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Home My WebLink About2131 FARADAY AVE; ; AS100008; Permit10/27/21, 9:04 AM AS100008 Permit Data City of Carlsbad Sprinkler Permit Job Address: 2131 FARADAY AV Permit Type: SPRINK Parcel No: 2120702000 Lot #: 0 Permit No: ASI00008 Status: ISSUED Applied 1/26/2010 Approved: 1/26/2010 Reference No.: Issued: 1/26/2010 PC #: Inspector: Project Title: GENOPTIX THREE FIRE SPRINKLER INSPECTIONS @ $65/EA Applicant: INDUSTRIAL FIRE SPRINKLER CO., 3845 IMPERIAL AV SAN DIEGO CA 619-266-6030 Owner: REYNOLDS RONALD L&JACQUELINE S TRUST 06-21-01 P0 BOX 1452 LA MESA CA r Fees ($) Add'I Fees ($) Total ($) Balance 195 0 195 0 1/1 INDUSTRIALA11 woo, FIRE SPRINKLER CO., INC. C-16 558084 GENOPTIX Hydraulic Calculations Material Cut Sheets COpE ou1,ptIah1 with the appticah codes and standardc force in the ursdictic' Tte svnerOcC0u1tOt mas thi tI' iCO ot an all caitOfl tot a htiild ft WIth the CtC ufldC5tih10 that this rcvie' in no way retievet the owner or contractor or their enttneer or archi(e' for sok for iutt coinphaIu with said codeS and standard5 the hUttdt •COd or torattY reSPOfl'ibilt Y for dinmclu eUOr oiOiSt°' negtigelt in ilee lefici it naI1S wlIi or not noted in this revtC' Date, 11gP6110 F1 RFCOMMt) APt)RO'' AS N(JTED U' 3845 Imperial Ave., San Diego, CA., 92113 • Phone (619) 266-6030 • Fax (619) 266-6035 20TH ANNIVERSARY 1986-2006 [Hydraulic, Summary I , §1 Job Number: 09-655 Pertnrt flqrrirsf iron n'%A/zirahnijea Job - Job Number 09-655 Design Engineer Job Name. Genoptix StateCertiticalionlucense Number Address I 2131 Faraday Ave. Carlsbad, CA 92008 AHJ Address 2 Job Site/Building Address 3 Cale Area #1 Dravang Name Roof Piping Cale Model.cad System RemQte Area(s)- Most Demanding Springer Data 8.1 K-Factor 31.68 at 15.297 Occupancy Spec. Warehouse Job Settle Hose Allowance At Source 0.00 Density 0.33gpm1ft2 Area of Application 3000.00ft2 (Actual 3110.98ft2) Additional Hose Supplies Node Flow(pom) Hose At Node 2 500.00 Number Of Sprtnldare Calculated 36 Coverage Per Spnnlder 96.00ft2 AotoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: 66.113 Right: 66.113 6391 .73ga1 Total Hose Streams 500.00 System Row Demand 1695.16 Total Water Required (inducing Hose Allowance) 1695.16 Maximum Pressure Unbalance In Loops 0.000 Maximum Valoelty Above Ground 14.81 between nodes 113 and 114 Maximum Velocity Under Ground 13.16 between nodes 7 and 8 Volume Capacity at Wet Pipes Volume capacity at Dry Pipes Node Hose Flow (gpm) Static (psi) Residual , Flow pm (psi) .' (g) Available ' Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 100.000 95.000 I 890.00 83.532 I 1695.16 66.113 17.419 FILE COpy Contractor Contractor Number 21 Contart Name Clark Cowar Contact ride Superintendent i Name or Contractor: Reno Contracting, Inc Phone 619-520-3810 Extension Address I 1450 Frazee Rd. #100 San Diego, CA 92108 FAX Address 2 E.mail City State 2ip Coda Web.Site ,©M.E.P.CAD, Inc. 5§1 AutoSPRlNK®VR8v8.0.38 01/22/2010 12:17:18PM Page 1 111 1SOmmary Of Oufflowing Devices Job Number: 09-655 RAnnrt flrirtinn Sn- Wrhnii Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 2 500.00 500.00 0 63.719 Sprinkler 122 34.64 31.68 8.1 18.285 Sprinkler 124 33.84 31.68 8.1 17.449 Sprinkler 126 33.29 31.68 8.1 16.890 Sprinkler 128 33.03 31.68 8.1 16.624 Sprinkler 130 32.95 31.68 8.1 16.546 Sprinkler 132 32.95 31.68 8.1 16.544 Sprinkler 134 33.01 31.68 8.1 16.609 Sprinkler 136 33.26 31.68 8.1 16.856 Sprinkler 138 33.78 31.68 8.1 17.390 Sprinkler 140 34.29 31.68 8.1 17.925 Sprinkler 142 33.51 31.68 8.1 17.119 Sprinkler 144 32.98 31.68 8.1 16.579 Sprinkler 146 32.73 31.68 8.1 16.328 Sprinkler 148 32.66 31.68 8.1 16.260 Sprinkler 150 32.66 31.68 8.1 16.262 Sprinkler 152 32.74 31.68 8.1 16.333 Sprinkler 154 32.99 31.68 8.1 16.587 Sprinkler 156 33.52 31.68 8.1 17.126 Sprinkler 158 34.27 31.68 8.1 17.905 Sprinkler 160 33.38 31.68 8.1 16.987 Sprinkler 162 32.86 31.68 8.1 16.453 Sprinkler 164 32.60 31.68 8.1 16.202 Sprinkler 166 32.53 31.68 8.1 16.131 Sprinkler 168 32.53 31.68 8.1 16.128 Sprinkler 170 32.60 31.68 8.1 16.196 Sprinkler 172 32.85 31.68 8.1 16.446 Sprinkler 174 33.38 31.68 8.1 16.979 Sprinkler 176 34.57 31.68 8.1 18.220 Sprinkler 178 33.77 31.68 8.1 17.387 Sprinkler 180 33.32 31.68 8.1 . 16.922 Sprinkler 182 33.12 31.68 8.1 16.721 c Sprinkler 184 31.68 31.68 8.1 15.297 Sprinkler 187 33.04 31.68 8.1 16.639 Sprinkler 189 33.06 31.68 8.1 16.655 Sprinkler 191 33.20 31.68 8.1 16.800 Sprinkler 193 33.58 31.68 8.1 17.183 c Most Demanding Sprinkler Data ,©M.E.P.CAD, Inc. j(AutoSPRlNK®VR8v8.0.38 01/22/2010 12:17:20PM Page 2 §jjHydrauH6 Analysis I Job Number: 09-655 Rennrt flprrinfirn Snr' lA!rah',i.. Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pr essure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream Route SP 1.0490 31.68 11.76 120 0.304740 0'-7 N 3.226 184 183 15-5 14-10 31.68 8.1 15.297 18.776 Sprinkler, P0(5-0), C(5'-O) 10-0 10'-7 Pe 0.254 Pv BL 2.1570 24.22 2.13 120 0.005541 8'-0 Pt 0.044 183 181 14-10 14'-10 18.776 18.823 8'-C Pe 0.003 Pv BL 2.1570 57.34 5.03 120 0.027291 8'-0 Pt 0.218 181 179 14-10 14-10 33.12 18.823 19.044 Flow (q) from Route 20 8'-0 Pc 0.003 Pv BL 2.1570 90.67 7.96 120 0.063689 81-( Pf 0.510 179 177 14-10 14-10 33.32 19.044 19.556 Flow (q) from Route 24 8-1 Pc 0.003 Pv BL 2.1570 124.44 10.93 120 0.114414 81-C N 0.915 177 175 14-10 14-10 33.77 19.556 20.474 Flow (q) from Route 30 8-I Pc 0.003 Pv BL 2.1570 159.01 13.96 120 0.180078 3'-lC Pt 2.906 175 120 14-10 14'-10 34.57 20.474 23.382 Flow (q) from Route 35 P0(12-3%) 1231/ 16'-lY Pc 0.001 Pv RN 2.1570 159.01 13.96 120 0.180078 0-11 Pf 2.38T- 120 119 14'-l0 13-10% 23.382 26.168 P0(12-3%) 12'-3Y 13-3 Pc 0.403 Pv CM 4.3100 159.01 3.50 120 0.006186 12'-0 Pt 0.074 119 117 13101/2 13-11 26.168 26.239 12'-0 Pc -0.004 Pv CM 4.3100 324.44 7.13 120 0.023139 9'-7 N 0.222 117 115 13-11 13'-l1 165.42 26.239 26.458 Flow (q) from Route 3 9'-7 Pc -0.003 Pv CM 4.3100 490.76 10.79 120 0.049757 1 V-7 Pt 0.576 115 113 13'-l1 13-11 166.32 26.458 27.031 Flow (q) from Route 6 1 V4 Pc -0.003 Pv CM 4.3100 659.47 14.50 120 0.085952 10'-IC Pt 0.931 113 111 13-11 13-11 168.71 27.031 27.959 Flow (q) from Route 12 10-1 Pc -0.003 Pv CM 4.3100 600.36 13.20 120 0.072246 12'- Pt 2.496 111 48 13-11 13'-11 27.959 30.451 IT (22'-3%) 22'-3Y 34'-6Y Pc -0.004 Pv CM 4.3100 525.09 11.55 120 0.056387 1101/ Pf 0.106 48 46 13-11 13-11Y2 30.451 30.552 1l0h/ Pc -0.006 Pv CM 4.3100 492.28 10.83 120 0.050042 11'-I11/ Pf 0.598 46 44 13-11% 14-0% 30.552 31.113 11'-1lYPv Pc -0.037 CM 4.3100 464.89 10.22 120 0.045013 12-C Pt 0.540 44 42 14-0% 14-1% 31.113 31.617 12-1 Pc -0.037 Pv CM 4.3100 443.05 9.74 120 0.041181 12-I Pt 0.494 42 40 14-1% 14-2% 31.617 32.074 12'-C Pc -0.037 Pv CM 4.3100 427.31 9.40 120 0.038514 12'-C Pf 0.462 40 38 14-2% 1431/2 32.074 32.499 12'-C Pc -0.037 Pv CM 4.3100 419.70 9.23 120 0.037255 12'- Pt 0.447 38 36 14-3% 14-4% 32.499 32.909 12'-C Pc -0.037 Pv CM 4.3100 415.25 9.13 120 0.036528 12'-C Pf 0.438 36 34 14-4% 14-5% 32.909 33.311 12'- Pc -0.037 Pv CM 4.3100 426.37 9.38 120 0.038358 12'- Pt 0.460 34 33 14-5% 14'-5% 11.12 33.311 33.766 Flow (q) from Route 37 12'-C Pc -0.004 Pv CM 4.3100 442.59 9.73 120 0.041100 12'-C Pf 0.493 33 31 14-5% 1441/2 16.21 33.766 34.288 Flow (q) from Route 40 12'-C Pc 0.028 Pv CM 4.3100 463.75 10.20 120 0.044809 12- Pt 0.538 31 28 14-4% 14-4 21.16 34.288 34.855 Flow (q) from Route 55 12-C Pc 0.029 Pv CM 4.3100 491.48 10.81 120 0.049892 12-C Pf 0.599 28 27 14-4 14'-3 27.73 34.855 35.482 Flow (q) from Route 46 12-C Pc 0.029 Pv ,©M.E.P.CAD, Inc. sffi, AutoSPRINK®VR8v8.0.38 01/22/2010 12:17:23PM Page 3 IHydrau1ic Analysis; 1 Job Number: 09-655 Pr,trt cr'rirfi,'n Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream CM 4.3100 524.21 11.53 120 0.056213 1 V-0 11 '- Pf 0.618 Pe 0.026 Pv 27 14-3 32.74 35.482 Flow (q) from Route 52 24 14-2% 36.126 CM 4.3100 561.67 12.35 120 0.063868 1'-5 V-5 Pt 0.092 Pe 0.003 Pv 24 14-21/2 37.45 36.126 Flow (q) from Route 53 23 14'-21/2 36.222 CM 6.3570 561.67 5.68 120 0.009624 8'-7 8'-7 Pf 0.082 Pe 0.020 Pv 23 14-2% 36.222 21 14-2 36.325 CM 6.3570 600.36 6.07 120 0.010886 0-10 OLIO Pf 0.009 Pe 0.002 Pv 21 14-2 38.69 36.325 Flow (q) from Route 54 20 14-1% 36.336 CM 6.3570 1195.16 12.08 120 0.038909 50-107 44'-0 94'-10Y Pt 3.692- Pe 0.039 Pv 20 14-1% 594.80 36.336 Flow (q) from Route 2 10 14'-072 40.066 fT(31-5), fE(12-7) FR 6.3570 1195.16 12.08 120 0.038909 15-87 25-2 40101/ Pf 1.590 Pe 5.868 Pv 10 14-0% 40.066 9 0-6 47.524 2fE(12'-7) UG 6.4000 1195.16 11.92 140 0.028310 3-6 15-67 19-07 Pf 0.539 Pe 1.517 Pv 9 0-6 47.524 8 -3'-O 49.581 LtE(15-6%) UG 6.0900 1195,16 13.16 150 0.031734 5-67 5-67 Pt 0.175 Pe -0.000 Pv 8 4-0 49.581 7 -3-0 49.757 UG 6.4000 1195.16 11.92 140 0.028310 2-77 15-67 18'-27 Pf 0.515 Pe -0.000 Pv 7 -3-0 49.757 6 4-0 50.272 LtE(15'-6%) UG 6.0900 1195.16 13.16 150 0.031734 58-97 27'- 86'-r Pt 2.745 Pe Pv 6 -3-0 50.272 5 4-0 53.017 2LtE(13-1072) UG 6.2800 1195.16 12.38 140 0.031044 12-I 58-37 2) 70-37 Pf 7.183 Pe Pv 5 -3-0 53.017 4 -3-0 60.200 2E(22'-l), BFP(-5.000), LtE(14' UG 6.0900 1195.16 13.16 150 0.031734 13-97 4621/ 60- Pf 1.904 Pe Pv 4 -3-0 60.200 3 -3-0 62.104 T(46-272) UG 7.9800 1195.16 7.67 150 0.008509 137-0 52'-1 189-97 Pt 1.615 Pe Pv 3 4-0 62.104 2 -3-0 63.719 C(52'-1 0) UG 7.9800 1695.16 10.87 150 0.016243 75'- 72'- 0) 147'-.1.Pv Pf 2.395 Pe 2 4-0 500.00 63.719 Supply, 1 4-0 66.113 EE(13'-7), GV(6'-01/2), S, T(52'- 0.00 Hose Allowance At Source 1 1695.16 Route 2 ..... SP 1.0490 32.53 12.08 120 0.320032 0'- Pf 1.787 168 167 15'-5% 14-101/2 32.53 8.1 16.128 18.168 Sprinkler, P0(5-0) 5~-O 5-7 Pe 0.253 Pv BL 2.1570 32.76 2.88 120 0.009685 8'-C Pt 0.077 167 169 14-101/2 14-1072 0.23 ' 18.168 18.243 Flow (q) from Route 56 8'-C Pe -0.003 Pv BL 2.1570 65.35 5.74 120 0.034758 8'-C Pf 0.278 169 171 14101/2 14-11 32.60 18.243 18.518 Flow (q) from Route 4 8'-C Pe -0.003 Pv BL 2.1570 98.20 8.62 120 0.073829 8-I Pf 0.591 171 173 14-11 14'-11 32.85 18.518 19.106 Flow (q) from Route 10 8'-C Pe -0.003 Pv 131- 2.1570 131.58 11.55 120 0.126852 75-lI Pt 11.180 173 107 14'-11 14111/2 33.38 19.106 30.261 Flow (q) from Route 25 Z, P0(12-31/,.) 12-37 88-17 Pe -0.025 Pv RN 2.1570 131.58 11.55 120 0.126852 0-1 1/ Pt 1.674- 107 106 14-11% 14-1 30.261 32.319 PO(12'-31/2) 12-37 1321/ Pe 0.385 Pv CM 4.3100 271.91 5.98 120 0.016689 9W Pf 0.160 106 104 14-1 14-1 140.33 32.319 32.473 Flow (q) from Route 18 9'-7 Pe -0.006 Pv CM 4.3100 403.68 8.88 120 0.034667 1 V-7 Pt 0.402 104 102 14-1 14-1/2 131.77 32.473 32.867 Flow (q) from Route 9 1 V-7 Pe -0.007 Pv 0 M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.0.38 01/22/2010 12:17:23PM Page 4 Hydraulic Analysis I Job Number: 09-655 Renort Desrintion Snp.r Wrhnii Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream CM 4.3100 535.69 11.78 120 0.058512 10-10 10'-10 Pf 0.634 __ Pe -0.007 Pv 102 14-1 V2 132.01 32.867 Flow (q) from Route 16 100 1411/2 . 33.494 CM 4.3100 594.80 13.08 120 0.071013 1 27.12 '- 01/ 40'-lY Pt Pe Pv 2.849 -0.008 100 14-1% 59.11 33.494 Flow (q) from Route 43 20 14-1% 36.336 P0(27-10%) Go ..... Route 3..''. SP 1.0490 32.53 12.08 120 0.320076 0'-7 5'-0 V-7 Pf Pe Pv 1.787 0.253 166 15-5% 32.53 8.1 16.131 Sprinkler, 165 14.101/2 18.171 P0(5-0) BL 2.1570 32.31 2.84 120 0.009440 8'-0 8-C Pf Pe Pv 0.076 0.003 165 14.10V. 18.171 183 14-10% 18.249 BL 2.1570 64.91 5.70 120 0.034322 8-0 8-0 Pt Pe Pv 0.273- 0.003 163 14-10% 32.60 18.249 Flow (q) from Route 5 161 14-101/2 18.526 BL 2.1570 97.77 8.58 120 0.073223 8-0 8-1 Pt Pe Pv 0.586 0.003 161 14-101/2 32.86 18.526 Flow (q) from Route 11 159 14-10% 19.115 BL 2.1570 131.15 11.51 120 0.126088 8-1 8-0 Pf Pe Pv 1.009 0.003 159 14-10% 33.38 19.115 Flow (q) from Route 26 157 14-101/2 20.126 BL 2.1570 165.42 14.52 120 0.193737 3-11 12'-3Y 16'-1Y Pt Pe Pv 3.128 0.001 157 14.101/z 34.27 20.126 Flow (q) from Route 33 118 14-10 23.255 P0(12-3%) RN 2.1570 165.42 14.52 120 0.193737 0'-11V 12-31/ 13'- Pf Pe Pv 2.569 0.414 118 14-10 23.255 117 13-11 26.239 P0(12-31/2) ..... Route 4 ..... SP 1.0490 32.60 12.10 120 0.321277 0 -71Pf 1.794 170 169 15.51/2 14-101/2 32.60 8.1 16.196 18.243 Sprinkler, PO(5'-0) 5-0 6-7 Pe Pv 0.253 66 ..... Route 5 ..... SP 1.0490 32.60 12.10 120 0.321378 0-71 Pf 1.794 164 163 15-5% 14-10% 32.60 8.1 16.202 18.249 Sprinkler, P0(5-0) 5'- 5-7jPv Pe 0.253 Route 6•'•'• SP 1.0490 32.66 12.12 120 0.322445 0'-61/2 Pf 1.789 148 147 1551/2 14-11 32.66 8.1 16.260 18.286 Sprinkler, P0(5-0) 5-0 5-6V Pe Pv 0.237 BL 2.1570 32.80 2.88 120 0.009708 8'-C Pf 0.078 147 145 14-11 14-11 0.14 18.286 18.366 Flow (q) from Route 7 8-0 Pc Pv 0.003 BL 2.1570 65.53 5.75 120 0.034931 7.111/ Pf 0.278 145 143 14-11 14-11 32.73 18.366 18.647 Flow (q) from Route 8 7-11Y Pc Pv 0.003 BL 2.1570 98.51 8.65 120 0.074259 8'-01/2 Pt 0.596 143 141 14-11 14-10% 32.98 18.647 19.246 Flow (q) from Route 14 801/ Pc Pv 0.003 BL 2.1570 132.02 11.59 120 0.127848 8-I Pf 1.021 141 139 14-101/2 14-10% 33.51 19.246 20.270 Flow (q) from Route 27 8'-I Pc Pv 0.003 BL 2.1570 166.32 14.60 120 0.195677 3L101/ Pf 3.164 139 116 14-10% 14-101/2 34.29 20.270 23.435 Flow (q) from Route 34 P0(12-3%) 12'-3Y 16-2 Pc 0.001 Pv RN 2.1570 166.32 14.60 120 0.195677 0.111/ Pt 2.599 116 115 14-10% 13-11 23.435 26.458 P0(12-31/2) 12'-3V 13'-31 Pc Pv 0.424 ..... Route 7••'' SP 1.0490 32.66 12.13 120 0.322478 0'-6Y Pf 1.787 150 149 15-5% 14-11 32.66 8.1 16.262 18.283 Sprinkler, PO(5'-O) 5'-0 5'.61/4Pv Re 0.235 BL 2.1570 0.14 0.01 120 0.000000 8'-0 Pf 0.000 149 147 14-11 14-11 18.283 18.286 8'4Pv Pc 0.003 • 'Route 8 ..... SP 1.0490 32.73 12.15 120 0.323705 0.614Pf 1.798 146 145 15-5% 14-11 32.73 8.1 16.328 18.366 Sprinkler, P0(5-0) 5'-c 5'-6YPv Pc 0.240 -Route 9 ..... ,©M.E.P.CAD, Inc. ftjAutoSPRlNKI5VR8v8.0.38 01/22/2010 12:17:23PM Page 5 11 [Hydraulic Analysis 1 Job Number: 09-655 Renrrt srirltir1n Snôr 1AInrahni ilza Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure - Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary SP 1.0490 32.74 12.15 120 0.323785 0'-6Y Pf 1.792 152 151 1551,4 14-11 32.74 8.1 16.333 18.357 Sprinkler, PO(5'-O) 5'-0 5'-6Y Pe Pv 0.232 BL 2.1570 65.26 5.73 120 0.034668 8-( Pf 0.277 151 153 14-11 14-11 59.11 18.357 18.632 Flow (q) from Route 42 8-C Pe Pv -0.003 BL 2.1570 98.25 8.63 120 0.073897 8-0 Pf 0.592 153 155 14-11 14-11 32.99 18.632 19.221 Flow (q) from Route 15 8-0 Pe Pv -0.003 BL 2.1570 131.77 11.57 120 0.127196 75-9Y Pf 11.207 155 105 14-11 15-0 33.52 19.221 30.402 Flow (q) from Route 28 P0(12-31/2) 12-3Y 88-11/2 Pe Pv -0.025 RN 2.1570 131.77 11.57 120 0.127196 0-11 Pf 1.680 105 104 15-0 14-1 30.402 32.473 PO(12-31,4) 12-3Y 13-2Y Pe Pv 0.391 eal ..... Route lO••••• - SP 1.0490 32.85 12.19 120 0.325858 0'-7rPf 1.819 172 171 15-6 14-11 32.85 8.1 16.446 18.518 Sprinkler, P0(5-0) 5'-0 5'-7jPv Pe 0.253 'Route 11••• SP 1.0490 32.86 12.20 120 0.325990 0'-7fPf 1.820 162 161 1551/2 14-10% 32.86 8.1 16.453 18.526 Sprinkler, P0(5-U) 5-t 5-7tPv Pe 0.253 eal ..... Route 12 ..... SP 1.0490 32.95 12.23 120 0.327651 0'-7 Pf 1.829 132 131 15-6% 1411h/2 32.95 8.1 16.544 18.626 Sprinkler, P0(5-0) 5'-0 6- Pe Pv 0.253 BL 2.1570 0.98 0.09 120 0.000015 8-0 Pf 0.000 131 129 14-11% 14-11% 18.626 18.629 8-0 Pe Pv 0.003 BL 2.1570 33.93 2.98 120 0.010334 8-0 Of 0.08T- 129 127 14-111/2 14-11 32.95 18.629 18.714 Flow (q) from Route 13 8-0 Pe Pv 0.003 BL 2.1570 66.95 5.88 120 0.036346 8-0 Pf 0.291 127 125 14-11 14-11 33.03 18.714 19.008 Flow (q) from Route 17 8-0 Pe Pv 0.003 BL 2.1570 100.24 8.80 120 0.076688 8-0 Pf 0.614 125 123 14-11 14-11 33.29 19.008 19.624 Flow (q) from Route 23 8-0 Pe Pv 0.003 BL 2.1570 134.08 11.77 120 0.131341 8'-0 Pf 1.051 123 121 14-11 14-11 33.84 19.624 20.677 Flow (q) from Route 32 8-' Pe Pv 0.003 BL 2.1570 168.71 14.81 120 0.200921 31 Pf 3.243 121 114 14-11 14-11 34.64 20.677 23.921 Flow (q) from Route 36 P0(12-3%) 1231/ 16-11/ Pe Pv 0.001 RN 2.1570 168.71 14.81 120 0.200921 1- Pf 2.674 114 113 14-11 13-11 23.921 27.031 P0(12-31/2) 12-31/ 13-3Y Pe Pv 0.435 .Route 13 ..... SP 1.0490 32.95 12.23 120 0.327698 0-7[Pf 1.830 130 129 1561/2 14-11% 32.95 8.1 16.546 18.629 Sprinkler, P0(5-0) 5'- 5'- Pe Pv 0.253 .Route 14 ..... SP 1.0490 32.98 12.24 120 0.328300 1 0-6/ 1.825 144 143 15-5% 14-11 32.98 8.1 16.579 18.647 Sprinkler, P0(5-0) 5-0 56h/ Pvf 0.243 low .Route 15 ..... SP 1.0490 32.99 12.25 120 0.328433 Olt M, 1.816 154 153 15-5% 14-11 32.99 8.1 16.587 18.632 Sprinkler, P0(5-0) 5-1 Pe 5'-6'/2 Pv 0.229 Route 16 ..... SP 1.0490 33.01 12.25 120 0.328838 OW Pf 1.836 134 133 15-6% 14111/2 33.01 8.1 16.609 18.697 Sprinkler, P0(5-0) 5'-0 6-7 Pe Pv 0.253 BL 2.1570 64.98 5.71 120 0.034391 8-0 Pf 0.275 133 135 14-111/2 14-111/2 31.97 18.697 18.970 Flow (q) from Route 50 8'-Q Pe -0.003 Pv BL 2.1570 98.23 8.62 120 0.073874 8'-0 Pf 0.591 135 137 14-111/2 14-11% 33.26 18.970 19.558 Flow (q) from Route 22 8-0 Pe -0.003 Pv 40M.E.P.CAD, Inc. AutoSPRlNK®VR8v8.0.38 01/22/2010 12:17:23PM Page 6 J1111Hydra U1ic Analysis I Job Number: 09-655 Rnrrf flp rir,Hr,n A/rhr,, ,c Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream BL 2.1570 132.01 11.59 120 0.127626 75-10 12.31/ 88'-IY Pf 11.248 Pe -0.025 Pv 137 14.111/2 33.78 19.558 Flow (q) from Route 31 103 15-0% 30.781 PO(12'-31%) RN 2.1570 