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2792 GATEWAY RD; ; AS060266
9/12/23,2:37 PM AS060266 Permit Data City of Carlsbad Sprinkler Permit Job Address: 2792 GATEWAY RD Permit Type: SPRINK Parcel No: 2132630800 Lot #: 0 Reference No.: Permit No: AS060266 Status: ISSUED Applied 11/9/2006 Approved: 11/9/2006 Issued: 11/9/2006 PC #: Inspector: Project Title: BRESSI RANCH, BLDG. J SIX FIRE SPRINKLER INSPECTIONS @ $62/EA Applicant: SHASTA FIRE PROTECTION STEB 345 NO MARKET PL ESCONDIDO CA 760-480-9210 Owner: BRESSI SPECTRUM LLC C/O KENNETH R SATTERLEE 4350 EXECUTIVE DR #301 SAN DIEGO CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 372, 0 372 0 about:btank Ill (S 0. IL H xt r iiii• Static Pressure 000 II".. $ ______________ System demand curve OM iuu________ loop 1UY1Jv I Asc)66U(P4--&W-I~qortDescrlpon: Building V Job Womb., C637 Design Erdinser RRA Job Worn. Pba FAX BRESSI RANCH LOT 40 760-480-9210 760-480-9231 Addr.o, I Stat. Cmli cotionitic.o.. Number - 2792 & 2784 Gateway Road 579318 Ambao. 2 NI.l 213-263-08-00 Carlsbad Fire Department City Stat. Zip Cod. Job Ste - Carlsbad Ca 92009 J&L O.o.lty 0.200gpm1ft2 Am. ctitpØicotloo 1500.00ft2 (Actual 1606.76ft2) Moot Owrnodtag Spd.klv Dot. Hole StrOirno 5.6 K-Factor 25.43 at 20.621 0.00 Cov.mg. Per Gpd.Mor 127.17112 Nornb.rOfS9d.kt.m Culcutit.d 13 System pomow. O.mwd 104.717 System FlomOerniuid 612.09 Total D.mzod Pm..,. Rmdt 612.09 @ 104.717 +14.485(12.2%) Node Flow (aom) Hose Flow(oom) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(apm) 1 1650.00 0.00 120.000 115.000 APPROVED/UBMITTED by PA*t DRE DEPARTMENT • lea i L_L LW OW 1 A$J 1 qw 1 OW - - 00 Water flow, gpm x. 1, 0 M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 09/21/2006 9:42:33AM Page 1 Job Number: C637 Reoort Descrintion Buildinc, L Jab Nuaabr C637 Design Engineer RRA -U Job N.m. BRESSI RANCH LOT 40 Slot. Calftsdonkicense Number 579318 Address 2792 & 2784 Gateway Road - Alit Carlsbad Fire Department Md1.0 2 213-263-08-00 JOb Sit, J & L cay Carlsbad Slat. ZIP Code Ca 92009 Or" N.m. BressPage1_J_LM.cad Most O.m.ndkrg Spflh.r Oats 5.6 K-Factor 25.43 at 20.621 Occupancy Ordinary Group II Has. Allowance Al S.rac. 0.00 Density 0.200gpmlft2 Ar.. alAppllcstlwr 1500.00ft2 (Actual 1606.76ft2) Additional Has. Supplies Node Flow(or)m) Hydrant At Node 13 250.00 Number Of ltpdnkler. Calculotad 13 Covsr.g. Per 8prtntlsr 127.17ft2 AftPeek RISUItI PriOsw. For Remote Aria(s) Adjacent in Moot R.mutak.a Right: 91.464 Available @ Total Demand (psi) (gpm) Required Safety Margin (psi) (psi) Total Hal. Strum, 250.00 Spites Flaw Dimwit 612.09 TutalWat.r Reqidrid (Incladhig HaonNlcnncs) 612.09 Maitmwn Prim,,. Unbalance In Loop 0.000 Medinum Vslacily Mte. Grated 25.21 between nodes 77 and 76 Mautmwn ValIdly Und.rGnnuaid 2.75 between nodes 15 and 14 Votume capacity of Wat Pip.. Volume capacity of Dip Pip.. 5713.74al Hose Flow Static Residual Flow Node (gpm) (psi) (psi) (gpm) 1 0.00 120.000 115.000 I 1650.00 119.202 I 612.09 104.717 14.485 COWUW y.jç 0 Candid N.m. Ron Aday I Candid Tilt. Designer CantradorNarne Shasta Southwest Pban. 760-480-9210 i Extension [ 6 Mdnaou I 345 North Market Place Suite B FAX 760-480-9231 Mdr.ua 2 E-mall SSW.Ron.A@sbcglobal.net City Escondido Stall Ca Zip Cod. 92029 Web-Sits 2006 9:42:34AM Page 2 Job Number: C637 Report Description: Buildinq L Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hydrant 13 250.00 250.00 0 107.659 Sprinkler 201 34.56 25.43 -- 5.6 38.089 Sprinkler 202 28.71 25.43 5.6 26.292 Sprinkler 203 28.30 25.43 5.6 25.537 Sprinkler 204 28.24 25.43 5.6 25.425 Sprinkler 205 28.28 25.43 5.6 25.499 Sprinkler 206 28.64 25.43 5.6 26.153 Sprinkler 207 30.01 25.43 5.6 28.714 Sprinkler 208 26.52 25.43 5.6 -22.419 Sprinkler 209 26.66 25.43 5.6 22.664 Sprinkler 210 25.80 25.43 5.6 21.220 Sprinkler 211 25.47 25.43 5.6 20.681 c Sprinkler 212 25.43 25.43 5.6 20.621 Sprinkler 213 25.49 25.43 5.6 20.715 Most Demanding Sprinkler Data Page 3 I Ul Job Number: C637 Reoort Descriotion: Buildina L Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 5 2-0 Z 0.000 3 2-0 E(21'-6%) 0.000 - 2 6-0 Hyd 0.000 4 2-0 T(46-2Ya) 108.033 9 2-0 Z 0.000 8 2-0 T(52-92/4) 107.996 12 2'-0 T(52-93/4) 107.992 11 2-0 LtE(22-0%) 0.000 - 10 2-0 LtE(19-7Y2) 0.000 - 6 2-0 LtE(19'-7%) 0.000 7 2-0 LtE(22-03/4) 0.000 30 12-8Y4 T(5-9'h), T(6'-7%) 105.71 24 12'-0 P0(8'-8%) 106.01 25 12-0 P0(8-8%) 106.01 26 12-0 P0(8-83/4) 106.01 27 12-0 P0(8-83/4) 106.011 28 12'-0 P0(8-8%) 106.011 29 12-0 PO(8-8%) 106.011 15 -3'-O T(46'-2Ya) 109.543 14 4-0 E(14-0) 109.436 16 4-0 112.517 17 4-0 0.000 18 4-0 LtE(22-03/i) 109.517 19 4-0 T(57-92/4) 109.517 37 12-0 P0(6-7%) 38.053 42 12-10% 2T(6-7%) 39.080 43 12-10% 40.409 44 12-10% 47.260 45 12'-10% 74.189 46 12-10% 82.901 36 11'-3 P0(6-7%) 87.237 47 12-10% 2T(6-7%) 84.591 20 4-0 106.526 48 1V-3 LtE(6-2%) 92.896 49 1V-3 2T(18-7%) 87.542 41 11-0 104.765 34 12-0 P0(6-71/2) 37.944 50 13-2% 2T(6-7%) 39.648 i 51 13-2% 41.676 52 13'-2% 52.120 53 13'-2% T(6-7'/a) 52.316 54 13-2% 52.526 55 13-2% 65.256 56 13-2% T(6-7%), T(8-83/4) 68.971 57 13-2% 70.647 58 13'-2% 79.060 38 11'-3 P0(6-7%) 83.515 1 59 13-2% 2T(6-7%) 80.693 t 33 17-0 P0(6-7%) 37.487 60 13-7 2T(6-7%) 37.836 61 13-7 38.848 62 13-7 PO(5-9Y4) 40.034 63 13-7 74.720 39 1V-3 PO(6-7%) 81.806 64 13-7 2T(6'-7%) 77.410 32 - 12'-0 P0(6-7%) 36.620 65 13-2% 2T(6-7%) 33.448 66 13-2% 31.045 67 13-2% PO(5'-9%)- 27.673 -- 68 13-21A PO(5-91/4) 26.881 69 13-2% PO(5'-9%) 26.763 1 - - 70 13-2% P0(5-9%) 26.841 1 71 13'-2% P0(5-91/4) 27.527 72 13-2% 28.457 73 13-2% T(6-7%) 28.671 - 74 13'-2% 28.938 - 75 13-2% PO(5'-91/4) 30.212 76 13-2% 51.847 - 77 13-2% T6-7%)- 52.233 78 13-2% 52.593 -79 13-2% 71.814 40 11-3 - P0(6-7%) 80.898 80 13-2% 2T(6-7%) 75.545 21 4-0 LtE(19'-7%) - 106604 1 --- 22 4-0 LtE(22-0%) - 109395 23 4-0 T(52-9%) 109.468 31 12-0 PO(6-7%) 36332 21/2006 9:42:35AM Page 4 Job Number: C637 Reøort DescriDtion: Buildina L Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 81 12-1034 2T(6'-7%) 32.288 82 12-10% 28.785 83 12-10% 1 PO(5'-91/4) 23.868 84 12-1034 i PO(5'-9Y4 22.352 85 12-10Y4 1 P0(5-9%) 21.786 86 12'-10% P0(5'-9%) 21.724 87 12'-103' P0(5-934) 21.822 88 12'-10% 22.153 89 12-10% 21(6'-7Ya) 22.960 - 90 12101A 62.040 91 12-1034 74.705 35 11'-3 P0(6-736) 80.696 92 12'-10% 2T(6'-7Ya) 77.164 1 10-0 S 104.717 612.09 13 1'-0 Hyd 107.659 250.00 201 13-7 Spr(-38.089), T(5-9Y4) 38.089 34.56 202 13-236 Spr(-26.292), T(5-9%) 26.292 28.71 203 13-236 Spr(-25.537), T(5-9%) 25.537 28.30 204 13-236 Spr(-25.425), T(5-9Y4) 25.425 28.24 205 13-234 Spr(-25.499), T(5'-9%) 25.499 28.28 206 13'-234 Spr(-26.153), T(5-934) 26.153 28.64 207 13-234 Spr(-28.714), T(5-9%) 28.714 30.01 208 12-10% Spr(-22.419), T(6-736) 22.419 26.52 209 12-10% Spr(-22.664), T(5-9%) 22.664 26.66 210 12-10% Spr(-21.220), T(5-91/4) 21.220 25.80 1 211 12-1034 k Spr(-20.681), T(5'-9%) 20.681 25.47 212 12-10% I Spr(-20.621), T(5-9%) 20.621 25.43 213 12-1034 1 _Spr(-20.715), T(5-9%) 20.715 25.49 © M.E.P.CAD. Inc. M AutoSPRINK® VR5 v5.2.6 09/21/2006 9:42:35AM Page 5 Job Number: C637 Report Description: Building 'L' Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary .a*** Route 1. .. AO 1.0800 0=25.43 8.91 C=120 0.176104 0- Pf 1.103 212 86 12101h 12101h q=25.43 K=5.6 20.621 21.724 Spr(-20.621) PO(5-9'h) 5-9? 6'-3Y Pe 0.000 Pv BL 1.5360 0=14.26 2.47 C=120 0.010862 9'- Pt 0.098 86 87 17-10% 12-10% 21.724 21.822 9'- Pe 0.000 Pv BL 1.5360 0=39.75 6.88 C=120 0.072377 4'-6-/.1 Pf 0.331 87 88 12'-10Y. 17-10% 21.822 22.153 4-/ Pe -0.000 Pv BL 1.4080 0=39.75 8.19 C=120 0.110569 01-8V Pt 0.808 88 89 W-10% IT-10%22.153 22.960 T(6'-71/2) W-71 7-33 Pc 0.000 Pv BL 1.4080 0=66.26 13.65 C=120 0.284627 14' Pt 5.869 89 73 17-10?. 13'-2% 22.960 28.671 T(6'-7%)20'-7' 6'-7 Pc -0.159 Pv BL 1.6390 Q=135.76 20.64 C120 0.512011 01-6Y 06h/ Pt 0.267 Pc -0.000 Pv 73 13-2% 28.671 74 13-2% 28.938 BL 1.7280 0=135.76 18.57 C120 0.395768 Y-21A 3'-2'i Pt 1.274 Pc -0.000 Pv 74 13'-2% 28.938 75 13-2% 30.212 BL 1.7280 0=165.77 22.68 C=120 0.572649 37'91) Pt 21.635 75 76 13'-236 13-2% 30.212 51.847 37-93 Pc -0.000 Pv BL 1.6390 0=165.77 25.21 C=120 0.740844 0'-0 Pt 0.386 76 77 13'-2% 13'-2% 51.847 52.233 0-0 Pc Pv BL 1.4080 0=92.19 19.00 C=120 0.524335 0-0 01-0 Pt 0.360 Pc Pv 77 13-2% 52.233 - 78 13'-2% 52.593 BL 1.5360 Q=92.19 15.96 C=120 0.343225 56'4 Pt 19.221 78 79 13-2% 13-2% 52.593 71.814 56'-( Pc 0.000 Pv BL 1.4080 Q=92.19 19.00 C=120 0.524335 0'- Pf 3.731 79 80 13-2% 13-2% 71.814 75.545 1(6-7%) 6-7? 7 -114 Pc Pv RN 1.4080 092.19 19.00 C=120 0.524335 1'-113 6'-73 8'- Pt 4.501 Pc 0.853 Pv 80 13'-2% 75.545 40 11'-3 80.898 PO(6'-7%) CM 2.7030 0=165.77 9.27 C=120 0.064809 14'- Pt 0.907 40 39 11'-3 11'-3 80.898 81.806 14'- Pc Pv CM 2.7030 0=243.02 13.59 C=120 0.131520 13- Pt 1.710 39 38 11'-3 11'-3 81.806 83.515 13'- Pc Pv CM 2.7030 0=302.00 16.89 C120 0.196594 V-11I Pt 4.027 38 49 11'-3 11'-3 83.515 87.542 T(18'-7%) 18'-7'/ 201-53 Pc Pv FM 2.7030 0=362.09 20.24 C=120 0.275027 13'- Pt 5.354 49 48 11'-3 11'-3 87.542 92.896 LtE(6'-2%) 6'-23 19-53 Pc 0.000 Pv FR 2.7030 0=362.09 20.24 C=120 0.275027 14-6/ Pt 7.425 48 41 11'-3 V.0 92.896 104.765 f(-0.000), 2LtE(6'-2%) 17-5? 27-C Pc 4.444 Pv UG 8.3900 Q=362.09 2.10 C=140 0.000832 7-8'f Pt 0.025 41 20 11-0 -3-0 104.765 106.526 LtE(22'-O%) 22'-OV 29'-93 Pc 1.737 Pv UG 7.9800 Q362.09 2.32 C150 0.000934 50' Pt 0.078 20 21 4-0 4-0 106.526 106.604 EE(13'-7), LtE(19'-7%) 33-23 83'-2 A Pc Pv UG 8.3900 0=362.09 2.10 C=140 0.000832 10'- Pt 2.790 21 22 -3-0 -3-0 106.604 109.395 - T(59'-4%), BFP(-2.689), E(30'- LtE(22'-O%) 111-1W %), 121'-lW Pc -0.000 Pv UG 7.9800 0=362.09 2.32 C=150 0.000934 20'-I Pt 0.074 22 23 4-0 4-0 109.395 109.468 GV(6-0%), T(52'-9%) 58'-lOY 78'-10Y Pc Pv UG 23 19 9.7900 - 4-0 4.0 Q362.09 1.54 C150 109.468 109.517 0000345 - 139'-lOV 1391-10/ Pt 0.048 Pc Pv 1, 0 M.E.P.CAD, Inc. thAutoSPRINK® VR5 v5.2.6 09/21/2006 9:42:36AM Page 6 Job Number: C637 Reoort Descriotion: Buildina 'L' Pipe Type Diameter Flow Velocity HWC Friction Loss - Length - Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length TotalLength Summary UG 9.7900 0=362.09 1.54 C150 0.000345 62'-1 V, Pt 0.027 19 15 -3'-O -3'-O 109.517 109.543 EE(14'-10) WAC 76'-l1 Y4 Pe Pv UG 9.7900 0=612.09 2.61 C150 0.000912 5801-0 Pt 0.616 15 12 -3'-O 2-0 109.543 107.992 EE(14'-lO), 2GV(6'-9), T(67-5) 95'- 675-9' Pc -2.168 Pv UG 9.7900 0=612.09 2.61 C=150 0.000912 5'- Pt 0.005 12 8 2-0 2'-0 107.992 107.996 5'-( Pc Pv UG 9.7900 0=612.09 2.61 C150 0.000912 40'-C Pt 0.036 8 4 2-0 2-0 107.996 108.033 40'-( Pe Pv UG 9.7900 0=612.09 2.61 C=150 0.000912 160'-21/ Pt 0.152 4 1 2-0 101-0 108.033 104.717 GV(6'-9), S 6'-q 166'-111/4 Pe -3.468 Pv Route 2 AO 1.0800 0=25.47 8.92 C120 0.176573 0'- Pt 1.106 211 85 12'-10%q=25.47 12'-101h K=5.6 20.681 21.786 Spr(-20.681) PO(5'-91h) 5'-9'/ 6'-3Y Pe 0.000 Pv BL 1.5360 0=36.64 6.34 C=120 0.062262 9-1 Pt 0.566 85 84 12'-10% 12'-10Y4 21.786 22.352 91-1 P0 -0.000 Pv BL 1.5360 0=62.44 10.81 C=120 . 0.166906 9-1 Pt 1.516 84 83 12'-10Y 12'10% 22.352 23.868 91-I Pe -0.000 Pv BL 1.5360 0=89.10 15.43 C=120 0.322224. 