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Report (28) eco c INSURANCE SERVICES OFFICE,INC. HYDRANT FLOW DATA SUMMARY City Tigard County Washington State Oregon Witnessed by: Hydraulic modeling Date: March 31,2017 FLOW-GPM PRESSURE FLOW-AT 20 PSI max pipe velocity 10 fps PSI TEST TYPE TEST LOCATION SERVICE INDIVIDUAL TOTAL STATIC RESID. NEEDED AVAIL. REMARKS*** MODEL ID CITY GIS FH ID NO. DIST.* LEVEL HYDRANTS ** 1567 98 73 2922 8-inch main J15448 34C0152 1 Comm 12325 SW Katherine-in front of school 410(Main) 1563 4694 97 80 4000 3594 8-inch main J15442 34C0149 1563 100 87 4373 8-inch main J2870 03B0023 1A Comm 12325 SW Katherine-in front of school 410(Main) 11250 10889 1 . 1062 97 94 6981 6-inch main J2774 03A0009 2 Comm 10865 SW Walnut St-in front of school 410(Main) 1702 3772 106 87 5500 3854 6-inch main J2780 03A0042 1008 104 102 7909 6-inch main J2782 03A0045 2R Res 10865 SW Walnut St-in front of school 410(Main) 1000 18744 9574 108 78 17130 8-and 16-inch mains J16458 02A0229 8 Comm 8935 SW Burnham Rd-Front 410(Main) 1984 12700 108 101 5000 8075 8-inch main J6938 02A0243 1142 108 105 7617 6-inch main J16456 02A0207 8A Comm 8935 SW Burnham Rd-Front 410(Main) 3000 32822 k u`; 4268 112 105 17878 12-inch main J6800 02D0072 9 Comm Hall Blvd and Omara 410(Main) 10426 4000 6157 111 99 18717 12-inch main J6818 02D0080 9R Res Hall Blvd and Omara 410(Main) tlfi .. 1000 36595 4fOC 1564 99 94 7395 8-inch main J600 01C0051 10 Comm 7575 SW Tech Center Dr 410(Main) 1567 4697 104 98 4500, 6535 8-inch main J640 01C0040 1567 97 92 7070 8-inch main J592 01D0002 10A Comm 7575 SW Tech Center Dr 410(Main) KW����a�y� 3500 20999 THE ABOVE LISTED NEEDED FIRE FLOWS ARE FOR PROPERTY INSURANCE PREMIUM CALCULATIONS ONLY AND ARE NOT INTENDED TO PREDICT THE MAXIMUM AMOUNT OF WATER REQUIRED FOR A LARGE SCALE FIRE CONDITION. THE AVAILABLE FLOWS ONLY INDICATE THE CONDITIONS THAT EXISTED AT THE TIME AND AT THE LOCATION WHERE TESTS WERE WITNESSED. *Comm=Commercial; Res=Residential. **Needed is the rate of flow for a specific duration for a full credit condition. Needed Fire Flows greater than 3,500 gpm are not considered in determining the classification of the city when using the Fire Suppression Rating Schedule. ***(A)-Limited by available hydrants to gpm shown.Available facilities limit flow to gpm shown plus consumption for the needed duration of(B)-2 hours,(C)-3 hours or(D)-4 hours. INSURANCE SERVICES OFFICE,INC. HYDRANT FLOW DATA SUMMARY City Tigard County Washington State Oregon Witnessed by: Hydraulic modeling Date: March 31,2017 FLOW-GPM PRESSURE FLOW-AT 20 PSI max pipe velocity 10 fps PSI TEST TYPE TEST LOCATION SERVICE INDIVIDUAL TOTAL STATIC RESID. NEEDED AVAIL. REMARKS*** MODEL ID CITY GIS FH ID NO. DIST.* LEVEL HYDRANTS ** 1203 110 102 4540 6-inch main J16512 12A0189 12 Comm 72nd,south of Bonita Rd 410(Main) 5837 13977 105 90 5000 15030 12-inch main J10430 12A0163 6937 103 88 18202 12-inch main J16002 12A0167 12A Comm 72nd,south of Bonita Rd 410(Main) 3500 37771 . 13 Comm 72nd and Upper Boones Ferry 410(Main) 68261 6826 110 86 5000 14622 12-inch main J9854 12D0262 13A Comm 72nd and Upper Boones Ferry 410(Main) _ � 3000 14622 r- 9784 54 53 55155 16-inch main J12720 10A0105 15 Comm Pacific Hwy and Gaarde St 410(Main) 4152 18092 55 53 5000 26195 12-inch main J12728 03D0193 4156 53 53 32617 12-inch main J12190 10A0094 Hwy 410(Main) r: \ %�'0).,; i' 3000 113967 15A Comm Pacific and Gaarde St, 5766 92 76 13563 12-inch main J15838 14A0059 16 Comm 9000 SW Durham Rd-front of schocl 410(Main) 6052 13571 91 72 5500 13102 12-inch main J15840 14A0063 1753 89 86 12443 8-inch main J14456 14A0006 16A Comm 9000 SW Durham Rd-front of school 410(Main) ,\* : . 3000 39108 Pa 7231r 87 58 11695 12-inch main J12378 100O275 17 Comm 15570 SW Pacific-front of Safewaf 410(Main) 6260 18704 90 68 3500 12265 12-inch main J12330 100O284 II _ 5213 92 78 13991 12-inch main J12312 100O251 18 Res 14992 SW 132nd Terrace 713 5639 5639 62 21 1000 5694 12-inch main J9348 09D0025 19 Comm 10845 Canterbury Lane-front 530 1225 1225 74 20 2250 1225 8-inch main J12686 10A0227 20 Comm SW Greenfield Dr and SW Princeton Ln 550D 1539 1539 68 67 2250 8106 8-inch main J3674 04D0067 THE ABOVE LISTED NEEDED FIRE FLOWS ARE FOR PROPERTY INTURANCE PREMIUM CALCULATIONS ONLY AND ARE NOT INTENDED TO PREDICT THE MAXIMUM AMOUNT OF WATER REQUIRED FOR A LARGE SCALE FIRE CONDITION. THE AVAILABLE FLOWS ONLY TNDICATE THE CONDITIONS THAT EXISTED AT THE TIME AND AT THE LOCATION WHERE TESTS WERE WITNESSED. *Comm=Commercial; Res=Residential. **Needed is the rate of flow for a specific duration for a full credit condition. Needed Fire Flows greater than 3,500 gpm are not considered in determining the classification of the city when using the Fire Suppression Rating Schedule. ***(A)-Limited by available hydrants to gpm shown.Available facilities limit flow to gpm shown plus consumption for the needed duration of(B)-2 hours,(C)-3 hours or(D)-4 hours. INSURANCE SERVICES OFFICE,INC. HYDRANT FLOW DATA SUMMARY City Tigard Water System-King City County Washington State Oregon Witnessed by: Hydraulic modeling Date: March 31,2017 FLOW-GPM PRESSURE FLOW-AT 20 PSI max pipe velocity 10 fps PSI TEST TYPE TEST LOCATION SERVICE INDIVIDUAL TOTAL STATIC RESID. NEEDED AVAIL. REMARKS*** MODEL ID CITY GIS FH ID NO. DIST.* LEVEL HYDRANTS ** 1 Comm SW King George and SW 116th Ave 410(Main) 984 984 73 71 2500 6450 6-inch main J12028 1000087 2 Comm SW 116th Ave and Royalty Pkwy 410(Main) 2705 2705 85 69 3000 5843 8-inch main J12048 1000093 4 Comm 12070 Fischer Rd at street 410(Main) 3464 3464 107 91 2500 9276 8-inch main J14980 15B0201 5 Comm Fischer Rd and 126th Ave 410(Main) 953 953 104 101 1500 6495 6-inch main J8002 16A0270 nearest FH at 6 Comm King Charles and SW Queen Victoria 410(Main) 1393 1393 90 70 1500 2779 16000 Queen J14564 100O269 Victoria,6-inch main 6R Res King Charles and SW Queen Victoria 410(Main) 1000 2779 THE ABOVE LISTED NEEDED FIRE FLOWS ARE FOR PROPERTY INSURANCE PREMIUM CALCULATIONS ONLY AND ARE NOT INTENDED TO PREDICT THE MAXIMUM AMOUNT OF WATER REQUIRED FOR A LARGE SCALE FIRE CONDITION. THE AVAILABLE FLOWS ONLY INDICATE THE CONDITIONS THAT EXISTED AT THE TIME AND AT THE LOCATION WHERE,TESTS WERE WITNESSED. *Comm=Commercial; Res=Residential. **Needed is the rate of flow for a specific duration for a full credit condition. Needed Fire Flows greater than 3,500 gpm are not considered in determining the classification of the city when using the Fire Suppression Rating Schedule. ***(A)-Limited by available hydrants to gpm shown.Available facilities limit flow to gpm shown plus consumption for the needed duration of(B)-2 hours,(C)-3 hours or(D)-4 hours. INSURANCE SERVICES OFFICE,INC. HYDRANT FLOW DATA SUMMARY City Tigard Water System-Durham County Washington State Oregon Witnessed by: Hydraulic modeling Date: March 31,2017 FLOW-GPM PRESSURE FLOW-AT 20 PSI max pipe velocity 10 fps PSI TEST TYPE TEST LOCATION SERVICE INDIVIDUAL TOTAL STATIC RESID. NEEDED AVAIL. REMARKS*** MODEL ID CITY GIS FH ID NO. DIST.* LEVEL HYDRANTS ** 1 Comm 7620 SW Bridgeport Rd-front of bldg 410(Main) 5913 5913 90 42 1500 7379 12-inch main J11470 13C0090 2 Comm Upper Boones Ferry&Rivendell 410(Main) 938 938 90 87 1250 7049 6-inch main J11346 13C0084 3 Res 17273 Arkenstone 410(Main) 1600 1600 93 57 1500 2369 6-inch main J11282 13C0007 4 Comm 18270 Boones Ferry 410(Main) 1463 1463 111 90 1250 3370 8-inch main J11562 24B0006 5 Comm Upper Boones Ferry and SW Findlay 410(Main) 1717 1717 96 81 1500 4163 6-inch main J11098 13B0127 THE ABOVE LISTED NEEDED FIRE FLOWS ARE FOR PROPERTY)D SURANCE PREMIUM CALCULATIONS ONLY AND ARE NOT INTENDED TO PREDICT THE MAXIMUM AMOUNT OF WATER REQUIRED FOR A LARGE SCALE FIRE CONDITION. THE AVAILABLE FLOWS ONLY INDICATE THE CONDITIONSTHA'f EXISTED AT THE TIME AND AT THE LOCATION WHERE TESTS WERE WITNESSED. *Comm=Commercial; Res=Residential. **Needed is the rate of flow for a specific duration for a full credit condition. Needed Fire Flows greater than 3,500 gpm are not considered in determining the classification of the city when using the Fire Suppression Rating Schedule. ***(A)-Limited by available hydrants to gpm shown.Available facilities limit flow to gpm shown plus consumption for the needed duration of(B)-2 hours, (C)-3 hours or(D)-4 hours. Fire flows in this ISO summary were modeled using the City of Tigard's steady-state calibrated water distribution system hydraulic model. Flows in this ISO summary are modeled under the following conditions: ■ Water system demand = maximum day demand (MDD)with a total demand of 4,093 gallon per minute (gpm) (5.9 million gallons per day(mgd)). ■ Storage reservoirs(tanks) are assumed to be approximately 90%full. ■ Booster pump stations are turned off including supply into the system from the Lake Oswego Tigard Water Partnership through the Bonita Road Pump Station. Pump Station Nos. 8 and 1 are operating to supply constant pressure service to pressure(service) zones 830 and 530 respectively. ■ Flow (FLOW-GPM column) is determined by a minimum service pressure of 20 psi and a maximum pipe velocity of 10 feet per second (fps). Hydraulic Calculations for Project Name: Tigard High School Renovations Location: 9000 SW Duram