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HomeMy WebLinkAbout2685 STATE ST; ; AS140235; PermitPermit No: AS 140235 Job Address: 2685 STATE ST Permit Type: SPRINK Parcel No: 2030540700 Lot #: 0 Status: ISSUED Applied 9/4/2014 Approved: 9/9/2014 8/15/22, 5:13 PM AS140235 Permit Data City of Carlsbad Sprinkler Permit I, Reference No.: Issued: 9/9/2014 PC #: Inspector: Project Title: RAILYARD LOFTS INSTALLATION OF NEW FIRE SPRINKLER SYSTEM PER NFPA 13 2010 ED. AND A CLASS I WET MANUAL STANDPIPE PER NFPA 14 2010 ED. FOR A NEW 3-LEVEL 4 D.U. RESIDENTIAL BUILDING. Applicant: SYMONS FIRE PROTECTION SUITE R 1050 PIONEER WAY EL CAJON, CA 619-588-6364 Owner: BENJAMIN MARK P0 BOX 7050 RCHO SANTA FE CA Fees ($) Add'l Fees ($) Total ($) Balance ($) 1,624 0 1,624 0 1/1 _____ iiiii• ll 74.35 74.35 Q III iiiui••______ I I UU go 80 70 60 (0 0 50 L 40 30 20 10 4 jHydraulic_Overview Job Number 14-18' Report Description: Residential Job Job Amber meergn Engineer .n 14-181 Francisco Ibarra Job Nerrre Railyard Lofts phone (619) 588-6364 FAX (619) 588-6805 Addrea, I State Co,tkloatioMJconeo Number 2685 State Street Address Carlsbad, CA AHJ Carlsbad Fire Department Address 3 Job Sitellealiding 2685 State Strret System Danaity Area of Appineulon 0.100gpm/ft2 728.00ft°_(Actual 513.42ft2 Most Demanding Sprinkler Data Hone Stream, 4.9 K-Factor 18.40 at 14.101 100.00 Coverage Per Sim nlder 182.00ft° Number Of Sprinklers Cola 4 Sy,tem Preneore Demand System Flow Demand AS140235 54.776 74.35 Toter Demand 174.35 @54.776 Presegire Re,ojo +33.921 (38.20, Supplies Check Point Gauges Node Name Flow(ppm) Hose Flow(ppm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flos Water Supply 1385.00 100.00 89.000 75.000 s oed liii 1dil1l ciritiaiiee I ssitli the curlCnt applicable codes and standards in trace ii tire jutr1e1itirrn. The 0iv11e1 I II cllll(fllctlll 111I\ rittlitr Iris leVlCW in slr1rprrrl 01 an tpplicainritr or .r bullrinG perrnrrt \ rib rh: c':press riclistartclrir liii this 110 icO lit Ito 551) COIl es tile (10 ItCI or Cr11111 rlctrir or 111cil pllilesslrrllal cligilleer or arellilect lrrr sole respiusrhrliiy fur lull compliance with said cmics crrurl slarr(lards. includIng the birildurg code or liii rl' responsibrits liii deficiencies. ChillS. oliilrdsl(lIlS 01 tilieitce it) these plans %Olelllc r of tilt noted ill this res rr'w. kh('( )MivIh'l) AE°PR( t\'Al, hu)r'D API'R( i'rJ,\I.. Ain .()'i-I I) I BuiLding #1 cad f \tter Supply at Node 1(1385.00, 25000, 89 000, 75 000) 1500 1800 2100 2400 2700 3000 Water fl0Wr gpm , © M.E.P.CAD, Inc. 4 I AutoSPRINKtI VR11 01.0.30.0 8/2612014 3:05:38PM Page 1 I1 !41 A~' HydrauIic Summary 1 Job Number 14-181 Renort Derintion Resic1entil Job Job Number 14-181 Doteyn Engines, Francisco Ibarra Job Name Railyard Lofts State CertlfioebostlJv.flse Number Address I 2685 State Street AHJ Carlsbad Fire Department Address 2 Carlsbad, CA Job SIte/Building 2685 State Strret Addreee3 Drawing Nema Building #1 cad System Remote Area(s) Most Demanding Sprinklen Data 4.9 K-Factor 18.40 at 14.101 Occupancy Residential Job Suite Hose All- AtSounoe 100.00 Density 0.100gpm/ft2 AreaofAppgoabon 728.00ft2 (Actual 513.42ff2) Additional bra Supplies Node Flow(aom) Number Of Sprinklers Calculated 4 Coverage Per Sprinter 182.00ff2 AutoPeek Results: Pressure For Remote Area(a) Adjacent To Most Remote Area 280.19gal Total Hess Streams 100.00 System Flew Demand 74.35 Total litterer Required (Including Hoes Allowance) 174.35 Maormum Pressure Unbalance In Loops 0.000 Moolmum Velocity Above Ground 8.09 between nodes 135 and 130 Maelmum Velocity Under Ground 1.82 between nodes 1 and 7 Volume capacity otWst Pipes Volume capacity or Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual (psi) ,. Flow ° Wpm) Available , (psi) '—' Total Demand (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 100.00 89.000 75.000 1385.00 88.697 174.35 54.776 33.921 Contractor Cortnaotor Number 43 Contour Nome Jeff Five Contact lilto Project Manager Name otCortrocror BMG Construction Phone (760) 500-1276 EetenslOn Address r 1623 Maritime Drive FAX Address 2 Carlsbad, CA 92008 Email Address 3 Web.Ste ,©M.E.P.CAD, Inc. AutoSPRlNK®VR11 01.0.30.0 8/26/2014 3:05:39PM Page 2 31Hydraujic Graph Job Number 14-181 Roort Dsc.rintinn Rp.sirfp.nti2l Water Supply at Node I 100- 90 — Static sill Pressure 89.000— 80H 300@75.000 70—--- 60 - 4.35 54.776 CL 174.35 with hose streams S stem demand curve 20- ill.l.l.l..I.l.l.1.l..I..l..i 'IIIIIII 111111111 11111111 liii liii 1111111 I I I I I I I I I I I I I I I 0300 600 900 1200 1500 1800 2100 2400 2700 3000 Water flow, gpm Ilydrastlo Graph Water Supply at Node 1 S105c; Pressure 89.000 Roddual; Pransura 75.000 @ 1385.00 Available Pra55000 CI Time of Teat 88.697 @ 174.35 System Demand 54.776 @ 74.35 System Demand (Inducing Hose Allowance at Source) 54.776 @ 174.35 , © M.E.P.CAD, Inc. AutoSPRlNK® VR11 v1 1.0.30.0 8/26/2014 3:05:40PM Page 3 '~Jjj'[Node Analysis Job Number 14-181 Report Description: Residential Node Elevation(Foot) Fittings Pressure(psi) Discharge(mm) 1 -5-0 S 54.776 74.35 679 40-1 Spr(-14.101) 14.101 18.40 680 40-1 Spr(-14.101) 14.101 18.40 712 40-1 Spr(-14.682) 14.682 18.78 713 40-1 Spr(-14.681) 14.681 18.77 3 1-0 37.997 4 -5-0 E(19-101/2) 40.653 7 -5-0 E(16-8V2) 54.737 14 40-6 T(10'-O), C(10-0) 18.207 29 40-6 T(8'-O) 16.803 30 40-6 1(8-0) 16.836 34 40-6 1(8-0) 16.994 50 40-6 T(8-0) 17.776 101 40-6 T(8-0) 17.007 128 40-6 T(8-0) 16.593 130 40-6 T(8-0) 15.805 135 40-6 T(8-0) 16.400 136 40-6 T(8-0) 15.423 139 40-6 C(5'-O), Tr(1-0) 15.203 140 40-6 C(5-0) 15.202 182 29-7 T(5-0) 23.757 187 40-6 E(11'-O) 18.687 233 29-7 1(5-0) 22.492 234 37-7 E(7-0) 18.635 261 29-7 T(5-0) 23.036 266 29-7 T(5-0) 22.769 342 19-6 E(7-0), T(5'-O) 27.328 343 27-6 E(7-0) 23.505 374 9-0 T(18'-8) 34.518 426 10-0 E(9-0) 33.026 427 28-6 E(11-0) 24.452 434 10-0 P0(10-l1) 33.309 435 10-0 LtE(6-21/2) 33.274 441 9-0 LtE(6-21/2) 34.119 442 10-0 LtE(6-21/2) 33.581 490 10-2 E(4-41/2) 31.727 491 1121/z cplg(1'-O) 31.180 492 18-6 E(7'-O) 27.881 497 10-2 T(8'-8%) 31.980 501 9-0 PO(11-3Y2) 33.607 ,©M.E.P.CAD, Inc. flAutoSPRINK@ VR11 v11.0.30.0 8/26/2014 3:05:41 PM Page 4 I Hydraulic Analysis Job Number: 14-181 Report Description: Residential 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 l ..... DR 1.1010 18.40 6.20 150 0.058315 121h/2 Pf 1.291 680 140 40-1 40-6 18.40 4.9 14.101 15.202 Sprinkler, E(5-0), C(5'-O) 10-0 22-1% Pe Pv -0.190 BL 1.5980 36.02 5.76 150 0.032934 6-81/2 Pt 0.221 140 136 406 40-6 15.202 15.423 681, Pe Pv -0.000 BL 1.5980 23.78 3.80 150 0.015278 89-0 Pf 2.353 136 50 40-6 40-6 15.423 17.776 11Tr(1-0), 5Z, 2E(7'-O), 51(8-0) 65-0 154-0 Pe Pv -0.000 FM 2.0030 43.81 4.46 150 0.015746 641/2 Pt 0.431 50 14 40-6 40-6 20.03 17.776 18.207 Flow (q) from Route 2 Tr(1-0), T(10'-O), C(10'-O) 21-0 2741/2 Pe Pv 0.000 RN 2.0030 43.81 4.46 150 0.015746 0-0 Pt 0.488 14 187 40-6 40-6 18.207 18.687 T(10-0), C(10'-O) E(11'-O) 31-0 31-0 Pe Pv -0.007 RN 2.0030 43.81 4.46 150 0.015746 10-11 Pt 0.330 187 182 40-6 29-7 18.687 23.757 T(10-0) 10-0 20-11 Pe Pv 4.740 RN 2.0030 50.17 5.11 150 0.020233 0-0 Pt 0.223 182 427 29-7 28-6 6.36 23.757 24.452 Flow (q) from Route 9 E(11'-O) 11-0 11-0 Pe Pv 0.472 RN 2.0030 50.17 5.11 150 0.020233 18-6 Pf 0.556 427 426 28-6 10-0 24.452 33.026 E(9'-O) 9-0 27-6 Pe Pv 8.017 AO 2.1040 50.17 4.63 120 0.024060 0-9 Pt 0.281 426 434 10-0 10-0 33.026 33.309 P0(10-11) 10-11 11-8 Pe Pv 0.003 FM 2.7030 74.35 4.16 120 0.014704 12-3 Pt 0.272 434 442 10-0 10-0 24.18 33.309 33.581 Flow (q) from Route 5 LtE(6-2%) 6-2% 18-5% Pe Pv 0.000 FR 2.7030 74.35 4.16 120 0.014704 1-0 Pt 0.106 442 441 10-0 9-0 33.581 34.119 LtE(6'-2%) 6-2% 7-2% Pe Pv 0.432 FM 2.7030 74.35 4.16 120 0.014704 8-6 Pt 0.399 441 374 9,-0 9-0 34.119 34.518 T(18'-8) 18-8 27'-2 Pe Pv 0.000 FR 4.3100 74.35 1.63 120 0.001516 8-0 Pt 0.012 374 3 9-0 1-0 34.518 37.997 8-0 Pe Pv 3.467 UG 4.2600 74.35 1.67 150 0.001062 12-0 Pt 0.055 3 4 1-0 5'0 37.997 40.653 2E(19'10%) 39-9 51-9 Pe Pv 2.601 UG 4.2200 74.35 1.71 140 0.001263 16-0 Pt 14.084 4 7 -5-0 -5-0 40.653 54.737 3E(16'-81/2), t, t(-14.000) 50-2 66-2 Pe Pv UG 4.0800 74.35 1.82 150 0.001310 30-0 Pt 0.039 7 1 -5-0 -5-0 54.737 54.776 Water Supply 30-0 Pe Pv 100.00 Hose Allowance At Source 1 174.35 =. ..... Route 2 ..... DR 1.1010 18.40 6.20 150 0.058317 12-1% Pt 1.291 679 139 40-1 40-6 18.40 4.9 14.101 15.203 Sprinkler, E(5'-O), C(5-U) 10-0 22'11/2 Pe Pv -0.190 BL 1.5980 38.33 6.13 150 0.036933 14-3% Pt 0.602 139 130 40-6 40-6 1.15 15.203 15.805 Flow (q) from Route 3 21r(1 -U) 2-0 1631/z Pe Pv -0.000 BL 1.5980 50.57 8.09 150 0.061674 1-8 Pt 0.596 130 135 40-6 40-6 12.24 15.805 16.400 Flow (q) from Route 157-8-0 T(8-0) 9-8 Pe Pv 0.000 BL 1.5980 20.03 3.20 150 0.011120 1-4 Pt 0.193 135 128 40-6 40-6 16.400 16.593 T(8'-U) T(8'-U) 16-0 17-4 Pe Pv -0.000 BL 1.5980 10.23 1.64 150 0.003206 29-41/2 Pt 0.210 128 29 40-6 40'-6 16.593 16.803 4E(7'-O), T(8'-U) 36-0 654% Pe Pv 0.000 BL 1.5980 20.03 . 