132.01 11.59 120 0.127626 0-11 12'-3Y 13'-2Y Pt 1.688 Pe 0.398 Pv 103 15-0% 30.781 102 14-1% 32.867 P0(12-3%) Qb .Route 17 ..... SP 1.0490 33.03 12.26 120 0.329116 0'-7Pf 1.838 128 127 15-6 14-11 33.03 8.1 16.624 18.714 Sprinkler, P0(5-0) 5'- 5'-71Pv Pe 0.253 =. ..... Route 18 ..... SP 1.0490 33.04 12.27 120 0.329395 0'-7 Pt 1.840 187 186 15-5 14-10 33.04 8.1 16.639 18.732 Sprinkler, P0(5-0) 5'-0 5'-7 Pe 0.254 Pv BL 2.1570 17.18 1.51 120 0.002934 4.111/ Pt 0.051 186 185 14'-10 14-10 18.732 18.785 P0(12-3%) 12'-3Y 17.31/ Pe 0.002 Pv BL 1.4420 24.63 4.84 120 0.040630 100-0 Pf 4.969 185 194 14-10 14-11 7.46 18.785 23.729 Flow (q) from Route 49 6LtE(2'-5Y4, P0(7-5) 2231/ 122'-3Y Pe -0.025 Pv BL 2.1570 140.33 12.32 120 0.142902 31'-81/2 Pt 6.290 194 108 14-11 14'-11 115.70 23.729 30.008 Flow (q) from Route 19 Z, P0(12-3%) 12'-3Y 44-I Pe -0.011 Pv RN 2.1570 140.33 12.32 120 0.142902 0'-101/ Pt 1.883 108 109 14-11 1401/2 30.008 32.268 P0(12.3%) 1231/ 13-: Pe 0.377 Pv CM 4.3100 140.33 3.09 120 0.004909 12-I P1 0.059 109 106 14-0% 14-1 32.268 32.319 12.1 Pe -0.008 Pv Gb ..... Route 19 ..... SP 1.0490 33.06 12.27 120 0.329687 0'-7 Pf 1.841 189 188 15.51/2 14-10% 33.06 8.1 16.655 18.750 Sprinkler, P0(5-0) 5'-0 V-7 Pe 0.254 Pv BL 2.1570 48,92 4.30 120 0.020340 8'-0 Pf 0.163 188 190 14-10% 14'-101/2 15.86 18.750 18.910 Flow (q) from Route 48 8-0 Pe -0.003 Pv BL 2.1570 82.12 7.21 120 0.053032 8-0 Pf 0.424 190 192 14-10% 14-10% 33.20 18.910 19.332 Flow (q) from Route 21 8'-( Pe -0.003 Pv BL 2.1570 115.70 10.16 120 0.099988 44'-1Y Pf 4.412 192 194 14-101/2 14-11 33.58 : 19.332 23.729 Flow (q) from Route 29 44-1Y Pe -0.015 Pv ..... Route 20 ..... SP 1.0490 33.12 12.30 120 0.330903 0-7Pf 1.848 182 181 15-5 14-10 33.12 8.1 16.721 18.823 Sprinkler, P0(5-0) 5'- 5-71Pv Pe 0.254 ..... Route 21 ..... SP 1.0490 33.20 12.32 120 0.332345 0-7TPf 1.856 191 190 15-5% 14-10% 33.20 8.1 16.800 18.910 Sprinkler, P0(5-0) 5- 5'- Pe 0.254 Pv Qw •'•• Route 22•••• SP 1.0490 33.26 12.35 120 -.0.333362 0-71 Pf 1.861 136 135 15-6% 14-111/2 33.26 8.1 16.856 18.970 Sprinkler, P0(5-0) 5--0 5'-Pv Pe 0.253 .... Route 23 • SP 1.0490 33.29 12.36 120 0.333989 0-71 Pf 1.865 126 125 15-6 14'-11 33.29 8.1 16.890 19.008 Sprinkler, P0(5-0) 5'-0 6-7 Pe 0.253 Pv ..... Route 24 ..... SP 1.0490 33.32 12.37 120 0.334572 0-71 Pt 1.869 180 179 15-5 14-10 33.32 8.1 16.922 19.044 Sprinkler, P0(5-0) 5'-c 5'-71Pv Pe 0.254 -Route 25 ..... SP 1.0490 33.38 12.39 120 0.335622 0'-7fPf 1.874 174 173 15-6 14-11 33.38 8.1 16.979 19.106 Sprinkler,. P0(5-0) 5'-0 5'-7 Pe 0.253 Pv .Route 26 ..... SP 1.0490 33.38 12.39 120 0.335763 0:- Pf 1.875 160 159 15-5% 14-101/2 33.38 8.1 16.987 19.115 Sprinkler, P0(5-0) 5'-c 5'-4Pv Pe 0.253 ©M.E.P.CAD, Inc. AutoSPRlNK®VR8v8.0.38 01/22/2010 12:17:23PM Page 7 {ydrauIic Analysis 1 Job Number: 09-655 Priirt flpprinfirn' r,t' \AIrhi ie Pipe Type Diameter Flow Velocity HWC Friction Loss Length IPressure Eq. Length Total Lengthj Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream Go .Route 27 ..... SP 1.0490 33.51 12.44 120 0.338166 1 0-APt 5 - 5-7Pv 1.882 Pc 0.245 142 15_51/2 33.51 8.1 17.119 Sprinkler, I 5-0 141 l4l01/2 19.246 P0() ..... Route 28 • SP 1.0490 33.52 12.44 120 0.338300 0614Pf 1.868 156 155 155h/2 14-11 33.52 8.1 17.126 19.221 Sprinkler, PO(5'-O) 5'-f 5614Pv Pc 0.227 .Route 29 • SP 1.0490 33.58 12.46 120 0.339338 0'-7 Pf 1.895 193 192 15-51/2 14-10% 33.58 8.1 17.183 19.332 Sprinkler, P0(5-0) 5'-0 5'-7 Pc 0.254 Pv Go ..... Route 30••••• SP 1.0490 33.77 12.54 120 0.343063 0-7jPf 1.916 178 177 15-5 14-10 33.77 8.1 17.387 19.556 Sprinkler, P0(5-0) 5'-i 5'-7jPv Pc 0.254 ..... Route 31 ..... SP 1.0490 33.78 12.54 120 0,343117 0-TPf 1.916 138 137 15-6% 14-111/2 33.78 8.1 17.390 19.558 Sprinkler, P0(5-0) 5-01 5'-7 Pc 0.253 Pv eb ..... Route 32 • SP 1.0490 33.84 12.56 120 0.344204 0-71 Pf 1.922 124 123 15-6 14-11 33.84 8.1 17.449 19.624 Sprinkler, P0(5-0) 5-0 6-7 Pe 0.253 Pv Qb .Route 33 ..... SP 1.0490 34,27 12.72 120 0.352512 0'-71Pf 1.968 158 157 1551/2 14-10% 34.27 , 8.1 17.905 20.126 Sprinkler, P0(5-0) 5'-f 51 Pe 0.253 Pv Go ..... Route 34 ..... SP 1.0490 34.29 12.73 120 0.352870 0'- Pf 2.025 140 139 15-7% 14-101/2 34.29 8.1 17.925 20.270 Sprinkler, P0(5-0) 5- 5-9jPv Pc 0.320 Ga •.••• Route 35••••• SP 1.0490 34.57 12.84 120 0.358244 0'-7fPf 2.001 176 175 15-5 14-10 34.57 8.1 18.220 20.474 Sprinkler, P0(5-0) 5'- c 5-7 Pc 0.254 Pv ab ..... Route 36 ..... SP 1.0490 34.64 12.86 120 0.359435 0-9çPf 2.067 122 121 15-8 14-11 34.64 8.1 18.285 20.677 Sprinkler, PO(5'-O) 5- 5--1 Pc 0.325 Pv =. ..... Route 37'•••• CM 4.3100 75.27 1.66 120 0.001551 57'51/ Pt 0.119 48 49 13-11 13111/2 30.451 30.548 2fE(9'-5%) 18111/ 76-i Pc -0.022 Pv CM 4.3100 37.58 0.83 120 0.000429 1 V-8 Pf 0.005 49 51 13111/2 13-101/2 30.548 30.601 11-8 Pc 0.047 Pv RN 2.1570 37.58 3,30 120 0.012487 0-11 Pf 0.165 51 52 13-101/2 14-9% 30.601 30.369 P0(12-3%) 12-3Y 132h/ Pc -0.397 Pv BL 2.1570 37.58 3.30 120 0.012487 103'4 Pt 1.602 52 84 14-9% 14-4 30.369 32,162 P0(12-3%) P0(12-3%) 24-71/ 128'-"Pv Pc 0.191 RN 2.1570 37.58 3.30 120 0.012487 1-21/ Pt 0.169 84 83 14-4 13-2 32.162 32.846 P0(12-3%) 12'-31/ 13'- Pc 0.515 Pv CM 4.3100 37.58 0.83 120 0.000429 1 V-8 Pf 0.005 83 81 13-2 13-3% 32.846 32.783 11'-8 Pc -0.067 Pv CM 4.3100 75.27 1.66 120 0.001551 11 1-8 Pf 0.018 81 79 1331/2 13-5% 37.69 32.783 32.734 Flow (q) from Route 38 11-8 Pc -0.067 Pv CM 4.3100 108.08 2.38 120 0.003028 11'-11Y Pt 0.036 79 77 13-5% 13-7% 27.73 32.734 32.702 Flow (q) from Route 45 11-11Y Pc -0.069 Pv CM 4.3100 135.47 2.98 120 0.004599 12'-( Pf 0.055 77 75 1371/ 13-9% 27.39 32.702 32.688 Flow (q) from Route 57 12'-q Pc -0,069 Pv CM 4.3100 157.31 3.46 120 - 0.006064 12'-0 Pf 0.073 75 73 13-9% 13-111/2 16.21 32.688 32.691 Flow (q) from Route 39 12-0 Pc -0.069 Pv , © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8,0.38 01/22/2010 12:17:23PM Page 8 111 1F.,ydrau1ic Analysis I Job Number: 09-655 Renort flesr.rirfin Snt Wrehniitr Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream CM 4.3100 173.05 3.81 120 0.007234 12-0 12-0 P1 0.087 Pe -0.069 Pv 73 13111/2 15.75 32.691 Flow (q) from Route 58 71 14-1. . 32.709 CM 4.3100 180.66 3.97 120 0.007833 28'-C 18'-1 1'/, 4611h/ Pt 0.368 Pe -0.069 Pv 71 14-1 7.61 32.709 Flow (q) from Route 59 69 14-3 33.007 2fE(9-51/.) CM 4.3100 185.11 4.07 120 0.008194 12-I 12'-C Pf 0.098 Pe -0.069 Pv 69 14-3 4.45 33.007 Flow (q) from Route 60 67 14-5 33.037 RN 2.1570 11.12 0.98 120 0.001313 0-11 123h/ 13-2Y Pt 0.017 Pe -0.394 Pv 67 14-5 33.037 P0(12-3%) 68 15-4 32.660 BL 2.1570 11.12 0.98 120 0.001313 16T-7 2471/ 192-2Y Pf 0.252 Pe -0.093 Pv 68 15-4 32.660 P0(12-3%) 35 15-6% 32.819 P0(12-31/2) RN 2.1570 11.12 0.98 120 0.001313 1-1 12-3V 13- Pf 0.018 Pe 0.474 Pv 35 15-6% 32.819 34 14-5% 33.311 P0(12-3%) ..... Route 38 ..... RN 2.1570 37.69 3.31 120 0.012555 0-i1lpt 0.166 49 50 13-11% 14-10% 30.548 30.318 P0(12-3%) 12-3Y 13-2Y Pe -0.397 Pv BL 2.1570 37.69 3.31 120 0.012555 1034 P1 1.610 50 82 14-101/2 14-5% 30.318 32.120 P0(12-3%) P0(12-3%) 2471/ 128'- Pe 0.191 Pv RN 2.1570 37.69 3.31 120 0.012555 1,_11/ Pt 0.169 82 81 14-5% 13-3% 32.120 32.783 P0(12-3%) 12-31/ 13-5Y Pe 0.495 Pv __Route 39 ..... RN 2.1570 21.83 1.92 120 0.004572 111/ Pt 0.061 42 43 14-1% 15-2% 31.617 31.198 PO (112'-3%) . 1231/ 13-5 Pe -0.480 Pv BL 2.1570 21.83 1.92 120 0.004572 151'-7 Pt 0.806 43 76 15-2% 1501/z 31.198 32.088 P0(12-3%) Z, P0(12-31/2) 2471/ 17621/ Pe 0.084 Pv RN 2.1570 21.83 1.92 120 0.004572 1- Pf 0.062 76 75 15-0% 13'g% . : 32.088 32.688 P0(123%) 123h/ 1361/ Pe 0.538 Pv ••••• Route 4O••••• RN 2.1570 16.21 . 1.42 120 0.002637 1-11 Pt 0.068 32 33 15-7 145% 16.21 33.217 33.766 Flow (q)from Route 41 P0(12-3%) 24-71 25-8/ Pe 0.482 Pv • • . Route 41 ..... BL 2.1570 16.21 1.42 120 0.002637 181214 Pf 0.556 65 32 15-9% 15-7 32.563 33.217 P0(12-3%) 4fE(4-31/2) 296h/ 210-Pv Pe 0.098 ••• Route 42•• BL 2.1570 32.53 2.86 120 0.009560 0.076 149 151 14-11 14-11 18.283 18.357 . 8- cpf 8-0 -0.003 ..... Route 43•• RN 2.1570 59.11 5.19 120 0.028864 0-11Pf 0.382 101 100 15-0% 14-1% 59.11 32.707 33.494 Flow (q) from Route 44 P0(12-3%) 12-3/ 13'- Pe 0.405 Pf ••••• Route 44 ..... RN 2.1570 59.11 5.19 120 0.028864 10/ Pt 0.385 111 112 13-11 14111,4 27.959 27.898 P0(12-3%) 123h/ 134 Pe -0.446' Pv BL 2.1570 59.11 5.19 120 0.028864 143'-8 Pt 4.857 112 101 14-11% 15-0% 27.898 32.707 P0(12-3%) Z, P0(12-3%) 247h/ 168-3Y Pe -0.048 Pv Route 45 ..... RN 2.1570 32.81 2.88 120 0.009717 1-IY Pf 0.131 46 47 13-11% 15-1 30.552 30.193 P0(12-3%) 12-31/ 13-5 Pe -0.489 Pv 131-2.1570 32.81 2.88 120 0.009717 151- Pt 1.712 47 80 15-1 14-10% 30.193 31.989 P0(12-3%) P0(12-3/2) 2471,, 17621/ Pe 0.084 Pv RN 2.1570 32.81 2.88 120 0.009717 1- Pf 0.133 80 79 14-10% 13-5% 31.989 32.734 P0(12-3%) 12-3V 13-8Y Pe 0.612 Pv , © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.0.38 01/22/2010 12:17:23PM Page 9 HydrauIic Analysis .. I Job Number: 09-655 Rnnrt Dps-.rintirn Rnpr \A/rhru Pipe Type Diameter Flow Velocity HWC Friction Loss 1Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary go •••" Route 46•.•• RN 2.1570 27.73 2.43 120 0.007116 1l1/ Pt 0.095 29 28 15-5% 14-4 27.73 34.277 34.855 Flow (q) from Route 47 P0(12-3%) 12':3 1 13-- Pe 0.482 Pv - .Route 47 ..... BL 2.1570 27.73 2.43 120 0.007116 167-7 Pf 1.368 61 29 15-8 15-5% 27.73 32.811 34.277 Flow (q) from Route 51 P0(12-31/2) 24-7Y 192-2Y Pe 0.098 Pv QD ..... Route 48..... BL 2.1570 15.86 1.39 120 0.002533 8-c(Pf 0.020 186 188 14-10 14-10% 18.732 18.750 8'- Pe -0.003 Pv ia ..... Route 49 • BL 2.1570 7.46 0.65 120 0.000627 T 3014Pf 0.010 183 185 14-10 14-10 18.776 18.785 P0(12-3%) 1 12.314 15-4Pv Pe -0.001 -_Route 50 ..... BL 2.1570 31.97 2.81 120 0.009259 8'-0 Pf 0.074 131 133 14.111/2 14-111/2 18.626 18.697 8'-0 Pe -0.003 Pv ..... Route 51 ..... CM 4.3100 173.99 3.83 120 0.007307 11-11Y Pf 0.088 67 66 14-5 14-5% 33.037 33.116 11-11YPv Pe -0.009 CM 4.3100 157.77 - 3.47 120 0.006097 12-1 Pt 0.073 66 64 14-5% 14-4 33.116 33.240 12-C Pe 0.051 Pv CM 4.3100 136.61 3.00 120 0.004671 12-1 Pf 0.056 64 62 14-4 14-2% 33.240 33.348 12-C Pe 0.051 Pv RN 2.1570 27.73 2.43 120 0.007116 1.51/ Pf 0.098 62 61 14-2% 15-8 33.348 32.811 P0(12-3%) 12-3Y 13-9Y Pe -0.635 Pv Route 52 ..... CM 4.3100 108.88 2.39 120 0.003070 12-I Pt 0.037 62 60 14-2% 14-1 33.348 33.436 12-I Pe 0.051 Pv RN 2.1570 _32.74 _2.87 120 0.009675 1-( Pf 0.134 60 59 14-1 15-7 33.436 32.912 P0(12-3%) 12-31/ 13-11 Pe -0.658 Pv BL 2.1570 32.74 2.87 120 0.009675 167- Pf 1.859 59 26 15-7 15-4% 32.912 34.870 P0(12-3%) P0(12-3%) 24-71/ 192-2Y Pe 0.098 Pv RN 2.1570 32.74 -2.87 120 0.009675 1-1Y Pt 0.130 26 27 15-4% 14-3 34.870 35.482 P0(12-3%) 12-31,, 13'-,'.Pv Pe 0.482 ••. Route 53 ..... CM 4.3100 76.15 1.67 120 0.001584 11-C Pt 0.017 60 58 14-1 13-111/2 33.436 33.500 11-C Pe 0.047 Pv RN 2.1570 37.45 3.29 120 0.012410 V-7 Pt 0.172 58 57 13.111/2 15-6% 33.500 32.994 P0(12-3%) 12.31/ 13101/ Pe -0.679 Pv B L 2.1570 37.45 3.29 120 0.012410 167- Pf 2.385 57 25 15-6% 15-4 32.994 35.477 P0(12-3%) P0(12-3%) 2471/ 192.21/ Pe 0.098 Pv RN 2.1570 37.45 3.29 120 0.012410 1-1Y Pf 0.167 25 24 15-4 14-2% 35.477 36.126 - P0(12-3%) 12.31/ 13- Pe 0.483 Pv .Route 54 • CM 4.3100 38.69 0.85 120 0.000453 10'-0 Pf 0.005 58 56 1311% 13-101/2 33.500 33.548 10-Pv Pe 0.043 RN 2.1570 38.69 3.40 120 0.013181 1-71/2 Pt 0.183 56 55 13.101/2 15-6 33.548 33.033 P0(12-3%) 12.31/ 13-11 Pe -0.698 Pv BL 2.1570 38.69 3.40 120 0.013181 167- Pt 2.533 55 22 15-6 15-3 33.033 35.665 P0(12-3%) P0(12-3%) 24.7h, 192-2YPv Pe 0.098 RN 2.1570 38.69 3.40 120 0.013181 1.11/Pf 0.177 22 15-3 35.665 12.31/ Pe 0.483 M.E.P.CAD, Inc. Lffl AutoSPRlNKVR8v8.0.38 01/22/2010 12:17:23PM Page 10 §jjkidraufic An'alys.1s:, Job Number: 09-655 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary 21 14-2 36.325 PO(12'-3Y2) 13-5 Pv GO • • Route 55 ..... RN 2.1570 21.16 1.86 120 0.004315 V-5 Pf 0.059 64 63 144 15-9 33.240 32.687 P0(12-3%) 12'-3Y 13'-8/2 Pe Pv -0.612 BL 2.1570 21.16 1.86 120 0.004315 181-2 Pt 0.962 63 30 15-9 15-6 32.687 33.748 P0(12-3%) 4tE(4-31/.), P0(12-3%) 41'-10 223-0 Pe Pv 0.098 RN 2.1570 21.16 1.86 120 0.004315 1-1Y Pf 0.058 30 31 15-6 14-4% 33.748 34.288 P0(12-31%) 1231/ 13-1 Pe Pv 0.482 ..Route 56 ..... BL 2.1570 0.23 0.02 120 0.000001 8'-d Pf 0.000 165 167 14.101,4 14'-10Y2 18.171 18.168 8-9[Pv IPe -0.003 =. ..... Route 57 ..... RN 2.1570 27.39 2.40 120 0.006956 1-1112 Pt 0.093 44 45 14-0% 15-1% 31.113 30.726 P0(12-31/2) 12-3Y 13-5 Pe Pv -0.481 BL 2.1570 27.39 2.40 120 0.006956 151-7 Pt 1.226 45 78 15-1% 14-111/2 30.726 32.035 P0(12-3%) 2Z, P0(12-31/2) 24.71/ 17621/ Pe Pv 0.084 RN 2.1570 27.39 2.40 120 0.006956 1'-' Pf 0.095 78 77 14-111/2 13-7% 32.035 32.702 P0(12-3%) 12'-3Y 13-7Y Pe Pv 0.572 •••• Route 58 ..... RN 2.1570 15.75 1.38 120 0.002498 1-1 Pt 0.034 40 41 14-2% 15-3% 32.074 31.629 P0(12-31/2) 12'-3Y 13'-5 Pe Pv -0.478 BL 2.1570 15.75 1.38 120 0.002498 151'-7 Pt 0.440 41 74 15-3% 15-1% 31.629 32.153 P0(12-31/2) P0(12-3%) 24.71/ 1762h/ Pe Pv 0.084 RN 2.1570 15.75 1.38 120 0.002498 V-2 Pf 0.034 74 73 15-1% 13.111/2 32.153 32.691 P0(12-3%) 12'-3Y 13'-5Y Pe Pv 0.504 ..... Route 59 ..... RN 2.1570 7.61 0.67 120 0.000650 1,-1 Pf 0.009 38 39 14-3% 15-4% 32.499 32.031 P0(12-3%) 12'-3Y 13-1 Pe Pv -0.477 BL 2.1570 7.61 0.67 120 0.000650 151'-7 Pt 0.115 39 72 15-4% 15-2 32.031 32.230 P0(12-3%) Z, P0(12'-31/2) 2471/ 176-2Y Pe Pv 0.084 RN 2.1570 7.61 0.67 120 0.000650 1.1 Pf 0.009 72 71 15-2 14-1 32.230 32.709 P0(12-3%) 12-3Y 1341jPv Pe 0.471 ..... Route 60 • RN 2.1570 4.45 0.39 120 0.000241 1-1 Pf 0.003 36 37 14-4% 15-5% 32.909 32.437 P0(12-3%) 1231/ 13'-5 Pe -0.475 Pv BL 2.1570 4.45 0.39 120 0.000241 167'-7 Pf 0.046 37 70 15-5% 15-3 32,437 32.576 P0(12-3%) P0(12-3%) 24-7Y 19221/ Pe Pv 0.093 RN 2.1570 4.45 0.39 120 0.000241 1'-C Pf 0.003 70 69 15-3 14-3 32.576 33.007 P0(12-3%) 12-3Y 1 1331/ Pe Pv 0.428 -Route 61 ..... RN 2.1570 16.21 1.42 120 0.002637 1.41/ Pt 0.036 66 65 14-5% 15-9% 33.116 32.563 P0(12-3%) 12'-3Y 1 Pe -0.589 P tEüivaIentPipe"tengths__of Valvesnd__Fittings(C120 only)_________ / ActualInsideDiameter 4.87 Value Schedule 40 Steel Pipe Inside Diameter ) = Factor C ValueMultiplier Of C 100 130 140 MultiplyingFactor0.713 1.16 1.33 1.51 150 (AI,.. nc MEPCAD Inn- AutoSPRlNKVRRv8038 . 01/22/2010 12:17:23PM Paae 1 ~jjy j,HyOralufic Analysis. Job Number: 09-655 • I<eport Description: spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream Total Length Pipe Type Legend 'Units Legend Fittings Legend • AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 900 FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss. psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DelV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 900 Elbow UG Underground Pf Pressure loss due to friction between points EE 450 Elbow - Pe Pressure due to elevation difference between indicated Eel 111/40 Elbow points Ee2 221/2' Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LIE Long Turn Elbow mecT Mechanical Tee Noz Nozzle • P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ,©M.E.P.CAD, Inc. AutoSPRlNK®VR8v8.0.38 01/22/2010 12:17:23PM Page 12 ~.Jjl joydraufic Graph Job Number: 09-655 lJLl¼fll *JIJCL.. CV CI CI I¼JUC Supply at Node I 150- 135- 120- 105- saaaaa Static Pressure 100.000 90.0 95 .000 90 ----_ (n 76 - - 695.1666.113 60-— 45 System demand curve 30—__ 15- 10*10 preoo —e o- 111111111 111111111 11111 II Ill liii I I I I I 200 400 600 800 1000 1200 1400 1600 1800 2000 Water flow, gpm Hydraulic Graph Supply at Node 1 Static: Pressure 100.000 Residual: Pressure 95.000 @ 890.00 Available Pressure at Time of Test 83.532 @ 1695.16 System Demand - 66.113@ 1695.16 System Demand IIncIucbng Hose Allowance at Source) 66.113 @ 1695.16 ,©M.E.P.CAD, Inc. AutoSPRlNK®VR8v8.0.38 01/22/2010 12:22:11PM Page 1 IHydrau1icSummar I Job- .1Db Number ueo,gn snalneor 09-655 Job Wanra. State Cerriricatmn/Llconee Number Genoptix Address I AHJ 2131 Faraday Ave. Carlsbad, CA 92008 Address 2 Job SltelBulWng Address 3 Drawing 14anmo Calc Area # 2 Roof Piping Caic Model Systejn. . Remote Area(s) Most Demanding Sprintder Data Occupancy Job Sulfa 8.1 K-Factor 31.68 at 15.297 Spec. Warehouse Hose yjiowanca At Source Density Area of Application 0.00 0.33gpm1ft2 3000.00ft° (Actual 3053.33ft2) tidcitono) Hone Supplies Number Or Sprinklers Calculated Coverage Per Sprinkler Node Flow(pom 32 96. 00f12 Hose At Node 2 500.00 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: 66.400 Right: 66.400 Total Hose Streams 500.00 System Flow Demand Total Water Required (including Moos Allowance) 1582.35 1582.35 Maotmum Pressure Unbalance In Loupe 0.000 Maximum Velocity Above Ground 17.32 between nodes 23 and 24 Maximum Velocity Under Ground 11.92 between nodes 7 and 8 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 6391 .73ga1 Supplies'--,,. Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) 1 100.000 95.000 890.00 85.502 1582.35 66.400 19.102 FILE COPy Contractor Contractor Number Contact Name Contactillie 21 Clark Cowar Superintendent Name or Contractor: - Phone Extension Reno Contracting, Inc 619-520-3810 Address I FAX 1450 Frazee Rd. #100 San Diego, CA 92108 Ld— E-mail State Zip Coda Web-S" ,©M.E.P.CAD, Inc. AutoSPRINK8VR8v8.0.36 01/11/2010 3:20:58PM Page 1 Job Number: 09-655 Dm,,,..4 %AI..L......... ~jjjjsumma-ry-of Outfiowing_Devices Job Number: 09-655 Report Description: Spec. Warehouse Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 2 500.00 500.00 0 - 64.291 Sprinkler 201 38.51 31.68 8.1 - 22.607 Sprinkler 203 38.35 31.68 8.1 22.421 Sprinkler 205 38.29 31.68 8.1 22.343 Sprinkler 207 38.29 31.68 8.1 22.341 Sprinkler 209 38.38 31.68 8.1 22.453 Sprinkler 211 32.87 31.68 8.1 16.473 Sprinkler 213 32.31 31.68 8.1 15.909 Sprinkler 215 31.84 31.68 8.1 15.453 Sprinkler 217 31.81 31.68 8.1 15.418 c Sprinkler 219 31.68 31.88 8.1 15.297 Sprinkler 221 31.80 31.68 8.1 15.416 Sprinkler 223 31.95 31.68 8.1 15.561 Sprinkler 225 32.33 31.68 8.1 15.932 Sprinkler 227 32.92 31.68 8.1 16.522 Sprinkler 229 34.48 31.68 8.1 18.119 Sprinkler 231 33.57 31.68 8.1 17.173 Sprinkler 233 33.11 31.68 8.1 16.704 Sprinkler 235 33.01 31.68 8.1 16.606 Sprinkler 237 32.97 31.68 8.1 16.567 Sprinkler 239 32.98 31.68 8.1 16.573 Sprinkler 241 32.98 31.68 8.1 16.574 Sprinkler 243 33.29 31.68 8.1 16.888 Sprinkler 245 34.00 31.68 8.1 17.622 Sprinkler 247 34.45 31.68 8.1 18.091 Sprinkler 249 33.65 31.68 8.1 17.256 Sprinkler 251 33.19 31.68 8.1 16.789 Sprinkler 253 33.00 31.68 8.1 16.593 Sprinkler 255 32.95 31.68 8.1 16.546 Sprinkler 257 32.96 31.68 8.1 16.562 Sprinkler 259 33.07 31.68 8.1 16.665 Sprinkler 261 33.39 31.68 8.1 16.988 Sprinkler 263 34.00 31.68 8.1 17.615 Most Demanding Sprinkler Data , 0 M.E.P.CAD, Inc. 11 AutoSPRINK® VRS v8.0.36 01/11/2010 3:21:00PM Page 2 ~jjjjMydrau1ic,,-Ana"1Ys'iS Job Number: 09-655 Rnrt flc'rintin Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary Go "•" Route 1 ..... SP 1.0490 31.68 11.76 120 0.304740 0-C Pf 1.749 219 218 16-5 151-8 31.68 8.1 15.297 17.366 Sprinkler, P0(5-0) 5-C 54 Pe Pv 0.320 BL 2.1570 14.35 1.26 120 0.002103 8-1 Pt 0.017 218 216 15-8 15-8 17.366 17.387 8-C Pe Pv 0.005 BL 2.1570 46.15 4.05 120 0.018264 8-0 Pt 0.146 216 214 15-8 15-8 31.81 17.387 17.538 Flow (q) from Route 3 8-0 Pe Pv 0.005 BL 2.1570 77.99 6.85 120 0.048209 8-0 Pf 0.386 214 212 15-8 15-8 31.84 17.538 17.929 Flow (q) from Route 4 8-0 Pe Pv 0.005 BL 2.1570 110.30 9.68 120 0.091535 8-0 Pf 0.732 212 210 15-8 1571/2 32.31 17.929 18.666 Flow (q) from Route 6 8-0 Pe Pv 0.005 BL 2.1570 143.18 12.57 120 0.148310 65-41/2 Pf 12.248 210 32 1571,4 15-7 32.87 18.666 30.944 Flow (q) from Route 8 4fE(4-3%) 17'-3 82'-7 Pe Pv 0.030 RN 2.1570 143.18 12.57 120 0.148310 11Y Pf 3.815 32 33 16-7 14-5% 30.944 35.241 P0(12-31/,) P0(12-31/2) 24-7Y 25-8Y Pe Pv 0.482 CM 4.3100 501.66 11.03 120 0.051820 12-0 Pf 0.622 33 31 14-5% 14-4% 358.48 35.241 35.891 Flow (q) from Route 10 12-C Pe Pv 0.028 CM 4.3100 612.14 13.46 120 0.074890 12-C Pf 0.899 31 28 14-4% 14-4 110.48 35.891 36.819 Flow (q) from Route 29 12-C Pe Pv 0.029 CM 4.3100 665.50 14.63 120 0.087413 12-C Pf 1.049 28 27 14-4 14-3 53.36 36.819 37.897 Flow (q) from Route 2 12-0 Pe Pv 0.029 CM 4.3100 723.88 15.92 120 0.102124 11-0 Pt 1.123 27 24 14-3 14-2% 58.37 37.897 39.046 Flow (q) from Route 52 1 V-O Pe Pv 0.026 CM 4.3100 787.53 17.32 120 0.119356 1-1 Pt 0.172 24 23 14-2% 14-2% 63.66 39.046 39.221 Flow (q) from Route 53 1-1 Pe Pv 0.003 CM 6.3570 787.53 7.96 120 0.017985 8'-7 Pt 0.154 23 21 14-2% 14-2 39.221 39.396 8'-7 Pe Pv 0.020 CM 6.3570 852.65 8.62 120 0.020833 0-10 Pf 0.018 21 20 14'-2 14-1% 9.70 39.396 39.415 Flow (q) from Route 54 0-11 Pe Pv 0.002 CM 6.3570 1082.35 10.94 120 0.032389 50-1Y Pt 3.073 20 10 14-1% 14-0% 41.36 39.415 42.527 Flow (q) from Route 33 fT(31-5), fE(12-7) 44-C 94-1Y Pe Pv 0.039 FR 6.3570 1082.35 10.94 120 0.032389 15-BY Pt 1.323 10 9 14-0% 0-6 42.527 49.719 2fE(12'-7) 25'- 4O101/ Pe Pv 5.868 UG 6.4000 1082.35 10.79 140 0.023566 3-1 Pt 0.449 9 8 0-6 -3'-O 49.719 51.665 LtE(15-61/2) 15-6Y 19-01/2 Pe Pv 1.517 UG 6.0900 1082.35 11.92 150 0.026416 5-61/2 Pf 0.146 8 7 -3-0 -3'-O 51.685 51.831 561/ Pe Pv -0.000 UG 6.4000 1082.35 10.79 140 0.023566 2'-71/ Pt 0.429 7 6 -3-0 -3-0 51.831 52.260 LtE(15-6%) 15-61, 18'-2Y Pe Pv -0.000 UG 6.0900 1082.35 11.92 150 0.026416 58'-91, Pt 2.285 6 5 -3-0 -3-0 52.260 54.545 2LtE(13'-1O%) 27'- 86-C Pe Pv UG 6.2800 1082.35 11.21 140 0.025842 12-i Pt 6.817 5 4 -3-0 -3-0 54.545 61.362 2E(22'-l), BFP(-5.000), LtE(14 58'-3Y 2) 70-3Y Pe Pv UG 6.0900 1082.35 11.92 150 0.026416 13-91/ Pf 1.585 4 3 -3-0 -3-0 61.362 62.947 T(46-21/2) 4621/ 60- Pe Pv UG 7.9800 1082.35 6.94 150 0.007083 137-I Pf 1.344 3 2 -3-0 -3-0 62.947 64.291 C(52'-1 0) 52'-1 189-91/ Pe Pv UG 7.9800 1582.35 10.15 150 0.014300 75-i Pt 2.108 2 I -3-0 -3-0 500.00 64.291 66.400 Supply, EE(13'-7), GV(6-0%), S, T(52- 72'- 0) 147 -4 Pe Pv lè±Y©M.E.P.CAD, Inc. AutoSPRlNK®VR8v8.0.36 01/11/2010 3:21:02PM Page 3 Jill[HydrauIicAnaJysis, Job Number: 09-655 Renort Descriotion: Snen Wrhouse Pipe Type Diameter Flow, Velocity HWC Friction Loss Length 1Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary 0.00 Rose Allowance At Source 1 1582.35 ..... Route 2 ..... SP 1.0490 31.80 11.81 120 0.306937 0'-7 Pf 1.715 221 220 1631,4 15-81/2 31.80 8.1 15.416 17.385 Sprinkler, P0(5-0) 5'-C 5'-7 Pe Pv 0.254 BL 2.1570 49.13 4.31 120 0.020506 8'-C Pf 0.164 220 222 15-8% 15-8% 45.62 17.385 17.544 Flow (q) from Route 40 8'-C Pe Pv -0.005 BL 2.1570 81.09 7.12 120 0.051804 8-1 Pt 0.414 222 224 15-8% 15'-81/2 31.95 17.544 17.954 Flow (q) from Route 5 8'-C Pe Pv -0.005 BL 2.1570 113.42 9.96 120 0.096375 8'-C Pt 0.771 224 226 15-8% 15'-8'/2 32.33 17.954 18.720 Flow (q) from Route 7 8'-0 Pe Pv -0.005 BL 2.1570 146.34 12.85 120 0.154432 51-10 Pt 9.906 226 65 15-8% 15'-g% 32.92 18.720 28.596 Flow (q) from Route 9 P0(12-31/2) 12'-3Y 64'-2 Pe Pv -0.031 RN 2.1570 146.34 12.85 120 0.154432 1'41/ Pf 2.110 65 66 15-9% 14-5% 28.596 31.296 P0(12-3%) 12'-3Y 13-8 Pe Pv 0.589 CM 4.3100 159.18 3.50 120 0.006198 12-0 Pf 0.074 66 64 14'-5% 14-4 12.83 31.296 31.422 Flow (q) from Route 13 12'- Pe Pv 0.051 CM 4.3100 240.51 5.29 120 0.013300 12'-' Pf 0.160 64 62 14-4 14-2% 81.34 31.422 31.633 Flow (q) from Route 28 12'-Q Pe Pv 0.051 RN 2.1570 53.36 4.69 120 0.023888 1-5Y Pf 0.329 62 61 14-2% 16-8 31.633 31.327 P0(12-3%) 123h/ 13'-9Y Pe Pv -0.635 BL 2.1570 53.36 4.69 120 0.023888 167'-, Pt 4.591 61 29 15-8 15-5% 31.327 36.016 P0(12-3%) PO(12'-31/2) 2471,, 192'-2Y Pe Pv 0.098 RN 2.1570 53.36 4.69 120 0.023888 V-1 I/ Pt 0.321 29 28 15-5% 14'4 36.016 36.819 P0(12-3%) 12'-31/ 13-5 Pe Pv 0.482 ea ••••• Route 3 ..... SP 1.0490 31.81 11.81 120 0.306977 0'-7fPf 1.715 217 216 16-3 15-8 31.81 8.1 15.418 17.387 Sprinkler, P0(5-0) 5'-0Pe 5'-71Pv 0.254 . •... Route 4 ..... SP 1.0490 31.84 11.82 120 0.307611 0'-Pf 1.765 215 214 16-5 15-8 31.84 8.1 15.453 17.538 Sprinkler, P0(5-0) 5- 5'-9jPv Pe 0.320 ' ..... Route 5 ..... SP 1.0490 31.95' 11.86 120 0.309597 °'-1 Pt 1.730 223 222 16-3% 15-8% 31.95 ' ' 8.1 15.561 17.544 Sprinkler, P0(5-0) 5'-0 6-7 Pe Pv 0.254 SP 1.0490 32.31 11.99 120 0.316004 0-71 Pt 1.765 213 212 16-3 15-8 32.31 8.1 15.909 17.929 Sprinkler, PO(5'-O) 5-0 6-7 Pe Pv 0.254 .•• Route 7 ..... SP 1.0490 32.33 12.00 120 0.316429 1 0'-7 Pf 1.768 225 224 16-3% 15-8% 32.33 8.1 15.932 17.954 Sprinkler, P0(5-0) 5'-c( 5'-7 Pe Pv 0.254 . . ... Route 8 ..... SP 1.0490 32.87 12.20 120 0.326345 r 0'-9 Pf 1.873 211 210 16-4% 15-7% 32.87 6.1 16.473 18.666 Sprinkler, P0(5-0) 5'-0 V-9 Pe Pv 0.320 . ... Route 9 ..... _____________ SP 1.0490 32.92 12.22 120 0.327254 0.- 1.878 1.878 227 226 16'-5% 15-8% 32.92 8.1 16.522 18.720 Sprinkler, P0(5-0) 5'-c 5'-9jPv Pe 0.320 ••••• Route 1O•••• SP 1.0490 32.95 12.23 120 0.327696 OW Pt 1.831 255 254 15-111/2 15-4% 32.95 8.1 16.546 18.631 Sprinkler, P0(5-0) 5-0 V-7 Pe Pv 0.254 BL 2.1570 25.40 2.23 120 0.006051 8'-C Pf 0.048 254 252 1541,4 15-4% 18.631 18.675 8'-q Pe -0.004 Pv , © M.E.P.CAD, Inc. t. Il AutoSPRINK® VR8 v8.0.36 01/11/2010 3:21:02PM Page 4 Hydraulic Analysis I Job Number: 09-655 Rnrt Bsrrintirn' Rnpr Wrhrii Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary ___ BL 2.1570 58.40 5.13 120 0.028225 8-C Pt 0.226 252 250 15-4% 15'-4% 33.00 18.675 18.897 Flow (q) from Route 15 8-0 Pe -0.004 Pv BL 2.1570 91.59 8.04 120 0.064892 8-0 Pf 0.519 250 248 15-41/2 15-4% 33.19 18.897 19.411 Flow (q) from Route 19 8'-0 Pe -0.004 Pv BL 2.1570 125.23 11.00 120 0.115769 8'-0 Pf 0.926 248 246 15-4% 15-5 33.65 19.411 20.333 Flow (q) from Route 23 . 8-0 Pe -0.004 Pv BL 2.1570 159.69 14.02 120 0.181488 51-9 Pt 11.625 246 37 15-5 15-5% 34.45 20.333 31.929 Flow (q) from Route 26 P0(12-31/2) 12-3Y 64-0Y Pe -0.029 Pv RN 2.1570 159.69 14.02 120 0.181488 1-1 Pt 2.433 37 36 15-5% 14-4% 31.929 34.837 PO(12'-3%) 12'-3Y 13'-5 Pe 0.475 Pv CM 4.3100 198.51 4.37 120 0.009325 12-0 Pt 0.112 36 34 14-4% 14-5% 38.83 34.837 34.912 Flow (q) from Route 11 12-0 Pe -0.037 Pv CM 4.3100 358.48 7.88 120 0.027829 12-0 Pt 0.334 34 33 14-5% 14-5% 159.96 34.912 35.241 Flow (q) from Route 12 12-0 Pe -0.004 Pv - ..... Route ll ..... SP 1.0490 32.96 12.24 120 0.327984 . 0'-7 Pt 1.829 257 256 15-11 15-4 32.96 8.1 16.562 18.641 Sprinkler, P0(5-0) 5-0 V-7 Pe 0.250 Pv BL 2.1570 40.51 3.56 120 0.014348 8'-C Pt 0.115 256 258 15-4 15-4 7.55 18.641 18.760 Flow (q) from Route 61 8-0 Pe 0.004 Pv BL 2.1570 73.58 6.46 120 0.043279 8-0 Pt 0.346 258 260 15-4 15'-4 33.07 18.760 19.111 Flow (q) from Route 17 . 8-0 Pe 0.004 Pv BL 2.1570 106.96 9.39 120 0.086474 8-0 Pt 0.692 260 262 15-4 15-4 33.39 19.111 19.807 Flow (q) from Route 21 8'- Pe 0.004 Pv BL 2.1570 140.96 . 12.38 120 0.144087 51-lI Pt 9.243 262 70 15-4 15-3 34.00 19.807 29.079 Flow (q) from Route 24 P0(12-3%) 12-3Y 64-: Pe 0.029 Pv RN 2.1570 140.96 12.38 120 0.144087 1-I Pt 1.915 70 69 15-3 14-3 29.079 31.422 PO(12'-3%) 12.31/ 13.31/ Pe 0.428 Pv CM 4.3100 268.53 5.91 120 0.016307 28'- Pt 0.766 69 71 14-3 14-1 127.57 31.422 32.257 Flow (q) from Route 51 2fE(9'-5%) 18-11 , 46'-1 V/ Pe 0.069 Pv RN 2.1570 38.80 3.41 120 0.013246 1,-i Pf 0.177- 71 72 14-1 15-2 32.257 31.964 P0(12-3%) 12-3Y 13-4Y Pe -0.471 Pv BL 2.1570 38.80 3.41 120 0.013246 151'-7 Pt 2.334 72 39 15-2 1541/2 31.964 34.214 P0(12-3%) Z, P0(12-31/2) 2471/ 1762h/ Pe -0.084 Pv RN 2.1570 38.80 3.41 120 0.013246 1-1 Pf 0.178 39 38 15-4% 14.31/2 34.214 34.868 P0(12-31,) 1231/ 13-f Pe 0.477 Pv CM 4.3100 38,83 0.85 120 0.000456 12-1 Pt 0.005 38 36 14-3% 14-4% 0.03 34.868 34.837 Flow (q) from Route 36 12-C Pe -0.037 Pv ..... Route 12 ..... SP 1.0490 32.97 12.24 120 0.328076 0'- Pf 1.832 237 236 16-0 15-5 32.97 8.1 16.567 18.652 Sprinkler, P0(5-0) 5-C 5-' Pe 0.253 Pv BL 2.1570 25.81 2.27 120 0.006230 8'-C Pf 0.050 236 234 15-5 15-5% 18.652 18.697 8'-C Pe -0.004 Pv BL 2.1570 58.81 5.16 120 0.028598 8-0 Pt 0.229 234 232 15-5% 15'-51/2 33.01 18.697 18.921 Flow (q) from Route 16 8'-0 Pe -0.004 Pv BL 2.1570 91.92 8.07 120 0.065328 8'-0 Pf 0.523 232 230 15-5% 15-5% 33.11 18.921 19.440 Flow (q) from Route 18 8'-Q Pe -0.004 Pv BL 2.1570 125.48 11.02 120 0.116198 8-i Pf 0.930 230 228 15-5% 15-5% 33.57 19.440 20.365 Flow (q) from Route 22 8-C Pe -0.004 Pv V ©M.E.P.CAD, Inc. L1AutoSPRlNK®VR8v8.0.36 01/11/2010 3:21:02PM Page 5 [Hydraulic, Analysis I Job Number: 09-655 Rano!t r cr'rirtir,n Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.1570 159.96 14.04 120 0.182073 51'- Pt _____ 11.662 228 35 15-5% 15-6% 34.48 20.365 31.998 Flow (q) from Route 27 PO(12'-3%) 12-3Y 64'-OY Pe Pv -0.029 RN 2.1570 159.96 14.04 120 0.182073 1-1 Pt 2.440 35 34 15-6% 1451/2 31.998 34.912 P0(12-3%) 12'-3Y IT-5 Pe Pv 0.474 Gas * • • Route 13 ..... SP 1.0490 32.98 12.24 120 0.328186 OW Pf 1.833 239 238 16-0 15-5 32.98 . 8.1 16.573 18.661 Sprinkler, P0(5-0) 6- V-7 Pe Pv 0.254 BL 2.1570 40.14 3.52 120 0.014106 8'-0 Pf 0.113 238 240 15-5 15-5 7.16 18.661 18.778 Flow (q) from Route 62 8,-q Pe Pv 0.004 BL 2.1570 73.12 6.42 120 0.042778 8'-0 Pt 0.342 240 242 15-5 16-5 32.98 18.778 19.125 Flow (q) from Route 14 8'-0 Pe Pv 0.004 BL 2.1570 106.40 9.34 120 0.085637 8-0 Pf 0.685 242 244 15'-5 15-5 33.29 19.125 19.814 Flow (q) from Route 20 8-0 Pe Pv 0.004 BL 2.1570 140.40 12.33 120 0.143040 51-10 Pt 9.176 244 68 15-5 15-4 34.00 19.814 29.019 Flow (q) from Route 25 P0(12-31/2) 1231/ 64-2 Pe Pv 0.029 RN 2.1570 140.40 12.33 120 0.143040 0-11 Pf 1.890 68 67 15-4 14-5 29.019 31.304 P0(12-31/2) 12-3Y 13-2/ Pe Pv 0.394 CM 4.3100 12.83 0.28 120 0.000059 11 11 Pf 0.001 67 66 14-5 14-5% 31.304 31.296 7-111-11, Pe -0.009 ..... Route 14•••. SP 1.0490 32.98 12.24 120 0.328208 0'-9 Pf 1.884 241 240 16-2 15-5 32.98 8.1 16.574 18.778 Sprinkler, P0(5-0) 5'-0 5'-Pv Pe 0.320 -Route 15 ..... SP 1.0490 33.00 12.25 120 0.328556 0-71 Pt 1.832 253 252 15-11% 15-4% 33.00 8.1 16.593 18.675 Sprinkler, P0(5-0) 5'-f. 5'-7jPv Pe 0.250 ab ..... Route 16 ..... SP 1.0490 33.01 12.25 120 0.328790 0-71 Pf 1.837 235 234 16-0% 15-5% 33.01 8.1 16.606 18.697 Sprinkler, P0(5-0) 5'-0 6-7 Pe Pv 0.254 • Route 17 ..... SP 1.0490 33.07 12.28 120 0.329875 o'-71 Pt 1.842 259 258 15-11 15-4 33.07 8.1 16.665 18.760 Sprinkler, P0(5-0) 5'-c 5-7J Pe Pv 0.253 -Route 18..... SP 1.0490 33.11 12.29 120 0.330585 0'-9 Pt 1.897 233 232 16-2% 15-5% 33.11 8.1 16.704 18.921 Sprinkler, P0(5-0) 5'-0 5'-Pv Pe 0.320 ,..... Route 19..... SP 1.0490 33.19 12.32 120 0.332144 0-71 Pt 1.854 251 250 15-111/2 15-4% 33.19 8.1 16.789 18.897 Sprinkler, PO(5'-O) 5'- 5'-7iPv Pe 0.253 -Route 20 ..... SP 1.0490 33.29 12.36 120 0.333950 916 243 242 16-1% 15-5 33.29 8.1 16.888 19.125 Sprinkler, P0(5-0) 5 0VPe 5320 ..... Route 21 ..... SP 1.0490 33.39 12.39 120 0.335786 0'-7rPf 1.872 261 260 15-11 15-4 33.39 8.1 16.988 19.111 Sprinkler, P0(5-0) 5'- 5'- Pe Pv 0.250 • • • Route 22 ..... SP 1.0490 33.57 12.46 120 0.339161 0'-grpf 1.946 231 230 16-2% 15-5% 33.57 8.1 17.173 19.440 Sprinkler, P0(5-0) 5'- 5'-91Pv Pe 0.320 Route 23 ..... SP 1.0490 33.65 12.49 120 0.340681 0'-7fPf 1.902 249 248 15'-111/2 15'-4% 33.65 8.1 17.256 19.411 Sprinkler, P0(5-0) 5'-0 5'-7 Pe Pv 0.253 Go ..... Route 24..... SP 1.0490 34.00 12.62 120 0.347233 0:- Pf 1.939 263 262 16-11 15-4 34.00 8.1 17.615 19.807 Sprinkler, P0(5-0) 5' - 5'-Pv Pe 0.253 , © M.E.P.CAD, Inc. J AutoSPRINK® VR8 v8.0.36 01/11/2010 3:21:02PM Page 6 ~jjjjHydr'aufic Analysis. Job Number: 09-655 Reoort Descrintion: Sne WrhnhJA Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary .Route 25..... SP 1.0490 34.00 12.62 120 0.347354 0'-7Pf 1.939 245 244 16-0 15-5 34.00 8.1 17.622 19.814 Sprinkler, PO(5'-O) 5'-0 6-7 Pe Pv 0.253 • • • 'Route 26..... SP 1.0490 34.45 12.79 120 0.355890 0'-71Pf 1.988 247 246 16-0 15-5 34.45 8.1 18.091 20.333 Sprinkler, P0(5-0) 54 5'-71Pv Pe 0.254 .Gp Route 27 ..... SP 1.0490 34.48 12.80 120 0.356415 0'-71Pf 1.991 229 228 16-1 15-51/2 34.48 8.1 18.119 20.365 Sprinkler, P0(5-0) 5'-c -FP Pe 0.254 coo ••••• Route 28 ..... SP 1.0490 38.29 14.21 120 0.432601 0'-7 Pf 2.417 207 206 16-2% 1571/2 38.29 8.1 22.341 25.011 Sprinkler, P0(5-0) 6-0 5'-7 Pe Pv 0.254 BL 2.1570 42.96 3.77 120 0.015992 8-0 Pt 0.128 206 208 15'-7% 1571/2 25.011 25.135 8-0 Pe Pv -0.005 BL 2.1570 81.34 7.14 120 0.052100 83'-10 Pt 5.009 208 63 15-7% 15-9 38.38 25.135 30.094 Flow (q) from Route 31 P0(12-3%) 1231/ 96-2 Pe Pv -0.050 RN 2.1570 81.34 7.14 120 0.052100 V-5 Pt 0.715 63 64 15-9 14-4 30.094 31.422 P0(12-3%) 12-31/ 13-81/ Pe Pv 0.612 Qw .... • Route 29 ..... SP 1.0490 38.29 14.21 120 0.432642 0'-: Pt 2.417 205 204 16-2 15-7 38.29 8.1 22.343 25.014 Sprinkler, P0(5-0) 5-0 V-7 Pe Pv 0.254 BL 2.1570 33.62 2.95 120 0.010161 8-0 Pf 0.081 204 202 15-7 15-7 25.014 25.100 8-0 Pe Pv 0.005 BL 2.1570 71.97 6.32 120 0.041547 8-0 Pt 0.332 202 200 15-7 15-7 38.35 25.100 25.437 Flow (q) from Route 30 8'-0 Pe Pv 0.005 BL 2.1570 110.48 9.70 120 0.091813 65'-4 Pf 8.710 200 30 16-7 15-6 41.36 25.437 34.177 Flow (q) from Route 32 4fE(4-3%), P0(12-3%) 29-61/ 94-101/ Pe Pv 0.030 RN 2.1570 110.48 9.70 120 0.091813 1-11/ Pt 1.232 30 31 15-6 14-4% 34.177 35.891 PO(12'-3%) 12-3Y 13'-5 Pe Pv 0.482 . • • . . Route 30 ..... SP 1.0490 38.35 14.24 120 0.434042 0'-7 Pt 2.425 203 202 16-2 15-7 38.35 8.1 22.421 25.100 Sprinkler, P0(5-0) 5-1 5'-7J Pe Pv 0.254 ... Route 31 ..... SP 1.0490 38.38 14.25 120 0.434607 0-71 Pt 2.428 209 208 16-2% 15.71/2 38.38 8.1 22.453 25.135 Sprinkler, P0(5-0) . 6- 6-7 Pe Pv 0.254 Gib 'Route 32..... SP 1.0490 38.51 14.30 120 0.437369 0'-91Pf 2.510 201 200 16-4 15-7 38.51 8.1 22.607 25.437 Sprinkler, P0(5-0) 5'-c 5'-Pv Pe 0.320 ..Route 33 ..... RN 2.1570 41.36 3.63 120 0.014909 0-11 Pf 0.197 50 49 14-10% 13-11% 41.36 34.415 35.008 Flow (q) from Route 34 P0(12-3%) 12-31/ 1321/ Pc Pv 0.397 CM 4.3100 82.59 1.82 120 0.001841 57-81/ Pt 0.182 49 48 13-11% 13-11 41.24 35.008 35.212 Flow (q) from Route 35 2fE(9-51/.), fT(22'-31%) 41'-3 98-111/ Pe Pv 0.022 CM 4.3100 229.70 5.05 120 0.012215 12'-3 Pt 0.150 48 111 13-11 13-11 36.81 35.212 35.366 Flow (q) from Route 37 , 12'-3 Pc Pv 0.004 CM 4.3100 182.87 4.02 120 0.008011 10'-10 Pt 0.087 111 113 13-11 13-11 35.366 35.456 1 0'-1 q Pe Pv 0.003 CM 4.3100 137.25 3.02 120 0.004711 1 V-7 Pt 0.055 113 115 13-11 13-11 35.456 35.514 1 V-7 Pc Pv 0.003 CM 4.3100 92.40 2.03 120 0.002266 9'-7 Pt 0.022 115 117 13-11 13-11 35.514 35.538 9'-7 Pe Pv 0.003 (M©M.E.P.CAD, Inc. AutoSPRlNK®VR8v8.0.36 01/11/2010 3:21:02PM Page 7 Hydraulic Analysis I Job Number: 09-655 Renort Descrintion: Snec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 4.3100 47.86 1.05 120 0.000671 124 Pf 0.008 117 119 13-11 13-10% 35.538 35.550 12-C Pe 0.004 Pv RN 2.1570 47.86 4.20 120 0.019530 0-11 Pf 0.258 119 120 1310h/z 14'-10 35.550 35.406 P0(12-3%) 12'-3Y 13-: Pe -0.402 Pv BL 2.1570 47.86 4.20 120 0.019530 38101/ Pf 0.999 120 185 14-10 14-10 35.406 36.392 P0(12-3%) 12-31/ 51-2 Pe -0.013 Pv BL 2.1570 38.16 3.35 120 0.012847 73-1 Pf 0.939 185 194 14-10 14-11 36.392 37.307 73-1 Pe -0.025 Pv BL 2.1570 47.86 4.20 120 0.019530 318h/ Pf 0.860 194 108 14-11 14-11 9.70 37.307 38.156 Flow (q) from Route 55 Z, 130(12-3%) 12-3Y 44-4 Pe -0.011 Pv RN 2.1570 47.86 4.20 120 0.019530 0'-1 OM Pf 0.257 108 109 14-11 14-0% 38.156 38.790 P0(12-3%) 12-31/2 13-2 Pe 0.377 Pv CM 4.3100 47.86 1.05 120 0.000671 12-0 Pf 0.008 109 106 14-0% 14-1 38.790 38.791 12-0 Pe -0.008 Pv CM 4.3100 92.40 2.03 120 0.002266 9'-7 Pf 0.022 106 104 14-1 14-1 44.54 38.791 38.806 Flow (q) from Route 56 9'-7 Pe -0.006 Pv CM 4.3100 137.25 3.02 120 0.004711 1 V-7 Pf 0.055 104 102 14-1 14-1% 44.85 38.806 38.853 Flow (q) from Route 42 1 V-7 Pe -0.007 Pv CM 4.3100 182.87 4.02 120 0.008011 10-1l Pf 0.087 102 100 14-1% 14-1% 44.85 38.853 38.933 Flow (q) from Route 41 10-1( Pe -0.007 Pv CM 4.3100 229.70 5.05 120 0.012215 12'- Pf 0.490 100 20 1411,4 141h/2 46.83 38.933 39.415 Flow (q) from Route 45 P0(27-10%) 27'-1 0Y 40!