Rd., Tigard, Oregon, Drawing Name: All Levels Imported from Revit 7-21-18.cad Calculation Date: 10/21/2018 Design Remote Area Number: N1 &2 Main Level Calc 3 Occupancy Classification: Ordinary Group I Density: 0.150gpm/ft2 Area of Application: 950.00ft2 (Actual 932.18ft2) Coverage per Sprinkler: 130.00ft2 Type of sprinklers calculated: Upright No. of sprinklers calculated: 10 Type of System: Wet Volume of Dry or PreAction System: N/A In-rack Demand: N/A gpm at Node: N/A Hose Streams: 250.00 at Node: 10 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 10: 458.72@46.041 Water Supply Information: Name of Contractor:McKinstry Co. Address: 16790 NE Mason St Suite 100, Portland, Oregon Phone Number: Name of designer: Dana Thompson Authority Having Jurisdiction Notes: Automatic peaking results Left: N/A Right: N/A V ,©M.E.P.CAD, Inc. MAutoSPRINK® 12 v12.1.1.0 N1 &2 Main LE 10/21/2018 8:03:47AM Page 1 Job Name: Tigard High School Renovations Remote Area Number: N1 & 2 Main Level Calc 3 Date: 10/21/2018 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name @ (psi) (psi) °� (gpm) (psi) (gpm) (psi) 10 Water Supply 89.000 86.000 1753.00 88.749 458.72 46.041 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 230 205'-4 29.857 10 189'-7 Supply 46.041 208.72 301 209'-0 Sprinkler 12.125 19.50 302 208'-7 Sprinkler 12.222 19.58 303 208'-5 Sprinkler 12.448 19.76 304 208'-1 Sprinkler 12.492 19.79 305 208'-11 Sprinkler 12.855 20.08 306 207'-8 Sprinkler 13.076 20.25 307 208'-7 Sprinkler 15.917 22.34 308 209'-0 Sprinkler 15.985 22.39 309 208'-1 Sprinkler 16.140 22.50 310 208'-1 Sprinkler 16.197 22.54 1 207'-8 14.790 2 207'-8 28.672 3 206'-8 29.828 4 207'-4 29.633 5 203'-8 32.680 6 196'-0 36.431 7 194'-6 37.234 ,©M.E.P.CAD, Inc. a AutoSPRINK®12 v12.1.1 10/21/2018 8:03:58AM Page 3 Job Name: Tigard High School Renovations Remote Area Number: N1 & 2 Main Level Calc 3 Date: 10/21/2018 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 8 189'-7 39.412 9 189'-7 39.918 11 206'-8 14.639 12 207'-8 14.614 13 206'-8 14.634 14 206'-8 14.681 15 206'-8 15.071 16 206'-8 19.393 17 207'-8 17.253 18 207'-8 17.599 19 207'-8 17.212 20 207'-8 17.272 21 206'-8 19.395 22 206'-8 19.416 23 205'-4 29.841 24 205'-11 29.671 25 205'-4 31.037 26 205'-4 29.869 27 206'-4 29.593 28 206'-4 30.514 29 205'-4 31.031 36 205'-4 29.756 37 205'-11 30.675 ©M.E.P.CAD, Inc. q AutoSPRINK®12 v12.1.1 10/21/2018 8:03:58AM Page 4 Job Name: Tigard High School Renovations Remote Area Number: N1 & 2 Main Level Calc 3 Date: 10/21/2018 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 38 205'-4 30.953 39 205'-4 31.100 40 199'-1 34.729 50 205'-4 29.673 51 207'-8 28.662 52 207'-8 28.839 53 199'-1 35.103 54 205'-11 29.751 65 196'-0 36.431 124 207'-6 19.090 229 205'-4 31.032 ©M.E.P.CAD, Inc. AutoSPRINK®12 v12.1.1 10/21/2018 8:03:58AM Page 5 Job Name: Tigard High School Renovations Remote Area Number: N1 &2 Main Level Calc 3 Date: 10/21/2018 Pipe Information I Eiev 1 I Flow added IFittings& 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) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Total (psi) Friction(Pf) to Pf and shown as a (Foot) (Q) ( ) (Foot) (Foot) negative value. 301 209'-0 5.6 19.50 1 (See 9'-8 120 12.125 Route 1 Notes) Sprinkler, 7'-0 0.592 0.124177 E(2'-0), PO 5'-0 1 207'-8 i 19.50 1.0490 16'-8 2.073 ( ) 1 207'-8 45.04 11/2 (See 89'-6 120 14.790 Notes Flow(q)from Route 2 32'-2 51 207'-8 64.54 1.6820 0.114045 9LtE(2'-6), P0(9'-11) 121'-8 13.872 51 207'-8 0.65 4 8'-1 120 28.662 Flow(q)from Route 4 ',,,.,. 0.001258 2 207'-8 65.19 4.2600 8'-1 0.010 2 207'-8 54.87 4 (See 25'-0 120 28.672 Notes Flow(q)from Route 7 17'-11 52 207'-8 120.05 4.2600 0.003893 2fE(8'-11) 42'-11 0.167 52 207'-8 44.34 4 (See 21'-4 120 28.839 Notes) Flow(q)from Route 10 58'-6 0.434 3 206'-8 164.40 4.2600 0.006963 3fE(8'-11), Ee2(5'-3),T(26'-4) tom, 79'-10 0.556 ____ (See 0'-8 120 29.828 3 206' 8 4 Notes) fE(8'-11), T(26'-4) 70'-7 -0.289 4207'-4 - 66.78 4.260071'-3 0.001315 0.094 fE(8' 11),T(26'-4) 4 207'-4 97.62 4 (See 29'-3 120 29.633 Notes) Flow(q)from Route 11 56'-11 0.867 39 205'-4 164.40 4.2600 0.006963 4fE(8'-11), fT(21'-1) ;� 86'-2 0.600 39 205'-4 44.33 4 (See 31'-3 120 31.100 Notes) Flow(q)from Route 12 47'-11 0.723 5 203'-8 208.72 4.2600 79' 2 0.010830 0.858 3fE(8'-11),fT(21'-1) 4'-7 120 32.680 5 203'-8 4 1.998 40 199'-1 j• 208.72 4.2600 0.010830 4'-7 0.050 40 199'-1 4 (See 3'-0 120 34.729 Notes) 42'-2 1.318 6 196'-0 183.15 4.2600 45' 2 0.008504 0.384 BV(15' 10), P0(26'-4) 6 196'-0 25.57 6 (See 35'-6 120 36.431 Notes) Flow(q)from Route 13 59'-1 0.657 7 194'-6 208.72 6.3570 94' 7 0.001542 0.146 4fE(12'-7), Ee2(8'-10) ,0 M.E.P.CAD, Inc. 41 AutoSPRINK®12 v12.1.1.0 N1 &2 Main Level Calc 10/21/2018 8:04:03AM Page 6 Job Name: Tigard High School Renovations Remote Area Number: N1 &2 Main Level Calc 3 Date: 10/21/2018 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (Foot) (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 u Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Total (Foot) (Q) (Foot) (psi) Friction(Pf) to(Pf)and shown as a (Foot) negative value. 7 194'-6 6 (See 12'-0 120 37.234 Notes) 9, 0 1,-,,,,,,..„-- 2.137 8 189'-7 208.72 6.0650 21'-0 0.001939 0.041 LtE(9° 0) 8 189'-7 6 (See 345-8 150 39.412 Notes) 57-0 9 189'-7 208.72 6.0900 0.001257 - EE(10'-9),T(46'-3) 402'-8 0.506 9 189'-7 8 (See 282'-10 150 39.918 Notes) 33'-2 10 189' 7 208.72 7.9800 0.000337 2EE(13'-7), BFP(-6.016), 316' 1 6.122 GV(6' 0), S 250.00 46.041 Hose Allowance At Source % 10 "! 458.72 Total(Pt) Route 1 302 208'-7 5.6 19.58 1 (See 5'-9 120 12.222 Route 2 Notes) Sprinkler, 7'-0 0.824 11 206'-8 '* 19.58 1.0490 12'-9 0.125094 1.592 E(2'-0), P0(5'-0) 11 206'-8 5.38 11/2 (See 13'4 120 14.639 Notes) Flow(q)from Route 3 7'-5 -0.434 12 207'-8 24.96 1.6820 0.019673 3LtE(2'-6) 20'-9 0.408 12 207'-8 20.08 1'h 3'-0 120 14.614 Flow(q)from Route 5 1 207'-8 45.04 1.6820 0.058621 3'-0 0.176 14.790 Total(Pt) Route 2 303 208'-5 5.6 19.76 1 (See 4'-4 120 12.448 Route 3 Sprinkler, Notes) 7'-0 0.747 0.127227 13 206'-8 19.76 1.0490 11'-4 1.439 E(2' 0), PO(5'-0) 4'-2 120 14.634 13 206'-8 11/2 11 206'-8 5.38 1.6820 0.001152 , 4' 2 0.005 14.639 Total(Pt) Route 3 304 208'-1 5.6 19.79 1 (See 5'-3 120 12.492 Route 4 Notes) Sprinkler, 7'-0 0.624 14 206'-8 /% r- 19.79 1.0490 12' 3 0.127645 1.566 E(2'-0), PO(5'-0) (,©M.E.P.CAD, Inc. (fi AutoSPRINK®12 v12.1.1.0 N1 &2 Main Level Calc 10/21/2018 8:04:03AM Page 7 Job Name: Tigard High School Renovations Remote Area Number: N1 &2 Main Level Calc 3 Date: 10/21/2018 Pipe Information Flow added I I 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,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit - applicable,are added directly Node 2 Actual ID Length Total (Foot) (Q) (Foot) (psi) Friction(Pf) to(Pf)and shown as a (Foot) negative value. 14 206'-8 14.37 1'/z 11'-1 120 14.681 Flow(q)from Route 17 15 206'-8 34.17 1.6820 0.035157 11'-1 0.390 15 206'-8 20.25 11/2 (See 29'-8 120 15.071 Notes) Flow(q)from Route 6 y; 22'-3 16 206'-8 54.42 1.6820 0.083170 LtE(2'-6),T(9'-11), P0(9'-11) z 52'-0 4.322 16 206'-8 3 (See 11-9 120 19.393 Notes) 13'-5 -0.361 124 207'-6 ' ;• Z, 44.97 3.2600 25' 2 0.002329 0.059 2fE(6'-9) .0 WO 124 207'-6 11/2 (See 137'-9 120 19.090 Notes) P0(9'-11) 27'-3 0.939 50 205'-4 z$� 44.97 1.6820 0.058459 3LtE(2'-6), P0(9.-11) 165'-0 9.643 50 205'-4 4 (See 11'-3 120 29.673 Notes) 17'-11 -1.012 51 207'-8 �� 0.65 4.2600 0.000000 2fE(8'-11) 29'-2 0.000 28.662 Total(Pt) Route 4 Route 5'-4 120 12.855 305 208'-11 5.6 20.08 1 (See 2 - Sprinkler, Notes) 7'-0 0.536 p 12 207'-8 20.08 1.0490 9 4 0.131077 1 222 E(2'-0), P0(5.-0) 14.614 Total(Pt) Route 5 306 207'-8 5.6 I 20.25 1 (See 4'-10 120 13.076 Route 6 Notes) Sprinkler, 7'-0 0.423 15 206'-8 20.25 1.0490 0.133158 E(2'-0), P0(5.-0) 11'-10 1.572 15.071 Total(Pt) Route 6 307 208'-7 5.6 22.34 1 (See 0,-11 120 15.917 Route 7 Notes) Sprinkler, 5'-0 0.392 17 207'-8 22.34 1.04905'-11 0.159717 0.943 P0(5.-0) 17 207'-8 10.13 1'/2 10'-10 120 17.253 Flow(q)from Route 9 18 207'-8 32.48 1.6820 0.032009 - 10'-10 0.347 18 207'-8 22.39 11/2 (See 94'-1 120 17.599 Notes) Flow(q)from Route 8 37'-1 -0.010 2 207'-8 54.87 1.6820 0.084448 11 LtE(2'-6), P0(9'-11) E 131'-3 i 11.083 ©M.E.P.CAD, Inc 41AutoSPRINK®12 v12.1.1.0 N1 &2 Main Level Cal( 10/21/2018 8:04:03AM Page 8 Job Name: Tigard High School Renovations Remote Area Number: N1 &2 Main Level Calc 3 Date: 10/21/2018 Pipe Information Elev 1 Flow added Fittings& Length C Factor Total(Pt) Notes Node 1 K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (Foot) (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 V Total Flow Equiv. (Foot) Loss Per Unit - applicable,are added directly Node 2 Actual ID Length Total (Foot) (Q) (Foot) Foot (psi) Friction(Pf) to(Pf)and shown as a (Foot) negative value. 