3.20 150 0.011120 3-0 Pt 0.033 29 30 40-6 40-6 9.80 16.803 16.836 Flow (q) from Route 7 3-0 Pe Pv -0.000 ©M.E.P.CAD, Inc. AutoSPRlNK®VR11 v1 1.0.30.0 8/26/2014 3:05:42PM Page 5 Hydraulic Analysis Job Number 14-181 Report Description: Residential 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 1.5980 12.48 2.00 150 0.004633 31-0 Pf 0.158 30 34 40-6 40-6 16.836 16.994 3Tr(1'-0) 3-0 34-0 Pe Pv 0.000 BL 1.5980 20.03 3.20 150 0.011120 424 Pf 0.782 34 50 40-6 40-6 7.55 16.994 17.776 Flow (q) from Route 12 6Tr(1'-O), 2E(7'-O), Z, T(8'-0) 28-0 70-4 Pe Pv -0.000 Route ..... DR 1.1010 18.77 6.33 150 0.060531 1-9 Pf 0.711 713 140 40-1 40-6 18.77 4.9 14.681 15.202 Sprinkler, E(5'-O), C(5'-O) 10,-0 11-9 Pe Pv -0.190 BL 1.5980 1.15 0.18 150 0.000056 10,-0 pt 0.001 140 139 40-6 40-6 15.202 15.203 Tr(1'-O) 1-0 11-0 Pe Pv =. ..... Route 4 ..... DR 1.1010 18.78 6.33 150 0.060533 1-9 Pt 0.711 712 139 40-1 40-6 18.78 4.9 14.682 15.203 Sprinkler, E(5'-O), C(5'-O) 10-0 11-9 Pe Pv -0.190 Route ..... RN 1.7280 24.18 3.31 120 0.016260 1-2 Pt 0.203 503 501 10-2 9,-0 24.18 32.897 33.607 Flow (q) from Route 6 P0(11-31/2) 1131,4 12-51/2 Pe Pv 0.507 FM 2.7030 24.18 1.35 120 0.001840 22'-6 Pt 0.099 501 435 9-0 10-0 33.607 33.274 T(18'-8), 2LtE(6'-2V2) 31-1 53-7 Pe Pv -0.432 FM 2.7030 24.18 1.35 120 0.001840 19-5 Pt 0.036 435 434 10-0 10-0 33.274 33.309 19-5 Pe Pv 0.000 __ ..... Route 6 ..... RN 1.5980 30.54 4.88 150 0.024257 0-0 Pt 0.364 101 234 40-6 37-7 30.54 17.007 18.635 T(8'-O), Flow (q) from Route 8 E(7'-O) 15,-0 15-0 Pe Pv 1.264 DR 1.5980 30.54 4.88 150 0.024257 8-0 Pt 0.388 234 233 37-7 29'-7 18.635 22.492 T(80) 8-0 16-0 Pe Pv 3.469 RN 1.5980 24.18 3.87 150 0.015749 0-0 Pt 0.110 233 343 29-7 27-6 22.492 23.505 E(7'-O) 7-0 7-0 Pe Pv 0.903 DR 1.5980 24.18 3.87 150 0.015749 8-0 Pt 0.362 343 342 27'-6 19-6 23.505 27.328 E(7'-O), 1(8-0) 15-0 23-0 Pe Pv 3.461 RN 1.5980 24.18 3.87 150 0.015749 0,-0 Pt 0.110 342 492 19-6 18'-6 27.328 27.881 E(T-O) 7-0 7'-0 Pe Pv 0.443 RN 1.5980 24.18 3.87 150 0.015749 7.31/2 Pt 0.131 492 491 18-6 11-2% 27.881 31.180 cplg(1'-O) 1,-0 8-3% Pe Pv 3.168 RN 1.6390 24.18 3.68 120 0.021035 1-0 Pt 0.113 491 490 11-2% 10-2 31.180 31.727 E(4'-4%) 4-41/2 5-41/2 Pe Pv 0.434 AO 1.6390 24.18 3.68 120 0.021035 2-11 Pt 0.245 490 497 10-2 10-2 31.727 31.980 T(8'-81/2) 8-8% 11.71/2 Pe Pv 0.009 BL 1.7280 24.18 3.31 120 0.016260 53-61/2 Pt 0.917 497 503 10-2 10-2 31.980 32.897 LtE(2'-10) 2-10 564h/2 1 Pe Pv Route ..... BL 1.5980 9.80 1.57 150 0.002965 38-8% Pt 0.210 128 29 40-6 40-6 16.593 16.803 T(8'-O) 10Tr(1'-O), 2E(7'-O) 32-0 70-81/2 Pe Pv 0.000 Route ..... FM 1.5980 30.54 4.88 150 0.024257 9-0 Pt 0.607 135 101 40-6 40-6 16.400 17.007 Tr(1'-O), E(7'O), T(8'-O 16-0 25-0 Pe 1 Pv Route 9 ..... BL 1.1010 6.36 2.14 150 0.008167 55.31/ Pf 0.721 261 182 29'-7 29-7 3.20 23.036 23.757 Flow (q) from Route 10 3Tr(1'-O), 4T(5'O), 2E( '-0) 33-0 8831/2 Pe Pv Route 10 ..... BL 1.1010 6.36 2.14 150 0.008167 12-111/2 Pt 0.277 233 266 29-7 29-7 22.492 22.769 1(5-0) E(5-0), Tr(1'-O), 21(5-0) 21-0 33.111/2 Pe Pv , © M.E.P.CAD, inc. fl AutoSPRiNK5 VR1 1 v1 1.0.30.0 8/26/2014 3:05:42PM Page 6 l-lydrau1ic Analysis Job Number 14-181 Report Description: Residential 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 1.1010 3.20 1.08 150 0.002297 53-1% Pt 0.267 266 29-7 22.769 63-0 Pe 261 29-7 23.036 10E(5-0), 8Tr(1-0), T(5'-O) 11611% Pv 40 ..... Route ll ..... BL 1.1010 3.16 1.06 150 0.002234 59-41/2 Pf 0.267 266 29-7 22.769 60-0 Pe 261 29-7 23.036 10E(5-0), 5Tr(1-0), T(5-0) 1194h/2 Pv ..... Route 12 ..... BL 1.5980 7.55 1.21 150 0.001830 J 42-1 Pt 0.158 30 40-6 16.836 T(8'-O) 44-0 Pe 0.000 34 40-6 16.994 4E(7-0), T(8-0) 86-1 Pv .Route 13 ..... BL 1.5980 12.24 1.96 150 0.004471 41-31/2 Pt 0.381 136 40-6 15.423 T(8'-O) 44-0 Pe 130 40-6 15.805 4E(7-0), T(8-0) 85-3% Pv Equivalent Pipe Lengths of Valves and Fittings (C120 only) 1 C Value Multiplier / Actual Inside Diameter 487 Value Of C 100 130 140 150 1,. Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 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 Backffow 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 22%° 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 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 VVTv1V Water Meter Valve Z Cap ,©M.E.P.CAD, Inc. ijAutoSPRINK®VR1l vll.0.30.0 8/26/2014 3:05:42PM Page 7 {Hydraulic Overview 1 Job Number 14-181 Renort Descriotion: Residential Job Job Number On E,.,.eer 14-181 Francisco Ibarra Job Nenre: Railyard Lofts Phone (619) 588-6364 FAX (619) 588-6805 Add.. I Stone Cehlfltlen/Llconee Nur,,bo, 2685 State Street Address Carlsbad, CA AI'IJ Carlsbad Fire Department Add.. 3 Job Slte/Bolidlng 2685 State Strret System Density Aree ofApp00000n 0.l 00gpmlft2 728. 00ft2 (Actual 496.602) Most Demanding Sprinkler Data Hose Streenre 4.9 K-Factor 18.40 at 14.101 100.00 Cooerege Per SpArider Nunrbe, Of Sprinklers Calculated 182.00ft2 4 Sycten, Preecore Demand Syererrr Flow Der,rend 55.420 75.21 Total Demand 175.21 @ 55.420 Preecure Result +33.274 (37.5%) Supplies Check Point Gauges Node Name Flow(pDm) Hose Flow(porn) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(pDm) 1 Water Supply 1385.00 100.00 89.000 75.000 Building #1 cad Water Supply at Node 1 (1385,00, 250 00, 89.000, 75 000( 100- g- Static Pressure 89.000 iz` 4- 80- 1385.00 75.000 @ 70- 60- 5 2, L 55 , 420 175.21 with hose streams 50 40 EL ~System demand curve 30 10 ALI0- .LLLW.0 JJjJJjj1 2700 1P0012001500 1800 2100 2400 3000 Water flow, gpm (,©M.E.P.CAD, Inc. jjAutoSPRlNK@VR11 01.0.30.0 8/26/2014 3:06:07PM Page 1 - :. ..• -264.44 with hose streams -Y.". I MM Nam= EMMM 1111NEEMMM 'iuui•EMM 1111INNNEMMM __ 1111NEEMM lv'.' go 80 70 6 (0 0 0. 50 40 30 20 10 A Hydraulic Overview Job Number 14-181 Report Description: Residential Job Job Number 14-181 Jab beer. Railyard Lofts Address I 2685 State Street Address 2 Carlsbad, CA Address 3 System Density 0. loogpm/ft2 Most Demanding Sprinkler Data 5.6 K-Factor 25.00 at 19.930 CoVetege Per Sprlrer 400.00ft° System Pressure Demand 77.064 Total Demand 264.44 @ 77.064 anqirurer Francisco Ibarra Ptrefla FAX (619) 588-6364 (619) 588-6805 State CertifioetlerilUeenso Number AHJ Carlsbad Fire Department Job Sita/g110ding 2685 State Strret Area olAppllr.tren 400.00ft° (Actup' Flora Streams 100.00 Number Of Spriffiders Calculi System Fl . Demand AS14023*5 164.44 Pressure Result +11.282 (12.8%) Supplies Ufleciri t°olflt U5ugvs Node Name Flow(ppm) Hose Fiow(ppm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(nom) 1 Water Supply 1385.00 100.00 89.000 75.000 These plaits have been reviewed tot .tip.itetttcotttphiitiK e tritho tile cLitTent applicable o.odec and suindaids III lowe in lii: jurisdiction. 'File 0055cr or oiitF,tclOC nvi oitilise th is co ow in support of an ipploc:itton r o it huolditie C) 1100 05111 the esprens uytdrstaotdtttg 111M titi' Fl) coy III liii sony relieves the owler ii, cottlractor of theit protessiflal engineer or tre'hiilevt or sole rcspil1o1h11111 lir lull eolttl)hitonce with said codes utol sianda:ds. nocluding IlIC building code or or any t'esllonso011ty lot deficiencies. errors, 0000lsstOtts or negligence in these plots osloe(her or not noted in this review. fttte: Rev,wet Rl.