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20160114 Hydraulic Specs 062920168jjjjHydraullc Overview Report Description: Limb r:21 Hazard (5) Job Number Design Englnear 216052 MICHAEL H Job Nama' Ph— FAX Yelrn 9 Unit 253- 377 -6988 Address S SlalecartigcabonH.icanse Number 1315 Ye]m AVE W emerafl980mr Adores 2 AHJ Yelm WA Yelm Atldross 3 Job Sitefeulldln. System Denelty 0A00gpmlft2 Area of Appllcallod 1500.00ft2 (Actual 1042.36ft2) Mast Domandmg SptlrlWer Ogle Hoes Streams 5.6 K- Factor 19.60 at 12.250 100.00 Go ge Per 5pdne'er Number 01 Spinklare CaUlated 196.00ft2 9 ZrA— F-- G—W 39.501 sw -Flow O.-el 181.98 Total Demand Pressure Result 281.98 @ 39.501 x-6.920 (14.9 %) Supplies Check Point Gauges Node Name Flow Hose Flow {gom] Static si Residual(psi) Ideritifle r Pressure(osil K -Fac ___tor(K) Flow m 508 Water Supply 890.00 100.00 50.000 20.000 BOR 35.838 30.4 181.98 ■!r ~r- yYAS1l1NiiTON STATErreir� I CERTSFIOATE DF COMPETENCY SPRINKLER SYSTEMS II FIRE PROTECTION ; j Michael Todd Hallengren I 7223 - 0107 -C Level ; Emerald Fire, L.L.C. EMERAFL980�1�, -f l Y �' 11 Exp[ros i i fg4f16 � il[pnatead rrrrre�rr ■�srr nrw eN nr era elm 9 unite Water Su I at Node 508 890.00, 100.00, 50.000, 20 000 100 90 80 I I I 60 'y I I e a � 50 Static Pressure 50.000 I � - -- 181.98 @ 39.541 a 40 I 281.98 with hose streams I 30 { i � � I � I 20 0@ 20.00 I 10 LL'L I MEL11111 3 — ---------------- J 0 ............. LL111J11M 1800 2000 22%VI600 800 1000 1200 1400 1600 Water flow, gpm OO M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.37.0 6/14/2016 3:05:53PM Page 1 Hydraulic Summary Report Descript Job on:N ghtHaza d (1) Job Job Number Design Engineer 216052 MICHAEL H Job Name: Slate CerliflcalicnlLicenae Number Yelm 9 Unit emerafl980mr Address t AHJ 1315 Yell AVE W Yelm Address 2 Job SNffiuildlog Yelm WA Address 3 Drawing Na9 ma yelm unite System Remote Area (s) Mwt Demanding Sprinkler D.L. Occupancy Job S.M. 5.6 K- Factor 19.60 at 12.250 Light Hazard Hose Allowance At Source 0-11Y Area of Application 1D0.00 0.100gpmlftz 1500.00ft2 (Actual 1042.36ft -) AddMonal Hose Suppfles Number m Sprinklers DalryW d Cworago Per Spdnklar Node Flow m 9 196.00ft2 AuroPeak Rewlls' loresewe For Remote Are.(.) Adlaconl Ta Masl Remele Area TOtol Hose Slreema 100.00 System Flow Nrd.nd Total W afar Required pncluding Hose Allowance) 181.98 281.98 Magmum Pressure Unbalance In Loops 0.000 Maximum Woolly Above Ground 14.33 between nodes 504 and 503 Maxmum Vbladty Under Ground 1.88 between nodes 508 and 507 Volume rapacity of Wet Rpm V.I... cap. dlry of Dry Pipes 45.73gal Supplies Hose Flow Static Residual @ Flow Available @ Total Demand Required Safety Margin Node Name m (psi) (psi) m si m (psi) si 508 Water Supply 100.00 50.000 1 20.000 890.00 46.422 281.98 39.501 6.920 Contractor ContraclorNurrW contact Name OonlaotTlde EMERAFL980MR MICHAEL HALLENGREN Name of Gonk.cmc Phone EA­ loo EMERALD FIRE 253- 377 -6988 Address 1 FAY 11021 Cramer RD K.P.N Address 2 E-mail Gig Harbor WA 98329 MICHAELH @EMERALDFIRELLC.COM Address 3 W eb.Site & @ M.E. P. CAL), Inc. fqj AutoSPRINKO 12 v12.0.37.0 6114/2016 3:05:55PM Page 2 k, © M.E.P. CAD, Inc. ffl AutoSPRINK® 12 02.0.37.0 6/14/2016 3:05:57PM Page 3 Hydraulic Graph Job Number: 2160E Report Description: Light Hazard 1 Water Supply at Node 508 100 90 80 70 60— N FIT Static Pressure 50.000 ME 50 N N tlg 40- 181.98 q 39.501 281.98 with hose streams 30 System demand curve 20 890.00 @ 20.000 10 0 0200 400 600 800 1000 9200 1400 1600 1800 2000 Water flow, gpm Hydraullc Greph Water Supply at Node 508 stauc Pressure 50.000 Residual: P­- 20.000 @ 890.00 A-Uhl. Pressure ar Time MTest 46.422 @ 281.98 system [)emend 39.501 @ 181.98 syslen o—d Ilndud'irg Ha Nie.�+ss et sm Re) 39.501 @ 281.98 k, © M.E.P. CAD, Inc. ffl AutoSPRINK® 12 02.0.37.0 6/14/2016 3:05:57PM Page 3 �JjRjSurnmary Of Outflowing Devices Job Number: 216052 I --- Wj Report Descrintlon: Liaht Ha7wd (1) Device Actual Flow m Minimum Flow m K- Factor K Pressure Si c S rinkler 600 19,60 19A0 5.6 12.250 Sprinkler 6D1 19.66 19.60 5.6 12.330 & © M.E.P.CAD, Inc. ffl AutoSPRINK® 12 v12.0.37.0 6/14/2016 3:05:59PM Page 5 111 Node Analysis :j Job Number: 216052 ReDDrt ❑eccrinfinn• I inht Ha7nrA 111 Node Elevation Foot Fittings Pressure (es!) Dischar e m 508 -2' -10' /z S 39.501 181.98 600 8' -0 S r - 12.258 , fd 22' -0 12.250 19.60 601 84 S r - 12.330 , fd 22' -0 12.330 19.66 602 8' -0 S r - 12.692 , fd 22' -0 12.692 19.95 603 8' -0 S r - 12.743 , fd 22' -0 12.743 19.99 604 8'-0 S r - 12.792 , fd 22' -0 12.792 20.03 605 8' -0 S r - 13.225 , fd 22' -0 13.225 20,36 606 8' -0 5 r - 13.311 , fd 22' -0 13.311 20.43 607 8' -0 S r - 13.700 , fd 22' -0 13.700 20.73 608 8' -0 5 r - 14.366 , fd 22' -0 14.366 21.23 500 9' -8' /z PQ 5' -0 14.894 501 9' -8'/ PO 5' -0 14.995 502 9' -8'/z PO 5' -0 15.449 503 9' -8% PO 5' -0 16.227 504 9' -8%2 PQ 9' -10% 21.826 505 -1' -6 PO16' -5'/ 35.814 506 -1' -6 BOR 35.838 507 - 2' -0'/2 39.140 509 9' -8% PO 5' -0 16.117 510 9' -8% PO 5' -0 16.225 511 9' -8' /z PQ 5' -0 16.713 512 1 9' -8% PO 5' -0 17.548 513 9' -8'/ PQ 9' -10' /s 21.549 & u M, L. F.GAU, Inc. .0qj AUtGbHKINKQ1 12 V12.i}.3l.0 6/14/2016 3:06:OOPM Page 6 �jjljHydraulic Analysis Job Number: 216052 Report Description: Liqht Hazard (1) _Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream upstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Total Length Summary ,a••••• Route i••••• DY 1.0490 19.60 7.28 120 0.125357 0' -0 Pf 3.385 600 500 8' -0 9' -8'/2 19.60 5.6 12.250 14.894 Sprinkler, PO(5' -0), fd(22' -0) 2T -0 27' -0 Pe -0.741 Pv BL 1.6820 19.60 2.83 120 0.012576 8' -0 Pf 0.101 500 501 9' -8%: 9' -81/2 14.894 14.995 8' -0 Pe Pv BL 1.6820 39.26 5.67 120 0.049476 10' -0 Pf 0.455 501 502 9' -81/� 9' -8'/2 19.66 14.995 15.449 Flow (q) from Route 2 10' -0 Pe Pv BL 1.6820 59.21 8.55 120 8' -0 Pf 0.778 502 503 9' -81/ 9' -81/ 19.95 15.449 16.227 Flow (q) from Route 3 8' -0 Pe 0.000 Pv BL 503 504 1.6820 9' -8'/ 9' -81/ 99.23 19.99 + 20.03 14.33 120 16.227 21.826 Flow (q) from Route 4 and 5 PO(9'- 10'/4) 12' -3 9' -10'/4 22' -1'/ Pf 5.599 Pe -0.000 Pv BL 504 505 2.6350 9' -8'/ -1' -6 1$1.98 82.75 10.71 120 21.826 35.814 U.U87199 Flow (q) from Route 6 T(16'- 51/4), LtE(S -6), f, BV(9' -71/), PO(16' -5'/4) 56' -7'/ 48' -0'/ 104' -8'/4 Pf 9.129 Pe 4.859 Pv MS 4.0260 181.98 4.59 120 0711066 2' -2 Pf 0.024 505 506 -1' -6 -1' -6 35.814 35.838 BOR 2' -2 Pe 0.000 Pv DY 4.0260 181.98 4.59 120 0.011066 0' -0 Pf 3.066 506 507 -1' -6 -2'-0% 35.838 39.140 BFP(- 3.000), LtE(6' -0) 6' -0 6' -D Pe 0.235 Pv DG 6.2800 181.98 1188 140 0.000855 0' -10 Pf 0.001 508 -Z-01/2 -2' -110/2 39.140 39.501 Water Supply 0' -10 Pe 0.361 Pv Hose Allowance At Source 508 281.98 v••••• Route 2••••• DY 1.0490 19.66 7.30 120 U.-M 116 0' -0 Pf 3.405 601 501 8' -0 9' -81/2. 19.66 5.6 12.330 14.995 Sprinkler, PO(5' -0), fd(22'-0) 27' -D 27' -0 Pe -0.741 Pv 60 ••••• Route 3••••• DY 1.0490 19.95 7.41 120 0.129540 0' -0 Pf 3.498 602 502 8' -0 9' -8'/ 19.95 5.6 12.692 15.449 Sprinkler, PO(5' -0), fd(22' -0) 27' -0 27' -0 Pe -0.741 Pv 4w • •••Route4••••• BL 1.0490 19.99 7.42 120 0,130013 5' -6 Pf 4.225 603 503 8' -0 9' -8'/2 19.99 5.6 12.743 16.227 Sprinkler, PO(5' -0), fd(22' -0) 27' -0 32' -6 Pe -0.741 Pv c►••••• Route 5••••- BL 1.0490 20.03 7.44 120 0.130484 5' -0 Pf 4.175 604 503 8' -0 9' -8'/2 20.03 5.6 12.792 16.227 Sprinkler, PO(5' -0), fd(22' -0) 27' -0 32' -0 Pe 0.741 Pv rar••••• Route ti••••• DY 1.0490 20.36 7.56 120 5,134556 0' -0 Pf 3.633 605 509 8' -0 9' -8 +/2 20.36 5.6 13.225 16.117 Sprinkler, PO(5' -0), fd(22' -0) 27' -0 27' -0 Pe -0.741 Pv BL 1.6820 20.36 2.94 120 0.013499 8' -0 Pf 0.108 509 510 9' -81/ 9' -8/2 16.117 16.225 V -0 Pe Pv BL 1.6820 40.80 5.89 120 0.048811 10' -0 Pf 0.488 510 511 9' -8 +/2 9' -81/ 20.43 16.225 16.713 Row (q) from Route 7 10' -0 Pe Pv BL 1.6820 61.52 8.88 124 V -0 Pf 0.835 511 512 9.-81/2 9' -81/2 20.73 16.713 17.548 Flaw (q) from Route 8 $' -0 Pe Pv BL 1.6820 82.75 11.95 120 12' -3 Pf 4.000 512 513 9' -8'/2 9' -8'/2 21.23 17.548 21.549 Flow (q) from Route 9 P0(9'- 10'/4) 9' -10'/4 22' -11/4 Pe Pv BL 2.6350 82.75 4.87 120 D.020291 13' -8 Pf 0.277 513 504 9' -8'/ 9' 8'/ 21.549 21.826 13-8 Pe Pv up ••••• Route 7••••• DY 1.0490 20.43 7.58 120 OAMM 0' -0 Pf 3.655 606 510 8' -0 9' -81/z 20.43 5.6 13.311 16.225 Sprinkler, PO(5' -0), fd(22' -0) 27' -0 27' -0 Pe -0.741 Pv o••••• Route 8••••• L@ M.E.P.CAD, Inc. �115AutoSPRINKO 12v12.0.37.0 6/14/2016 3:06:02PM Page 7 11� Hydraulic Analysis 11% Elbow Job Number: 216052 !f f Report Description: Light Hazard (1) Pipe Type Diameter Flow Velocity 14WC Friction loss FDC Length Pressure Downstream Elevation Discharge K- Factor Pt Pn Fittings fEE Eq. Length Summary Upstream FN Floating Node Total Length FireLock(TM) Tee DY 1.0490 20.73 7.69 120 0.139025 GIOV 0' P 3.754 607 8' -0 20.73 5.6 13.700 Sprinkler, Hose -0 27' -0 P -0.741 511 9' -8' /a 16.713 PD(T -0), fd(22' -0) Hyd 2T -0 Pv 4 & -- Route 9••••• mecT Mechanical Tee DY 1.0490 21.23 7.68 120 0,145269 0' Pf 3.922 608 8' -0p 21.23 5.6 14.366 Sprinkler, -0 27' -0 1Pv Pe -0.741 512 9' -01/2 17.548 PO(5' -0), fd(22' -0) 2T -0 Pressure Reducing Valve PrV Pressure Relief Valve red Equivalent Pipe Lengths of Valves and Fittings (C =120 only) C Value Multiplier S Actual Inside Diameter 4.97 Value Of C 100 130 140 150 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 BaIV Sall Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi /Foot cplg Coupling MS Miscellaneous HWC Hazen - Williams Constant Cr Cross Run OR Outrigger pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at point in a pipe DeIV 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 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 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 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 WMV Water Meter Valve Z Cap & © M. E.P.CAD, Inc. I.JjAutoSPRINKO 12 02.0.37.0 6/14/2016 3:06:02PM Page 8 inc. k ,IJNAUtoSrKINr%V I XV'IZU.J/.0 6/14/2016 3:06:04PM Page LM, — IV] _C.r-.i.nv, IIIc. gig HULUOrM11141S I VI Z.U.3l.0 6/14/2016 3:06:06PM Page 10