25 3.333 150 40.854 to 0.0 402 40.250 6.58 1.394 3.333 0.0027 0.009 Vel = 1.38 0.0 402 6.58 40.863 K Factor = 1.03 AT7 40.917 0.0 1.25 0 6.0 0.500 150 40.759 to 6.000 0.289 420 40.250 0.0 1.394 6.500 0 0.0 Vel = 0 420 40.250 3.04 1.25 14.250 150 41.048 to 0.0 417 40.250 3.04 1.394 14.250 0.0007 0.010 Vel = 0.64 417 40.250 0.0 1.25 0 6.0 0.167 150 41.058 to 6.000 0.0 403 40.250 3.04 1.394 6.167 0.0006 0.004 Vel = 0.64 0.0 403 3.04 41.062 K Factor = 0.47 AT3 40.917 0.0 1.25 0 6.0 0.500 150 40.769 to 6.000 0.289 417 40.250 0.0 1.394 6.500 0 0.0 Vel = 0 0.0 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen-Williams A&D FIRE Page 7 AVIARA EAST Date Node 1 Etevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 417 0.0 41.058 K Factor =0 AT4 40.917 0.0 1.25 0 6.0 0.500 150 40.895 to 6.000 0.289 404 40.250 0.0 1.394 6.500 0 0.0 Vet = 0 0.0 404 0.0 41.184 K Factor =0 AT8 40.917 0.0 1.25 0 6.0 0.500 150 40.992 to 6.000 0.289 405 40.250 0.0 1.394 6.500 -0.0002 -0.001 Vet = 0 0.0 405 0.0 41.280 K Factor = 0 418 40.250 -5.01 1.25 N 6.0 18.729 150 40.806 to 6.000 0.0 421 40.250 -5.01 1.394 24.729 -0.0017 -0.042 Vet = 1.05 0.0 421 -5.01 40.764 K Factor = -0.78 420 40.250 -3.04 1.25 6.833 150 41.048 to 0.0 423 40.250 -3.04 1.394 6.833 -0.0006 -0.004 Vet = 0.64 0.0 423 -3.04 41.044 KFactor= -0.47 419 40.250 -6.58 1.25 2N 12.0 8.542 150 40.821 to 12.000 0.0 421 40.250 -6.58 1.394 20.542 -0.0028 -0.057 Vet = 1.38 421 40.250 -5.01 1.25 0 6.0 5.833 150 40.764 to 6.000 0.0 422 40.250 -11.59 1.394 11.833 -0.0078 -0.092 Vet = 2.44 422 40.250 35.67 1.25 0 6.0 6.250 150 40.672 to 6.000 0.0 423 40.250 24.08 1.394 12.250 0.0304 0.372 Vet = 5.06 423 40.250 -3.04 1.25 0 6.0 0.667 150 41.044 to 6.000 0.0 424 40.250 21.04 1.394 6.667 0.0237 0.158 Vet = 4.42 424 40.250 -10.45 1.25 0 6.0 8.000 150 41.202 to 6.000 0.0 425 40.250 10.59 1.394 14.000 0.0066 0.093 Vet = 2.23 425 40.250 -5.49 1.25 0 6.0 2.729 150 41.295 to 6.000 0.0 406 40.250 5.1 1.394 8.729 0.0017 0.015 Vet = 1.07 0.0 406 5.10 41.310 KFactor= 0.79 425 40.250 5.48 1.25 2N 12.0 67.146 150 41.295 to 0 6.0 18.000 0.0 407 40.250 5.48 1.394 85.146 0.0020 0.167 Vet = 1.15 0.0 407 5.48 41.462 K Factor = 0.85 424 40.250 10.45 1.25 2N 12.0 65.729 150 41.202 to 0 6.0 18.000 0.0 408 40.250 10.45 1.394 83.729 0.0065 0.543 Vet = 2.20 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen-Williams A&D FIRE Page 8 AVIARA EAST Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 408 10.45 41.745 K Factor = 1.62 422 40.250 -35.67 1.25 2N 12.0 14.896 150 40.672 to 0 6.0 18.000 0.0 422B 40.250 -35.67 1.394 32.896 -0.0629 -2.069 Vel = 7.50 422B 40.250 62.82 1.25 77.844 150 38.603 to 0.0 426 40.250 27.15 1.394 77.844 0.0379 2.954 Vel = 5.71 426 40.250 -2.64 1.25 0 6.0 7.521 150 41.557 to 6.000 0.0 431 40.250 24.51 1.394 13.521 0.0314 0.424 Vel = 5.15 431 40.250 -4.15 1.25 0 6.0 9.021 150 41.981 to 6.000 0.0 409 40.250 20.36 1.394 15.021 0.0223 0.335 Vel = 4.28 0.0 409 20.36 42.316 K Factor= 3.13 426 40.250 2.64 1.25 0 6.0 11.000 150 41.557 to 6.000 0.0 427 40.250 2.64 1.394 17.000 0.0005 0.008 Vel = 0.55 427 40.250 21.73 1.25 0 6.0 8.281 150 41.565 to 6.000 0.0 428 40.250 24.37 1.394 14.281 0.0311 0.444 Vel = 5.12 428 40.250 4.15 1.25 4N 24.0 25.271 150 42.009 to 0 6.0 30.000 0.0 429 40.250 28.52 1.394 55.271 0.0416 2.299 Vel = 6.00 429 40.250 -46.05 1.25 0 6.0 8.896 150 44.308 to 6.000 0.0 410 40.250 -17.53 1.394 14.896 -0.0169 -0.252 Vel = 3.69 0.0 410 -17.53 44.056 KFactor= -2.64 429 40.250 46.05 1.25 N 6.0 25.250 150 44.308 to 6.000 0.0 429B 40.250 46.05 1.394 31.250 