(0thlMINl) Av'l'l(.tVAl, Ri'('Ulutl'lhNI) \l'l'lS( )VAI .. AS (i1'F1) L. #1 cad tgater Supply at Node 1(1385 00 250.00, 89.000, 75.000) 1500 1800 2100 2400 2700 3000 Water flOWr gpm , © M.E.P.CAD, Inc. 1] AutoSPRINK® VR11 01.0.30.0 8126/2014 3:02:55PM Page 1 4Hydraulic Summary Job Number 14-181 Reoort Descriotion: Residential Job Job Number 14-181 u,esignngnneer Francisco Ibarra Job Name Railyard Lofts Slate cartl000tlorVLioenea Number Addm000l 2685 State Street AHJ Carlsbad Fire Department Addoeno 2 Carlsbad, CA Job Site/Bulding 2685 State Strret Addr000 3 brewing Name Building #1 cad System Remote Area(s) Moot Demanding Sprinkler Data 5.6 K-Factor 25.00 at 19.930 0owunoy Residential uoe demo How Abow0000At Source 100.00 Density 0.loogpm/ft2 wine of Application 400.00ff2 (Actual 375.46ft2) Additional 1000 Supplies Node Flow(aom) Number 01 Sprinklers Calculated 7 CoverOge Per bprinldor 400.001it2 AutoPeak ReroUte: Pree000. For Remote deea(o)Adjacent To Most Remote Area 280.19gal - Total Mona Stream, 100.00 System Flow Demand 164.44 Total Abler Required (Including Hone Allowance) 264.44 Meelmunr Pressure Unbalance In Loop, 0.000 Maximum Velocity Above Ground 11.28 between nodes 426 and 427 Moe/mum Velocity Under Ground 4.04 between nodes 1 and 7 Volume capacity olWet Pipes Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual (psi) , Flow ' (gpm) Available , (psi) ' Total Demand (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 100.00 89.000 75.000 1385.00 88.346 264.44 77.064 11.282 Contractor ConroaotonNunrber 43 Contact Name Jeff Piva ContadoT,tlo Project Manager Name orControotor BMG Construction Phone (760) 500-1276 Extenelon Address I 1623 Maritime Drive FAX Address 2 Carlsbad, CA 92008 E.rrat Address Wab.SAe ,©M.E.P.CAD, Inc. AutoSPRlNK8VR11 01.0.30.0 8/2612014 3:02:57PM Page 2 [Hydraulic Graph Job Number 14-181 Reôôrt DArintion: Rpsic1ntiI Water Supply at Node I 100 -: - - 90— Static Pressure 89.000- 8O— 264.44 with hose 7.064 streams 1385 00 @ 75.000 70—--- - __ 50— S stem demand curve- 30 20 0....:iii.ij.jj •j.i.i.j.ii_i..iiiitiiiiiiiiiiiiii IIIIlIIl 111111111 111111111 IllIllIllIll 111111 oo 600 900 1200 1500 1800 2100 2400 2700 3000 Water flow, gpm Hyd,aclic Graph Water Supply at Node 1 Static: Pressure 89.000 Residual: Pressure 75.000 @ 1385.00 Available Pressure at Time orlest 88.346 © 264.44 Spots,,, Demand 77.064 @ 164.44 System Demand (Including Floe. AllorrercA at Source) 77.064 © 264.44 (,©M.E.P.CAD, Inc. AAutoSPRINKO VR11 01.0.30.0 8/26/2014 3:02:58PM Page 3 1 Node Analysis Job Number 14-181 Reoort Descriotion: Residential Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -5-0 S 77.064 164.44 667 43-6 Spr(-19.959) 19.959 25.02 671 41-6 Spr(-20.550) 20.550 19.04 681 43-6 Spr(-19.930) 19.930 25.00 691 41-6 Spr(-20.240) 20.240 18.90 695 43-6 Spr(-19.957) 19.957 25.02 701 43-6 Spr(-21.120) 21.120 25.74 702 43-6 Spr(-21.119) 21.119 25.74 3 1-0 59.690 4 -5-0 E(19-101/2) 62.530 7 -5-0 E(16-8%) 76.893 14 40-6 T(10'-O), C(10-0) 31.026 29 40-6 T(8-0) 22.365 30 40-6 1(8-0) 22.598 34 40-6 1(8-0) 23.699 50 40-6 1(8-0) 29.167 65 40-6 T(5'-O), Tr(1-0) 22.089 101 40-6 T(8-0) 25.678 107 40-6 T(5'-O) 22.089 128 40-6 1(8-0) 22.331 130 40-6 T(8'-O) 22.976 135 40-6 1(8-0) 23.019 136 40-6 1(8-0) 23.215 182 29-7 T(5-0) 39.288 187 40-6 E(11'-O) 33.125 233 29-7 T(5-0) 33.706 234 37-7 E(7'-O) 28.537 261 29-7 T(5'-O) 36.106 266 29-7 T(5'-O) 34.929 342 19-6 E(7'-O), T(5-0) 40.135 343 27-6 E(7'-O) 35.091 374 9-0 T(18'-8) 56.171 426 10-0 E(9'-O) 51.148 427 28-6 E(11-0) 40.723 434 10-0 P0(10-11) 52.366 435 10-0 LtE(6-21/2) 52.209 441 9-0 LtE(6-21/z) 54.437 442 10-0 LtE(6-21/2) 53.545 490 10-2 E(4'41h) 45.728 491 11-2% cplg(1-0) 44.800 492 18-6 E(7-0) 41.060 497 10-2 T(8'-81/2) 46.807 501 9-0 P0(11-3%) 52.210 ,©M.E.P.CAD, Inc. iIJAutoSPRlNK®VR11 01.0.30.0 8/2612014 3:02:59PM Page 4 Lydraulic Analysis Job Number 14-181 Report Description: Residential 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 I ..... BL 1.5980 12.78 2.04 150 0.004840 6-0 Pf 0.029 681 667 43-6 43-6 25.00 5.6 19.930 19.959 Sprinkler 6-0 Pe Pv BL 1.5980 37.80 6.05 150 0.035992 8-8% Pt 1.106 667 29 43-6 40-6 25.02 5.6 19.959 22.365 Sprinkler, 2E(7'-O), T(8'-O) 22-0 30-8% Pe Pv 1.301 BL 1.5980 57.30 9.17 150 0.077722 3-0 Pt 0.233 29 30 40-6 40-6 19.51 22.365 22.598 Flow (q) from Route 5 3-0 Pe Pv -0.000 BL 1.5980 35.70 5.71 150 0.032385 31-0 Pt 1.101 30 34 40-6 40-6 22.598 23.699 3Tr(1'-0) 3-0 34-0 Pe Pv 0.000 BL 1.5980 57.30 9.17 150 0.077722 424 Pt 5.468 34 50 40-6 40-6 21.60 23.699 29.167 Flow (q) from Route 11 6Tr(1'-O), 2E(7'-O), Z, T(8'-O) 28-0 704 Pe Pv -0.000 FM 2.0030 96.58 9.83 . 150 0.067955 64% Pt 1.859 50 14 40-6 40-6 39.28 29.167 31.026 Flow (q) from Route 3 Tr(1'-O), 1(10-0), C(1 0'-O) 21-0 2741/2 Pe Pv 0.000 RN 2.0030 96.58 9.83 150 0.067955 0-0 Pf 2.107 14 187 40-6 40-6 31.026 33.125 1(10-0), C(10'-O) E(11'-0) 31-0 31-0 Pe Pv -0.007 RN 2.0030 96.58 9.83 150 0.067955 10-11 Pt 1.423 187 182 40-6 29-7 33.125 39.288 T(1 0'-O) 10-0 20-11 Pe Pv 4.740 RN 2.0030 110.76 11.28 150 0.087561 0-0 Pt 0.963 182 427 29-7 28'-6 14.18 39.288 40.723 Flow (q) from Route 8 E(11'-O) 11-0 11-0 Pe Pv 0.472 RN 2.0030 110.76 11.28 150 0.087561 18-6 Pf 2.407 427 426 28'-6 10-0 40.723 51.148 E(9'-O) 9-0 27-6 Pe Pv 8.017 AO 2.1040 110.76 10.22 120 0.104124 0-9 Pt 1.214 426 434 10-0 10-0 51.148 52.366 P0(10-11) 10-11 11-8 Pe Pv 0.003 FM 2.7030 164.44 9.19 120 0.063853 12-3 Pt 1.180 434 442 10-0 10-0 53.68 52.366 53.545 Flow (q) from Route 2 LtE(6-21/2) 6-2% 18-51/2 Pe Pv 0.000 FR 2.7030 164.44 9.19 120 0.063853 1,-0 Pt 0.461 442 441 10,-0 9-0 53.545 54.437 LtE(6'-21/,) 6-21/2 7-2% Pe Pv 0.432 FM 2.7030 164.44 9.19 120 0.063853 8-6 Pt 1.734 441 374 9-0 91-0 54.437 56.171 T(18'-8) 18-8 27-2 Pe Pv 0.000 FR 4.3100 164.44 3.62 120 0.006582 8-0 Pf 0.053 374 3 9-0 1-0 56.171 59.690 8-0 Pe Pv 3.467 UG 4.2600 164.44 3.70 150 0.004611 12-0 Pt 0.239 3 4 1-0 -51-0 59.690 62.530 2E(19'-101/2) 39-9 51-9 Pe Pv 2.601 UG 4.2200 164.44 3.77 140 0.005485 16-0 Pt 14.363 4 7 -5-0 -5-0 62.530 76.893 3E(16'-81/2), f, f(-14.000) 50-2 66-2 Pe Pv UG 4.0800 164.44 4.04 150 0.005689 30-0 Pt 0.171 7 1 -5-0 -5-0 76.893 77.064 Water Supply 30-0 Pe Pv 100.00 Hose Allowance At Source 1 264.44 ,up ..... Route 2 ..... BL 1.5980 12.22 1.96 150 0.004459 6-0 Pt 0.027 681 695 43-6 43-6 25.00 5.6 19.930 19.957 Sprinkler 6-0 Pe Pv BL 1.5980 37.24 5.96 150 0.035020 8-8 Pt 1.074 695 128 43'-6 40-6 25.02 5.6 19.957 22.331 Sprinkler, 2E(7'-a), T(8'-a) 22-0 30-8 Pe Pv 1.301 BL 1.5980 55.67 8.91 150 0.073679 1-4 Pt 0.688 128 135 40-6 40-6 18.43 22.331 23.019 Flow (q) from Route 12 T(8'-O) 8-0 9'-4 Pe Pv 0.000 FM 1.5980 67.86 10.86 150 0.106280 9-0 Pt 2.659 135 101 40-6 40-6 12.19 23.019 25.678 Flow (q) from Route 7 Tr(1'-O), E(7'-O), T(8'-O) 16-0 25-0 jPv Pe &©M.E.P.CAD, Inc. AutoSPRlNK®VR11 01.0.30.0 8/26/2014 3:03:00PM Page 5 Hydraulic Analysis - Job Number 14-181 Report Description: Residential 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 1.5980 67.86 10.86 150 0.106280 0-0 Pt 1.594 101 234 40-6 37-7 25.678 28.537 T(8'-O) E(7'-O) 15-0 15-0 Pe Pv 1.264 DR 1.5980 67.86 10.86 150 0.106280 8-0 Pt 1.701 234 233 37-7 29-7 28.537 33.706 T(8-0) 8-0 16-0 Pe Pv 3.469 RN 1.5980 53.68 8.59 150 0.068877 0-0 Pt 0.482 233 343 29-7 27-6 33.706 35.091 E(7'-O) 7-0 7-0 Pe Pv 0.903 DR 1.5980 53.68 8.59 150 0.068877 8-0 Pt 1.583 343 342 27-6 19-6 35.091 40.135 E(7'-O), T(8'-O) 15-0 23-0 Pe Pv 3.461 RN 1.5980 53.68 8.59 150 0.068877 0-0 Pt 0.482 342 492 19-6 18-6 40.135 41.060 E(T-0) 7-0 7-0 Pe Pv 0.4.43 RN 1.5980 53.68 8.59 150 0.068877 7-31/2 Pt 0.572 492 491 18-6 112h/2 41.060 44.800 cplg(1'-O) 1-0 83h/2 Pe Pv 3.168 RN 1.6390 53.68 8.16 120 0.091997 1-0 Pt 0.494 491 490 11-2% 10-2 44.800 45.728 E(4'-4'/2) 4'41/2 541/2 Pe Pv 0.434 AO 1.6390 53.68 8.16 120 0.091997 2-11 Pt 1.071 490 497 10-2 10-2 45.728 46.807 T(8'-81/2) 881/2 1171/2 Pe Pv 0.009 BL 1.7280 53.68 7.34 120 0.071111 53-6% Pt 4.009 497 503 10-2 10-2 46.807 50.817 LtE(2'-10) 2-10 56-4% Pe Pv RN 1.7280 53.68 7.34 120 0.071111 1-2 Pt 0.886 503 501 10-2 9-0 50.817 52.210 P0(11-3%) 113h/2 125h/2 Pe Pv 0.507 FM 2.7030 53.68 3.00 120 0.008048 22-6 Pt 0.431 501 435 9-0 10-0 52.210 52.209 T(18'-8), 2LtE(6'-21/2) 31-1 53-7 Pe Pv -0.432 FM 2.7030 53.68 3.00 120 0.008048 19-5 Pt 0.156 435 434 10-0 10-0 52.209 52.366 19-5 Pe Pv 0.000 ..... Route 3 ..... BL 1.5980 1.85 0.30 150 0.000135 6-0 Pt 0.001 702 701 43-6 43-6 25.74 5.6 21.119 21.120 Sprinkler 6-0 Pe Pv -0.000 BL 1.5980 27.58 4.41 150 0.020097 5'-8 Pt 0.556 701 130 43-6 40-6 25.74 5.6 21.120 22.976 Sprinkler, 2E(7'-O), 1(8-0) 22-0 27-8 Pe Pv 1.301 BL 1.5980 15.39 2.46 150 0.006829 31-0 Pt 0.239 130 136 40-6 40-6 22.976 23.215 4Tr(1'-0) 4-0 35-0 Pe 1 Pv BL 1.5980 39.28 6.28 150 0.038649 89-0 Pt 5.952 136 50 40-6 40-6 23.89 23.215 29.167 Flow (q) from Route 11Tr(1'-O), 5Z, 2E(7'-O), 5T(8'-O) 65-0 154-0 Pe Pv -0.000 .Route 4 ..... BL 1.5980 23.89 3.82 150 0.015402 29'-8 Pt 0.796 702 136 43-6 40-6 25.74 5.6 21.119 23.215 Sprinkler, 2E(7'-O), T(8'-O) 22-0 51-8 Pe Pv 1.301 ..... Route 5 ..... SP 1.1010 18.90 