-11/ Pe -0.008 Pv Route 34 ..... BL 2.1570 41.36 3.63 120 0.014909 103'-81 Pf 1.912 82 50 14-5% 14-101/2 41.36 32.694 34.415 Flow (q) from Route 57 P0(12-3%) 24-71/4 128'-3j Pe -0.191 Pv Route 35 ..... CM 4.3100 229.73 5.05 120 0.012218 12'-C Pf 0.147 71 73 14-1 13-111/2 32.257 32.473 12'-C Pe 0.069 Pv CM 4.3100 192.10 4.22 120 0.008776 12'-C Pf 0.105 73 75 13-111/2 13-9% 32.473 32.647 12'-C Pe 0.069 Pv CM 4.3100 155.29 3.41 120 0.005920 12'-0 Pf 0.071 75 77 13-9% 13-7% 32.647 32.788 12'-0 Pe 0.069 Pv CM 4.3100 118.91 2.61 120 0.003614 11111/ Pf 0.043 77 79 13-7% 13-5% 32.788 32.900 11-11/ Pe 0.069 Pv CM 4.3100 82.59 1.82 120 0.001841 11 '-q Pf 0.021 79 81 13-5% 13-3% 32.900 32.988 11- Pe 0.067 Pv CM 4.3100 41.24 0.91 120 0.000509 1 V-8 Pf 0.006 81 83 13-3% 13-2 32.988 33.062 1 V-8 Pe 0.067 Pv RN 2.1570 41.24 3.62 120 0.014828 121/ Pf 0.200 83 84 13-2 14-4 33.062 32.747 P0(12-3%) 12'-3Y 13-6 Pe -0.515 Pv BL 2.1570 41.24 3.62 120 0.014828 103'-8 Pf 1.902 84 52 14-4 1491/2 32.747 34.457 P0(12-3%) P0(12-31/2) 24-7Y 128'-3 Pe -0.191 Pv RN 2.1570 41.24 3.62 120 0.014828 0-11 Pf 0.196 52 51 14-9% 13-10% 34.457 35.050 P0(12-3%) 123h/ 1321/ Pe 0.397 Pv CM 4.3100 41.24 0.91 120 0.000509 1 V-8 Pf 0.006 51 49 13101/2 13111/2 35.050 35.008 11-8 Pe -0.047 Pv -. ..... Route 36 ..... RN 2.1570 37.63 3.30 120 0.012519 1-2 Pf 0.169 73 74 13-11% 1511/2 32.473 32.137 P0(12-3%) 12-3Y 135h/ Pe -0.504 Pv &©M.E.P.CAD, Inc. AutoSPRlNK®VR8v8.0.36 01/11/2010 3:21:02PM Page 8 [HydrauIicAnaIysisi . Job Number: 09-655 Reoort Descriotion: Soec W2rehous Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.1570 37.63 3.30 120 0.012519 151'-7 Pt 2.206 74 41 1511/2 15-3% 32.137 34.259 P0(12-31/2) P0(12-31/2) 24'-7Y 176-21/ Pe -0.084 Pv RN 2.1570 37.63 3.30 120 0.012519 1-1 Pt 0.168 41 40 1531,4 14-21/2 34.259 34.905 P0(12-3%) 12-3Y 13-5 Pe 0.478 Pv CM 4.3100 0.03 0.00 120 0.000000 12-0 Pf 0.000 40 38 14-2% 14-3% 34.905 34.868 12k-0 Pe -0.037 Pv Gb .•••• Route 37 CM 4.3100 37.60 0.83 120 0.000429 12-0 Pf 0.005 40 42 14-2% 14-1% 34.905 34.947 12'-0 Pe 0.037 Pv CM 4.3100 74.41 1.64 120 0.001518 12-0 Pt 0.018 42 44 14-1% 14-0% 36.81 34.947 35.002 Flow (q) from Route 38 12-0 Pe 0.037 Pv CM 4.3100 110.79 2.44 120 0.003170 11111/ Pt 0.038 44 46 14-0% 13-11% 36.37 35.002 35.077 Flow (q) from Route 59 11-111/ Pe 0.037 Pv CM 4.3100 147.11 3.23 120 0.005356 1-101/ Pt 0.130 46 48 13-11% 13-11 36.32 35.077 35.212 Flow (q) from Route 47 fl(22-3%) 22-31/ 24-: Pe 0.006 Pv • Route 38 ..... RN 2.1570 36.81 3.23 120 0.012021 1'-1 Pf 0.161 43 42 15-2% 1411/2 36.81 34.306 34.947 Flow (q) from Route 39 P0(12-31/2) 12'-31/ 13' Pe 0.480 Pv =. ..... Route 39 ..... BL 2.1570 36.81 3.23 120 0.012021 1 151-71 Pt 2.118 76 43 150h,4 15-2% 46.83 32.272 34.306 Flow (q) from Route 44 Z, P0(12-31/2) _J 2471, Pe -0.084 176'-2/2 Pv -Route 40 ..... BL 2.1570 17.33 1.52 120 0.002983 81- Pf 0.024 218 220 15-8 15-8% 17.366 17.385 I 84Pv Pe -0.005 Gb ..••• Route 41••••' RN 2.1570 45.62 4.01 120 0.017877 0-llfPf 0.236 103 102 15-0% 14-1% 45.62 38.219 38.853 Flow (q) from Route 50 P0(12-31/2) 1231/ 13'-2/2 Pe 0.398 Pv . • • • Route 42•••• _ RN 2.1570 44.85 3.94 120 0.017320 o-iirpt 0.229 105 104 15-0 14-1 44.85 38.186 38.806 Flow (q) from Route 43 P0(12-3%) 12-3Y 13-214Pv Pe 0.391 ow • • Route 43•••• BL 2.1570 44.85 3.94 120 0.017320 143-8Pf 2.915 116 105 14-10% 15-0 45.62 35.320 38.186 Flow (q) from Route 49 P0(12-3%) 2471, 168314Pv Pe -0.048 Gw ..... Route 44•••• RN 2.1570 36.81 3.23 120 0.012021 1-3 Pf 0.163 75 76 13-9% 15-0% 32.647 32.272 P0(12-3%) 1231/ 1361/ Pe -0.538 Pv • • • Route 45 ..... RN 2.1570 46.83 4.11 120 0.018763 0'-lllPf 0.248 101 100 15-0% 1411,4 36.32 38.280 38.933 Flow (q) from Route 46 P0(12-3%) 12-3Y 13-3jPv Pe 0.405 Go •.••• Route 46•'" RN 2.1570 46.83 4.11 120 0.018763 1-01% Pt 0.250 111 112 13-11 14-11% 35.366 35.170 P0(12-3%) 12-31/ 13'-4 Pe -0.446 Pv BL 2.1570 46.83 4.11 120 0.018763 143-8 Pt 3.158 112 101 14-11% 15-0% 35.170 38.280 P0(12-3%) Z, P0(12-31/2) 24-71/ 168-3Y Pe -0.048 Pv ...•. Route 47 ..... RN 2.1570 36.32 3.19 120 0.011724 1-1YPf 0.157 47 46 15-1 13-11% 36.32 34.431 35.077 Flow (q) from Route 48 P0(12-3%) 1231, 13-Pv Pe 0.489 - Route 48•••• BL 2.1570 36.32 3.19 120 0.011724 151-71Pt 2.066 80 47 14-10% 15-1 36.37 32.449 34.431 Flow (q) from Route 58 P0(12-3%) 24-7Y2{ 176'-2/; Pe -0.084 Pv ..... Route 49 ..... ,©M.E.P.CAD, Inc. AutoSPRlNK®VR8v8.0.36 01/11/2010 3:21:02PM Page 9 LHydrauI1c Analysis Job Number: 09-655 Rnrrf fl,'ri,s+i,n Pipe Type Diameter Flow Velocity HWC Friction Loss - - Length -. Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary RN 2.1570 44.85 3.94 120 0.017320 0'- 111% ___ Pf 0.230 115 116 13-11 1410h/2 35.514 35.320 PO(12-3Y2) 12-3Y 13-3Y Pe -0.424 Pv • Route 50 ..... RN 2.1570 45.62 4.01 120 0.017877 1-0 Pt 0.238 113 114 13-11 14-11 35.456 35.259 P0(12-3%) 12-3Y 13-31/Pv Pe -0.435 BL 2.1570 45.62 4.01 120 0.017877 143-8 Pf 3.008 114 103 14-11 15-0% 35.259 38.219 P0(12-3%) PO(12-3%) 247h/ 1683h/ Pe -0.048 Pv ab ..... Route 51 ..... CM 4.3100 127.57 2.81 120 0.004115 1270 Pf 0.049 67 69 14-5 14-3 31.304 31.422 12--01 Pe 0.069 Pv 40 .Route 52 • CM 4.3100 187.15 4.12 120 0.008362 12-0 Pt 0.100 62 60 1421/2 14-1 31.633 31.784 12-0 Pe 0.051 Pv RN 2.1570 58.37 5.13 120 0.028204 1-6 Pt 0.390 60 59 14-1 15-7 31.784 31.516 P0(12-3%) 12-3Y 13-10 Pe -0.658 Pv BL 2.1570 58.37 5.13 120 0.028204 16T-7 Pt 5.421 59 26 15-7 15-4% 31.516 37.036 P0(12-3%) P0(12-3%) 24-7Y 192'-2Y Pe 0.098 Pv RN 2.1570 58.37 5.13 120 0.028204 1-1Y Pf 0.37Y- 26 27 15-4% 14'-3 37.036 37.897 P0(12-3%) 12-3Y 13-f Pe 0.482 Pv Go .....Route 53 ..... CM 4.3100 128.78 2.83 120 0.004187 1 V-0 Pf 0.046 60 58 14-1 13-111/2 31.784 31.877 1 V-0 Pe 0.047 Pv RN 2.1570 63.66 5.59 120 0.033107 V-7 Pt 0.459 58 57 13-111/2 15-6% 31.877 31.658 P0(12-3%) 12-3Y 13-10YPv Pe -0.679 BL 2.1570 63.66 5.59 120 0.033107 16T-7 Pt 6.363 57 25 15-6% 15-4 31.658 38.119 P0(12-3%) P0(12-3%) 24'-7Y 192'-2Y Pe 0.098 Pv RN 2.1570 63.66 5.59 120 0.033107 1-1Y Pf 0.444- 25 24 15-4 14-2% 38.119 39.046 P0(12-3%) 12-3Y IT-5 Pe 0.483 Pv =. ..... Route 54 ..... CM 4.3100 65.12 1.43 120 0.001186 10-0 Pf 0.012 58 56 13-111/2 13-101/2 31.877 31.932 10-0 Pe 0.043 Pv RN 2.1570 65.12 5.72 120 0.034529 171/ N 0.481 56 55 13-10% 15-6 31.932 31.715 P0(12-3%) 12-3Y 13-11 Pe -0.698 Pv BL 2.1570 65.12 5.72 120 0.034529 167- Pt 6.636 55 22 15-6 15-3 31.715 38.450 P0(12-3%) P0(12-3%) 2471/ 19221/ Pe 0.098 Pv RN 2.1570 65.12 5.72 120 0.034529 111/ N 0.463 22 21 15-3 14-2 38.450 39.396 P0(12-3%) 12-3/ 13- Pe 0.483 Pv . • • . Route 55 ..... BL 1.4420 9.70 1.90 120 0.007239 1O0- Pf 0.939 185 194 14-10 14-11 36.392 37.307 P0(7-5) 6LtE(2-5%), P0(7-5) 2981/ 129-8Y Pe -0.025 Pv Qp .Route 56 ..... RN 2.1570 44.54 3.91 120 0.017100 0-111/2 N 0.227 117 118 13-11 14-10 35.538 35.351 P0(12-3%) 12-3V 13-3 Pe -0.414 Pv BL 2.1570 44.54 3.91 120 0.017100 143-8 Pt 2.878 118 107 14-10 14-111/2 35.351 38.180 P0(12-3%) Z, P0(12-31/2) 24-7Y 168-3/ Pe -0.048 Pv RN 2.1570 44.54 3.91 120 0.017100 0-101 Pf 0.226 107 106 14-11% 14-1 38.180 38.791 P0(12-3%) 1231 13-2Y Pe 0.385 Pv • • • Route 57..... RN 2.1570 41.36 3.63 120 0.014909 1-1Y Pf 0.201 81 82 13-3% 14-5% 32.988 32.694 P0(12-3%) 12-3Y Pe -0.495 1351/ Pv .Route 58 ..... ,©M.E.P.CAD, Inc. 11.1 AutoSPRlNK®VR8v8.0.36 01/11/2010 3:21:02PM Page 10 [Hydraulic Analysis 1 Job Number: 09-655 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream RN 2.1570 36.32 3.19 120 0.011724 1-' 12-37 138h/ Pf 0.161 Pe -0.612 Pv 79 1351,4 32.900 P0(12-3%) 80 14.101/2 32.449 ..... Route 59 ..... RN 2.1570 36.37 3.19 120 0.011756 1-11 1231/ 13'- Pf 0.158 Pe 0.481 Pv 45 15-1% 36.37 34.364 Flow (q) from Route 60 44 14-0% 35.002 P0(12-3%) =. ..... Route 60••••• RN 2.1570 36.37 3.19 120 0.011756 V-4 12-37 13-77 Pf 0.160 Pe -0.572 Pv 77 13-7% 32.788 P0(12-3%) 78 14-111/2 32.376 BL 2.1570 36.37 3.19 120 0.011756 151-7 24-77 176-27 Pf 2,071 Pe -0.084 Pv 78 14111/2 32.376 P0(12-3%) 45 15-1% 34.364 2Z, P0(12-31/2) .•" Route 61••••• BL 2.1570 7.55 0.66 120 0.000641 8-0Pf 8'-0Pv 0.005 Pe 0.004 254 15-41/2 18.631 256 15-4 18.641 . -Route 62 ..... BL 2.1570 7.16 0.63 120 0.000582 8'-0 8'-0 Pf 0.005 Pe 0.004 Pv 236 15-5 18.652 238 15-5 18.661 Qw •.••• Route 63 ..... BL 2.1570 4.67 0.41 120 0.000264 81-. 0.002 204 15-7 206 15-7% 25.014 25.011 8-q -0.005 Pvf Equivalent Pipe Lengths of Valves and Fittings (Cr120 only) I I Actual Inside Diameter 487 Schedule 40 Steel Pipe Inside Diameter ) = Factor C Value Multiplier Value Of 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 0 r'r in. 11111111 AifnSPPIHk(/RR 0 01/11/2010 3:21:02PM Pace 1' Hpe ypeLegerki AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground U1111S LeYU11U Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe iHydrauhc AnaLysis I Job Number: 09-655 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream Eq. Length Total Length Summary httlngs Legend ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeW Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LIE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ,©M.E.P.CAD, Inc. AutoSPRlNK®VR8v8.0.36 01/11/2010 3:21:02PM Page 12 lHydr1ic Graph r 1 Job Number: 09-655 r.,r rure.,u t. rJJL. VVdtItUU Supply at Node I 150 —: 135— 120— 105— Static Pressure 100.000 890.0 @ 95.000 90- CL: 75— 582.35 @ 66.400 45H System demand curve 30—--- 7 _ 15—-- _ / 1J.IJ.J.J.IJ1.!.l.1_i_l..I.I '11111111 111111111 ItIllill I II III liii liii I I I I I I I I 0200 400 600 800 1000 1200 1400 1600 1800 2000 Water flow, gpm Hydraulic Graph Supply at Node I Static; Pressure 100.000 Residual; Pressure 95.000 © 890.00 Aver able Pressure at Time at Test 85.502 @ 1582.35 System Demand 66.400 @ 1582.35 System Demand (Including Hose frdlowance at Source) 66.400 @ 1582.35 ©M.E.P.CAD, Inc. 111 AutoSPRINKtVR8v8.0.36 01/11/2010 3:20:18PM Page 1 ]JI15yoraulic Summary 1 Job Number: 09-655 Penrt fl srirstiron Srsosx' AMroshnr Ices Jb . . Jab Number 09-655 Di._.s.i Engineer Job Nanrm SteteCerStca/on/Llcense Genoptix Number Address 1 2131 Faraday Ave. Carlsbad, CA 92008 AHJ Address 2 Job Site/Building Address 3 Calc Area # 3 Drawing Name Roof Piping Caic Model $ysern Remote Area(s) Most Demanding Sprinider Dote 8.1 K-Factor 31.68 at 15.297 Occupancy Spec. Warehouse Job Suffix Hose Allowance At Source 0.00 Density 0.33gpm1ft2 Area of Application 3000.00ff2 (Actual 3053.33ff2) Additional Hose Supplies Node FIow(pom Hose At Node 2 500.00 Number Of Sprinklers Calculated 32 Coverage Per Sprinkler 96.00ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: 65.164 Right: 65.164 6391 .73ga1 Total Hose Streams 500.00 System Flow Demand 1597.93 Total Water Required (including Hose Allowance) 1597.93 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 16.89 between nodes 49 and 50 Maximum Velocity Under Ground 12.09 between nodes 7 and 8 Volume capacity ot Wet Pipes Volume capacity of Dry Pipes Supplie Node Hose Flow (gpm) Static (psi) { Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 100.000 95.000 I 890.00 85.237 1597.93 65.164 20.073 FILE copy Contractor ContractorNumber 21 Contact Name Clark Cowar - Contact Tide Superintendent Name or Contractor Reno Contracting, Inc Phone 619-520-3810 Extension Address t 1450 Frazee Rd. #100 San Diego, CA 92108 FAX Address 2 E-mail City state Sp Code Web-Site ,© M.E.P.CADr Inc. ffi AutoSPRINK®VR8 v8.0.36 01/11/2010 3:32:21PM Page 1 Summary Of Outflowln9 Devices I Job Number: 09-655 Report DescriDtion: SDec. Warehouse Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 2 500.00 500.00 0 - 63.017 Sprinkler 301 37.50 31.68 8.1 - 21.430 Sprinkler 303 37.21 31.68 8.1 21.106 Sprinkler 305 37.14 31.68 8.1 21.021 Sprinkler 307 37.14 31.68 8.1 21.025 Sprinkler 309 37.23 31.68 8.1 21.120 Sprinkler 311 33.11 31.68 8.1 16.712 Sprinkler 313 32.34 31.68 8.1 - 15.938 Sprinkler 315 31.90 31.68 8.1 15.511 Sprinkler 317 31.71 31.68 8.1 15.328 c Sprinkler 319 31.68 31.68 8.1 15.297 Sprinkler 321 31.68 31.68 8.1 - 15.299 Sprinkler 323 31.80 31.68 8.1 15.408 Sprinkler 325 32.10 31.68 8.1 15.703 Sprinkler 327 32.70 31.68 8.1 16.300 Sprinkler 329 37.28 31.68 8.1 21.181 Sprinkler 331 35.18 31.68 8.1 18.861 Sprinkler 333 34.46 31.68 8.1 18.100 Sprinkler 335 34.08 31.68 8.1 17.699 Sprinkler 337 33.93 31.68 8.1 17.550 Sprinkler 339 33.93 31.68 8.1 17.542 Sprinkler 341 33.96 31.68 8.1 17.575 Sprinkler 343 34.12 31.68 8.1 17.744 Sprinkler 345 34.52 31.68 8.1 18.164 Sprinkler 347 37.24 31.68 8.1 21.143 Sprinkler 349 35.15 31.68 8.1 18.832 Sprinkler 351 34.44 31.68 8.1 18.075 Sprinkler 353 34.06 31.68 8.1 17.676 Sprinkler 355 33.91 31.68 8.1 17.527 Sprinkler 357 33.91 31.68 8.1 17.521 Sprinkler 359 33.94 31:68 8.1 17.555 Sprinkler 361 34.10 31.68 8.1 17.725 Sprinkler 363 34.50 1 31.68 1 8.1 1 18.147 c Most Demanding Sprinkler Data ,©M.E.P.CAD, Inc. AutoSPRiNK®VR8v8.0.36 01/11/2010 3:32:23PM Page 2 ydráu1icAnatysis Job Number: 09-655 Recort Descrintion Snc Wrrntie Pipe Type Diameter Flow Velocity HWC Friction Loss iLength Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings 1Eq. Length Total Length Summary SP 1.0490 31.68 11.76 120 0.304740 0'-7 Pf 1.699 319 318 15-6% 14111/2 31.68 8 15.682 17.629 Sprinkler, P0(5-0) 5-0 6-7 Pc 0.249 Pv BL 2.1570 23.96 2.10 120 0.005429 8-0 Pf 0.043 318 316 14-11% 15-0 17.629 17.668 8-0 Pc -0.004 Pv BL 2.1570 55.67 4.89 120 0.025831 8-C Pf 0.207 316 314 15-0 15-0 31.71 17.668 17.870 Flow (q) from Route 3 8-0 Pc -0.004 Pv BL 2.1570 87.56 7.69 120 0.059716 8-0 Pf 0.478 314 312 15-0 151-0 31.90 17.870 18.344 Flow (q) from Route 5 8-0 Pe -0.004 Pv BL 2.1570 119.88 10.53 120 0.106787 8-C Pf 0.854 312 310 15-0 15-0 32.32 18.344 19.194 Flow (q) from Route 7 8-C Pe -0.004 Pv BL 2.1570 152.97 13.43 120 0.167611 434 Pf 9.395 310 47 15-0 151-1 33.08 19.194 28.564 Flow (q) from Route 9 PO(12-31/.) 12-31/ 56-01, Pe -0.025 Pv RN 2.1570 152.97 13.43 120 0.167611 1-1Y Pf 2.252 47 46 15-1 13-11% 28.564 31.305 P0(12-3%) 12-3Y 13-5 Pe 0.489 Pv CM 4.3100 237.92 5.23 120 0.013036 11-111/2 Pf 0.156 46 44 13-111/2 14-0% 84.95 31.305 31.424 Flow (q) from Route 10 11-IlY Pe -0.037 Pv CM 4.3100 350.08 7.70 120 0.026635 12'-C Pf 0.320 44 42 14-0% 14-1% 112.16 31.424 31.707 Flow (q) from Route 26 12'-C Pe -0.037 Pv CM 4.3100 386.01 8.49 120 0.031913 12'-C Pf 0.383 42 40 14-1% 14-2% 35.94 31.707 32.053 Flow (q) from Route 34 12'-C Pc -0.037 Pv CM 4.3100 421.55 9.27 120 0.037560 12-0 Pf 0.451 40 38 14-2% 1431/2 35.54 32.053 32.467 Flow (q) from Route 60 12'-C Pe -0.037 Pv CM 4.3100 457.82 10.07 120 0.043756 12-0 Pf 0.525 38 36 143h/a 14-4% 36.27 32.467 32.955 Flow (q) from Route 2 12'-C Pe -0.037 Pv CM 4.3100 487.03 10.71 120 0.049061 12'-C Pf 0.589 36 34 14-4% 14-5% 29.21 32.955 33.507 Flow (q) from Route 62 12'-C Pe -0.037 Pv CM 4.3100 519.19 11.42 120 0.055221 12'-C N 0.662 34 33 14-5% 14'-5% 32.16 33.507 34.165 Flow (q) from Route 51 12'-C Pe -0.004 Pv CM 4.3100 552.52 12.15 120 0.061958 12'-C Pf 0.743 33 31 14-5% 14'-4% 33.33 34.165 34.936 Flow (q) from Route 36 12'-C Pe 0.028 Pv CM 4.3100 589.82 12.97 120 0.069916 12- Pf 0.839 31 28 14-4% 14-4 12.62 34.936 35.804 Flow (q) from Route 56 12-C Pe 0.029 Pv CM 4.3100 634.65 13.96 120 0.080064 12-C N 0.961 28 27 14-4 14-3 44.83 35.804 36.794 Flow (q) from Route 47 12-C Pe 0.029 Pv CM 4.3100 684.84 15.06 120 0.092169 11-C N 1.014 27 24 14-3 14-2% 50.19 36.794 37.834 Flow (q) from Route 53 11-1 Pe 0.026 Pv CM 4.3100 740.44 16.28 120 0.106490 1-1 N 0.153 24 23 14-2% 14-2% 55.60 37.834 37.990 Flow (q) from Route 54 V-5 Pe 0.003 Pv CM 6.3570 740.44 7.48 120 0.016046 8'-7 Pf 0.137 23 21 14-2% 14-2 37.990 38.148 8'-7 Pe 0.020 Pv CM 6.3570 797.52 8.06 120 0.018409 0-10 N 0.016 21 20 14-2 14-1% 57.08 38.148 38.166 Flow (q) from Route 55 0-1I Pe 0.002 Pv CM 6.3570 1096.47 11.08 120 0.033175 66'-7 Pf 4.503 20 8 14-1% 0-6 58.37 38.166 48.576 Flow (q) from Route 38 fT(31-5), 3fE(12-7) 69'-2 1354 Pe 5.907 Pv UG 6.4000 1096.47 10.94 140 0.024138 3- Pf 0.460 8 7 0-6 -3-0 48.576 50.553 LtE(15-6%) 15-61/ 19-0Y Pc 1.517 Pv UG 6.0900 1096.47 12.08 150 0.027057 5-6Y N 0.150 7 6 -3-0 4-0 50.553 50.703 J 5-6Y Pe -0.000 Pv (,.