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Specifications
,o. _ a0 a- 00 RECEIVED • NOV 1 9 2018 /Seubert Engineering CITY OF TIGARD DESIGNING& CONSULTING FROM CONCEPT TO PRODUCTION. BUILDING DIVISION 25125 S. Mt. View Rd. Robert C. Seubert, PE Phone/Fax (503) 824-5030 Colton, OR 97017 RseubertCTseubertmachining.com Cell (503) 805-2920 Triad Fire Protection 11/18/18 PO Box 12614 Portland, OR 97212 ATT: Todd OFFICE COPY Subject: System Review/PE Stamping StoreQuest Tigard Triad project#10837 Hi Todd, I've reviewed the five drawings, two remote area calculation spreadsheets and seismic bracing for this project. Remote area one is designed for ordinary hazard group II occupancy @ .2 gpm/sq. ft. Remote area two is designed for ordinary hazard I occupancy @ .15 gpm/sq.ft. Design criteria is per NFPA #13. Seismic bracing includes four lateral and four longitudinal. I find no concerning issues with the design, layout or calculations with respect to the applicable NFPA standards the project is adhering to. Given the compliance with the stated and supplied specifications it's my pleasure to approve this packaged with my PE stamp. Best Regards, Robert Seubert, PE Hydraulic Calculations for Project Name: STORQUEST TIGARD Location: 12800 SW PACIFIC HWY, TIGARD, OR 97223, Drawing Name: 181118 ROB COMMENTS v1 Calculation Date: 11/18/2018 Design Remote Area Number: RA2 Remote Area Location: LOADING AREA Occupancy Classification: Ordinary Group I Density: 0.15gpm/ft2 Area of Application: 1500ft2(Actual 1551ft2) Coverage per Sprinkler: 100ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 15 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 250.00 at Node: 5 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 5: 489.36 @ 28.600 Type of System: DRY Volume of Dry or PreAction System: 4.69ga1 Water Supply Information: for Node: 5 Date: 11/03/2015 Location: 12740 SW PACIFIC HWY Source: CITY OF TIGARD WATER DISTRICT Name of Contractor: Triad Fire Protection 114-3- o� Address: 1927 NE Rodney Ave, Portland, OR 97212 �'i30 Phone Number: 971-317-1313 C. Name of designer TODD SEXTON Expirec 711120 Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A M.E.P.CAD, Inc. 4 AutoSPRINK 2018 v14.3.10.0 RA2 11/18/2018 7:34:26PM Page 1 Hydraulic Graph Job Name: STORQUEST TIGARD N 1." Remote Area Number: RA2 Date: 11/18/2018 100 Static Pressure 98.000 Water Supply Summary Sheet 90 Node: 5 1529.00 @ 83.000 80 70 60 .N o- 50 a` 40 30—239.36 @ 28.600 489.36 with Hose Allowance at Source 20 J S/stem demand curve 10 0 -1um11111111 111111 1 11 it iii i i 11 1 11 11 1 1 1 1 I I I I I I I I I I I 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I 1 1 1 I I 11 1 1 1 1 1 0300 600 900 1200 1500 1800 2100 2400 2700 3000 Flow-gpm 1� ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 11/18/2018 7:34:27PM Page 2 Hydraulic Graph Job Name: STORQUEST TIGARD N 1.85 Remote Area Number: RA2 Date: 11/18/2018 100 I I I BOR Static Pressure 98.000 Summary Sheet 90 1529.00 @ 83.000 80 70 60 a 50 40 30 239.36 @ 26.607 —• 489.36 with Hose Allowance at Source 20 System demand curve 10 0 -11111111111111I 111111111 111111111 111 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 IIILIIIII I i i i I 1 0300 600 900 1200 1500 1800 2100 2400 2700 3000 Flow-gpm tri ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 11/18/2018 7:34:27PM Page 3 4 R 4 11 rums/' Of Qutflowing Devices Job Number:18037 Report Description:Ordinary Group I(RA2). Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) Sprinkler 2967 16.82 15.00 5.6 9.022 Sprinkler 2968 16.93 15.00 5.6 9.136 Sprinkler 3060 15.38 15.00 5.6 7.541 Sprinkler 3061 15.58 15.00 5.6 7.744 Sprinkler 3152 15.00 15.00 5.6 7.175 Sprinkler 3153 15.20 15.00 5.6 7.363 Sprinkler 3241 15.09 15.00 5.6 7.262 Sprinkler 3242 15.29 15.00 5.6 7.458 I Sprinkler 3337 16.00 15.00 5.6 8.161 Sprinkler 3338 16.10 15.00 5.6 8.264 Sprinkler 3339 16.46 15.00 5.6 8.640 Sprinkler 3555 17.30 15.00 5.6 9.547 Sprinkler 3646 16.31 15.00 5.6 8.486 Sprinkler 3736 15.89 15.00 5.6 8.050 Sprinkler 3823 16.01 15.00 5.6 8.176 Most Demanding Sprinkler Data L,©M.E.P.CAD,Inc diAutoSPRINK 2018 v14.3.10.0 11/18/2018 7.34.34PM Page 4 Job Name: STORQUEST TIGARD Remote Area Number: RA2 Date: 11/18/2018 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) e° (gpm) (psi) @ (gpm) (psi) 5 Water Supply 98.000 83.000 1529.00 96.177 489.36 28.600 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 5 -4'-6 Supply 28.600 239.36 2967 10'-4% Sprinkler 9.022 16.82 2968 10'-4% Sprinkler 9.136 16.93 3060 10'-4'/. Sprinkler 7.541 15.38 3061 10'-41/4 Sprinkler 7.744 15.58 3152 10'-4'/4 Sprinkler 7.175 15.00 3153 10'-41/4 Sprinkler 7.363 15.20 3241 10'-41/4 Sprinkler 7.262 15.09 3242 10'-41/4 Sprinkler 7.458 15.29 3337 10'-4% Sprinkler 8.161 16.00 3338 10'-4% Sprinkler 8.264 16.10 3339 10'-4'/4 Sprinkler 8.640 16.46 3555 10'-41/4 Sprinkler 9.547 17.30 3646 10'-4% Sprinkler 8.486 16.31 3736 10'-41/4 Sprinkler 8.050 15.89 3823 10'-41/4 Sprinkler 8.176 16.01 BOR1 0' Gauge 26.607 502 12'-2 15.904 510 12'-2 16.446 h©M.E.P.CAD, Inc. 411 AutoSPRINK 2018 v14.3.10. 11/18/2018 7:34:36PM Page 5 Job Name: STORQUEST TIGARD Remote Area Number: RA2 Date: 11/18/2018. Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 523 12'-2 16.793 773 12'-2 15.343 780 12'-2 15.723 837 12'-2 16.629 850 12'-2 16.831 858 12'-2 17.082 938 10'-9 10.913 941 10'-9 9.493 944 10'-9 9.372 1056 10'-8% 11.011 1059 10'-8% 11.771 1110 10'-81/2 7.828 1111 10'-8'/2 8.041 1114 10'-81/2 10.297 1119 11'-4 14.446 1121 12'-2 14.960 . 1148 10'-9 9.927 1198 10'-8 7.714 1199 10'-8 7.919 1202 10'-8 10.070 1317 12'-2 16.623 1329 12'-2 16.844 1337 12'-2 17.605 N,,©M.E.P.CAD, Inc. IAutoSPRINK 2018 v14.3.10. 11/18/2018 7:34:36PM Page 6 `Job Name: STORQUEST TIGARD Remote Area Number: RA2 Date: 11/18/2018 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 1377 10'-71/2 9.947 1379 10'-71/2 7.765 1380 10'-71/2 7.557 1395 10'-81/2 8.822 1487 10'-8 8.666 1541 10'-7 8.507 1542 10'-7 8.616 1543 10'-7 9.010 1545 10'-7 9.909 1607 12'-2 19.456 1615 2='/< 25.661 1640 13'-4 20.761 1680 10'-7% 8.521 1784 13'-4 20.758 1921 12'-2 15.137 1933 12'-2 16.347 Lha,©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10. 11/18/2018 7:34:36PM Page 7 Job Name: STORQUEST TIGARD F Remote Area Number: RA2 Date: 11/18/2018 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent KO Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, (Foot) when applicable,are added Elev 2 Total Flow _ Loss Per Unit _ Node 2 Actual ID Length Total (Foot) (Q) (Foot) (psi) Friction(Pf) directly to(Pf)and shown as , (Foot) 2 nega+:.,e vah.o 1'-3% 100 7.175 Route 1 3152 10'-4'/4 5.6 15.00 1 (See Sprinkler, Notes) 5' -0.135 - 0.107085 E(1'-5), PO(3'63/4) 1198 10'-8 15.00 1.0490 6'-3% 0.675 1198 10'-8 11/4 9' 100 7.714 1199 10'8 ;s " - 0.022738 15.00 1.4420 9' 0.205 1199 10'-8 15.20 1% 9' 100 7.919 Flow(q)from Route 3 1487 10'-8 - 30.20 1.4420 0.082961 - 9' 0.747 1487 10'-8 15.89 11/4 (See 2'-51/2 100 8.666 Flow(q)from Route 7 Notes) 5'-3'/z -0.003 1202 10'-8 46.08 1.4420 0.181364 P0(5-31/2)7'-9/4 1.408 1202 10'-8 94.95 3 9' 100 10.070 Flow(q)from Route 2 -0.016 1114 10'-8% _� 141.04 3.2600 0.027042 s 9' 0.243 1114 10'-8% 47.27 3 (See Z-6% 100 10.297 Notes) Flow(q)from Route 5 13' -0.005 3 - '1.)/..t 188.31 3.2600 3 0.046163 T(13') 1056 10'-8% 15'-6/ 0.718 1056 10'-8% 51.05 3 (See 5-7% 100 11.011 Notes) Flow(q)from Route 13 5' -0.003 - 0.071949 - E(5') 1059 10'-83/4 �`.. 239.36 3.2600 10'-71/4 0.762 1059 10'-8% 3 (See 19'-9'/4 120 11.771 Notes) 37'-5'/4 -0.262 1119 11-4 11.-4 :iff:' '234 239.36 3.2600 0.051350 - DPV(13'-5%),2E(7'),2E(5') 57'-2/2 2.937 1119 11'-4 3 (See 7'-1'/4 120 14.446 Tr(5') Notes) 25' -0.361 - 0.027261 - E(7),T(13') 1121 12'-2 169.98 3.2600 32' 1'/4 0.875 1121 12'-2 3 (See 53'-5% 120 14.960 Notes) 18' .,,6^2 , 0.002488 Tr(5'),T(13') 1921 12'-2 46.61 3.2600 71'-53/4 0.178 y 1921 12'-2 69.38 3 (See 49'-73/4 120 15.137 Flow(q)from Route 27 Notes) 40'-3% - 1933 12'-2 115.99 3.2600 3 0.013441 T(20'-2),C(20'-2) 89'-11/4 1.209 k,©M.E.P.CAD,Inc. in AutoSPRINK 2018 v14.3.10.0 RA2 11/18/2018 7:34:38PM Page 8 'Jolt`Name: STORQUEST TIGARD Remote Area'Number: RA2 Date: 11/18/2018 Pipe Information Elev 1 Flow added Length C Factor Notes Fittings& Total(Pt) Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent KOLength) Fitting Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 F, Total Flow Equiv. (Foot) Loss Per Unit - when applicable,are added Node 2 (Foot) (Q) Actual ID Length Total (psi) (Foot) (Foot) Friction(Pf) directly to(Pt)and shown as a-.lath's value 1933 12'-2 3 (See 95'-11'/4 120 16.347 T(20'-2),C(20'-2) Notes) 80.-7% 1329 12'-2 49.85 3.26000.002818 P0(20'-2),C(20'-2) 176'-7 0.498 1329 12'-2 11.59+58.74 3 (See 40' 120 16.844 Notes) Flow(q)from Route 16 and 13' 20 r 1337 12'-2 120.18 3.2600 53' 0.014353 0.761 T(13') 1337 12'-2 119.19 3 (See 20'-% 120 17.605 Notes) Flow(q)from Route 17 16' 0.051350 1607 12'-2 239.36 3.2600 '/2 1.851 T(16') 36'- 1607 12'-2 4 (See 13'-1'/4 120 19.456 cplg(6'-91/z) Notes) 116'-3% 4.401 1615 2"/4 - 239.36 4.2600 0.013954 - E(13'-2),6cplg(6' 10),f(-0.000 129'-4'/2 1.805 OF ),f(0'),CV(28'-11'/2),BV(0'), PO (26'-4) 1615 2'-1/4 6 (See 5'-10'/4 120 25.661 Notes) 30' 0.874 BOR1 0' 0.001986 239.36 6.3570 35'-10% 0.071 f(-0.000), E(10'),2cplg(10'), BOR BOR1 0' 6 (See 4'-6 140 26.607 Notes) 22'-% 1.951 5 -4'-6 'Y 239.36 6.2800 26'-6%- 0.001585 0.042 E(22'--3/<),S 250.00 28.600 Hose Allowance At Source 5 489.36 Total(Pt) Route 1 3W 100 7.262 Route 2 3241 10'-4'/4 5.6 15.09 1 (See Sprinkler, Notes) 3'-6% -0.121 1380 10'-7% 15.09 1.0490 3'-10'/4 0.108286 0.416 P0(3.-6%) 1380 10'-7% 11/4 9' 100 7.557 0.001 - 1379 10'-7'/2 15.09 1.4420 9' 0.022993 0.207 1379 10'-7% 15.29 1% 9' 100 7.765 Flow(q)from Route 4 0.001 - 1680 10'-7%2 30.38 1.4420 9' 0.083923 0.755 100 8.521 1680 10'-7% 16.01 1'/4 (See 2-5% Flow(q)from Route 9 Notes) 5'-3'/2 0.000 1377 10'-7% 46.40 1.4420 0.183648 P0(5-3%) 7'-9'/4 1.426 AC,,©M.E.P.CAD,Inc. IN AutoSPRINK 2018 v14.3.10.0 RA2 11/18/2018 7:34:38PM Page 9 Job Name: STORQUEST TIGARD Remote Area Number: RA2 Date" 11/18/2018 Pipe Information Elev 1 Flow added Fittings& Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Foot Fixed Pressure Losses, Elev 2 Total Flow Equiv. ( ) Loss Per Unit when applicable,are added Node 2 ` Actual ID Length Total (Foot) �,; t (Q) (Psi) Friction(Pf) directly to(Pf)and shown as (Foot) (Foot) a e gat:.,o.,ai•aa 1377 10'-71/2 48.56 3 11' 100 9.947 Flow(q)from Route 8 -0.020 1202 10'-8 AMO'id 94.95 3.2600 - 0.013007 - 11' 0.143 10.070 Total(Pt) Route 2 3153 10'-4'/4 5.6 15.20 1 (See 1'-33/4 100 7.363 Route 3 Notes) Sprinkler, 5' -0.135 0.109682 - E(1'-5), PO(3'63/4) 1199 10'-8 15.20 1.0490 6'-3'/4 0.691 7.919 Total(Pt) Route 3 3242 10'-4'/4 5.6 15.29 1 (See 3'/4" I 100 7.458 Route 4 Sprinkler, Notes) 3'-6% -0.120 1379 10'-7'/2 • 15.29 1.0490 3'-10 0.110997 0.426 P0(3'-6%) 7.765 Total(Pt) Route 4 i 3060 10'-4'/4 5.6 15.38 1 (See 4'/4' 100 7.541 Route 5 Sprinkler, Notes) 3'-6% -0.152 1110 10'-8'/= 15.38 1.0490 3' 11 0.112133 0.439 P0(3'-6%) 1110 10'-8'/ 11/4 9' 100 7.828 -0.001 0.023809 - 1111 10'-8% 15.38 1.4420 9' 0.214 1111 10'-8'/2 15.58 11/4 9' 100 8.041 Flow(q)from Route 6 -0.001 1395 10'-8'/= 30.96 1.4420 0.086897 - y £g 9' 0.782 1395 10'-8'/= 16.31 1% (See 2'-51/2 100 8.822 Flow(q)from Route 11 Notes) 5-3'/= -0.000 1114 10'-8/= 47.27 1.4420 0.190128 PO(5'3'/=) 7'-9% 1.476 10.297 Total(Pt) Route 5 41/4" 100 7.744 Route 6 3061 10'-4'/4 5.6 15.58 1 (See Sprinkler, Notes) 3'-6% -0.153 1111 10'-8Y= 15.58 1.0490 0.114922 P0(3'-6%) 3'-11 0.450 8.041 Total(Pt) Route 6 -4'/4 5.6 15.89 1 (See 1'-33/4 100 8.050 Route 7 3736 10' Notes) Sprinkler, 5' -0.135 1487 10'-8 15.89 1.0490 0.119119 - E(1'-5),PO(3'63/4) 6.-3% 0.751 8.666 Total(Pt) Route 7 (i ©M.E.P.CAD,Inc. IN AutoSPRINK 2018 v14.3.10.0 RA2 11/18/2018 7:34:38PM Page 10 s,Job.Name: STORQUEST TIGARD Remote Area Number: RA2 Date: 11/18/2018 Pipe Information Flow added Elev 1 Fittings& Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID (Foot) (q) Devices Fitting/Device(Equivalent Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit Node 2 (Foot) (Q) Actual ID Length Total (psi) when applicable,are added (Foot) (Foot) ) Friction(Pf) directly to(Pf)and shown as a ragti.,a.,a1..a 3337 10'-4% 5.6 16.00 1 (See 0 120 8.161 Route 8 Notes) 5, Sprinkler, -0.084 1541 10'-7 .k' 16.00 1.0490 0.086095 - P0(5') 5' 0.430 '/z 9' 100 8.507 1541 10'-7 1 -0.001 1542 10'-7 16.00 1.6820 0.012102 - 1, 9 0.109 1542 10'-7 16.10 11/2 9' 100 8.616 Flow(q)from Route 10 -0.001 1543 10'-7 32.10 1.6820 0.043884 - 9' 0.395 1543 10'-7 16.46 1'/z (See 2-51/2 100 9.010 Notes) Flow(q)from Route 12 7'3/4 1545 10'-7 48.56 1.6820 0.094391 0.000 P0(7'-%) 9'-61/4 0.899 1545 10'-7 3 (See 10' 100 9.909 Notes) 5' -0.018 1377 10'-71/2 t' 48.56 3.2600 0.003761 cplg(5') 15' 0.056 9.947 Total(Pt) Route 8 3823 10'-41/4 5.6 16.01 1 (See 3'/4" 100 8.176 Route 9 Notes) Sprinkler, 3'-6'/4 -0.119- 1680 10'-7% 16.01 1.0490 0.120843 P0(3'-6%) 3'-10 0.464 8.521 Total(Pt) Route 9 3338 10'-4% 5.6 16.10 1 (See 0 120 8.264 Route 10 I Notes) Sprinkler, 5' -0.084 1542 10'-7 16.10 1.0490 0.087103 P0(5') 5' 0.436 8.616 Total(Pt) Route 10 3646 10'-41/4 5.6 16.31 1 (See 4'/" 100 8.486 Route 11 Notes) 3'-63/4 Sprinkler, 0.155 1395 10'-8% � 16.31 1.0490 0.125071 - P0(3'-6%) 3'-11 0.490 8.822 Total(Pt) Route 11 3339 10'-43/4 5.6 16.46 1 (See 0' 120 8.640 Route 12 I Notes) 5 -0.084 Sprinkler, 1543 10'-7 16.46 1.0490 0.090763 - 5' 0.454 P0(5') 9.010 Total(Pt) Route 12 ©M.E.P.CAD,Inc. In AutOSPRINK 2018 v14.3.10.0 RA2 11/18/2018 7:34:38PM Page 11 Job Name: STORQUEST TIGARD Remote Area Number: RA2 Date: 11/18/2018 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID (Foot) Fitting/Device(Equivalent (Foot) Devices Length) (q) Fitting Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 , Total Flow Equiv. _ (Foot) Loss Per Unit when applicable,are added Node 2Actual ID Length Total (psi) to P and shown as (Foot) (Q) directly Y ( f) (Foot) (Foot) a negar:,,o.,21.,o 4%" 100 9.022 Route 13 2967 10'41/4 5.6 16.82 1 (See Sprinkler, Notes) 3'-6% -0.175 44 0.132363 P0(3'-6%) 944 10'-9 n ,,y, 16.82 1.0490 3'-11% 0.525 9' 100 9.372 944 10'-9 1% 0.001 - 0.013279 - 941 10'-9 16.82 1.6820 9' 0.120 9' 100 9.493 941 10'-9 16.93 11/2 Flow(q)from Route 14 0.001 NI A, 0.048150 - 1148 10'-9 :"" jt 33.75 1.6820 9' 0.433 (See 100 9.927 1148 10'-9 17.30 11/2 Flow(q)from Route 15 Notes) T-3/4 0.000 0.103552 PO(7'%) 938 10'-9 51.05 1.6820 9'-6% 0.986 100 10.913 938 10'-9 3 (See 7'-51/4 Notes) 13' 0.013 3 �- ' 51.05 3.2600 0.004126 - T(13') 1056 10'-8/a 20'-5/4 0.084 11.011 Total(Pt) Route 13 43/:' 100 9.136 Route 14 2968 10'-4% 5.6 16.93 1 (See Sprinkler, Notes) 3'-6% -0.174 0.133905 - P0(3'-6%) 941 10'-9 16.93 1.0490 3'-11'/2 0.531 9.493 Total(Pt) Route 14 4%' 100 9.547 Route 15 3555 10'-4'/ 5.6 17.30 1 (See Sprinkler, Notes) 3'-6% -0.173 0.139475 - P0(3'-6%) 1148 10'-9 17.30 1.0490 3'-111/2 0.553 9.927 Total(Pt) Route 15 58' 120 16.629 Route 16 837 12'-2 7.39+48.46 3 Flow(q)from Route 18 and 21 0.003478 - 850 12'-2 55.86 3.2600 58' 0.202 850 12'-2 3 (See 32' 120 16.831 C(20'-2) Notes) 40'-3% �� 11.59 3.2600 3 0.000189 - C(20'-2) 1329 12'-2 72'-3/4 0.014 16.844 Total(Pt) Route 16 bC1i,©M.E.P.CAD,Inc. A AutoSPRINK 2018 v14.3.10.0 RA2 11/18/2018 7:34:38PM Page 12 Nr!o6 Name: STORQUEST TIGARD Remote Area Number: RA2 Date: 11/18/2018 Pipe Information Elev 1 Flow added Length C Factor ( ) Node 1 (Foot) Notes Fittings& Total(Pt) (Foot) K-Factor this step Nominal IDFitting/Device(Equivalent q (q) Devices uivalent Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 (Foot) (Q) Actual ID Length Total (psi) (Foot) (Foot) Friction(Pf) directly to(PO and shown as aaegat,s,e.,51ua 523 12'-2 74.91 3 (See 28' 120 16.793 Route 17 Notes) T(13'),Flow(q)from Route 24 33'-2 850 12'-2 R 21.78 3.2600 61'-2 0.000609 0.037 C(20'-2) 850 12'-2 11.59 3 (See 40' 120 16.831 Notes) Flow(q)from Route 16 13' 858 12'-2 -,,I" 66.05 3.2600 53 0.004743 0 251 T(13') 858 12'-2 53.14 3 (See 32' 120 17.082 Notes) Flow(q)from Route 19 5' 1337 12'-2 0.014135 ' 119.19 3.2600 37, Tr(5') 0.523 17.605 Total(Pt) Route 17 1317 12'-2 66.13 3 (See 32' 120 16.623 Route 18 Notes) C(20'-2), Flow(q)from Route -;i 40'-33/< 837 12'-2 7.39 3.2600 3 0.00008325 P0(20'-2 72.-3% 0.006 ) 16.629 Total(Pt) Route 18 523 12'-2 74.91 3 (See 68' 120 16.793 Route 19 Notes) Tr(5'), Flow(q)from Route 24 23' 858 12'-2 53.14 3.2600 0.003172 T(13'),Tr(5') 91' 0.289 17.082 Total(Pt) Route 19 58' 120 16.623 Route 20 1317 12'-2 66.13 3 Flow(q)from Route 25 1329 12'-2 t 58.74 3.2600 0.003818 - 58' 0.221 16.844 Total(Pt) Route 20 502 12'-2 109.97+ 13.41 3 36' 120 15.904 Route 21 Flow(q)from Route 22 and 510 12'-2 123.38 3.2600 0.015069 26 36' 0.543 510 12'-2 3 (See 28' 120 16.446 C(20'-2) Notes) 40.3'/< ( ) 837 12'-2 48.46 3.2600 3 0.002675 P0(20'-2) 68'-33A 0.183 16.629 Total(Pt) Route 21 773 12'-2 123.38 3 (See 33.-Y4 120 15.343 Route 22 Notes) 13, Flow(q)from Route 23 502 12'-2 109.97 3.2600 0.012180 T(13') 46'-'/4 0.561 15.904 Total(Pt) Route 22 i,L�,©M.E.P.CAD,Inc. 411 AutoSPRINK 2018 v14.3.10.0 RA2 11/18/2018 7:34:38PM Page 13 • ,Q. y JNaSTUETIGARD Reobmoteme:Area Number:ORQRA2ST Date! 11/18/2018 Pipe information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Equiv. (Foot) Loss Per Unit Elev 2 Total Flow when applicable,are added Node 2 Actual ID Length Total si (Foot) (Q) Foot (psi) Friction(Pf) directly to(Pf)and shown as (Foot) (Foot) a-1'fig2"s,a„aim 25'-51/4 120 14.960 Route 23 1121 12'-2 46.61 3 Flow(q)from Route 1 0.015069 — 773 12'-2 123.38 3.2600 25'-51/4 0.383 15.343 Total(Pt) Route 23 58' 120 16.446 Route 24 510 12'-2 48.46 3 Flow(q)from Route 21 0.005987 523 12'-2 74.91 3.2600 58' 0.347 f 16.793 Total(Pt) Route 24 37'-11'/2 120 16.347 Route 25 1933 12'-2 49.85 3 (See Flow(q)from Route 1 Notes) 20.-2 1317 12'-2 66.13 3.26001 0.004754 C(20'-2) 58'-1 Y4 I 0.276 16.623 Total(Pt) Route 25 14' 120 15.343 Route 26 773 12'-2 123.38 1% (See P0(7-51/4), Flow(q)from Notes) 14'-101/4 Route 23 0.013181 — P0(7'-51/4) 780 12'-2 4 13.41 1.4420 2T-101/4 0.380 (Sem 19'-% 120 15.723 780 12'-2 1% Notes) 9'-103/4 502 12'-2 13.41 1.6820 0.006228 P0(9'-103/4) 28'-11 0.180 15.904 Total(Pt) Route 26 124'-6 120 14.446 Route 27 1119 11'-4 3 (See T(13') Notes) 78'-2 -0.361 0.005195 — 1921 12'-2 69.38 3.2600202'_8 1.053 Tr(5'),E(7'),4E(5'),P0(20'-2), T(13') 15.137 Total(Pt) Route 27 /(..&©M.E.P.CAD,Inc. 411 AutoSPRINK 2018 v14.3.10.0 RA2 11/18/2018 7:34:38PM Page 14 (.,Jot%tme: STORQUEST TIGARD Remote Area Number: RA2 Date: 11/18/2018 Pivatert,Pipe Lengths of Value,a ttlini -tnt ---:01,,,--417;..R -:,,E,„7:`,`,`,' Actual Inside Diameter 4.87 Value Of C 100 130 140 150 =Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend r II `Z 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 DelV Deluge Valve DPV Dry Pipe Valve E 90°Elbow EE 45°Elbow Eel 111h°Elbow Ee2 22W 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 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 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 L©M.E.P.CAD,Inc. in AutoSPRINK 2018 v14.3.10.0 RA2 11/18/2018 7:34:38PM Page 15 i Hydraulic Calculations for Project Name: STORQUEST TIGARD Location: 12800 SW PACIFIC HWY,TIGARD, OR 97223, Drawing Name: 181115 LEVEL 3 CORRIDOR HEADS-ADDED, Calculation Date: 11/15/2018 Design Remote Area Number: RA1 Remote Area Location: LEVEL 3 S.E. CORNER Occupancy Classification: Ordinary Group II Density: 0.20gpm/ft2 Area of Application: 1500ft2(Actual 955ft2) Coverage per Sprinkler: 130ft2 Type of sprinklers calculated: Upright No. of sprinklers calculated: 21 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 250.00 at Node: 5 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 5: 812.19 @ 72.513 Type of System: WET Volume of Dry or PreAction System: 4.69ga1 Water Supply Information: for Node: 5 Date: 11/03/2015 Location: 12740 SW PACIFIC HWY PROF Source: CITY OF TIGARD WATERY OF TIGAck "'G' Name of Contractor: Triad Fire Protection OREGON Address: 1927 NE Rodney Ave, Portland, OR 97212 C S Phone Number: 971-317-1313 Name of designer: TODD SEXTON 7/1/20 Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A M.E.P.CAD, Inc. Je AutoSPRlNK 2018 v14.3.10.0 RA1 11/15/2018 9:49:31PM Page 1 Hydraulic Graph Job Name: STORQUEST TIGARD N 1.85 Remote Area Number: RA1 Date: 11/15/2018 100 Water Supply :Static Pressure 98.000 I Summary Sheet 812.19(i) 93.346 90= — ---_ — Node: 5 1529.00 83.000 80 562_191 72.513 70 _ 812.19 with Hose Allowance at Source__ —_ 60— — — 77; S. - Syst m daninod curve o_ 40— — 30 -- 20 10 0 H1111111111111 II11111111 11111 ) 111111 I I I 1 I 111111111 111111111 11111111 I 1 1 1 III I I I II I I I IIII 0300 600 900 1200 1500 1800 2100 2400 2700 3000 Flow-gpm I 0 M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 11/15/2018 9:49:33PM Page 2 Hydraulic Graph Job Name: STORQUEST TIGARD N 1.85 Remote Area Number: RA1 Date: 11/15/2018 100 :Static Pressure 98.000 - 812.19 .i 93.346Summary Sheet 90 1529.00 @ 83.000 80 562_19 70.358 70 812.19 with Hose Allowance at Source 60 a a 2 50 N a System demand curve 40 30 20 10 0 1111111111 IIIIII I I I 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I 1 1 1 1 1 1 1 I 1 1 I I I I I I I I L I I f I I L I L I I I 1 1 1 1 0300 600 900 1200 1500 1800 2400 3000 2100 2700 Flow-gpm k,©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 11/15/2018 9:49:33PM Page 3 Job Number:18037 Report Description:Ordinary Group II(RA1) • Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) Sprinkler 2432 27.74 26.00 5.6 24.541 Sprinkler 2434 26.03 26.00 5.6 21.600 Sprinkler 2435 26.00 26.00 5.6 21.556 Sprinkler 2436 26.03 26.00 5.6 21.603 Sprinkler 2482 27.03 26.00 5.6 I 23.293 Sprinkler 2483 26.23 26.00 5.6 21.937 Sprinkler 2484 26.20 26.00 ( 5.6 21.893 Sprinkler 2485 26.23 26.00 5.6 21.940 Sprinkler 2541 27.27 26.00 5.6 23.715 Sprinkler 2542 27.19 26.00 5.6 23.577 Sprinkler 2543 27.23 _ 26.00 J 5.6 23.649 Sprinkler 2544 27.51 26.00 5.6 24.136 Sprinkler 2592 26.90 26.00 5.6 23.075 Sprinkler 2593 26.80 26.00 5.6 22.909 Sprinkler 2594 26.76 26.00 5.6 22.837 Sprinkler 2595 26.75 26.00 5.6 22.814 Sprinkler 2596 26.75 26.00 5.6 22.817 Sprinkler 2597 26.76 26.00 5.6 22.840 Sprinkler 2598 26.81 26.00 5.6 22.922 Sprinkler 2599 26.92 26.00 5.6 23.100 Sprinkler 2600 27.05 26.00 5.6 23.325 Most Demanding Sprinkler Data ©M.E.P.CAD,Inc. AutoSPRINK 2018 v14.3.10.0 11/15/2018 9:49:39PM Page 4 , Job Name: STORQUEST TIGARD ,Remote Area Number: RA1 Date: 11/15/2018 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) @ (gpm) (psi) @ (gpm) (psi) 5 Water Supply 98.000 83.000 1529.00 93.346 812.19 72.513 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 5 -4'-6 Supply 72.513 562.19 2432 32'-8 Sprinkler 24.541 27.74 2434 32'-8 Sprinkler 21.600 26.03 2435 32'-8 Sprinkler 21.556 26.00 2436 32'-8 Sprinkler 21.603 26.03 2482 32'-8 Sprinkler 23.293 27.03 2483 32'-8 Sprinkler 21.937 26.23 2484 32'-8 Sprinkler 21.893 26.20 2485 32'-8 Sprinkler 21.940 26.23 2541 32'-8 Sprinkler 23.715 27.27 2542 32'-8 Sprinkler 23.577 27.19 2543 32'-8 Sprinkler 23.649 27.23 2544 32'-8 Sprinkler 24.136 27.51 2592 32'-8 Sprinkler 23.075 26.90 2593 32'-8 Sprinkler 22.909 26.80 2594 32'-8 Sprinkler 22.837 26.76 2595 32'-8 Sprinkler 22.814 26.75 2596 32'-8 Sprinkler 22.817 26.75 2597 32'-8 Sprinkler 22.840 26.76 LA,©M.E.P.CAD, Inc. ,gi AutoSPRINK 2018 v14.3.10. 11/15/2018 9:49:41PM Page 5 Job Name: STORQUEST TIGARD Remote Area Number: RA1 Date: 11/15/2018 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (Psi) (gpm) 2598 32'-8 Sprinkler 22.922 26.81 2599 32'-8 Sprinkler 23.100 26.92 2600 32'-8 Sprinkler 23.325 27.05 7 0' Gauge 70.358 242 32'-8 25.386 417 32'-8 25.396 419 32'-8 23.846 421 32'-8 23.675 422 32'-8 23.624 423 32'-8 23.602 424 32'-8 23.578 426 32'-8 23.576 427 32'-8 23.581 428 32'-8 23.605 429 32'-8 23.627 431 32'-8 23.689 432 32'-8 23.873 434 32'-8 24.104 450 32'-8 28.379 665 32'-8 26.676 675 32'-8 28.807 684 32'-8 30.536 859 32'-8 27.432 I k,©M.E.P.CAD, Inc. inAutoSPRINK 2018 v14.3.10. 11/15/2018 9:49:41 PM Page 6 , Job Name: STORQUEST TIGARD Remote Area Number: RA1 Date: 11/15/2018 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 869 32'-8 29.174 877 32'-8 30.950 1075 32'-8 28.637 1079 32'-8 29.150 1088 32'-8 29.525 1096 32'-8 31.573 1406 32'-8 29.659 1412 32'-8 29.930 1419 32'-8 30.855 1424 32'-8 33.085 1629 2'-% 69.152 1634 8'-41% 62.789 1640 13'-4 57.654 1693 32'-8 29.930 1710 32'-8 30.272 1719 32'-8 30.841 1740 32'-8 36.176 1760 27'-2 50.497 1784 13'-4 57.651 1788 23'-8 52.010 1982 32'-8 29.950 2001 32'-8 30.499 2011 32'-8 31.147 g._1,(i)M.E.P.CAD, Inc. Ile AutoSPRINK 2018 v14.3.10. 11/15/2018 9:49:41PM Pape 7 i Job Name: STORQUEST TIGARD Remote Area Number: RA1 Date 11/15/2p18 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Length) Fitting Elev Pe Pf Friction Elev(Pe)Equiv. (Foot) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable,are added Node 2Actual ID Length Total (Foot) (Q) (psi) Friction(Pf) directly to(Pf)and shown as ,;r1, (Foot) (Foot) a o9ar..o vai.o 2435 32'-8 5.6 26.00 1'/4 (See 7' 6 120 21.556 Route 1 Notes) Sprinkler 2484 32'-8 26.00 1.44200.04-^,894 7'-6 0.336 2484 32'-8 5.6 26.20 1' (See 2'-10% 120 21.893 /4 Notes) Sprinkler, 7'-51/4 0.163010 - P0(7'-5%)426 32'-8 52.20 1.4420 10'-4 1.684 120 23.576 426 32'-8 3 1'-11'/4 2542 32'-8 12.54 3.2600 0.000219 1'-11% 0.000 2542 32'-8 5.6 27.19 3 (See 6%" 120 23.577 'I Sprinkler Notes) 424 32'-8 39.73 3.2600 6%4" 0.001852 0.001 424 32'-8 26.75 3 5 120 23.578 Flow(q)from Route 4 0.004800 - 423 32'-8 66.48 3.2600 5' 0.024 423 32'-8 26.76 3 2'-6'/4 120 23.602 Flow(q)from Route 6 0.008975 422 32'-8 93.24 3.2600 2'-6'/4 0.023 422 32'-8 52.26 3 2'-5% 120 23.624 Flow(q)from Route 2 421 32'-8 145.49 3.2600 0.020443 2.-5% 0.051 421 32'-8 26.80 3 1'-5% 120 23.675 Flow(q)from Route 8 r 0.027951 2541 32'-8 172.30 3.2600 1'-5'/4 0.040 sere t 2541 32'-8 5.6 27.27 3 (See 3'-6% 120 23.715 Sprinkler Notes) �, 0.036681 - 419 32'-8 i. 199.57 3.2600 3.-6% 0.131 419 32'-8 26.90+27.03 3 (See 6'-11'/4 120 23.846 Notes) Flow(q)from Route 10 and 20'-2 12 - 0.057099 T(20'-2) 417 32'-8 , 253.49 3.2600 27.-1% 1.550 417 32'-8 27.74 3 18'-6 120 25.396 Flow(q)from Route 14 - 0.069193 665 32'-8 281.24 3.2600 18'-6 1.280 LM,©M.E.P.CAD,Inc. in AutoSPRINK 2018 v14.3.10.0 RA1 11/15/2018 9:49:43PM Page 8 Job Name: STORQUEST TIGARD Remote Area Number: RA1 Date: 11/15/2018 Pipe Information Elev 1 Flow added Length C Factor Notes Fittings& Total(Pt) Node 1 Foot K-Factor this step Nominal ID (Foot) Fitting/Device(Equivalent (Foot) Devices (q) 9 ( q Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Equiv. (Foot) Elev 2 Total Flow Loss Per Unit when applicable,are added Node 2 (Foot) (Q) Actual ID Length Total (psi) (Foot) (Foot) Friction(Pf) directly to(Pf)and shown as %, a nee)aH"e"a'uo 665 32'-8 2 (See 88'-10 120 26.676 T(12'-33/4) Notes) 24'-7Y4 675 32'-8 46.86 2.1570 113'-51/4 0.018782 2.131 C(12'-33/4) 675 32'-8 3 15'-33/4 120 28.807 869 32'-8 158.68 3.2600 15'-3/4 3 0.024002 - 0.367 ,x 15' 120 29.174 869 32'-8 3 1088 32'-8 156.36 3.2600 0.023357 - 15' 0.350 1088 32'-8 19.80 3 25'-% 120 29.525 Flow(q)from Route 27 1412 32'-8 128.26 3.2600 0.016190 25'-'/4 0.405 1412 32'-8 17.10 2 31'-3% 120 29.930 C(12'-3%),Flow(q)from 12'-3% Route 20 1419 32'-8 50.03 2.1570 0.021199 43'-7'/2 0.925 1419 32'-8 17.11 2 (See 48'-83/4 120 30.855 Flow(q)from Route 18 Notes) 12-3% 1424 32'-8 ? �E, 67.14 2.1570 0.036536 T(12'-3%) 61'-/2 2.230 1424 32'-8 261.38 3 (See 17.-6 120 33.085 Notes) Flow(q)from Route 3 16' 1740 32'-8 328.52 3.2600 33'-6 0.092241 3.091 T(16') 1740 32'-8 233.67 4 (See 13'-1 120 36.176 Notes) Flow(q)from Route 16 118'-10 2.388 1760 27'-2 562.19 4.2600 131'-11 0.067719 11.933 3cplg(6'-9'/z),f(-3.000),4cplg( 6'-10),CV(28'-11'/2),BV(15'-9 1 /2),T(26'-4) 0' 120 50.497 1760 27'-2 4 1.514 0.067719 1788 23'-8 `ii `l 562.19 4.2600 0' 0.000 1788 23'-8 4 (Sae 10'-4 120 52.010 Notes) 6'-9%2 4.480 1784 13'-4 r;,. 562.19 4.2600 0.067719 Tr(6'-9'/2) #.. 17'-1'/2 1.160 0' 120 57.651 1784 13'-4 4 0.003 1640 13'-4 562.19 4.2600 0.067719 - 0' 0.000 ©M.E.P.CAD,Inc. IN AutoSPR!NK 2018 v14.3.10.0 RA1 11/15/2018 9:49:43PM Page 9 1 Job Name: STORQUEST TIGARD Remote Area Number: RA1 Dates'11/15/2018 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Equiv. Fcot Elev 2 �-,,,,,-;;/„1 Total Flow E q Loss Per Unit _ when applicable,are added Node 2 ' �; > ,�€ Actual ID Length Total (Foot) (Q) (Foot) (Foot) (psi) Friction(Pf) directly to(Pf)and shown as , a.,agafK..a vai..e 1640 13'-4 4 (See 7'-93/4 120 57.654 Notes) 36'-21/2 2.155 1634 8'-4% 562.19 4.2600 0.067719 2LtE(7'-103/4),3cplg(6'-91/z) , 44' 2.980 1634 8'-41/4 4 (See 5'-83/4 100 62.789 cpl g(6'-9'/2) Notes) 32'-4% 2.748 1629 2' /a 562.19 4.2600 0.094885 cplg(6'-91/2), P0(18'-9%)38'-1'/4 3.616 1629 2='/4 6 (See 4'-43/4 120 69.152 Notes) 30' 0.874 0.009640 f(-0.000), E(10'),2cplg(10'), 7 0' 562.19 6.3570 34'-43/ 0.332 BOR 7 0' 6 (See 4'-6 140 _ 70.358 I Notes) 22'-A 1.951 5 4'-6 • 562.19 6.2800 0.007692 E(22'%),S 26-6'/ I 0.204 i 250.00 72.513 Hose Allowance At Source 5 812.19 Total(Pt) Route 1 7'-6 120 21.600 Route 2 (See 2434 32'-8 5.6 26.03 1% Sprinkler Notes) 2483 32'-8 I 26.03 1.4420 I 0.044980 7'-5 0.337 2483 32'-8 5.6 26.23 1'/4 (See 2'-10% 120 21.937 Sprinkler, Notes) 7,-51/4 422 32'-8 ` 152.26 1.4420 0.163319 P0(7'-5%) 10'-4 1.687 23.624 Total(Pt) Route 2 (See 2436 32'-8 5.6 26.03 1% T-6 120 21.603 Route 3Sprinkler Notes) 2485 32'-8 26.03 1.4420 7 6 0.044985-6 .044985 0.337 2485 32'-8 5.6 26.23 11/4 (See 2'-10% 120 21.940 Sprinkler, Notes) 7'_5'/4 429 32'-8 52.26 1.4420 0.163338 PO(T-5'/4) 10'-4 1.687 429 32'-8 93.18 3 1 % 120 23.627 Flow(q)from Route 