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HomeMy WebLinkAboutF2020-0513 - Calcs (2)Hydraulic Calculations for Project Name: Harbor Day School Location: 3443 Pacific View Dr., Corona del Mar, Drawing Name: HARBOR DAY SECOND FLOOR CALCS.cad Design Remote Area Number: Remote Area Location: Occupancy Classification: Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: AREA # 3 L2 SCIENCE LAB 230 Ordinary Group II 0.20gpm/ft' 1500ft' (Actual 1547ft2) 130ft' Pendent 16 0 N/A gpm at Node: N/A 150.00 at Node: 19 Type: 100.00 at Node: 15 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 19: 646.30 @ 60.795 Type of System: WET Volume of Dry or PreAction System: N/A Name of Contractor: Daart Engineering Address: 4100 Garner Road, Riverside Ca, 92501 Phone Number: 909 888-8696 Name of designer: Brian Gano Authority Having Jurisdiction: City of Newport Beach Fire Dept. Notes: Automatic Deakin results Left: N/A Right: N/A Calculation Date: 1/19/2021 3y�3 �vA�`h Allowance at Source Hose (Safety Margin = 8.802 psi) M.E.P.CAD, Inc. �JAutoSPRINK 2019 v15.1.20.0 AREA# 3 1/19/2021 3:22:42PM Page 1 Job Name: Harbor Day School Remote Area Number: AREA# 3 100 0 04M 900 13N Hydraulic Graph N t.es Date: 1/19/2021 Supply Summary Sheet Node: 19 Static Ra^Ywe 90.009 a9'59] 84B3oaBwIeo.ns ase.3a i 84e M Hose Allowans at Source 2235.00 a ea.000 SW.m d—d ac e I..V M50 Z700 31W 3000 Fl.-g,m 4050 4500 Qy®M.E.P.CAD, Inc. '99 Aut.SPRINK 2019 05.1 .20.0 1119/2021 3:22:"PM Paget Job Name: Harbor Day School Remote Area Number: AREA# 3 100 0 04M S00 13W Hydraulic Graph N "s Date: 1/19/2021 BOR Summary Sheet static Prexure 70.000 eae 2235.00 � ee.000 455.30 548.30 Q 53.180 with Xc:e Allpwanp at Sourre System demand arva 1800 MM 2700 3150 3500 4500 Plow-9Pm & 9 M.E.P.CAO, Inc. !!I AutoSPRINK2019 v15.1.20.0 1/19/2021 3:22:44PM Pace 8��� §ummary 4?f Outf�owing Qgvices,' , Job Number: 19-2484 Report Description: Ordinary Gmup II (AREA# 3) Device Actual Flow m Minimum Flow m K-Factor K Pressure si Hose 15 100.00 100.00 0 53.160 Sprinkler 301 24.54 15.60 5.6 19.197 Sprinkler 302 24.76 ! 22.40 5.6 19.549 Sprinkler 303 23.40 14.80 5.6 17.456 Sprinkler 304 24.98 22.40 5.6 19.901 Sprinkler 305 23.53 19.20 5.6 17.654 Sprinkler 306 25.18 24.90 5.6 20.213 Sprinkler 307 23.93 22.40 5.6 18.262 Sprinkler 308 24.10 22.40 5.6 18.519 Sprinkler 309 24.68 19.20 5.6 19.424 Sprinkler 310 24.91 22.40 5.6 19.782 r> Sprinkler 311 24.90 24.90 5.6 19.771 Sprinkler 312 25.13 22.40 5.6 20.139 Sprinkler 313 25.33 24.90 5.6 20.455 Sprinkler 314 25.58 18.20 5.6 20.858 Sprinkler 315 25.64 18.20 5.6 20.968 Sprinkler 316 25.73 20.70 5.6 21.105 S% Most Demanding Sprinkler Data /y© M.E.P.CAD, Inc. jj AutoSPRINK 2019 v15.1.20.0 1/10/2021 3'2246PM Pane4 Job Name: Harbor Day School Remote Area Number: AREA# 3 Date: 1 /19/2021 Supply Analysis Node Name Static (Psi) Residual Flow (Psi) @ (gPm) Available Total Demand (Psi) (gpm) Required Pressure (Psi) 19 Water Supply 70.000 66.000 1 2235.00 69.597 646.30 60.795 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (Psi) Discharge at Node (gpm) Notes 15 0'-6 Gauge 53.160 100.00 19 -4'-0 Supply 60.795 496.30 301 24'-0 Sprinkler 19.197 24.54 302 24'-0 Sprinkler 19.549 24.76 303 24'-0 Sprinkler 17.456 23.40 304 24'-0 Sprinkler 19.901 24.98 305 24'-0 Sprinkler 17.654 23.53 306 24'-0 Sprinkler 20.213 25.18 307 24'-0 Sprinkler 18.262 23.93 308 24'-0 Sprinkler %519 24.10 309 24'-0 Sprinkler 19.424 24.68 310 24'-0 Sprinkler 19.782 24.91 311 24'-0 Sprinkler 19.771 24.90 312 24'-0 Sprinkler 20.139 25.13 313 24'-0 Sprinkler 20.455 25.33 314 24'-0 Sprinkler 20.858 25.58 315 24'-0 Sprinkler 20.968 25.64 316 24'-0 Sprinkler 21.105 25.73 16 4-0 55.489 k,© M.E.P.CAD, Inc. �Ijj AutoSPRINK 2019 A5.1.20. 1/19/2021 3:22:49PM Paqe 5 Job Name: Harbor Day School Remote Area Number: AREA # 3 Date: 1 /19/2021 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (9pm) Notes 17 -4'-0 56.376 18 -4'-0 56.613 60 24'-9 23.810 61 24'-9 23.859 62 26'-0 23.747 63 26'-0 24.127 64 26'-0% 25.797 65 24'-5'% 22.258 66 24'-5%m 22.417 67 24'-5% 22.729 68 26'-0 23.582 69 26'-0'% 25.839 70 24'-9 24.091 71 24'-9 24.144 72 26'-0% 24.019 73 26'-01A 24,404 74 26'-0% 26.028 75 24'-9 25.455 76 26'-0 25.047 77 26-0 25.214 78 26'-0% 26.240 94 24'-7 42.398 &@ M.E.P.CAD, Inc. jIj AutoSPRINK 2019 05.1.20. 1/19/2021 3:22:49PM Pape 6 Job Name: Harbor Day School Remote Area Number: AREA# 3 Date: 1/19/2021 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PO and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) '.x Total Flow (q) Actual ID Total (Foot) Friction(Pq 311 24'-0 5.6 24.90 1 (See Notes) 0'-0 120 19.771 ..... Route 1 Sprinkler, ,fd(24`-0) 24'-0 0.195184 -0.873 68 28 0 T" 24.90 1.0490 24'-0 4.684 68 26'-0 94.96 2 (See Notes) 9'-8 120 23.582 Flow (q) from Route 4 Poll 0'-0) 10'-0 0.115326 -0.012 69 26 0/ - + 119.86 2.1230 19'_8 2.269 69 26'-0'/ 99.45 4 15'-11 120 25.839 Flow (q) from Route 2 0.011868 74 26 0/ �� -✓':: 219.31 4.2600 15'-11 0.189 74 26'-0'/ 100.05 4 8'-11 120 26.028 Flow (q) from Route 3 0.023787 78 26 0/ .' s 319.36 4.2600 8'-11 0.212 78 26'-0'/ 76.94 4 (See Notes) 369'-10 120 26.240 Flow (q) from Route 11 4fE(10'-0), PO(20'-O), 2fEE(4'- 0) 0.035463 94 24'-7 396.30 4.2600 43T-10 15.526 94 24'-7 6 (See Notes) 23'-4 120 42.398 CV(32'-O), BV(10--0), BOR 42'_0 0.005048 10.432 15 0 6 396.30 6.3570 65 0.330 15 0'-6 100.00 6 (See Notes) 4'-6 120 53.160 E(14'-0) 45'-0 0.007655 1.951 16 4-0 496.30 6.3570 496 0379 16 4-0 6 (See Notes) 117'-11 150 55.489 3EE(T-0), PIV(3'-0) 24'-0 0.006243 17 -4'-0 496.30 6.0900 141'-11 0.886 17 4-0 8 (See Notes) 115'-0 150 56.376 EE(9'-0), E(18'-0) 27'-0 0.001674 18 -4'-0 496.30 7.9800 142'-0 0.238 18 4-0 8 (See Notes) 34'-0 140 56.613 2LtE(22'-OYz), BFP(-4.009), E( 81'-5 0.001490 -0.000 19 4-0 496.30 8.3900 115'-5 4 181 150.00 60.795 Hose Allowance At Source Total(Pt) Route 1 19 646.30 & m M.E.P.CAD, Inc. il11 AutoSPRINK 2019 V15.1.20.0 AREA#3 1/19/2021 3:22:51 PM Page Job Name: Harbor Day School Remote Area Number: AREA # 3 Date: 1/19/2021 Pipe Information Elev 1 Flow added Fittings 8 Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this Step Nominal ID Devices (Foot) Fixing/Device(Equivalent Fitting (Foot) Pf Friction Elev(Pe) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 �:�i Total Flow Actual ID Length Loss Per Unit when applicable, are added Total (Foot) t„r{ x:, (Q) (Foot) (psi) directly to (Pq and shown as (Foot) 306 24'-0 5.6 25.18 1 (See 0'-0 120 20.213 ••••• Route 2..... Notes) Sprinkler, 24'-0 -0.867 , 63 26 0 uk ?'