28.672 Total(Pt) Route 7 308 209'-0 5.6 22.39 1 (See 1'-4 120 15.985 Route 8 Notes) Sprinkler, 5°-0 0.593 18 207'-8 22.39 1.0490 6'-4 0.160349 1.021 P0(5'-0) 17.599 Total(Pt) Route 8 309 208'-1 5.6 22.50 1 (See 0'-5 120 16.140 Route 9 Notes) Sprinkler, - 5'-0 0.192 19 207'-8 22.50 1.0490 5'-5 0.161786 0.880 P0(5'-0) 19 207'-8 1'/2 10'-10 120 17.212 17 207'-8 c 10.13 1.6820 0.003712 10'-10 0.040 17.253 Total(Pt) Route 9 310 208'-1 5.6 22.54 1 (See 0'-5 120 16.197 Route 10 Notes) Sprinkler, 5-0 0.192 20 207'-8 22.54 1.0490 5' S 0.162311 0.883 i P0(5-0) 20 207'-8 12.36 1'/2 (See 29'-2 120 17.272 Notes) Flow(q)from Route 16 17'-4 0.423 21 206'-8 34.90 1.6820 46'-6 0.036571 1.700 3LtE(2'-6), P0(9'-11) 21 206'-8 9.44 3 9'-5 120 19.395 Flow(q)from Route 18 22 206'-8 44.34 3.2600 0.002269 9'-5 0.021 22 206'-8 11/2 (See 135'-11 120 19.416 P0(9'-11) Notes) 37'-1 -0.434 ` 44.34 1.6820 0.056952 7LtE(2'-6), P0(9'--11) 52 207'-8 173'-1 9.856 28.839 Total(Pt) Route 10 3 206'-8 4 (See 0'-0 120 29.828 Route 11 Notes) 35'-3 -0.289 4 207'-4 , 97.62 4.2600 35'-3 0.002655 0.094 fE(8' 11), T(26'-4) 29.633 Total(Pt) Route 11 36 205'-4 44.33 3 (See 17'-S 120 29.756 Route 12 Notes) Flow(q)from Route 20 20'-2 0.002268 3fE(6'-9) 23 205'-4 44.33 3.2600 37'-7 0.085 ( ) k,©M.E.P.CAD, Inc. In AutoSPRINK®12 v12.1.1.0 N1 &2 Main Level Calc 10/21/2018 8:04:03AM Page 9 Job Name: Tigard High School Renovations Remote Area Number: N1 &2 Main Level Calc 3 Date: 10/21/2018 Pipe Information I Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (Foot) Length) (a) _�_ Fitting Pe Pf Friction Elev (Pe)) Fixed Pressure Losses,when Equiv. (Foot) Loss Per Unit Elev 2 Total Flow applicable,are added directly Node 2 Actual ID Length Total (Foot) (Q) (Foot) (psi) Friction(Pf) to(Pf)and shown as a (Foot) negative value. 23 205'-4 1 0'-7 120 29.841 '/Z Notes) P0(8'-0) 8'-0 -0.253 24 205'-11 15.07 1.6100 0.009573 8'-7 0.082 24 205'-11 11/2 (See 117'-6 120 29.671 Notes) 12-4' T(9'-11) E rs 0.007736 37 205'-11 15.07 1.6820 129'-10 1.005 LtE(2'-6) ) 37 205'-11 11/2 (See 0'-7 120 30.675 Notes) 2'-0 0.253 38 205'-4 15.07 1.6100 2'-7 0.009573 0.025 LtE(2' 0) 38 205'-4 1'/2 (See 0'-9 120 30.953 Notes) 8'-0 25 205'-4 ` 15.07 1.6100 8' 9 0.009573 0.084 P0(8'-0) -- .. 25 205'-4 29.26 4 (See 40'-0 120 31.037 Notes) Flow(q)from Route 14 62'-8 -39 205'-4 44.33 4.2600 0.000616 7fE(8' 11) 102'-8 0.063 31.100 Total(Pt) Route 12 40 199'-1 2 (See 4'-7120 34.729 Route 13 Notes ., P0(10'-0) 45'-0 53 199'-1 25.57 2.0670 49' 7 0.007539 0.374 2AngV(5'-0), T(10'-0), E(5'-0), P0(10'-0) 53 199'-1 4 (See 3'-0 120 35.103 Notes) 42'-2 1.318 65 196'-0k0; 25.57 4.2600 0.000223 BV(15' 10), P0(26'-4) 45'-2 0.010 1'-4 120 36.431 65 196'-0 6 6 196'-0 I 25.57 6.3570 0.000032 l'-4 0.000 36.431 Total(Pt) Route 13 1'-0 120 29.869 Route 14 26 205'-4 14.80 11/2 P0(8'-0), C(8'-0), Flow(q) 16'-0 -0.434 from Route 19 27 206'-4 14.80 1.6100 0.009254 17'-0 0.157 27 206'-4 1'/2 (See 118'-3 120 29.593 Notes LtE(2'-6) 4'-11 28 206'-4 0.007478 LtE 2 6 ,. I 14.80 1.6820 ( ) ` 123'-2 0.921 y,- ©M.E.P.CAD, Inc 45 AutoSPRINK®12 v12.1.1.0 N1 &2 Main Level Calc 10/21/2018 8:04:03AM Page 10 Job Name: Tigard High School Renovations Remote Area Number: N1 &2 Main Level Calc 3 Date: 10/21/2018 Pipe Information Flow added I Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID (Foot) Fitting/Device(Equivalent (Foot) Devices ._ - (q) Fitting Length) Pf Friction Elev Pe ( ) Fixed Pressure Losses,when Elev 2 ,k Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Foot Actual ID (Foot) Foot Friction(Pf) (Pf)and shown as a Length Total (Foot) (Q) (psi) to (Foot) negative value. 28 206'-4 1'/z (See 1'-0 120 30.514 Notes) ":fffjj • 8'-0 0.434 29 205'-4 14.80 1.6100 9'-0 0.009254 0.083 P0(8'-0) 13'-0 120 31.031 29 205'-4 4 229 205'-4 14.80 4.2600 0.000081 1i , 13'-0 0.001 229 205'-4 14.46 4 15'-0 120 31.032 Flow(q)from Route 15 25 205'-4 29.26 4.2600 0.000286 15'-0 0.004 31.037 Total(Pt) Route 14 230 205'-4 29.26 1'/z 0'-7 120 29.857 Route 15 P0(8'-0), C(8'-0), Flow(q) 16'-0 -0.253 from Route 21 54 205'-11 14.46 1.6100 0.008862 16'-7 0.147 54 205'-11 1% (See 118'-10 120 29.751 Notes) T(9'-11) 24'-9 0.253 229 205'-4 . 14.46 1.6820 0.007162 2LtE(2'-6), P0(9'-11) 143'-7 1.028 31.032 Total(Pt) Route 15 19 207'-8 11/2 11'-1 120 17.212 Route 16 20 207'-8 12.36 1.6820 0.005363 ,, , 11'-1 0.059 17.272 Total(Pt) Route 16 13 206'-8 1% 6'-8 120 14.634 Route 17 14 206'-8 i- 14.37 1.6820 - 0.007085 6'-8 0.047 14.681 Total(Pt) Route 17 16 206'-8 3 14'-9 120 19.393 Route 18 • 21 206'-8 9.44 3.2600 0.000130 14'-9 0.002 19.395 Total(Pt) Route 18 (See 14'-4 120 29.857 Route 19 230 205' 4 29.26 3 Notes Flow(q)from Route 21 26'-11 - 26 205'-4 14.80 3.2600 41'-3 0.000298 0.012 4fE(6'-9) 29.869 Total(Pt) Route 19 k,©M.E.P.CAD, Inc 45AutoSPRINK®12 v12.1.1.0 N1 &2 Main Level Calc 10/21/2018 8.04:03AM Page 11 Job Name: Tigard High School Renovations Remote Area Number: N1 &2 Main Level Calc 3 Date: 10/21/2018 Pipe Information 1 Flow added Length C Factor 1 Notes Elev 1 Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID Devices _ (Foot) Fitting/Device(Equivalent (Foot) (q) Length) Fitting Pf Friction Elev Pe ( ) Fixed Pressure Losses,when Equiv. (Foot) Loss Per Unit Elev 2 Total Flow — applicable,are added directly Node 2 Actual ID Length Total (psi) to(Pf)and shown as a (Foot) (Q) Friction(Pf) W<3 (Foot) (Foot) negative value. 50 205'-4 4 (See 81'-8 120 29.673 Route 20 Notes) 52'-11 36 205'-4 44.33 4.2600 0.000616 4fE(8'-11),fT(17'-1) 134'-8 0.083 29.756 Total(Pt) Route 20 23 205'-4 3 15'-0 120 29.841 Route 21 230 205'-4 29.26 3.2600 — 0.001051 - 15'-0 0.016 29.857 Total(Pt) Route 21 /,©M.E.P.CAD, Inc. 11AutoSPRINK®12 v12.1.1.0 N1 &2 Main Level Calc 10/21/2018 8:04.03AM Page 12 Job Name: Tigard High School Renovations Remote Area Number: N1 &2 Main Level Calc 3 Date: 10/21/2018 1446441,',61.. 0 4ength 'of Vgman4 FIftings(C=1"26 only « r-1 ftiptier I 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 Fitts "+ 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 450 Elbow Eel 111/4° Elbow Ee2 22'/2° Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic 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 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 �N ©M.E.P.CAD, Inc. In AutoSPRINK®12 v12.1.1 0 N1 &2 Main Level Calc 10/21/2018 8:04:03AM Page 13 Hydraulic Graph Job Name: Tigard High School Renovations N 1.85 Remote Area Number: N1 &2 Main Level Calc 3 Date: 10/21/2018 100 _ Water Supply Summary Sheet 90--:Static Pressure resse$$s 000 Node: 10 40• 1753.00 @ 86.000 80 70 _ 60 .1 ti - �' 50 - 208.72 @ 46.041 ri _ 458.72 with Hose Allowance at Source 40 _ 30 stem demand curve 20 __ 10 0 -11u 111111111 111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 L 1 1 1 1 1 L I 1 1 1 1 1 I l 1 1 1 1 1 1 1 1 1 I I I I I I t 1 1 1 1 1 t 1 1 1 1 1 0350 700 1050 1400 1750 2100 2450 2800 3150 3500 Flow-gpm L,©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 10/21/2018 8:04:21AM Page 1 Hydraulic Calculations for Project Name: Tigard High School Renovations Location: 9000 SW Duram Rd., Tigard, Oregon, Drawing Name: All Levels Imported from Revit 7-21-18.cad Calculation Date: 10/23/2018 Design Remote Area Number: N1 &2 Main Level Remote Proof Calc-4 Occupancy Classification: Light Hazard Density: 0.100gpm/ft2 Area of Application: 929.00ft2 (Actual 995.15ft2) Coverage per Sprinkler: 196.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 8 Type of System: Wet Volume of Dry or PreAction System: N/A In-rack Demand: N/A gpm at Node: N/A Hose Streams: 250.00 at Node: 10 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 10: 412.92@44.976 Water Supply Information: Name of Contractor:McKinstry Co. Address: 16790 NE Mason St Suite 100, Portland, Oregon Phone Number: Name of designer: Dana Thompson Authority Having Jurisdiction Notes: Automatic peaking results Left: 44.976 Right: 44.976 cQ.ew 1 N EF,Q 3%3 am Sq.F,7PE ,- t3rPg:' ��1/1D.C'' ll 1 EXPIRES 31-18 kA©© M.E.P.CAD, Inc. IlAutoSPRINK® 12 v12.1.1.0 N1 &2 Main LE 10/23/2018 9:59:43AM Page 1 Job Name: Tigard High School Renovations Remote Area Number: N1 & 2 Main Level Remote Proof Calc Date: 10/23/2018 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) @@ (gpm) (psi) (gpm) (psi) 10 Water Supply 89.000 86.000 1753.00 88.793 412.92 44.976 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 10 189'-7 Supply —44.976 162.92 401 204'-0 Sprinkler 12.250 19.60 402 204'-0 Sprinkler 12.361 19.69 403 204'-0 Sprinkler 12.494 19.79 404 204'-0 Sprinkler 12.602 19.88 405 203'-1 Sprinkler 13.039 20.22 406 203'-1 Sprinkler 13.230 20.37 407 203'-1 Sprinkler 13.251 20.39 408 207'-10 Sprinkler 16.847 22.99 2 207'-8 29.137 3 206'-8 30.023 4 207'-4 29.785 6 196'-0 35.834 7 194'-6 36.583 8 189'-7 38.746 9 189'-7 39.066 16 206'-8 29.562 21 206'-8 29.562 22 206'-8 29.563 ,©M.E.P.CAD, Inc. 45 AutoSPRINK®12 v12.1.1 10/23/2018 9:59:55AM Page 3 Job Name: Tigard High School Renovations Remote.Area Number: N1 & 2 Main Level Remote Proof Calc Date: 10/23/2018 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 23 205'-4 29.699 24 205'-11 29.530 25 205'-4 30.913 26 205'-4 29.728 27 206'-4 29.454 28 206'-4 30.390 29 205'-4 30.908 30 205'-4 19.193 31 205'-4 20.016 32 205'-4 20.032 33 205'-4 20.331 34 205'-4 26.756 35 205'-4 26.845 36 205'-4 26.997 37 205'-4 29.572 38 205'-11 30.550 39 205'-4 30.828 40 205'-4 30.977 41 199'-1 34.272 42 205'-4 18.988 43 205'-4 19.576 44 205'-4 20.367 45 206'-1 20.050 ,©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1 10/23/2018 9:59:55AM Page 4 Job Name: Tigard High School Renovations Remote Area Number: N1 & 2 Main Level Remote Proof Calc Date: 10/23/2018 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 46 205'-4 20.577 47 205'-4 26.737 48 205'-10 19.160 49 205'-4 20.365 50 205'-4 20.374 51 205'-4 20.398 52 206'-3 26.190 53 205'-4 20.407 54 205'-4 30.017 65 196'-0 35.834 124 207'-8 29.109 125 207'-8 29.287 229 205'-4 30.909 230 205'-4 29.715 271 199'-1 34.509 272 205'-11 29.612 273 207'-6 29.200 1142 203'-8 32.242 LM,©M.E.P.CAD, Inc. dAutoSPRINK® 12 v12.1.1 10/23/2018 9:59:55AM Page 5 Job Name: Tigard High School Renovations Remote Area Number: N1 &2 Main Level Remote Proof Calc-4 Date: 10/23/2018 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 Len th) (q) Fitting Pf Friction Elev(Pe) Fixed Pressure gLosses,when 114 Elev 2 ?,.. Total Flow Egwv. (Foot) Loss Per Unit applicable,are added directly Node 2Actual ID Length Total ctP Friion (Pf) (Foot) (Q) (Foot) Foot (psi) ( f) to and shown as a (Foot) negative value. 