5 - 2543 32'-8 145.44 3.2600 0.020428 1'% 0.022 �,©M.E.P.CAD,Inc. 4g1 AutoSPRINK 2018 v14.3.10.0 RA1 11/15/2018 9:49:43PM Page 10 Job Name: STORQUEST TIGARD Remote Area Number: RA1 Date: 11/15/2018 Pipe Information Elev 1 Flow added Length C Factor Notes Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID (Foot) Fitting/Device(Equivalent (Foot) (q) Devices 9 ( q Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit Node 2 (Foot) (Q) Actual ID Length Total (psi) when applicable,are added (Foot) (Foot) Friction(Pf) directly to(Pt)and shown as .w3ath.o.,a'uo 2543 32'-8 5.6 27.23 3 (See 1'-51/4 120 23.649 Notes) Sprinkler 431 32'-8 172.67 3.2600 0.028063 1'-514 0.041 431 32'-8 26.81 3 5' 120 23.689 Flow(q)from Route 9 0.036653 432 32'-8 199.48 3.2600 5' 0.183 432 32'-8 26.92 3 5' 120 23.873 Flow(q)from Route 11 0.046323 434 32'-8 226.40 3.2600 5' 0.232 434 32'-8 27.05 3 6%" 120 24.104 Flow(q)from Route 13 2544 32'-8 I,, 253.44 3.2600 3 0.057077 - 6/4 0.032 2544 32'-8 5.6 27.51 3 (See 41-314 120 24.136 Notes) Sprinkler, 20'-2 450 32'-8 a 280.95 3.2600 0.069065 T(20'-2) 61'-51/4 4.243 18'-6 120 28.379 450 32'-8 3 675 32'-8 155.54 3.2600 0.023131 - 18'-6 0.428 675 32'-8 2 (See 80'-3/4 120 28.807 C(12'-33/4) Notes) 24'-7% 684 32'-8 ` 43.72 2.1570 0.016520 C(12'-33/4) 104'-8 1.729 684 32'-8 125.42 3 15'-33/4 120 30.536 Flow(q)from Route 28 877 32'-8 '''''''',t, 169.13 3.2600 0.027009 - 15'-33/4 0.413 877 32'-8 44.34 3 15' 120 30.950 Flow(q)from Route 23 1096 32'-8 213.47 3.2600 0.041550 15' 0.623 1096 32'-8 47.91 3 25'-'/4 120 31.573 Flow(q)from Route 25 1424 32'-8 261.38 3.2600 0.060428 25-1/4 1.512 33.085 Total(Pt) Route 3 1 1 2595 32'-8 5.6 26.75 114 (See 7'-14 120 22.814 Route 4 Notes) Sprinkler, 6' 424 32'-8 26.75 1.3800 - 0.058604 - 13'-14 0.764 P0(6') 0 M.E.P.CAD,Inc. 45AutoSPRINK 2013 v14.3.10.0 RA1 11/1E/2018 9:49:43PM Page 11 Job Name: STORQUEST TIGARD Remote Area Number: RA1 Date:'11/15/2018 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (9) h r Fixed Pressure Losses, FittingLength) Pf Friction Elev(Pe) Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 Actual ID Length Total (Foot) (R) (Foot) (psi) Friction(Pf) directly to(Pf)and shown as tom_ ...:) -:.__ (Foot) a 909-Ii.o,.alas, 23.578 I Total(Pt) Route 4 2596 32'-8 5.6 26.75 1'/4 (See 7'-1/4 120 22.817 Route 5 Notes) Sprinkler, 5' 427 32'-8 � 26.75 1.3800 13' /4 0.058611 P0(6') u ' 0.764 427 32'-8 39.67 3 I 5' 120 23.581 Flow(q)from Route 15 %rr,. 0.004792 - 428 32'-8 66.42 3.2600 5' 0.024 428 32'-8 26.76 3 Z-51/4 120 23.605 - Flow(q)from Route 7 429 32'-8 :, 93.18 3.2600 0.008964 2'-53% 0.022 23.627 Total(Pt) Route 5 2594 32'-8 5.6 26.76 11/4 (See 7'-% 120 22.837 1 •••°•Route 6 Notes) Sprinkler, 6' 1 423 32'-8 ;; *V 26.76 1.38001 0.058659 0.764 P0(6') 13.-1/4 23.602 Total(Pt) Route 6 2597 32'-8 5.6 26.76 11/4 (See T-'/4 120 22.840 Route 7 Notes) Sprinkler, 6' 428 32'-8 26.76 1.3800 /4 13'' 0.058667 0.764 P0(6') 23.605 Total(Pt) Route 7 2593 32'-8 5.6 26.80 11/4 (See 7''/4 120 22.909 Route 8 Notes) Sprinkler, 6' 421 32'-8 26.80 1.3800 0.058828 p0(6) 13'-/4 0.766 23.675 Total(Pt) Route 8 2598 32'-8 5.6 26.81 11/4 (See 7'-1/4 120 22.922 Route 9 Notes) Sprinkler, 6' 431 32'-8 0- ,,, 26.81 1.38000.058862 P0(6') 1S-1/4 0.767 23.689 Total(Pt) Route 9 (See 7'-'/4 120 23.075 Route 10 2592 32'-8 5.6 26.90 1% Notes) Sprinkler, 6' 0.059223 - P0(6') 419 32'-8 26.90 1.3800 13'-1/4 0.772 23.846 Total(Pt) Route 10 ©M.E.P.CAD,Inc. inAutoSPRINK 2018 v14.3.10.0 RA1 11/15/2018 9:49:43PM Page 12 Job Name: STORQUEST TIGARD Remote Area Number: RA1 Date: 11/15/2018 Pipe Information Elev 1 Flow added Length C Factor Notes Fittings& Total(Pt) Node 1 Foot K-Factor this step Nominal ID (Foot) Fitting/Device(Equivalent (Foot) (q) Devices 9 ( q Fitting Length) Pf Friction Elev(Pe) Equiv. (Foot) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable,are added Node 2 (Foot) (Q) Actual ID Length Total (psi) (Foot) (Foot) Friction(Pf) directly to(Pf)and shown as a 9D3ati..a'ah,o 2599 32'-8 5.6 26.92 11/4 (See 7'-1/4 120 23.100 Route 11 Notes) Sprinkler, 6' 432 32'-8 26.92 1.3800 0.059284 P0(6') 13'-i/4 0.772 23.873 Total(Pt) Route 11 2482 32'-8 5.6 27.03 11/4 (See 3'-3 120 23.293 Route 12 Notes) Sprinkler, 6' 419 32'-8 27.03 1.3800 9'-3 0.059742 0.553 P0(6') 23.846 Total(Pt) Route 12 2600 32'-8 5.6 27.05 11/4 (See T-'/4 120 23.325 Route 13 Notes) Sprinkler, 6' 434 32'-8 27.05 1.3800 144, 0.059817 - `' P0(6') 13'-1/4 0.779 24.104 Total(Pt) Route 13 2432 32'-8 5.6 27.74 11/4 (See T-51/4 120 24.541 Route 14 Notes) Sprinkler, 6, 242 32'-8 27.74 1.3800 13'-53/4 0.062695 P0(6') 0.846 242 32'-8 3 10'-4% 120 25.386 0.000953 417 32'-8 4 27.74 3.2600 10'-4% 0.010 25.396 Total(Pt) Route 14 426 32'-8 12.54 3 2'-61/4 120 23.576 Route 15 Flow(q)from Route 1 427 32'-8 39.67 3.2600 0.001847 - 2'-61/4 0.005 23.581 Total(Pt) Route 15 1982 32'-8 71.47+16.09 3 68'-8 120 29.950 Route 16 Flow(q)from Route 22 and 26 2001 32'-8 87.55 3.2600 0.007989 