. 25.18 1.0490 0.199220 fd(24'-0) 24' 0 4.781 63 26'-0 74.28 2 (See 10'-8 120 24.127 Notes) Flow (q) from Route 6 10'-0 -0.018 ^' 64 26 Ol/ S r r i 99.45 2.1230 0.081661 PollO'-0) � 20' 8 1.688 64 26'-0% 4 15'-1 120 25.797 0.002748 69 26 Ol/ v `i s 99.45 4.2600 Y}, i ;? 15'-1 0.041 25.839 Total(Pt) Route 2 313 24'-0 5.6 25.33 1 (See 0'-0 120 20.455 ••••• Route 3..... Notes) Sprinkler, 24'-0 -0.885 73 26 0% , 25.33 1.0490 0.201421 , fd(24'-0) 24' 0 4.834 73 26'-0% 74.72 2 (See 9'-8 120 24.404 Notes) Flow (q) from Route 7 10'-0 74 26 0/ •..4 r. 100.05 2.1230 0.082580 POG0'-0) 19'8 1.624 26.028 Total(Pt) Route 3 307 24' 0 5.6 23.93 1 (See 0'-0 120 18.262 ••••• Route 4..... Notes) Sprinkler, 24'-0 -0.199 66 24' 5'/ 23.93 1.0490 0.181370 , fd(24'-0) 24' 0 4,353 66 24'-5% 46.93 2 7'-2 120 22.417 Flow (q) from Route 10 0.043613 67 24'-51/ 70.86 2.1230 7 2 0.313 67 24'-5'/ 24.10 2 (See 120 22.729 Notes) Flow (q) from Route 5 10'-0 -0.674 68 26 0 94.96 2.1230 0.074959 2E(5'-0) 20'-4Y 1.527 23.582 Total(Pt) Route 4 308 24'-0 5.6 24.10 1 (See 0'-0 120 18.519 ••••• Route 5..... Notes) Sprinkler, 24-0 -0.199 67 24'5% 24.10 1.0490 0.183722 ,fd(24'-0) 24' 0 4.409 22.729 Total(Pt) Route 5 &@ M.E.P.CAD, Inc. ffl AutoSPRINK 2019 05.1.20.0 AREA#3 1/19/2021 3:22:51PM Page Job Name: Harbor Day School Remote Area Number: AREA # 3 Date: 1/19/2021 Pipe Information Elev 1 Flow added Fittings & Length CFactor Total(Pt) Notes Node (Foot) K•Factor this Nominal lD Devices (Foot) Fitting/Device(Equivalent Fitting (Foot) Pf Friction Elev(Pe) gs)tep Equiv. Length) Fixed Pressure Losses, r , " Node 2 Elev 2#" Total Flow Actual ID Length Loss Per Unit when applicable, are added Total (Fool) `` (Q) (Fool) (ps,) Fridian(Pf) directly to (Pf) and shown as (Foot) 302 24'-0 5.6 24.76 1 (See 0'-0 120 19.549 ••••• Route 6..... Notes) Sprinkler, 24'-0 -0.325 61 24 9 24.76 1.0490 0.193157 , fd(24'-0) 24' 0 4.636 61 24'-9 24.54 2 (See 9'-3 120 23.859 Notes) Flow (q) from Route 16 10'-0 -0.542 62 26 0 49.30 2.1230 0.022290 2E(5'-0) 19'-3 0.429 62 26'-0 24.98 2 8'-0 120 23.747 Flow (q) from Route 8 0.047588 ('.` 8'-0 0.381 63 26 0 " 74.28 2.1230 24.127 Total(Pt) Route 6 310 24'-0 5.6 24.91 1 (See 0'-0 120 19.782 .... • Route 7 Notes) Sprinkler, 24'-0 -0.325 71 24 9 24.91 1.0490 0.195288 . fd(24'-0) 24' 0 4.687 71 24'-9 24.68 2 (See 9'-3% 120 24.144 Flow (q) from Route 12 10'-0 -0.560 Notes) 72 26 0/ 49.59 2.1230 0.022535 2E(5'-0) 19'-3%z 0.435 72 26'-0% 25.13 2 8'-0 120 24.019 Flow (q) from Route 9 0.048111 73 26' 0/ 74.72 2.1230 8'-0 0.385 24.404 Total(Pt) Route 7 304 24'-0 5.6 24.98 1 (See 120 19.901 • • • • • Route 8 Notes) Sprinkler, 24'-0 -0.867 62 26-0 24.98 1.0490 0.196371 ,fd(24'-0) 4.713 23.747 Total(Pt) Route 8 312 24'-0 5.6 25.13 1 (See 120 20.139 ..... Route 9 Notes) Sprinkler, 24'-0 -0.885 72 26' 0/ 25.13 1.0490 0,198543 , fd(24'-C) 24' 0 4.765 24.019 Total(Pt) Route 9 305 24'-0 5.6 23.53 1 2'-11 120 17.654 ••••• Route 10..... N(See otes) Sprinkler, 29'-0 -0.199 65 24' S% 23.53 1.0830 0.150483 T(5'-0), fd(24'-0) 31'-11 4.803 & @ M.E.P.CAD, Inc. �lljl AutoSPRINK 2019 v15.1.20.0 AREA# 3 1/19/2021 3:22:51 PM Page 9 Job Name: Harbor Day School Remote Area Number: AREA # 3 Date: 1/19/2021 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q)Fitting Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot ) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when eto (Pfhle, are added directly to P0 and shown as (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot ) ,,: i k Total Flow (�) Actual ID Total (Foot) Fdctlon(Pf) 65 24'-5'/ 23.40 2 7'-9Y 120 22.258 Flow (q) from Route 15 0.020348 66 24 5% 46.93 2.1230 7 9 0.159 22.417 Total(Pt) Route 10 316 24'-0 5.6 25.73 1 (See Notes) 0'-0 120 21.105 ••••• Route ll..... Sprinkler, • fd(24'-0) 24'-0 0.207340 -0.867 77 26 0 a i r; 25.73 1.0490 24'-0 4.976 77 26'-0 51.22 2 (See Notes) 10'-6%, 120 25.214 Flow (q) from Route 13 Po(10.-0) 10'-0 0.050797 -0.018 78 26 0% 76.94 2.1230 20'-6'/ 1.043 26.240 Total(Pt) Route 11 309 24'-0 5.6 24.68 1 (See Notes) 0'-0 120 19.424 ••••• Route 12 ••••• Sprinkler, E(2'-0), fd(24'-0) 26'-0 0.192015 -0.325 70 24 9 24.68 1.0490 26' 0 4.992 70 24'-9 2 8'-6 120 24.091 0.006198 71 24 9 24.68 2.1230 8'-6 0.053 24.144 Total(Pt) Route 12 314 24'-0 5.6 25.58 1 (See Notes) 0'-0 120 20.858 ••••• Route 13 ..... Sprinkler, , fd(24'-0) 24'-0 0.205090 -0.325 75 24 9 25.58 1,0490 24' 0 4.922 75 24'-9 2 (See Notes) 10'-3 120 25.455 2E(5'-0) 10'-0 0.005620 -0.542 76 26 0 25.58 2.1230 20' 3 0 134 76 26.-0 25.64 2 7'-0 120 25.047 Flow (q) from Route 14 0.023924 77 26 0 51.22 2.1230 7'-0 0.167 25.214 Total(Pt) Route 13 315 24'-0 5.6 25.64 1 (See Notes) 0'-0 120 20.968 ••••• Route 14••••• Sprinkler, , fd(24'-0) 24'-0 0.206090 -0.867 76 26' 0 25.64 1.0490 24' 0 4 946 25.047 Total(Pt) Route 14 �,©M.E.P.CAD,Inc. Xjj AutoSPRINK 2019 v15.1.20.0 AREA#3 1/19/2021 3:22:51PM Page 10 Job Name: Harbor Day School Remote Area Number: AREA # 3 Date: 1/1912021 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal IO Devices (Foot) FiftinglDevice (Equivalent (q) Equiv. Length) Fixed Pressure Losses, Fitting (Foot) Pf Friction Elev(Pe) „+ Node 2 Elev Foot I `«, Total Flow Actual ID Length LossPerUnit (psi) ) when applicable, are added Total (Foot) .4'1 (D) (Foot) (Foot) Fdction(Pq directly to (Pf) and shown as 303 24'-0 5.6 23.40 1 (See 120 17.466 ..... Route 15 Notes) Sprinkler, 29'-0 -0.199 65 24 SY ; 5t3,a 23.40 1.0830 0.148919 T(5'-0), fd(24'-O) 33'-7 5.001 22.258 Total(Pt) Route 15 301 24'-0 5.6 24.54 1 (See 0'-0 120 19.197 ••••• Route 16..... Notes) Sprinkler, 26'-0 -0.325 60 24 9, ''. 24.54 1.0490 0.189940 E(2'-0), fd(24'-O) 26' 0 4.938 60 24'-9 2 8'-0 120 23.810 0.006131 61 24 9 f v ; 24.54 2.1230 8'-0 0.049 23.859 Total(Pt) Route 16 A/C M.E.P.CAD,Inc. Ill AutoSPRINK 2019 v15.1.20.0 AREA#3 1/19/2021 3:22:51PM Page 11 Job Name: Harbor Day School Remote Area Number: AREA # 3 Date: 1/19/2021 de ( SchedulActual e 40 Steel lPpelInside e Diameter ) 487 -Factor I Multiplying Factor 0.713 116 133 151 r 7�"Fi n,ABsrLegendC i. , u, :r+s5u Sr..fF ,. $.'61 ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backgow Preventer BV Butterfly Valve C Cross Flow Turn 90' eplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90" Elbow EE 45' Elbow Eel 11'/.