6.37 150 0.061253 7-1% Pt 1.415 691 107 41-6 40-6 18.90 4.2 20.240 22.089 Sprinkler, 2E(5'-O), Tr(1'-O), T(5'-O) 16-0 231h/2 Pe Pv 0.434 BL 1.5980 0.47 0.07 150 0.000011 8-31/2 Pt 0.000 107 65 40-6 40-6 22.089 22.089 2Tr(1-0) 2-0 10-3% Pe Pv BL 1.5980 19.51 3.12 150 0.010586 16-0% Pt 0.276 65 29 40-6 40-6 19.04 22.089 22.365 Flow (q) from Route 6 E(7'-O), 3Tr(1'-0) 10-0 26-0% Pe Pv Gb ..... Route 6 ..... SP 1.1010 19.04 6.42 150 0.062120 6-91/2 Pt 1.106 671 65 41-6 40-6 19.04 4.2 20.550 22.089 Sprinkler, E(5'-O), Tr(1'-O), T(5'-O 11-0 17-9% Pe Pv 0.434 .Route 7 ..... BL 1.5980 12.19 1.95 150 0.004438 1,-8 Pt 0.043 130 135 40-6 40-6 22.976 23.019 T(8'-O) 8-0 9-8 Pe Pv 0.000 =...... Route 8 ..... ,©M.E.P.CAD, Inc. !AutoSPRlNKVR11 v1 1.0.30.0 8/26/2014 3:03:00PM Page 6 62' Hydraulic Analysis Job Number 14181 Report Description: Residential Plpq Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Upstream Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 1.1010 14.18 4.78 150 0.036030 5531% Pf 3.182 261 29-7 182 29-7 7.14 36.106 39.288 Flow (q) from Route 9 3Tr(1-0), 4T(5'-O), 2E(5-0) 33-0 8831/2 Pe Pv .Route 9 ..... BL 1.1010 14.18 4.78 150 0.036030 12-111/2 Pt 1.223 233 29-7 266 29'-7 33.706 34.929 T(5'-O) E(5-0), Tr(1'-O), 2T(5'-O) 21-0 33-111/2 Pe Pv BL 1.1010 7.14 2.41 150 0.010133 531h/2 Pt 1.177 266 29-7 261 29-7 34.929 36.106 10E(5'-0), 8Tr(1'-0), T(5'-O) 63-0 116-11/2 Pe Pv -. ..... Route lO ..... BL 1.1010 7.04 2.37 150 0.009857 59'41/2 Pt 1.177 266 29-7 261 29-7 34.929 36.106 1OE(5-0), 5Tr(1'-0), T( '-0) 60-0 119-4% Pe Pv =. ..... Route ll ..... BL 1.5980 21.60 3.46 150 0.012788 42-1 f 1.101 30 40-6 34 40-6 22.598 23.699 1(8-0) 4E(7'-O), T(8'-O) 44-0 86-1 e ~Pv 0.000 ..... Route 12 ..... BL 1.5980 18.43 2.95 150 0.009531 14-4 Pt 0.242 107 40-6 128 40-6 22.089 22.331 4Tr(1'-0), E(7'-0) 11,-a 25-4 Pe Pv -0.000 Equivalent Pipe Ln tlis of Valves and Fittings (C=120 only) Actual Inside Diameter ( Schedule 40 Steel Pipe Inside Diameter 4,87 ) = Factor C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 ,©M.E.P.CAD, Inc. jAutoSPRINK®VR11 v1 1.0.30.0 8/26/2014 3:03:00PM Page Hydraulic Analysis Job Number 14-181 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length IPressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary 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 Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 900 FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Wlliams 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 900 Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 450 Elbow Eel 111/40 Elbow Ee2 221,0 Elbow Flow Device fd Flex Drop FOC Fire Department Connection tiE 90° 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 NV 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 Mrsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD, Inc. AutoSPRINK® VRl 1 vii .0.30.0 8/26/2014 3:03:00PM Page 8 Hydraulic Analysis Job Number 14-181 Report Description: Residential 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 I ..... BL 15980 12.78 2.04 150 0.004840 6-0 Pt 0.029 681 667 43-6 43-6 25.00 5.6 19.930 19.959 Sprinkler 6-0 Pe Pv BL 1.5980 37.80 6.05 150 0.035992 8'81/2 Pt 1.106 667 29 43-6 406 25.02 5.6 19.959 22.365 Sprinkler, 2E(7'a), T(8'O) 22-0 3081/2 Pe Pv 1.301 BL 1.5980 57.30 9.17 150 0.077722 3-0 Pt 0.233 29 30 40-6 40-6 19.51 22.365 22.598 Flow (q) from Route 5 3-0 Pe Pv -0.000 BL 1.5980 35.70 5.71 150 0.032385 31-0 Pt 1.101 30 34 40-6 40-6 22.598 23.699 3Tr(1'-0) 3-0 34-0 Pe Pv 0.000 BL 1.5980 57.30 9.17 150 0.077722 42-4 Pf 5.468 34 50 40-6 40-6 21.60 23.699 29.167 Flow (q) from Route 11 6Tr(1'-O), 2E(7'-O), Z, T(8'-O) 28-0 70-4 Pe Pv -0.000 FM 2.0030 96.58 9.83 150 0.067955 64h/2 Pt 1.859 50 14 40-6 40-6 39.28 29.167 31.026 Flow (q) from Route 3 Tr(1'-O), T(10'-O), C(10'-O) 21-0 2741/2 Pe Pv 0.000 RN 2.0030 96.58 9.83 150 0.067955 0,-0 Pt 2.107 14 187 40'.6 40'6 31.026 33.125 T(10'.0), C(10'-O) E(11'O) 31-0 31-0 Pe Pv -0.007 RN 2.0030 96.58 9.83 150 0.067955 10,-11 Pt 1.423 187 182 40-6 29'-7 33.125 39.288 T(10'-O) 10-0 20-11 Pe Pv 4.740 RN 2.0030 110.76 11.28 150 0.087561 0-0 Pt 0.963 182 427 29'-7 28-6 14.18 39.288 40.723 Flow (q) from Route 8 E(11'-0) 11'-O 11-0 Pe Pv 0.472 RN 2.0030 110.76 11.28 150 0.087561 18-6 Pf 2.407 427 426 28'-6 10,-0 40.723 51.148 E(90) 9-0 27-6 Pe Pv 8.017 AO 2.1040 110.76 10.22 120 0.104124 0-9 Pt 1.214 426 434 10,-0 10-0 51.148 52.366 P0(10-11) 10-11 11-8 Pe Pv 0.003 FM 2.7030 164.44 9.19 120 0.063853 12-3 6.21/2 18.51/2 Pt Pe Pv 1.180 0.000 434 101-0 53.68 52.366 Flow (q) from Route 2 442 10-0 53.545 LtE(6'-21/2) FR 2.7030 164.44 9.19 120 0.063853 1-0 Pt 0.461 442 441 10,-0 9-0 53.545 54.437 LtE(6'-2%) 6-2% 7-2% Pe Pv 0.432 FM 2.7030 164.44 9.19 120 0.063853 8'-6 Pf 1.734 441 374 9,-0 91-0 54.437 56.171 T(18'-8) 18-8 27-2 Pe Pv 0.000 FR 4.3100 164.44 3.62 120 0.006582 8-0 Pt 0.053 374 3 9-0 1-0 56.171 59.690 8-0 Pe Pv 3.467 UG 4.2600 164.44 3.70 150 0.004611 12-0 Pt 0.239 3 4 1,-0 5'0 59.690 62.530 2E(19'lO%) 39-9 51'-9 Pe Pv 2.601 UG 4.2200 164.44 3.77 140 0.005485 16-0 Pt 14.363 4 7 -5-0 -5-0 62.530 76.893 3E(16'-81/2), f, t(-14.000) 50-2 66-2 Pe Pv UG 4.0800 164.44 4.04 150 0.005689 30-0 Pt 0.171 7 1 -5-0 -5-0 76.893 77.064 Water Supply 30-0 1 Pe Pv 100.00 Hose Allowance At Source 1 264.44 Qv .Route 2 ..... BL 1.5980 12.22 1.96 150 0.004459 6-0 Pt 0.027 681 695 43-6 43-6 25.00 5.6 19.930 19.957 Sprinkler 6-0 Pe Pv BL 1.5980 37.24 5.96 150 0.035020 8-8 Pt 1.074 695 128 43-6 40-6 25.02 5.6 19.957 22.331 Sprinkler, 2E(7'-O), T(8'-O) 22-0 30-8 Pe Pv 1.301 BL 1.5980 55.67 8.91 150 0.073679 1-4 Pt 0.688 128 135 40-6 40-6 18.43 22.331 23.019 Flow (q) from Route 12 T(8'-O) 8-0 94 1 Pe Pv 0.000 FM 1.5980 67.86 10.86 150 0.106280 9-0 Pt 2.659 135 101 40-6 40-6 12.19 23.019 25.678 Flow (q) from Route 7 Tr(1'-O), E(7'-O), T(8'-O) 16-0 25-0 Pe Pv , © M.E.P.CAD, Inc. jflAutoSPRINK@VR11 01.0.30.0 8/26/2014 3:03:00PM Page 5 IN IHydrau1ic Analysis Job Number 14-181 Report Description: Residential 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 1.5980 67.86 10.86 150 0.106280 0-0 Pt 1.594 101 234 40-6 37-7 25.678 28.537 T(8'-O) E(7'-O) 15-0 15-0 Pe Pv 1.264 DR 1.5980 67.86 10.86 150 0.106280 8-0 Pf 1.701 234 233 37-7 29'-7 28.537 33.706 T(8'-O) 8-0 16-0 Pe Pv 3.469 RN 1.5980 53.68 8.59 150 0.068877 0,-0 Pt 0.482 233 343 29-7 27-6 33.706 35.091 E(7'-O) 7-0 7-0 Pe Pv 0.903 DR 1.5980 53.68 8.59 150 0.068877 8-0 Pt 1.583 343 342 27-6 19-6 35.091 40.135 E(7'-O), T(8-0) 15-0 23-0 Pe Pv 3.461 RN 1.5980 53.68 8.59 150 0.068877 0,-0 Pt 0.482 342 492 19-6 18-6 40.135 41.060 E(7'-O) 7-0 7-0 Pe Pv 0.443 RN 1.5980 53.68 8.59 150 0.068877 731,4 Pt 0.572 492 491 18-6 11-2% 41.060 44.800 cplg(1-0) 1-0 83h/2 Pe Pv 3.168 RN 1.6390 53.68 8.16 120 0.091997 1,-0 Pt 0.494 491 490 11'21/2 10-2 44.800 45.728 E(4'-41/z) 4-4% 541/2 Pe Pv 0.434 AO 1.6390 53.68 8.16 120 0.091997 2-11 Pt 1.071 490 497 10-2 10-2 45.728 46.807 T(8'-81/2) 8-8% 11-7% Pe Pv 0.009 BL 1.7280 53.68 7.34 120 0.071111 5361/2 Pt 4.009 497 503 10-2 10-2 46.807 50.817 LtE(2'-10) 2-10 56-41/2 Pe Pv RN 1.7280 53.68 7.34 120 0.071111 1-2 Pt 0.886 503 501 10-2 91-0 50.817 52.210 P0(11-3%) 11-3% 12-51/2 Pe Pv 0.507 FM 2.7030 53.68 3.00 120 0.008048 22-6 Pt 0.431 501 435 9-0 101-0 52.210 52.209 1(18-8), 2LtE(6'-2%) 31-1 53-7 Pe Pv -0.432 FM 2.7030 53.68 3.00 120 0.008048 19-5 Pt 0.156 435 434 10,-0 10,-0 52.209 52.366 19-5 Pe Pv 0.000 __ Route 3 ..... BL 1.5980 1.85 0.30 150 0.000135 6-0 Pt 0.001 702 701 43-6 43-6 25.74 5.6 21.119 21.120 Sprinkler 6-0 Pe Pv -0.000 BL 1.5980 27.58 4.41 150 0.020097 6-8 Pt 0.556 701 130 43-6 40-6 25.74 5.6 21.120 22.976 Sprinkler, 2E(7'-O), 1(8-0) 22-0 27'-8 Pe Pv 1.301 BL 1.5980 15.39 2.46 150 0.006829 31-0 Pt 0.239 130 136 40-6 40-6 22.976 23.215 4Tr(1'-O) 4-0 35-0 Pe Pv BL 1.5980 39.28 6.28 150 0.038649 89-0 Pt 5.952 136 50 40-6 40-6 23.89 23.215 29.167 Flow (q) from Route 4 11Tr(1'-O), 5Z, 2E(7-0), 5T(8'-a) 65-0 154-0 Pe Pv -0.000 .Route 4 ..... BL 1.5980 23.89 3.82 150 0.015402 29'-8 Pt 0.796 702 136 43-6 40-6 25.74 5.6 21.119 23.215 Sprinkler, 2E(7'-O), T(8'-O) 22-0 51-8 Pe Pv 1.301 ..... Route 5 ..... SP 1.1010 18.90 6.37 150 0.061253 7-1% Pt 1.415 691 107 41-6 40-6 18.90 4.2 20.240 22.089 Sprinkler, 2E(5-0), Tr(1'-O), T(5-0) 16-0 23-1% Pe Pv 0.434 BL 1.5980 0.47 0.07 150 0.000011 8-3% Pt 0.000 107 65 40-6 40-6 22.089 22.089 2Tr(1'-0) 2-0 10-3% Pe Pv BL 1.5980 19.51 3.12 150 0.010586 16-0% Pf 