401 204'-0 5.6 19.60 1 (See 0'-0 120 12.250 Route 1 Notes) Sprinkler, 60'-0 -0.578 30 205'-4 19.60 1.0490 60'-0 0.125357 7.521 P0(5'-0),fd(55'-0) " 30 205'-4 19.69 11/2 (See 8'-2 120 19.193 Notes) Flow(q)from Route 2 9'-11 0.045527 ` 31 205'-4 ' 39.29 1.6820 18' 1 0.822 T(9'-11) 31 205'-4 1'/2 (See 2'-5 120 20.016 Notes) T(9'-11) 9'-11 0.001351 32 205'-4 5.87 1.6820 t:. 12'-4 0.017 . 32 205'-4 20.22 1'/2 14'-0 120 20.032 Flow(q)from Route 5 - 33 205'-4 n 26.09 1.6820 0.021348 %4 A ' 14'-0 0.299 33 205'-4 20.37 11/2 (See 83'-8 120 20.331 Notes) Flow(q)from Route 6 19'-10 34 205'-4 _ 46.46 1.6820 103'-6 0.062081 6.425 4LtE(2'-6), P0(9'-11) /441t34 205'-4 41.93 3 10'-11 120 26.756 Flow(q)from Route 3 35 205'-4 '' 88.39 3.2600 - 0.008130 10'-11 0.089 35 205'-4 39.31 3 9'-6 120 26.845 Flow(q)from Route 8 36 205'-4 127.70 3.2600 0.016060 9'-6 0.152 36 205'-4 35.22 3 (See 61'-10 120 26.997 Notes) Flow(q)from Route 7 40'-4 37 205'-4 r 162.92 3.2600 0.025203 6fE(6'-9) 102'-2 2.575 37 205'-4 3 (See 17'-5 120 29.572 Notes) fT(17'-6) 37-8 - 0.002304 23 205'-4 44.70 3.2600 55' 1 0.127 3fE(6'-9) 23 205'-4 11/2 (See 0'-7 120 29.699 Notes) 8'-0 -0.253 PO(8'-0) 0.009724 24205'-11 ? 15.20 1.6100 8'-7 0.083 24 205'-11 1'/2 (See 117'-6 120 29.530 Notes) T(9'-11) 12'-4 38 205'-11 15.20 1.6820 0.007858 LtE(2'-6) 129'-10 1.020 k,©M.E.P.CAD, Inc di AutoSPRINK®12 v12.1.1.0 N1 &2 Main Level Ren 10/23/2018 10:00:02AM Page 6 Job Name: Tigard High School Renovations Remote Area Number: N1 &2 Main Level Remote Proof Calc-4 Date: 10/23/2018 Pipe Information Flow added I Length C Factor I 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,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 °` Actual ID Length Total (psi) to(Pf)and shown as a (Foot) (Q) (Foot) (Foot) Friction(Pf) negative value. 38 205'-11 1'/2 (See 0'-7 120 30.550 Notes) 2'-0 0.253 39 205'-4 15.20 1.6100 2'-7 0.009724 0.025 LtE(2'-0) 39 205'-4 11/2 (See 0'-9 120 30.828 Notes) 8'-0 25 205'-4 ',(°$015.20 1.6100 8'-9 0.009724 0.085 P0(8'-0) 25 205'-4 29.50 4 (See 40'-0 120 30.913 Notes) Flow(q)from Route 13 62'-8 40 205'-4 ' 44.70 4.2600 0.000626 7fE(8'-11) 102'-8 0.064 40 205'-4 118.22 4 (See 31'-3 120 30.977 Notes) Flow(q)from Route 9 47'-11 0.723 1142 203'-8 162.92 4.2600 79 2 0.006849 0.542 3fE(8'-11),fT(21'-1) 4'-7 120 32.242 1142 203'-8 4 1.998 41 199' 1 1.‘, 0.006849 162.92 4.2600 0.006849 4'-7 0.032 41 199'-1 4 (See 3'-0 120 34.272 Notes) 42'-2 1.318 6 196'-0 0.005378 - 142.96 4.2600 45'-2 0.243 BV(15'-10), P0(26'-4) 6 196'-0 19.96 6 (See 35'-6 120 35.834 Notes) Flow(q)from Route 12 59'-1 0.657 7 194'-6 162.92 6.3570 94'-7 0.000975 0.092 4fE(12'-7), Ee2(8'-10) 7 194'-6 6 (See 12'-0 120 36.583 Notes) 9,-0 2.137 8 189'-7 162.92 6.0650 21'-0 0.001226 0.026 LtE(9'-0) -,, 8 189'-7 6 (See 345'-8 150 38.746 Notes) 57'-0 9 189'-7 162.92 6.0900 0.000795 EE(10'-9),T(46'-3) 402'-8 0.320 9 189'-7 8 (See 282'-10 150 39.066 Notes) 33'-2 10 189'-7 162.92 7.9800 0.000213 2EE(13'-7), BFP(-5.842), 316'-1 5.910 GV(6'-0), S 250.00 44.976 Hose Allowance At Source 10412.92 Total(Pt) Route 1 k,©M.E.P.CAD, Inc. I AutoSPRINK®12 v12.1.1.0 N1 &2 Main Level Ren 10/23/2018 10:00.02AM Page 7 Job Name: Tigard High School Renovations Remote Area Number: N1 &2 Main Level Remote Proof Calc-4 Date: 10/23/2018 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) Length) Fitting Pf Friction Elev Pe ( ) Fixed Pressure Losses,when Total Flow Equiv. (Foot) Loss Per Unit _ applicable,are added directly Node 2 Elev 2 \ Actual ID Length Total (psi) to(Pf)and shown as a (Foot) iT (Q) (Foot) (Foot) Friction(Pf) r negative value. 402 204'-0 5.6 19.69 1 (See 0'-0 120 12.361 Route 2 Notes) Sprinkler, _.,. :< 57'-0 -0.578 42 205'-4 19.69 1.0490 0.126405 - E(2'-0), fd(55'-0) 57'-0 7.205 42 205'-4 11/2 (See 11'-3 120 18.988 Notes) 4' 11 ,�.� 19.69 1.6820 0.012681 2LtE(2'-6) 30 205'-4 16' 3 0.206 19.193 Total(Pt) Route 2 403 204'-0 5.6 19.79 1 (See 0'-0 120 12.494 Route 3 Notes) Sprinkler, 60'-0 -0.578 43 205'-4 19.79 1.0490 60'-0 0.127666 - 7.660 P0(5'-0),fd(55' 0) 43 205'-4 19.88 1 (See7'-2 120 19.576 '/Z Notes) Flow(q)from Route 4 9'-11 44 205'-4 39.67 1.6820 17'-1 0.046357 0.791 P0(9'-11) 44 205'-4 21/2 (See 15'-3 120 20.367 Notes) 11'-10 -0.325 45 206'-1 %f�' 8.51 2.6350 0.000302 2fE(5'-11) 27'-1 0.008 45 206'-1 33.42 21/2 (See 11'-5 120 20.050 Notes) Flow(q)from Route 19 23'-7 0.325 46 205'-4 /° 41.93 2.6350 35'-1 0.005769 0 202 4fE(5'-11) 46 205'-4 11/2 (See 100'-2 120 20.577 Notes P0(9'-11) 19'-10 47 205'-4 41.93 1.6820 0.051350 P0(9'-11) 119'-11 6.159 9'-8 120 26.737 47 205'-4 3 34 205'-4 / 41.93 3.2600 0.002046 9'-8 0.020 26.756 Total(Pt) Route 3 404 204'-0 5.6 19.88 1 (See 0'-0 120 12.602 Route 4 Notes) Sprinkler, 57'-0 -0.777 48 205'-10 19.88 1.0490 57'-0 0.128684 7.335 E(2'-0), fd(55' 0) 48 205-10 1'/2 (See 11'-11 120 19.160 Notes) 4'-11 0.199 e 0.012910 2LtE 2 6 43 205'-4 19.88 1.6820 16'-10 0.217 ( ) 19.576 Total(Pt) Route 4 ,,©M.E.P.CAD, Inc. lin AutoSPRINK®12 v12.1.1.0 N1 &2 Main Level Ren 10/23/2018 10:00:02AM Page 8 Job Name: Tigard High School Renovations Remote Area Number: N1 &2 Main Level Remote Proof Calc-4 Date: 10/23/2018 Pipe Information Flow added - Length C Factor Notes Elev 1 'Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (Foot) (q) Fitting Length) Pf Friction Elev Pe ( ) Fixed Pressure Losses,when Elev 2 • Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Total (Foot) (Q) (Foot) Foot (psi) Friction(Pf) to(Pf)and shown as a (Foot) negative value. 405 203'-1 5.6 20.22 1 (See 0'-0 120 13.039 Route 5 Notes) Sprinkler, 60'-0 -0.975 32 205'-4 20.22 1.0490 0.132810 P0(5'-0),fd(55'-0) 60'-0 7.969 20.032 Total(Pt) Route 5 406 203'-1 5.6 20.37 1 (See 0'-0 120 13.230 Route 6 Notes) Sprinkler, 60'-0 -0.975 33 205'-4 20.37 1.0490 0.134608 P0(5'-0),fd(55'-0) 60'-0 8.076 20.331 Total(Pt) Route 6 407 203'-1 5.6 20.39 1 (See 0'-0 120 13.251 Route 7 Notes) Sprinkler, 60'-0 -0.975 49 205'-4 20.39 1.0490 60'-0 0.134809 8.089 - P0(5'-0),fd(55'-0) 49 205'-4 11/2 (See 3'-5 120 20.365 Notes) 9'-11 50 205'-4 4.06 1.6820 13'-4 0.000682 0.009 P0(9'-11) 50 205'4 31.16 2'/2 5'-9 120 20.374 Flow(q)from Route 21 51 205'-4 35.22 2.6350 0.004179 5'-9 0.024 51 205'-4 1'h (See 107'-0 120 20.398 Notes) P0(9'-11) 59'-5 -0.397 52 206'-3 35.22 1.6820 0.037195 20LtE(2° 6) 166'-5 6.189 52 206'-3 11/2 (See 0,-11 120 26.190 Notes) 8'-0 0.397 36 205'-4 35.22 1.6100 8' 11 0.046027 0.410 P0(8'-0) 26.997 Total(Pt) Route 7 408 207'-10 5.6 22.99 1 (See 5'-9 120 16.847 Route 8 Notes) Sprinkler, 9'-0 1.076 53 205'-4 22.99 1.0490 0.168329 2E(2'-0), P0(5'-0) 14'-9 2.484 53 205'-4 16.33 1'/2 (See 101'-8 120 20.407 Notes) Flow(q)from Route 16 39'-7 -0.000 35 205'-4 39.31 1.6820 0.045581 12LtE(2'-6), P0(9'-11) sr 141'-3 6.438 26.845 Total(Pt) Route 8 (1,_,\ ©M.E.P.CAD, Inc. dl AutoSPRINK®12 v12.1.1.0 N1 &2 Main Level Ren 10/23/2018 10:00:02AM Page 9 Job Name: Tigard High School Renovations Remote Area Number: N1 &2 Main Level Remote Proof Calc-4 Date: 10/23/2018 Pipe Information Flow added Length C Factor I Notes Total(Pt) Elev 1 Fittings& Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) _ Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses,when Equiv. (Foot) Loss Per Unit Elev 2 Total Flow applicable,are added directly Node 2 t• Actual ID Length Total (psi) Friction(Pf) (Pf)toand shown as a (Foot) N (Q) (Foot) (Foot) negative value. 3 206'-8 118.22 4 (See 0'-8 120 30.023 Route 9 Notes) fE(8'-11),T(26'-4), Flow(q) 70'-7 -0.289 from Route 11 4 207'-4 48.02 4.2600 0.000715 fE(8'-11),T(26'-4) 71'-3 0.051 4 207'-4 70.20 4 (See 29'-3 120 29.785 Notes) Flow(q)from Route 10 O% 56'-11 0.867 40 205'-4 118.22 4.2600 86' 2 0.003784 0.326 4fE(8'-11),fT(21'-1) 30.977 Total(Pt) Route 9 3 206'-8 118.22 4 (See 0'-0 120 30.023 Route 10 Notes) Flow(q)from Route 11 35'-3 -0.289 4 207'-4 70.20 4.2600 35' 3 0.001443 0.051 fE(8'-11),T(26'-4) 29.785 Total(Pt) Route 10 37 205'-4 4 (See 81'-8 120 29.572 Route 11 Notes) 35'-10 54 205'-4 118.22 4.2600 0.003784 4fE(8'-11) 117'-6 0.445 54 205'-4 4 (See 11'-3 120 30.017 Notes) 17'-11 -1.012 124 207'-8 113.98 4.2600 29' 2 0.003537 0.103 2fE(8'-11) 8'-1 120 29.109 124 207'-8 4 2 207'-8 112.64 4.2600 0.003460 8'-1 0.028 2 207'-8 0.84 4 (See 25'-0 120 29.137 Notes) Flow(q)from Route 22 17'-11 125 207'-8 113.47 4.2600 0.003507 2fE(8'-11) 42'-11 0.150 125 207'-8 4.75 4 (See 21'-4 120 29.287 Notes) Flow(q)from Route 15 58'-6 0.434 3 206'-8 118.22 4.2600 0.003784 - 3fE(8'-11), Ee2(5'-3), T(26'-4) 79'-10 0.302 30.023 Total(Pt) Route 11 41 199'-1 2 (See 4'-7 120 34.272 Route 12 Notes) PO(10'-0) 45'-0 271 199'-1 19.96 2.0670 49' 7 0.004767 0.237 2AngV(5'-0), T(10'-0), E(5'-0), P0(10'-0) 271 199'-1 4 (See 3'-0 120 34.509 Notes) 42'-2 1.318 0.000141 65 196'-0 19.96 4.2600 45'-2 0.006 BV(15' 10), PO(26' 4) (i ©M.E.P.CAD, Inc dl AutoSPRINK®12 v12.1.1.0 N1 &2 Main Level Ren 10/23/2018 10:00:02AM Page 10 Job Name: Tigard High School Renovations Remote Area Number: N1 &2 Main Level Remote Proof Calc-4 Date: 10/23/2018 Pipe Information Flow added Length C Factor Notes Elev'I 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,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 (Foot) (Q) Actual ID Length TotalFriction(Pf)(Foot) Foot (psi) to(Pf)and shown as a (Foot) negative value. 