15'- N 4.917 83 82 12-10% 12-10% 23.868 28.785 15'- Pe -0.000 Pv BL 1.4080 Q=89.10 18.36 C120 0.492253 0,-I 6'-7 T-11 N 3.503 Pe Pv 82 12'-10%28.785 81 12'-10% 32.288 T(6'-7Y2) RN 1.4080 0=89.10 18.36 C=120 0.492253 0'-lOY 6'-7 7'-5 N 3.675 Pe 0.368 Pv 81 12'-10%32.288 31 12-0 36.332 PO(6'-7%) CM 2.7030 0=89.10 4.98 C120 0.020549 14'- Pt 0.288 31 32 12'-0 12-0 36.332 36.620 14'- 14 '1 Pc Pv CM 2.7030 0=161.76 9.04 C=120 0.061942 4' 14'-' Pt 0.867 Pc Pv 32 12-0 36.620 33 12-0 37.487 RN 1.4080 0=42.69 8.80 C=120 0.126196 1'- Pt 1.035 33 60 12'-0 13-7 37.487 37.836 P0(6-7%) 6'-7 8'-2 Pc -0.686 Pv BL 1.4080 0=42.69 8.80 C=120 0.126196 1'- Pt 1.012 60 61 13'-7 13'-7 37.836 38.848 T(6'-7Y2) 6'-7 8'-OY Pc -0.000 Pv BL 1.5360 0=42.69 7.39 C=120 0.082607 14-4>' Pt 1.186 61 62 13-7 13'-7 38.848 40.034 14'-41 Pc -0.000 Pv BL 1.5360 0=77.25 13.38 C=120 0.247481 140'-: N 34.686 62 63 13'-7 13'-7 40.034 74.720 140'-: Pc -0.000 Pv BL 1.4080 0=77.25 15.92 C=120 0.378070 0'-I Pt 2.691 63 64 13'7 13'-7 74.720 77.410 T(6'-7Y2) 671I 7'-lY Pc Pv RN 1.40800=77.2515.92C=120 0.378070 2'- Pt 3.384 64 39 13'-7 11'-3 77.410 81.806 - P0(6-7%) 6-71 8'-11Y Pc 1.012 Pv Go . . ... Route 3..... AO 1.0800 0=25.49 8.93 C120 0.176840 0,-q N 1.107 5-914 Pc 6'-34Pv 213 12'-101h q=25.49 K5.6 20.715 Spr(-20.715) 87 12'-10% 21.822 PO(5'-9%) AC 1.08000=25.809.03 C=120 0.180825 o'-d 5'-9Y 6'-3>Pv Pt 1.132 Pc 0.000 210 12'-1 0% q=25.80 K=5.6 21.220 Spr(-21.220) - 84 12101h 22.352 PO(5'-9Y4) OR 1.4080 0=26.52 5.46 C=120 0.052291 3'-91Pt 6'-7'4 10'-4>Pv 0.542 Pc 208 12-10%q=26.52 K5.6 22.419 Spr(-22.419) 89 12-10% 22.960 T(6'-7%) Route 6'...' 1fr, 0 M.E.P.CAD, Inc. JIAutoSPRlNK® VR5 v5.2.6 09/21/2006 9:42:36AM Page 7 pI Job Number: C637 Renort Deserintinn: fluilrlinn L Pipe Type Diameter Flow Velocity HWC Friction Loss Length I Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary I AO 1.0800 0=26.66 9.34 C120 0.192186 0'-G 5'-9'4 V-31/4 pf 1.203 Pe 0.000 Pv 209 12'-10% q=26.66 K=5.6 22.664 Spr(-22.664) 83 12-10% 23.868 PO(5'-9%) = a • • a . Route 7. AO 1.0800 0=28.24 9.89 C120 0.213743 0,-I 51-91 6-33 Pt 1.338 Pc -0.000 Pv 204 13-2% q=28.24 K5.6 25.425 Spr(-25.425) 69 13'-2% 26.763 P0(5-9%) BL 1.5360 0=12.58 2.18 C120 0.008621 - 9'-I Pt 0.078 69 70 13'-234 13-2% 26.763 26.841 9'-i Pc 0.000 Pv BL 1.5360 Q=40.86 7.07 C=120 0.076182 9'-I Pt 0.686 70 71 13-2% 13-2% 26.841 27.527 9'-( Pe 0.000 Pv BL 1.5360 Q=69.50 12.03 C=120 0.203513 4'-63/4 4'-6V Pt 0.931 Pe 0.000 Pv 71 13-2% 27.527 72 13-2% 28.457 BL 1.4080 0=69.50 14.32 C=120 0.310901 0'-81/4 Pt 0.214 72 73 13-2% 13'-2% 28.457 28.671 0'-8Y Pe 0.000 Pv ..... Route 8 AO 1.0800 0=28.28 9.90 C=120 0.214319 0-6 Pt 1.342 205 70 13-2% 13-2% q=28.28 K=5.6 25.499 26.841 . Spr(-25.499) PO(5'-9%) 5-9Y 6'-3Y4 Pe -0.000 Pv ... Route 9 ..... AO 1.0800 0=28.30 9.91 C=120 0.214613 0'-I 5-93' 6'-3Y Pt 1.344 Pe -0.000 Pv 203 13-2% q28.30 K5.6 25.537 Spr(-25.537) 68 13-2% 26.881 P0(5-9%) BL 1.5360 0=43.95 7.61 C=120 0.087187 9'-1 91-1 Pt 0.792 Pc -0.000 Pv 68 13-2% 26.881 67 13'-2% 27.673 BL 1.5360 Q=72.67 12.58 C=120 0.221006 15'-3 15'-3 Pt 3.373 Pc -0.000 Pv 67 13-2% 27.673 66 13-2% 31.045 BL 1.4080 0=72.67 14.97 C=120 0.337625 0'- 6-73' 7'-lY Pt 2.403 Pc Pv 66 13-2% 31.045 65 13-2% 33.448 T(6 -7%) RN 1.4080 0=72.67 14.97 C120 0.337625 1-23' 6'-7Y 7'-l( Pt 2.645 Pc 0.527 Pv 65 13-2% 33.448 32 12'-0 36.620 PO(6'-7%) . •... Route 10.. AO 1.0800 0=28.64 10.03 C=120 0.219397 0'- Pt 1.374 5'-9%j Pc -0.000 6 P 206 13-236 q=28.64 K=5.6 26.153 Spr(-26.153) 71 13-2% 27.527 P0(5-9%) im essee Route 11•. AO 1.0800 0=28.71 10.06 C=120 0.220477 o'-d Pt 1.381 5'-9Y Pc 0.000 411 202 13'-2% q28.71 K5.6 26.292 Spr(-26.292) 67 13-2% 27.673 PO(5'-9%) . •••• Route 12.•.•• AO 1.0800 0=30.01 10.51 C=120 0.239199 0'-Pt 5'-9Y 6'-34Pv 1.498 Pc -0.000 207 13-236 q=30.01 K=5.6 28.714 Spr-28.714) 75 13-2% 30.212 P0(5-9%) ..... Route 13..'•• AO 1.0800 0=34.56 12.10 C=120 0.310645 0'-Pf 5-934 6'-3Y4Pv 1.945 Pc -0.000 201 13-7 q=34.56 K=5.6 38.089 Spr(-38.089) 62 13'-7 40.034 PO(5'-9%) '••Routc14'•'•' FM 6.0650 0=250.00 2.78 C=120 0.002707 2'-' 14' 16' Pt 0.043 Pc 1.734 Pv 13 11-0 q250.00 107.659 Hyd 14 -3-0 109.436 E(14'-O) LIG 6.0900 0=250.00 2.75 C=150 0.001756 iO' 50'-1 60'-lI Pt 0.107 Pc Pv 14 -3'-O 109.436 15 -3'-O 109.543 GV(4'-7%), T(46'-2%) ' '••'Routc 1599''' CM 2.7030 0=119.07 6.66 C=120 0.035141 13'-I 13'-1 Pt 0.457- Pc Pv 33 12-0 37.487 34 17-0 37.944 RN 1.4080 0=66.30 13.66 C=120 0.284920 1'-23 6'-73 7'-1 Pt 2.232 Pc -0.527 Pv 34 12-0 37.944 PO(6'-7%) - 50 13-2% 39.648 BL 1.4080 0=66.30 13.66 C=120 -- 0.284920 0'- 6-/ 71hi Pt 2.028 Pc Pv 50 13-2% 39.648 T(6'-7%) 51 13-2% . 41.676 (, 0 M.E.P.CAD, Inc. M AutoSPRlNK® VR5 v5.2.6 09/21/2006 9:42:36AM Page 8 Job Number: C637 Report Description: Building 'L' 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 1.5360 0=66.30 11.48 C120 0.186506 56'-1 Pt 10.444 51 52 13-21.4 13'-236 41.676 52.120 56'-C Pe -0.000 Pv BL 1.4080 0=66.30 13.66 C=120 0.284920 01-0 Pt 0.196 52 53 13'-2% 13-236 52.120 52.316 0'-0 Pc Pv BL 1.6390 0=119.07 18.11 C120 0.401707 0'-0 0'.61/ Pt 0.209 Pc Pv 53 13'-2% 52.316 54 13-234 52.526 . BL 1.7280 0=119.07 16.29 C=120 0.310507 41'-( 41' Pt 12.731 Pc 0.000 Pv 54 13-2% 52.526 55 13'-2% 65.256 BL 1.6390 0=119.07 18.11 C=120 0.401707 0'-61 Pt 3.715 55 56 13-234 13-2% 65.256 68.971 T(8'-8%) 81-81 91-: Pc Pv BL 1.4080 0=58.98 12.15 C=120 0.229492 0'-81 Pt 1.676 56 57 13-2% 13-2% 68.971 70.647 T(6'-7%) 6'-73 7'-3Y Pc Pv BL 1.5360 0=58.98 10.21 C=120 0.150223 56-1 Pt 8.412 57 58 13'-2% 13-2% 70.647 79.060 56'. Pc Pv BL 1.4080 Q=58.98 12.15 C=120 0.229492 0'. Pt 1.633 58 59 13-2% 13-2% 79.060 80.693 T(6'-7Ya) 6'-7' 711 Pc P RN 1.4080 Q=58.98 12.15 C120 0.229492 V-1 1114 6'-7 8'- Pt 1.970 Pc 0.853 Pv 59 13'-2% 80.693 38 11'-3 83.515 PO(6'-734) . ••.