0.276 65 29 40-6 40-6 19.04 22.089 22.365 Flow (q) from Route 6 E(7'-O), 3Tr(1'-O) 10,-0 26-0% Pe Pv =. ..... Route 6 ..... SP 1.1010 19.04 6.42 150 0.062120 6-9% Pf 1.106 671 65 41-6 40-6 19.04 4.2 20.550 22.089 Sprinkler, E(5'-O), Tr(1'-O), T(5'-a) 11,-a 17-9% Pe Pv 0.434 =. ..... Route 7 ..... BL 1.5980 12.19 1.95 150 0.004438 1-8 Pt 0.043 130 135 40-6 40-6 22.976 23.019 1(8-0) 8-0 9'-8 ~Pv Pe 0.000 =. ..... Route 8 ..... &©M.E.P.CAD, Inc. AutoSPRlNKVR11 01.0.30.0 8/26/2014 3:03:00PM Page 6 ppyI. Dir ~11 Hydraulic Analysis I. I Job Number 14-181 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Upstream Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 1.1010 14.18 4.78 150 0.036030 55-3% Pt 3.182 261 29-7 182 29-7 7.14 36.106 39.288 Flow (q) from Route 9 3Tr(1-0), 4T(5'-O), 2E(5-0) 33-0 88-3% Pe Pv .Route 9 ..... BL 1.1010 14.18 4.78 150 0.036030 12-11% Pt 1.223 233 29-7 266 29-7 33.706 34.929 T(5-0) E(5-0), Tr(1'-O), 2T(5'-O) 21-0 33-11% Pe Pv BL 1.1010 7.14 2.41 150 0.010133 5311/2 Pt 1.177 266 29-7 261 29-7 34.929 36.106 10E(5-0), 8Tr(1-0), T(5-0) 63-0 116-11/2 Pe Pv Go .Route 10 ..... BL 1.1010 7.04 2.37 150 0.009857 59.41/2 Pt 1.177 266 29-7 261 29-7 34.929 36.106 10E(5'-O), 5Tr(1-0), T(5-0) 60-0 119-4% Pe Pv =. ..... Route ll ..... BL 1,5980 21.60 3.46 150 0.012788 42-1 Pt 1.101 30 40-6 34 40-6 22.598 23.699 T(8'-O) 4E(7-0), T(8-0) 44-0 86-1 Pe ~Pv 0.000 __ Route 12 ..... BL 1.5980 18.43 2.95 150 0.009531 144 Pt 0.242 107 40-6 128 40-6 22.089 22.331 4Tr(1-0), E(70) 11-0 254 Pe ~Pv -0.000 lEquivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter ( Schedule 40 Steel Pipe Inside Diameter 1 487 ) Factor C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 ,©M.E.P.CAD, Inc. AutoSPRlNK8tVR11 v11.0.30.0 8/26/2014 3:03:00PM Page 7 Job Number 14-181 eport uescrlption: Keslaentlai Length lPressure Eq. Length Summary Total Length Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backfiow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 900 Elbow EE 45° Elbow Eel 111h° Elbow Ee2 22%° 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 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 WrF Wirsbo WTvlV Water Meter Valve Z Cap I IHvdrauIic Analysis JFALII1 - Pipe ye Diameter Flow Velocity HWC Friction Loss Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream Pipe Type Legend Units Legend AO Arm-Over Diameter Inch BL Branch Line Elevation Foot CM Cross Main Flow gpm DN Drain Discharge gpm DR Drop Velocity fps DY Dynamic Pressure psi FM Feed Main Length Foot FR Feed Riser Friction Loss psi/Foot MS Miscellaneous HWC Hazen-Williams Constant OR Outrigger Pt Total pressure at a point in a pipe RN Riser Nipple Pn Normal pressure at a point in a pipe SP Sprig Pf Pressure loss due to friction between points ST Stand Pipe Pe Pressure due to elevation difference between indicated points UG Underground Pv Velocity pressure at a point in a pipe 1A. © M.E.P.CAD, Inc. AutoSPRINKS VR11 vll.0.30.0 8/26/2014 3:03:00PM Page 8 f tydrauIic Overview Job Number 14-18j. PL Report Description: Ordinary Group I Job Jbfomoe 14-181 -preer Francisco Ibarra Job Nent Railyard Lofts Phone (619) 588-6364 FAX (619) 588-6805 Add.. I 2685 State Street State CerfiflostiondLicerna, Number - — Athtr0002 AHJ Carlsbad, CA Carlsbad Fire Department Add,nno3 Job Silo/ethidlng 2685 State Strret System Density Area ofAppeoo0on 0.150gpm/ft2 1500.00ft° (Actual 1565.29ft2) Most Demanding Sprinkler Dote 0000 Str000nO 5.6 K-Factor 19.50 at 12.125 250.00 Nrnr,bor Of Sprinklorn Cabot Flow AS140235 Coverogo Per SprinOer 76.681 :E: +9.436(11.0%) Check Point Gau, — Total Demand 589.51 @76.681 Supplies Node Name Flow(ppm) Hose Flow(ppm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(gpm) I Water Supply 1385.00 250.00 89.000 75.000 These pialis hm h;i t'\'il'Ws'd 10T -,.jaleilioibilbphinee ilie CIIITCIiI 1p1ltthIC t0dC1 arel ia:bbb1rif hf tee III Pc 1111isdictioll, The owilel or ciltirhiClir butt tiiihie Ps rev will OFi oLifl tip Oilily iii peri.u1 itith tile espres indrsiandiig hi.ii ihi 10 IllS if Ft wilt hivies ihte osiier or chliiraCiibF or their 11bflCssiibital enb.'iilr'Cr or archiheti 1ol sitir csjlifTbIt1bIhi\ for lull coitipi tne will said nudes and i:indi;ds. including the building code or Pr any respiitioihiltv tor deficiencies. errors. oltilysilins or uicyhinence ill thiesc plans Wi ether or lot noted i it tins review. Reviewer: Rh(IJMMENI) AF'PR()VAl. 8u11ding#1.cad Vter Supply at Node 1(1385.00,250.00,89000,75000) 100 o Static Pressure 89.000 1385.00 tj000 t,58 70 9.51 with hose streams .60 r.. 50' System demand curve 4 40 a. 20 10 IL Lilm 11111111JI11 11111111- 1111111 1'-L ....... L' 111111 IlIIIr LL ..... 111 0 27 9P°goo1200isoo 1800 3000 2100 Water flow, gpm ,©M.E.P.CAD, Inc. tIAutoSPRINK®VR11 01.0.30.0 8/26/2014 2:59:39PM Page 1 [Hydraulic Summary Job Joe Number 14-181 Dosrgn Engineer Francisco Ibarra Job N,rrre: Railyard Lofts Stole Cortatcation/Llcoflso Numbs, Address I 2685 State Street AHJ Carlsbad Fire Department Address 2 Carlsbad, CA Job Slteiguldlfly 2685 State Strret Addle,, 3 Drarolrg Name Building #1 cad System Remote Area(s) Most Demanding Sprinkler Data 5.6 K-Factor 19.50 at 12.125 0000pOrrcy Ordinary Group I Job Suffix Hose AllOnr,floe At 500100 250.00 Density 0.150gpm/ft2 Are, of Application 1500.00ft2 (Actual 1565.29ft2) Additional lose Supplies Node Flow(ppm) Number OtSprlrrkiers Calculated 14 Covetsy. Per Sprinkler 1300.00ft2 AutoPeek Results. Pressure For Remote Alec(s) Adjacent To Moat Remote Area 280. l9gal Total Hose Streams 250.00 System Flow Demand 339.51 Total Abler Required (including 11050 Allowance) 589.51 Meolmum Pressure Unbalance In Loops 0.000 Maximum Velodity Above Ground 18.98 between nodes 441 and 442 Morimurn Velocity Under Ground 8.33 between nodes 1 and 7 Volume sepocfty of Wet Pipes Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow (gpm) Available (psi) -" Total Demand (qpm) Required (psi) Safety Margin (psi) Water Supply 250.00 89.000 75.000 1385.00 86.117 589.51 76.681 9.436 Contractor Conbovtot Number 43 Contact NarIta Jeff Five Conrad Title Project Manager NomeolCottractor BMG Construction Prone (760) 500-1276 Errtensuon Address 1623 Maritime Drive FAX Address 2 Carlsbad, CA 92008 Erect Address 3 Wob-Site ,©M.E.P.CADr Inc. 0AutoSPRlNK®VR11 01.0.30.0 8/26/2014 2:59:41 PM Page 2 Job Number 14-181 Renort Descriotion: Ordinary Grout, I Iffilkydraulic Graph Job Number 14-181 Recoil Descnction: Ordinary Grouc I Water Supply at Node I 100- 90 — Static Pressure 89.000- 80- 339.51 @ 76.681 00 @ 75.000 589.51 with hose streams 70—--- 60 CL CO 50 — a. System demand curve 40 :: 20— -- 10— -- IllIllIll 11111)11) 1)11)111 I I II liii 11111111 liii I I I I I I I I I I 0— 600 900 1200 1500 1800 2100 2400 2700 3000 Water flow, gpm tydreulat Graph Water Supply at Node 1 State: Pressure 89.000 Residual: Pressure 75.000 @ 1385.00 Available Pressure at lime of Test 86.117 @589.51 System Demand 76.681 © 339.51 System Demand (Including Pose Allowance at Source) 76.681 @ 589.51 (, © M.E.P.CAD, Inc. AutoSPRINK VR11 01.0.30.0 8/26/2014 2:59:42PM Page 3 Node Analysis Job Number 14-181 Report Description: Ordinary Group I Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -5-0 S 76.681 339.51 786 10-2 Spr(-23.511) 23.511 27.15 787 10-2 Spr(-23.712) 23.712 27.27 788 10-2 Spr(-24.442) 24.442 27.69 807 10-2 Spr(-20.108) 20.108 25.11 808 10-2 Spr(-20.724) 20.724 25.49 809 10-2 Spr(-22.372) 22.372 26.49 810 10-2 Spr(-22.598) 22.598 26.62 811 10-2 Spr(-23.353) 23.353 27.06 828 10-2 Spr(-12.981) 12.981 20.18 829 10-2 Spr(-13.836) 13.836 20.83 830 10-2 Spr(-15.328) 15.328 21.92 857 10-2 Spr(-19.267) 19.267 24.58 867 10-2 Spr(-12.125) 12.125 19.50 880 10-2 Spr(-12.274) 12.274 19.62 3 1-0 57.128 4 -5-0 E(19'-10V2) 60.641 7 -5-0 E(16-8Y2) 76.029 14 40-6 T(10'-O), C(10'-O) 23.518 29 40-6 T(8'-O) 20.718 30 40-6 1(8-0) 20.791 34 40-6 1(8-0) 21.136 50 40-6 T(8-0) 22.846 101 40-6 T(8-0) 18.583 128 40-6 1(8-0) 20.260 130 40-6 1(8-0) 20.001 135 40-6 T(8'-O) 19.838 136 40-6 1(8-0) 20.244 182 29-7 1(5-0) 29.525 187 40-6 E(11-0) 24.271 233 29-7 T(8'-O) 21.620 234 37-7 E(7'-O) 19.257 261 29'-7 T(5'-O) 25.019 266 29-7 T(5'-O) 23.352 342 19-6 E(7'-O), 1(8-0) 23.201 343 27-6 E(7'-O) 21.554 374 9-0 1(18-8) 53.459 426 10.