1°-4 120 35.834 65 196'-0 6 6 196'-0 19.96 6.3570 0.000020 'k ... ,, 1'4 0.000 35.834 Total(Pt) Route 12 26 205' 4 14.92 1'/2 1'-0 120 29.728 Route 13 P0(8'-0), C(8'-0), Flow(q) 16'-0 -0.434 from Route 18 27 206'-4 °' 14.92 1.6100 0.009400 - 17'-0 0.160 27 206'-4 1'/2 (See 118'-3 120 29.454 Notes LtE(2'-6) 4'-11 28 206'-4 14.92 1.6820 0.007596 LtE(2'-6) 123'-2 0.936 28 206'-4 1'/2 (See 1'-0 120 30.390 Notes) 8'-0 0.434 29 205'-4 41''', 14.92 1.6100 9' 0 0.009400 0.085 P0(8°-0) 13'-0 120 30.908 29 205'-4 4 229 205'-4 14.92 4.2600 0.000082 - 13'-0 0.001 229 205'-4 14.58 4 15'-0 120 30.909 Flow(q)from Route 14 25 205'-4 29.50 4.2600 0.000290 15'-0 0.004 30.913 Total(Pt) Route 13 230 205'-4 29.50 1% 0'-7 120 29.715 Route 14 P0(8'-0), C(8'-0), Flow(q) 116'-0 -0.253 from Route 23 272 205'-11 V 14.58 1.6100 0.009002 16'-7 0.149 272 205'-11 1'/2 (See 118'-10 120 29.612 T(9'-11) Notes) 24'-9 0.253 229 205' 4 14.58 1.6820 0.007275 2LtE(2'-6), P0(9'-11) 143'-7 1.044 30.909 Total(Pt) Route 14 273 207'-6 4.24 3 (See 11'-9 120 29.200 Route 15 Notes) Flow(q)from Route 20 13'-5 0.361 16 206'-8 4.24 3.2600 25'-2 0.000029 0.001 2fE(6'-9) 16 206'-8 1.35 3 14'-9 120 29.562 Flow(q)from Route 17 21 206'-8 5.58 3.2600 0.000049 - 14'-9 0.001 ,©M E.P.CAD, Inc. VjAutoSPRINK®12 v12.1.1.0 N1 &2 Main Level Ren 10/23/2018 10:00:02AM Page 11 Job Name: Tigard High School Renovations Remote Area Number: N1 &2 Main Level Remote Proof Calc-4 Date: 10/23/2018 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 Len th) (q) Fitting Pf Friction Elev(Pe) Fixed Pressure gLosses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Total (psi) and shown as a (Foot) (Q) Friction(Pf) to(Pf)) (Foot) (Foot) negative value. 9'-5 120 29.562 21 206'-8 3 bqI r qn` 0.000036 22 206'-8 '/ �� 4.75 3.2600 9.5 0.000 22 206'-8 11/2 (Stee es 135'-11 120 29.563 P0(9'-11) 37'-1 -0.434 125 207'-8 4.75 1.6820 0.000912 7LtE(2'-6), P0(9'-11) 173'-1 0.158 29.287 Total(Pt) Route 15 49 205'-4 11/2 4'-8 120 20.365 Route 16 0.000 53 205'-4 16.33 1.6820 0.008971 4'-8 0.042 20.407 Total(Pt) Route 16 (See157-5 120 29.109 Route 17 124 207' 8 1'/2 P0(9'-11) Notes) 61'-10 0.434 16 206'-8 1.35 1.6820 0.000089 13LtE(2'-6),T(9'-11), P0(9'-11) 219'-3 0.020 29.562 Total(Pt) Route 17 230 205'-4 29.50 3 (See 14'-4 120 29.715 Route 18 Notes) Flow(q)from Route 23 26'-11 26 205'-4 14.92 3.2600 41'-3 0.000303 0.012 4fE(6'-9) 29.728 Total(Pt) Route 18 31 205'-4 1'/2 (See 0'-9 120 20.016 Route 19 Notes) 9'-11 -0.325 45 206'-1 33.42 1.6820 10' 8 0.033752 0.359 P0(9`-11) 20.050 Total(Pt) Route 19 54 205'-4 11/2 (See 137-9 120 30.017 Route 20 Notes) P0(9'-11) 27'-3 -0.939 273 207'-6 4.24 1.6820 0.000739 3LtE(2'-6), P0(9'-11) 165'-0 0.122 29.200 Total(Pt) Route 20 44 205'-4 21/2 2'-0 120 20.367 Route 21 50 205'-4 31.16 2.6350 0.003332 2'-0 0.007 20.374 Total(Pt) Route 21 ,0 M.E.P.CAD, Inc. MAutoSPRINK®12 v12.1.1.0 N1 &2 Main Level Ren 10/23/2018 10:00:02AM Page 12 Job Name: Tigard High School Renovations Remote Area Number: N1 &2 Main Level Remote Proof Calc-4 Date: 10/23/2018 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) this step Node 1 (Foot) K-Factor Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Total (psi) to(Pf)and shown as a (Foot) - (Q) (Foot) (Foot) Friction(Pf) negative value. Route 22 156'-0 120 29.562 21 206'-8 1% (See P0(9'-11) Notes) 54'-5 -0.434 0.000037 0.008 2 207'-8 210' 0.84 1.6820 - 14LtE(2' 6), P0(9.-11) 6 29.137 Total(Pt) Route 22 23 205'-4 3 15'-0 120 29.699 Route 23 230 205'-4 29.50 3.2600 0.001068 - 15'-0 0.016 29.715 Total(Pt) Route 23 i/,,©M.E.P.CAD, Inc. irin AutoSPRINK®12 v12.1.1.0 N1 &2 Main Level Ren 10/23/2018 10:00:02AM Page 13 Job Name: Tigard High School Renovations Remote Area Number: N1 &2 Main Level Remote Proof Calc-4 Date: 10/23/2018 Equivalent Pipe L e1 hs at Vatues and Fittings(C-120 only) Value_Multiplier I Actual Inside Diameter 4.87 Value Of C 100 130 140 150 =Facto' Schedule 40 Steel Pipe Inside Diameter MultiplyinfFactor 0./13 1.16 1.33 1.51 Fitt€ngsLegend ;.. ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111/4° Elbow Ee2 221/2° Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic 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 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. + AutoSPRINK®12 v12.1.1.0 N1 &2 Main Level Ren 10/23/2018 10:00:02AM Page 14 Hydraulic Graph Job Name: Tigard High School Renovations N 1.85 Remote Area Number: N1 &2 Main Level Remote Proof Date: 10/23/2018 Calc-4 100 Water Supply Available Supply Summary Sheet 90-Static Pressure 89.000 — Node: 10 x'412.92 @ 88.793 1753.00 @ 86.000 80 70 60 O - 0. L'• 50 162.92@44.976 o- 412.92 with Hose Allowance at Source 40 30 1 :System demand curve 20 10 01VWltflillli Ililll 1 1 1 l l l f l i t i l i l l l l l l l i 1 1 I II i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I 1 1 I I I l 1 1 I I I 0350 700 1050 1400 1750 2100 2450 2800 3150 3500 Flow-gpm &©M.E.P.CAD, Inc. 413AutoSPRINK® 12 v12.1.1.0 10/23/2018 9:59:49AM Page 2 Hydraulic Calculations for Project Name: Tigard High School Renovations Location: 9000 SW Duram Rd., Tigard, Oregon, Drawing Name: All Levels Imported from Revit 7-21-18.cad Calculation Date: 10/21/2018 Design Remote Area Number: N1&2 Upper Level - Calc- 1 Occupancy Classification: Light Hazard Density: 0.100gpm/ft2 Area of Application: 929.00ft2 (Actual 1223.05ft2) Coverage per Sprinkler: 196.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 9 Type of System: Wet Volume of Dry or PreAction System: N/A In-rack Demand: N/A gpm at Node: N/A Hose Streams: 250.00 at Node: 10 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 10: 479.37 @ 62.470 Water Supply Information: Name of Contractor:McKinstry Co. Address: 16790 NE Mason St Suite 100, Portland, Oregon Phone Number: Name of designer: Dana Thompson Authority Having Jurisdiction Notes: Automatic peaking results Left: 62.470 Right: 62.470 ases7Pr yl- -T 4-1/ND.c'? ' EXPIRCS 12-3' 18. M M.E.P.CAD, Inc. 1,1 AutoSPRINK® 12 v12.1.1.0 N1&2 Upper LE 10/21/2018 7:57:20AM Page 1 Job Name: Tigard High School Renovations Remote Area Number: N1&2 Upper Level - Calc - 1 Date: 10/21/2018 Supply l Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) @ (gpm) (psi) (gpm) (psi) 10 Water Supply 89.000 86.000 1753.00 88.728 479.37 62.470 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 10 189'-7 Supply 62.470 229.37 232 219'-6 Sprinkler 26.800 28.99 233 219'-6 Sprinkler 26.807 28.99 234 219'-0 Sprinkler 18.808 24.29 235 219'-0 Sprinkler 18.815 24.29 236 219'-0 Sprinkler 18.905 24.35 237 219'-0 Sprinkler 19.188 24.53 238 217'-2 Sprinkler 19.329 24.62 239 217'-2 Sprinkler 19.338 24.63 240 217'-2 Sprinkler 19.426 24.68 6 196'-0 52.668 7 194'-6 53.499 8 189'-7 55.685 9 189'-7 56.287 40 199'-1 51.338 53 199'-1 50.891 55 219'-6 28.129 56 220'-3 29.903 57 220'-3 29.903 L,©M.E.P.CAD, Inc. M AutoSPRINK®12 v12.1.1 10/21/2018 7:57:39AM Page 3 Job Name: Tigard High School Renovations Remote Area Number: N1&2 Upper Level - Calc - 1 Date: 10/21/2018 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 58 221'-9 29.358 59 221-9 29.405 60 221'-8 36.254 61 220'-2 37.036 62 220'-2 37.053 63 219'-3 37.626 64 203'-8 48.833 65 196'-0 52.666 66 219'-6 28.136 67 220'-3 29.912 68 221'-5 28.931 69 221'-5 29.081 70 221'-5 36.112 71 221'-5 28.942 72 221'-5 29.101 73 220'-3 29.906 74 221'-5 28.954 75 221'-5 29.103 76 221'-5 28.966 77 221'-8 36.386 78 219'-4 37.420 79 219'-4 37.424 80 219'-11 37.226 ,©M.E.P.CAD, Inc. 11AutoSPRINK®12 v12.1.1 10/21/2018 7:57:39AM Page 4 Job Name: Tigard High School Renovations Remote Area Number: N1&2 Upper Level - Calc - 1 Date: 10/21/2018 INode Number Elevation(Foot) I Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 81 219'-11 37.232 82 219'-11 37.241 83 219'-11 37.247 84 219'-11 37.236 85 219'-11 37.236 86 219'-11 37.237 87 221'-1 36.721 88 221'-2 36.696 89 219'-11 37.237 90 220'-8 36.897 91 220'-11 36.817 92 221'-9 36.450 93 221'-5 36.570 94 221-5 36.574 95 221'-5 36.469 96 221'-9 36.436 99 219'-3 37.670 100 219'-11 37.589 101 219'-11 37.672 102 205'-0 45.221 103 205'-0 45.394 106 220'-4 37.006 107 221'-5 36.102 M.E.P.CAD, Inc. MAutoSPRINK®12 v12.1.1 10/21/2018 7:57:39AM Page 5 Job Name: Tigard High School Renovations Remote Area Number: N1&2 Upper Level - Calc - 1 Date: 10/21/2018 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 108 217'-11 38.094 109 217'-11 38.107 110 219'-4 37.421 111 219'-4 37.421 112 220`-2 37.049 113 221'-6 36.551 114 221'-0 36.770 115 221'-0 36.772 116 220'-3 29.940 117 220'-11 30.606 118 220'-11 36.527 119 221-5 29.131 120 221'-6 36.497 121 220'-9 36.905 122 221'-5 36.449 123 220'-9 30.718 231 220'-5 30.866 &©M.E.P.CAD, AutoSPRINK® 12 v12.1.1 10/21/2018 7:57:39AM Page 6 Job Name: Tigard High School Renovations Remote Area Number: N1&2 Upper Level- Calc- 1 Date: 10/21/2018 Pipe Information Elev+� Flow added Fittings& Length C Factor lotal(Pt) Notes Node 1 K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (Foot) (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit - applicable,are added directly Node 2Actual ID Length Total (Foot) (Q) (Foot) (psi) Friction(Pf) to(Pf)and shown as a (Foot) negative value. 232 219'-6 5.6 28.99 1 (See 3'-8 100 26.800 Route 1 Notes) Sprinkler 55 219'-6 28.99 1.0490 0.362355 3'-8 1.329 55 219'-6 1 (See 1'-2 120 28.129 Notes) 7'-0 -0.327 56 220'-3 28.99 1.0490 8' 2 0.258612 2.101 E(2'-0), P0(5'-0) 0'-5 120 29.903 56 220'-3 3 - 57 220'-3 14.92 3.2600 0 0.000302 '-5 0.000 57 220'-3 11/21'-5 120 29.903 Notes) PO(9'-11) 9'-11 -0.632 - 58 221'-9 F; 14.92 1.6820 0.007591 11'-4 0.086 58 221'-9 1'/2 (See 3'-8 120 29.358 LtE2 6 Notes) 2'-6 0.000 59 221'-9 14.92 1.6820 0.007591 6'-2 0.047 59 221'-9 24.53 1'/2 (See 129'4 120 29.405 Notes) Flow(q)from Route 6 19'-10 0.008 60 221'-8 39.45 1.6820 0.045872 4LtE(2'-6),T(9'-11) 149'-2 6.841 60 221'-8 1'/z (See 1'-6 120 36.254 Notes) 2'-6 0.645 61 220'-2 33.96 1.6820 4' 0 0.034759 0.138 LtE(2'-6) 11/20'-4 120 37.036 61 220'-2 1 112 220'-2 33.96 1.68200.034759 0'-4 0.012 11'-4 120 37.049 112 220'-2 4 62 220'-2 33.96 4.2600 0.000376 11-4 0.004 62 220'-2 34.54 4 (See 11'-11 120 37.053 Notes) Flow(q)from Route 3 26'-10 0.988 108 217'-11 68.50 4.2600 38' 9 0.001379 0.053 3fE(8'-11) 108 217'-11 34.48 4 4'-4 120 38.094 Flow(q)from Route 7 109 217'-11 *, 102.97 4.2600 0.002931 4'-4 0.013 /,,©M.E.P.CAD, Inc in AutoSPRINK®12 v12.1.1.0 N1&2 Upper Level-Cs 10/21/2018 7:57:43AM Page 7 Job Name: Tigard High School Renovations Remote Area Number: N1&2 Upper Level- Calc- 1 Date: 10/21/2018 Pipe Information Elev 1 Flow added 1 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) Fixed Pressure Losses,when Elev 2 Equiv. (Foot) Loss Per Unit Total Flow applicable,are added directly Node 2 j% Actual ID Length Total (Foot) (Q) (Foot) Foot (psi) Friction(Pf) to(Pf)and shown as a (Foot) negative value. 109 217'-11 3.44 4 (See 5'-2 120 38.107 Notes) Flow(q)from Route 20 30'-0 -0.591 63 219'-3 106.42 4.2600 35'-2 0.003114 0.110 fE(8'-11), fT(21'-6) 63 219'-3 21.11 4 10'-1 120 37.626 Flow(q)from Route 13 99 219'-3 ' 127.53 4.2600 0.004353 44 10'-1 0.044 99 219'-3 35.96 4 (See 12'-3 120 37.670 Notes) Flow(q)from Route 2 17'-11 -0.289 100 219'-11 163.49 4.2600 30'-2 0.006893 0.208 2fE(8'-11) 100 219'-11 32.13 4 8'-8 120 37.589 Flow(q)from Route 26 101 219'-11 195.62 4.2600 0.009606 8'-8 0.083 101 219'-11 33.75 4 (See 20'-6 120 37.672 Notes) Flow(q)from Route 29 62'-2 6.482 102 205'-0 229.37 4.2600 82'-8 0.012895 1.066 4fE(8'-11),Z, T(26'-4) 102 205'-0 4 (See 0'-8 120 45.221 Notes) fE(8'-11),T(26'-4) 70'-7 0.002436 fE(8' 11),T(26'-4) 6n _., 103 205'-0 93.18 4.2600 71'-3 0.173 103 205'-0 136.19 4 (See 78'-7 120 45.394 Notes) Flow(q)from Route 10 143'-3 0.578 64 203'-8I4', 229.37 4.2600 0.012895 16fE(8'-11) 221'-10 2.860 4'-7 120 48.833 64 203'-8 4 1.998 53 199'-1 229.37 4.2600 0.012895 4'-7 0.059 53 199'-1 4 (See 3'-0 120 50.891 Notes) t, z i 42'-2 1.318 65 196'-0 201.21 4.2600 45'-2 0.010120 0.457 - BV(15'-10), P0(26'-4) 1'-4 120 52.666 65 196'-0 6 6 196'-0 201.21 6.3570 0.001441 1'-4 0.002 6 196'-0 28.16 6 (See 35'-6 120 52.668 Notes) Flow(q)from Route 11 59'-1 0.657 0.001836 7 194'-6 229.37 6.3570 94'-7 0.174 4fE(12' 7), Ee2(8' 10) k,©M.E.P.CAD, Inc. 411AutoSPRINK®12 v12.1.1.0 N1&2 Upper Level-Cs 10/21/2018 7:57:43AM Page 8 Job Name: Tigard High School Renovations Remote Area Number: N1&2 Upper Level-Calc- 1 Date: 10/21/2018 Pipe Information IFlow added ' Length C Factor Notes Elev 1 Fittings& Total(Pt) this step 1 (Foot) K-Factor Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 A Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Total (Foot) (Q) (Foot) (psi) Friction(Pf) to(Pf)and shown as a (Foot) negative value. 7 194'-6 6 (See 12'-0 120 53.499 Notes) 9,-0 2.137 8 189'-7 229.37 6.0650 21'-0 0.002308 0.048 LtE(9' 0) 8 189°-7 6 (See 345'-8 150 55.685 Notes) 57'-0 9 189' 7 1-', 229.37 6.0900 0.001497 EE(10'-9),T(46'-3) 402'-8 0.603 9 189°-7 8 (See 282'-10 150 56.287 Notes) 33'-2 10 189'-7 229.37 7.9800 316' 1 0.000401 6 182 . 2EE(13'-7), BFP(-6.055), GV(6'-0), S 250.00 62.470 Hose Allowance At Source 10 479.37 Total(Pt) Route 1 233 219'-6 5.6 28.99 1 (See 3'-8 100 26.807 Route 2 Notes) Sprinkler 66 219'-6 1 28.99 1.0490 0.362447 3'-8 1.329 66 219'-6 1 (See 1'-2 120 28.136 Notes) 7'-0 -0.326 • - 67 220'-3 , 28.99 1.0490 8' 2 0.258678 2.102 E(2'-0), P0(5'-0) i ,'; 67 220'-3 43.07 3 5'-0 120 29.912 Flow(q)from Route 4 116 220'-3 72.06 3.2600 0.005572 - 5'-0 0.028 116 220'-3 29.78 3 (See 22'-5 120 29.940 Notes) Flow(q)from Route 8 67'-2 -0.281 ft 117 220'-11 101.84 3.2600 89'-8 0.010567 0.947 10fE(6'-9) 117 220'-11 11/2 (See 130'-10 120 30.606 Notes) P0(9'-11) 22'-3 0.002 118 220'-11 ` 35.96 1.68200.038655 - 5LtE(2'-6) 153'-1 5.919 118 220'-11 1% (See 1'-7 120 36.527 Notes) 9'-11 0.698 99 219'-3 35.96 1.6820 11'-6 0.038655 0.445 P0(9'-11) 37.670 Total(Pt) Route 2 234 219'-0 5.6 24.29 1 (See 0'-0 120 18.808 Route 3 Notes) Sprinkler, 60'-0 -1.061 68 221'-5 24.29 1.0490 0.186379 P0(5'-0),fd(55'-0) 60'-0 11.183 k,©M.E.P.CAD, Inc. tiff AutoSPRINKCD 12 v12.1.1.0 N1&2 Upper Level-Ce 10/21/2018 7:57:43AM Page 9 Job Name: Tigard High School Renovations Remote Area Number: N1&2 Upper Level- Calc- 1 Date: 10/21/2018 Pipe Information Flow added I l Length / C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent Len th) (q) Fitting Pf Friction Elev(Pe) Fixed Pressure gLosses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 ?, Actual ID Length TotalFriction P ( ) (Foot) (Q) (Foot) Foot Total (psi) ( f) to Pf and shown as a (Foot) negative value. 68 221'-5 11/2 12'-0 120 28.931 % 0.012553 0.000 69 221'-5 19.58 1.6820 12'-0 0.151 69 221'-5 24.35 1% (See 105'-10 120 29.081 Notes Flow(q)from Route 5 19'-10 -0.002 70 221'-5 43.93 1.6820 0.055973 4LtE(2'-6), T(9'-11) 125'-8 7.033 70 221'-5 11,4 (See 1'-3 120 36.112 Notes) 9'-11 0.541 62 220'-2 34.54 1.6820 11'-2 0.035877 0.400 P0(9'-11) 37.053 Total(Pt) Route 3 Route 4'-0 120 18.815 235 219'-0 5.6 24.29 1 (See 0Sprinkler, Notes) 60'-0 -1.060 P 71 221'-5 24.29 1.0490 0.186443 - P0(5'-0),fd(55'-0) 60'-0 11.187 71 221'-5 4.71 11A (See 3'-8 120 28.942 Notes) Flow(q)from Route 23 2'-6 0.000 72 221'-5 s 29,00 1.6820 6'-2 0.025955 0.159 LtE(2'-6) 72 221'-5 1y2 (See 1'-2 120 29.101 Notes) 9'-11 0.517 0.025955 73 220'-3kii 29.00 1.6820 11,-1 0.288 PO(9'-11) 73 220'-3 14.07 3 2'-9 120 29.906 Flow(q)from Route 28 67 220'-3 43.07 3.2600 - 0.002150 2'-9 0.006 29.912 Total(Pt) Route 4 Route 5'-0 120 18.905 236 219'-0 5.6 24.35 1 (See 0Sprinkler, Notes) 60'-0 -1.061 p 69 221'-5 24.35 1.0490 0.187270 P0(5'-0),fd(55'-0) 60'-0 11.236 29.081 Total(Pt) Route 5 Route 6'-0 120 19.188 237 219'-0 5.6 24.53 1 (See 0Sprinkler, Notes) 60'-0 -1.174 p 59 221'-9 24.53 1.0490 0.189854 - P0(5'-0),fd(55'-0) 60'-0 11.391 29.405 Total(Pt) Route 6 ©M.E.P.CAD, Inc. ill AutoSPRINK®12 v12.1.1.0 N1&2 Upper Level-Ce 10/21/2018 7.57:43AM Page 10 Job Name: Tigard High School Renovations Remote Area Number: N1&2 Upper Level- Calc- 1 Date: 10/21/2018 Pipe Information Flow added I I Length C Factor I Notes Elev 1 Fittings& Total(Pt) this step Node 1 ' (Foot) K-Factor Nominal ID Devices (Foot) _ Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses,when Equiv. (Foot) Loss Per Unit Elev 2 k Total Flow applicable,are added directly Node 2 Actual ID Length Total F (psi) to(Pf)and shown as a (Foot) (Q) (Foot) (Foot) Friction(Pf) negative value. 238 217'-2 5.6 24.62 1 (See 0'-0 120 19.329 Route 7 Notes) Sprinkler, 60'-0 -1.845 74 221'-5 0i, 24.62 1.0490 0.191152 P0(5'-0),fd(55'-0) 60'-0 11.469 74 221'-5 1'h 12'-0 120 28.954 0.000 75 221'-5 �" 19.47 1.6820 12' 0 0.012420 0.149 75 221'-5 24.68 1'/z (See 104'-1 120 29.103 Notes) Flow(q)from Route 9 .. 19'-10 0.003 107 221'-5 44.15 1.6820 0.056493 4LtE(2'-6), T(9'-11) 123'-10 6.996 107 221'-5 1'/2 (See 3'-6 120 36.102 Notes) 9'-11 1.514 108 217-11 " 34.48 1.6820 0.035755 P0(9'-11) 13'-5 0.479 38.094 Total(Pt) Route 7 239 217'-2 5.6 24.63 1 (See 0'-0 120 19.338 Route 8 Notes) Sprinkler, 60'-0 -1.845 76 221'-5 24.63 1.0490 0.191227 P0(5'-0),fd(55'-0) 60'-0 11.474 76 221'-5 5.15 11A (See 3'-7 120 28.966 Notes) Flow(q)from Route 24 2'-6 -0.000 119 221'-5 '' 29.78 1.6820 0.027265 LtE(2'-6) 6'-0 0.165 119 221'-5 11/2 (See 1'-2 120 29.131 Notes) 9'-11 0.508 116 220'-3 29.78 1.6820 11'-1 0.027265 0.302 P0(9'-11) 29.940 Total(Pt) Route 8 240 217'-2 5.6 24.68 1 (See 0'-0 120 19.426 Route 9 Notes) .-- Sprinkler, 60'-0 -1.845 75 221'-5 24.68 1.0490 0.192032 - P0(5'-0),fd(55'-0) 60'-0 11.522 29.103 Total(Pt) Route 9 102 205'-0 4 (See 0'-0 120 45.221 Route 10 Notes) 35'-3 103 205'-0 136.19 4.2600 353 0.004916 0.173 fE(8'-11),T(26'-4) 45.394 Total(Pt) Route 10 (M,©M.E.P.CAD, Inc. 411 AutoSPRINK®12 v12.1.1.0 N1&2 Upper Level-Cs 10/21/2018 7:57:43AM Page 11 Job Name: Tigard High School Renovations Remote Area Number: N1&2 Upper Level- Calc- 1 Date: 10/21/2018 Pipe Information 1 Flow added I Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (Foot) (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Total (Foot) (Q) (Foot) (psi) Friction(Pf) to(Pf)and shown as a (Foot) negative value. 40 199'-1 28.16 4 (See 3'-0 120 51.338 Route 11 Notes) Flow(q)from Route 12 42'-2 1.318 6 196'-0 28.16 4.2600 0.000266 BV(15'-10), P0(26'-4) 45'-2 0.012 52.668 Total(Pt) Route 11 53 199'-1 2 (See 4'-7 120 50.891 Route 12 Notes) P0(10'-0) 45'-0 40 199'-1 r 28.16 2.0670 49' 7 0.009011 0.447 2AngV(5'-0), E(5'-0), T(10'-0), P0(10'-0) 51.338 Total(Pt) Route 12 (See 93'-0 120 36.254 Route 13 60 221' 8 1'/z Notes) T(9'-11) 12'-4 0.006 77 221' 8 (2'-6 - 5.49 1.6820 105'-5 0.126 0.001196 LtE(2'-6) 77 221'-8 11/2 (See 2'-4 120 36.386 Notes) 2'-6 1.029 78 219'-4 5.49 1.6820 4'-10 0.001196 0.006 LtE(2'-6) 78 219'-4 1'/z 0'-4 120 37.420 111 219'-4 5.49 1.6820 0.001196 0'-4 0.000 11'-5 120 37.421 111 219'-4 3 110 219'-4 k? 4 % 5.49 3.2600 0.000048 - 11'-5 0.001 110 219'4 9.39 3 7'-9 120 37.421 Flow(q)from Route 21 79 219'-4 14.88 3.2600 0.000301 7'-9 0.002 79 219'-4 9.67 3 (See 7'-3 120 37.424 Notes) Flow(q)from Route 18 - 13'-5 -0.434 106 220'-4 24.55 3.2600 20' 8 0.000760 0.016 2fE(6'-9) 106 220'-4 3 (See 39'-10 120 37.006 Notes) 53'-9 0.167 - 80 219'-11 r 21.11 3.2600 93'-7 0.000575 0.054 8fE(6' 9) 10'-8 120 37.226 80 219'-11 3 81 219'-11 -; 20.03 3.26000.000521 - 10'-8 0.006 ,yt,©M.E.P.CAD, Inc. agg AutoSPRINK®12 v12.1.1.0 N1&2 Upper Level-Cs 10/21/2018 7:57:43AM Page 12 Job Name: Tigard High School Renovations Remote Area Number: N1&2 Upper Level- Calc- 1 Date: 10/21/2018 Pipe Information • 1 I Flow added Length i C Factor Notes Elev 1 Fittings& Total(Pt) Nidethis 1 (Foot) K-Factorstep Nominal ID Devices (Foot) - Fitting/Device(Equivalent (q) Fitting Length) - -- Pf Friction Elev(Pe) Fixed Pressure Losses,when AM Elev 2 Total Flow Equiv. (Foot) Loss Per Unit , applicable,are added directly Actual ID Length Total Node 2 (Foot) (Q) (Foot) Foot (psi) Friction(Pf) to(Pf)and shown as a (Foot) negative value. 18'-10 120 37.232 81 219'-11 3 82 219'-11 19.32 3.2600 0.000488 18'-10 0.009 . 82 219'-11 0.71 3 11'-9 120 37.241 Flow(q)from Route 14 83 21g-11 20.03 3.2600 0.000522 11'-9 0.006 83 219'-11 1.08 3 (See 86'-8 120 37.247 Notes) Flow(q)from Route 15 95'-5 0.274 63 219'-3 V� 21.11 3.2600 0.000575 11fE(6' 9),fT(21' 6) :tt' 182'-1 0.105 37.626 Total(Pt) Route 13 13'-9 120 37.236 Route 14 84 219'-11 1.09 21/2 Flow(q)from Route 16 85 219'-11 1.09 2.6350 0.000007 13'-9 0.000 85 219'-11 0.71 2/Z 13'-9 120 37.236 Flow(q)from Route 17 86 219'-11 1.79 2.6350 0.000017 13'-9 0.000 (See1'-2 120 37.237 86 219' 11 11/2Notes) PO(9'-11) 9'-11 -0.516 i' 0.000027 87 221'-1 • 0.71 1.6820 11'-1 0.000 87 221'-1 1'/2 (See 125'-0 120 36.721 Notes) T(9'-11) *. 17'-4 -0.029 0.000027 3LtE(2'-6) 88 221'-2 0.71 1.6820 142'-4 0.004 88 221'-2 1'/2 (See 1'-3 120 36.696 Notes) 9'-11 0.545 82 219'-11 0.71 1.6820 11'-2 0.000027 0.000 P0(9'-11) 37.241 Total(Pt) Route 14 86 219'-11 21/2 13'-9 120 37.237 Route 15 89 219'-11 1.08 2.6350 0.000007 It at 13'-9 0.000 89 219'-11 1'/2 (See 0'-9 120 37.237 Notes) P0(9'-11) 9'-11 -0.341 90 220'-8 1.08 1.6820 0.000059 tt 10'-8 0.001 k,©M.E.P.CAD, Inc. id AutoSPRINK®12 v12.1.1.0 N1&2 Upper Level-Ca 10/21/2018 7:57:43AM Page 13 Job Name: Tigard High School Renovations Remote Area Number: N1&2 Upper Level- Calc- 1 Date: 10/21/2018 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 Pf Friction Elev PeLength) Elev 2 Total Flow Equiv. (Foot) Loss Per Unit Elev( ) Fixedapplicable,are added dosses, ewc ly are directly Node 2 Actual ID Length Total Friction P ( ) (Foot) ,,,!1.,,; (Q) (Foot) Foot (Psi) ( f) to Pf and shown as a (Foot) negative value. 90 220'-8 1% (See 126'-9 120 36.897 T(9'-11) Notes) 29'-8 -0.089 i`; 0.000059 91 220'-11 1.08 1.6820 156'-5 0.009 4LtE(2' 6), T(9' 11) 91 220'-11 1% (See 1'-0 120 36.817 Notes) 9'-11 0.430 g- " 0.000059 P0(9'-11) 83 219'-11 1.08 1.6820 10'-11 0.001 37.247 Total(Pt) Route 15 92 221'-9 1.09 1% (See 1'-10 120 36.450 Route 16 Notes) Flow(q)from Route 32 9'-11 0.785 84 219'-11 <\\\ 1.09 1.6820 11 9 0.000060 0.001 (9'-11) PO 37.236 Total(Pt) Route 16 (See 1'-6 120 37.232 Route 17 81 219' 11 1'/2 Notes) P0(9'-11) 9'-11 -0.662 93 221'-5 0.71 1.6820 0.000027 11'-5 0.000 93 221'-5 11/2 (See 126'-1 120 36.570 Notes) LtE(2'-6) 17'-4 94 221'-5 0.71 1.6820 0.000027 - 2LtE(2'-6), T(9'-11) 143'-5 0.004 94 221'-5 1% (See 1'-6 120 36.574 Notes) 9'-11 0.662 85 219'-11 0.71 1.6820 11'-5 0.000027 0.000 P0(9'-11) 37.236 Total(Pt) Route 17 (See 2'-1 120 36.469 Route 18 95 221' 5 9.67 1'/2 Notes) Flow(q)from Route 19 9'-11 0.913 79 219'-4 1 9.67 1.6820 12'-0 0.003404 0.041 P0(9'-11) E ', 37.424 Total(Pt) Route 18 Route 19 94'-11 120 36.102 107 221'-5 1% (See T(9'-11) Notes) 12'-4 0.002 ( ) 95 221'-5 9.67 1.6820 0.003404 LtE(2'-6) 107'-3 0.365 36.469 Total(Pt) Route 19 (See0'-6 120 36.551 Route 20 113 221' 6 3.44 11/2Notes) Flow(q)from Route 25 2'-6 0.217 0.000503 114 221'-0 3.44 1.6820 3' 0 0.001 LtE(2'-6) ) ,, ,©M.E.P.CAD, Inc. a 1 AutoSPRINK®12 v12.1.1.0 N1&2 Upper Level-Ce 10/21/2018 7:57:43AM Page 14 Job Name: Tigard High School Renovations Remote Area Number: N1&2 Upper Level-Calc- 1 Date: 10/21/2018 Pipe Information i Flog:added I Length I C Factor I Notes Elev 1 Fittings& Total(Pt) this step Node 1 (Foot) K-Factor Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Length) Fitting Pf Friction Elev Pe` t Fixed Pressure Losses,when Equiv. (Foot) Loss Per Unit Elev 2 Total Flow applicable,are added directly Node 2 (Foot) Pf Actual ID Length Total (Foot) (psi) to and shown as a (Q) (Foot) Friction(Pf) ( ) negative value. 114 221'-0 11/2 (See 1,-11 120 36.770 Notes) 2'-6 115 221'-0 3.44 1.6820 4'-4 0.000503 0.002 LtE(2'-6) 115 221'-0 1% (See 3'-1 120 36.772 Notes) 9'-11 1.329 109 217'-11 3.44 1.6820 13'-0 0.000503 0.007 P0(9'-11) 38.107 Total(Pt) Route 20 (See2'-2 120 36.449 Route 21 122 221' 5 9.39 1'/z Notes) Flow(q)from Route 22 9'-11 0.933 110 219'-4 9.39 1.6820 12'-1 0.003222 O.039 P0(9'-11) 37.421 Total(Pt) Route 21 (See 93'-0 120 36.112 Route 22 70 221' 5 1'/2 Notes) T(9'-11) 12'-4 -0.002 122 221'-5 9.39 1.6820 0.003222 LtE(2'-6) 105'-5 0.340 36.449 Total(Pt) Route 22 68 221'-5 1'/z 12'-0 120 28.931 Route 23 0.000 71 221'-5 4.71 1.6820 12'-0 0.000898 0.011 28.942 Total(Pt) Route 23 74 221'-5 1'h 12'-0 120 28.954 Route 24 — -0.000 76 221'-5 5.15 1.6820 0.001062 — 12'-0 0.013 28.966 Total(Pt) Route 24 (See94'-11 120 36.497 Route 25 120 221' 6 3.44 1% Notes) LtE(2'-6), Flow(q)from Route 12'-4 0.001 31 113 221'-6 3.44 1.6820 0.000503 - T(9'-11) 107'-3 0.054 36.551 Total(Pt) Route 25 (See 0'-10 120 36.905 Route 26 121 220' 9 32.13 1% Notes) Flow(q)from Route 27 9'-11 0.348 . 0.031385 P0(9'-11) 100 219'-11 n 32.13 1.6820 10'-8 0.336 37.589 Total(Pt) Route 26 ©M.E.P.CAD, Inc. 45 AutoSPRINK®12 v12.1.1.0 N1&2 Upper Level-Ce 10/21/2018 7:57:43AM Page 15 Job Name: Tigard High School Renovations Remote Area Number: N1&2 Upper Level-Calc- 1 Date: 10/21/2018 Pipe Information Flow added I Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 K-Factor this step Nominal IDtFoo (Foot) (q) Devices (Foot) Fitting/DeviceLength)(Equivalent Fitting Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 , Actual ID Length Total (Foot) E ,, (Q) (Foot) (psi) Friction(Pf) to(Pf)and shown as a (Foot) negative value. 117 220'-11 3 7'-5 120 30.606 Route 27 0.077 123 220'-9 0.004720 — 65.88 3.2600 7'-5 0.035 123 220'-9 1'/z (See 140'-8 120 30.718 Notes) P0(9'-11) 56'-11 -0.014 121 220'-9 32.13 1.6820 0.031385 19LtE(2'-6) 197'-7 6.201 36.905 Total(Pt) Route 27 11'-3 120 29.903 Route 28 56 220'-3 3 73 220'-3 14.07 3.2600 11'-3 0.000271 0.003 29.906 Total(Pt) Route 28 (See132'-9 120 30.866 Route 29 231 220'-5 33.75 11/2 - -10(9'-11), Notes) 59' 5 0.203 Flow(q)from Route 30 0.034364 101 219'-11 33.75 1.6820 192'-2 6.603 12LtE(2' 6), P0(9.