• Route 16 @ s ees BL 1.4080 0=60.09 12.38 C=120 0.237563 14'-8Y Pt 5.062 56 45 13'-21.4 12-10% 68.971 74.189 T(6'-7%) 6'-71 21'-3Y Pc 0.156 Pv BL 1.5360 0=60.09 10.40 C120 0.155507 56'- 56'- Pt 8.708 Pc 0.003 Pv 45 12'-10Y4 74.189 46 12'-10Y4 82.901 BL 1.4080 0=60.09 12.38 C=120 0.237563 0' Pt 1.691 46 47 17-10% 12'-101h 82.901 84.591 T(6'-7%) 6'-73 7'-11 Pc Pv RN 1.4080 0=60.09 12.38 C=120 0.237563 1-73' 6-73 8'-23 Pt 1.952 Pc 0.694 Pv 47 12'-10Y4 84.591 36 11'-3 87.237 P0(6-7%) CM 2.7030 0=60.09 3.36 C=120 0.009917 12'- Pt 0.306 36 49 11-3 11'-3 87.237 87.542 T(18'-7%) 18'-7/ 30'-9y Pc p •••' 'Route 17''•'' BL 1.4080 0=73.58 15.16 C=120 0.345503 14-83' 13'-2Y 27-11 Pt 9.648 Pc 0.159 Pv 77 13-21.4 52.233 T(6'-7%) 90 12'-101h 62.040 T(6'-7%) BL 1.5360 0=73.58 12.74 C=120 0.226163 56'-C 56'-C Pt 12.665 Pc 0.000 Pv 90 12'-10% 62.040 91 12'-10% 74.705 BL 1.4080 Q=73.58 15.16 C=120 0.345503 0,-I 6-73 7-13 Pt 2.459 Pc Pv 91 12'-101/4 74.705 92 12-10% 77.164 T(6'-7%) RN 1.4080 0=73.58 15.16 C=120 0.345503 1-73' 6'-73 8'-2, Pf 2.839 Pc 0.694 Pv 92 12'-10%77.164 35 11-3 80.696 PO(6'-736) CM 2.7030 0=73.58 4.11 C=120 0.014423 14'-( 14'-( Pt 0.202 Pc Pv 35 11'-3 80.696 40 11-3 80.898 Route 18 o CM 2.7030 0=52.78 2.95 C=120 0.007800 14'-' 14'. Pt 0.109 Pc Pv 34 12-0 37.944 - 37 12'-0 38.053 RN 1.4080 0=52.78 10.87 C=120 0.186839 0'-lOY 6-73 7'-53 Pt 1.395 Pc -0.368 Pv 37 12'-0 38.053 PO(6'-7%) -- 42 12'-10% 39.080 BL 1.4080 0=52.78 10.87 C=120 - 0.186839 0'-1 6'-73 7'-11. Pt 1.330 Pc Pv 42 12'-10% 39.080 T(6'-71.4) 43 12'10% 40.409 131-1.53600=52.789.14 C=120 -0.122303 -- - 56'-I 56'-I Pt 6.850 Pc -0.000 Pv 43 12'-10%40.409 44 17-10%. 47.260 , 0 M.E.P.CAD, Inc. ifi AutoSPRINK® V115 v5.2.6 09/21/2006 9:42:36AM Page 9 Job Number: C637 Report Description: Building L' Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length BL 1.4080 0=52.78 10.87 C120 0.186839 14'-81/4 13-23/4 Pt 5.216 Pe -0.159 44 12-10'h 47.260 53 13-2% 52.316 2T(6'-7Y2) 27'-1 11 Pv ... Route 19. .100 BL 1.5360 0=11.17 1.93 C120 0.006918 9-dpf 0.062 86 17-10% . 21.724 Pc -0.000 85 12101h 21.786 PV .. .. . Route 20 S.... BL 1.5360 0=15.65 2.71 C120 0.012912 94 Pt 0.117 Pe -0.000 69 13-2% 26.763 68 13-2% 26.881 9-1 PV Actual Inside Diameter 4.87 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 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 Dclv Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pc Pressure due to elevation difference between indicated points E 90° Elbow UGUnderground PV Velocity pressure at a point in a pipe EE 45° Elbow Eel 11 %6 Elbow Ee2 22W Elbow f Flow Device 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 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 P,V Pressure Relief Valve PRV Pressure Reducing Valve 0 M.E.P.CAD, Inc. M AutoSPRINK® VR5 v5.2.6 09/21/2006 9:42:36AM Page 10 I Job Number: C637 Report Description: Building 'L Supply at Node I 105- Static Pressure - 120 12.09 150-: 135--- 120.000 - 104.717_ - 650.00115.000 - 90-- 75.. 60 System demand curve 0 LLLU= 11111111 I liii I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I °200 400 600 800 1000 1200 1400 1600 ioo 2000 Water flow, gpm HydrrniUc Giupli Supply at Node 1 Static plauurs 120.000 Rialdujal Prawn 1650.00@ 115.000 AvLI.bI. PrniunTM. Of Tiot 119.202 @612.09 system Osnuand 612.09 © 104.717 System Osmand (IndudIng Ito.. Muw.nc.) 612.09 @ 104.717 Page 11 0 M.E.P.CAD, Inc. 0 AutoSPRINK® VR5 v5.2.6 09/21/2006 9:42:38AM Page 12 -I -- u,,, QUOL-1144PL7 -r" Job Number: C637 F ILE UPY portDescnptuon Buildin Job N~- C637 nEnginaw RRA_______ Jab Nam. PhM I FM BRESSI RANCH LOT 40 760-480-9210 _J_760-480-9231 Addr.0 I StatS Ca 1st. NOmbar 2792 & 2784 Gateway Road 579318 Addrea,2 AHJ 213-263-08-00 Carlsbad Fire Department City stat. zip co" Job 8b Carlsbad Ca .1 92009 J & L Ou"fty kas ntArplic.t1nn 0.200gpm1ft2 1500.00ft2 (Actual 1607.47ft2) Most D.mmidbig Spdnldar Date ken. Stream, 5.6 K-Factor 24.85 at 19.691 0.00 Covera. Par Sprirtitbe Number 0lSpflnklars Calculated 124.25ft2 13 Syttam Pr.utws Damead Systam Flow Demand 103.871 638.43 Total Demand Prestur. R.auft 638.43 @ 103.871 +15.265(12.8%) Node Flow(aom) Hose Flow(aom) Static(psi) Residual(si) --- Identifier Pressure(psi) K-Factor(K) Flow(aom) 1 1650.00 0.00 120.000 115.000 APPROVED SBAD RE EPARTMENT 150- 135- 12 tatic Pressure 120.000 105- 33 8. limoo 43 103.871 Li - 90• 75. . Par emdem ndcurve ---- 30 15 0- L UIiU UliLIL iZIUL u1u lillilll till II 11111 b f 06D0 800 1200 1600 2000 1000 1400 I= War how, gpm I , 0 M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 09/21/2006 9:22:11AM Paae 1 Job Number: C637 Reøort Descrintiôn: Buildina J JobNumbw Design Engineer C637 RRA Job N.m. State CedSc.tloiolUceme Number - BRESSI RANCH LOT 40 579318 Mdreul 2792 & 2784 Gateway Road Carlsbad Fire Department Addm.s2 JObSIIi - 213-263-08-00 J & L City State Zip Cads Orea4ng Nome Carlsbad LCa 92009 Bressi_Pagel_J_LM.cad Most Diminditig $gàtttsvDOW - 0000pOIlCY 5.6 K-Factor 24.85 at 19.691 Ordinaiy Group II Hole Allowance At Sow.. Density Ar.s of Apphcetlon 0.00 0.200g pm/ft2 1500.00ft2 (Actual 1607.47ft2) Additional Heal Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(aom) 13 124.25ft2 Hydrant At Node 13 250.00 ALftPoak Results: Pnioeur. For Remote Amo(.)MJacent To Most Remot.Aiae Right: 88.677 Total Ho.. Sty..... 250.00 Syetmo flow Demand Total Water Required (Induding Hose itilawanc.) 638.43 638.43 Maximum Pressure Unbalance In Loops 0.000 Mwdmian Velodly Above sound 22.05 between nodes 115 and 114 Minimum Volodty Under Omsmd 2.75 between nodes 15 and 14 Volume cep.dty cit Wet Ptyeu Volume capacity of Diy Pipes 5713.74ga1 Hose Flow Static Residual Flow Available @ Total Demand Required Safety Margin L(psi) Node (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) 1 0.00 120.000 115.000 I 1650.00 119.137 I 638.43 1 103.871 15.265 Cantrectur Number -- Contact Name Contint ml. 0 Ron Aday Designer contractor Name Phone Extension -. Shasta Southwest 760-480-9210 6 - Address -- FAX 345 North Market Place Suite B 760-480-9231 Motes. 