-0 E(9-0) 39.566 427 28-6 E(11'-O) 30.441 434 10,-0 P0(10-li) 40.128 435 10,-0 LtE(6-2Y2) 37.095 441 9-0 LtE(6-21/2) 46.831 442 10,-0 LtE(6-2'/2) 44.638 464 9-0 P0(11-31/2) 31.184 466 10-2 LtE(2-10) 28.732 490 10-2 E(4-4'/2) 23.536 491 11-2 V2 23.263 492 18-6 E(7-0) 21.828 495 10-2 P0(6-7%) 19.977 497 10-2 T(11-3V4 22.368 501 9-0 P0(11-3%) 30.157 503 10-2 LtE(2'-l0) 27.686 524 10-2 P0(6-7%) 12.691 530 9-0 P0(11-3%) 29.826 ,©M.E.P.CAD, Inc. AutoSPRINK®VR11 V1 1.0.30.0 8/26/2014 2:59:43PM Page Hydraulic Analysis Job Number 14-181 Report Description: Ordinary Group 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 .Route I ..... AO 1.4080 19.50 4.02 120 0.029616 9-2 Pt 0.565 867 524 10-2 10-2 19.50 5.6 12.125 12.691 Sprinkler, E(3'-3%), P0(6-7%) 9,-11 19,-1 Pe Pv BL 1.7280 39.12 5.35 120 0.039604 7-4 Pf 0.290 524 828 10-2 10-2 19.62 12.691 12.981 Flow (q) from Route 2 7-4 Pe Pv BL 1.7280 59.30 8.11 120 0.085488 10,-0 Pt 0.855 828 829 10-2 10-2 20.18 5.6 12.981 13.836 Sprinkler 10-0 Pe Pv BL 1.7280 80.13 10.96 120 0.149208 10,-0 Pt 1.492 829 830 10-2 10-2 20.83 5.6 13.836 15.328 Sprinkler 10-0 Pe Pv BL 1.7280 102.05 13.96 120 0.233410 44'-8 Pt 11.083 830 532 10-2 10-2 21.92 5.6 15.328 26.411 Sprinkler, LtE(2'-10) 2-10 47'-6 Pe Pv RN 1.7280 102.05 13.96 120 0.233410 1-2 Pt 2.908 532 530 10-2 9-0 26.411 29.826 P0(11-3%) 11-3% 12-51/2 Pe Pv 0.507 FM 2.7030 102.05 5.71 120 0.026416 12-61/2 Pt 0.331 530 501 91-0 91-0 29.826 30.157 12-61/2 Pe Pv FM 2.7030 184.59 10.32 120 0.079077 13-0 Pt 1.027 501 464 9-0 9-0 82.54 30.157 31.184 Flow (q) from Route 3 13-0 Pe Pv FM 2.7030 266.70 14.91 120 0.156208 9-6 Pf 6.343 464 435 91-0 io'-a 82.11 31.184 37.095 Flow (q) from Route 4 1(18-8), 2LtE(6'-21/2) 31-1 40-71/2 Pe Pv -0.432 FM 2.7030 266.70 14.91 120 0.156208 19-5 Pt 3.033 435 434 10-0 10,-0 37.095 40.128 19-5 Pe Pv 0.000 FM 2.7030 339.51 18.98 120 0.244145 12'-3 Pt 4.510 434 442 io'-a 10-0 72.81 40.128 44.638 Flow (q) from Route LtE(6'-21/2) 6-21/2 18-51/2 Pe Pv 0.000 FR 2.7030 339.51 18.98 120 0.244145 1,-0 Pt 1.761 442 441 10-0 9-0 44.638 46.831 LtE(6'-21/,) 6-2% 7-21/2 Pe Pv 0.432 FM 2.7030 339.51 18.98 120 0.244145 8'-6 Pt 6.628 441 374 9-0 91 0 . 46.831 53.459 T(18'8) 18-8 27'-2 Pe Pv 0.000 FR 4.3100 339.51 7.47 120 0.025167 8-0 Pt 0.201 374 3 9,-0 11-0 53.459 57.128 8-0 Pe Pv 3.467 UG 4.2600 339.51 7.64 150 0.017629 12-0 Pf 0.913 3 4 1,-0 51 0 57.128 60.641 2E(19'101/2) 39-9 51-9 Pe Pv 2.601 UG 4.2200 339.51 7.79 140 0.020971 16-0 Pt 15.387 4 7 -6-0 -51-0 60.641 76.029 3E(16'-8%), f, f(-14.000) 50-2 66'-2 Pe Pv UG 4.0800 339.51 8.33 150 0.021754 30-0 Pt 0.652 7 -6-0 -5,-0 76.029 76.681 Water Supply 30'0 Pe Pv 250.00 Hose Allowance At Source 1 589.51 40 ..... Route 2 ..... AO 1.4080 19.62 4.04 120 0.029952 4-0 Pt 0.417 880 524 10-2 10'2 19.62 5.6 12.274 12.691 Sprinkler, E(3'.31/2), PO(6'7%) 9-11 13-11 Pe Pv - Route 3 ..... AO 1.4080 24.58 5.06 120 0.045452 9-0 Pt 0.710 857 495 10-2 10-2 24.58 5.6 19.267 19.977 Sprinkler, P0(6-7%) 6-71/2 15-71/2 Pe Pv BL 1.7280 24.58 3.36 120 0.016765 4-11% Pt 0.131 495 807 10-2 10-2 19.977 20.108 LtE(2'-10) 2-10 7'-9% Pe Pv BL 1.7280 49.69 6.80 120 0.061651 10-0 Pt 0.617 807 808 10-2 10-2 25.11 5.6 20.108 20.724 Sprinkler 10,-0 Pe 1 Pv BL 1.7280 75.19 10.29 120 0.132635 1,-1 Pt 1.643 808 497 10-2 10-2 25.49 5.6 20.724 22.368 Sprinkler, T(11'-3%) 11-3% 12-4% Pe Pv , © M.E.P.CAD, Inc. AutoSPRiNKVR11 01.0.30.0 8/26/2014 2:59:44PM Page 5 Hydraulic Analysis - Job Number 14-181 Report Description: Ordinary Group 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 1.7280 2.37 0.32 120 0.000221 8-11 Pt 0.004 497 809 10-2 10-2 22.368 22.372 T(11'-31/2) 11'3h/2 2021,4 Pe Pv BL 1.7280 28.86 3.95 120 0.022558 10-0 Pf 0.226 809 810 10-2 10-2 26.49 5.6 22.372 22.598 Sprinkler 10-0 Pe Pv BL 1.7280 55.48 7.59 120 0.075587 10-0 Pt 0.756 810 811 10-2 10-2 26.62 5.6 22.598 23.353 Sprinkler 10,-0 Pe Pv BL 1.7280 82.54 11.29 120 0.157635 24-8 Pt 4.332 811 503 10-2 10-2 27.06 5.6 23.353 27.686 Sprinkler, LtE(2-10) 2-10 27-6 Pe Pv RN 1.7280 82.54 11.29 120 0.157635 1-2 Pt 1.964 503 - 501 10-2 9-0 27.686 30.157 PO(11'-3Y2) 11-3% 12-5% Pe Pv 0.507 Go .Route 4 ..... BL 1.7280 27.15 3.71 120 0.020155 10,-a Pt 0.202 786 787 10-2 10-2 27.15 5.6 23.511 23.712 Sprinkler 10,-0 Pe Pv BL 1.7280 54.42 7.45 120 0.072947 10,-0 Pt 0.729 787 788 10-2 10-2 27.27 5.6 23.712 24.442 Sprinkler 10,-0 Pe Pv BL 1.7280 82.11 11.23 120 0.156110 24-8 Pt 4.290 788 466 10-2 10-2 27.69 5.6 24.442 28.732 Sprinkler, LtE(2'-10) 2-10 27'-61 Pe Pv RN 1.7280 82.11 11.23 120 0.156110 1-2 Pt 1.945 466 464 10-2 9-0 28.732 31.184 P0(11-3%) 11'3h/2 12-5% Pe Pv 0.507 Route ..... DR 1.5980 55.69 8.91 150 0.073741 8-0 Pt 1.106 233 234 29'-7 37-7 21.620 19.257 E(7'-O) 7-0 15,-0 Pe Pv -3.469 RN 1.5980 55.69 8.91 150 0.073741 0,-0 Pt 0.590 234 101 37-7 40-6 19.257 18.583 T(8'-O) 8-0 8-0 Pe Pv -1.264 FM 1.5980 55.69 8.91 150 0.073741 9-0 Pt 1.255 101 135 40-6 40-6 18.583 19.838 E(7'-O), Tr(1-0) 8-0 17-0 Pe Pv BL 1.5980 30.58 4.89 150 0.024320 1-4 Pf 0.422 135 128 40'-6 40'-6 19.838 20.260 T(8'-a) T(8'-a) 16-0 17-4 Pe Pv -0.000 BL 1.5980 15.61 2.50 150 0.007012 294% Pt 0.458 128 29 40-6 40-6 20.260 20.718 4E(7'-a), 1(8-0) 36-0 654% Pe Pv 0.000 BL 1.5980 30.58 4.89 150 0.024320 3-0 Pt 0.073 29 30 40-6 40-6 14.97 20.718 20.791 Flow (q) from Route 9 3-0 Pe Pv -0.000 BL 1.5980 19.05 3.05 150 0.010133 31-0 Pt 0.345 30 34 40-6 40-6 20.791 21.136 3Tr(1'-0) 3-0 34-0 Pe Pv 0.000 BL 1.5980 30.58 4.89 150 0.024320 42-4 Pt 1.711 34 50 40-6 40-6 11.53 21.136 22.846 Flow (q) from Route 13 6Tr(1'-0), 2E(7'-O), Z, T(8'-a) 28-0 70-4 P0 Pv -0.000 FM 2.0030 55.69 5.67 150 0.024544 64h/. Pt 0.671 50 14 40-6 40-6 25.12 22.846 23.518 Flow (q) from Route 10 Tr(1'-0), T(la'-a), C(10'-a) 21-0 27-4% Pe Pv 0.000 RN 2.0030 55.69 5.67 150 0.024544 0-0 Pt 0.761 14 187 40-6 40-6 23.518 24.271 T(10'-a), C(10'-O) E(11'-a) 31-0 31-a Pe Pv -0.007 RN 2.0030 55.69 5.67 150 0.024544 10-11 Pt 0.514 187 182 40-6 29-7 24.271 29.525 T(10-0) 10,-0 20-11 Pe Pv 4.740 RN 2.0030 72.81 7.41 150 0.040298 0,-0 Pt 0.443 182 427 29'-7 28'-6 17.12 29.525 30.441 Flow (q) from Route 6 E(11'-a) li-a 11,-0 Pe Pv 0.472 RN 2.0030 72.81 7.41 150 0.040298 18-6 Pt 1.108 427 426 28-6 101-0 30.441 39.566 E(9'-a) 9-0 27-6 Pe iPv 8.017 AO 2.1040 72.81 6.72 120 0.047921 0-9 Pt 0.559 426 434 10-0 101-0 39.566 40.128 P0(10-I1) 10-11 11-8 Pe Pv 0.003 -Route 6 ..... f,. © M.E.P.CAD, Inc. AutoSPRlNK® VR11 v11.0.30.0 8/2612014 2:59:44PM Page 6 ~..Jjjj-Hydraujic Analysis Job Number 14-181 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Upstream Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary DR 1.5980 72.81 11.65 150 0.121075 8-0 Pt 1.814 342 343 19-6 27-6 72.81 23.201 21.554 Flow (q) from Route 7 E(7-0) 7-0 15-0 Pe Pv -3.461 RN 1.5980 72.81 11.65 150 0.121075 0-0 Pt 0.969 343 233 27-6 29-7 21.554 21.620 1(8-0) 8-0 8-0 Pe Pv -0.903 BL 1.1010 17.12 5.77 150 0.051031 12-11% Pt 1.733 233 266 29-7 29-7 21.620 23.352 1(5-0) E(5-0), Tr(1-0), 2T(5'-O) 21-0 33-11% Pe Pv BL 1.1010 8.62 2.91 150 0.014352 5311/2 Pt 1.667 266 261 29-7 29-7 23.352 25.019 10E(5-0), 8Tr(1-0), T(5-0) 63-0 116-1% Pe Pv BL 1.1010 17.12 5.77 150 0.051031 55-31/2 Pt 4.506 261 182 29-7 29-7 8.50 25.019 29.525 Flow (q) from Route 12 3Tr(1'-O), 4T(5-0), 2E(5-0) 33-0 8831/2 Pe PV ..... Route 7 ..... RN 1.6390 72.81 11.07 120 0.161717 1-0 Pt 0.162 490 491 10-2 11-2% 23.536 23.263 1-0 Pe Pv -0.434 RN 1.5980 72.81 11.65 150 0.121075 7-3% Pt 1.732 491 492 11-2% 186 23.263 21.828 E(70) 7-0 14-3% Pe Pv -3.168 RN 1.5980 72.81 11.65 150 0.121075 0-0 Pt 1.816 492 342 18-6 19-6 21.828 23.201 E(7'-0), T(8'-O) 15-0 15-0 Pe Pv -0.443 QA .Route 8 ..... AO 1.6390 72.81 11.07 120 0.161717 2-11 Pt 1.177 497 490 10-2 10-2 22.368 23.536 E(4-4%) 4-41/2 7-31/2 Pe Pv -0.009 .Route 9 ..... BL 1.5980 14.97 2.39 150 0.006485 38-81/2 Pf 0.458 128 29 40-6 40-6 20.260 20.718 T(8-0) 10lr(1-0), 2E(7-0) 32-0 70-81/2 Pe Pv 0.000 ..... Route lO ..... BL 1.5980 25.12 4.02 150 0.016900 1-8 Pt 0.163 135 130 40-6 40-6 19.838 20.001 T(8-0) 8-0 9-8 Pe Pv -0.000 BL 1.5980 15.53 2.48 150 0.006940 31-0 Pt 0.243 130 136 40-6 40-6 20.001 20.244 4Tr(1-0) 4-0 35-0 Pe Pv BL 1.5980 25.12 4.02 150 0.016900 89-0 Pt 2.602 136 50 40-6 40-6 9.59 20.244 22.846 Flow (q) from Route 11 11Tr(1-0), 5Z, 2E(7-0), 5T(8-0) 65-0 154-0 Pe Pv -0.000 ep .Route 11 ..... BL 1.5980 9.59 1.53 150 0.002847 41-3% Pt 0.243 130 136 40-6 40-6 20.001 20.244 T(8'-O) 4E(7-0), T(8-0) 44-0 85-3% Pe Pv Go ..... Route l2 ..... BL 1.1010 8.50 2.86 150 0.013960 59-4% Pt 1.667 266 261 29-7 29-7 23.352 25.019 10E(5'-O), 5Tr(1'-0), T(5'-O) 60-0 119-4% Pe Pv .Route 13 ..... BL 1.5980 11.53 1.84 150 0.004001 42-1 Pt 0.345 30 34 40-6 40-6 20.791 21.136 T(8-0) 4E(7-0), T(8-0) 44-0 86-1 Pe Pv 0.000 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) / Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 487 ) = Factor C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 1©M.E.P.CAD, Inc. !AutoSPRlNK5VR11 01.0.30.0 8/26/2014 2:59:44PM Page 7 Job Number. 