68'-8 0.549 2001 32'-8 58.96 3 31'-33/4 120 30.499 Flow(q)from Route 19 2011 32'-8 146.51 3.2600 0.020709 31'-33/4 0.649 2011 32'-8 87.16 3 (See 66'-2% 120 31.147 Notes) Flow(q)from Route 17 36'-2 1740 32'-8 ,,„ 233.67 3.2600 3 0.049114 - 1(20'-2),T(16') 102'-41/4 5.029 36.176 Total(Pt) Route 16 L©M.E.P.CAD,Inc. in AutoSPRINK 2018 v14.3.10.0 RA1 11/15/2018 9:49:43PM Page 13 Job Name: STORQUEST TIGARD Remote Area Number: RA1 Date:`11/15/2018 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit _ when applicable,are added Node 2 Actual ID Length Total (Foot) (Q) Foot (psi) Friction(Pf) directly to(Pf)and shown as ( ) (Foot) �r a no'Je.,a••s'ue 1412 32'-8 17.10 3 (See I 16'-5% 120 29.930 Route 17 Notes) — Flow(q)from Route 20 20'-2 3 0.009351 C(20'-2) 1710 32'-8 "'wilt% 95.33 3.2600 , 36'-7% 0.342 1710 32'-8 3 (See 31'-33/4 120 30.272 Notes) 20'-2 1719 32'-8 104.27 3.2600 0.011038 T(20'-2) vuj fir 51'-5% 0.568 1719 32'-8 3 (See 18'-61/2 120 30.841 Notes) 20'-2 0.007922 — T(20'-2) 2011 32'-8 87.16 3.2600 38'-8'/2 0.307 31.147 Total(Pt) Route 17 16'-5% I 120 30.841 Route 18 1719 32'-8 87.16 3 (SPe Flow(q)from Route 17 Notes) 20'-2 1419 32'-8 17.11 3.2600 0.000390 T(20'2) 36'-7% I 0.014 30.855 Total(Pt) Route 18 I 1693 32'8 83.99 3 68'-8 120 29.930 Route 19 Flow(q)from Route 21 1710 32'-8 . 67.90 3.2600 0.004992 68' 8 0.343 1710 32' 8 3 (See 18'-6% 120 30.272 C(20'-2) Notes) 40'-3% 2001 32'-8 P 58.96 3.2600 0.003844 — T(20'-2) 58'-10% 0.226 30.499 Total(Pt) Route 19 1075 32'-8 3 (See 15-2 120 28.637 Route 20 Notes) 20'-2 1079 32'-8 N 120.89 3.2600 3 0.014510 — T(20' 2) 35'-3/4 0.512 1079 32'-8 3 (See 30'-% 120 29.150 Notes) 18'-9% Ic 1406 32'-8 4 - 101.08 3.2600 0.010422 2E(9'-5) 45-10% 0.509 1406 32'-8 2 (See 65-8 120 29.659 T(12'-3%) { Notes) 24'-7'/4 1412 32'-8 17.10 2.1570 0.002908 C(12' 33/4) 93'-3% 0.271 29.930 Total(Pt) Route 20 ©M.E.P.CAD,Inc. ill AutoSPRINK 2018 v14.3.10.0 RA1 11/15/2018 9:49:43PM Page 14 Job Name: STORQUEST TIGARD Remote Area Number: RA1 Date: 11/15/2018 Pipe Information Elev 1 Flow added Length C Factor Notes Node 1 K-Factor this step Nominal ID Fittings& (Foot) Total(Pt) (Foot) (q) Devices Fitting/Device(Equivalent Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit Node 2 (Foot) (Q) Actual ID Length Total (psi) when applicable,are added (Foot) (Foot) Friction(Pf) directly to(Pf)and shown as a.iegatI.,o•,aIua 1406 32'-8 17.10 3 (See 16'-51/2 120 29.659 Route 21 Notes) Flow(q)from Route 20 20'-2 1693 32'-8 83.99 3.2600 0.007397 T(20'-2) 36'-71/4 0.271 29.930 Total(Pt) Route 21 Route 22 859 32'-8 234.38 3 (See 15' 120 27.432 Flow(q)from Route 24 Notes) 1075 32'-8 ,. 20'-2 0.034267 192.35 3.2600 35'-2 1.205 T(20'-2) 1075 32'-8 3 (See 150'-61/4 120 28.637 T(20'-2) Notes) 88.-81/2 1982 32'-8 71.47 3.2600 0.005488 3E(9'-5),2T(20'-2) 239'-2% 1.313 29.950 Total(Pt) Route 22 859 32'-8 234.38 2 (See 88'-10 120 27.432 Route 23 T(12'-3%), Flow(q)from Notes) 24.-71/4 Route 24 869 32'-8 42.02 2.1570 113'-5Y4 0.015356 1.742 C(12'-33/4) 869 32'-8 2 (See 80'-% 120 29.174 Notes) C(12'-3%) 24'-7/4 - 877 32'-8 44.34 2.1570 104'-8 0.016959 1.775 1(12'-3%) 30.950 Total(Pt) Route 23 665 32'-8 46.86 3 15'-3% 120 26.676 Route 24 Flow(q)from Route 1 859 32'-8 234.38 3.2600 0.049389 15'-3% 0.756 27.432 Total(Pt) Route 24 1088 32'-8 19.80 2 (See 80'-% 120 29.525 Route 25 C(12'-3%), Flow(q)from Notes) 24'-71/4 Route 27 1096 32'-8 47.91 2.1570 104'-8 0.019567 2 048 - T(12'-33/4) 31.573 Total(Pt) Route 25 1693 32'-8 83.99 3 (See 18'-6%2 120 29.930 Route 26 T(20'-2), Flow(q)from Route Notes) 40'-33/4 21 1982 32'-8 16.09 3.2600 0.000348 T(20'-2) 58'-101/2 0.020 29.950 Total(Pt) Route 26 1079 32'-82 (See 73'-8 120 29.150 Route 27 T(12'-3%) Notes) 24'-71/4 1088 32'-8 19.80 2.1570 0.003817 C(12'-3%) 98'-3'/2 0.375 ©M.E.P.CAD,Inc. inAutoSPRINK 2018 v14.3.10.0 RA1 11/15/2018 9:49:43PM Page 15 Job Name: STORQUEST TIGARD Remote Area Number: RA1 Date:'11/15/2018 Pipe Information Elev 1 Flow added Fittings& Length I C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit - when applicable,are added Node 2 Actual ID Length Total (Foot) (Q) (Foot) (Foot) (psi) Friction(Pf) directly to(Pf)and shown as a nab xiVo uai,,o 29.525 I Total(Pt) Route 27 450 32'-8 3 (See 98'-6% 120 28.379 Route 28 Notes) T(20'-2) ..,e 40'33/ 684 32'-8 125.42 3.2600 0.015532 T(20'-2) Me' 138'-10/ 2.157 30.536 Total(Pt) Route 28 /,©M.E.P.CAD,Inc. id AutoSPRINK 2018 v14.3.10.0 RA1 11/15/2018 9:49:43PM Page 16 Job Name: STORQUEST TIGARD Remote Area Number: RA1 Date: 11/15/2018 Equivalent pia Length of Valves am =tae$.=s(C 3 -- 71—1d4ttitait€ptfier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 =Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 Fittings Lend 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 111/4°Elbow Ee2 221/=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 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. illAutoSPRINK 2018 v14.3.10.0 RA1 11/15/2018 9:49:43PM Page 17