2 E-mail - SSW.Ron.A©sbcglobal.net City SIde Zip Cod. Web-Sit. Escondido Ca 92029 , 0 M.E.P.CAD, Inc. 11 AutoSPRlNK® VRS v5.2.6 09/21/2006 9:22:12AM Page 2 Job Number: C637 ReDort Descriotion: Buildina J Device Actual Flow (gpm) Minimum Flow (opm) K-Factor (K) Pressure (psi) - Hydrant 13 250.00 250.00 0 106.748 Sprinkler 747 37.63 24.85 5.6 45.154 Sprinkler 748 32.58 24.85 5.6 33.838 Sprinkler 749 32.54 24.85 5.6 33.767 Sprinkler 753 36.22 24.85 5.6 41.824 Sprinkler 754 29.06 24.85 5.6 26.923 Sprinkler 755 29.04 - - 24.85 5.6 26.891 Sprinkler 122 35.82 24.85 5.6 123 40.909 Sprinkler 26.90 24.85 5.6 23.078 - - Sprinkler 759 26.90 24.85 5.6 23.075 Sprinkler 124 25.86 24.85 5.6 21.322 Sprinkler 764 25.87 24.85 5.6 21.339 Sprinkler 125 25.17 24.85 5.6 20.204 Sprinkler 126 24.85 24.85 5.6 19.691 Most Demanding Sprinkler Data 0 M.E.P.CAD, Inc. 0 AutoSPRINK® VRS v5.2.6 09/21/2006 9:22:1 3AM Page 3 Job Number: C637 Report Description: Building 'J Node Elevatlon(Foot) Fittings Pressure(psl) Dlscharge(gpm) 5 2-0 Z 0.000 3 2-0 E(21'-6%) - 0.000 2 6-0 Hyd 0.000 4 2-0 T(46-2Ya) -107.175 9 2-0 Z - 0.000 8 2-0 T(57-9%) 107.136 12 2-0 T(52-93/,) 107.131 11 2-0 LtE(22-03/,) 0.000 10 2-0 LtE(19-7%) 0.000 6 2-0 LtE(19-7%) 0.000 7 2'-0 LtE(22-03/4) 0.000 30 12-8% T(5-9Y4), T(6-7%) 76.643 24 12-0 PO(8'-8%) 76.944 25 12-0 P0(8-8%) 73.236 26 12-0 PO(8-8%) 69.528 27 1.2-0 P0(8-8%) 66.166 98 13-5 T(6-7'/2), T(8'-8%) 62.060 28 12'-0 P0(8-8%) 64.158 116 130h/2 T(6'-7%), T(8-8%) 58.434 29 12-0 P0(8-83/4) 63.603 121 12'-8% T(6'-7Ya), T(8'-8%) 58.250 15 4-0 T(46-2%) 108.632 14 -3-0 E(14-0) 108.525 16 -3-0 105.494 93 V-U 103.729 94 12-0 LtE(6-2'A) . 90.270 97 13-5 T(5-9'h) 47.431 115 13-0% T(5-91h) 35.582 120 12'•8Y4 T(5-9Y4) 35.507 96 13'-5 T(5-91%) 43•945 114 13-0% T(5-9%) 28.334 119 12-8% T(5'-9%) 28.301 159 -5-0 LtE(19-7Ya) 106.538 17 -3'-0 0.000 18 4-0 LtE(22-0%) 108.530 19 4-0 T(52'-9%) 108.602 95 13'-5 T(5'-9%) 42.987 100 13-0% T(5-91h) 24.302 118 12-8% T(5-9%) 24.298 99 13-0% T(5-91h) 22.459 117 128h/ T(5-9%) 22.477 37 12'-0 P0(6-7%) 105.096 36 11-3 P0(6-7%) 105.421 20 4-0 111.602 34 12-0 PO(6-7%) 105.096 38 11-3 PO(6-7%) 105.421 33 12-0 P0(6-7%) 105.096 39 11'-3 P0(6-7%) 105.421 32 12'-0 P0(6-7%) 105.096 40 11-3 P0(6-7%) 105.421 21. 4-0 LtE(19-7%) 111.602 22 3-0 LtE(19-7%) 108.602 23 -3-0 2T(67-5) 108.602 -. 31 2'-0 00(6-7%) 105.096 35 1-3 PO(6'-7Ya) - 105.421 _ 1 01-0 S I 103.871 638.43 13 747 1.-0 '3-5 Hyd 1 Spr(-45.154), T(5-9'h) - 106.748 45.154 250.00 37.63 - -748 130h/a Spr(-33.838),T(5-9Y.) 33.838 32.58 749 12-8Yg Spr(-33.767),T(5'-9%) 33.767 32.54 -753 13-5 Spr(-41.824),T(5-9Y4) 41.824 36.22 754 13!-0% Spr(-26.923),T(5-91h) 26.923 29.06 - 755 17-8% Spr(-26.891),T(5'-9%) 26.891 29.04 122 131-5 Spr(40.909),T(5-9%) 40.909 -35.82 123 - 13-0% Spr(-23.078), T(5-9%) 23.078 26.90 759 12-8% Spr(-23.075), T(5-9%) - 23.075 21.322 21.339 p 25.86 25.87 124 - 764 13-0Ya 12-8% Spr(-21.322), T(5-9%) Sp -21.339). T(5-9%) 125 126 -. 131-0% 12-8% Spr(-20.204), T(5-9%) Spr(-19.691)J(9%) 20.204 -19.691 - 25.17 24.85 , 0 M.E.P.CAD, Inc. 11 AutoSPRINK® VR5 v5.2.6 09/21/2006 9:22:13AM Page 4 Job Number: C637 Report Description: Building 'S IPipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary .. Route I • • AO 1.0800 0=24.85 8.70 C120 0.168746 10w- Pt 2.785 126 117 12'-8Y4 128Y. q=24.85 K5.6 19.691 22.477 Spr(-19.691) T(5-9%) 5-9Y 16 Pc 0.000 Pv BL 1.4080 0=50.72 10.45 C120 0.173586 10 i0 Pt 1.822 Pc Pv 117 12-8Y4 22.477 118 12-8% 24.298 BL 1.4080 0=77.62 15.99 C=120 0.381414 10 Pt 4.003 118 119 12-8% 12-8% 24.298 28.301 10 Pc Pv BL 1.4080 0=106.66 21.98 C=120 0.686675 10 Pt 7.206 119 120 12-8% 12-8% 28.301 35.507 10 Pc Pv BL 1.6390 0=139.20 21.17 C=120 0.536273 33-8Y Pt 22.743 120 121 12-8% 12-8Y4 35.507 58.250 T(8-8%) 8-8V 42- Pc Pv RN 1.6390 0=139.20 21.17 C=120 0.536273 0'-8Y Pt 5.052 121 29 12-8% 12-0 58.250 63.603 PO(8'-8%) 8-8Y 9'- Pc 0.301 Pv CM 2.7030 0=139.20 7.78 C120 0.046913 11-11 tV-li Pt 0.555 Pc Pv 29 120 63.603 28 12-0 64.158 CM 2.7030 0=278.76 15.59 C=120 . 0.169532 11-11 11-i( Pt 2.007 Pc Pv 28 12-0 64.158 27 12'-0 66.166 CM 2.7030 Q=388.43 21.72 C=120 0.313175, 10-8Y 10-8Y Pt 3.362 Pc Pv 27 12-0 66.166 26 12-0 69.528 CM 2.7030 Q=388.43 21.72 C=120 0.313175 11-1( Pt 3.708 26 25 12-0 12-0 69.528 73.236 11.-1c Pc Pv CM 2.7030 0=388.43 21.72 C=120 0.313175 Pt 3.708 25 24 12'-0 12'-0 73.236 76.944 11,-i Pc Pv CM 2.7030 0=388.43 21.72 C=120 0.313175 304 Pt 13.326 24 94 12-0 12-0 76.944 90.270 2LtE(6-2'h) 12-5Y 42-6'/ Pc Pv FR 2.7030 0=388.43 21.72 C=120 0.313175 15-3Y 12-5Y 27- Pt 8.689 Pc 4.769 Pv 94 12-0 90.270 93 1-0 103.729 f(-0.000), 2LtE(6-2Y2) UG 8.3900 Q=388.43 2.25 C=140 0.000947 7- Pt 0.028 93 16 v-0 -3'-O 103.729 105.494 LtE(22-0% ) 22'-0/ -9 29/ Pc 1.737 Pv UG 7.9800 0=388.43 2.49 C=150 0.001064 100-03 Pt 0.177 16 159 -3'-O -5-0 105.494 106.538 2EE(13'-7), 2LtE(19-7'/a) 66-4Y 166-5Y Pc 0.867 Pv UG 8.3900 0=388.43 2.25 C140 0.000947 12- Pt 2.859 159 18 -5'-0 4-0 106.538 108.530 T(59-4%), BFP(-2.742), E(30'-(,%), LtE(22-03/.) i11-11/ 123'-11 3 Pc -0.867 Pv UG 7.9800 0=388.43 2.49 C150 0.001064 15-1 52-9/ 67-9/ Pt 0.072 Pc Pv 18 -3-0 108.530 19 4-0 108.602 T(52-9%) UG 9.7900 Q388.43 1.66 C=150 0.000393 62-1Y Pt 0.030 19 15 4-0 30 108.602 108.632 EE(14-10) 1441 76-11Y Pc Pv UG 9.7900 0=638.43 2.72 C=150 _00986 580-OY Pt 0.666 15 12 -3-0 20 108.632 107.131 -- EE(14-10), 2GV(6-9), T(67-5) 95- 675.91, Pc -2.168 Pv UG 9.7900 0=638.43 2.72 C=150 0.000986 5-( Pt 0.005 12 8 2'0 2'0 107.131 107.136 5( Pc Pv UG 9.7900 0=638.43 2.72 C150 0.000986 4-( Pt 0.039 8 4 20 20 107.136 107.175 40' Pc Pv UG 9.7900 0=638.43 2.72 C=150 0.000986 160'-21 Pt 0.165 4 1 2-0 10-0 107.175 103.871 GV(6'-9), S 6- 166-11 Pc -3.468 Pv '..'' Route 2•''' AC 1.0800 0=25.17 8.82 C=120 0.172807 10'- 2-3/ 13-0Y Pt 2.255 Pc 0.000 Pv 125 13-0',4 q25.17 K5.6 20.204 Spr(-20.204) 99 13.01/a . 22.459 E(2-3~) , 0 M.E.P.CAD, inc. fflAutoSPRiNK® VR5 v5.2.6 09/21/2006 9:22:14AM Page 5 Job Number: C637 Report Description: Building 'J' 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 1.4080 0=51.03 10.51 C=120 0.175562 10'-6 101-6 Pt 1.842 Pe Pv 99 131.01/2 22.459 100 13'-0% 24.302 BL 1.4080 Q=77.93 16.06 C120 0.384265 10-( Pt 4.033 100 114 131.01/a 13'-0%28.334 24.302 10 Pe Pv BL 1.4080 0=106.99 22.05 C120 0.690611 10 10 Pt 7.247 Pc Pv 114 13.01/2 28.334 115 13'-0%35.582 BL 1.6390 0=139.56 21.22 C=120 0.538872 33-8Y 8-83 42- Pf 22.853 Pe Pv 115 13-034 35.582 116 13'-0Ya 58.434 T(8'-8%) RN 1.6390 0=139.56 21.22 C=120 0.538872 1'-01 Pt 5.269 116 28 13'-0% 12.0 58.434 64.158 PO(8-8%) 81-8Y 9193/ Pe 0.455 py Goo - Route 3. so- AO 1.0800 0=25.86 9.06 C=120 0.181631 5-9Y 6-3YPv 0Pt 1.137 Pe 0.000 124 13-0% q=25.86 K=5.6 21.322 Spr(-21.322) 99 13% 22.459 T(5'-9%) an . ••. . Route 4..... AO 1.0800 0=25.87 9.06 C120 0.181763 0-Pf 1.138 764 117 12-81h 12-8'h q=25.87 K=5.6 21.339 22.477 Spr(-21.339) T(5-91h) 5'-9Y 6-31/4 Pe 0.000 Pv Route 5.... AO 1.0800 0=26.90 9.42 C=120 0.195403 5•-9'/ V-31 0'-6iPf 1.224 Pe 0.000 Pv 759 121.81/4 q=26.90 K=5.6 23.075 Spr(-23.075) 118 12-8% 24.298 T(5'-9%) Go ..... Route 6.. AO 1.0800 0=26.90 9.42 C120 0.195426 0'-Pt 1.224 123 100 131.01/a 130% q26.90 K5.6 23.078 24.302 Spr(-23.078) T(5-9%) 51.9 6-3Y4Pv Pc 0.000 o • Route 7 ..... AO 1.0800 0=29.04 10.17 C=120 0.225123 0-61Pf 1.410 755 119 12.83/4 12-8% q=29.04 K=5.6 26.891 28.301 Spr(-26.891) T(51-9Y4) 5'-9y4q 6-3Y4Pv Pc 0.000 ea ..... Route 8••• AO 1.0800 0=29.06 10.18 C=120 0.225367 0- 5'-9Y Pt 1.411 Pc 0.000 Pv 754 13.03/a q29.06 K=5.6 26.923 Spr(-26.923) 114 130% 28.334 T(5'-9%) ..... Route 9 ..... AO 1.0800 0=32.54 11.40 C=120 0.277897 0- Pt 1.740 749 120 12.814 121414 q=32.54 K5.6 33.767 35.507 Spr(-33.767) T(5-9%) 5l.9t/ 61-3YPv Pc 0.000 Go ose .. Route 10'''•• AO 1.0800 0=32.58 11.41 C=120 0.278437 0-Pf 1.744 748 115 13.0% 131.0% q=32.58 K=5.6 33.838 35.582 Spr(-33.838) T(5'-9'/.)6'-3Y 5-9Y Pc 0.000 Pv '.''•Routc11-see _ ___________ AO 1.0800 0=35.82 12.54 C=120 0.331866 0 5-9V 61.33/ Pt 2.078 Pc 0.000 Pv 122 13.5 q=35.82 K5.6 40.909 Spr(-40.909) 95 13-5 42.987 T(5'-9%) BL 1.4080 0=35.82 7.38 C=120 0.091210 10-i 1O1 Pt 0.957 Pc Pv 95 13'-5 42.987 96 13-5 43.945 BL 1.4080 0=72.03 14.84 C=120 0.332200 10'-1 10ll Pt 3.486 Pc Pv 96 13'-5 43.945 97 13-5 47.431 BL 1.6390 0=109.66 16.68 C=120 0.344962 33.83/ 81-8V 42'- Pt 14.629 Pc py 97 135 47.431 98 13'-5 62.060 T(8'-8 3/4) RN 1.6390 0=109.66 16.68 C=120 0.344962 1- 8-8/ 10.13# Pt 3.496 Pc 0.610 Pv 98 131.5 62.060 27 12'0 66.166 PO(88%) ..... Route 1299••• AO 1.0800 0=36.22 12.68 C120 0.338721 50 6'-3Y4Pv 2.121 Pe 0.000 753 13.5 q=36.22 K=5.6 41.824 Spr(-41.824) 96 131.5 43.945 T(5-914) Go ...'. Route 13'''•' AO 1.0800 0=37.63 13.18 C=120 -._0.363598__.__ 0 51.914 6-3YPv Pt 2.277 Pc 0.000 747 13'-5 q=37.63 K=5.6 45.154 Spr(-45.154) 97 131.5 47.431 T(5-914) •••'• Route 14'•''' , 0 M.E.P.CAD, inc. AutoSPRiNK® VR5 v5.2.6 09/21/2006 9:22:14AM Page 6 WE Job Number: C637 Report Description: Budding 1 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings . Eq. Length Summary Upstream Total Length FM 6.0650 0=250.00 2.78 C120 0.002707 7-0 Pt 0.043 13 11-0 q=250.00 106.748 Hyd 14'-0 Pe 1.734 14 4-0 108.525 E(14'-O) 16-01 Pv UG 6.0900 0=250.00 2.75 C150 0.001756 10- Pt 0.107 14 -3-0 108.525 50-1 Pe 15 -3-0 108.632 GV(4-7Y2), T(46-2Y2) 60-1I Pv ( V Actual inside Diameter 487 V Value Of C 100 130 140 150 - . Schedule 40 Steel Pipe inside Diameter / - Factor Multiplying Factor 0.713 1.16 1.33 1.51 AO Arm-Over son 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 Bali 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 Pt Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pc Pressure due to elevation difference between indicated points E 900 Elbow UGUnderground Pv Velocity pressure at a point in a pipe EE 450 Elbow Eel 1W4 Elbow Ee2 221A0 Elbow f Flow Device 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 Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle V P1 Pump In P2 Pump Out PlV Post Indicating Valve P0 Pipe Outlet PiV Pressure Relief Valve PRV Pressure Reducing Valve V 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 ZCap 0 M.E.P.CAD, Inc. flAutoSPRlNK® VR5 v5.2.6 09/21/2006 9:22:14AM Paae 7 ig M.E.P.CAD, Inc. al AutoSPRINKQP VR5 v5.2.6 09/21/2006 9:22:15AM Page 8 Job 1Number: .I14 :10 FIL E IJIPY Job Number: C637 Report Description: Building F Ist Floor Jib tmIb 0s119n Ern. C637 RRA JobNim. - - BRESSI FANCH LOT 40 rLDG's .i &'U 760-430-9210 760-480-9231 Mdmu I Stii. CaUk@UWAJCWM Pbmb 2772 & 2774 Gateway Road 579318 MaiNs 2 AM 213-263-08-00 Carlsbad Fire Department City Slit. zip coo jobitila Carlsbad Ca 92009 E&F JUL O.n.fty iF A,.. at Aypllc.tlos -0.200gpm/ft2 1500.00ft2 (Actual 1547.78ft2) Miii D.,sandla Sydsiluir Diii Hail Stilaflli 5.6 K-Factor 25.00 at 19.930 0.00 C...,.0. P.. Sçulild.r Numb., Of itpdnli.is Calcuilatid 123.26ft2 14 Sluitam Pr.iaw.O.mauid Syal.., Flaw Duivuand 99.368 676.65 Till O.aawd Pr...... Risiull 676.65 @ 99.368 __________ +19.671 (16.5%) Node Flow(aDm) Hose Flow(aom) Static(psi) Residual(osb Identifier Pressure(psi) K-Factor(K) Flow(pom) 1 1650.00 0.00 120.000 115.000 APPROVED 0 APPROVED AS NOTED ,ft 0 NOT APPROVED, RESUBMIT CHECKING IS ONLY FOR COFORMANc V3TII THE OES!G CciCEPT ji THE PROJECT AND CO,;PLWCE WITH THE IrFJRrAPof G;iE: IN iI:E CONTRACT DOCUE1TS. CONTACTOR IS RESPONSIBLE AF f MITTE D AROYZ rut SITE AND FOR THE SBADFE EPAMW IMENr -- 150F P 135 - - -1 120- tatLc Pressure 120.00)_ z 1650.00 115.00(? - 105- - 99.68 176.65 90 45 30 0- hr wiu iiiii.i.L LALLJJ.I 111111111 •_lilt I III P06 8001 ODO 1200 1400 600 1800 2000 Water flow, gp" 0 M.E.P.cAD, Inc. M AutoSPRINKO VR5 v5.2.6 11/06/2006 11 265IAM Pnai I Job Number: C637 Rwnnrf flotwrrinhinn ,iili4inii V iarf 01 n Job Nartibar Dotign Eogliiw C837 RRA Job N.m. Stk CXINonIbIr -- BRESSI RANCH LOT 40 B..DGs J & L 579318 Addr.ul AM) 2772 & 2774 Gateway Road Carlsbad Fire Department Mdmo.2 Job Sit. 213-263-08-00 E & F City IStOf. zip Cod. DmwlogNo= Carlsbad Ca 92009 BressLPage2_E_F.cad Moot D.n.odWç 8yi0i1d.rOde OCCpICy 5.6 K-Factor 25.00 at 19.930 . Ordinary Group II Hosa Alowooc.At Soiro. DIISy kot Of Apptc.tloii 0.00 0.200gpm/ft2 1500.00ft2 (Actual 1547.78112) Additional Ho,. Soyptios Numbor Of Spddldow Calculatid Covurag. Par Sponlclar Node Flow(aom) 14 123.26ft2 Hydrant At Node 2 250.00 Left: 99.368 Right: 99.368 Toll Hot. Sloum, 250.00 Syatim Flow Dunand Total WEar R.qulr.d (bidudiog Hot. itllow000.) 676.65 676.65 Madunan Pr.soot. lk.bduncs In Lap 0.000 Moobnion V.loobyAbov. Dulald 29.15 between nodes 28 and 72 MonVlyUul.rGruaid 2.88 between nodes 1 and 4 Vokoru capacity at WI Pkoi. Vobbm. ospaclly of Oly Ptyas 5823.92ga1 Hose Flow Static Residual Flow Available © Total Demand Required L Safety Margin Node (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) 1 0.00 120.000 115.000 I 1650.00 119.039 I 676.65 99.368 19.671 Conl,ador Nijub.r 0 Conill N.m. Ron Aday - Coot.d Two Designer Contrador Now. icon Eot.naloo Shasta Southwest 760-480-9210 _6 Add!... I FAX 345 North Market Place Suite B 760-480-9231 Mdr.u2 5.ioall city _______ SSW.Ron.A©sbcglobal.net rzpcud. wok-So. Escondido I Slat e_Ca _92029 r, 0 M.E.P.CAD, Inc. M AutoSPRINK® VR5 v5.2.6 11/06/2006 11:26:51AM Page 2 Job Number. C637 Raøort Dsrrintinn Ruildina F 1t Flnnr Device Actual Flow (ppm) Minimum Flow (ppm) K-Factor (K) Pressure (psi) Sprinkler 301 33.06 25.00 _•. _.6 34.846 Sprinkler 302 29.40 25.00 - 5.6 27.E,71 Sprinkler 303 27.17 25.00 5.6 23.539 Sprinkler 304 26.09 25.00 5.6 21.707 Sprinkler 305 25.00 25.00 5.6 19.930 Sprinkler 306 33.23 25.00 5.6 35.214 Sprinkler 307 29.56 25.00 5.6 27.866 Sprinkler 308 27.32 25.00 5.6 23.793 Sprinkler 309 26.23 25.00 5.6 21.942 Sprinkler 310 25.14 25.00 5.6 20.148 Sprinkler 311 34.19 25.00 5.6 37.283 Sprinkler 312 34.26 25.00 5.6 37.429 Sprinkler 313 38.65 25.00 5.6 47.631 Sprinkler 314 37.35 25.00 5.6 44.482 Hydrant 2 250.00 250.00 0 100.769 Most Demanding Sprinkler Data 1, 0 M.E.P.CAD, Inc. 0 AutoSPRINK® V115 v5.2.6 11/06/2006 11:26:52AM Page 3 Job Number: C637 Rennrt crintinn Riiifrf inn F 1t Flnnr Node Elevation(Foot) Fittings Pressure(psi) Discharge(gprn) 27 2r-lo% 0.000 178 25'-10 PO(10'-10%) 0.000 4G 25-10 PO(10'-103/o) 0.000 42 25'-10 PO(10'-103/4) 0.000 44 25'-10 PO(10'-lO%) 0.000 46 25'-10 PO(10'-lO3/4) 0.000 48 25-10 PO(10'-103/4) 0.000 24 11'-3 PO(6'-7Y2) 54.678 71 11'-10 T(6'-71h), T(8'-8%) 46.169 39 1V-2 P0(8-8%) 0.000 25 27'-101A 21(8-8%) 70.317 26 25-10 PO(10'-103/4) 71.210 365 27-10% 2T(8-83/4) 70.317 28 11'-3 PO(6'-7%) 55.240 72 11'-10 T(6-7%), 1(8-8%) 46.649 41 11'-2 PO(8'-8%) 0.000 29 25'-10 PO(10'-10%) 71.210 73 11'-10 2T(5'-9%) 40.028 30 25'-10 PO(10'-103/4) 71.210 31 11'-3 P0(6-7%) 57.301 74 11-10 T(8'-8%), T(6'-7%) 54.407 43 11'-2 P0(8-8%) 0.000 315 11'-10 Spr 49.987 32 25'-10 PO(10'-103/4) 71.210 33 11'-3 PO(6'-736) 60.536 75 11'-10 2T(8'-8%) . 58.107 45 11'-2 PO(8'-8%) 0.000 34 25'-10 PO(10'-103/4) 71.210 35 11'-3 P0(6-7%) 64.941 47 11-2 P0(8-83/4) 0.000 36 25-10 PO(10'-103/4) 71.210 37 11'-3 PO(6'-71A) 69.318 49 11 '-2 P0(8-8%) 0.000 76 11'-3 LtE(7'-3%) 80.846 38 11-3 1(18-7%) 77.528 70 11-0 95.348 9 4-0 97.118 4 4-0 T(46'-2Ya) 102.653 3 4-0 E(14'-O) 102.546 10 4-0 LtE(19'-7%) 97.213 11 4-0 LtE(22'-O%) 102.526 8 4-0 T(52'-9%) 102.635 12 4-0 T(52'-9%) 102.632 16 -8'-0 Z 0.000 5 4-0 Z 0.000 7 -3'-0 LtE(22'-O%) 0.000 6 -3'-0 LtE(19'-7'A) 0.000 15 -8'-0 T(46'-2%) 0.000 19 -8-0 2T(67'-5) 0.000 14 -8'-0 E(21'-6%) 0.000 13 4-0 Hyd 0.000 18 -8'-0 LtE(22'-O%) 0.000 17 -81-0 0.000 23 -8'-0 21(67'-5) 0.000 22 -8'-0 LtE(19'-7%) 0.000 21 -8-0 LtE(19'-7%) 0.000 20 -81-0 Z 0.000 301 11'-10 Spr(-34.846) 34.846 33.06 302 11-10 Spr(-27.571) 27.571 29.40 303 11,-1 Spr(-23.539) 23.539 304 11'-10 Sp 1.707) 21.707 305 11'-lO Spr(-19.930) 19.930 - 25.00 1 51-0 S 99.368 676.65 306 11'-10 Spr(-35.214) 35.214 33.23 307 11'-10 Spr(-27.866) 27.866 29.56 308 11'-10 Spr(-23.793) 23.793 27.32 309 11,-ID Spr(-21.942) 21.942 26.23 310 11,-1 Spr(-20.148) 20.148 25.14 311 11'-10 Spr(-37.283) 37.283 34.19 312 11,-ID Spr(-37.429) 1 37.429 34.26 313 11'-10 Spr(-47.631) 47.631 1- 38.65 314 11-10 Spr(44.482) 44.482 1 37.35 2 1'-0 JL 100.769 250.00_1__.___ 0 M.E.P.GAD, Inc. 0 AutoSPRINK® VR5 v5.2.6 11/06/2006 11:26:53AM Page 4 Inj Job Number: C637 Report Description: Building F 1St Floor Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary Fcute *sofa BL 1.0800 Q=5.00 8.76 C120 0.17065 10'- Pt 1.777 305 304 11'-10 11-10 q=25.00 K=5.6 19.930 21.707 Spr(-19.930) 101- Pe Pv BL 1.4080 0=51.09 10.53 C=120 0.175950 10'- Pt 1.832 304 303 11'-10 11-10 q=26.09 K=5.6 21.707 23.539 Spr(-21.707) 10'-f Pe Pv BL 1.4080 Q=78.26 16.13 C=120 0.387263 101-f Pt 4.032 303 302 111-1 11'-10 q=27.17 K=5.6 23.539 27.571 Spr(-23.539) 10'-fPv Pe BL 1.4080 0=107.66 22.18 C=120 0.698702 1o'-1 Pt 7.275 Pe Pv 302 11-10 q=29.40 K=5.6 27.571 Spr(-27.571) 301 11'-10 . 