©M.E.P.CAD, Inc. AutoSPR(NKVR8v8.0.36 01/08(2010 1:58:17PM Page 3 J111114-ydrauJic AnaIysis Job Number: 09-655 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream UG 6.4000 1096.47 10.94 140 0.024136 2'-71/2 16-61% 18-21, Pf 0.439 Pe -0.000 Pv 6 4-0 50.703 5 -3-0 51.142 LtE(15'-61/2) UG 6.0900 1096.47 12.08 150 0.027057 58'-91/ 27'- 86'- Pt 2.341 Pe Pv 5 -3'-0 51.142 4 -3-0 53.483 2LtE(13-10%) UG 6.2800 1096.47 11.36 140 0.026469 12-i 58'-31/ 2) 70'-3Y Pf 6.861 Pe Pv 4 -3-0 53.483 3 -3-0 60.344 2E(22-1), BFP(-5.000), LtE(14' UG 6.0900 1096.47 12.08 150 0.027057 13-91/ 46-21, 60- Pt 1.623 Pe Pv 3 -3-0 60.344 2 -3-0 61.967 T(46-21/4 UG 7.9800 1096.47 7.03 150 0.007255 212'-' 119'-21/ 331'-21/ Pt 2.403 Pe Pv 2 -3-0 61.967 Supply, 1 4-0 64.370 2T(52-10), EE(13'-7), S 500.00 Hose Allowance At Source 1 1596.47 Go ..... Route 2•... SP 1.0490 31.68 11.76 120 0.304776 OW Pf 1.702 321 320 15-6% 14'-11Y2 31.68 8 15.684 17.639 Sprinkler, P0(5-0) 5-0 6-7 Pe 0.253 Pv BL 2.1570 39.41 3.46 120 0.013634 8-0 Pt 0.109 320 322 14'-11Y2 14-11Y2 44.83 17.639 17.753 Flow (q) from Route 46 8-0 Pe 0.004 Pv BL 2.1570 71.20 6.25 120 0.040728 8-0 Pf 0.326 322 324 1411h/z 14-111/2 31.79 17.753 18.083 Flow (q) from Route 4 8'-( Pe 0.004 Pv BL 2.1570 103.29 9.07 120 0.081059 8-0 Pf 0.648 324 326 14'-111/2 14'-11 32.09 18.083 18.736 Flow (q) from Route 6 8'-Q Pe 0.004 Pv BL 2.1570 135.97 11.94 120 0.134792 43-1( Pt 7.568 326 80 14'-11 14'-101/2 32.68 18.736 26.328 Flow (q) from Route 8 P0(12-31/2) 12-31/ 56'- Pe 0.024 Pv RN 2.1570 135.97 11.94 120 0.134792 1-1 Pt 1.849 80 79 14-10% 13-5% 26.328 28.789 P0(12-31/2) 12'-31/ 13'-81/ Pe 0.612 Pv CM 4.3100 373.88 8.22 120 0.030082 11-11Y Pf 0.360 79 77 13-5% 13-7% 237.92 28.789 29.080 Flow (q) from Route 14 11-111/Pv Pe -0.069 CM 4.3100 447.44 9.84 120 0.041938 12'-C Pt 0.503 77 75 13-7% 13-9% 73.56 29.080 29.514 Flow (q) from Route 29 12-1 Pe -0.069 Pv CM 4.3100 411.51 9.05 120 0.035921 12'-C Pf 0.431 75 73 13-9% 13111/2 29.514 29.875 12'-C Pe -0.069 Pv CM 4.3100 375.96 8.27 120 0.030393 12'-C Pt 0.365 73 71 13-11% 14-1 29.875 30.171 12'-C Pe -0.069 Pv RN 2.1570 36.27 3.18 120 0.011691 1,-1 Pt 0.157 71 72 14-1 15-2 30.171 29.857 P0(12-3%) 12'-3Y 13'-41/2 Pe -0.471 Pv BL 2.1570 36.27 3.18 120 0.011691 15V-7 Pt 2.060 72 39 15-2 15-4% 29.857 31.833 PO(12'-3%) Z, PO(12-31/2) 24'-71% 176'-2Y Pe -0.084 Pv RN 2.1570 36.27 3.18 120 0.011691 1,-I Pt 0.157 39 38 15-4% 14-3% 31.833 32.467 P0(12-3%) 1231/ 13-5 Pe 0.477 Pv eo • • . Route 3•" SP 1.0490 31.71 11.77 120 0.305293 0-7fPt 1.704 317 316 15-6% 151-0 31.71 8 15.712 17.668 Sprinkler, P0(5-0) 5'-0 6-7 Pe 0.252 Pv sb . • • Route 4 ..... SP 1.0490 31.79 11.80 120 0.306752 0'-7tPt 1.710 323 322 1561,4 14-111/2 31.79 8 15.794 17.753 Sprinkler, P0(5-0) 6-0 5'-7 Pe 0.249 Pv ..... Route 5 ..... SP 1.0490 31.90 11.84 120 0.308595 ] 0'-71Pt 1.722 315 314 15-7 15-0 31.90 8 15.896 17.870 Sprinkler, P0(5-0) 5- 5-71Pv Pc 0.252 • • . Route 6 ..... (. MFPCAD In IN AutoSPRINK1 VRR vRi)5 01/08/2010 1:58:17PM Paae 4 1111Hydr4 'U'lic Analysis i Job Number: 09-655 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary ____ SP 1.0490 32.09 11.91 120 0.312056 - 0-i Pt 1.742 325 324 15-6% 14-11% 32.09 8 16.089 18.083 Sprinkler, P0(5'-0) 5-C V-7 Pe 0.252 Pv Qb "••• Route 7••••• SP 1.0490 32.32 12.00 120 0.316275 0-7fPf 1.766 313 312 15-7 15-0 32.32 8 16.324 18.344 Sprinkler, P0(5-0) 5'- 5'-71Pv Pe 0.253 Qb ..... Route 8 ..... SP 1.0490 32.68 12.13 120 0.322776 0'-7fPf 1.799 327 326 15-6 14-11 32.68 8 16.687 18.736 Sprinkler, P0(5-0) 5-f 5'-Pv Pc 0.249 ..... Route 9 ..... SP 1.0490 33.08 12.28 120 0.330138 0'-7fPf 1.842 311 310 15-7 15-0 33.08 8 17.099 19.194 Sprinkler, PO(5'-O) 5'-0 5'-7 Pe 0.252 Pv ..... Route 10 ..... SP 1.0490 33.87 12.57 120 0.344887 0-i Pf 1.926 357 356 15-2% 14'-7% 33.87 8 17.927 20.105 Sprinkler, P0(5-0) 5-0 5'-7 Pc 0.253 Pv BL 2.1570 17.25 1.51 120 0.002958 8-0 Pt 0.024 356 354 14-7% 14-8 20.105 20.114 8'-0 Pe -0.015 Pv BL 2.1570 51.13 4.49 120 0.022074 8-0 N 0.177 354 352 14-8 14-8% 33.88 20.114 20.276 Flow (q) from Route 11 8'-0 Pe -0.015 Pv BL 2.1570 85.15 7.48 120 0.056708 8-0 Pt 0.454 352 350 14-8% 14'-9 34.02 20.276 20.715 Flow (q) from Route 16 8-0 Pc -0.015 Pv BL 2.1570 119.54 10.50 120 0.106222 8'-0 Pt 0.850 350 348 14-9 14-9 34.39 20.715 21.550 Flow (q) from Route 20 8-0 Pc -0.015 Pv BL 2.1570 154.63 13.58 120 0.171002 391/ Pt 2.755 348 52 14-9 1491/2 35.09 21.550 24.298 Flow (q) from Route 24 PO(12'-3114) 12'-3Y 16'-1Y Pc -0.007 Pv RN 2.1570 191.77 16.84 120 0.254648 0-11 Pt 3.367 52 51 14-9% 13'-10Y2 37.14 24.298 28.061 Flow (q) from Route 30 P0(12-3%) 12'-31/; 13'-2Y Pe 0.397 Pv CM 4.3100 191.77 4.22 120 0.008748 1 V-8 Pt 0.102 51 49 13101/2 13_111/2 28.061 28.116 11-i Pe -0.047 Pv CM 4.3100 383.90 8.44 120 0.01591 57.81/ Pt 3.126 49 48 13-111/2 13-11 192.13 28.116 31.264 Flow (q) from Route 12 2fE(9'-51/2), fl(22'-31/2) 41'- 98'-1 V/ Pc 0.022 Pv CM 4.3100 84.95 1.87 120 0.001940 V-1 01/ Pf 0.047 48 46 13'-111 13'-111/2 31.264 31.305 fT(22'-3Y2) 22'-31/ 24-; Pc -0.006 Pv ••••• Route 11•••• SP 1.0490 33.88 12.58 120 0.344991 0-71 Pt 1.927 355 354 15-3 14-8 33.88 8 17.932 20.114 Sprinkler, P0(5-0) 5-0 6-7J Pc 0.254 Pv ••••• Route 12"••• SP 1.0490 33.89 12.58 120 0.345251 0'-7 Pt 1.928 339 338 15'-4 14'-9 33.89 8 17.947 20.128 Sprinkler, P0(5-0) 5'-0 T-7 Pc 0.253 Pv BL 2.1570 17.49 1.54 120 0.003035 8'-0 Pt 0.024 338 336 14'-9 14-9% 20.128 20.137 8-C Pc -0.015 Pv BL 2.1570 51.39 4.51 120 0.022284 8-C Pt 0.178 336 334 14-9% 14'-9% 33.90 20.137 20.301 Flow (q) from Route 13 8-C Pc -0.015 Pv BL 2.1570 85.43 7.50 120 0.057058 8-C Pt 0.456 334 332 14-9% 14-10 34.04 20.301 20.742 Flow (q) from Route 17 8-C Pc -0.015 Pv BL 2.1570 119.85 10.52 120 0.106727 8'-( N 0.854 332 330 14-10 1410l/2 34.42 20.742 21.581 Flow (q) from Route 21 8'-( Pc -0.015 Pv BL 2.1570 154.96 13.61 120 0.171685 391/ N 2.766 330 50 14-101/2 14'-101/2 35.12 21.581 24.340 Flow (q) from Route 25 P0(12-3%) 12'-31/ 16'-IY Pe -0.007 Pv RN 2.1570 192.13 16.87 120 0.255549 0-11 Pt 3.379 50 49 14-10% 13'-111/2 37.17 24.340 28.116 Flow (q) from Route 31 P0(12-31/2) 12'-3V 13'-2Y Pc 0.397 Pv ..... Route 13 .... ,©M.E.P.CAD, Inc. AutoSPRINK®VR8v8.0.36 01/08/2010 1:58:17PM Page 5 11111iydraulic , Analysis I Job Number: 09-655 Rnt,rf fl 'rinti,,n Cr,. Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream SP Elevation 1.0490 Discharge 33.90 K-Factor 12.58 Pt Pn 120 Fittings 0.345405 Eq. Length Total Length 0'-7 Summary Pf 1.929 337 336 15'-4% 14-9% 33.90 8 17.956 20.137 Sprinkler, P(5-0) 5'-0 V-7, Pe Pv 0.253 Go ..... Route 14..... SP 1.0490 33.90 12.59 120 0.345484 0'- Pf 1.929 359 358 15-2 14-7 33.90 8 17.960 20.142 Sprinkler, PO(5'-O) 5'-C 5- Pe Pv 0.253 BL 2.1570 50.52 4.44 120 0.021589 8'-C Pt 0.173 358 360 14-7 14-6% 16.62 20.142 20.329 Flow (q) from Route 45 8-0 Pe Pv 0.015 BL 2.1570 84.58 7.43 120 0.056014 8-0 Pf 0.448 360 362 14-6% 14'-6% 34.06 20.329 20.792 Flow (q) from Route 18 8'-0 Pe Pv 0.015 BL 2.1570 119.04 10.45 120 0.105402 43-10 Pf 5.919 362 84 146h/2 14-4 34.46 20.792 26.792 Flow (q) from Route 22 P0(12-3%) 12'-3Y 56-2 Pe Pv 0.081 RN 2.1570 119.04 10.45 120 0.105402 1-21% Pf 1.42F- 84 83 144 13'-2 26.792 28.729 P0(12-3%) 12'-3Y 13-6 Pe Pv 0.515 CM 4.3100 119.04 2.62 120 0.003621 11-8 Pf 0.042 83 81 13-2 13-3% 28.729 28.704 11-8 Pe Pv -0.067 CM 4.3100 237.92 5.23 120 0.013036 1 1 V-8 Pt 0.152 81 79 13-3% 135h/2 118.87 28.704 28.789 Flow (q) from Route 15 1 V-8 Pc Pv -0.067 • • • Route 15..... SP 1.0490 33.92 12.59 120 0.345839 OW Pf 1.931 341 340 1531/2 14-8% 33.92 8 17.980 20.164 Sprinkler, P0(5-0) 5'-0 6-7 Pc Pv 0.253 BL 2.1570 50.32 4.42 120 0.021429 8-0 Pf 0.171 340 342 14-8% 14-8 35.94 20.164 20.350 Flow (q) from Route 33 8'-0 Pc Pv 0.015 BL 2.1570 84.40 7.41 120 0.055788 8-C Pt 0.446 342 344 14-8 14-7% 34.08 20.350 20.811 Flow (q) from Route 19 8-I Pc Pv 0.015 BL 2.1570 118.87 10.44 120 0.105126 43-1l Pt 5.903 344 82 14-7% 14-5% 34.47 20.811 26.795 Flow (q) from Route 23 PO(12'-3%) 12'-3Y 56-: Pc Pv 0.081 RN 2.1570 118.87 10.44 120 0.105126 111/ Pt 1.414 82 81 14-5% 13-3% 26.795 28.704 " PO(12'-3%) 12-3Y 13'-51 Pe Pv 0.495 . • ... Route 16•••.• SP 1.0490 34.02 12.63 120 0.347650 0'-4Pf 1.941 353 352 15-3% 14-8% 34.02 8 18.082 20.276 Sprinkler, P0(5-0) 6-0 5'-7 Pc Pv 0.253 .... • Route 17 ..... SP 1.0490 34.04 12.64 120 0.348051 0-71Pf 1.943 335 334 15-4% 14-9% 34.04 8 18.104 20.301 Sprinkler, PO(5-0) 5'- 5-7jPv Pc 0.253 ••••• Route 18••••• SP 1.0490 34.06 12.65 120 0.348517 0'-7 Pf 1.946 361 360 151h/2 14-6% 34.06 8 18.131 20.329 Sprinkler, P0(5-0) 5-0 6-7 Pc Pv 0.253 ab ..... Route 19..... SP 1.0490 34.08 12.65 120 0.348852 0-71 Pt 1.948 343 342 15-3 14-8 34.08 8 18.149 20.350 Sprinkler, PO(5'-O) 5-1 5-7jPv Pc 0.253 -Route 20••••• SP 1.0490 34.39 12.77 120 0.354745 o'-71 Pt 1.981 351 350 15-4 14-9 34.39 8 18.481 20.715 Sprinkler, P0(5-0) 5'- 5'-7jPv Pc 0.253 ••••• Route 21 ..... SP 1.0490 34.42 12.78 120 0.355191 0'-71Pf 1.983 333 332 15-5 14-10 34.42 8 18.506 20.742 Sprinkler, PO(5'-O) 5'-0 6-7 Pc Pv 0.253 Qw ..... Route 22 .... SP 1.0490 34.46 12.79 120 0.355998 0-71 Pt 1.988 363 362 15-1% 14-6% 34.46 8 18.552 20.792 Sprinkler, P0(5-0) V-0 5'-7 Pc Pv 0.253 -Route 23 ..... SP 1.0490 34.47 12.80 120 0.356303 0-71 Pt 1.989 345 344 152h/2 14-7% 34.47 8 18.569 20.811 Sprinkler, P0(5-0) 5'- 5 Pc P 0.253 ,©M.E.P.CAD, Inc. LillAutoSPRINKOVR8v8.0.36 01/08/2010 1:58:17PM Page 6 ~11%Hydraluk Analysis Job Number: 09-655 Renort Descrintion- Rnar WrAhiIP Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream jTotal Go ..... Route 24 .... SP 1.0490 35.09 13.03 120 0.68174 0-71 Pf 2.057 349 348 15-4 14-9 35.09 8 19.239 21.550 Sprinkler, PO(5'-O) 5'-€ 5'-7Pv Pe 0.254 Go ..... Route 25..... SP 1.0490 35.12 13.04 120 0.368684 0'- Pf 2.060 331 330 15-5% 14-101/2 35.12 8 19.267 21.581 Sprinkler, P0(5-0) 5- V- Pe Pv 0.254 '•• Route 26••••• SP 1.0490 37.04 13.75 120 0.406949 0'-7 Pf 2.271 305 304 15-7% 15'01/2 37.04 8 21.438 23.960 Sprinkler, P0(5-0) 5'-C V-7 Pe Pv 0.252 BL 2.1570 37.66 3.31 120 0.012534 8-0 Pf 0.100 304 302 15-0% 16-1 0.62 23.960 24.056 Flow (q) from Route 27 8'-0 Pe Pv -0.004 BL 2.1570 74.77 6.56 120 0.044587 8-0 Pf 0.357 302 300 15-1 15-1 37.11 24.056 24.409 Flow (q) from Route 28 8'-0 Pe Pv -0.004 BL 2.1570 112.16 9.85 120 0.094411 43-9 Pf 5.292 300 45 15-1 15-1% 37.39 24.409 29.676 Flow (q) from Route 32 2Z, P0(12-31/2) 12'-3Y 560h/ Pe Pv -0.024 RN 2.1570 112.16 9.85 120 0.094411 1'-1Y Pf 1.267 45 44 15'-11/2 14-0% 29.676 31.424 P0(12-3%) 12'-3Y 13- Pe Pv 0.481 Go ..... Route 27 ..... SP 1.0490 37.04 13.75 120 0.407019 0'-7 Pf 2.271 307 306 15-7% 15-0% 37.04 8 21.442 23.965 Sprinkler, P0(5-0) 5'-0 6- Pe Pv 0.252 BL 2.1570 0.62 0.05 120 0.000006 v-0 Pf 0.000 306 304 15-01/2 15-0% 23.965 23.960 8'-q Pe Pv -0.004 Go ..... Route 28 ..... SP 1.0490 37.11 13.78 120 0.408435 0-71 Pf 2.280 303 302 15-8 15-1 37.11 8 21.523 24.056 Sprinkler, P0(5-0) 5'- 5'-71Pv Pe 0.253 Go • • Route 29 ..... SP 1.0490 37.13 13.78 120 0.408692 0'- Pf 2.278 309 308 15-7Y2 15-0% 37.13 8 21.537 24.064 Sprinkler, P0(5'-0) 5'-0 6- Pe Pv 0.248 BL 2.1570 73.56 6.46 120 0.043256 75-10 Pf 3.813 308 78 15-0% 14-11% 35.54 24.064 27.918 Flow (q) from Route 59 P0(12-3%) 12'-3Y 88'-? Pe Pv 0.042 RN 2.1570 73.56 6.46 120 0.043256 1'- Pf 0.589 78 77 14-11% 13-7% 27.918 29.080 PO(12'-3%) 12'-3Y 13'-7Y Pe Pv 0.572 iw ..... Route 30 ..... SP 1.0490 37.14 13.79 120 0.408908 0- Pf 2.284 347 346 15-4% 14'-9Y2 37.14 8 21.550 24.088 Sprinkler, PO(5'-O) 5-0 5-7 Pe Pv 0.254 BL 2.1570 37.14 3.26 120 0.012217 421/ Pf 0.202 346 52 14-9% 1491/2 24.088 24.298 PO( 2'-3%) 12-3/ 16-I Pe Pv 0.008 .'•• Route 31 ..... SP 1.0490 37.17 13.80 120 0.409585 0-7 Pf 2.288 329 328 15-6 14-11 37.17 8 21.588 24.131 Sprinkler, PO(5'-O) 5'-0 6-7 Pe Pv 0.254 BL 2.1570 37.17 3.26 120 0.012237 4'-21/2 Pf 0.202 328 50 14-11 14-101/2 24.131 24.340 PO(12'-3%) 12'-3Y 16'-q Pe Pv 0.008 -Route 32'.'' SP 1.0490 37.39 13.88 120 0.414110 0'-7 Pf 2.311 301 300 16-8 15-1 37.39 8 , 21.846 24.409 Sprinkler, P0(5-0) 6- 5-7] Pe Pv 0.252 ..... Route 33 ..... _______________ BL 2.1570 16.40 1.44 120 0.002692 8'- Pf 0.022 338 340 14'-9 14'-8% 20.128 20.164 8--1 '- Pe Pv 0.015 eo .•••• Route 34 ..... RN 2.1570 35.94 3.16 120 0.011495 1'-1Y4Pf 0.154 43 42 15-2% 14'-i% 33.33 31.073 31.707 Flow(q) from Route 35 PO(12'-31/4 I 12'-3Y 13'-5P Pe 0.480 ..... Route 35••••• ,©M.E.P.CAD, Inc. M AutoSPRlNK®VR8v8.0.36 01/08/2010 1:58:17PM Page 7 ~jjjjHyoraufic Analysis I Report Description: Job Number: 09-655 Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream BL 2.1570 35.94 3.16 120 0.0 1495 151'-7 247h/ 17621/ Pf 2.025 Pe -0.084 Pv 76 15-0% 60.95 29.131 Flaw (q) from Route 41 43 15-2% 31.073 Z, P0(12-3%) "•• Route 36••••• RN 2.1570 33.33 2.93 120 0.010001 1-1Y Pf 0.257 24-7Y Pe 0.482 25-8Y Pv 32 15-7 59.38 33.425 Flow (q) from Route 37 33 14-5% 34.165 P0(12-3%) "" Route 37••• BL 2.1570 33.33 2.93 120 0.010001 181-21/2 29614 210'-9 Pt 2.108 Pe 0.098 Pv 65 15-9% 31.219 P0(12-3%) 32 15-7 33.425 4fE(4-31%) ..••" Route 38••• RN 2.1570 59.38 5.21 120 0.029107 0-11 123h/ 13-2Y Pt 0.385 Pe 0.398 Pv 103 15-0% 59.38 36.458 Flow (q) from Route 50 102 14-1% 37.241 P0(12-3%) CM 4.3100 238.00 5.23 120 0.013044 10'-10 10'-10 Pt 0.141 Pe -0.007 Pv 102 14-1% 58.37 37.241 Flow (q) from Route 39 100 14-1% 37.375 CM 4.3100 298.95 6.57 120 0.019889 12-: 27-bY 40-1Y Pt 0.798 Pe -0.008 Pv 100 14-1% 60.95 37.375 Flow (q) from Route 42 20 14-1% 38.166 PO(27-10%) ia ••••• Route 39•••• RN 2.1570 58.37 5.12 120 0.028201 0-11 12-3Y 13-2Y Pt 0.372 Pe 0.391 Pv 105 15-0 58.37 36.396 Flow (q) from Route 40 104 14-1 37.160 P0(12-3%) CM 4.3100 178.62 3.93 120 0.007671 11-. 1 V-71 Pt 0.089 Pe -0.007 Pv 104 14-1 120.25 37.160 Flow (q) from Route 43 102 14'-l% 37.241 • • • Route 40 • BL 2.1570 58.37 5.12 120 0.028201 143-8rPf 4.746 116 105 14-10% 15-0 59.38 31.699 36.396 Flow (q)from Route 49 PO(12-3114) 24-7Y Pe -0.048 168-34Pv go ...Route 41 ..... RN 2.1570 35.94 3.16 120 0.011495 1-3JPf 0.156 75 76 13-9% 15-0% 29.514 29.131 P0(12-3%) 1231/ Pe -0.538 13-6YPv Go ••"• Route 42 ..... RN 2.1570 60.95 5.35 120 0.030551 0-111Pf 0.405 101 100 1501/. 14-1% 60.95 36.566 37.375 Flow (q) from Route 44 P0(12-3%) 12-3Y 13-3jPv Pe 0.405 ..... Route 43• • CM 4.3100 298.95 6.57 120 0.019889 12- 2 Pt 0.244 48 111 13-11 13-11 31.264 31.511 12-: Pe 0.004 Pv CM 4.3100 238.00 5.23 120 0.013044 10-lI Pt 0.141 111 113 13-11 13-11 31.511 31.656 10-1 Pe 0.003 Pv CM 4.3100 178.62 3.93 120 0.007671 1 V-7 Pt 0.089 113 115 13-11 13-11 31.656 31.748 1 V-7 Pe 0.003 Pv CM 4.3100 120.25 2.64 120 0.003689 9'-7 Pt 0.035 115 117 13-11 13-11 31.748 31.786 9'-7 Pe 0.003 Pv CM 4.3100 62.29 1.37 120 0.001092 12-0 Pt 0.013 117 119 13-11 13-101/2 31.786 31.803 12-0 Pe 0.004 Pv RN 2.1570 62.29 5.47 120 0.031800 0-11 Pt 0.421 119 120 13-101/2 14-10 31.803 31.821 P0(12-3%) 12'-3Y 13'-3 Pe -0.402 Pv BL 2.1570 62.29 5.47 120 0.031800 38101/ Pf 1.627 120 187 14-10 14-10 31.821 33.435 P0(12-3%) 12-3Y 5V-2 Pe -0.013 Pv BL 2.1570 49.67 4.36 120 0.020918 73-1 Pt 1.52F-- 187 198 14-10 14-11 33.435 34.940 73-1 Pe -0.025 Pv BL 2.1570 62.29 5.47 120 0.031800 31-8Y Pf 1.400 198 108 14-11 14-11 12.62 34.940 36.329 Flow (q) from Route 57 Z, P0(12-31/2) 12-3Y 44'-q Pe -0.011 Pv RN 2.1570 62.29 5.47 120 0.031800 0-1Y Pt 0.419 108 109 14-11 140h/2 36.329 37.125 P0(12-3%) 12-3Y IT Pe 0.377 Pv ,©M.E.P.CAD, Inc. L1AutoSPRlNK®VR8v8.0.36 01/08/2010 1:58:17PM Page 8 ~11114.y'diraulic,Analyils I Job Number: 09-655 Renort Descrintion Sr- WirhtuJsA Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 4.3100 62.29 1.37 120 0.001092 12'-0 Pf 0.013 109 106 14-0% 14-1 37.125 37.131 12-0 Pe -0.008 Pv CM 4.3100 120.25 2.64 120 0.003689 9- Pf 0.035 106 104 14-1 14-1 57.97 37.131 37.160 Flow (q) from Route 58 - 9Pv Pe -0.006 ..••. Route 44 ..... RN 2.1570 60.95 5.35 120 0.030551 1'-01/2 Pf 0.407 111 112 13-11 14111/2 31.511 31.473 P0(12-3%) 12-31/ 134 Pe -0.446 Pv BL 2.1570 60.95 5.35 120 0.030551 143'-8 24-71/ 168-31/ Pf 5.141 Pc -0.048 Pv 112 14-11% 31.473 P0(12-3%) 101 150h,4 36.566 Z, PO(12'-31/2) ..... Route 45 ..... BL 2.1570 16.62 1.46 120 0.002760 8-01 Pf 0.022 356 358 14-71/2 14-7 20.105 20.142 8'-0 IPe 0.015 Pv go ..... Route 46 • BL 2.1570 7.72 0.68 120 0.000669 8'-O Pf 0.005 318 320 14-11% 14-11% 17.629 17.639 8-0 Pe 0.004 Pv - Route 47•'••• RN 2.1570 44.83 3.94 120 0.017308 1-11/2 Pf 0.232 29 28 15-5% 14-4 44.83 35.090 35.804 Flow (q) from Route 48 1 P0(12-3%) 12-3Y 13-Pv Pc 0.482 Go • • • 'Route 48..... BL 2.1570 44.83 3.94 120 0.017308 167-71 Pt 3.327 61 29 15-8 155h/2 44.83 31 .665 35.090 Flow (q) from Route 52 P0(12-3%) 24-7Y Pc 0.098 192-2YPv .... Route 49..'