0.1009 3.153 Vel = 9.68 429B 40.250 -28.07 1.25 N 6.0 6.104 150 47.461 to 0 6.0 12.000 0.0 430 40.250 17.98 1.394 18.104 0.0177 0.320 Vel = 3.78 430 40.250 11.68 1.25 0 6.0 113.656 150 47.781 to 6.000 0.0 432E 40.250 29.66 1.394 119.656 0.0447 5.348 Vel = 6.23 432E 40.250 30.30 1.25 0 6.0 11.854 150 53.129 to 6.000 0.0 414 40.250 59.96 1.394 17.854 0.1644 2.935 Vel = 12.60 0.0 414 59.96 56.064 K Factor = 8.01 429B 40.250 28.07 1.25 4N 24.0 118.042 150 47.461 to 24.000 0.0 412 40.250 28.07 1.394 142.042 0.0404 5.733 Vel = 5.90 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen-Williams A&D FIRE Page 9 AVIARA EAST Date Node 1 Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft P1 0.0 412 28.07 53.194 KFactor= 3.85 427 40.250 -21.74 1.25 0 6.0 62.365 150 41.565 to 6.000 0.0 432B 40.250 -21.74 1.394 68.365 -0.0251 -1.719 Vel = 4.57 432B 40.250 63.71 1.25 2N 12.0 75.073 150 39.846 to 12.000 0.0 432 40.250 41.97 1.394 87.073 0.0850 7.399 Vel = 8.82 432 40.250 -30.30 1.25 0 6.0 61.344 150 47.245 to 6.000 0.0 430 40.250 11.67 1.394 67.344 0.0080 0.536 Vel = 2.45 0.0 430 11.67 47.781 KFactor= 1.69 432 40.250 30.30 1.25 2N 12.0 27.323 150 47.245 to 12.000 0.0 433 40.250 30.3 1.394 39.323 0.0465 1.829 Vel = 6.37 433 40.250 -18.43 1.25 4N 24.0 42.646 150 49.074 to 24.000 0.0 436 40.250 11.87 1.394 66.646 0.0082 0.547 Vel = 2.50 436 40.250 2.49 1.25 N 6.0 34.229 150 49.621 to 6.000 0.0 432D 40.250 14.36 1.394 40.229 0.0117 0.471 Vel = 3.02 432D 40.250 0.0 1.25 8N 48.0 149.667 150 50.092 to 48.000 0.0 435 40.250 14.36 1.394 197.667 0.0117 2.310 Vel = 3.02 435 40.250 15.94 1.25 0 6.0 9.625 150 52.402 to 6.000 0.0 432E 40.250 30.3 1.394 15.625 0.0465 0.727 Vel = 6.37 0.0 432E 30.30 53.129 K Factor= 4.16 433 40.250 18.44 1.25 29.396 150 49.074 to 0.0 434 40.250 18.44 1.394 29.396 0.0186 0.546 Vel = 3.88 434 40.250 -2.50 1.25 7N 42.0 154.333 150 49.620 to 42.000 0.0 435 40.250 15.94 1.394 196.333 0.0142 2.782 Vel = 3.35 0.0 435 15.94 52.402 K Factor = 2.20 434 40.250 2.50 1.25 3.917 150 49.620 to 0.0 436 40.250 2.5 1.394 3.917 0.0003 0.001 Vel = 0.53 0.0 436 2.50 49.621 K Factor= 0.35 422B 40.250 -62.81 1.25 8.490 150 38.603 to 0.0 422C 40.250 -62.81 1.394 8.490 -0.1792 -1.521 Vel = 13.20 422C 40.250 72.28 1.25 N 6.0 137.781 150 37.082 to 6.000 0.0 432C 40.250 9.47 1.394 143.781 0.0054 0.777 Vel = 1.99 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen-Williams A&D FIRE Page 10 AVIARA EAST Date Node I Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 432C 40.250 0.0 1.25 N 6.0 137.781 150 37.859 to 6.000 0.0 422D 40.250 9.47 1.394 143.781 0.0054 0.777 Vel = 1.99 422D 40.250 0.0 1.25 N 6.0 34.125 150 38.636 to 6.000 0.0 422E 40.250 9.47 1.394 40.125 0.0054 0.217 Vel = 1.99 422E 40.250 54.24 1.25 5.396 150 38.853 to 0.0 432B 40.250 63.71 1.394 5.396 0.1840 0.993 Vel = 13.39 0.0 432B 63.71 39.846 K Factor= 10.09 422C 40.250 -72.28 1.25 0 6.0 39.156 150 37.082 to 6.000 0.0 422G 40.250 -72.28 1.394 45.156 -0.2323 -10.488 Vel = 15.19 422G 40.250 7.88 1.25 N 6.0 4.740 150 26.594 to 6.000 -3.573 SD1 48.500 -64.4 1.394 10.740 -0.1876 -2.015 Vel = 13.54 SDI 48.500 5.60 25.66 1.25 0 6.0 6.000 150 21.006 to 6.000 0.0 SD2 48.500 -38.74 1.394 12.000 -0.0732 -0.879 Vel = 8.14 SD2 48.500 5.60 25.13 1.25 0 6.0 6.000 150 20.127 to 6.000 0.0 SD3 48.500 -13.61 1.394 12.000 -0.0106 -0.127 Vel = 2.86 5D3 48.500 5.60 25.04 1.25 0 6.0 6.000 150 20.000 to 6.000 0.0 SD4 48.500 11.43 1.394 12.000 0.0077 0.092 Vel = 2.40 SD4 48.500 5.60 25.10 1.25 0 6.0 6.000 150 20.092 to 6.000 0.0 5D5 48.500 36.53 1.394 12.000 0.0658 0.789 Vel = 7.68 SD5 48.500 5.60 25.59 1.25 N 6.0 5.146 150 20.881 to 6.000 3.573 422H 40.250 62.12 1.394 11.146 0.1755 1.956 Vel = 13.06 422H 40.250 -7.87 1.25 51.000 150 26.410 to 0.0 422F 40.250 54.25 1.394 51.000 0.1366 6.966 Vel = 11.40 0.0 422F 54.25 33.376 K Factor = 9.39 422G 40.250 -7.88 1.25 2N 12.0 35.885 150 26.594 to 12.000 0.0 422H 40.250 -7.88 1.394 47.885 -0.0038 -0.184 Vel = 1.66 0.0 422H -7.88 26.410 KFactor= -1.53 422F 40.250 54.25 1.25 N 6.0 34.104 150 33.376 to 6.000 0.0 422E 40.250 54.25 1.394 40.104 0.1366 5.477 Vel = 11.40 0.0 422E 54.25 38.853 KFactor= 8.70 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen-Williams A&D FIRE Page 11 AVIARA EAST Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes ****** Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 428 40.250 -4.15 1.25 2N 12.0 11.760 150 42.009 to 12.000 0.0 431 40.250 -4.15 1.394 23.760 -0.0012 -0.028 Vel = 0.87 0.0 431 -4.15 41.981 KFactor= -0.64 Hi 46.100 0.0 2.5 X 14.827 1.000 120 58.628 to 14.827 2.000 * * Fixed Loss = 2 CR 46.100 0.0 2.635 15.827 0 0.0 Vel = 0 0.0 CR 0.0 60.628 K Factor = 0 H2 46.100 0.0 2.5 X 14.827 1.000 120 58.628 to 14.827 2.000 * * Fixed Loss = 2 CR 46.100 0.0 2.635 15.827 0 0.0 Vel = 0 CR 46.100 0.0 6 38.333 120 60.628 to 16.393 SPI 8.250 0.0 6.357 38.333 0 0.0 Vel = 0 SP1 8.250 0.0 6 X 31.433 74.333 120 77.021 to 2V 25.147 69.153 0.0 SP2 8.250 0.0 6.357 B 12.573 143.486 0 0.0 Vel = 0 SP2 8.250 0.0 6 9V 113.16 252.750 120 77.021 to 113.160 0.0 SP3 8.250 0.0 6.357 365.910 0 0.0 Vel = 0 SP3 8.250 126.52 6 5V 62.867 23.750 120 77.021 to 62.867 2.274 POC 3 126.52 6.357 86.617 0.0006 0.053 Vel = 1.28 POC 3 0.0 6 L 12.911 8.500 140 79.348 to 12.911 2.599 UG1 -3 126.52 6.16 21.411 0.0005 0.011 Vel = 1.36 UG1 -3 0.0 4 2L 23.068 238.417 150 81.958 to 23.068 0.0 UG2 -3 126.52 4.23 261.485 0.0029 0.768 Vel = 2.89 UG2 -3 0.0 4 L 11.534 89.500 150 82.726 to 11.533 0.0 UG3 -3 126.52 4.23 101.033 0.0029 0.297 Vel = 2.89 UG3 -3 0.0 8 2L 39.264 66.250 150 83.023 to 39.264 0.0 UG4 -3 126.52 7.98 105.514 0.0001 0.014 Vel = 0.81 UG4 -3 0.0 8 L 20.56 7.000 140 83.037 to E 28.468 49.028 -3.032 BKI 4 126.52 8.27 56.028 0.0001 0.007 Vel = 0.76 BKI 4 0.0 8 E 28.468 7.333 140 80.012 to 28.468 5.000 * * Fixed Loss = 5 BK2 4 126.52 8.27 35.801 0.0001 0.005 Vel = 0.76 BK2 4 0.0 8 L 20.56 7.000 140 85.017 to 20.560 3.032 UG5 -3 126.52 8.27 27.560 0.0001 0.003 Vel = 0.76 UG5 -3 0.0 8 T 52.855 48.250 150 88.052 to 52.855 0.0 SRC -3 126.52 7.98 101.105 0.0001 0.014 Vel = 0.81 Computer Programs by Hydratec Inc. Revision: 50.5520.727 IL , Final Calculations: Hazen-Williams A&D FIRE Page 12 AVIARA EAST Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqiv Len Total PfIFt Pf 100.00 Qa= 100.00 SRC 226.52 88.066 K Factor = 24.14 H3 33.833 0.0 2.5 X 14.827 1.000 120 63.941 to 14.827 2.000 * * Fixed Loss = 2 DR 33.833 0.0 2.635 15.827 0 0.0 Vel = 0 DR 33.833 0.0 6 26.000 120 65.941 to 11.080 SP4 8.250 0.0 6.357 26.000 0 0.0 Vel = 0 5P4 8.250 0.0 6 2.583 120 77.021 to 0.0 SP2 8.250 0.0 6.357 2.583 0 0.0 Vel = 0 0.0 SP2 0.0 77.021 K Factor = 0 A4 30.833 126.52 6 1.000 120 67.182 to 3.068 A3 23.750 126.52 6.357 1.000 0 0.0 Vel = 1.28 A3 23.750 0.0 6 10.083 120 70.250 to 4.133 A2 14.208 126.52 6.357 10.083 0.0005 0.005 Vel = 1.28 A2 14.208 0.0 6 X 31.433 7.208 120 74.388 to 31.433 2.364 SP5 8.750 126.52 6.357 38.641 0.0006 0.024 Vel = 1.28 SP5 8.750 0.0 6 X 31.433 2.417 120 76.776 to V 12.573 44.006 0.217 SP3 8.250 126.52 6.357 46.423 0.0006 0.028 Vel = 1.28 0.0 SP3 126.52 77.021 K Factor = 14.42 Al 3 0.0 6 4.000 