14-181 Report Description: Ordinary Group I _J Length Pressure Eq. Length Summary Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backfiow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 1l1h Elbow Ee2 22W 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 I Tee Flow Turn 90° Tr Tee Run U Union WrF Wrsbo WMV Water Meter Valve Z Cap [Hydraulic Analysis Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream Pipe Type Legend Units Legend AO Arm-Over Diameter Inch BL Branch Line Elevation Foot CM Cross Main Flow gpm DN Drain Discharge gpm DR Drop Velocity fps DY Dynamic Pressure psi FM Feed Main Length Foot FR Feed Riser Friction Loss psi/Foot MS Miscellaneous HWC Hazen-VMlliams Constant OR Outrigger pt Total pressure at a point in a pipe RN Riser Nipple Pn Normal pressure at a point in a pipe SP Sprig Pf Pressure loss due to friction between points ST Stand Pipe Pe Pressure due to elevation difference between indicated points UG Underground Pv Velocity pressure at a point in a pipe ,©M.E.P.CAD, Inc. AutoSPRlNK®VR11 vll.0.30.0 8/26/2014 2:59:44PM Page 8 IHydrauIic Summary Job Number 14-181 Renort Description: Resider Job Jab Number Levin t.,.,ueer 14-181 Francisco Ibarra Jab Name: Railyard Lofts State Certfoetlo&Licersa Number Address I AHJ 2685 State Street Carlsbad Fire Department Address 2 Job Sltetbuildlng C Carlsbad, CA 2685 State Strret Add.. 3 Dtamtrg Name Building #1 cad System Remote Area(s) Most Demanding Sprinkler Data Oucalporoy Job SuIte 4.9 K-Factor 18.40 at 14.101 Residential Hone Allowerce At Source Density Area of dppOcaton 100.00 O.loogpm/ft2 728.00ft2 (Actual 496.64ft2) Additional Hose Supplies Number Of Sprinklers Cetauteted Coverage Per Sprinter Node Flow(pr)m) 4 182.00ft2 AutoPook Resuts: Pressure For Remote Area(s) Adjacent To Most Remote Area iltese PliiS lit) C heeti reiisvetl itt' :iiillal'i)tl eompliatel sviili the (')trt'ctlt apiillv;ahlC ill lotce ti he lilt tdtcti in, 'The ttsviter or contl,,moi hilly ititi i/c ll IC. lw ii suppilri ol all •prllcuhll) lii a hiilldlllb ii 1111 11c Cai'tivi,l unhirnhtnul)lie lit) )hi vi less il P0 15111 lhe (toIlet' of c'irhilol,.'llr of their rt1'(esii1) vii tiiltt' or irclii)ec) or stile tvspltltslhlllt\ till tiiIll)Itaiti:e ss'tili sittl ciiilcs and staiidaiils. iiicltitltiit ilie hiiildiitii Culilt. lit or ally respllllslhillv lilt .' itet tCiCtlC)CS. Cri'ltl's. IrtitIsslOits or tiCtiultiCilCll lit ilttie Total Hone Streams 100.00 plans 'alIClItCI iii' 11ilt tititeil in 1111, review. System Flee Demand latehillbter RequIred (tritludlrg Hone Allowance) -- 75.21 175.21 [late: /i l'tes ic t. MaolmllrtPressure Urbolenao In Loops 0.000 )v'al. R Lii )M NI FN I) APPROVAL Maximum Velocity Above Ground 17.81 between nodes 233 and 239 hl-,i 'C AI\(ENl) ANT( (VA I. AS \( tiLl) Ej Maximum Velocity Under Ground 1.85 between nodes 1 and 7 Volume aepecily of filet PIpes Volume capecihy of Dry Pipes 280.19gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin , ,yg Node Name (gpm) (psi) ' (psi) (gpm) '' (psi) (gpm) (psi) (psi) 1 ter Supply 100.00 89.000 75.000 1385.00 88.695 175.21 55.420 33.274 AS140235 Contractor Cortrecnor Number 43 Correct Name Jeff Piva Contoct Title Project Manager Nam ofContractor. BMG Construction Phone (760) 500-1276 Eolorrsen Address I 1623 Maritime Drive FAX Address 2 Carlsbad CA 92008 h.moO Address 3 VAob-She ©M.E.P.CAD, Inc. 11AutoSPRlNK@VR11 v11.0.30.0 8126/2014 3:06:09PM Page 2 l[iHydraulic Graph I Job Number 14-181 Renôrt Dscrintion Residential Water Supply at Node I 100- 90 — Static Pressure 89.000- 80— 1 385.00 75.000 70—---- 60--- 75.21 55.420 175.21 with hose streams 40TS demand curve 30 20- OH IllIllIll 111111111 III 111111 11111 II I II II I I I I I I I I 0... oo 600 900 1200 1500 1800 2100 2400 2700 3000 Water flow, gpm Hydroullo Graph Water Supply at Node 1 Static: Pressure 89.000 Residual: Pressure 75.000 @ 1385.00 Available Pressure at Time of Test 88.695 @ 175.21 System Demand 55.420 @ 75.21 System Demand (including Hose dllswanoa at Source) 55.420 @ 175.21 (,©M.E.P.CAD, Inc. t AutoSPRlNKIIVR11 01.0.30.0 8/26/2014 3:06:10PM Page 3 Node Analysis Job Number 14-181 Reoort Descnotion: Residential Node Elevation(Foot) Fittings Pressure(psi) Discharqe(gpm) 1 -5-0 S 55.420 75.21 747 29-1Y2 Spr(-15.605) 15.605 19.36 748 29-1Y2 Spr(-14.608) 14.608 18.73 761 29-1½ Spr(-14.101) 14.101 18.40 762 29-1 V2 Spr(-14.598) 14.598 18.72 3 1-0 38.638 4 -5-0 E(19-101/2) 41.295 7 -5-0 E(16-8V2) 55.380 14 40-6 T(10'-O), C(10-0) 19.444 29 40-6 T(8'-O) 18.791 30 40-6 T(8'-O) 18.808 34 40-6 T(8-0) 18.889 50 40-6 T(8-0) 19.288 101 40-6 T(8-0) 18.293 128 40-6 T(8-0) 18.684 130 40-6 1(8-0) 18.624 135 40-6 T(8-0) 18.586 136 40-6 T(8-0) 18.681 182 29-7 T(5'-O) 24.475 187 40-6 E(11'-O) 19.615 233 29-7 T(5-0) 22.492 234 37-7 E(7-0) 19.419 239 29-7 1(5-0), Tr(1-0) 16.478 241 29-7 1(5-0) 14.746 261 29-7 T(5-0) 17.093 264 29-7 T(5'-O), Tr(1-0) 15.270 266 29-7 T(5'-O) 14.968 280 29-7 T(5'-O) 14.735 342 19-6 E(7-0), T(5-0) 27.455 343 27-6 E(7'-O) 23.535 374 9-0 T(18-8) 35.158 426 10-0 E(9-0) 33.674 427 28-6 E(11-0) 25.150 434 10-0 P0(10-11) 33.933 435 10-0 LtE(6-2V2) 33.888 441 9-0 LtE(6-214) 34.750 442 10-0 LtE(6-21/2) 34.211 490 10-2 E(4-41/2) 31.949 491 1121/2 cpg(1-0) 31.372 492 18-6 E(7'-O) 28.038 497 10-2 T(8'-8V2) 32.268 501 9-0 P0(11-31/2) 34.194 Ik,©M.E.P.CAD, Inc. AutoSPRlNK®VR11 vll.0.30.0 8/26/2014 3:06:11 PM Page II ljiydraulic Analysis I Job Number 14-181 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary wa . Route l ..... DR 11010 18.40 6.20 150 0.058315 12-3% Pt 1.359 761 264 29-1% 29'-7 18.40 4.9 14.101 15.270 Sprinkler, 2E(5'-O), Tr(1'-O) 11,-a 23'31/z Pe Pv -0.190 BL 1.1010 33.50 11.29 150 0.176641 5-10 Pt 1.208 264 239 29-7 29-7 15.10 15.270 16.478 Flow (q) from Route 2 Tr(1'-O) 1,-0 6-10 Pe Pv BL 1.1010 52.85 17.81 150 0.410701 4-71/2 Pt 6.014 239 233 29'-7 29'-7 19.36 16.478 22.492 Flow (q) from Route 4 E(5'-O), 1(5-0) 10,-0 14-7% Pe Pv RN 1.5980 27.49 4.40 150 0.019971 0,-0 Pt 0.140 233 343 29'-7 27-6 22.492 23.535 E(7'-O) 7-0 7-0 Pe Pv 0.903 DR 1.5980 27.49 4.40 150 0.019971 8-0 Pt 0.459 343 342 27-6 19'-6 23.535 27.455 E(7'-O), T(8'-O) 15-0 23-0 Pe Pv 3.461 RN 1.5980 27.49 4.40 150 0.019971 0-0 Pt 0.140 342 492 19-6 18-6 27.455 28.038 E(7'-O) 7-0 7-0 Pe Pv 0.443 RN 1.5980 27.49 4.40 150 0.019971 7-31/2 Pt 0.166 492 491 18-6 11-2% 28.038 31.372 cplg(1'-O) 1,-0 8-31/2 Pe Pv 3.168 RN 1.6390 27.49 4.18 120 0.026675 1-0 Pt 0.143 491 490 11-2% 10-2 31.372 31.949 E(4'-4%) 4-4% 5-41/2 Pc Pv 0.434 AO 1.6390 27.49 4.18 120 0.026675 2-11 Pt 0.310 490 497 10-2 10-2 31.949 32.268 1(8-8%) 8-8% 11-7% Pc Pv 0.009 BL 1.7280 27.49 3.76 120 0.020619 53-61/2 Pt 1.163 497 503 10-2 10-2 32.268 33.430 LtE(2'-10) 2-10 56-41/2 Pc Pv RN 1.7280 27.49 3.76 120 0.020619 1-2 Pt 0.257 503 501 10-2 9-0 33.430 34.194 P0(11-3%) 11-3% 12-51/2 Pc Pv 0.507 FM 2.7030 27.49 1.54 120 0.002334 22-6 Pt 0.125 501 435 9,-0 101-0 34.194 33.888 T(18'-8), 2LtE(6'-21/2) 31-1 53-7 Pc Pv -0.432 FM 2.7030 27.49 1.54 120 0.002334 19-5 Pt 0.045 435 434 10,-0 10,-0 33.888 33.933 19-5 Pc Pv 0.000 FM 2.7030 75.21 4.20 120 0.015018 12-3 Pt 0.277 434 442 101-0 101-0 47.72 33.933 34.211 Flow (q) from Route LtE(6'-21/2) 6-21/2 18-51/2 Pc Pv 0.000 FR 2.7030 75.21 4.20 120 0.015018 1,-0 Pt 0.108 442 441 10,-0 91-0 34.211 34.750 LtE(6'-2%) 6-2% 7-2% Pc Pv 0.432 FM 2.7030 75.21 4.20 120 0.015018 8'-6 Pt 0.408 441 374 9-0 91-0 34.750 35.158 T(18'-8) 18-8 27'-2 Pc Pv 0.000 FR 4.3100 75.21 1.65 120 0.001548 8-0 Pt 0.012 374 3 9-0 11-0 35.158 38.638 8-0 Pc Pv 3.467 UG 4.2600 75.21 1.69 150 0.001084 12-0 Pt 0.056 3 4 1,-0 5'0 38.638 41.295 2E(19'lO%) 39-9 51-9 Pc Pv 2.601 UG 4.2200 75.21 1.73 140 0.001290 16-0 Pt 14.085 4 7 -5-0 -5-0 41.295 55.380 3E(16'-8%), t t(-14.000) 50-2 66'-2 Pc Pv UG 4.0800 75.21 1.85 150 0.001338 30-0 Pt 0.040 7 1 -5-0 -5-0 55.380 55.420 Water Supply 30-0 Pe Pv 100.00 Hose Allowance At Source 1 175.21 .Route 2 ..... DR 1.1010 18.72 6.31 150 0.060213 0-51/2 Pt 0.327 762 280 