.. RN 2.1570 58.37 5.12 120 0.028201 0-111/ Pt 0.375 115 116 13-11 14-10% 31.748 31.699 P0(12-3%) 12-31/ Pc -0.424 13-3Y Pv Ga ..... Route 50 ..... RN 2.1570 59.38 5.21 120 0.029107 1-C Pf 0.387 113 114 13-11 14-11 31.656 31.608 P0(12-3%)12'-3' 13-3YPv Pc -0.435 BL 2.1570 59.38 5.21 120 0.029107 143-1 Pt 4.898 114 103 14-11 15-0% 31.608 36.458 PO(12-3%) P0(12-3%) 24'-7Y 168-31/ Pc -0.048 Pv ..... Route 51 • CM 4.3100 339.70 7.47 120 0.025193 28'-0 Pt 1.183 71 69 14-1 14-3 30.171 31.285 2fE(9-5%) 18-111/ 4611h/ Pc -0.069 Pv CM 4.3100 310.48 6.83 120 0.021331 12'-C Pf 0.256 69 67 14-3 14-5 31.285 31.472 12'-Q Pc -0.069 Pv RN 2.1570 32.16 2.82 120 0.009361 0-11 Pf 0.124 67 68 14-5 15-4 31.472 31.201 P0(12-3%) 12-31/ 13-2Y Pc -0.394 Pv BL 2.1570 32.16 2.82 120 0.009361 167'-7 Pt 1.799 68 35 15-4 15-6% 31.201 32.907 P0(12-3%) PO(12'-3%) 24-7Y 192-2Y Pc -0.093 Pv RN 2.1570 32.16 2.82 120 0.009361 1-1 Pt 0.125 35 34 15-6% 14-5% 32.907 33.507 P0(12-3%) 12-31/ 13'- f Pc 0.474 Route 52 ..... CM 4.3100 278.33 6.12 120 0.017425 11-111/ Pf 0.209 67 66 14-5 14-51/2 31.472 31.672 1111h/ Pc -0.009 Pv CM 4.3100 244.99 5.39 120 0.013762 12'-C Pf 0.165 66 64 14-51/2 14-4 31.672 31.888 12'-0 Pc 0.051 Pv CM 4.3100 207.70 4.57 120 0.010139 12'-0 Pt 0.122 64 62 14-4 14-21/2 31.888 32.061 12-0 Pc 0.051 Pv RN 2.1570 44.83 3.94 120 0.017308 1-51/ Pf 0.238 62 61 14-21/2 15-8 32.061 31.665 P0(12-3%) 12-3Y 1 13-91/ Pc -0.635 Pv Route 53 ..... CM 4.3100 162.87 3.58 120 0.006466 12'-q Pf 0.078 62 60 14-21/2 14-1 32.061 32.190 12'-O Pc 0.051 Pv &©M.E.P.CAD, Inc. AutoSPRlNK®VR8v8.0.36 01/08/2010 1:58:17PM Page 9 ~11110ydra`-'ulic Analysis I Job Number: 09-655 ReDort DescriDtion: Sn&. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream RN 2.1570 50.19 4.41 120 0.021328 1-6 12-3Y 13'-10 Pt 0.295 Pe -0.658 Pv 60 14'-1 32.190 P0(12-31/2) 59 15-7 31.827 BL 2.1570 50.19 4.41 120 0.021328 167' -71 247h/ 1922h/ Pf 4.099 Pe 0.098 Pv 59 15-7 31.827 P0(12-3%) 26 15-41/2 36.025 P0(12-3%) RN 2.1570 50.19 4.41 120 0.021328 1-1Y 12-3Y 13-f Pf 0.286 Pc 0.482 Pv 26 15-4% 36.025 27 14-3 36.794 Pd(12-3%) Go ..... Route 54 • CM 4.3100 112.68 2.48 120 0.003271 1 V-0 Pt 0.036 60 58 14-1 13-11% 32.190 32.273 1 V-0 Pe 0.047 Pv RN 2.1570 55.60 4.88 120 0.025778 V-7 Pf 0.358 58 57 13-11% 15-61/2 32.273 31.952 P0(12-3%) 12-3Y 13-10Y Pc -0.679 Pv BL 2.1570 55.60 4.88 120 0.025778 167-7 Pf 4.955 57 25 i561/2 15-4 31.952 37.005 P0(12-3%) P0(12-3%) 24-7Y 192-2Y Pc 0.098 Pv RN 2.1570 55.60 4.88 120 0.025778 V-1 1/2 Pt 0.346 25 24 15-4 14-2% 37.005 37.834 P0(12-3%) 123h/ 13- Pc 0.483 Pv • • . • Route 55 ..... CM 4.3100 57.08 1.26 120 0.000929 101- Pt 0.009 58 56 13-111/2 13101/2 32.273 32.325 10'-0 Pc 0.043 Pv RN 2.1570 57.08 5.01 120 0.027054 1-71/2 Pf 0.377 56 55 13-10% 15-6 32.325 32.004 P0(12-3%) 1231/ 13-11 Pc -0.698 Pv BL 2.1570 57.08 5.01 120 0.027054 167'-7 Pt 5.200 55 22 15-6 15-3 32.004 37.302 P0(12-3%) P0(12-31/2) 2471/ 19221/ Pc 0.098 Pv RN 2.1570 57.08 5.01 120 0.027054 V-1 1/2 Pf 0.363 22 21 15-3 14-2 37.302 38.148 P0(12-31/2) 12-31/; 13'-q Pc 0.483 Pv 40 .... • Route 56• • RN 2.1570 37.29 3.27 120 0.012312 1- N 0.169 64 63 14-4 15-9 31.888 31.445 P0(12-3%) 12-31Y 13-81/ Pc -0.612 Pv BL 2.1570 37.29 3.27 120 0.012312 181'- N 2.746 63 30 15-9 15-6 31.445 34.289 P0(12-31/2) 4fE(4-3%), P0(12-3%) 41-1 223'- Pc 0.098 Pv RN 2.1570 37.29 3.27 120 0.012312 1'-IY Pt 0.165 30 31 15-6 14-4% 34.289 34.936 P0(12-3%) 12-3Y 13-f Pc 0.482 Pv •••.. Route 57 ..... BL 1.4420 12.62 2.48 120 0.011787 100-oTpf 1.529 187 198 14-10 14-11 33.435 34.940 P0(7-5) 6LtE(2-5%), P0(7-5) 29-8Y 129-8Y2jPv Pc -0.025 ..... Route 58 ..... RN 2.1570 57.97 5.09 120 0.027843 0-111/ Pt 0.369 117 118 13-11 14-10 31.786 31.741 P0(12-3%) 12-31/ 13-3 Pc -0.414 Pv BL 2.1570 57.97 5.09 120 0.027843 143'-f Pt 4.685 118 107 14-10 14-111/2 31.741 36.378 P0(12-3%) Z, P0(12-3%) 24'-7Y 168'-31/ Pc -0.048 Pv RN 2.1570 57.97 5.09 120 0.027843 0-1 1 Pt 0.367 107 106 14-111/2 14-1 36.378 37.131 P0(12-3%) 12-3Y 13'-2Y Pc 0.385 Pv epee- Route 59••••• BL 2.1570 36.43 3.20 120 0.011789 8'-0 N 0.094 306 308 15-0% 15-0% 23.965 24.064 8-Pv j Pc 0.004 = Route 60•••• RN 2.1570 35.54 3.12 120 0.011263 i-i] Pt 0.151 41 40 15-3% 14-2% 29.21 31.424 32.053 Flow (q) from Route 61 P0(12-31/2) 1231/ 13'-5 Pc 0.478 Pv ..... Route 61 • RN 2.1570 35.54 3.12 120 0.011263 1'- Pf 0.152 73 74 13-11% 15-1% 29.875 29.523 P0(12-3%) 12-3Y 1351/Pv Pc -0.504 ,©M.E.P.CAD, Inc. JAutoSPRlNK®VR8v8.0.36 01/08/2010 1:58:17PM Page 10 ~111[Hyolraufic Analysis 1 Job Number 09-655 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream BL 2.1570 35.54 3.12 120 0.011263 151-7 2471/ 176-2 Pt 1.985 Pe -0.084 Pv 74 15-1Y2 29.523 P0(12-3%) 41 15-31/2 31.424 PO(12-3%) Gp ••••• Route 62 ..... RN 2.1570 29.21 2.57 120 0.007837 1-1[Pf 1231/ 13-5 0.105 Pe 0.475 Pv 37 15-5% 29.21 32.375 Flow (q) from Route 63 36 14-4% 32.955 P0(12'-3%) =. ..... Route 63 ..... RN 2.1570 29.21 2.57 120 0.007837 1-C 1231,, 1331/ Pf 0.104 Pe -0.428 Pv 69 14-3 31.285 PO(12'-3%) 70 15-3 30.961 BL 2.1570 29.21 2.57 120 0.007837 167'- 24-71/ 19221/ Pt 1.506 Pe -0.093 Pv 70 15-3 30.961 P0(17-3%) 37 155h/2 32.375 P0(12-3%) ..... Route 64 • • RN 2.1570 33.33 2.93 120 0.010001 1'414Pf 1231/ 13-8jPv 0.137 Pe -0.589 66 14-5% 31.672 P0(12-3%) 65 15-9% 31.219 lEqwvalent Pipe Lengths of Valves and Fittings (C=120 only) • I Actual Inside Diameter 487 Schedule 40 Steel Pipe Inside Diameter ) = Factor C Value Multiplier Value Of 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 ,©M.E.P.CAD, Inc. jflAutoSPRlNK®VR8v8.0.36 01/08/2010 1:58:17PM Page 11 Type Legend. rm-Over anch Line ross Main rain rop namic ed E Main ed Riser iscellaneous utrigger iser Nipple prig tand Pipe nderground Units LeenC Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe ll hydraulicAnalysis , I Job Number: 09-655 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream IEq. Length iTotal Length Summary Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BEP Backfiow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeW Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 221W Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cao (,©M.E.P.CAD, Inc. jQj AutoSPRlNK®VR8vB.0.36 01/08/2010 1:58:17PM Page 12 ~111[Hydravfic'Graph I Job Number: 09-655 D,..-6 . Supply at Node I 150— 135— 120— 105— Static Pressure 100.000 890 00 © 95.000 : - 6 a. 597.93 65.164 45 - System demand curve 30 7 15— V - -10 niij i.i.i.j_.i..i_ 11111111 IllilIll! 11111111 p200 0 600 800 1000 1200 1400 1600 1800 2000 Water flow, gpm +?lic Graph Zpp'y at Node I Static: Pressure 100.000 Residual: Pressure 95.000 @ 890.00 Availae Pressure at Time of Test 85.237 @ 1597.93 System Demand 65.164@1597.93 / System Demand (Including Hose Allowance at Source) 65.164 @ 1597.93 ,©M.E.P.CAD, Inc. AutoSPRINK®VR8v8.0.36 01/11/2010 3:31:06PM Page 1 iiydrauIic Summary 1 Job Number: 09-655 Renort Descrintion OrrIinry r,rniin I JQb Job Number 09-655 ocean Engineer Job Name: Genoptix State Cerliflcellon/Li came Number Address 1 2131 Faraday Ave. Carlsbad, CA 92008 AHJ Address 2 Job SitalBuildlirg Address 3 Calc Area #4 oreeeng Name Pendent Calc Model Systejii- Remote Arb(s) Most Demanding Sprinider Data 5.6K-Factor 15.00 at 7.175 Occupancy Ordinary Group I Jab Subto Hose djiowance At Source 0.00 Density 0.15gpm/ft2 Area of Application 1500.00ft2 (Actual 979.21ft2) Additional Hose Supplies Node Flow(pom) Hose At Node 2 250.00 Number Of Sprinideru Calculated 11 Coverage Per SOunder 100.00ft2 AutoPeak Results: Pressure For Remote Area(e) Adjacent To Most Remote Area Left: 22.518 Right: 22.518 6384.64ga1 Total Hose Streams 250.00 System Plow Demand 425.34 Total Water Requited (Including Hose djlovosnce) 425.34 Madmum Pressure Unbalance In Loops 0.000 Man/mum Velocity Above Ground 11.16 between nodes 410 and 411 Manirnom Valedly Under Ground 2.73 between nodes 1 and 2 Volume capacity of Wet Pipes Volume capacity of Dry Pipes Node Hose Flow (gpm) Static (psi) Residual Flow (psi) (gpm) Available @ Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 100.000 95.000 I 890.00 98.724 I 425.34 22.518 76.206 FILE COpy Contractor C 1 Contractor Number 21 Contact Name Clark Cowar Cenlectrea Superintendent Name of Contractor. Reno Contracting, Inc Phone 619-520-3810 Estensian Address 1450 Frazee Rd. #100 San Diego, CA 92108 FAX Address 2 Email City State Zip Cede Web-Site ,©M.E.P.CADr Inc. AutoSPRINK®VR8v8.Q.36 01/1112010 3:56:39PM Page 1 ~illyum ,mary,,i,of,oufflowin Devices I Job Number 09655 Report Description: Ordinary Group I Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 2 250.00 250.00 0 22.333 Sprinkler 401 16.21 15.00 5.6 8.377 Sprinkler 403 16.11 15.00 5.6 8.277 Sprinkler 405 16.05 15.00 5.6 8.218 Sprinkler 407 16.10 15.00 5.6 8.262 Sprinkler 409 15.99 15.00 5.6 8.149 c Sprinkler 412 15.00 15.00 5.6 7.175 Sprinkler 413 15.06 15.00 5.6 7.235 Sprinkler 415 15.94 15.00 5.6 8.103 Sprinkler 417 16.30 15.00 5.6 8.471 Sprinkler 419 16.29 15.00 1 5.6 8.462 Sprinkler 421 16.29 15.00 1 5.6 8.465 c Most Demanding Sprinkler Data ,©M.E.P.CAD, Inc. ]AutoSPRlNK®VR8v8.0.36 01/11/2010 3:51:02PM Page 2 jHydraUlic Analysis 1 Job Number: 09-655 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fitt ings Upstream • •' Route I • • DR 1.0490 15.00 5.57 120 0.076427 10-BY Pf 1.352 412 411 10-2% 16-1% 15.00 5.6 7.175 5.958 Sprinkler, E(2-0), T(5-0) 7-I 17'-SY Pe Pv -2.569 SP 1.0490 30.06 11.16 120 0.276587 0- Pf 1.495 411 410 16-1% 15 -8% 15.06 5.958 7.629 Flow (q) from Route 2 P0(5-0) 5'-C 5- Pe Pv 0.176 CM 2.1570 9.45 0.83 120 0.000972 81-C Pt 0.008 410 414 15-81/2 15-81/2 7.629 7.641 8-I Pe Pv 0.005 CM 2.1570 25.39 2.23 120 0.006047 121-41/ Pf 0.838 414 32 158% 15-7 15.94 7.641 8.542 Flow (q) from Route 3 4fE(4'-3Y2) 17'- 138- Pc Pv 0.063 RN 2.1570 25.39 2.23 120 0.006047 1'-11/ Pf 0.156 32 33 15-7 14-51/2 8.542 9.180 P0(12-3%) PO(12'-3%) 24'-7Y 25'-8Y Pe Pv 0.482 CM 4.3100 71.10 1.56 120 0.001395 12'-0 Pf 0.017 33 31 14'-5% 14'-4% 45.71 9.180 9.225 Flow (q) from Route 9 12-0 Pe Pv 0.028 CM 4.3100 91.71 2.02 120 0.002235 12'-0 Pt 0.027 31 28 14-41/2 14-4 20.62 9.225 9.281 Flow (q) from Route 5 12'-0 Pe Pv 0.029 CM 4.3100 104.09 2.29 120 0.002825 IT-0 Pt 0.034 28 27 144 14-3 12.38 9.281 9.343 Flow (q) from Route 8 12'-0 Pe Pv 0.029 CM 4.3100 114.83 2.53 120 0.003387 1 V-0 Pt 0.037 27 24 14-3 14'-2Y2 10.74 9.343 9.407 Flow (q) from Route 31 11-C Pe Pv 0.026 CM 4.3100 126.31 2.78 120 0.004040 5-11 Pt 0.024 24 23 14-2% 14-2 11.48 9.407 9.445 Flow (q) from Route 46 5-10 Pc Pv 0.014 CM 6.3570 126.31 1.28 120 0.000609 3-IC Pt 0.002 23 21 141-2 14-2 9.445 9.457 3-11 Pc Pv 0.009 CM 6.3570 138.29 1.40 120 0.000720 0-11 Pt 0.001 21 20 14-2 14'l% 11.98 9.457 9.459 Flow (q) from Route 4 0-11 Pe Pv 0.002 CM 6.3570 175.34 1.77 120 0.001117 50-1 1/ Pf 0.113 20 10 14-1% 14-0% 6.61 9.459 9.611 Flow (q) from Route 11 P0(37-81/2), fE(12-7) 50-3V 101'- Pc 0.039 Pv FR 6.3570 175.34 1.77 120 0.001117 15-BY Pt 0.046 10 9 14'-O% 0-6 9.611 15.525 2fE(12'-7) 25'-: 40'-1 W4 Pc Pv 5.868 UG 6.4000 175.34 1.75 140 0.000813 3'-6 Pf 0.015 9 8 0-6 -3-0 15.525 17.058 LtE(15'-6%) 15'-6Y 19'-0Y Pc Pv 1.517 UG 6.0900 175.34 1.93 150 0,000911 5'-61/- Pt 0.005 8 7 4-0 4-0 17.058 17.063 5'-6Y Pc -0.000 Pv UG 6.4000 175.34 1.75 140 0.000813 2'-71/ Pt 0.015 7 6 -3-0 4-0 17.063 17.077 LtE(15-61/2) 15'-61/ 18'-21/ Pc -0.000 Pv UG 6.0900 175.34 1.93 150 0.000911 5891/ Pt 0.091 6 5 4-0 4-0 17.077 17.169 3LtE(13'-101/2) 41- 100-4Y Pc Pv UG 6.2800 175.34 1.82 140 0.000891 12'- Pt 5.063 5 4 4-0 -3'-0 17.169 22.232 2E(22-1), BFP(-5.000), LtE(14' 58'-3Y 2) 70'-3Y Pc Pv UG 6.0900 175.34 1.93 150 0.000911 13'-91, Pt 0.055 4 3 4-0 -3-0 22.232 22.286 T(46'-21/2) 46-2Y 60-C Pc Pv UG 7.9800 175.34 1.12 150 0.000244 137-C Pt 0.046 3 2 -3-0 4-0 22.286 22.333 C(52-10) 52-11 189'-9Y Pc Pv UG 7.9800 425.34 2.73 150 0.001258 75-I Pt 0.186 2 1 -3-0 4-0 250.00 22.333 22.518 Supply, EE(13-7), GV(6-0%), S, T(52- 72-f 0) 147'-q Pc Pv 0.00 Hose Allowance At Source 1 425.34 Route 2 ..... , 0 M.E.P.CAD, Inc. J1 AutoSPRINK® VR8 v8.0.36 01/11/2010 3:51:04PM Page 3 J11% tydraü1ic:Anáfysis I Job Number: 09-655 Report Description: Ordinary Grouo I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream DR 1.0490 15.06 5.59 120 0.077020 IT-5 T-C 20'-5 Pf 1.572 Pe -2.849 Pv 413 9-7 15.06 5.6 7.235 Sprinkler, 411 16-1% 5.958 E(2-0), T(5-0) Go • • Route 3 ..... DR 1.0490 15.94 5.92 120 0.085534 i0'-Pf 1.917 415 414 10-2% 15-8% 15.94 5.6 8.103 7.641 Sprinkler, E(2'-O), T(5-0), P0(5-0)7~ 12'- 22- Pe -2.380 PV 40 ..... Route 4 • • DR 1.0490 15.99 5.93 120 0.085977 10'-5Y Pt 1.930 409 408 1o21,4 15-9 15.99 5.6 8.149 7.685 Sprinkler, E(2'-O), T(5'-O), P0(5-0) 12-I 22'-5Y Pe -2.394 Pv CM 2.1570 36.60 3.21 120 0.011890 35-10 Pt 0.426 408 65 15'-9 15-9% 7.36 7.685 8.090 Flow (q) from Route 15 35-10 Pe -0.021 Pv RN 2.1570 36.60 3.21 120 0.011890 1'-4Y Pf 0.309 65 66 15-91/2 14-51/2 8.090 8.988 P0(12-3%) P0(12-3%) 24-7Y 25'-1 V/ Pe 0.589 Pv CM 4.3100 2.73 0.06 120 0.000003 12'- Pf 0.000 66 64 14-51/2 14-4 8.988 9.039 12'- Pe 0.051 Pv CM 4.3100 30.37 0.67 120 0.000289 12'-C Pf 0.003 64 62 14-4 14-2% 27.65 9.039 9.094 Flow (q) from Route 7 12'-C Pe 0.051 Pv CM 4.3100 34.20 0.75 120 0.000360 12'-C Pt 0.004 62 60 14'-21/2 14-1 3.83 9.094 9.150 Flow (q) from Route 23 12'-' Pe 0.051 Pv CM 4.3100 23.46 0.52 120 0.000179 1 V-0 Pf 0.002 60 58 14-1 13-111/2 9.150 9.199 1 V-0 Pe 0.047 Pv CM 4.3100 11.98 0.26 120 0.000052 101- Pt 0.001 58 56 13-11% 13-101/2 9.199 9.242 10-C Pe 0.043 Pv RN 2.1570 11.98 1.05 120 0.001507 1'-71% Pt 0.021 56 55 1T-1 01/2 15-6 9.242 8.565 P0(12-3%) 12-3Y 13-11 Pe -0.698 Pv BL 2.1570 11.98 1.05 120 0.001507 16T-7 Pt 0.290 55 22 15-6 15-3 8.565 8.954 P0(12-3%) P0(12-3%) 24'-7Y 192'-2Y Pe 0.098 Pv RN 2.1570 11.98 1.05 120 0.001507 1. 0.020 Pt 0.020 22 21 15-3 14-2 8.954 9.457 PO(12'-3%) 1231/ 13'- Pe 0.483 Pv ep ..... Route 5 ..... DR 1.0490 16.05 5.96 120 0.086655 8'-51/ Pt 1.774 405 404 11-0% 15-8 16.05 5.6 8.218 7.997 Sprinkler, E(2'-O), T(5'-O), P0(5-0) 12-I 20'-51/ Pe -1.995 Pv BL 2.1570 4.52 0.40 120 0.000248 8'-I Pt 0.002 404 406 15-8 15-8 7.997 8.004 8'- Pe 0.005 Pv BL 2.1570 20.62 1.81 120 0.004112 121'-d Pt 0.620 406 30 15'-8 15'-6 16.10 8.004 8.687 Flow (q) from Route 6 4fE(4'-31/2), P0(12-31/2) 29'-61/ 150101/ Pe 0.063 Pv RN 2.1570 20.62 1.81 120 0.004112 1'- 11/ Pt 0.055 30 31 15-6 14-4% 8.687 9.225 P0(12-3%) 12'-31, 13- Pe 0.482 Pv Ga ..... Route 6 ..... DR 1.0490 16.10 5.98 120 0.087083 7'i014Pf 1.732 407 406 11 '-01/2 15-8 16.10 5.6 8.262 8.004 Sprinkler, E(2'-O), T(5'-O), P0(5-0) 12'- 19'1014Pv Pe -1.990 • # • • Route 7 ..... DR 1.0490 16.11 5.98 120 0.087228 7-11 Pt 1.738 403 402 11-0% 15-8 16.11 5.6 8.277 8.010 Sprinkler, E(2-0),T(5'-O), PO(5'-O) 12'-( 19,-11 Pe -2.004 Pv BL 2.1570 27.65 2.43 120 0.007077 35'-it Pt 0.341 402 63 15-8 15-9 11.53 8.010 8.330 Flow (q) from Route 44 P0(12-3%) 12'-3Y 48'-? Pe -0.021 Pv RN 2.1570 27.65 2.43 120 0.007077 1-f Pt 0.097 63 64 15'-9 14'-4 8.330 9.039 P0(12-31/2) 12'-3Y 13'-81 Pe 0.612 Pv DR 1.0490 16.21 6.02 120 0.088203 6'-61/ Pt 1.634 401 400 12-0% 15-7% 16.21 5.6 8.377 8.469 Sprinkler, E(2'-O), 1(5-0), P0(5-0) 12- 18'-61/ Pe -1.542 Pv ,©M.E.P.CAD, Inc. M AutoSPRlNK®VR8v8.0.36 01/11/2010 3:51:04PM Page 4 Hydrau1ic;Anatysis Job Number: 09-655 Reoort Descrintirm: Orthnary &CMJn I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream BL 2.1570 12.38 1.09 120 0.001600 131-9 12-3Y 144'-OY Pf 0.230 Pe 0.077 Pv 400 15-7Y2 8.469 29 15-5% 8.777 P0(12-31/2) RN 2.1570 12.38 1.09 120 0.001600 1-11/ 12-31/ 13'-q Pf 0.021 Pe 0.482 Pv 29 155h/2 8.777 28 144 9.281 P0(12-31/2) • • • Route 9 • DR 1.0490 16.29 6.05 120 0.089029 12-11 Pf 2.218 419 418 9-7 15-4% 16.29 5.6 8.462 8,155 Sprinkler, E(2-0), 1(5-0), P0(5-0) 12-C 24-11 Pe -2.525 Pv BL 2.1570 5.54 0.49 120 0.000361 16-0 Pf 0.006 418 420 15-4% 15-5 8.155 8.152 . 16'-0 Pe -0.009 Pv BL 2.1570 21.83 1.92 120 0.004572 107-9 Pf 0.549 420 35 15-5 15-61/2 16.29 8.152 8.641 Flow (q) from Route 10 P0(12-3%) 12-3Y 120-0Y Pe -0.060 Pv RN 2.1570 21.83 1.92 120 0.004572 1-1 Pf 0.061 35 34 15-61/2 14-51/2 8.641 9.177 P0(12-31/2) 12-3Y 13'-5 Pe 0.474 Pv CM 4.3100 45.71 1.01 120 0.000616 12 . 2 Pf 0.007 34 33 14-5%7.33 14-5% 9.177 9.180 Flow (q) from Route 13 12-0 Pe -0.004 Pv so ..... Route 10 ..... DR 1.0490 16.29 6.05 120 0.089056 12'-11YPf 2.221 421 420 9-7 15-5 16.29 5.6 8.465 8.152 Sprinkler, E(2'-O), T(5-0), P0(5-0) 12- 24-11YPv Pe -2.534 4w.... • Route 11 • DR 1.0490 16.30 6.05 120 0.089114 12-11 Pf 2.219 417 416 9-7 15-4% 16.30 5.6 8.471 8.170 Sprinkler, E(2-O), T(5-0), P0(5-0) 12'- 24-11 Pe -2.520 Pv BL 2.1570 27.05 2.37 120 0.006797 35-10 Pf 0.327 416 68 15-41/2 15-4 10.75 8.170 8.517 Flow (q) from Route 43 P0(12-3%) 12-3Y 48-2 Pe 0.020 Pv RN 2.1570 27.05 2.37 120 0.006797 0-11 Pf 0.090 68 67 15-4 14-5 8.517 9.001 P0(12-31/,) 123h/ 13-2Y Pe 0.394 Pv CM 4.3100 60.92 1.34 120 0.001049 12'-C Pf 0.013 67 69 14-5 14-3 1.56 9.001 9.082 Flow (q) from Route 28 12-C Pe 0.069 Pv CM 4.3100 52.44 1.15 120 0.000795 28-C Pf 0.037 69 71 14-3 14-1 9.082 9.189 2fE(9-51/2) 18-11Y 46-11 Pe 0.069 Pv CM 4.3100 44.71 0.98 120 0.000592 12-( Pf 0.007 71 73 14-1 13-11% 9.189 9.265 12-C Pe 0.069 Pv CM 4.3100 37.22 0.82 120 0.000421 12-1 Pf 0.005 73 75 13-111/2 13-9% 9.265 9.339 12-C Pe 0.069 Pv CM 4.3100 29.89 0.66 120 0.000281 12-1 Pf 0.003 75 77 13-9% 13-7% 9.339 9.412 12'-C Pe 0.069 Pv CM 4.3100 22.66 0.50 120 0.000168 11111/ Pt 0.002 77 79 1371,4 13-5% 9.412 9.483 1111/ Pe 0.069 Pv CM 4.3100 16.05 0.35 120 0.000089 114 Pf 0.001 79 81 13-5% 13'-3% 9.483 9.551 1 V-8 Pe 0.067 Pv CM 4.3100 8.01 0.18 120 0.000025 111-8 Pf 0.000 81 83 13-3% 13-2 9.551 9,619 1 V-8 Pe 0.067 Pv RN 2.1570 8.01 0.70 120 0.000716 1-21/2 Pf 0.010 83 84 13-2 14-4 9.619 9.114 P0(12-31/2) 12-3Y IT-6 Pe -0.515 Pv BL 2.1570 8.01 0.70 120 0.000716 103'-8 Pt 0.092 84 52 14-4 14-9% 9.114 9.014 P0(12-3%) P0(12-3%) 24-7Y 128'-3 Pe -0.191 Pv RN 2.1570 8.01 0.70 120 0.000716 0-11 Pt 0.009 52 51 14-9% 13101,4 9.014 9.420 P0(12-3%) 12-31/; 13-2Y Pe 0.397 Pv CM 4.3100 8.01 0.18 120 0.000025 11-C N 0.000 51 49 13'-101/2 13'-111/2 9.420 9.373 11-C Pe -0.047 Pv ,©M.E.P.CAD, Inc. Qj AutoSPRlNKVR8v8.0.36 01/11/2010 3:51:04PM Page 5 [Hydrauljc Analysis 1 Job Number: 09-655 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream CM 4.3100 16.05 0.35 120 0.000089 57'-81/2 65'-2Y 122'-1 1% Pf 0.011 Pe 0.022 Pv 49 13-11% 8.04 9.373 Flow (q) from Route 27 48 13-11 9.405 fE(9'-51/2), 2P0(27'-l0%) CM 4.3100 37.05 0.81 120 0.000418 1 V-9 1 V-9 Pt 0.005 - Pe 0.004 Pv 48 13-11 7.33 9.405 Flow (q) from Route 12 111 13-11 9.414 CM 4.3100 29.49 0.65 120 0.000274 10-10 10.