34.846 BL 1.6390 0=140.72 21.40 C=120 0.547169 11'-11 Pt 11.323 301 71 11'-10 ii'-iO q=33.06 K=5.6 34.846 46.169 Spr(-34.846) T(8'-8%) 8'-8V 20'-8Y Pc Pv RN 1.4080 0=140.72 29.00 C=120 1.146637 0'- Pt 8.256 71 24 11110 11'-3 46.169 54.678 PO(6'-7%) 6'-73 7'-23 Pe 0.253 Pv CM 2.7030 0=140.72 7.87 C=120 0.047866 Pt 0.562 24 28 11'-3 11-3 54.678 55.240 11,_i Pe Pv CM 2.7030 0=282.20 15.78 C=120 0.173416 - 11.-1Y Pt 2.061 28 31 11'-3 11'-3 55.240 57.301 111-1011 Pc Pv CM 2.7030 Q=358.20 20.03 C=120 0.269579 12-I Pt 3.235 31 33 11'-3 11-3 57.301 60.536 12'-Q Pe Pv CM 2.7030 0=426.65 23.85 C=120 0.372559 11'-9/ Pt 4.405 33 35 11'-3 11-3 60.536 64.941 11'-9/ Pe Pv CM 2.7030 0=426.65 23.85 C=120 0.372559 11'- Pt 4.378 35 37 11'-3 11-3 64.941 69.318 11,-i Pe Pv CM 2.7030 Q=426.65 23.85 C=120 0.372559 3'-4i 18'-7Y 22'-O Pt 8.210 Pc Pv 37 11'-3 69.318 38 11'-3 77.528 T(18'-7~) FM 3.3140 0=426.65 15.87 C=120 0.138092 16'- Pt 3.318 38 76 11'-3 11'-3 77.528 80.846 LtE(7'-3Y1) 7'-3Y 24'-OY Pc Pv FR 2.7030 0=426.65 23.85 C=120 0.372559 14'-6Y Pt 10.058 76 70 11-3 11-0 80.846 95.348 f(-0.000), 2LtE(6'-2.4) 12'-5Y 27'. Pe 4.444 py UG 8.3900 0=426.65 2.48 C140 0.001126 7'- Pt 0.034 70 9 11-0 -3'-O 95.348 97.118 LtE(22'-O%) 22'-OV 29-9! Pc 1.737 Pv UG 7.9800 0=426.65 2.74 C=150 0.001265 55'S Pt 0.094 9 10 -3-0 -3-0 97.118 97.213 LtE(19'-7Y2) 1971 7471 Pv Pc UG 8.3900 0=426.65 2.48 C140 0.001126 10'. 111'-IW %), 121-113, Pt 5.313 Pc -0.000 Pv 10 -3-0 97.213 11 4-0 102.526 T(59'-41/2), BFP(-5.176), E(30'-( LtE(22'-03h) UG 7.9800 0=426.65 2.74 C=150 0.001265 25'- Pt 0.106 11 12 -3'-0 -3-0 102.526 102.632 GV(6'-01/a), T(52-93/.) 58'-lOY 83-bY Pc Pv UG 9.7900 0=426.65 1.82 C=150 0.000468 5'- Pt 0.002 12 8 4-0 4-0 102.632 102.635 5' Pc Pv UG 9.7900 0=426.65 1.82 C150 - 0.000468 40' Pt 0.019 8 4 -3'-0 4-0 102.635 102.653 Pc 40'-O Pv UG 9.7900 0=676.65 2.88 C=150 0.001098 160'-21 Pt 0.183 4 I 4-0 51-0 102.653 99.368 GV(6'-9), S 6'- 166'-111 Pc -3.468 Pv .. •• Route 2..... BL 1.0800 0=25.14 8.80 C=120 0.172360 101- 101- Pt 1.795 Pc Pv 310 11-10 q=25.14 K=5.6 20.148 Spr(-20.148) 309 11'-10 21.942 BL 1.4080 0=51.37 10.58 C=120 0.177723 1 V-1 i 101-01 Pt 1.851 Pc Pv 309 11'-10 q=26.23 K=5.6 21.942 Spr(-21.942) 308 11'-lO 23.793 , 0 M.E.P.CAD, Inc. MAutoSPRINKOD VR5 v5.2.6 11/06/2006 11:26:53AM Page 6 lu_nnLl_ILII.nlqls1 Job Number: C637 Report Description:Building F 1st Floor Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary I Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream [aL 1.40b1) 0=78.68 16.21 C=120 0.391155. Irl 10'-s Pt 4.073 Pc Pv 308 11'-10 q=27.32 K5.6 23.793 Spr(-23.793) 307 11-10 27.866 - BL 1.4080 0=108.25 22.30 C=120 0.705693 10'- Pt 7.348 307 306 111-1 111-1 q=29.56 K=5.6 27.866 35.214 Spr(-27.866) 10'. Pe Pv BL 1.6390 0=141.48 21.51 C=120 0.552612 11'-11 Pt 11.435 306 72 11'-10 111•10 q=33.23 K=5.6 35.214 46.649 Spr(-35.214) T(81-8%) - 8'-8Y 20'-8Y Pe Pv RN 1.4080 0=141.48 29.15 C=120 1.158043 0'- Pt 8.338 72 28 ill-b 11'-3 46.649 55.240 P0(6-7%) 6'-7 7'-2 Pc 0.253 Pv Route 3 . . S S. BL 1.0800 0=34.19 11.98 C=120 0.304561 3'- Pt 2.745 311 73 11'-10 11'-10 q=34.19 K=5.6 37.283 40.028 Spr(-37.283) T(5'-9Y.) 5'-9Y 9'-01 Pc Pv BL 1.4080 0=68.45 14.11 C=120 0.302305 26'- W-71 32'-11Y Pt 9.959 Pc Pv 73 11'-10 40.028 315 111-10 49.987 T(6'-71A) BL 1.6390 0=68.45 10.41 C=120 0.144258 38-1 Pt 8.119 315 75 11'-10 111.10 K=5.6 49.987 58.107 2E(4'-4'h), T(8'-8%) 17'-5 56'-3 Pc Pv RN 1.4080 Q=68.45 14.11 C=120 0.302305 0'-71 Pt 2.177 75 33 11110 11'-3 58.107 60.536 PO(6'-7%) 6'-7 T-24 Pc 0.253 Pv . ••• Route 4 • BL 1.0800 0=34.26 12.00 C=120 0.305665 2'- Pt 2.599 312 73 11'-lO 11-10 q=34.26 K=5.6 37.429 40.028 Spr(-37.429) T(5'-9Y) 5'-9Y Pc 8'-Pv s....Route 5..... BL 1.0800 0=37.35 13.08 C=120 0.358588 8'-9 W-911 Pt 3.150 Pc Pv 314 11'-10 q=37.35 K=5.6 44.482 Spr(-44.482) 313 11-10 47.631 BL 1.4080 Q=76.00 15.66 C=120 0.366808 11-bY 6'-7 18'-53/1, Pt 6.776 Pe Pv 313 11'-10 q=38.65 K=5.6 47.631 Spr(-47.631) 74 11'-10 54.407 T(6'-7%) RN 1.4080 Q=76.00 15.66 C=120 0.366808 0'-A 6-7 7'-214 Pt 2.641 Pc 0.253 Pv 74 11.10 54.407 31 11'-3 57.301 P0(6-7%) ... •. Route 6 . e FM 6.0650 Q=250.00 2.78 C=120 0.002707 2' 14'. 16'-1 Pt 0.043 Pc 1.734 Pv 2 11-0 q=250.00 100.769 Hyd 3 -3-0 102.546 E(14'-O) UG 6.0900 0=250.00 2.75 C150 0.001756 i0'- 59-1 60'-ll Pt 0.107 Pc Pe Pv 3 -3-0 102.546 4 -3'-O 102.653 GV(4'-7Ya), T(46'-2%) -- ( Actual Inside Diameter '. Schedule 40 Steel Pipe Inside Diameter 487 Factor / = Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 0 M.E.P.CAD, Inc. !AutoSPRlNK® VR5 v5.2.6 11/flR!flflR 119!ARA Wff Job Number: C637 UNNE Report Description: Building F 1st Floor Pipe Type Diameter Flow Velocity HWC Friction Loss I Length I Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Length Summary Upstream n th Total Lei 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 Backfiow 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 DeW Deluge Valve SP Spng Pt 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 UGUnderground Pv Velocity pressure at a point in apipe EE 450 Elbow Eel 11W Elbow Ee2 22W Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node IT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve 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 Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer I Tee Flow Turn 900 Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 1.,0M.E.P.cAD, Inc. AutoSPRlNK0VR5 v5.2.6 11/06/2006 11:26:53AM Page 0 M.E.P.CAD, Inc. AutoSPRINK® VR5 v5:2.6 11/06/2006 11:26:54AM Page 8