° Elbow Eel 22%* Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90' FireLock(TM) Elbow fEE 45' FireLock(TM) Elbow flg Flange FN Floating Node IT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LIE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap &@ M.E.P.CAD, Inc. dill AutoSPRINK 2019 v15.1.20.0 AREA#3 1/19/2021 3:22:51PM Page 12 Hydraulic Calculations for Project Name: Harbor Day School Location: 3443 Pacific View Dr., Corona del Mar, Drawing Name: FP PIPING PLAN Details Notes & Level 1 HDS.cad Design Remote Area Number: Remote Area Location: Occupancy Classification: Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: Area # 1 L1 Design Center Light Hazard 0.10gpm/ft' 941ft' (Actual 14102) 116ft' Pendent 15 0 N/Agpm at Node: N/A 100.00 at Node: 19 Type: 50.00 at Node: 15 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 19: 403.35 @ 53.485 Type of System: Wet Volume of Dry or PreAction System: N/A Name of Contractor: Daart Engineering Address: 4100 Garner Road, Riverside Ca, 92501 Phone Number: 909 888-8696 Name of designer: Brian Gano Authority Having Jurisdiction: City of Newport Beach Fire Dept. Notes: Automatic peaking results Left: N/A Right: N/A Calculation Date: 1/20/2021 Allowance at Source Hose (Safety Margin = 15.928 psi) M M.E.P.CAD, Inc. 11AutoSPRINK 2019 05.1.20.0 Area # 1 1/20/2021 3:45:52PM Page 1 Hydraulic Graph Job Name: Harbor Day School IN 1 es Remote Area Number: Area # 1 Data: 1/20/2021 uu Water Supply Summary Sheet 90 Node: 19 Bo ;o=s>atr.ve .M1 .000 4o335�041 +198.0o@5B.000 303.35 g 53A35 � 903.35 with Hasa Allawenae al5ouroa W w sysram aemaaa mare zo to n 0250 No 750 1000 12M +500 1e50 moo Flaw-9pm &a M.E.P.CAD, Inn 41 AutoSPRINK 2019 v15.1.20.0 1120/2021 34555PM zzso 2500 Paae 2 Hydraulic Graph Job Name: Harbor Day School N 1.es Remote Area Number: Area # 1 Date: 1/2012021 100 BOR Summary Sheet ao To=atotme .70n00 4o3.3e a WA1 113a.aa 49 ae.000 30335 4e.310 403 35 with Hale Alloweare eta . 40 system demand a— 20 10 0 02w No 'w low 1230 1No 17W 2000 z 50 26C Flow -Um & C M.E.P.CAD, Inc. qry AuIaSPRINK 201905.1.20.0 1/2012021 3:45:55PM Pace Summary`` ;Of Outflbwitiy Deuces'; is Job Number: 19-2484 Report Description: Liaht Hazard (Area # 11 Device Actual Flow m Minimum Flow m K-Factor Pressure si Hose 15 50.00 50.00 0 46 376 Sprinkler 201 15.54 14.82 5.6 7.699 E' Sprinkler 202 14.82 14.82 5.6 7.000 Sprinkler 203 16.29 14.82 5.6 8.459 Sprinkler 204 16.68 14.82 5.6 8.874 Sprinkler 205 15.53 14.82 5.6 7.696 Sprinkler 206 14.89 14.82 5.6 7.008 Sprinkler 207 18.24 14.82 5.6 10.609 Sprinkler 208 15.61 14.82 5.6 7.769 Sprinkler 209 19.70 14.82 5.6 12.379 Sprinkler 210 15.26 14.82 5.6 7.422 Sprinkler 211 19.80 14.82 5.6 12.495 Sprinkler 212 15.14 14.82 5.6 7.306 Sprinkler 213 17.24 14.82 5.6 9.483 Sprinkler 214 18.66 14.82 5.6 _ 11.101 Sprinkler 215 19.96 16.71 5.6 12.704 b Most Demanding Sprinkler Data &@ M.E.P.CAD, Inc. 41JJAutaSPRINK201905.1.20.0 1/20/2021 3:45:56PM Page4 Job Name: Harbor Day School Remote Area Number: Area # 1 Date: 1 /20/2021 Supply Analysis Node Name Static (P%I) Residual Flow (r4 (psi) (9Pm) Available Total Demand (Psi) (9Pm) Required Pressure (psi) 19 Water Supply 70.000 66.000 1138.00 69.413 403.35 53.485 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (Psi) Discharge at Node (gpm) Notes 15 0'-6 Gauge 46.376 50.00 19 4-0 Supply 53.485 303.35 201 1V-6 Sprinkler 7.699 15.54 202 11'-6 Sprinkler 7.000 14.82 203 1V-6 Sprinkler 8.459 16.29 204 1V-6 Sprinkler 8.874 16.68 205 11'-6 Sprinkler 7.696 15.53 206 1V-6 Sprinkler 7.068 14.89 207 1V-6 Sprinkler 10.609 18.24 208 11'-6 Sprinkler 7.769 15.61 209 1V-6 Sprinkler 12.379 19.70 210 1V-6 Sprinkler 7.422 15.26 211 1V-6 Sprinkler 12.495 19.80 212 1V-6 Sprinkler 7.306 15.14 213 1V-6 Sprinkler 9.483 17.24 214 11'-6 Sprinkler 11.101 18.66 215 9'-6 Sprinkler 12.704 19.96 14 11'-6 41 MI 16 4-0 48.479 ,@ M.E.P.CAD, Inc. +j AutoSPRINK 2019 v15.1.20. 1/20/2021 3:45:59PM Pace Job Name: Harbor Day School Remote Area Number: Area # 1 Date: 1 /20/2021 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 17 -4'-0 48.836 18 -4'-0 48.931 20 11'-6 9.733 21 11'-6 14.779 22 11'-6 8.373 23 11'-6 14.828 24 11'-6 14.965 25 11'-6 15.218 26 11'-6 15.396 27 11'-6 15.824 L OM.E.P.CAD, Inc. fill AutoSPRINK 201905.1.20. 1/20/2021 3:45:59PM Pace Job Name: Harbor Day School Remote Area Number: Area # 1 Date: 1 /20/2021 Pipe Information Elev 1 Flow added Fittings & Lenglh CFactor Total(PC) Notes Node 1 (Foot) K-Factor this q)tep Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Fool) Pf Friction Elev(Pe) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Onit when applicable, are atltletl Total (Foot) (D) (Foot) (psi) Friction(Pf) directly to (Pf) and shown as (Foot) 202 11'-6 5.6 14.82 1 (See 10'-10Yz 120 7.000 ..... Route 1 Notes) Sprinkler 0.063955 205 11 6 14.62 1.0830 10'-10% 0.696 205 1V-6 5.6 15.53 1 (See 11'-5 120 7.696 Notes) Sprinkler, 8'-0 209 11 6 30.35 1.0830 0.241009 4E(2'-0) 19 5 4 684 209 1V-6 5.6 19.70 1'/4 (See 8'-11%x 120 12.379 Notes) Sprinkler, s'-o 0.000 23 11 6 "�' `. 50.05 1.4180 0.163665 PO(6'-O) 14' -11 Y 2.448 23 1V-6 66.75 3 10'-1 120 14.828 Flow (q) from Route 5 0.013617 24 11 6 "" 116.80 3.2600 10' 1 0.137 24 1V-6 50.29 3 9'-7 120 14.965 Flow (q) from Route 2 0.026410 25 - IV-6 7777777- a' 167.09 3.2600 9'-7 0.253 25 1V-6 66.30 3 12'-4/ 120 15.218 Flow (q) from Route 3 0.049004 27 11 6 233.39 3.2600 12-41/2 0.606 27 11'-6 19.96 3 (See 370'-2 120 15.824 Notes) Flow (q) from Route 7 80'-0 -0.000 14 11' 6 253.35 3.2600 0.057038 8tEE(3'-0), 2P0(15'-0), 4Ee2(3 450'-2 25.677-0), 2fE(7'-0) 14 1V-6 6 (See 10'-3 120 41.501 42'-0 4.760 Notes) 15 0 6 253.35 6.3570 0.002206 CV(32'-O), BV(10'-O), BOR 52' 3 0 115 15 0'-6 50.00 6 (See 4'-6 120 46.376 45'-0 1.951 Notes) 16 40 303.35 6.3570 0.003079 E(14'-0) 49 6 0152 16 4-0 6 (See 117'-11 150 48.479 24'-0 Notes) 17 -4' 0 303.35 6.0900 0.002511 3EE(7'-0), PIV(3'-O) 14V-11 0.356 (See 115'-0 150 48.836 27'-0 Notes) 18 -4'-0 303.35 7.9800 0.000673 EE(9'-0), E(18'-0) 142'-0 0.096 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 v15.1.20.0 Area # 1 1/20/2021 3:46:02PM Page 7 Job Name: Harbor Day School Remote Area Number: Area # 1 Date: 1/20/2021 Pipe Information Elev 1 Flow added Fittings 8 Length CFactor Total TO Notes Node 1 (Foot) K-Factor this (q)tep Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) Equiv. Length) Fixed Pressure Losses, ""'sr ' Elev 2 { ; Total Flow Loss Per Unit when applicable, are added Total Node 2 (Foot) (Q) Actual ID Length (psi) (Foot) (Pool) Frlction(PQ directly to (Pf) and shown as it 18 -4'-0 8 (See 34'-0 140 48.931 Notes) Hose, 193'-5 -0.000 19 -4 0 303.35 8.3900 0.000599 2LtE(22'-0'/:), BFP(-0.417), T( 22T-5 4.554 q: 59'-4%), Hose(52'-7), E(30'-6 - %), GV(6'-9%), S 100.00 53.485 Hose Allowance At Source 403.35 Total(Pt) Route 1 206 11'-6 5.6 14.89 1 (See 10'-10Y 120 7.068 ••••• Route 2..... Notes) Sprinkler 208 11 6 14.89 1.0830 0.064528 10'-10% 0.702 208 1V-6 5.6 15.61 1 (See 11'-5 120 7.769 Notes) Sprinkler, 8'-0 211 11 6 30.50 1.0830 0.243158 4E(2'-0) 19 5 4.726 211 11'-6 5.6 19.80 1'/. (See 8'-111/ 120 12.495 Notes) Sprinkler, 6'-0 0.000 24 11-6 :tea. 50.29 1,4180 0.165107 PO(6'-0) ,,;-,: 14' 2.470 14.965 Total(Pt) Route 2 212 11'-6 5.6 15.14 1 (See 91-0% 120 7.306 ..... Route 3 Notes) Sprinkler, 7'-0 22 11 6 15.14 1.0830 0.066537 E(2'-0), T(5'-0) 16'-0'h 1.067 22 11'-6 15.26 1 4'-7 120 8.373 Flow (q) from Route 4 0.241630 213 11 6 30.39 1.0830 4 '-7 1.110 213 11'-6 5.6 17.24 1V, (See 10'-10 120 9.483 Notes) Sprinkler 214 11 6 - 47.64 1.4180 0.149348 10'-10 1.618 214 11'-6 5.6 18.66 1'/. (See 8'-111/ 120 11.101 Notes) Sprinkler, 6'-0 0.000 25 1V-6 66.30 1.4180 0,275256 PO(6'-0) 4.117 15.218 Total(Pt) Route 3 210 11'-6 5.6 15.26 1 (See T-1 120 7.422 • • • • • Route 4 Notes) Sprinkler, 7'-0 22 11'-6 15.26 1.0830 0.067517 E(2 D), T(5 0) 14' 1 0.950 8.373 Total(Pt) Route & © M.E.P.CAD, Inc. tjjj AutoSPRINK 2019 vl5.1.20.0 Area # 1 1/20/2021 3:46:02PM Page 8 Job Name: Harbor Day School Remote Area Number: Area # 1 Date: 1/2012021 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Fool) K-Factor thi (gs)tep Nominal ID Devices (Foot) Fitting/Device (Equivalent (FeIOi) Pf Friction Elev(Pe) Equiv. Length) Fixed Pressure Losses, xu= `f Node 2 Elev 2 S i�? Total Flow Actual ID Length g Loss Per Unit when applicable, are atltlad Total (Foot) ' s. s nzf, (p) (Foot) (psi) Frlctlon(P0 directly to (Pt) and shown as a•�;. (Foot) 201 11'-6 5.6 15.54 1 (See 10'-10'/ 120 7.699 ••••• Route 5..... Notes) Sprinkler 0.069844 203 11 6 me .� a S 15.54 1.0830 10' 10% 0.760 203 11'-6 5.6 16.29 1Y, (See 6'-0 120 8.459 Notes) Sprinkler, 12'-0 , s 20 11 6 31.83 1.4180 0.070816 4E(3'-0) 18'-0 1.274 20 11'-6 16.68 11/1 5'-8 120 9.733 Flow (q) from Route 6 0.154432 207 11 6 48.51 1.4180 A, 5'-8 0.876 207 11'-6 5.6 18.24 1114 (See 8'-11'/ 120 10.609 Notes) Sprinkler, PO(6'-0) 6'-0 0.278738 0.000 21 11 6 " r r 66.75 1.4180 14'-11'/: 4.169 21 11'-6 3 10'-1'/ 120 14.779 0.004836 23 11 fi 66.75 3.2600 10'-11/: 0.049 14.828 Total(Pt) Route 5 204 11'-6 5.6 16.68 1 (See 49'/ 120 8,874 ••••• Route 6••••• Notes) Sprinkler, 20 11 6 16.68 1.0830 0.079645 E(2'-0), T(5'-0) 10'-9%z 0.860 9.733 Total(Pt) Route 6 215 9'-6 5.6 19.96 1 (See 1'-0 120 12.704 ..... Route 7 Notes) Sprinkler, 31'-0 -0.858 26 11' 6 19.96 1.0830 0.110999 E(2'-0), T(5'-0), fd(24'-0) 32'-0 3.550 26 11'-6 1'/. (See 8'-4 120 15.396 6'-0 Notes) 27 11 6 19.96 1.4180 0.029874 PO(6'-0) 14' 4 0.428 15.824 Total(Pt) Route 7 © M.E.P.CAD, Inc. AutoSPRINK 2019 A 5.1,20.0 Area #1 1/20/2021 3:46:02PM Page Job Name: Harbor Day School Remote Area Number: Area # 1 Date: 1/20/2021 de ameter Value ( SchedulActual e 40 Steel 'P pe'Inside Diameter ) 4 87 - Factor I MultiplOng Factor 0.713 1 16 1.33 1.5 I r Elltl)rgs Legentl 1i h ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90` Elbow EE 45° Elbow Eel 11%' Elbow Eel 22%' Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90' FireLock(TM) Elbow fEE 45' FireLock(TM) Elbow flg Flange FN Floating Node fF 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 Pt Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WIrF Wirsbo WMV Water Meter Valve Z Ca ©M.E.P.CAD, Inc. AutoSPRINK 2019 05.1.20.0 Area # 1 1/20/2021 3:46:02PM Page 10 Hydraulic Calculations for Project Name: Harbor Day School Location: 3443 Pacific View Dr., Corona del Mar, Drawing Name: FP PIPING PLAN Details Notes & Level 1 HDS.cad Design Remote Area Number: Remote Area Location: Occupancy Classification: Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: AREA #2 LOBBY / OFFICE Light Hazard 0.10gpm/ft' 1500ft' (Actual 1103ft2) 130ft' Pendent 11 0 N/A gpm at Node: N/A 100.00 at Node: 19 Type: 50.00 at Node: 15 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 19: 342.33 @ 41.593 Type of System: Volume of Dry or PreAction System: N/A Name of Contractor: Daart Engineering Address: 4100 Garner Road, Riverside Ca, 92501 Phone Number: 909 888-8696 Name of designer: Brian Gano Authority Having Jurisdiction: City of Newport Beach Fire Dept. Notes: Automatic peaking results Left: N/A Right: N/A Calculation Date: 1/19/2021 Allowance at Source Hose (Safety Margin = 27.974 psi) L©M.E.P.CAD,Inc. 11AutoSPRINK 2019 v1 5.1.20.0 AREA42 1/19/20213:28:54PM Page Hydraulic Graph Job Name: Harbor Day School N 1.65 Remote Area Number: AREA#2 Date: 1/19/2021 Water Supply Summary Sheet 90 Node: 19 80 78—SYatic Pm�ure 70.080 34z'33 e9.w 11we ae9.000 w w 242.33041.i W t2M with kose I Allowanrx at 9ouroa 30 system anmana curve 20 to 0 e250 Na let luau 1250 late 17W 2000 rl.-epm &C M.E.P.CAD, Inc. 4M A.MSPRINK 2019 0 5.1.20.0 1/19/2021 3:28:57PM 22W 2a0o Page 2 Job Name: Harbor Day School Remote Area Number: AREAQ lea 0 0" 500 750 Hydraulic Graph N 1 ' Date: 1/19/2021 BOR Summary Sheet =stalm — 70.000 33 ee.5e7 M 113s.00 ee.000 242 33 392.33 0 34.793 with Hove Allowance at Source am aamaae wr leue 1250 1500 17W woo Flaw-gPm MW 2500 &0 M.E.P.CAD, Inc. 41 AutoSPRINK2019v15.1.20.0 1/19/2021 3:28:57PM Pape 8��� SUtnmary Uf,,.pUtflOWlhg �B�I�CeS; .„ Job Number: 19-2484 Report Description: Light Hazard (AREA#2) Device Actual Flow laoml Minimum Flow (gpm) K-Factor Pressure Hose 15 50.00 50.00 0 34.793 Sprinkler 101 20.14 13.00 5.6 12.932 Sprinkler 102 18.59 13.00 5.6 11.025 Sprinkler 103 17.54 13.00 5.6 9.808 Sprinkler 104 18.74 13.00 5.6 11.195 Sprinkler 105 16.81 13.00 5.6 9.012 Sprinkler 106 19.56 13.00 5.6 12.195 Sprinkler 107 15.83 13.00 5.6 7.990 Sprinkler 108 15.22 13.00 5.6 7.384 Sprinkler 109 19.43 13.00 5.6 12.039 Sprinkler 110 15.66 13.00 5.6 7.823 [� Sprinkler 111 14.82 13.00 5.6 7.000 b Most Demanding Sprinkler Data �© M.E.P.CAD, Inc. AutoSPRINK 2019vi5.1.20.0 1/19/2021 3:28:58PM paee4 Job Name: Harbor Day School Remote Area Number: AREA#2 Date: 1 /19/2021 Supply Analysis Node Name Static (Psi) Residual Flow (Psi) (9Pm) Available Total Demand (Psi) � (9Pm) Required Pressure (Psi) 19 Water Supply 70.000 66.000 1138.00 69.567 342.33 41.593 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (Psi) Discharge at Node (gpm) Notes 15 0'-6 Gauge 34.793 50.00 19 4-0 Supply 41.593 242.33 101 9'-6 Sprinkler 12.932 20.14 102 9'-6 Sprinkler 11.025 18.59 103 9'-6 Sprinkler 9.808 17.54 104 9'-6 Sprinkler 11,195 18.74 105 9'-6 Sprinkler 9.012 16.81 106 9'-6 Sprinkler 12.195 19.56 107 9'-6 Sprinkler 7.990 15.83 108 9'-6 Sprinkler 7.384 15.22 109 9'-6 Sprinkler 12.039 19.43 110 9'-6 Sprinkler 7.823 15.66 111 9'-6 Sprinkler 7.000 14.82 1 11'-11 16.961 2 11'-11 13.562 3 11'-11 11.895 4 11'-11 9.318 5 11'-6 17.440 6 11'-6 15.626 &D M.E.P.CAD, Inc. ',i Jj AutoSPRINK 2019 v15.1.20. 1/19/2021 3:29:02PM Page 5 Job Name: Harbor Day School Remote Area Number: AREA#2 Date: 1/19/2021 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 7 11'-11 11.556 8 11'-11 10.316 9 11'-11 8.524 10 11'-6 17.775 11 12'-4 15.209 12 11'-9 14.848 13 11'-6 28.101 14 11'-6 29.964 16 -4'-0 36.844 17 -4'-0 37.080 18 -4'-0 37.143 &@ M.E.P.CAD, Inc. 91 AutoSPRINK 2019 05.1.20. 1/19/2021 3:29:02PM Pace 6 Job Name: Harbor Day School Remote Area Number: AREA #2 Date: 1/19/2021 Pipe Information Node 1 El ev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Deviees Equiv. Length (Foot) (Foot) Length (Foot ) C Factor Tatal(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, applicable, are added directly to (PO and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) ElevfPe) Node 2 Elev 2 (Foot) ' ° "r' _' r< Total Flow (Q) Actual ID Total (Foot) Frielion(PQ 111 9'-6 5.6 14.82 1 (See Notes) 12'-1 120 7.000 ••••• Route l••••• Sprinkler, 2E(2'-O), fd(24'-0) 28'-0 0.063955 -1.039 9 11 11 14.82 1.0830 40' 1 2.562 9 11'-11 15.22 1 7'-7 120 8.524 Flow (q) from Route 2 0.236363 8 11 11 30.03 1.0830 7'-7 1.792 8 11'-11 16.81 1'/, 8'-7 120 10.316 Flow (q) from Route 5 0.144779 7 11 11 ,. " 46.84 1.4180 8'-7 1.240 7 11'-11 17.54 1'/. (See Notes) 8'-11 120 11.556 Flaw (q) from Route 6 2E(3'-0) 6'-0 0.260740 0.181 6 11 6 64.38 1.4180 14'-11 3.889 6 11'-6 20.14 1 % (See Notes) 0'-11 120 15.626 Flow (q) from Route 11 PO(8'-0) 8'-0 0.203830 5 11 6 84.52 1.6540 B' 11 1 813 5 11'-6 68.82 2'h 5'-3% 120 17.440 Flaw (q) from Route 3 0.063524 10 ll 6 153.34 2.6350 5'-3'h 0.336 10 11'-6 38.99 2'/e (See Notes) 94'-101/. 120 17.775 Flow (q) from Route 9 PO(12'-0) 12'-0 0.096592 13 11' 6 192.33 2.6350 106A O% 10.325 13 ll'-6 3 (See Notes) 25'-4% 120 28.101 2fE(7'-0), PO(15'-0) 29'-0 0.034259 14 11' 6 192.33 3.2600 54'-41/ 1.863 14 1V-6 6 (See Notes) 10'-3 120 29.964 CV(32'-0), BV(10'-0), 13OR 42'-0 0.001325 4.760 15 0'-6 192.33 6.3570 52' 3 0.069 15 0'-6 50.00 6 (See Notes) 4'-6 120 34.793 E(14'-O) 45'-0 0.002032 1.951 16 -4' 0 ' 242.33 6.3570 49 6 0 101 6 (See Notes) 117'-11 150 36.844 3EE(7'-0), PIV(3'-C) 24'-0 0.001657 17 -4-0 ' 242.33 6.0900 141'-11 0.235 k,©M.E.P.CAD, Inc. 'ijjj AutoSPRINK 2019 v15.1.20.0 AREA#2 1/19/2021 3:29:04PM Page Job Name: Harbor Day School Remote Area Number: AREA#2 Date: 1/19/2021 Pipe Information El1 Flow added Fittings 8 Length CFactor Total(Pt) Notes Made 1 (Foot) t) K-Factor this step Nominal lD Devices (Foot) Fittin IDevice (Equivalent g ( q Fitting (Foot) Pf Friction Elev(Pe) W Equiv. Length) Fixed Pressure Losses, - ''� Node 2 Elev 2 � r'` � Total Flow Actual ID Length Loss Per Unit when applicable, are atltletl Total (Foot) `^a`y. '�d= (Q) o (Foot) (Psi) Fdclion(Pq directly to (Pf) and shown as 17 -4'-0 8 (See 115'-0 150 37.080 27'-0 Notes) 18 4-0 242.33 7.9800 0.000444 EE(9'-0), E(18'-0) 142'-0 0.063 18 4-0 8 (See 34'-0 140 37.143 Notes) Hose, 193'-5 -0.000 19 -4 0 0 �? 242.33 8.3900 0.000396 2LtE(22'-0%), BFP(-4.360), T( 227'-5 4.450 59'-4'/), Hose(52'-7), E(30'-6 i), cv(6' s'/b S 100.00 41.593 Hose Allowance At Source 19 342.33 Total(Pt) Route 1 108 9'-6 5.6 15.22 1 (See 1'-5 120 7.384 ••••• Route 2••••• Notes) Sprinkler, 31'-0 -1.039 9 11 11 15.22 1.0830 0.067194 E(2'-0), T(5'-0), fd(24'-0) 32' S 2.178 8.524 Total(Pt) Route 2 110 9'-6 5.6 15.66 1 (See 9'-9 120 7.823 ••••• Route 3..... Notes) Sprinkler, 26'-0 -1.039 4 11 11 15.66 1.0830 0.070881 E(2'-0), fd(24'-0) 35 9 2.534 4 11'-11 15.83 1 10'-0 120 9.318 Flaw (q) from Route 4 0.258040 3 11 11 31.49 1.0830 10'-0 2.576 3 11'-11 18.74 11/ 10'-1'/z 120 11.895 Flow (q) from Route 8 0.164723 2 11 11 50.23 1.4180 10'-1'/: 1.668 2 11'-11 18.59 1'/4 (See 5'-6 120 13.562 Notes) Flow (q) from Route 7 6'-0 1 11 11 68.82 1.4180 0,294986 PO(6'-0) 11' 6 3.398 1 11'-11 2% (See 12'-1 120 16.961 8'-7 0.181 Notes) 5 11'-6 68.82 2.6350 0.014430 2lE(4'-3'/z) 20' 8 0 298 17.440 Total(Pt) Route 3 107 9'-6 5.6 15.83 1 (See 1'-9 120 7.990 ••••• Route 4, .... Notes) Sprinkler, 31'-0 -1.039 4 11 -11 15.83 1,0830 0.072279 E(2'-0), T(5'-0), fd(24'-0) 32 9 2 367 9.318 Total(Pt) Route 4 &@ M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 v15.1.20.0 AREA#2 1/19/2021 3:29:04PM Page Job Name: Harbor Day School Remote Area Number: AREA#2 Date: 1/19/2021 Pipe Information Node 1 El(Foot) 1t) K•Faetor Flow added this step (q) Nominal ID Devices Fittings & Equiv. Length (Fool) Length (Foot) CFactor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot)' Total Flow ( D) Actual ID Total (Foot) Fdctlon(PQ 105 9'-6 5.6 16.81 1 (See Notes) 0'-0 120 9.012 ••••• Route 5••••• Sprinkler, T(5'-0), fd(24'-0) 29'-0 0.080790 -1.039 8 11 11 16.81 1.0830 29 0 2.343 10.316 Total(Pt) Route 5 103 9'-6 5.6 17.54 1 (See Notes) 0'-11 120 9.808 ••••• Route 6..... Sprinkler, E(2'-0), T(5'-0), fd(24'-0) 0 0.087373 -1.039 7 11 11 17.54 1.0830 31'-11 2.787 11.556 Total(Pt) Route 6 102 9'-6 5.6 18.59 1 (See Notes) 5'-9 120 11.025 ••••• Route 7..... Sprinkler, E(2'-0), T(5'-0), fd(24'-0) 31'-0 0.097357 -1.039 2 11'-11 18.59 1.0830 36 9 3.576 13.562 Total(Pt) Route 7 104 9'-6 5.6 18.74 1 (Sea Notes) 6'-6 120 11.195 ••••• Route B••••• Sprinkler, T(5'-0) 11'-0 0.098741 -1.030 .033E(2'-0), 3 11' 11 - 18.74 1.0830 1T 6 1.729 11.895 Total(Pt) Route 8 109 9'-6 5.6 19.43 1 (See Notes) 2'-9 120 12.039 ••••• Route 9..... Sprinkler, 2E(2'-O), T(5'-0), fd(24'-0) 33'-0 0.105609 -0.966 12 111-9 19.43 1.0830 369 3.776 12 11'-9 1'/. (See Notes) 15'-7 120 14.848 2E(3'-0) 6'-0 0.028424 -0.253 11 12'-4- 19.43 1.4180 21' 7 0.613 11 12'-4 19.56 1'/, (See Notes) 12'-5 120 15.209 Flow (q) from Route 10 E(3'-0), PO(6'-0) 9'-0 0.103081 0.361 10 11 6 38.99 1.4180 21' S 2.206 17.775 Total(Pt) Route 9 106 9'-6 5.6 19.56 1 (See Notes) 6'-7% 120 12.195 ••••• Route l0••••• Sprinkler, 2E(2'-0), T(5'-0), fd(24'-0) 33'-0 0.106876 -1.219 11 12-0 19.56 1.0830 39'-7Y 4.233 15.209 Total(Pt) Route 10 101 9'-6 5.6 20.14 1 (See Notes) 0'-6 120 12.932 ••••• Route 11 ..... Sprinkler, E(2-0), T(5-0), fd(24'-0) 31-0 0.112839 -0.858 6 11'-6 20.14 1.0830 31' 6 3.552 &©M.E.P.CAD,Inc. 41 AutoSPRINK 2019 v15.1.20.0 AREA#2 1/19/2021 3:29:04PM Page Job Name: Harbor Day School Remote Area Number: AREA #2 Date: 1/19/2021 Pipe Information Elev 1 Flow added Fittings & Length CFactor Total(Pt) Notes Node 1 (Fool) K-Factor thi,gs)tep Nominal to Deviees (Foot) FlttinglDevice (Equivalent Fitting (Foot) Pf Friction Elev( Pe) Equiv. Length) Fixed Pressure Losses, m#{', Elev2"" Total Flow Loss Pertlnit when applicable, are added Total Node 2 (Foot) s} ,„ C� �/, (�) Actual ID Length (psi) a .; ... �., (Foot)(Foot) Frietion(Pf) directly to (Pf) and shown as 15.626 I Total(Pt) Route 11 &5 ©M.E.P.CAD, Inc. 4JAutaSPRINK 2019 05.1.20.0 AREA#2 1/19/2021 3:29:04PM Page 10 Job Name: Harbor Day School Remote Area Number: AREA #2 Date: 1/19/2021 Actual Inside Diameter 4.67 Factor Value Of C 100 130 140 150 = Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1 51 'r Figngs Leggnd ,� „r.. � 4 f �ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer By Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve De1V Deluge Valve DPV Dry Pipe Valve E 90' Elbow EE 45' Elbow Eel 1111/* Elbow Eel 22'/V Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90' FireLock(TM) Elbow fEE 45' FireLock(TM) Elbow fig Flange FN Floating Node ff 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 PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap & @ M.E.P.CAD, Inc. ffl AutoSPRINK 2019 v15.1.20.0 AREA#2 1/19/2021 3:29:04PM Page 11 Hydraulic Calculations for Project Name: Harbor Day School Location: 3443 Pacific View Dr., Corona del Mar, Drawing Name: HARBOR DAY SECOND FLOOR CALCS.cad Design Remote Area Number: # 4 Remote Area Location: L2 Staff Lounge Occupancy Classification: Light Hazard Density 0.10gpm/ft' Area of Application: 900ft' (Actual 973ft2) Coverage per Sprinkler: 140ft' Type of sprinklers calculated: Pendent No. of sprinklers calculated: 11 No. of nozzles calculated: 0 In -rack Demand: N/A gpm at Node: N/A Hose Streams: 100.00 at Node: 19 Type: 50.00 at Node: 15 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 19: 343.30 @ 48.968 Type of System: Volume of Dry or PreAction System: N/A Name of Contractor: Daart Engineering Address: 4100 Garner Road, Riverside Ca, 92501 Phone Number: 909 888-8696 Name of designer: Brian Gano Authority Having Jurisdiction: City of Newport Beach Fire Dept. Notes: Automatic peaking results Left: 48.968 Right: 48.968 Calculation Date: 1/19/2021 Allowance at Source Hose (Safety Margin = 20.907 psi) .© M.E.P.CAD, Inc. NdAutoSPRINK 2019 05.1.20.0 # 4 1/19/2021 3:13:05PM Page 1 Job Name: Harbor Day School Remote Area Number: # 4 toe Hydraulic Graph N tea Date: 1/19/2021 Supply i I Summary Sheet b Node: 19 0 Available Supply 0 staticl a ura70.000 3C3.30 09.&2 as.ag ee.ggg 0 0 43.30 3e3.30wrfhlo AIIaomreataaurm 0 a- System dement owe 0 ±L: 0 - 0 111111111 ..... ... ........ 04150 900 1350 1800 225U 2700 31W 3e00 4050 4500 Flmv-gprn 0 M.E.P.GAD, Inc 30 Ant.SPRINK 2019 v15.1.20.0 111912021 3:13:07PM Pace Job Name: Harbor Day School Remote Area Number: # 4 too 0 o4i5O Soo 13M Hydraulic Graph N'm Date: 1/19/2021 BOR Summary Sheet Available Supply =Static Res000 343.30 (19.87 &9.3] 2235.00 w.000 243.30 330 @ 42192 with Hose Allowarue at Suurre am d aave E l 1300 2259 2700 31M WCIO 4050 4500 Flow-"rn & 0 M.E.P.CAD, Inc. 1111 AutoSPRINK 2019 v15.1.20.0 111912021 3:13:07PM Pa0e3 ���� SUI►1M��/ ©f (,iq�OWl�9 �@VICC.4�„ +,`,i, 'ys u�!r(, j; Job Number: 19-2484 Report Description: Light Hazard (# 4) Device Actual Flow m Minimum Flow m K-Factor K) Pressure (dell I Hose 15 50.00 50.00 0 42.192 b Sprinkler 501 14.82 14.82 5.6 7.000 Sprinkler 502 15.29 14.82 5.6 7.459 Sprinkler 503 17.82 14.82 5.6 10.125 Sprinkler 504 18.50 14.82 5.6 10.915 Sprinkler 505 19.71 14.82 5.6 12.387 Sprinkler 506 15.50 14.82 5.6 7.659 Sprinkler 507 15.66 14.82 5.6 7.823 Sprinkler 508 17.39 14.82 5.6 9.643 I Sprinkler 509 17.39 14.82 5.6 9.647 Sprinkler 510 19.99 14.82 5.6 12.737 Sprinkler 511 21.23 14.82 5.6 14.367 y Most Demanding Sprinkler Data �, © M.E.P.CAD, Inc. AuWSPRINK 2019 v15.1.20.0 1/19/2021 3:13:09PM Pads 4 Job Name: Harbor Day School Remote Area Number: # 4 Date: 1/19/2021 Supply Analysis Noe. Name Static (psi) Residual Flow (psi) (gpm) Available Total Daman d (psi) (gpm) Required Pressure (psi) 19 Water Supply 70.000 66.000 2235.00 69.875 343.30 48.968 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gPm) Notes 15 0'-6 Gauge 42.192 50.00 19 -4'-0 Supply 48.968 243.30 501 24'-0 Sprinkler 7.000 14.82 502 24'-0 Sprinkler 7.459 15.29 503 24'-0 Sprinkler 10.125 17.82 504 24'-0 Sprinkler 10.915 18.50 505 24'-0 Sprinkler 12.387 19.71 506 24'-0 Sprinkler 7.659 15.50 507 24'-0 Sprinkler 7.823 15.66 508 24'-0 Sprinkler 9.643 17.39 509 24'-0 Sprinkler 9.647 17.39 510 24'-0 Sprinkler 12.737 19.99 511 24'-0 Sprinkler 14.367 21.23 16 -4'-0 44.244 17 4-0 44.481 18 4-0 44.545 8o 25'-0 9.159 81 27'-0 12.735 82 27'-0 12.798 A&@ M.E.P.CAD, Inc. M1 AutoSPRINK 2019 05.1.20. 1/19/2021 3:13:12PM Paqe 5 Job Name: Harbor Day School Remote Area Number: # 4 Date: 1/19/2021 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 83 27'-0 15.561 84 27'-0 17.549 85 27'-0 18.292 86 27'-0 18.403 87 25'-3 9.828 88 26'-6'/ 11.856 89 27'-0 13.350 90 27'-0 15.905 91 27'-0 16.605 92 27'-0 18.579 93 24'-7 31.404 94 24'-7 31.673 d&l M.E.P.CAD, Inc. F'fl AutoSPRINK 2019 05.1.20. 1/19/2021 3:13:12PM Paqe 6 Job Name: Harbor Day School Remote Area Number: # 4 Date: 1/19/2021 Pipe Information Node 1 El1 (Foot) t) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Tatal(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are ad directly to (Pf) and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) " i '` Wx' Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 501 24'-0 5.6 14.82 1 (See Notes) 9'-6%: 120 7.000 ..... Route 1 Sprinkler, E(2'-0), T(5'-0), fd(24'-0) 31'-0 0.063955 -0.434 80 25 0 'S i 74.82 1.0830 40'-6Y 2.592 80 25'-0 15.29 1 (See Notes) 14'-8% 120 9.159 Flow (q) from Route 2 2E(2'-O) 4'-0 0.237488 -0.867 81 27 0 .,;. 30.11 1.0830 4.443 81 27'-0 17.82 1'/. 0'-5 120 12.735 Flow (q) from Route 7 0.151047 82 27 0 r .p - ,; 47.93 1.4180 0'-5 0.063 82 27'-0 18.50 1'/4 10'-0 120 12.798 Flow (q) from Route 8 0.276300 83 27 0 "' "t 66.43 1.4180 10'-0 2.763 83 27'-0 19.71 1+/, 9'-5 120 15.561 Flow (q) from Route 9 0.211117 84 27 077 86.14 1.6540 9'-5 1.988 84 27'-0 2 (See Notes) 1'-101/. 120 17.549 POGO'-0) 10'-0 0.062596 85 27 0 mx %- 86.14 2.1230 11'-10% 0.743 85 27'-0 2Y: 5'-1 120 18.292 0.021857 86 27 0 86.14 2.6350 5'-1 0.111 86 27'-0 2123 2+/ 5'-4 120 18.403 Flow (q) from Route 11 0.032852 92 27 0 107.37 2.6350 5' 4 0.176 92 27'-0 85.93 2% (See Notes) 100'-2/. 120 18.579 Flow (q) from Route 3 2fE(4-3+/), PO(12'-0) 20'-7 0.097491 1.048 93 24-7 193.30 2.6350 120'-9% 11.778 93 24'-7 4 (See Notes) 18'-7 120 31.404 fE(10'-O) 10'-0 0.009396 94 24-7 "- 193.30 4.2600 28' 7 0.269 94 24'-7 6 (See Notes) 23'-4 120 31.673 CV(32'-O), BV(10'-0), BOR 42'-0 0.001338 10.432 15 0-6 193.30 6.3570 65' 4 0p87 & m M.E.P.CAD, Inc. 41 AutoSPRINK 2019 V15.1.20.0 #4 1/19/2021 3:13:15PM Page Job Name: Harbor Day School Remote Area Number: # 4 Date: 1/19/2021 Pipe Information Elav 1 ad Flow tided Fittings & Length CFactor Total(Pt) Notes Node t (Foot) K-Factor thistap q) Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) (Foot) Pf Friction Elev(Pe) Equiv. Length) Fixed PressurLosses, r. .t '+` Node 2 Elev 2 s . t Total Flow Actual ID Length Loss Per Unit when applicable, are added Total Foot ( ) '�`� t `. (D) (Foot) (Foot) (psi) Friction(Pi) directly to (Pf) and shown as .. .,,. r.. 15 0'-6 50.00 6 (See 4'-6 120 42.192 45'-0 1.951 Notes) 16 -4 0 243.30 6.3570 0.002047 E 14'-0 ( ) 49'-6 0.101 16 4-0 6 (See 11T-11 150 44.244 24'-0 0.001670 Notes) 3EE(T-0), PIV(3'-0) 17 -4 0 : 243.30 6.0900 141'-11 0.237 17 4-0 8 (See 115'-0 150 44.481 27'-0 0.000448 Notes) EE(9'-0), E(18'-0) 18 4-0 a' 243.30 7.9800 142'-0 0.064 18 4-0 8 (See 34'-0 140 44.545 81'-5 -0.000 Notes) 19 40 'F 243.30 8.3900 0.000399 2LtE(22'-0/), BFP(-4.377), E( 115'-5 4.423 30'-6'/), GV(6'-9'/), S 100.00 48.968 Hose Allowance At Source 19 7777 343.30 Total(Pt) Route 1 502 24'-0 5.6 15.29 1 (See 0'-5/ 120 7.459 eeee a Route 2 eeeee Notes) Sprinkler, 31'-0 -0.434 80 25 0 15.29 1.0830 0,067825 E(2'-0), T(5'-0), fd(24'-0) 31'-5'/ 2.133 9.159 Total(Pt) Route 2 506 24'-0 5.6 15.50 1 (See 5'-0 120 7.659 eeeee Route 3 eeeee Notes) Sprinkler, 34'-0 -0.542 87 25 3 15.50 1.0830 0.069502 2T(5'-0), fd(24'-0) 39 0 2 711 87 25'-3 15.66 1 (See 12'-11 120 9.828 Notes) Flow (q) from Route 4 4'-0 -0.759 89 27 0 31.16 1.0830 0.253030 2E(2'-0) 16'-11 4.280 89 27'-0 34.78 1'/a 9'-41% 120 13.350 Flow (q) from Route 5 0.272553 90 27 0 65.94 1.4180 9 '-4'/: 2.555 90 27'-0 19.99 1 / 3'-4 120 15.905 Flow (q) from Roue 10 0.210157 91 27-0 85.93 1.6540 3'-4 0.701 k,© M.E.P.CAD, Inc. �jj AutoSPRINK 2019 V15.1.20.0 #4 1/19/2021 3:13:15PM Page Job Name: Harbor Day School Remote Area Number: # 4 Date: 1/19/2021 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this q� ep Nominal ID Fittings 8 pevices Equiv. Length (Foot) Ft Length (Foot) CFactor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) Pf Friction Per Unit (psi) Elev(Pe) Node 2 Elev2 (Foot) * e. K x , =', 'i, } f , Total Flow (a) Actual ID Total (Foot) Fdction(PQ 91 27'-0 2 (See Notes) 11'-8 120 16.605 2E(5"0), PO(10'-0) 0.062311 92 27 0 �. ' c ,� . 85.93 2,1230 31'-8 1.973 18.579 Total(Pt) Route 3 507 24'-0 5.6 15.66 1 (See Notes) : 120 7.823 ••••• Route 4••••• Sprinkler, E(2'-0), T(5'-0), fd(24'-0) 31'-0 0.070878 -0.542 87 25 3 - �' 15.66 1.0830 35'-11 % 2.547 9.828 Total(Pt) Route 4 508. 24'-0 5.6 17.39 1 (See Notes) 5'-6% 120 9.643 ••••• Route 5..... Sprinkler, 2E(2'-0), T(5'-0), fd(24'-O) 33'-0 0.086011 '-' -1.102 88 26 6/ 17.39 1.0830 38'-6'/: 3.314 88 26'-6% 17.39 1 (See Notes) 0'-51/2 120 11.856 Flow (q) from Route 6 T(5'-0) 5'-0 0.310125 -0.199 89 27 0 34.78 1.0830 5'-5'/a 1.693 13.350 Total(Pt) Route 5 509 24'-0 5.6 17.39 1 (See Notes) 5'-6 120 9.647 • • • • • Route 6 Sprinkler, 2E(2 -0), T(5'-0), fd(24'-0) 33'-0 0.086041 -1.102 88 26 6Yz - 17.39 1.0830 38' 6 3.311 11.856 Total(Pt) Route 6 503 24'-0 5.6 17.82 1 (See Notes) 10'-5% 120 10.125 ••••• Route 7••••• Sprinkler, 2E(2'-O), T(5'-0), fd(24'-O) 33'-0 0.089985 -1.301 81 27' 0 17.82 1.0830 43'-5Y 3.910 12.735 Total(Pt) Route 504 24'-0 5.6 18.50 1 (See Notes)I 2'-0 120 10.915 ••••• Route 8..... Sprinkler, E(2'-0), T(5'-0), fd(24'-O) '- 310 0.096459 -1.301 82 27 0 18.50 1.0830 33'-0 3 183 - 12.798 Total(Pt) Route 8 505 24'-0 5.6 19.71 1 (See Notes) 8'-3 120 12.387 ..... Route 9 Sprinkler, 2E(2'-0), T(5'-O), fd(24'-0) 33'-0 0.108435 -1.301 83 2T-0 19.71 1.0830 41' 3 4 474 15.561 Total(Pt) Route 9 9) M.E.P.CAD, Inc. '�j AutoSPRINK 2019 v15.1.20.0 #4 1/19/2021 3:13:15PM Page Job Name: Harbor Day School Remote Area Number: # 4 Date: 1/19/2021 Pipe Information Elev 1 Flow added Fittings 3 Length C Factor Tmal(PQ Notes Node 1 (Foot) K-Factor this step Nominal lD Devices (Foot) FlttinglDevice(Equivalent Equiv. FIKIn9 (Foot) Pr Friction Elev(Pe) Length) Fixed Pressure Losses, .r + %^. Node 2 Elev 2 +`�� { Total Flow Actual ID Length Lass Per Unit when applicable, are added Total (Foot) j „�� rl (Q) (Foot) (psi) Friction P (n directlyto (Pf) and shown as (Foot) 510 24'-0 5.6 19.99 1 (See 7'-2 120 12.737 ••••• Route 10 ..... Notes) Sprinkler, -1.301 90 27 0;' 19.99 1.0830 0.111265 2E(2'-0), T(5'-0), fd(24'-0) 40' 2 4.468 15.905 Total(Pt) Route 10 511 24'-0 5.6 21.23 1 (See 4' 11 120 14.367 ..... Route 11 .... • Notes) Sprinkler, 86 270 r -' 21.23 1.0830 0.124376-1.301 2E(2'-0), T(5'-0), PO(5'-0), fd(2 42'-11 5.336 4'-0) 18.403 Total(Pt) Route 11 &@ M.E.P.CAD, Inc. ill AutoSPRINK 2019 v15.1.20.0 #4 1/19/2021 3:13:15PM Page 10 Job Name: Harbor Day School Remote Area Number: # 4 Date: 1/19/2021 Actual Inside Diameter 4.87 = Factor Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) Multiplying Factor 0.713 1 1fi 1 33 1 51 ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90' cpig Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90' Elbow EE 45° Elbow Eel 11IA' Elbow Ee2 22%* Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90' FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LIE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WIrF Wimbo WMV Water Meter Valve Z Cap & @ M.E.P.CAD, Inc. 'qjj AutoSPRINK 2019 v15.1.20.0 # 4 1/19/2021 3:13:15PM Page 11 AMOUNT PAID: $376.00 CHECK NO: TEST NO: PROJECT: PROJECT LOCATION: TEST CONDUCTED FOR: TEST PERFORMED BY: TEST WITNESSED BY: CITY OF NEWPORT BEACH UTILITIES DEPARTMENT FIRE HYDRANT FLOW TEST 3443 PACIFIC VIEW DRIVE NIKO RABIC AUGER, AUGER DATE: 12/15/2020 TIME: 6:OOAM WEATHER: CLEAR FIELD OBSERVATIONS AND FLOW DATA STATIC HYDRANT 2236 LOCATION: 3443 PACIFIC VIEW DRIVE F/H MANUFACTURER: (ONES NUMBER & SIZE OF OUTLETS: 1-2.5" 14" STATIC PRESSURE, ( Ps , psi), PRE -FLOW: 70 RESIDUAL PRESSURE,(Pr,psi) FLOWING: 66 FLOW HYDRANT#: 2235 LOCATION: 1740MARGUERITE AVE. F/H MANUFACTURER: JONES NUMBER & SIZE OF OUTLETS: 1-2.5' 14" STATIC PRESSURE, PRE -FLOW (INFO ONLY, NOT FOR TEST CALCS): F/H OUTLET SIZE (2.5 or4.0): 2.5 (d, inches) FLOW LOSS COEFFICIENT - TUBE C=1.0 / BUTT C=0.9 0.9 PITOT GAUGE READING (p,psi ): 46 OBSERVED FLOW: THE OBSERVED FLOW FROM A/HYDRANT OUTLET IS CALCULATED FROM THE FOLLOWING EQUATION: Q s - 29.83(Cd ') 2 iI WHERE; Q IS THE OBSERVED FLOW IN GPM; d IS THE OUTLET DIAMETER IN INCHES; p IS THE PITOT GAUGE PRESSURE IN PSI; AND C IS THE FLOW LOSS COEFFICIENT (C = 1.0 FOR FLOW TUBES AND C = 0.9 FOR BUTT FLOW READINGS ). OBSERVED FLOW (Qs, gpm): 1138 GPM DISCHARGE CALCS: THE DISCHARGE FOR A GIVEN FIRE HYDRANT CAN BE DETERMINED FROM THE FOLLOWING EQUATION USING THE INITIAL ( STATIC) WATER PRESSURE AND THE RESIDUAL ( DYNAMIC ) WATER PRESSURE: Ps — 20 0.54 /� Qr—Qs Ps—P, WHERE; Q ( STATIC OR RESIDUAL) IS THE FLOW IN GPM; AND P ( STATIC OR RESIDUAL) IS THE PRESSURE IN PSI. NOTE: A 10 PSI DROP IS REQUIRED FOR VALID TEST! CALCULATED FLOW AT 20 psi (Qr, gpm): 4451 GPM Hydraulic Calculations for Project Name: Harbor Day School Location: 3443 Pacific View Dr., Corona del Mar, Drawing Name: FP PIPING PLAN Details Notes & Level 1 HDS.cad Design Remote Area Number: Remote Area Location: Occupancy Classification: Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: Area # 1 L1 Design Center Light Hazard 0.10gpm/ft' 941ft' (Actual 14102) 116ft' Pendent 15 0 N/Agpm at Node: N/A 100.00 at Node: 19 Type: 50.00 at Node: 15 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 19: 403.35 @ 53.485 Type of System: Wet Volume of Dry or PreAction System: N/A Name of Contractor: Daart Engineering Address: 4100 Garner Road, Riverside Ca, 92501 Phone Number: 909 888-8696 Name of designer: Brian Gano Authority Having Jurisdiction: City of Newport Beach Fire Dept. Notes: Automatic peaking results Left: N/A Right: N/A Calculation Date: 1/20/2021 Allowance at Source Hose (Safety Margin = 15.928 psi) LO M.E.P.CAD, Inc. ifllAutoSPRINK 2019 v15.1.20.0 Area # 1 1/20/2021 3:45:52PM Page 1 Job Name: Harbor Day School Remote Area Number: Area # 1 too Hydraulic Graph N vas Date: 1/20/2021 Water Supply Summary Sheet Node: 19 =Static Prestrte 70mo0 403.35 53.41 1138.00 55.000 303.35 M3.35 a 53A85 MM Hose All... et Souroa System demand avve 0 111111111 500 130 02N 1000 12M two 17W moo Flax-gpm 2250 2500 & C M.E.P.GAD, Inc. Ili1 AutOSPRINK 2019 v15.1.20.0 1120/2021 3:45:55PM Page2 Hydraulic Graph Job Name: Harbor Day School N 1.85 Remote Area Number: Area # 1 Date: 1/20/2021 100 BOR Summary Sheet w 80 -4j 403.35 @ 6341 1136.00 06.00o 50 303 36 a 46.3T5 403 35 w m Hale Allowance at Source 40 3U SysLm demand mve zo 10- K iLL U I 0 02 500 150 1000 12W 1500 2000 2250 25C Ff. -9Pm &0 M.E.P.CAD, Inc. j111 AatoSPRINK 2019 v15.1.20.0 1/20/2021 3:45:55PM Face ���� Summa df,(� to yln Dgv�cea' t , MENINEEMEN . Job Number: 19-2484 Report Description: Light Hazard (Area # 1) Device Actual Flow m Minimum Flow m K-Factor K Pressure si Hose 15 50.00 50.00 0 46.376 Sprinkler 201 15.54 14.82 5.6 7,699 b Sprinkler 202 14.82 14.82 5.6 7.000 Sprinkler 203 16.29 14.82 5.6 8.459 Sprinkler 204 16.68 14.82 5.6 8.874 Sprinkler 205 15.53 14.82 5.6 7.696 Sprinkler 206 14.89 14.82 5.6 7.068 Sprinkler 207 18.24 14.82 5.6 10.609 Sprinkler 208 15.61 14.82 5.6 7.769 Sprinkler 209 19.70 14.82 5.6 12.379 Sprinkler 210 15.26 14.82 5.6 7.422 Sprinkler 211 19.80 14.82 5.6 12.495 Sprinkler 212 15.14 14.82 5.6 7.306 Sprinkler 213 17.24 14.82 5.6 9.483 Sprinkler 214 18.66 14.62 5.6 11.101 Sprinkler 215 19.96 16.71 5.6 12.704 j b Most Demanding Sprinkler Data Ij�,© M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.20.0 1/20/2021 3:45:56PM Page Job Name: Harbor Day School Remote Area Number: Area # 1 Date: 1 /20/2021 Supply Analysis Node Name Static (psi) Residual Flow (Psi) @ Were) Available Total Demand (psi) @ (gpm) Required Pressure (poi) 19 Water Supply 70.000 66.000 1 1138.00 69.413 403.35 53.485 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (Psi) Discharge at Node Were) Notes 15 0'-6 Gauge 46.376 50.00 19 -4'-0 Supply 53.485 303.35 201 11'-6 Sprinkler 7.699 15.54 202 11'-6 Sprinkler 7.000 14.82 203 11'-6 Sprinkler 8.459 16.29 204 11'-6 Sprinkler 8.874 16.68 205 11'-6 Sprinkler 7.696 15.53 206 11'-6 Sprinkler 7.068 14.89 207 11'-6 Sprinkler 10.609 18.24 208 11'-6 Sprinkler 7.769 15.61 209 11'-6 Sprinkler 12.379 19.70 210 11'-6 Sprinkler 7.422 15.26 211 11'-6 Sprinkler 12.495 19.80 212 11'-6 Sprinkler 7.306 15.14 213 11'-6 Sprinkler 9.483 17.24 214 11'-6 Sprinkler 11.101 18.66 215 9'-6 Sprinkler 12.704 19.96 14 11'-6 41.501 16 -4'-0 48.479 (d @ M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 05.1.20. 1/20/2021 3:45:59PM Pace 5 Job Name: Harbor Day School Remote Area Number: Area # 1 Date: 1 /20/2021 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (9pm) Notes 17 4-0 48.836 18 -4'-0 48.931 20 11'-6 9.733 21 11'-6 14.779 22 11'-6 8.373 23 11'-6 14.828 24 11'-6 14.965 25 11'-6 15.218 26 11'-6 15.396 27 11'-6 15.824 fit,© M.E.P.CAD, Inc. 11 AutoSPRINK 2019 v15.1.20. 1/20/2021 3:45:59PM Page6 Jab Name: Harbor Day School Remote Area Number: Area # 1 Date: 1 /20/2021 Pipe Information Node 1 El ev 1 (Foot) K•Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot ) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PI) and shown as FINm 9 (Foot) Pf Friction Loss Per unit (psi) Elev(Pe) Node 2 Elev 2 (Poet) * .N r " ; + - Total Flow (�) Actual ID Total (Foot) Frlction(PQ 202 11'-6 5.6 14.82 1 (See Notes) 10'-10% 120 7.000 ••••• Routs l..... Sprinkler 0.063955 205 11 6 14.82 1.0830 205 11'-6 5.6 15.53 1 (See Notes) 11'-5 120 7.696 Sprinkler, 4E(2'-O) 8'-0 0.241009 209 11 6 -r, 30.35 1.0830 19 5 4.684 209 1V-6 5.6 19.70 1'/. (See Notes) 8'-11'/ 120 12.379 Sprinkler, PO(6'-0) 6'-0 D.163665 0.000 23 11 6 ,r'_? J ;' 50.05 1.4180 14'-11 % 2.448 23 11'-6 66.75 3 to,-1 120 14.828 Flow (q) from Route 5 0.013617 24 11 6 116.80 3.2600 10'-1 0.137 24 1 V-6 50.29 3 9'-7 120 14.965 Flow (q) from Route 2 0.026410 25 11 6 167.09 3.2600 9'-7 0.253 25 11'-6 66.30 3 12'-4'/ 120 15.218 Flow (q) from Route 3 0.049004 27 11 6 233.39 3.2600 12'-4% 0.606 27 1V-6 19.96 3 (See Notes) 370'-2 120 15.824 Flow (q) from Route 7 UEE(3'-O), 2PO(15'-0), 4Ee2(3 '-0), 2fE(7'-O) 80'-0 0.057038 -0.000 14 11 6 253.35 3.2600 450'-2 25.677 14 11'-6 6 (See Notes) 10'-3 120 41.501 CV(32'-O), BV(10'-0), BOR 42'-0 0.002206 4.760 15 0-6 253.35 6.3570 52' 3 0115 15 0'-6 50.00 6 (See Notes) 4'-6 120 46.376 E(14'-O) 45'-0 0.003079 1.951 16 -4 0 303.35 6.3570 49 6 0 152 16 4-0 6 (See Notes) 117'-11 150 48.479 3EE(7'-0), PIV(3'-0) 24'-0 0.002511 17 4-0 303.35 6.0900 14V-11 0.356 8 (See Notes) 115'-0 150 48,836 EE(9'-0), E(18'-0) 27'-0 0.000673 303.35 7.9800 142'-0 0.096 © M.E.P.CAD, Inc. NJ AutoSPRINK 2019 05.1.MO Area # 1 1/20/2021 3:46:02PM Page 7