120 79.266 to -2.490 SP5 8.750 0.0 6.357 4.000 0 0.0 Vel = 0 0.0 SP5 0.0 76.776 K Factor = 0 UG2 -3 0.0 4 T 29.067 6.000 140 82.726 to 29.067 -2.599 FDC 3 0.0 4.1 35.067 0 0.0 Vel = 0 0.0 FDC 0.0 80.127 K Factor = 0 Computer Programs by Hydratec Inc. Revision: 50.5520.727 L-j LF A Division of The Hiller Companies, Inc. San Diego, CA I Los Angeles, CA I Salt Lake City, UT I Spokane, WA A&D FIRE 1601 W. ORANGEWOOD ORANGE, CA 92868 714-634-3923 Job Name : AVIARA EAST Drawing : FP-4.0 Location : L04 Remote Area : 7 Contract Data File : LAF274_AE_AREA 7—UNIT CALC.WXF Computer Programs by Hydratec Inc. Revision: 50.5520.727 Water Supply Curve A&D FIRE AVIARA EAST Page Date City Water Supply: Demand: Cl - Static Pressure : 114 Dl - Elevation : 18.515 C2 - Residual Pressure: 99 D2 - System Flow : 68.212 C2 - Residual Flow : 8000 D2 - System Pressure : 45.545 Hose ( Demand) :100 D3 - System Demand :168.212 Safety Margin : 68.443 150 140 130 p120 'r R° - ______ ________ C2 E 100 S 90 s 80 U70 02- R6° E5° 40D3 30 20 • .•. 10 .. ... •... .. 1000 2000 3000 4000 5000 6000 7000 8000 9000 FLOW (N ' 1.85) Computer Programs by Hydratec Inc. Revision: 50.5520.727 ) Fittings Used Summary A&D FIRE Page 2 AVIARA EAST Date Fitting Legend Abbrev. Name ½ % 1 1½ 1½ 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 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 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 N* CPVC9OEII 0 4 5 6 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0. CPVC Branch Tee 0 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 I NFPA 139O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 V 90' Ell Firelock#OOl 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 4.5 5.1 0 0 0 0 0 X 901ee-BranchFiretock002 0 0 0 0 0 8.5 10.8 13 0 16 21 25 33 9.3 11 0 0 0 0 0 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 A&D FIRE Page 3 AVIARA EAST Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 114.0 99 8000.0 113.988 168.21 45.545 NODE ANAL YSlS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes AT1 40.917 11.99 401 40.25 12.28 402 40.25 12.2 403 40.25 12.4 404 40.25 12.67 405 40.25 12.88 406 40.25 12.94 407 40.25 13.17 408 40.25 13.59 409 40.25 14.39 410 40.25 15.1 411 40.25 17.89 412 40.25 18.23 413 40.25 18.77 414 40.25 19.18 415 40.25 19.73 TOR 40.25 21.01 BOR 30.833 25.35 AT5 40.917 12.04 418 40.25 12.32 AT2 40.917 11.76 AT6 40.917 11.86 419 40.25 12.15 437 40.25 12.04 416 40.25 12.05 438 40.25 12.05 UM 39.75 4.9 12.15 17.08 0.1 170 UH2 39.75 4.9 12.16 17.09 0.1 170 AT7 40.917 12.24 420 40.25 12.53 439 40.25 12.3 440 40.25 12.27 417 40.25 12.36 UH3 39.75 4.9 12.1 17.05 0.1 170 UH4 39.75 4.9 12.04 17.0 0.1 170 AT3 40.917 12.07 AT4 40.917 12.38 ATB 40.917 12.59 421 40.25 12.41 422 40.25 12.73 423 40.25 12.73 424 40.25 12.88 Computer Programs by Hydratec Inc. Revision: 50.5520.727 P Flow Summary - NFPA A&D FIRE AVIARA EAST Node Tag Elevation Node Type NODE ANALYSIS (cont.) Pressure Discharge at Node at Node Page 4 Date Notes 425 40.25 12.94 422B 40.25 13.82 426 40.25 14.46 431 40.25 14.46 427 40.25 14.58 428 40.25 14.6 429 40.25 15.24 429B 40.25 16.43 430 40.25 16.59 432E 40.25 18.28 432B 40.25 14.74 432 40.25 16.52 433 40.25 17.07 436 40.25 17.23 432D 40.25 17.37 435 40.25 18.06 434 40.25 17.23 422C 40.25 13.9 432C 40.25 14.24 4220 40.25 14.57 422E 40.25 14.69 422F 40.25 14.57 Hi 46.1 16.91 H2 46.1 16.91 CR 46.1 18.91 SPi 8.25 35.3 SP2 8.25 35.3 SP3 8.25 35.3 POC 3.0 37.59 UG1 -3.0 40.19 UG2 -3.0 40.44 UG3 -3.0 40.53 UG4 -3.0 40.54 BKI 4.0 37.51 BK2 4.0 42.51 UGS -3.0 45.54 SRC -3.0 45.54 H3 33.833 22.22 DR 33.833 24.22 SP4 8.25 35.3 A4 30.833 25.5 A3 23.75 28.57 A2 14.208 32.7 SPS 8.75 35.07 Al 3.0 37.56 FOC 3.0 37.84 Computer Programs by Hydratec Inc. Revision: 50.5520.727 100.0 , Final Calculations: Hazen-Williams A&D FIRE Page 5 AVIARA EAST Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf AT1 40.917 0.0 1.25 N 6.0 0.500 150 11.993 to 6.000 0.289 401 40.250 0.0 1.394 6.500 0 0.0 Vel = 0 401 40.250 -7.56 1.25 2N 12.0 10.583 150 12.282 to 12.000 0.0 402 40.250 -7.56 1.394 22.583 -0.0035 -0.080 Vel = 1.59 402 40.250 19.18 1.25 2N 12.0 7.250 150 12.202 to 0 6.0 18.000 0.0 403 40.250 11.62 1.394 25.250 0.0079 0.199 Vel = 2.44 403 40.250 10.74 1.25 10.083 150 12.401 to 0.0 404 40.250 22.36 1.394 10.083 0.0265 0.267 Vel = 4.70 404 40.250 0.0 1.25 8.000 150 12.668 to 0.0 405 40.250 22.36 1.394 8.000 0.0265 0.212 Vel = 4.70 405 40.250 0.0 1.25 2.417 150 12.880 to 0.0 406 40.250 22.36 1.394 2.417 0.0265 0.064 Vel = 4.70 406 40.250 2.11 1.25 7.250 150 12.944 to 0.0 407 40.250 24.47 1.394 7.250 0.0314 0.228 Vel = 5.14 407 40.250 6.50 1.25 8.542 150 13.172 to 0.0 408 40.250 30.97 1.394 8.542 0.0483 0.413 Vel = 6.51 408 40.250 12.05 1.25 9.083 150 13.585 to 0.0 409 40.250 43.02 1.394 9.083 0.0890 0.808 Vel = 9.04 409 40.250 -8.60 1.25 12.000 150 14.393 to 0.0 410 40.250 34.42 1.394 12.000 0.0589 0.707 Vel = 7.24 410 40.250 -12.85 1.25 2N 12.0 94.698 150 15.100 to 0 6.0 18.000 0.0 411 40.250 21.57 1.394 112.698 0.0248 2.794 VeI= 4.53 411 40.250 0.0 1.25 0 6.0 7.500 150 17.894 to 6.000 0.0 412 40.250 21.57 1.394 13.500 0.0248 0.335 Vel = 4.53 412 40.250 14.99 1.25 0 6.0 2.146 150 18.229 to 6.000 0.0 413 40.250 36.56 1.394 8.146 0.0658 0.536 Vel = 7.69 413 40.250 0.0 1.25 6.240 150 18.765 to 0.0 414 40.250 36.56 1.394 6.240 0.0659 0.411 Vel = 7.69 414 40.250 31.65 2 0 10.0 5.510 150 19.176 to 10.000 0.0 415 40.250 68.21 2.003 15.510 0.0357 0.554 Vel = 6.95 415 40.250 0.0 2 4E 24.613 9.500 120 19.730 to 24.613 0.0 TOR 40.250 68.21 2.157 34.113 0.0376 1.283 Vel = 5.99 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen-Williams A&D FIRE Page 6 AVIARA EAST Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes ****** Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf TOR 40.250 0.0 3 E 9.408 6.000 120 21.013 to B 13.44 44.351 4.078 BOR 30.833 68.21 3.26 S 21.503 50.351 0.0050 0.254 Vel = 2.62 BOR 30.833 0.0 3 E 9.408 1.000 120 25.345 to T 20.159 29.567 0.0 A4 30.833 68.21 3.26 30.567 0.0050 0.154 Vel = 2.62 0.0 A4 68.21 25.499 K Factor = 13.51 AT5 40.917 0.0 1.25 0 6.0 0.500 150 12.036 to 6.000 0.289 418 40.250 0.0 1.394 6.500 0 0.0 Vel = 0 418 40.250 -7.56 1.25 12.000 150 12.325 to 0.0 401 40.250 -7.56 1.394 12.000 -0.0036 -0.043 Vel = 1.59 0.0 401 -7.56 12.282 K Factor = -2.16 AT2 40.917 0.0 1.25 0 6.0 0.500 150 11.761 to 6.000 0.289 416 40.250 0.0 1.394 6.500 0 0.0 Vel =0 0.0 416 0.0 12.050 K Factor =0 AT6 40.917 0.0 1.25 0 6.0 0.500 150 11.865 to 6.000 0.289 419 40.250 0.0 1.394 6.500 0 0.0 Vel = 0 419 40.250 -14.98 1.25 0 6.0 2.583 150 12.154 to 6.000 0.0 437 40.250 -14.98 1.394 8.583 -0.0127 -0.109 Vel = 3.15 437 40.250 17.08 1.25 0 6.0 9.417 150 12.045 to 6.000 0.0 416 40.250 2.1 1.394 15.417 0.0003 0.005 Vel = 0.44 416 40.250 0.0 1.25 0 6.0 1.833 150 12.050 to 6.000 0.0 438 40.250 2.1 1.394 7.833 0.0004 0.003 Vel = 0.44 438 40.250 17.08 1.25 0 6.0 1.458 150 12.053 to 6.000 0.0 402 40.250 19.18 1.394 7.458 0.0200 0.149 Vel = 4.03 0.0 402 19.18 12.202 K Factor = 5.49 UHI 39.750 4.90 17.08 1.25 N 6.0 0.875 150 12.151 to 6.000 -0.217 437 40.250 17.08 1.394 6.875 0.0161 0.111 Vel = 3.59 0.0 437 17.08 12.045 K Factor= 4.92 UH2 39.750 4.90 17.09 1.25 N 6.0 0.875 150 12.158 to 6.000 -0.217 438 40.250 17.09 1.394 6.875 0.0163 0.112 Vel = 3.59 0.0 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen-Williams A&D FIRE Page 7 AVIARA EAST Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 438 17.09 12.053 K Factor = 4.92 AT7 40.917 0.0 1.25 0 6.0 0.500 150 12.241 to 6.000 0.289 420 40.250 0.0 1.394 6.500 0 0.0 Vel = 0 420 40.250 -23.30 1.25 0 6.0 2.000 150 12.530 to 6.000 0.0 439 40.250 -23.3 1.394 8.000 -0.0286 -0.229 Vel = 4.90 439 40.250 17.04 1.25 0 6.0 5.000 150 12.301 to 6.000 0.0 440 40.250 -6.26 1.394 11.000 -0.0025 -0.027 Vel = 1.32 440 40.250 17.00 1.25 0 6.0 6.500 150 12.274 to 6.000 0.0 417 40.250 10.74 1.394 12.500 0.0068 0.085 Vel = 2.26 417 40.250 0.0 1.25 0 6.0 0.167 150 12.359 to 6.000 0.0 403 40.250 10.74 1.394 6.167 0.0068 0.042 Vel = 2.26 0.0 403 10.74 12.401 K Factor = 3.05 UH3 39.750 4.90 17.05 1 N 5.0 3.208 150 12.102 to 5.000 -0.217 439 40.250 17.05 1.101 8.208 0.0507 0.416 Vel = 5.75 0.0 439 17.05 12.301 K Factor = 4.86 UH4 39.750 4.90 17.00 1 N 5.0 4.000 150 12.037 to 5.000 -0.217 440 40.250 17.0 1.101 9.000 0.0504 0.454 Vel = 5.73 0.0 440 17.00 12.274 KFactor= 4.85 AT3 40.917 0.0 1.25 0 6.0 0.500 150 12.070 to 6.000 0.289 417 40.250 0.0 1.394 6.500 0 0.0 Vel = 0 0.0 417 0.0 12.359 K Factor =0 AT4 40.917 0.0 1.25 0 6.0 0.500 150 12.379 to 6.000 0.289 404 40.250 0.0 1.394 6.500 0 0.0 Vel = 0 0.0 404 0.0 12.668 K Factor = 0 AT8 40.917 0.0 1.25 0 6.0 0.500 150 12.592 to 6.000 0.289 405 40.250 0.0 1.394 6.500 -0.0002 -0.001 Vel = 0 0.0 405 0.0 12.880 K Factor =0 418 40.250 7.56 1.25 N 6.0 18.729 150 12.325 to 6.000 0.0 421 40.250 7.56 1.394 24.729 0.0036 0.088 Vel = 1.59 0.0 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen-Williams A&D FIRE Page 8 AVIARA EAST Date Nodel Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 421 7.56 12.413 KFactor= 2.15 420 40.250 23.30 1.25 6.833 150 12.530 to 0.0 423 40.250 23.3 1.394 6.833 0.0285 0.195 Vel = 4.90 0.0 423 23.30 12.725 K Factor = 6.53 419 40.250 14.98 1.25 2N 12.0 8.542 150 12.154 to 12.000 0.0 421 40.250 14.98 1.394 20.542 0.0126 0.259 Vel = 3.15 421 40.250 7.57 1.25 0 6.0 5.833 150 12.413 to 6.000 0.0 422 40.250 22.55 1.394 11.833 0.0270 0.319 Vel = 4.74 422 40.250 -25.19 1.25 0 6.0 6.250 150 12.732 to 6.000 0.0 423 40.250 -2.64 1.394 12.250 -0.0006 -0.007 Vel = 0.55 423 40.250 23.30 1.25 0 6.0 0.667 150 12.725 to 6.000 0.0 424 40.250 20.66 1.394 6.667 0.0229 0.153 Vel = 4.34 424 40.250 -12.05 1.25 0 6.0 8.000 150 12.878 to 6.000 0.0 425 40.250 8.61 1.394 14.000 0.0046 0.064 Vel = 1.81 425 40.250 -6.51 1.25 0 6.0 2.729 150 12.942 to 6.000 0.0 406 40.250 2.1 1.394 8.729 0.0002 0.002 Vel = 0.44 0.0 406 2.10 12.944 KFactor= 0.58 425 40.250 6.51 1.25 2N 12.0 67.146 150 12.942 to 0 6.0 18.000 0.0 407 40.250 6.51 1.394 85.146 0.0027 0.230 Vel = 1.37 0.0 407 6.51 13.172 KFactor= 1.79 424 40.250 12.05 1.25 2N 12.0 65.729 150 12.878 to 0 6.0 18.000 0.0 408 40.250 12.05 1.394 83.729 0.0084 0.707 Vel = 2.53 0.0 408 12.05 13.585 K Factor = 3.27 422 40.250 25.19 1.25 2N 12.0 14.896 150 12.732 to 0 6.0 18.000 0.0 422B 40.250 25.19 1.394 32.896 0.0330 1.087 Vel = 5.30 422B 40.250 -13.31 1.25 77.844 150 13.819 to 0.0 426 40.250 11.88 1.394 77.844 0.0082 0.641 Vel = 2.50 426 40.250 -10.75 1.25 0 6.0 7.521 150 14.460 to 6.000 0.0 431 40.250 1.13 1.394 13.521 0.0001 0.001 Vel = 0.24 431 40.250 -9.73 1.25 0 6.0 9.021 150 14.461 to 6.000 0.0 409 40.250 -8.6 1.394 15.021 -0.0045 -0.068 Vel = 1.81 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen-Williams A&D FIRE Page 9 AVIARA EAST Date Nodel Etevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Etev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 409 -8.60 14.393 K Factor= -2.27 426 40.250 10.75 1.25 0 6.0 11.000 150 14.460 to 6.000 0.0 427 40.250 10.75 1.394 17.000 0.0068 0.116 Vet = 2.26 427 40.250 -6.14 1.25 0 6.0 8.281 150 14.576 to 6.000 0.0 428 40.250 4.61 1.394 14.281 0.0014 0.020 Vel = 0.97 428 40.250 9.74 1.25 4N 24.0 25.271 150 14.596 to 0 6.0 30.000 0.0 429 40.250 14.35 1.394 55.271 0.0117 0.645 Vet = 3.02 429 40.250 -27.20 1.25 0 6.0 8.896 150 15.241 to 6.000 0.0 410 40.250 -12.85 1.394 14.896 -0.0095 -0.141 Vet = 2.70 0.0 410 -12.85 15.100 K Factor= -3.31 429 40.250 27.20 1.25 N 6.0 25.250 150 15.241 to 6.000 0.0 429B 40.250 27.2 1.394 31.250 0.0381 1.190 Vet = 5.72 429B 40.250 -15.00 1.25 N 6.0 6.104 150 16.431 to 0 6.0 12.000 0.0 430 40.250 12.2 1.394 18.104 0.0087 0.157 Vet = 2.56 430 40.250 3.70 1.25 0 6.0 113.656 150 16.588 to 6.000 0.0 432E 40.250 15.9 1.394 119.656 0.0141 1.688 Vel = 3.34 432E 40.250 15.75 1.25 0 6.0 11.854 150 18.276 to 6.000 0.0 414 40.250 31.65 1.394 17.854 0.0504 0.900 Vel = 6.65 0.0 414 31.65 19.176 K Factor = 7.23 4296 40.250 14.99 1.25 4N 24.0 118.042 150 16.431 to 24.000 0.0 412 40.250 14.99 1.394 142.042 0.0127 1.798 Vet = 3.15 0.0 412 14.99 18.229 K Factor = 3.51 427 40.250 6.14 1.25 0 6.0 62.365 150 14.576 to 6.000 0.0 432B 40.250 6.14 1.394 68.365 0.0024 0.166 Vet = 1.29 432B 40.250 13.30 1.25 2N 12.0 75.073 150 14.742 to 12.000 0.0 432 40.250 19.44 1.394 87.073 0.0205 1.782 Vet = 4.09 432 40.250 -15.74 1.25 0 6.0 61.344 150 16.524 to 6.000 0.0 430 40.250 3.7 1.394 67.344 0.0010 0.064 Vet = 0.78 0.0 430 3.70 16.588 K Factor= 0.91 432 40.250 15.75 1.25 2N 12.0 27.323 150 16.524 to 12.000 0.0 433 40.250 15.75 1.394 39.323 0.0139 0.545 Vet = 3.31 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen-Williams A&D FIRE Page 10 AVIARA EAST Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 433 40.250 -9.58 1.25 4N 24.0 42.646 150 17.069 to 24.000 0.0 436 40.250 6.17 1.394 66.646 0.0024 0.163 Vel = 1.30 436 40.250 1.29 1.25 N 6.0 34.229 150 17.232 to 6.000 0.0 432D 40.250 7.46 1.394 40.229 0.0035 0.140 Vel = 1.57 432D 40.250 0.0 1.25 8N 48.0 149.667 150 17.372 to 48.000 0.0 435 40.250 7.46 1.394 197.667 0.0035 0.688 Vel = 1.57 435 40.250 8.29 1.25 0 6.0 9.625 150 18.060 to 6.000 0.0 432E 40.250 15.75 1.394 15.625 0.0138 0.216 Vel = 3.31 0.0 432E 15.75 18.276 K Factor = 3.68 433 40.250 9.58 1.25 29.396 150 17.069 to 0.0 434 40.250 9.58 1.394 29.396 0.0055 0.162 Vel = 2.01 434 40.250 -1.30 1.25 7N 42.0 154.333 150 17.231 to 42.000 0.0 435 40.250 8.28 1.394 196.333 0.0042 0.829 Vel = 1.74 0.0 435 8.28 18.060 K Factor = 1.95 434 40.250 1.30 1.25 3.917 150 17.231 to 0.0 436 40.250 1.3 1.394 3.917 0.0003 0.001 Vel = 0.27 0.0 436 1.30 17.232 KFactor= 0.31 422B 40.250 13.31 1.25 8.490 150 13.819 to 0.0 422C 40.250 13.31 1.394 8.490 0.0101 0.086 Vel = 2.80 422C 40.250 -7.31 1.25 N 6.0 137.781 150 13.905 to 6.000 0.0 432C 40.250 6.0 1.394 143.781 0.0023 0.335 Vel = 1.26 432C 40.250 0.0 1.25 N 6.0 137.781 150 14.240 to 6.000 0.0 4220 40.250 6.0 1.394 143.781 0.0023 0.334 Vel = 1.26 422D 40.250 0.64 1.25 N 6.0 34.125 150 14.574 to 6.000 0.0 422E 40.250 6.64 1.394 40.125 0.0028 0.113 Vel = 1.40 422E 40.250 6.67 1.25 5.396 150 14.687 to 0.0 432B 40.250 13.31 1.394 5.396 0.0102 0.055 Vel = 2.80 0.0 432B 13.31 14.742 K Factor = 3.47 422C 40.250 7.30 1.25 4N 24.0 176.083 150 13.905 to 24.000 0.0 422F 40.250 7.3 1.394 200.083 0.0033 0.669 VeL= 1.53 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen-Williams A&D FIRE Page 11 AVIARA EAST Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 EIev2 Fact Qt Act Eqiv Len Total Pt/Ft Pf 422F 40.250 -6.66 1.25 N 6.0 8.688 150 14.574 to 6.000 0.0 422D 40.250 0.64 1.394 14.688 0 0.0 Vel = 0.13 0.0 4220 0.64 14.574 K Factor = 0.17 422F 40.250 6.66 1.25 N 6.0 34.104 150 14.574 to 6.000 0.0 422E 40.250 6.66 1.394 40.104 0.0028 0.113 Vel = 1.40 0.0 422E 6.66 14.687 KFactor= 1.74 428 40.250 -9.74 1.25 2N 12.0 11.760 150 14.596 to 12.000 0.0 431 40.250 -9.74 1.394 23.760 -0.0057 -0.135 Vel = 2.05 0.0 431 -9.74 14.461 K Factor= -2.56 HI 46.100 0.0 2.5 X 14.827 1.000 120 16.906 to 14.827 2.000 **Fixed Loss 2 CR 46.100 0.0 2.635 15.827 0 0.0 Vel = 0 0.0 CR 0.0 18.906 K Factor = 0 H2 46.100 0.0 2.5 X 14.827 1.000 120 16.906 to 14.827 2.000 * * Fixed Loss = 2 CR 46.100 0.0 2.635 15.827 0 0.0 Vel = 0 CR 46.100 0.0 6 38.333 120 18.906 to 16.393 SP1 8.250 0.0 6.357 38.333 0 0.0 Vel = 0 SP1 8.250 0.0 6 X 31.433 74.333 120 35.299 to 2V 25.147 69.153 0.0 5P2 8.250 0.0 6.357 B 12.573 143.486 0 0.0 Vel = 0 SP2 8.250 0.0 6 9V 113.16 252.750 120 35.299 to 113.160 0.0 SP3 8.250 0.0 6.357 365.910 0 0.0 Vel = 0 SP3 8.250 68.21 6 5V 62.867 23.750 120 35.299 to 62.867 2.274 POC 3 68.21 6.357 86.617 0.0002 0.016 Vel = 0.69 POC 3 0.0 6 L 12.911 8.500 140 37.589 to 12.911 2.599 UGI -3 68.21 6.16 21.411 0.0002 0.004 Vel = 0.73 UG1 -3 0.0 4 2L 23.068 238.417 150 40.192 to 23.068 0.0 UG2 -3 68.21 4.23 261.485 0.0009 0.245 Vel = 1.56 UG2 -3 0.0 4 L 11.534 89.500 150 40.437 to 11.533 0.0 UG3 -3 68.21 4.23 101.033 0.0009 0.094 Vel = 1.56 UG3 -3 0.0 8 2L 39.264 66.250 150 40.531 to 39.264 0.0 UG4 -3 68.21 7.98 105.514 0 0.005 Vel = 0.44 UG4 -3 0.0 8 L 20.56 7.000 140 40.536 to E 28.468 49.028 -3.032 BK1 4 68.21 8.27 56.028 0 0.002 Vel = 0.41 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen-Williams A&D FIRE Page 12 AVIARA EAST Date Nodel Elevi K Qa Nom Fitting Pipe cFact Pt to or Ftngs Pe Notes Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf BK1 4 0.0 8 E 28.468 7.333 140 37.506 to 28.468 5.000 * * Fixed Loss = 5 BK2 4 68.21 8.27 35.801 0.0001 0.002 Vel = 0.41 8K2 4 0.0 8 L 20.56 7.000 140 42.508 to 20.560 3.032 UG5 -3 68.21 8.27 27.560 0 0.001 Vel = 0.41 UG5 -3 0.0 8 T 52.855 48.250 150 45.541 to 52.855 0.0 SRC -3 68.21 7.98 101.105 0 0.004 Vel = 0.44 100.00 Qa= 100.00 SRC 168.21 45.545 K Factor = 24.92 H3 33.833 0.0 2.5 X 14.827 1.000 120 22.219 to 14.827 2.000 * * Fixed Loss = 2 DR 33.833 0.0 2.635 15.827 0 0.0 Vel = 0 DR 33.833 0.0 6 26.000 120 24.219 to 11.080 SP4 8.250 0.0 6.357 26.000 0 0.0 Vel = 0 SP4 8.250 0.0 6 2.583 120 35.299 to 0.0 SP2 8.250 0.0 6.357 2.583 0 0.0 Vel = 0 0.0 SP2 0.0 35.299 K Factor = 0 A4 30.833 68.21 6 1.000 120 25.499 to 3.068 A3 23.750 68.21 6.357 1.000 0 0.0 Vel = 0.69 A3 23.750 0.0 6 10.083 120 28.567 to 4.133 A2 14.208 68.21 6.357 10.083 0.0002 0.002 Vel = 0.69 A2 14.208 0.0 6 X 31.433 7.208 120 32.702 to 31.433 2.364 SP5 8.750 68.21 6.357 38.641 0.0002 0.007 Vel = 0.69 SP5 8.750 0.0 6 X 31.433 2.417 120 35.073 to V 12.573 44.006 0.217 SP3 8.250 68.21 6.357 46.423 0.0002 0.009 Vel = 0.69 0.0 SP3 68.21 35.299 K Factor= 11.48 Al 3 0.0 6 4.000 120 37.563 to -2.490 SP5 8.750 0.0 6.357 4.000 0 0.0 Vel = 0 0.0 SP5 0.0 35.073 K Factor = 0 UG2 -3 0.0 4 T 29.067 6.000 140 40.437 to 29.067 -2.599 FDC 3 0.0 4.1 35.067 0 0.0 Vel = 0 0.0 FDC 0.0 37.838 K Factor = 0 Computer Programs by Hydratec Inc. Revision: 50.5520.727