-10 Pf 0.003 Pe 0.003 Pv 111 13-11 9.414 113 13-11 9.420 CM 4.3100 22.14 0.49 120 0.000161 1 V-7 1 V-7 Pf 0.002 Pe 0.003 Pv 113 13-11 9.420 115 13'-11 9.425 CM 4.3100 14.90 0.33 120 0.Q00077 9'-7 9'-7 Pt 0.001 Pe 0.003 Pv 115 13-11 9.425 117 13-11 9.429 CM 4.3100 7.72 0.17 120 0.000023 12-0 12-0 N 0.000 Pe 0.004 Pv 117 13-11 9.429 119 13-101/2 9.433 RN 2.1570 7.72 0.68 120 0.000668 0-11 1231/ 13-3 Pt 0.009 Pe -0.402 Pv 119 13-10% 9.433 P0(12-3%) 120 14-10 9.039 BL 2.1570 7.72 0.68 120 0.000668 38-1 1/2 12-3Y 51'-2 Pf 0.034 Pe -0.013 Pv 120 14-10 9.039 P0(12-3%) 187 14'-10 9.060 BL 2.1570 6.15 0.54 120 0.000439 73-1 73-1 Pt 0.032 Pe -0.025 Pv 187 14-10 9.060 198 14-11 9.068 BL 2.1570 7.72 0.68 120 0.000668 31'-81/ 12'-31/ 44-1 Pt 0.029 Pe -0.011 Pv 198 14-11 1.56 9.068 Flow (q) from Route 29 108 14-11 9.087 Z, P0(12-3%) RN 2.1570 7.72 0.68 120 0.000668 0,_101l 1231/ 13'- Pt 0.009 Pe 0.377 Pv 108 14-11 9.087 109 14-0% 9.473 P0(12-3%) CM 4.3100 7.72 0.17 120 0.000023 12-0 12'-0 Pt 0.000 Pe -0.008 Pv 109 14-0% 9.473 106 14-1 9.465 CM 4.3100 14.90 0.33 120 0.000077 9'-7 9'-7 Pf 0.001 Pe -0.006 Pv 106 14-1 10.74 9.465 Flow (q) from Route 30 104 14-1 9.460 CM 4.3100 22.14 0.49 120 0.000161 1 V-7 1 V-7 Pf 0.002 Pe -0.007 Pv 104 14-1 7.23 9.460 Flow (q) from Route 17 102 14-1% 9.454 CM 4.3100 29.49 0.65 120 0.000274 10-10 1 0'-1 q Pt 0.003 Pe -0.007 Pv 102 14-1% 7.23 9.454 Flow (q) from Route 16 100 14-1% 9.450 CM 4.3100 37.05 0.81 120 0.000418 2'- 12'-' l 27'-1 01Y; 4011/ Pt 0.017 Pe -0.008 Pv 100 14-1% 7.55 9.450 Flow (q) from Route 20 20 14'-l% 9.459 P0(27-10%) io ..... Route 12•••• RN 2.1570 6.61 0.58 120 0.000501 1-bY Pf 0.007 47 46 151-1 13'-1 l% 6.61 8.900 9.395 Flow (q) from Route 22 PO(12.3h/2) 12'-31/ 13- Pe 0.489 Pv CM 4.3100 21.00 0.46 120 0.000146 V-1 01,, Pt 0.004 46 48 13-11% 13-11 14.39 9.395 9.405 Flow (q) from Route 24 P0(27-101/2) 27-101, 29'-q Pe 0.006 Pv =. ..... Route 13 ..... RN 2.1570 7.33 0.64 120 0.000607 1-bY Pt 0.008 43 42 15-2% 14-1% 7.33 8.833 9.321 Flow (q) from Route 14 P0(12-31/.) 12'-31/ 13'- Pe 0.480 Pv CM 4.3100 0.17 0.00 120 0.000000 121-( Pt 0.000 42 40 14-1% 14'-2% 9.321 9.284 12-C Pe -0.037 Pv CM 4.3100 7.67 0.17 120 0.000023 12-0 Pf 0.000 40 38 14'-2Y2 14'-3% 7.49 9.284 9.247 Flow (q) from Route 37 12'-0 Pe -0.037 Pv CM 4.3100 15.39 0.34 120 0.000082 12'-0 Pf 0.001 38 36 14'-3% 14'-41A 7.73 9.247 9.211 Flow (q) from Route 39 12'-C Pe -0.037 Pv CM 4.3100 23.87 0.53 120 0.000185 12'-C Pf 0.002 36 34 14'-4Yz 14'-5% 8.48 9.211 9.177 Flow (q) from Route 41 12-I Pe -0.037 Pv Route 14 ..... f. © M.E.P.CAD, Inc. IM AutoSPRINK® VR8 v8.0.36 01/11/2010 3:51:04PM Page 6 1111Hydrablic Analysis I Job Number: 09-655 Recort Descrintion: Ordinary (rôun I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.1570 7.33 0.64 120 0.000607 151'-7 Pf 0.107 76 43 15-0% 15-2% 7.55 8.810 8.833 Flow (q) from Route 19 Z, P0(12-31%) 24-7Y 176-2Y Pe -0.084 Pv Ga ..... Route 15 ..... CM 2.1570 20.61 1.81 120 0.004111 16- Pf 0.066 410 408 15-8% 15-9 7.629 7.685 16'-Pv Pe -0.009 Go ..... Route 16.... RN 2.1570 7.36 0.65 120 0.000611 0-11 Pf 0.008 103 102 15-0% 1411/z 8.04 9.048 9.454 Flow (q) from Route 26 P0(12-3%) 12-3Y 13-2Y Pe 0.398 Pv .Route 17 ..... RN 2.1570 7.23 0.64 120 0.000592 0'-f1rPf 0.008 105 104 15-0 14-1 7.23 9.061 9.460 Flow (q) from Route 18 P0(12-3%) 123h/ IT-2M Pe 0.391 Pv . .... Route 18 ..... BL 2.1570 7.23 0.64 120 0.000592 143 -81Pf 0.100 116 105 14-10% 15-0 7.36 9.010 9.061 Flow (q) from Route 25 PO(12-3%) 24'-7Y 168314Pv Pc -0.048 • Route 19 ..... RN 2.1570 7.33 0.64 120 0.000607 V-3 Pf 0.008 75 76 13-9% 15-0% 9.339 8.810 P0(12-3%) 1 J 12-3Y4 13-6/4Pv Pe -0.538 - .....Route 20 ..... RN 2.1570 7.55 0.66 120 0.000642 0-11TPf 0.008 101 100 15-0% 14-1% 7.55 9.037 9.450 Flow (q) from Route 21 PO(12'-3%) 12'-3Y IT-3 Pe 0.405 Pv ep ..... Route 21 . RN 2.1570 7.55 0.66 120 0.000642 1-01/2 Pf 0.009 111 112 13-11 14-11% 9.414 8.977 P0(12-3%) 12-3Y 134 Pe -0.446 Pv BL 2.1570 7.55 0.66 120 0.000642 143-8 Pf. 0.108 112 101 14-11% 15-0% 8.977 9.037 PO(12'-3%) Z, P0(12-3%) 24-7Y 168'-3Y Pc -0.048 Pv 40 • • • Route 22 ..... BL 2.1570 6.61 0.58 120 0.000501 151-71 Pf 0.106 80 47 14-10% 15-1 7.23 8.878 8.900 Flow (q) from Route 34 8fE(4'-3%), PO(12'-31/2) 59-lj 210, Pc -0.084 PV ..... Route 23 ..... BL 2.1570 3.83 0.34 120 0.000183 35-1c Pf 0.009 400 61 15-7% 15-8 8.469 8.457 P0(12-3%) 12-31/ 48'-, Pe -0.021 Pv RN 2.1570 3.83 0.34 120 0.000183 V-51/ Pf 0.003 61 62 15-8 14-2% 8.457 9.094 P0(12-3%) 12-31/ 13914Pv Pc 0.635 CM 4.3100 7.16 0.16 120 0.000020 12'-0 Pt 0.000 42 44 14-1% 14-0% 9.321 9.358 12-( Pc 0.037 Pv CM 4.3100 14.39 0.32 120 0.000073 11-11Y Pf 0.001 44 46 14-0% 13-11% 7.23 9.358 9.395 Flow (q) from Route 35 11-11YPv Pc 0.037 ..... Route 25 . RN 2.1570 7.23 0.64 120 0.000592 0-11 Pt 0.008 115 116 13-11 14-10% 9.425 9.010 P0(12-3%) 12-31 Pc -0.424 13-31 Pv •• Route 26••••• RN 2.1570 7.36 0.65 120 0.000611 1- Pt 0.008 113 114 13-11 14-11 9.420 8.993 P0(12-3%) . 12'-31/ 13'-31/ Pc -0.435 PV BL 2.1570 7.36 0.65 120 0.000611 143'4 Pt 0.103 114 103 14'-11 15-0% 8.993 9.048 P0(12-3%) P0(12-31/2) 24-71/ 168-31/ Pe -0.048 Pv Go ..... Route 27 ..... RN 2.1570 8.04 0.71 120 0.000720 0-11 Pt 0.010 50 49 14-10% 13-11% 8.04 8.967 9.373 Flow (q) from Route 33 P0(12-3%) 12-3Y 13-2Y Pc 0.397 Pv ..... Route 28 ..... CM 4.3100 33.87 0.74 120 0.000354 11-11Y Pt 0.004 66 67 14'-5% 14-5 8.988 9.001 11-11Y Pc 0.009 Pv ep • . Route 29 ..... ,©M.E.P.CAD, Inc. Ifi AutoSPRlNK®VR8v8.0.36 01/11/2010 3:51:04PM Page 7 II [Hydraulic 'Analysis',Job Number: 09-655 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream elevation Discharge K-Factor Pt Pn Fittings Upstream BL 1.4420 1.56 0.31 120 0.000248 100-0 29-8Y 12981/ Pf 0.032 Pe -0.025 Pv 187 14-10 9.060 P0(7-5) 198 14-11 9.068 6LtE(2-5Y2), P0(7-5) Qb ..... Route 30 ..... RN 2.1570 7.18 0.63 120 0.000585 0-1W 12-3Y 13- Pf 0.008 Pe -0.414 Pv 117 13-11 9.429 P0(12-3%) 118 14-10 9.023 BL 2.1570 7.18 0.63 120 0.000585 14348 24-71j 168-3Y Pt 0.098 Pe -0.048 Pv 118 14'-10 9.023 P0(12-31/2) 107 14111,4 9.073 Z, P0(12-3%) RN 2.1570 7.18 0.63 120 0.000585 0-101/ 12-3Y 13-2Y Pf 0.008 Pe 0.385 Pv 107 14-11% 9.073 106 14-1 9.465 P0(12-31/2) •••" Route 31••••• RN 2.1570 10.74 0.94 120 0.001231 1-1Y Pt 0.017 26 27 15-4% 14-3 10.74 8.844 9.343 Flow (q) from Route 32 P0(12-31/2) 12-3Y 13-5 Pe 0.482 Pv Go ••••• Route 32••••• BL 2.1570 10.74 0.94 120 0.001231 ] 167-71 Pt 0.237 59 26 15-7 15-4% 11.48 8,509 8.844 Flow (q) from Route 45 P0(12-3%) 1 J 24-7$ 192-2YPv Pe 0.098 Gb •••" Route 33•••• RN 2.1570 8.04 0.71 120 0.000720 1-11/ Pf 0.010 81 82 13'31/2 14-51/2 9.551 9.066 P0(12-3%) 12-3Y 13-5Y Pe -0.495 Pv BL 2.1570 8.04 0.71 120 0.000720 1034 Pt 0.092 82 50 14'-5% 14-10% 9.066 8.967 PO(12-3%) P0(12-3%) 24-71, 128- Pe -0.191 Pv 4&***-* Route 34 **-- RN 2.1570 6.61 0.58 120 0.000501 1-51 Pf 0.007 79 80 13-51/2 14-10% 9.483 8.878 P0(12-3%) 12-3Y 13-814Pv Pe -0.612 . • • • Route 35 ..... RN 2.1570 7.23 0.63 120 0.000592 1114Pf 0.008 45 44 15-1% 14-0% 7.49 8.869 9.358 Flow (q) from Route 36 P0(12-3%) 12-3Y 13'- Pe 0.481 Pv ea • • • Route 36 ..... RN 2.1570 7.23 0.63 120 0.000592 V-4 Pt 0.008 77 78 13-7% 14-11% 9.412 8.848 P0(12-3%) 12-3Y 13-7Y Pe -0.572 Pv BL 2.1570 7.23 0.63 120 0.000592 15V-7 Pt 0.104 78 45 14-11% 15-1% 8.848 8.869 P0(12-3%) 2Z, P0(12-3%) 24'-7Y 176-21/ Pe -0.084 Pv ..... Route 37"." RN 2.1570 7.49 0.66 120 0.000633 f 0.008 41 40 15-3% 14-21/2 7.73 8.797 9.284 Flow (q) from Route 38 P0(12-3%) 12-3Y 13'- Pc 0.478 Pv .... Route 38 ..... RN 2.1570 7.49 0.66 120 0.000633 1-2 Pt 0.009 73 74 13-11% 15-1% 9.265 8.770 P0(12-3%) 1231/ 13-5Y Pe -0.504 Pv BL 2.1570 7.49 0.66 120 0.000633 151- Pt 0.111 74 41 15-1% 15-31/2 8.770 8.797 P0(12-3%) P0(12-3%) 24'-71/ 176-21, Pc -0.084 Pv • • Route 39 ..... RN 2.1570 7.73 0.68 120 0.000669 1 -il Pt 0.009 39 38 15-41/2 14-3% 8.48 8.761 9.247 Flow (q) from Route 40 P0(12-3%) 12'-3Y 13-Pv Pc 0.477 "• Route 4O••••• - RN 2.1570 7.73 0.68 120 0.000669 1-1 Pt 0.009 71 72 14-1 15-2 9.189 8.727 P0(12-3%) 12-3Y 1341/ Pc -0.471 Pv BL 2.1570 7.73 0.68 120 0.000669 151'-7 Pf 0.118 72 39 15-2 15-4% 8.727 8.761 P0(12-3%) Z, P0(12-31/2) 24-7Y 176-2Y Pc -0.084 Pv iiie ••••• Route 41 RN 2.1570 8.48 0.74 120 0.000795 1-1{Pf 0.011 37 36 15-5% 14-4% 8.48 8.725 9.211 Flow (q) from Route 42 P0(12-3%) 12-3Y 13-5jPv Pc 0.475 ' • • • Route 42 ..... ,®M.E.P.CAD, Inc. M AutoSPRINK®VR8v8.0.36 01/11/2010 3:51:04PM Page 8 A111~jiydrauflc AnàIysis Job Number: 09-655 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream RN 2.1570 8.48 0.74 120 0.000795 1-0 123h/ 13-3Y Pf 0.011 Pe -0.428 Pv 69 14-3 9.082 P0(12-3%) 70 16-3 8.665 BL 2.1570 8.48 0.74 120 0.000795 167-7 247h/ 192-2Y P1 0.153 Pe -0.093 Pv 70 15-3 8.665 Po(12'-31/2) 37 j551/2 8.725 P0(12-3%) Go ..... Route 43••••• BL 2.1570 10.75 0.94 120 0.001233 8- 8' P1 0.010 Pe 0.004 Pv 418 15-4% 8.155 416 15-41/2 8.170 1 Go •.••• Route 44 ..... BL 2.1570 11.53 1.01 120 0.001405 16-0 16-0 Pf 0.022 Pc -0.009 Pv 404 15-8 7.997 402 15-8 8.010 . -• • Route 45 ..... RN 2.1570 10.74 0.94 120 0.001231 1-61 12314 13-10jPv P1 0.017 Pc -0.658 60 14-1 9.150 P0(12-3%) 59 15-7 8.509 ..... Route 46 ..... RN 2.1570 11.48 1.01 120 0.001392 1-1Y 12'-3Y 13-5 P1 0.019 Pc 0.483 Pv 25 15-4 11.48 8.905 Flow (q) from Route 47--j 24 14-2% 9.407 P0(12-3%) ab •.. Route 47 ..... RN 2.1570 11.48 1.01 120 0.001392 V-7 12-3Y 13-1Y Pf 0.019 Pc -0.679 Pv 58 13-111/2 9.199 P0(12-31/2) 57 15-6% 8.539 BL 2.1570 11.48 1.01 120 0.001392 16T-7 24-7Y 192-2Y Pt 0.267 Pc 0.098 Pv 57 15-6% 8.539 P0(12-31/2) 25 15-4 8.905 P0(12-31/2) IuWaIeht PipLengths of Valves and Fittings (C=1 20 only): I Actual Inside Diameter 487 Schedule 40 Steel Pipe Inside Diameter ) = Factor ValueMUltiter I Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 &©M.E.P.CAD, Inc. III AutoSPRlNK®VR8v8.0.36 01/11/2010 3:51:04PM Page 9 ~11%Hydraulic Analysis I Job Number: 09-655 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream Eq. Length Total Length Summary Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DelV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90° Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45° Elbow Eel 11W Elbow Ee2 22Y2° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ,©M.E.P.CAD, Inc. AutoSPRINK®VR8v8.0.36 01/11/2010 3:51:04PM Page 10 ~1111.Hy'draulic -Graph I Job Number: 09-655 Re ^!t [)=c'rj timne Ctr.inrs,, fIr—m I .-".-.2 Supply at Node I 150— 135— 120— 105— Static Pressure 100.000 - ____ _____ _______ ________ _________ U) - 75 U) - U) - Ii) 60—---- 45 30- 425.34©22.518 15 - _System demand curve_ :/ 0._U1tULLLI.U_Uhhhh1hhhhhhhhll IlIlIlIll Illillill 11111111 11111111 I II II ioo 200 300 400 500 600 700 800 900 1000 Water flow, gpm Hydraulic Graph Supply at Node 1 Stale: Pressure 100.000 Residual: Pressure 95.000 @ 890.00 Availed e Pressure at Time of Test 98.724 425.34 System Demand 22.518 @425.34 System Demand (Italudin) )lose Ailowenee at Source) 22.518 @ 425.34 , © M.E.P.CAD, Inc. AutoSPRNK® VRB v8.0.36 01111/2010 3:50:23PM Page 1 1ydrauIic Summary 1 Job Number: 09-655 B,....,...# fl...........;...u:...._. ,.J:..__ - -- Job - I1J5u1JI I. '.JIUII UGly 5.21 UUJ I ff Job Number - Design Engineer 09-655 Job Name. Genoptix Slate Certification/License Number Address I Ad J 2131 Faraday Ave. Carlsbad, CA 92008 Address 2 Job SiteigullOng Address 3 Dron.ing Name Calc Area #5 Pendent Caic Model Remote A, res) Most Derrrsnng Spdnider Data Occupancy Job Sortie 5.6 K-Factor 15.00 at 7.175 Ordinary Group I Hose Allowance At Source Density Area of Application 0.00 0.15gpm/ft2 1500.00ft2 (Actual 1000.27ft2) Adalbonol Nose Supplies Number Of Spriniders Calculated Coverage Per Sprinldsr Node Fbow(aom) 15 100.00ft2 Hose At Node 2 250.00 AutoPeak Results Pressure For Remote Aces(s) Adjacent To Most Remote Area Total Hose Streams 250.00 System Flute Demand Totol Water Required (Including Nose dltovuarico) 485.13 485.13 Maximum Pressure Unbalance In Loops 0.000 Maximum velocity Above Ground 11.25 between nodes 500 and 501 Maximum Velocity Under Ground 3.11 between nodes 1 and 2 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 6384.64ga1 Sip I Hose Flow Static Residual Flow Available @ Total Demand Required Safety Margin Node (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) 1 100.000 95.000 890.00 98.373 I 485.13 23.247 75.126 FiLE COpy Contractor Contractor Number Contact Name Contact TItle 21 Clark Cowar Superintendent Name of Contractor. Phone Extension Rena Contracting, Inc 619-520-3810 Address I FAX 1450 Frazee Rd. #100 San Diego, CA 92108 Address 2 E-mod City State Zip Code Web-Site ,©M.E.P.CAD, Inc. jAutoSPRINK®VR8v8.0.36 01/11/2010 3:55:18PM Page 1 '§1jS,qMMa'-ty Of Oufflowing Devices I Job Number: 09-655 Reoort Descriotion: Ordinary Grouo I Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 2 250.00 250.00 0 23.011 Sprinkler 502 15.23 15.00 5.6 7.398 Sprinkler 503 15.06 15.00 5.6 7.236 Sprinkler 505 16.26 15.00 5.6 8.433 Sprinkler 507 16.27 15.00 5.6 8.444 Sprinkler 509 15.81 15.00 5.6 7.969 Sprinkler 512 15.00 15.00 5.6 7.177 r Sprinkler 513 15.00 15.00 5.6 7.175 Sprinkler 515 16.03 15.00 5.6 8.197 Sprinkler 517 16.05 15.00 5.6 8.214 Sprinkler 519 16.11 15.00 5.6 8.279 Sprinkler 521 16.02 15.00 5.6 8.187 Sprinkler 523 16.03 15.00 5.6 8.190 Sprinkler 525 15.45 15.00 5.6 7.610 Sprinkler 527 15.40 15.00 5.6 7.559 Sprinkler 529 15.40 15.00 5.6 7.561 c Most Demanding Sprinkler Data ,©M.E.P.CAD, Inc. AutoSPRlNK®VR8v8.0.36 01/11/2010 3:55:19PM Page 2 ,~JjjjHydraufic Analysis Job Number: 09-655 Reoort Descriotion: Ordinary froun I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary DR 1.0490 15.00 5.57 120 0.076427 8-1Y Pf 1.157 513 511 10-7 15-71/2 15.00 5.6 7.175 6.153 Sprinkler, E(2-0), T(5-0) 7-I 15-IY Pe -2.178 Pv SP 1.0490 30.00 11.14 120 0.275562 0- Pf 1.490 511 510 15-71/2 15-21/2 15.00 6.153 7.819 Flow (q) from Route 2 P0(5-0) 5-I 5- Pe 0.176 Pv BL 2.1570 30.82 2.71 120 0.008654 8-i Pt 0.069 510 508 15-2% 15-2% 0.82 7.819 7.892 Flow (q) from Route 43 8-i Pe 0.004 Pv BL 2.1570 46.63 4.09 120 0.018614 19,-lI Pt 0.598 508 72 15-21/2 15-2 15.81 7.892 8.502 Flow (q) from Route 8 PO(12'-3Y2) 12'-3Y 32'- Pe 0.011 Pv RN 2.1570 46.63 4.09 120 0.018614 1-1 Pt 0.249 72 71 15-2 14-1 8.502 9.221 P0(12-31/2) 12-31, 13'-4Y Pe 0.471 Pv CM 4.3100 51.86 1.14 120 0.000778 28'-' Pt 0.037 71 69 14-1 14-3 5.23 9.221 9.189 Flow (q) from Route 13 2fE(9-51/2) 18-11Y 46'-11Y Pe -0.069 Pv CM 4.3100 86.30 1.90 120 0.001997 12'-' Pt 0.024 69 67 14-3 14-5 34.44 9.189 9.144 Flow (q) from Route 3 12-' Pe -0.069 Pv CM 4.3100 75.58 1.66 120 0.001563 11'-lIY Pt 0.019 67 66 14-5 14-51/2 9.144 9.154 11'-11YPv Pe -0.009 CM 4.3100 65.32 1.44 120 0.001193 12'-C Pt 0.014 66 64 1451,4 14-4 9.154 9.219 12-C Pe 0.051 Pv CM 4.3100 54.57 1.20 120 0.000855 12-C Pf 0.010 64 62 14-4 14-21/2 9.219 9.281 12-C Pe 0.051 Pv CM 4.3100 42.30 0.93 120 0.000534 12-C Pt 0.006 62 60 14-21/2 14-1 9.281 9.339 12'-( Pe 0.051 Pv CM 4.3100 29.10 0.64 120 0.000267 11-C Pt 0.003 60 58 14-1 13-111/2 9.339 9.389 11'-( Pe 0.047 Pv CM 4.3100 14.89 0.33 120 0.000077 10'-( Pt 0.001 58 56 13-111/2 13-101/2 9.389 9.433 10-C Pe 0.043 Pv RN 2.1570 14.89 1.31 120 0.002254 1'-7Y Pt 0.031 56 55 13-10% 15-6 9.433 8.766 P0(12-3%) 12'-3Y 13-11 Re -0.698 Pv BL 2.1570 14.89 1.31 120 0.002254 7 '- 24'16 -7Y Pt 0.433 55 22 15-6 15-3 8.766 9.298 P0(12-3%) PO(12'-31A) 192-2Y Pe 0.098 Pv RN 2.1570 14.89 1.31 120 0.002254 V-1 1/ Pt 0.030 22 21 15-3 14-2 9.298 9.811 P0(12-3%) 12'-3Y 13-I Pe 0.483 Pv CM 6.3570 179.06 1.81 120 0.001161 0,-1i Pf 0.001 21 20 14-2 14-1% 164.16 9.811 9.814 Flow (q) from Route 5 0-li Pe 0.002 Pv CM 6.3570 235.13 2.38 120 0.001922 50-1 1/2 Pt 0.194 20 10 14-1% 14-0% 56.07 9.814 10.047 Flow (q) from Route 7 PO(37'-81/2), fE(12'-7) 50'-31/2 1 OV-2 Pe 0.039 Pv FR 6.3570 235.13 2.38 120 0.001922 15-BY Pt 0.079 10 9 14-0% 0-6 10.047 15.994 2fE(12'-7) 26-2 40-1Y Pe 5.868 Pv UG 6.4000 235.13 2.34 140 0.001398 3- Pf 0.027 9 8 0-6 -3-0 15.994 17.538 LtE(15'-6%) 15'-6Y 19'-0Y Re 1.517 Pv UG 6.0900 235.13 2.59 150 0.001567 5-61/ Pt 0.009 8 7 4-0 -3-0 17.538 17.546 561/ Pe -0.000 Pv UG 6.4000 235.13 2.34 140 0.001398 2.71/ Pt 0.025 7 6 -3-0 4-0 17.546 17.572 LtE(15'-61/2) 15'-6Y 1821/ Pe -0.000 Pv UG 6.0900 235.13 2.59 150 0.001567 58'-9Y Pf 0.157 6 5 -3-0 -3-0 17.572 17.729 3LtE(13'-101/2) 41'- 100'-4Y Pe Pv UG 6.2800 235.13 2.44 140 0.001533 12-C Pf 5.108 5 4 -3-0 -3-0 17.729 22.837 2E(22'-l), BFP(-5.000), LtE(14' 58-31 2) 70'-3Y Pe Pv ,©M.E.P.CAD, Inc. JS AutoSPRINK®VR8v8.0.36 01/11/2010 3:55:22PM Page 3 dhydrziu - lic Analysis I I Job Number: 09-655 Report Description: Ordinary Group Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream UG 6.0900 235.13 2.59 150 0.001567 13-9Y 46-2Y 60'-0 Pf 0.094 Pe Pv 4 4-0 22.837 3 4-0 22.931 T(46-2%) UG 7.9800 235.13 1.51 150 0.000420 137-0 52-1I 189-9Y Pf 0.080 Pe Pv 3 4-0 22.931 2 4-0 23.011 C(52L10) UG 7.9800 485.13 3.11 150 0.001605 75-0 72'-5 0) 147'-51 Pf 0.237- Pe Pv 2 4-0 250.00 23.011 Supply, 1 -3'-0 23.247 EE(1 3-7), GV(6-01%), S, T(52'- 0.00 Hose Allowance At Source 1 485.13 40--se- Route 2••.