29-1% 29'-7 18.72 4.9 14.598 14.735 Sprinkler, T(5'-a) 5-0 5-51/2 Pc Pv -0.190 BL 1.1010 7.62 2.57 150 0.011426 10-4 Pt 0.232 280 266 29-7 29'-7 14.735 14.968 E(5'-O), T(5'-a) 10,-0 20-4 1 Pc Pv ,©M.E.P.CAD, Inc. AutoSPRlNK8VR11 v11.0.30.0 8/26/2014 3:06:12PM Page 5 FHydraulic Analysis Job Number 14-181 Report Description: Residential 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 1.1010 15.10 5.09 150 0.040433 2'5h/2 Pt 0.302 266 264 29-7 29-7 7.47 14.968 15.270 Flow (q) from Route 3 1(5-0) 5-0 7'-5'/2 Pe Pv 40 .Route 3 ..... DR 1.1010 18.73 6.31 150 0.060251 05h/2 Pt 0.328 748 241 29-1 Vz 29-7 18.73 4.9 14.608 14.746 Sprinkler, T(5'-O) 5-0 551/2 Pe Pv -0.190 BL 1.1010 7.47 2.52 150 0.011008 10-2% Pt 0.222 241 266 29-7 29-7 14.746 14.968 E(5-0), 1(5-0) 10-0 20-2% Pe Pv ..... Route 4 ..... DR 1.1010 19.36 6.52 150 0.064045 6'-7 Pt 1.063 747 239 29'-1'/2 29'-7 19.36 4.9 15.605 16.478 Sprinkler, E(5'-O), T(5'-O) 10-0 16-7 Pe Pv -0.190 =. ..... Route 5 ..... DR 1.5980 25.36 4.06 150 0.017207 8-0 Pt 0.396 233 234 29'-7 37-7 22.492 19.419 T(8-0) E(7'-O) 15-0 23-0 Pe Pv -3.469 RN 1.5980 25.36 4.06 150 0.017207 0-0 Pt 0.138 234 101 37-7 40-6 19.419 18.293 1(8-0) 8-0 8-0 Pe Pv -1.264 FM 1.5980 25.36 4.06 150 0.017207 9-0 Pt 0.293 101 135 40-6 40-6 18.293 18.586 E(7'-O), Tr(1'-O) 8-0 17-0 Pe Pv BL 1.5980 13.92 2.23 150 0.005675 14 Pt 0.098 135 128 40-6 40-6 18.586 18.684 1(8-0) T(8'-O) 16-0 174 Pe Pv -0.000 BL 1.5980 7.11 1.14 150 0.001636 294% Pt 0.107 128 29 40-6 40-6 18.684 18.791 4E(7'-O), T(8'-O) 36-0 65-4% Pe Pv 0.000 BL 1.5980 13.92 2.23 150 0.005675 3-0 Pf 0.017 29 30 40-6 40-6 6.82 18.791 18.808 Flow (q) from Route 6 3-0 Pe Pv -0.000 BL 1.5980 8.68 1.39 150 0.002365 31-0 Pt 0.080 30 34 40-6 40-6 18.808 18.889 3Tr(1'-0) 3-0 34-0 Pe Pv 0.000 BL 1.5980 13.92 2.23 150 0.005675 42-4 Pt 0.399 34 50 40-6 40-6 5.25 18.889 19.288 Flow (q) from Route 11 6Tr(1'-O), 2E(7'-O), Z, T(8'-O) 28-0 704 Pe Pv -0.000 FM 2.0030 25.36 2.58 150 0.005727 6'4h/. Pt 0.157 50 14 40-6 40-6 11.44 19.288 19.444 Flow (q) from Route 7 lr(1'-O), T(10'-O) C(10'-O) 21-0 2741/2 Pe Pv 0.000 RN 2.0030 25.36 2.58 150 0.005727 0-0 Pt 0.178 14 187 40-6 40-6 19.444 19.615 1(10-0), C(10'-O) E(11'-O) 31-0 31-0 Pe Pv -0.007 RN 2.0030 25.36 2.58 150 0.005727 10-11 Pt 0.120 187 182 40-6 29-7 19.615 24.475 T(1 0'-O) 10-0 20-11 Pe Pv 4.740 RN 2.0030 47.72 4.86 150 0.018438 0-0 Pf 0.203 182 427 29'-7 28-6 22.35 24.475 25.150 Flow (q) from Route 9 E(11'-O) 11-0 11-0 Pe Pv 0.472 RN 2.0030 47.72 4.86 150 0.018438 18-6 Pf 0.507 427 426 28-6 10-0 25.150 33.674 E(9'-O) 9-0 27-6 1 Pe Pv 8.017 AO 2.1040 47.72 4.40 120 0.021926 0-9 Pt 0.256 426 434 10-0 101-0 33.674 33.933 P0(10-11) 10-11 11-8 Pe Pv 0.003 .... Route 6 ..... BL 1.5980 6.82 1.09 150 0.001513 38-8% Pt 0.107 128 29 40-6 40-6 18.684 18.791 1(8-0) 10Tr(1-0), 2E(7'-O) 32-0 70-81/2 Pe Pv 0.000 - ..... Route 7 ...... BL 1.5980 11.44 1.83 150 0.003944 1-8 Pt 0.038 135 130 40-6 40-6 18.586 18.624 1(8-0) 8-0 9-8 Pe Pv -0.000 BL 1.5980 7.07 1.13 150 0.001620 31-0 Pt 0.057 130 136 40-6 40-6 18.624 18.681 4Tr(1-0) 4-0 35-0 Pe Pv BL 1.5980 11.44 1.83 150 0.003944 89-0 Pt 0.607 136 50 40-6 40-6 4.37 18.681 19.288 Flow (q) from Route 8 11Tr(1'-O), 5Z, 2E(7'-O), 51(8-0) 65-0 154-0 Pe Pv -0.000 Ica ..... Route 8 ..... ,©M.E.PCAD, Inc. Vffi AutoSPRlNK®VR11 v1 1.0.30.0 8/26/2014 3:06:12PM Page 6 IN Analysis I.fHydrauIic I Job Number 14181 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Upstream Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 1.5980 4.37 0.70 150 0.000664 41-3% Pf 0.057 130 40-6 136 40-6 18.624 18.681 1(8-0) 4E(7-0), T(8-0) 44-0 85-3% Pe Pv .Route 9 ..... BL 1.1010 22.35 7.53 150 0.083591 55'3% Pf 7.381 261 29-7 182 29-7 11.26 17.093 24.475 Flow (q) from Route 10 3Tr(1-0), 4T(5-0), 2E(5-0) 33-0 88-3% Pe Pv ..... Route lO ..... BL 1.1010 11.26 3.79 150 0.023492 42-11 Pf 2.348 241 29-7 261 29-7 14.746 17.093 7Tr(1-0), 9E(5'-O), T(5'-O) 57-0 99-11 Pe Pv .Route 11 ..... BL 1.5980 5.25 0.84 150 0.000934 42-1 Pt 0.080 30 40-6 34 40-6 18.808 18.889 T(8-0) 4E(7-0), T(8-0) 44-0 86-1 Pe 0.000 Pv ..... Route 12 ..... BL 1.1010 11.10 3.74 150 0.022884 49-0% Pf 2.358 280 29-7 261 29-7 14.735 17.093 9E(5'-O), 4Tr(1-0), 1(5-0) 54-0 103-01/2 Pe Pv Eqi.avarent Pipe Lengthsof, lves and Fittings (C=120 only) I Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 4,87 ) = Factor C Value Multiplier Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 ,©M.E.P.CAD, Inc. AutoSPRINK®VR11 01.0.30.0 8/26/2014 3:06:12PM Page 7 tHydraulic Analysis Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream Pipe Type Legend Units Legend AO Arm-Over Diameter Inch BL Branch Line Elevation Foot CM Cross Main Flow gpm DN Drain Discharge gpm DR Drop Velocity fps DY Dynamic Pressure psi FM Feed Main Length Foot FR Feed Riser Friction Loss psi/Foot MS Miscellaneous HWC Hazen-Wiliams Constant OR Outrigger Pt Total pressure at a point in a pipe RN Riser Nipple Pn Normal pressure at a point in a pipe SP Sprig Pf Pressure loss due to friction between points ST Stand Pipe Pe Pressure due to elevation difference between indicated points UG Underground Pv Velocity pressure at a point in a pipe Job Number 14-181 Report Description: Residential Length Pressure Eq. Length Summary Total Length Fittings Legend 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 DelV Deluge Valve DPV Dry Pipe Valve E 900 Elbow EE 45° Elbow Eel 11W Elbow Ee2 22W 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 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 Relief Valve PRV Pressure Reducing 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 Wrsbo VVTv1V Water Meter Valve Z Cap t,©M.E.P.CAD, Inc. AutoSPRlNK®VR11 v11.0.30.0 8/26/2014 3:06:12PM Page 8 AQ 1402.35 . Carlsbad Municipal Water District CJ 13 Potable Water Discharge Event Report Date: L7±L: Location- t: _ Reason for Discharge Event: -----------------------2I!---------------------------------------- Type of Event Initial ('P Oqj Dewatering Water Mains Estimated Discharge Flow: I GPM Note: Includes flow testing and flushing Dewatering Water Mains Start Time Q_.... Unscheduled Water Discharge ..J!1k End Time ....L'-'.......... Clear flow path of debris, surface contaminants and/or hazardous materials. Do not remove native vegetation. Erosion control, i.e. sandbags, silt fencing, hay bales, gravel bags, decreasing the velocity of discharged water. Pre-Dechlorination Residual: P--- Post-Dechlorination Residual: Q----Q0 (Less than 0.1 mg/L) PH within limits of 6.0 and 9.0 Upon completion of dewatering, ensure that the flow path is free of all temporary erosion prevention materials. Upon completion of dewatering, ensure that any sediments or silted areas are cleared. --S Water Sampling Performed by: ------C_-_ Comments: Submitted by:Reviewed by: (Name & Date) (Name & Date) E1(rV Test lceo r I 1 Location Z ~ C5 I !ydrant U:) J2 Size Main Static Residual. Pressure Drop.. ..___•JPD1 1). K factor for PDI I Flow Hydrant(s) Hydrant I location k4' 1lr\5\oo4 ik Hydrant 2 location______________________________________________________________ Hydrant 3 location Hydrant I Not PSI GPM: Size of Orifice 2 'J Hydrant 2 Pitot PSI GPM: Size of Orifice___________ Hydrant 3 Pitot PSI GPM: Size of Orifice.___________ Total: (Qi) Calculated test and flow data - 0 x PD2 Ic = Q2 PDI*k Static: .................... 3' ? Desired Residual .... ...20 Pressure Drop (PD 2). ................................. K factor PD2:___________ I x divided by equals GPM at 20 psi residual Q PD2k PD1k Q2 Comments:___________________________________________________________________________ Test conducted for: Conducted by: Date: Time:_________________ ri r 1. City of Carlsbad . 06-12-2014 Fire Department Permit Permit No: FAD14028 Job Address: 2685 STATE ST CBAD Permit Type: FADD Subtype: HYD Status: ISSUED Parcel No: 2030540700 Lot #: 0 Applied: 06/12/2014 Issued: 06/12/2014 Fire Dept Ref#: FAD14028 Building Permit#: PC130041 Entered By: CDW Location: RAILYARD LOFT Project Title: RAILYARD LOFT Descriotion: HYDRANT FLOW TEST Contractor: SYMONS FIRE PROTECTION SUITE R 1050 PIONEER WAY ELCAJON,CA 92020 Phone: 619-588-6364 Fax: Total Fees: -- $55.00 Total Payments To Date $0.00 Permit Fee $0.00 Additional Permit Fee $0.00 Re-Inspection Fee 0 $0.00 Other $0.00 Pre-Inspection Fee 0 $0.00 Additional Fees $0.00 TOTAL PERMIT FEES $55.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition.