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20160114 Hydraulic Overview 06292016�JjIfHydraullc Overview Job Number: 216052 Report Description: Light Hazard (2) Job Job Number 216052 D.elgn Engineer MICHAEL H Jab Name: Yelm 9 Unit Phone 253 - 377 -6988 Fqx Addre a 7 Slate cerfil atlonfUmtseNumbar 1315 Yelm AVE W emerafl980mr Address 2 AHJ Yelm WA Yelm Address 3 Sub &iWBUlldJ.g System Density 0.100gpmw (Actual 2564.58ft2) Moss Oemending SpHnWK Data F2,535-00T 5.6 K- Factor 14.82 at 7.000 ¢overage Per Spr],Wer SaI WI.tod 119.25ft' 26 system std- Rex D—d 433.37 29.467 T 5 Demand 533.37 @ 29.467 Pressur. Resort +8.898 23.2% ( ) Supplies Check Paint Gauges Node Name Flow Hose Flow(gpml tatic si Residual(psi) Identifier Pressure(psi) -K-Factor(K) Flow m 509 Water Supply 890.00 100.00 50.000 20.000 BOR 24.263 87.98 433.37 w—s- -wr-- F —iw�T — r —os�� 1 CERTIFICATE OF COMPETENCY I FIRE PROTECTION SPRINKLER SYSTEMS 1 j Michael Todd Hallengren 1 1 7223 - 0107 -C Level f Emerald Fire, LL.C. I I EMERAFL980 11 � � 1 Expires I 3lynatifn Ne s6J ■wr���wtw�a wr a�aiw t��rwa Yelm9R Water Supply at Node 509 Ab,60, 100 00: 50 000, 20.000 1D0 ----- - - - - -� I � 90 I I 80 70 I 60 I Z tZ v 50 tatic Pressure 50.000 I- I I tn II tn m 40 CL I 3© 11433.37@29,467 IF I I 890.00 � c 20,00 20 I System demand curve 10 I 0 1600 1800 2000 - - - - - - 2%1&%001101000 1200 1 400 Water flow, gpm & a M. E. P. CAD, Inc. !$jj AutoSPRINK@ 12 v12.0.37.0 6/14/2016 3:08:28PM Page 1 �jjj Hydraulic Summary Job Number: 216052 Report Description: Light Hazard (2) Job Job Number Design Engineer MICHAEL H 216052 Job Name: Slate CergficagonNcense Number Yelm 9 Unit emeraf1980mr Address 7 1315 Yelm AVE W AHJ Yelm Address 2 Jab SlI.Mulldlag Yelm WA Address 3 Dra'Mng Name YeIm9Dry System Remote Area (s) Mast Demanding SpdaMer Data 5.6 K- Factor 14.82 at 7,000 O—p-W Light Hazard Job Sntldt Hose Allowance Al Source Denslry Area of Appllr tlon 100.00 0.100gpmlft2 2535.00ft2 (Actual 2564.58ft2) Add&cnal Hose Suppbas Number C1 Spdnklors Caiculated Ccyeraga Per Sprinkler Node Flowjqipm 26 119.25ft2 AutoPeak ResuNS: Pressure Far Remote Aree {eJ AdJewnt To Mosl ftanole Area Total Hose Streams 100.00 system Flow Carnand Tetal Waler RagWrad (Induding Hoso Allowance) 433.37 533.37 Mvdmum Pressure unbalance fn Loops 0.000 Madmum Velocity Adeee Ground 12.02 between nodes 511 and 623 Matlmum velocity Under Ground 4.49 between nodes 509 and 508 Volume wRdV of wet pipes Volume wpadty a Dry Pipes 101.29gal Supplies Hose Flow Static Residual @ Flow Available @ Total Demand Required Safety Margin Node Name m (psi) (psi) m (psi) m (psi) (psi) 509 Water Supply 100.00 50.000 20.000 1 890.00 38.365 533.37 29.467 1 8.898 Contractor GGfI[YdciGr NUmdar EMERAFL980MR contOONam. MICHAEL HALLENGREN Gont.c Tllf. Name a G.m—tar EMERALD FIRE Phon. 253- 377 -6988 EM-1- Add— t FAX 11021 Cramer RD K.P.N Address 2 Gig Harbor WA 98329 E -mail MICHAELH @EMERALDFIRELLC.CDM Address 3 wed -Sds & @ M.E.P.CAD, Inc. 'ell AutoSPRINK ®12 v12.0.37.0 6/14/2016 3:08:30PM Page 2 it Hydraulic Graph Job Number: 21605 ll Re ort Descri tiom Light Hazard 2 Water Supply at Node 509 100 90 8a 70 60 Q Static Pressure 50.000 50 m o.. 40 30 433.37 @ 29.46 —a I • 533.37 with hose streams 20 System 890.00 @ 20.000 demand curve 10 -UI1I1IIIjjjjLLLLU-III;I�III III IIII I I I \1 - Ll .1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 D 0200 400 600 800 1000 1200 1400 1600 1600 2000 Water flow, gpm Hyeraeli. Graph Water Supply at Node 509 start.: Pressure 50.000 Residual: P-- 20.000 @ 890.00 Avaliable Prwwre At Hrr- of Test 38.365 @ 533.37 system Demand 29.467 @ 433.37 5ya, Demand pncvdiq HoseAtldw 'si G --) 29.467 @ 533.37 & G@ M.E.P.CAD, Inc. 011 AutoSPRINK® 12 02.0.37.0 6/14/2016 3:08:32PM Page 3 Summary Of Ou# flowing Devices Job Number: 216052 Report Description: Liqht Hazard (2) Device Actual Flow m Minimum Flow m K- Factor K Pressure (psi) Sprinkler 600 14.82 11.93 5.6 7.000 Sprinkler 601 14.84 11.93 5.6 7.019 Sprinkler 602 14.93 11.93 5.6 7.109 Sprinkler 603 15.13 11.93 5.6 7.301 Sprinkler 604 15.47 11.93 5.6 7.631 Sprinkler 605 15.97 11.93 5.6 8.136 Sprinkler 606 16.67 11.93 5.6 8,857 Sprinkler 607 17.57 11.93 5.6 9.841 Sprinkler 608 15.00 11,93 5.6 7.173 Sprinkler 609 15.02 11.93 5.6 7.192 Sprinkler 610 15.11 11.93 5.6 7.284 Sprinkler 611 15.32 11.93 5.6 7.481 Sprinkler 612 15.66 11.93 5.6 7.818 Sprinkler 613 16.17 11.93 5.6 8.334 Sprinkler 614 16.87 11.93 5.6 9.072 Sprinkler 615 17.78 11.93 5.6 10.078 Sprinkler 616 16.19 11.93 5.6 8.358 Sprinkler 617 16.21 11.93 5.6 8.380 Sprinkler 618 16.31 11.93 5.6 8.486 Sprinkler 619 16.53 11.93 5.6 8.713 Sprinkler 620 16.89 11.93 5.6 9.101 Sprinkler 621 17.44 11.93 5.6 9.696 Sprinkler 622 18.18 11.93 5.6 10.545 Sprinkler 623 19.16 11.93 5.6 11.703 Sprinkler 624 22.05 11.93 5.6 15.509 Sprinkler 625 22.09 1 11.93 5.6 15.561 L:> Most Demanding Sprinkler Data & © M.E.P.CAD, Inc. 'ill AutoSPRINKO 12 02.0.37.0 6/14/2016 3:08:34PM Page 5 §11Node Analysis . :j Job Number: 216052 Report Description: Light Hazard (2) Node Elevation Foot Fittings Pressure (psi) Dischar e m 509 -1' -5 S 29.467 433.37 600 15' -10 S -7.000 7.000 14.82 601 15' -10 S -7.019 7.019 14.84 602 15' -10 S -7.109 7.109 14.93 603 15' -10 S r -7.301 7.301 15.13 604 15' -10 S r -7.631 7.631 15.47 605 15' -10 S r -8.136 8.136 15.97 606 15' -10 S r -8.857 8.857 16.67 607 15' -10 S -9.841 9.841 17.57 608 15' -10 S r -7.173 7.173 15.00 609 15' -10 S r -7.192 7.192 15.02 610 15' -10 S r -7.284 7.284 15.11 611 15' -10 S r -7.481 7.481 15.32 612 16' -10 S r -7.818 7.818 15.66 613 15' -10 S r -8.334 8.334 16,17 614 15' -10 S r -9.072 9.072 16.87 615 15' -10 S r - 10.078 10.078 17.78 616 12' -71/2 S -8.358 8.358 16.19 617 12' -7'/ 5 -8.380 8.380 16.21 618 12' -7% 5 -8.486 8.486 16.31 619 12' -7% 5 r -8.713 8.713 16.53 620 12' -71/ 5 r -9.101 9.101 16.89 621 12' -7% S r -9.696 9.696 17.44 622 12' -71/ S r - 10.545 10.545 18.18 623 12' -71/ 5 r -11.703 11.703 19.16 624 12'-71/ S r - 15.509 15.509 22.05 625 12' -7'/ S - 15.561 15.561 22.09 500 15' -10 T 8'-91/ 11.863 501 12' -7% PQ 11' -9 14.171 502 12' -7' /a POO V-9 14.475 503 12' -7'/ TO 8' -91/ 15,872 504 V -7 18.842 505 V -7 DPV 28' -0 22.391 506 0'-1 PO 20'-0 24.226 507 0' -1 BOR 24.263 508 0' -1 E 10' -Q 28.813 510 15' -10 T(8--91/4) 12.147 511 12' -7% PO 8' -9% 14.083 512 12' -71 /x PO 8' -9'/. 15.854 & © M.E.P.CAD, Inc. �'sji AutoSPRINK@ 12 v12.0.37.0 6/14/2016 3:08:36PM Page 6 do Hydraulic Analysis Job Number: 216052 Report Description: Light Hazard (2) Pie ype Diameter Flow Velocity HWC Friction Loss J Length Pressure Downstream Upstream 4& ••••• Route l••••• Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Total Length BL 2.1570 14.82 1.30 100 6-0 Pf 0.019 600 601 15' -10 15' -10 14.82 5.6 7,000 7.019 Sprinkler 6-0 Pe Pv BL 601 602 2,1570 15' -10 15' -10 29.65 14.84 2.60 5.6 100 7.019 7.109 0.011287 Sprinkler 8' -0 8' -0 Pf Pe Pv 0.090 BL 2.1570 44.58 3.91 100 0.024003 8' -0 Pf 0.192 602 603 15' -10 15' -10 14.93 5.6 7.109 7.301 Sprinkler 8' -0 Pe Pv BL 2.1570 59.71 5.24 100 0.041214 8' -0 Pf 0.330 603 604 15' -10 15' -10 15.13 5.6 7.301 7.631 Sprinkler 8' -0 Pe Pv BL 2.1570 75.18 6.60 100 0.563114 8' -0 Pf 0.505 604 605 15' -10 15' -10 15.47 5.6 7.631 8.136 Sprinkler 8'-0 Pe Pv BL 2.1570 91.16 8.00 100 0.090137 8' -0 Pf 0.721 605 606 15' -10 15' -10 15.97 5.6 8.136 8.857 Sprinkler 8' -0 Pe Pv BL 2.1570 107.82 9.47 100 0.122972 8' -0 Pf 0.984 606 607 15' -10 15' -10 16.67 5.6 8.857 9.841 Sprinkler 8' -0 Pe Pv BL 2.1570 125.39 11.01 100 0.162583 3' -8 Pf 2.023 607 500 15' -10 15' -10 17.57 5.6 9.841 11.863 Sprinkler, T(8' -91/4) W -91/4 12' -51/4 Pe Pv BL 2.6350 125.39 7.38 100 0.061337 3' -21/2 Pf 0.917 500 501 15' -10 12' -7' /z 11.863 14.171 PO(11' -9) 11' -9 14' -111/2 Pe Pv 1.391 BL 501 502 4.2600 12' -7%2 12' -7%2 262.31 136.92 5.90 100 14.171 14.475 0,023159 Flow (q) from Route 3 13' -1' /z 13' -1' /z Pf Pe Pv 0.304 BL 4.2600 389.22 8.76 100 0.048060 10' -3' /z Pf 1.397 502 503 12' -7 %z 12' -7%z 126.92 14.475 15.872 Flow (q) from Route 2 T(1 W -91/4) 18' -91/4 29' -0' /a Pe Pv BL 4.2600 433.37 9.76 100 6' -01/2 Pf 0.354 503 504 12' -7%2 6-7 44.14 15.872 18.842 Flow (q) from Route 4 6' -01/,, Pe 2.616 Pv FR 4.2600 433.37 9.76 120 V -0 Pf 1.381 504 505 6-7 t' -7 18.842 22.391 f, f(- 0.000), DPV(28' -0) 28' -0 33' -0 Pe 2.168 Pv FR 4.0260 433.37 10.92 120 0.065094 1' -6 Pf 1.185 505 506 1' -7 0' -1 22.391 24.226 PO(20' -0) 20' -0 21' -6 Pe 0.650 Pv INS 4.0260 433.37 10.92 120 0.055094 0' -8 Pf 0.037 506 507 0' -1 0' -1 24.226 24.263 BOR 0' -8 Pe Pv Dy 4.0260 433.37 10.92 120 0.055094 0' -0 Pf 4,551 507 508 0' -1 0' -1 24.263 28.813 BFP( 4.040), E(10' -0) 10' -0 10' -0 Pe Pv UG 6.2800 433.37 4.49 140 U.UU47b3 0' -10 Pf 0.004 508 509 0' -1 -1' -5 28.813 29.467 S 0' -10 Pe 0.650 Pv Hose Allowance At Source 509 533.37 a••••• Route 2•• BL 2.1570 15.00 1.32 100 6' -0 Pf 0.019 608 809 15' -10 15' -10 15.00 5.6 7.173 7.192 Sprinkler 6' -0 Pe Pv BL 2.1570 30.02 2.64 100 0.011545 8' -0 Pf 0.092 609 810 15' -10 15' -10 15.02 5,6 7.192 7.284 Sprinkler 8' -0 Pe Pv BL 2.1570 45.13 3.96 100 8' -0 Pf 0.196 610 611 15' -10 15' -10 15.11 5,6 7.284 7.481 Sprinkler 8' -0 Pe Pv BL 2.1570 60.45 5.31 100 0.042 53 8' -0 Pf 0.337 611 612 15-10 15' -10 15.32 5.6 7.481 7.818 Sprinkler 8' -0 Pe Pv BL 2.1570 76.10 6.68 100 D.064551 8' -0 Pf 0.516 612 613 15' -10 15' -10 15.66 5.6 7.818 8.334 Sprinkler 8' -0 Pe Pv i7, ©M.E.P.CAQ, Inc. ` I AutoSPRINKG 12 02.0.37.0 6114/2016 3:08:37PM Page 7 11 Hydraulic Analysis Job Number: 216052 Report Description: Light Hazard (2) Pipe 7 Vpe Diameter Flow Veloci HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Total Length Summary SL 2.1570 92.27 8.10 100 0.092186 8' -0 Pf 0.737 613 614 15' -10 15' -10 16.17 5.6 8.334 9.072 Sprinkler 8' -0 Pe Pv BL 2.1570 109.14 9.58 100 0.125762 8' -0 Pf 1.006 614 615 15' -10 15' -10 16.87 5.6 9.072 10.078 Sprinkler 81 -0 Pe Pv 13L 2.1570 126.92 11.14 100 0.166263 T -8 Pf 2.069 615 510 15' -10 15' -10 17.78 5.6 10.078 12.147 Sprinkler, T(8' -9'/.) 8' -9'/. 12' -5'/. Pe Pv BL 2.6350 126.92 7.47 100 0.062725 3' -2'/2 Pf 0.938 510 502 15' -10 12' -7'/ 82.14 7.21 12.147 14.475 P0(11' -9) 11' -9 14' -11'/2 jPv Pe 1.391 140 •••••KOL1e J - - - - - BL 2.1570 16.19 1.42 100 0.003685 6' -0 Pf 0.022 616 617 12' -71/2 12' -7'/2 16.19 5.6 8.358 8.380 Sprinkler 6-0 Pe Pv BL 2.1570 32.40 2.84 100 0,013299 8' -0 Pf 0.106 617 618 12' -7% 12' -7%2 16.21 5.6 8.380 8.486 Sprinkler 8'-0 Pe Pv BL 2.1570 48.71 4.28 100 0.028278 V -0 Pf 0.226 618 619 12' -7% 12' -71/z 16.31 5.6 8.486 8.713 Sprinkler 8' -0 Pe Pv BL 2.1570 65.24 5.73 100 O.M8550 8' -0 Pf 0.388 619 620 12' -71/2 12' -7' /z 16.53 5.6 8.713 9.101 Sprinkler 8' -0 Pe Pv BL 2.1570 82.14 7.21 100 0.074336 8' -0 Pf 0.595 620 621 12' -7%2 12' -7' /z 16.89 5.6 9.101 9.696 Sprinkler 8' -0 Pe Pv BL 2.1570 99.58 8.74 100 0.106138 8' -0 Pf 0.849 621 622 12' -7 +/2 12' -7'/2 17.44 5.6 9.696 10.545 Sprinkler 8' -0 Pe Pv BL 2.1570 117.76 10.34 100 0.144 56 8' -0 Pf 1.158 622 623 12' -7'/ 12' -71/2 18.18 5.6 10.545 11.703 Sprinkler 8' -0 Pe Pv BL 2.1570 136.92 12.02 100 0.191310 T -8 Pf 2.380 623 511 12' -7'/2 12' -7'/2 19.16 5.6 11.703 14.083 Sprinkler, PO(8' -9'/,) 8' -9+/ 12' -5'/4 Pe Pv BL 4.2600 136.92 3.08 100 12' -81/2 Pf 0,088 511 501 12' -7'/2 12' -7'/2 14.083 14.171 12' -8'h Pe Pv @ M.E.P.CAD, Inc. ralAutoSPRINK ®12 02A.37.0 6/14/2016 3:08:37PM Page 8 §1 Hydraulic Analysis Job Number: 216052 Report Description: Light Hazard (2) Downstream Elevation Discharge K- Factor Pt Pn Fittings Upstream Eq. Length Total Length Summary Pipe Type Legend Units Legend Fittings Legend AO Arm -over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing ON Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynarnic 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 DeIV Deluge Valve SP Sp►ig 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 41' Eel /.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 fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Tum Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post indicating Valve PO 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 W MV Water Meter Valve Z Cap & @ M.E.P.CAD, Inc. J1AutoSPRINK® 12 v12.0.37.0 6/14/2016 3:08:37PM Page 9 O M.E.P.CAD, Inc. ' 11 AutoSPRWK ®12 X12.0.37.0 6/14/2016 3:08:40PM Page 10 L D M.E.P.CAD, Inc. Ull AutoSPRINK@ 12 02.0.37.0 6/14/2016 3:08:41 PM Page 11