•• DR 1.0490 15.00 5.57 120 0.076451 11-si P1 1.407 512 511 10-0 1571,4 15.00 5.6 7.177 6.153 Sprinkler, E(2-0), T(5-0) 7 . -0 18'-5 Pe -2.431 Pv • • Route 3 ..... DR 1.0490 15.06 5.59 120 0.077028 10-10 7'-0 17'-10 Pf 1.375 Pe -2.304 Pv 503 10-4% 15.06 5.6 7.236 Sprinkler, 501 15-81/2 6.306 E(2-0), T(5-0) SP 1.0490 30.29 11.25 120 0.280550 0-5 5-0 5- Pf 1.516 Pe 0.176 Pv 501 1581/2 15.23 6.306 Flow (q) from Route 4 500 15-31/2 7.999 PQ(5'-O) BL 2.1570 34.44 3.02 120 0.010625 43-1' 12-3Y 56-2 Pf 0.597 Pe 0.024 Pv 500 15-3% 10.72 7.999 Flow (q) from Route 44 70 16-3 8.620 P0(12-31/2) RN 2.1570 34.44 3.02 120 0.010625 1'- 12'-3Y 1 13-34 P1 0.141 Pe 0.428 Pv 70 15-3 8.620 69 14-3 9.189 P0(12-31/2) Route 4 ..... DR 1.0490 15.23 5.65 120 0.078621 8 P 1.213 502 501 10-41/2 15-81/2 15.23 5.6 7.398 6.306 Sprinkler, E(2'-O), T(5-0) 7-cl 16-5 Pe -2.304 Pv Qb ..... Route 5 ..... DR 1.0490 15.40 5.72 120 0.080205 12'-OY P1 2.249 527 526 12'-1 15-1 15.40 5.6 7.559 8.514 Sprinkler, 3E(2-0), T(5'-O), P0(5-0) 16-C 28-OY Pe -1.295 Pv BL 2.1570 5.60 0.49 120 0.000369 8-C P1 0.003 526 528 15-1 15-1 8.514 8.512 8-C Pe -0.004 Pv BL 2.1570 21.00 1.84 120 0.004256 1074 P1 0.511 528 43 15-1 15-2% 15.40 8.512 8.964 Flow (q) from Route 6 Z, P0(12-3%) 1231/ 1200h/ Pe -0.060 Pv RN 2.1570 21.00 1.84 120 0.004256 V-1 I, Pf 0.057 43 42 15-2% 141h/2 8.964 9.500 P0(12-3%) 12'-3Y 13'-E Pe 0.480 Pv CM 4.3100 11.49 0.25 120 0.000048 12'-C Pf 0.001 42 40 14-1% 14'-2% 9.500 9.464 12'-C Pe -0.037 Pv CM 4.3100 33.10 0.73 120 0.000339 12'-C Pf 0.004 40 38 14-21/2 14-31/2 21.61 9.464 9.431 Flow (q) from Route 9 12'-q Pe -0.037 Pv CM 4.3100 64.37 1.42 120 0.001161 12'-C Pf 0.014 38 36 14-3% 14-4% 31.26 9.431 9.408 Flow (q) from Route 11 12'-C Pc -0.037 Pv CM 4.3100 92.76 2.04 120 0.002282 12'-C P1 0.027 36 34 14-4% 14-5% 28.39 9.408 9.399 Flow (q) from Route 14 12'-C Pc -0.037 Pv CM 4.3100 103.47 2.28 120 0.002794 12'-0 Pf 0.033 34 33 14-5% 14-5% 10.72 9.399 9.428 Flow (q) from Route 45 12'-C Pc -0.004 Pv CM 4.3100 113.73 2.50 120 0.003328 12-0 P1 0.040 33 31 14-5% 14-4% 10.26 9.428 9.496 Flow (q) from Route 18 12'-0 Pc 0.028 Pv CM 4.3100 124.49 2.74 120 0.003933 12-0 P1 0.047 31 28 144% 14-4 2.37 9.496 9.572 Flow (q) from Route 33 12-0 Pc 0.029 Pv CM 4.3100 136.76 3.01 120 0.004680 12-0 P1 0.056 28 27 144 14-3 12.27 9.572 9.657 Flow (q) from Route 26 12'-q Pc 0.029 Pv CM 4.3100 149.95 3.30 120 0.005550 11-( Pf 0.061 27 24 14-3 14'2% 13.20 9.657 9.745 Flow (q) from Route 36 11-C Pc 0.026 Pv (AA. nc M F P ('.AI) Inn. IN AuMSPRINM VRR vRft3R 01/11/2010 3:55:22PM Pace 4 Hydrauiic Analysis Job Number: 09-655 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream CM 4.3100 164.16 3.61 120 0.006562 5-1 0 5-1 Pf 0.038 Pe 0.014 Pv 24 14-21/2 14.21 9.745 Flow (q) from Route 50 23 14-2 9.797 CM 6.3570 164.16 1.66 120 0.000989 3-1 3-1 Pt 0.004 Pe 0.009 Pv 23 14'-2 9.797 21 14-2 9.811 Go ..... Route 6 ..... DR 1.0490 15.40 5.72 120 0.080230 12014Pf 2.250 529 528 12-1 15-1 15.40 5.6 7.561 8.512 Sprinkler, 3E(2'-O), T(5'-O), P0(5-0) 16-0 28'014Pv Pe -1.299 Go • • • • Route 7 ..... DR 1.0490 15.45 5.73 120 0.080706 11'-5Y Pt 2.215 525 524 12-1 15-01/2 15.45 5.6 7.610 8.539 Sprinkler, 3E(2'-O), T(5'-O), PO(5'-O) 16-C 2751/ Pe -1.286 Pv BL 2.1570 25.24 2.22 120 0.005980 19-10 Pt 0.192 524 76 15-0% 15'-O% 10.26 8.539 8.742 Flow (q) from Route 17 PO(12'-3%) 12'-3Y 32-2 Pe 0.011 Pv RN 2.1570 25.24 2.22 120 0.005980 11- Pf 0.081 76 75 15-0% 13-9% 8.742 9.361 P0(12-31/2) 12'-3Y 13'-611, Pe 0.538 Pv CM 4.3100 46.56 1.02 120 0.000638 12-1 Pf 0.008 75 77 13-91/2 13-71/2 21.32 9.361 9.438 Flow (q) from Route 32 12-1 Pe 0.069 Pv CM 4.3100 35.28 0.78 120 0.000382 11'-11Y Pt 0.005 77 79 13-71/2 13-5% 9.438 9.512 11'-111/Pv Pe 0.069 CM 4.3100 24.98 0.55 120 0.000202 1 V-8 Pt 0.002 79 81 13'-5Y2 13-31/2 9.512 9.581 1 V-8 Pe 0.067 Pv CM 4.3100 12.47 0.27 120 0.000056 1 V-8 Pf 0.001 81 83 13-31/2 13-2 9.581 9.649 ll'-8 Pe 0.067 Pv RN 2.1570 12.47 1.10 120 0.001623 1-21/2 Pt 0.022 83 84 13'-2 14'-4 9.649 9.156 P0(12-31/2) 12'-3Y 13'-6 Pc -0.515 Pv BL 2.1570 12.47 1.10 120 0.001623 103-8 Pt 0.208 84 52 14-4 14-91/2 9.156 9.173 P0(12-3%) P0(12-3%) 24'-7Y 128'-3 Pc -0.191 Pv RN 2.1570 12.47 1.10 120 0.001623 0-11 Pt 0.021 52 51 14-91/2 13-10% 9.173 9.591 PO(12'-3%) 12'-3V 13'-2Y Pe 0.397 Pv CM 4.3100 12.47 0.27 120 0.000056 1 V-8 Pt 0.001 51 49 13-101/2 13-11% 9.591 9.544 1 V-8 Pe -0.047 Pv CM 4.3100 24.98 0.55 120 0.000202 57'-8Y Pf 0.025 49 48 13-11% 13-11 12.51 9.544 9.591 Flow (q) from Route 31 fE(9'-5%), 2P0(27'-101/) 65-2Y 122-l1 '/,. Pc 0.022 Pv CM 4.3100 56.07 1.23 120 0.000899 114 Pt 0.011 48 111 13-11 13-11 10.30 9.591 9.605 Flow (q) from Route 16 1 V4 Pc 0.004 Pv CM 4.3100 44.64 0.98 120 0.000590 10,-1c Pt 0.006 111 113 13-11 13-11 9.605 9.615 1 0'-1 0 Pc 0.003 Pv CM 4.3100 33.50 0.74 120 0.000347 1 V-7 Pf 0.004 113 115 13-11 13-11 9.615 9.622 1 V-7 Pc 0.003 Pv CM 4.3100 22.56 0.50 120 0.000167 9'-7 Pt 0.002 115 117 13-11 13-11 9.622 9.626 9'-7 Pc 0.003 Pv CM 4.3100 11.68 0.26 120 0.000049 12-0 Pt 0.001 117 119 13-11 13'-10% 9.626 9.631 12'-0 Pc 0.004 Pv RN 2.1570 11.68 1.03 120 0.001438 0-11 Pt 0.019 119 120 13-10% 14'-l0 9.631 9.247 P0(12-3%) 12'-3Y IT-3 Pc -0.402 Pv BL 2.1570 11.68 1.03 120 0.001438 38-1 1/2 N 0.074 120 187 14'-l0 14-10 9.247 9.308 P0(12-31/2) 12'-3Y 51'-2 Pc -0.013 Pv BL 2.1570 9.32 0.82 120 0.000946 73-1 Pf 0.069 187 198 14-10 14-11 9.308 9.352 1 73'-1 Pc -0.025 Pv f,©M.E.P.CAD, Inc. 11fl AutoSPRlNKIEVR8v8.O.36 01/11/2010 3:55:22PM Page 5 ,ydrauJic Analysis I Job Number: 09-655 Reoort Descrintion: Ordinary C,roun I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.1570 11.68 1.03 120 0.001438 31'-81/- Pf 0.063__ 198 108 14-11 14-11 2.37 9.352 9.405 Flow (q) from Route 34 Z, P0(12'-3Y2) 12'-S1% 44'-C Pe -0.011 Pv RN 2.1570 11.68 1.03 120 0.001438 0-1 1/ Pf 0.019 108 109 14-11 14'-0Y2 9.405 9.801 P0(12-31/2) 12'-31/ 13-: Pe 0.377 Pv CM 4.3100 11.68 0.26 120 0.000049 12-I Pt 0.001 109 106 14'-0% 14-1 9.801 9.794 12'- Pe -0.008 Pv CM 4.3100 22.56 0.50 120 0.000167 9'-7 Pt 0.002 106 104 14-1 14-1 13.20 9.794 9.790 Flow (q) from Route 35 9'-7 Pe -0.006 Pv CM 4.3100 33.50 0.74 120 0.000347 1 V-7 Pf 0.004 104 102 14'-1 14-1% 10.95 9.790 9.786 Flow (q) from Route 21 1 V-71 Pe -0.007 Pv CM 4.3100 44.64 0.98 120 0.000590 10'-1 Pf 0.006 102 100 14'-1% 14'-1% 10.95 9.786 9.785 Flow (q) from Route 20 10-1i Pe -0.007 Pv CM 4.3100 56.07 1.23 120 0.000899 12-3 Pf 0.036 100 20 14-1% 14-1% 11.43 9.785 9.814 Flow (q) from Route 23 P0(27-101/2) 27'-101/ 40'-11/ Pe -0.008 Pv DR 1.0490 15.81 5.87 120 0.084218 13-8Y4Pf 2.165 509 508 10-0% 15'-21/2 15.81 5.6 7.969 7.892 Sprinkler, E(2'-0), T(5'-0), P0(5-0) 12'-c 26-81 Pc -2.242 PV -Route 9••••• DR 1.0490 16.02 5.95 120 0.086352 9'-E Pt 1.871 521 520 11-5 15'-2 16.02 5.6 8.187 8.448 Sprinkler, E(2'-O), T(5'-O), PO(5'-0) 12-C 21'- Pc -1.610 Pv BL 2.1570 5.58 0.49 120 0.000367 8-C Pt 0.003 520 522 15-2 15-2 8.448 8.447 8-C Pc -0.004 Pv BL 2.1570 21.61 1.90 120 0.004487 107'4 Pf 0.539 522 41 15-2 1531/2 16.03 8.447 8.926 Flow (q) from Route 10 P0(12-3%) 12'-31,, 12001/ Pc -0.060 Pv RN 2.1570 21.61 1.90 120 0.004487 1'-1 Pt 0.060 41 40 15-3% 14-21/2 8.926 9.464 P0(12-3%) 12'-31/ 13- Pc 0.478 Pv . Route lO ..... DR 1.0490 16.03 5.95 120 0.086379 9'-81Pf 1.871 523 522 11-5 15-2 16.03 5.6 8.190 8.447 Sprinkler, E(2'-O), T(5'-0), P0(5-0) 12'- 21'- Pc -1.614 Pv ..... Route 11 ..... DR 1.0490 16.03 5.95 120 0.086453 6-9Y Pf 1.623 515 514 10-7 15-3 16.03 5.6 8.197 7.814 Sprinkler, E(2'-0), T(5'-0), P0(5-0) 12-I 1891/ Pc -2.007 Pv BL 2.1570 15.21 1.34 120 0.002344 8-I Pt 0.019 514 516 15-3 15-3 7.814 7.828 8'-I Pc -0.004 Pv BL 2.1570 31.26 2.74 120 0.008884 107-1 Pf 1.067 516 39 15-3 15-4% 16.05 7.828 8.835 Flow (q) from Route 12 Z, P0(12-3%) 1231 120'-0 Pc -0.060 Pv RN 2.1570 31.26 2.74 120 0.008884 1,-I Pt 0.119 39 38 15-4% 14-3% 8.835 9.431 P0(12-31/2) 12'-3Y Pc 0.477 Pf go . • • • Route 12 • DR 1.0490 16.05 5.96 120 0.086610 6-9Y Pf 1.626 517 516 10-7 15-3 16.05 5.6 8.214 7.828 Sprinkler, E(2'-0), T(5-0), PO(5'-0) 127A W-91/1 Pe -2.011 Pv • Route 13--o-- DR 1.0490 16.11 5.98 120 0.087252 8 '-7 Pt 1.797 519 518 11'-5 15-1% 16.11 5.6 8.279 8.476 Sprinkler, E(2'-0), T(5'-0), PO(5-0) 12'-0 20'-7 Pc -1.601 Pv BL 2.1570 26.55 2.33 120 0.006567 19-iC Pt 0.211 518 74 15'-1% 15'-1% 10.44 8.476 8.698 Flow (q) from Route 42 P0(12-3%) 1231/ 32-2 Pc 0.011 Pv RN 2.1570 26.55 2.33 120 0.006567 1'-2 Pt 0.088 74 73 15-1% 13111/2 8.698 9.290 P0(12-3%) 12'-3Y 13'-5Y Pc 0.504 Pv CM 4.3100 5.23 0.12 120 0.000011 12'-q Pt 0.000 73 71 13-11% 14-1 9.290 9.221 12-1 Pc -0.069 Pv • • • • Route 14--o-- & @ M.E.P.CAD, Inc. M AutoSPRlNK®VR8v8.0.36 01/11/2010 3:55:22PM Page 6 §11MydrauIicAnàlysis Job Number: 09-655 Reoort Descriotion: Ordinary Groun I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream DR 1.0490 16.26 6.04 120 0.088748 7-1 12'-' 19-1 Pf 1.692 Pe -2.133 Pv 505 10-4% 16.26 5.6 8.433 Sprinkler, 504 15-4 7.993 E(2'-O), T(5'-O), P0(5-0) BL 2.1570 12.12 1.06 120 0.001539 81 -C 8.-C Pf 0.012 Pe -0.004 Pv 504 15-4 7.993 506 154 8.000 BL 2.1570 28.39 2.49 120 0.007433 107'4 12'-3Y 120'-0Y Pf 0.892 Pe -0.060 Pv 506 15'-4 10.30 8.000 Flow (q) from Route 15 37 15-51/2 8.833 PO(12'-3%) RN 2.1570 28.39 2.49 120 0.007433 1-1 12-3Y 13'- Pf 0.100 Pe 0.475 Pv 37 15'-5% 8.833 36 14'4% 9.408 PO(12'-3%) • • • Route 15..... DR 1.0490 16.27 6.04 120 0.088852 7'-1IPf 1.694 507 506 1041/2 15-4 16.27 5.6 8.444 8.000 Sprinkler, E(2'-O), 1(5-0), P0(5-0) 12'- 19'-1 Pe -2.137 Pv Gib ..... Route 16 ..... RN 2.1570 10.30 0.90 120 0.001139 11-11/ Pf 0.015 47 46 15'-1 IT-1 11/2 12.27 9.072 9.576 Flow (q) from Route 25 P0(12-3%) 12'-3Y 13-f Pe 0.489 Pv CM 4.3100 31.09 0.68 120 0.000302 1-1 1/ Pf 0.009 46 48 13-11% 13-11 20.79 9.576 9.591 Flow (q) from Route 28 P0(27-10%) 27-1 1, 29'4 Pe 0.006 Pv Go ..... Route 17 • BL 2.1570 9.79 0.86 120 0.001038 16'-cPf 0.017 526 524 15-1 150h/2 8.514 8.539 16'-lPv Pe 0.009 Go • • • • Route 18 • • RN 2.1570 10.26 0.90 120 0.001131 1-bY Pf 0.029 32 33 15-7 14-5% 11.14 8.917 9.428 Flow (q) from Route 19 P0(12-3%) 24'-7Y Pe 0.482 258h/ Pv Go ..... Route 19 ..... CM 2.1570 10.26 0.90 120 0.001131 181'-27Pf 0.224 65 32 15-9% 15-7 10.26 8.594 8.917 Flow (q) from Route 47 4fE(4'-31/2) 17-3 198'-5 Pe 0.098 Pv GD • -• • - Route 20• • RN 2.1570 11.14 0.98 120 0.001316 o'-iilpt 0.017 103 102 15'-O% 14'-l% 12.51 9.370 9.786 Flow (q) from Route 30 P0(12-3%) 12-3% 13'-2%Pv Pe 0.398 ...Route21...'' RN 2.1570 10.95 0.96 120 0.001275 0-11 Pf 0.017 105 104 15-0 14-1 11.43 9.382 9.790 Flow (q) from Route 22 P0(12-3%) 1231/ 1321/ Pe 0.391 Pv • • Route 22..... BL 2.1570 10.95 0.96 120 0.001275 143'-81 Pf 0.215 116 105 14-10% 15-0 11.14 9.215 9.382 Flow (q) from Route 29 P0(12-31/2) 24-7% 168'-3%Pv Pe -0.048 • • • Route 23 ..... RN 2.1570 11.43 1.00 120 0.001381 1 0-il Pt 0.018 101 100 15-0% 141h/2 11.43 9.362 9.785 Flow (q) from Route 24 P0(12-3%) 12'-3Y 13'- Pe 0.405 Pf . • . . . Route 24•'• RN 2.1570 11.43 1.00 120 0.001381 1'-01/ Pf 0.018 111 112 13'-ll 14-11% 9.605 9.178 P0(12-3%) 12'-3Y IT-A Pe -0.446 Pv BL 2.1570 11.43 1.00 120 0.001381 1434 Pf 0.232 112 101 14'-111/2 151-0% 9.178 9.362 P0(2'-3%) Z, P0(12-3%) 24-7Y 168-31/ Pe -0.048 Pv fib ..... Route 25•••• BL 2.1570 10.30 0.90 120 0.001139 151'-7 Pf 0.240 80 47 14-1 01/2 15-1 11.28 8.916 9.072 Flow (q) from Route 39 8fE(4'-3%), P0(12-31/2) 59-1 210'-8 Pe -0.084 Pv .. Route 26 ..... RN 2.1570 12.27 1.08 120 0.001575 1-1Y Pf 0.021 29 28 15-5% 14-4 12.27 9.069 9.572 Flow (q) from Route 27 P0(12-3%) 12-3% 13'-5j Pe 0.482 Pv Route 27 ..... BL 2.1570 12.27 1.08 120 0.001575 167-71 Pt 0.303 61 29 15-8 15-5% 12.27 8.668 9.069 Flow (q) from Route 48 PO(12'-3%) 24-7% 192'-21/Pv Pe 0.098 Route 28..... ,©M.E.P.CAD, Inc. M1 AutoSPRlNK®VR8v8.0.36 01/11/2010 3:55:22PM Page 7 [Hydraulic AnaJysis I Job Number: 09-655 Reoort Descriotion: 0rdinry Groun I fpType Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream CM 4.3100 9.51 0.21 120 0.000034 12'-0 12'-( Pf Pe Pv 0.000 0.037 42 14'-1% 9.500 44 14-0% 9.538 CM 4.3100 20.79 0.46 120 0.000143 11'-111/2 11'-111% Pf Pe Pv 0.002 0.037 44 14-0% 11.28 9.538 Flow (q) from Route 40 46 13-11% 9.576 ..... Route 29• • RN 2.1570 10.95 0.96 120 0.001275 0'111/JPf 1231 13'31 0.017 Pe -0.424 Pv 115 13-11 9.622 P0(12-31/2) 116 14-101/2 9.215 Go ..... Route 30 ..... RN 2.1570 11.14 0.08 120 0.001316 1'- Pf 0.018 113 114 13-11 14-11 9.615 9.197 P0(12-31/.) 12-3Y 13'-31/ Pe Pv -0.435 BL 2.1570 11.14 0.98 120 0.001316 14348 Pt 0.221 114 103 14-11 15-0% 9.197 9.370 P0(12-3%) P0(12-3%) 24'-71, 168'-31/ Pe Pv -0.048 Go ..... Route 31 • RN 2.1570 12.51 1.10 120 0.01632 01-111 N 0.022 50 49 14-101/2 13'-111/2 9.544 12.51 9.126 Flaw (q) from Route 38 P0(12-3%) 12'-3Y 13'-2Y Re Pv 0.397 ea .Route 32 ..... CM 4.3100 21.32 0.47 120 0.000150 12'-0 Pf 0.002 73 75 13-11% 13-9% 9.290 9.361 12'-Pv Pe 0.069 Ga • • Route 33 ..... RN 2.1570 10.75 0.94 120 0.001234 1'- N 0.017 64 63 14-4 15'-9 9.219 8.624 P0(12-3%) 12'-3Y 13'-8Y Re Pv -0.612 BL 2.1570 10.75 0.94 120 0.001234 181'-: Pf 0.275 63 30 16-9 16-6 8.624 8.998 P0(12-31/2) 4fE(4'-31/2), P0(12-31/2) 41'-1 223'-i Pe Pv 0.098 RN 2.1570 10.75 0.94 120 0.001234 V-1 I/ Pt 0.017 30 31 15-6 14-4% 8.998 9.496 PO(12'-3%) 12-3Y 13'- Pe Pv 0.482 Goe s ... Route 34••••• BL 1.4420 2.37 0.46 120 0.000533 100'- N 0.069 187 198 14-10 14-11 9.308 9.352 P0(7-5) 6LtE(2'-5%), P0(7-5) 29'-8Y 129814Pv Re -0.025 • • Route 35'•••• _ RN 2.1570 10.87 0.95 120 0.001259 0-lW Pf 0.017 117 118 13-11 14-10 9.626 9.229 PO(12'-3%) 1231/ 13'- Pe Pv -0.414 BL 2.1570 10.87 0.95 120 0.001259 143'- Pf 0.212 118 107 14-10 14-11% 9.229 9.393 P0(12-3%) Z, PO(12'-3%) 24'-7Y 16831/ Pe Pv -0.048 RN 2.1570 10.87 0.95 120 0.001259 0'-lOY Pf 0.017 107 106 14-11% 14-1 9.393 9.794 P0(12-3%) 12-3Y 13'-2Y Pe Pv 0.385 -Route 36 ..... ___ RN 2.1570 13.20 1.16 120 0.001801 l'1l4Pf 0.024 26 27 15-4% 14-3 13.20 9.151 9.657 Flow (q) from Route 37--j P0(12-3%) 12'-3Y Pe 13'-SjP 0.482 Ow ..... Route 37 ..... BL 2.1570 13.20 1.16 120 0.001801 167-71 Pf 0.346 59 26 15-7 15-4% 14.21 8.706 9.151 Flow (q) from Route 49 PO(12'-3%) 24'-7Y 192'-214Pv Re 0.098 ab ..... Route 38 • RN 2.1570 12.51 1.10 120 0.001632 1-1Y Pt 0.022 81 82 1331/2 14'-51/2 9.581 9.108 P0(12-3%) 12'-31/ 13'-5Y Re Pv -0.495 BL 2.1570 12.51 1.10 120 0.001632 103'4 Pt 0.209 82 50 14-5% 14-101/2 9.108 9.126 P0(12-3%) PO(12'-31/2) 24'-71/ 128- Pe Pv -0.191 ••". Route 39 ..... RN 2.1570 10.30 0.90 120 0.001139 1'-Pf 0.016 79 80 13-5% 14'-101/2 8.916 9.512 P0(12-3%) 123l/ 13'-814Pv Pe -0.612 Gb ..... Route 40 ..... RN 2.1570 11.28 0.99 120 0.001347 1'-1YPf 0.018 45 44 15'-l% 14-0% 11.28 9.038 9.538 Flow (q) from Route 41 PO(12'-3%) 12-3/ 13'- Pe Pv 0.481 ,©M.E.P.CAD, Inc. 11 AutoSPRlNK®VR8v8.0.36 01/11/2010 3:55:22PM Page 8 jjjl jHjdraulic.Ana.lysis Job Number: 09-655 ©M.E.P.CAD, Inc. Ifi AutoSPRINK®VR8v8.0.36 01/11/2010 3:55:22PM Page 9 '- - AO Arm-Over Diameter BL Branch Line Elevation CM Cross Main Flow ON Drain Discharge DR Drop Velocity DY Dynamic Pressure FM Feed Main Length FR Feed Riser Friction Loss MS Miscellaneous HWC OR Outrigger Pt RN Riser Nipple Pn SP Sprig Pf ST Stand Pipe Pe UG Underground Pv Units Legend Inch Foot gpm gpm fps psi Foot psi/Foot Hazen-Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe Job Number: 09-655 11 Hy0rau1iç:Ana1ysis I Report Description: Ordinary Group Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeW Deluge Valve DPV Dry Pipe Valve E 900 Elbow EE 450 Elbow Eel 11W Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve Pry Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 900 Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ,©M.E.P.CAD, Inc. §1 AutoSPRlNK®VR8v8.0.36 01/11/2010 3:55:22PM Page 10 1110yoraulic G,raph Job Number: 09-655 fl...,......:.,;..... r..J:........ . Cs..... . I Supply at Node I 150— 135— 120— 105— Static Pressure 100.000 ---- 90 -7 - 90O0_95.000 a a ID a- 60- 45— 30—-- _485•13@23•247 - 15 — System demand curve____________ :.- - - 0_uIi1Ai.LLU.u.uHH1tt1 HIlt 11111111 11111111 111111111 11111111 I 111111 I \00 200 300 400 500 600 700 800 900 1000 Water flow, gpm Hydraulic Graph Supply at Node 1 Static: Pressure 100.000 Residual: Pressure 95.000 @ 890.00 Available Pressure at lime of Test 98.373 @485.13 System Demand 23.247 @485.13 System Demand (Inducting Hose Allowance at Saurce) 23.247 @485.13 , 0 M.E.P.CAD, Inc. 11 AutoSPRINK® VR8 v8.0.36 01/11/2010 3:54:45PM Page 1