-11), C(9'-11) 37.672 Total(Pt) Route 29 123 220'-9 3 12'-7 120 30.718 Route 30 0.131 231 220'-5 33.75 3.2600 0.001369 12'-7 0.017 30.866 Total(Pt) Route 30 106 220'-4 1'/2 (See 1'-2 120 37.006 Route 31 P0(9'-11) Notes) 9'_11 -0.515 120 221'-6 3.44 1.6820 0.000503 — 11,-1 0.006 36.497 Total(Pt) Route 31 80 219'-11 11/2 (See 1'-10 120 37.226 Route 32 Notes) P0(9'-11) 9'-11 -0.791 96 221'-9 1.09 1.6820 0.000060 — 11'-9 0.001 96 221'-9 1'/z (See 123'-0 120 36.436 T(9'-11) Notes) 19'-10 0.006 92 221'-9 11 1.09 1.6820 0.000060 T(9'-11) • �/ 142'-9 0.009 36.450 Total(Pt) Route 32 kt,©M.E.P.CAD, Inc. 49 AutoSPRINK®12 v12.1.1.0 N1&2 Upper Level-C< 10/21/2018 7:57:43AM Page 16 Job Name: Tigard High School Renovations Remote Area Number: N1&2 Upper Level-Calc- 1 Date: 10/21/2018 IVItibbryt;Pipe LerttiVof Vaive&,V d,Fittings( =1 0 only) I [G yaliW Muitiplier 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 VW,, Fat kegs LectenJ V ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11'/4° Elbow Ee2 22'1A° Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic 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 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. gl Inc. AutoSPRINK®12 v12.1.1.0 N1&2 Upper Level-Cs 10/21/2018 7:57:43AM Page 17 Hydraulic Graph Job Name: Tigard High School Renovations N 1.85 Remote Area Number: N1&2 Upper Level-Calc- 1 Date: 10/21/2018 100 Water Supply Summary Sheet 90-Static Pressure 89.000 Node: 10 479.37 @ 88.728 1753.00 86.000 80 70 229.37 IL-6479.37 t @ 62.470 60 479.37 with Hose Allowance at Source . in - - E 50 a� d 40 :__T-'System demand curve 30- 20 10 0 --aliuiiiiillt ttl i l l l l l t 1 1 1 1 I 11 I IIIIIIIII I t I 1 I I t 1 I I I I I I I 0350 700 1050 1400 1750 2100 2450 2800 3150 3500 Flow-gpm ,©M.E.P.CAD, Inc. F AutoSPRINK® 12 v12.1.1.0 10/21/2018 7:59:10AM Page 1 Hydraulic Calculations for Project Name: Tigard High School Renovations Location: 9000 SW Duram Rd., Tigard, Oregon, Drawing Name: All Levels Imported from Revit 7-21-18.cad Calculation Date: 10/21/2018 Design Remote Area Number: N1 &2 - Upper Level Calc 2 Occupancy Classification: Light Hazard Density: 0.100gpm/ft2 Area of Application: 1500.00ft2(Actual 1550.80ft2) Coverage per Sprinkler: 210.00ft2 Type of sprinklers calculated: Upright No. of sprinklers calculated: 9 Type of System: Wet Volume of Dry or PreAction System: N/A In-rack Demand: N/A gpm at Node: N/A Hose Streams: 250.00 at Node: 10 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 10: 443.40 @ 50.712 Water Supply Information: Name of Contractor:McKinstry Co. Address: 16790 NE Mason St Suite 100, Portland, Oregon Phone Number: Name of designer: Dana Thompson Authority Having Jurisdiction Notes: Automatic peaking results Left: N/A Right: N/A 00 rROleso ``? 8446637,1 r dA/ t f.0,e co EXPIRES t2-31-18 ;©M.E.P.CAD, Inc. ifAutoSPRINK® 12 v12.1.1.0 Ni &2- Upper 10/21/2018 8:01:43AM Page 1 Job Name: Tigard High School Renovations Remote Area Number: N1 & 2 - Upper Level Calc 2 Date: 10/21/2018 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name @ (psi) (psi) °e (gpm) (psi) (gpm) (psi) 10 Water Supply 89.000 86.000 1753.00 88.764 443.40 50.712 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 10 189'-7 Supply 50.712 193.40 241 221'-5 Sprinkler 14.206 21.11 243 221'-5 Sprinkler 14.217 21.11 244 221'-2 Sprinkler 14.382 21.24 245 221'-1 Sprinkler 14.708 21.48 246 221'-1 Sprinkler 14.881 21.60 266 220'-8 Sprinkler 15.099 21.76 267 220'-9 Sprinkler 15.357 21.95 268 220'-9 Sprinkler 15.655 22.16 5610 221'-2 Sprinkler 14.063 21.00 6 196'-0 41.253 7 194'-6 42.037 8 189'-7 44.210 9 189'-7 44.649 40 199'-1 39.926 53 199'-1 39.600 57 220'-3 26.997 58 221'-9 26.357 60 221'-8 26.245 &©M.E.P.CAD, Inc. AutoSPRINK©12 v12.1.1 10/21/2018 8:02:01AM Page 3 Job Name: Tigard High School Renovations Remote Area Number: N1 & 2 - Upper Level Calc 2 Date: 10/21/2018 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 61 220'-2 26.926 62 220'-2 26.931 63 219'-3 27.388 64 203'-8 37.558 65 196'-0 41.252 70 221-5 26.306 72 221'-5 26.469 73 220'-3 26.998 77 221'-8 24.770 78 219'-4 25.765 79 219'-4 25.705 80 219'-11 24.722 81 219'-11 24.705 82 219'-11 24.709 83 219'-11 24.764 84 219'-11 16.020 85 219'-11 15.939 86 219'-11 15.827 87 221'-1 14.958 88 221'-2 23.282 89 219'-11 15.810 90 220'-8 15.353 91 220'-11 23.625 ©M.E.P.CAD, Inc. ?„ AutoSPRINK®12 v12.1.1 10/21/2018 8:02:01AM Page 4 Job Name: Tigard High School Renovations Remote Area Number: N1 & 2 - Upper Level Calc 2 Date: 10/21/2018 Node Number Elevation(Foot) I Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 92 221'-9 15.848 93 221'-5 23.218 94 221'-5 15.306 95 221'-5 24.945 96 221'-9 23.318 97 221'-1 14.926 98 221'-1 15.263 99 219'-3 27.470 100 219'-11 27.431 101 219'-11 27.507 102 205'-0 34.768 103 205'-0 34.894 104 221'-5 15.597 105 221'-5 15.380 106 220'-4 25.188 107 221'-5 26.319 108 217'-11 27.931 109 217'-11 27.934 110 219'-4 25.720 111 219'-4 25.726 112 220'-2 26.929 113 221-6 26.137 114 221'-0 26.391 ©M.E.P.CAD, Inc. lAutoSPRINK® 12 v12.1.1 10/21/2018 8:02:01AM Page 5 Job Name: Tigard High School Renovations Remote Area Number: N1 & 2 - Upper Level Calc 2 Date: 10/21/2018 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 115 221'-0 26.445 116 220'-3 26.999 117 220'-11 26.744 118 220'-11 26.770 119 221'-5 26.479 120 221'-6 24.810 121 220'-9 27.069 122 221'-5 24.942 123 220'-9 26.822 231 220'-5 26.954 k,©M.E.P.CAD, Inc. 1 AutoSPRINK®12 v12.1.1 10/21/2018 8:02:01AM Page 6 Job Name: Tigard High School Renovations Remote Area Number: N1 &2 - Upper Level Calc 2 Date: 10/21/2018 Pipe Information i Flow added I Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID (Foot) Fitting/Device(Equivalent (Foot) Devices ( ) g/Devic ( (q) Fittig Pf Friction Elev(Pe) Length) Fixed Pressure Losses,when Elev 2 ,- Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2s, Actual ID Length Total to Friction(Pf) (Pf) (Foot) (Q) (Foot) Foot (psi) ( f) and shown as a (Foot) negative value. 5610 221'-2 5.6 21.00 1 (See 0,-11 120 14.063 Route 1 Notes) Sprinkler, 5'-0 0.020 97 221'-1 21.00 1.0490 5' 11 0.142424 0.844 P0(5'-0) 97 221'-1 10.72 1'/z 11'-0 120 14.926 Flow(q)from Route 6 98 221'-1 31.72 1.6820 0.030641 - • 11'-0 0.337 98 221'-1 21.24 1% (See 94'-3 120 15.263 Notes) Flow(q)from Route 4 7'-5 -0.024 88 221'-2 '? 52.96 1.6820 0.079088 3LtE(2'-6) 101'-8 8.042 88 221'-2 1'/z (See 1'-3 120 23.282 Notes) 9'-11 0.545 0.079088 82 219'-11 52A. .96 1.6820 11'-2 0 882 PO(9'-11) 82 219'-11 12.83 3 11-9 120 24.709 Flow(q)from Route 2 83 219'-11 65.79 3.2600 0.004708 - 11'-9 0.055 83 219'-11 47.67 3 (See 86'-8 120 24.764 Notes) Flow(q)from Route 9 95'-5 0.274 63 219'-3 113.46 3.2600 0.012904 - 11fE(6'-9), 11(21'-6) 182'-1 2.349 63 219'-3 65.38 4 10'-1 120 27.388 Flow(q)from Route 5 99 219'-3 k_ 178.84 4.2600 0.008137 10'-1 0.082 99 219'-3 1.86 4 (See 12'-3 120 27.470 Notes) Flow(q)from Route 16 17'-11 -0.289 100 219'-11 180.70 4.2600 30' 2 0.008295 0.250 2fE(8'-11) 100 219'-11 5.80 4 8'-8 120 27.431 Flow(q)from Route 21 101 219'-11 186.50 4.2600 0.008794 8'-8 0.076 101 219'-11 6.90 4 20'-6 120 27.507Notes) Flow(q)from Route 28 62'-2 6.482 102 205'-0 193.40 4.2600 - 82'-8 0.009405 0.778 4fE(8' 11),Z, T(26'-4) 102 205'-0 4 (See 0'-8 120 34.768 Notes) fE(8'-11),T(26'-4) 70'-7 103 205'-0 78.57 4.2600 0.001777 fE(8'-11),T(26'-4) 71'-3 0.127 k,©M.E.P.CAD, Inc. 411 AutoSPRINK®12 v12.1.1.0 N1 &2-Upper Level C 10/21/2018 8.02:06AM Page 7 Job Name: Tigard High School Renovations Remote Area Number: N1 &2 - Upper Level Calc 2 Date: 10/21/2018 Pipe Information Flow added I I Length I C Factor I ! 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,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Total (Foot) (Q) (Psi) Friction(Pf) to(Pf)and shown as a (Foot) (Foot)) negative value. 103 205'-0 114.83 4 (See 78'-7 120 34.894 Notes) Flow(q)from Route 10 143'-3 0.578 64 203'-8 193.40 4.2600 0.009405 16fE(8'-11) 221'-10 2.086 4'-7 120 37.558 64 203'-8 4 000 1.998 53 199'-1 193.40 4.2600 0.009405 4'-7 0.043 53 199'-1 4 (See 3'-0 120 39.600 Notes) 42'-2 1.318 65 196'-0 169.66 4.2600 45' 2 0.007381 0.333 BV(15'-10), P0(26'-4) 1'-4 120 41.252 65 196'-0 6 6 196'-0 169.66 6.3570 0.001051 1'-4 0.001 6 196'-0 23.74 6 (See 35'-6 120 41.253 Notes) Flow(q)from Route 11 1;159'-1 0.657 7 194'-66 193.40 6.3570 0.001339 4fE(12'-7), Ee2(8'-10) 94'-7 0.127 7 194'-6 6 (See 12'-0 120 42.037 Notes) 9'-0 2.137 ! ; 0.001684 - 8 189'-7 193.40 6.0650 21'-0 0.035 LtE(90 ) 8 189'-7 6 (See 345-8 150 44.210 Notes) 57'-0 9 189'-7 193.40 6.0900 0.001092 EE(10'-9),T(46'-3) 402'-8 0.440 9 189'-7 8 (See 282`-10 150 44.649 Notes) 33'-2 10 189'-7 193.40 7.9800 - 0.000293 2EE(13'-7), BFP(-5.970), 316' 1 6.062 GV(6'-0), S 250.00 50.712 Hose Allowance At Source 10 443.40 Total(Pt) Route 1 241 221'-5 5.6 21.11 1 (See 4'-9 120 14.206 Route 2 Notes) Sprinkler, 5'-0 -0.013 104 221'-5 21.11 1.0490 9' 9 0.143770 1.403 P0(5'-0) 104 221'-5 29.29 1'h (See 98'-2 120 15.597 Notes) Flow(q)from Route 3 7°-5 tk 93 221'-5 50.40 1.6820 0.072175 3LtE(2'-6) 105'-7 7.621 k,©M.E.P.CAD, Inc. 'dill AutoSPRINKO 12 v12.1.1.0 N1 &2-Upper Level C 10/21/2018 8.02:06AM Page 8 Job Name: Tigard High School Renovations Remote Area Number: N1 &2 - Upper Level Calc 2 Date: 10/21/2018 Pipe Information Flow added N t Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 K-Factor this step ominal ID Devices (Foot) Fitting/Device(Equivalent (Foot) (q) Fitting Pe Length) Pf Friction Elev (Pe)) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Total (psi) to Pf (Foot) \ (Q) (Foot) Friction(Pf) ( )and shown as a (Foot) negative value. 93 221'-5 1'/z (See 1'-6 120 23.218 Notes) 9'-11 0.662 0.072175 81 219'-11 50.40 1.6820 11'-5 0.825 P0(9.-11) ) 18'-10 120 24.705 81 219'-11 3 ............................ 82 219'-11 12.83 3.2600 0.000229 18'-10 0.004 24.709 Total(Pt) Route 2 243 221'-5 5.6 21.11 1 (See 3'-2 120 14.217 Route 3 Notes) Sprinkler, 5'-0 -0.013 105 221'-5 21.11 1.0490 8' 2 0.143866 1.176 P0(5'-0) 105 221'-5 8.18 1'/z 8'-3 120 15.380 Flow(q)from Route 31 104 221'-5 29.29 1.6820 0.026449 8'-3 0.217 15.597 Total(Pt) Route 3 244 221'-2 5.6 21.24 1 (See 0'-11 120 14.382 Route 4 Notes) Sprinkler, 5'-0 0.020 98 221'-1 21.24 1.0490 5' 11 0.145413 0.861 P0(5'-0) 15.263 Total(Pt) Route 4 245 221'-1 5.6 21.48 1 (See7'-0 120 14.708 Route 5 '/z Notes) Sprinkler, 9'-11 -0.002 87 221'-1 ,',,,Tr, Rte; 21.48 1.6820 0.014894 - T(9'-11) 16'-11 0.252 1'-2 120 14.958 87 221'-1 10.88 1'/z (See Notes) Flow(q)from Route 7 9'-11 0.516 86 219'-11 '-' 32.36 1.6820 11'-1 0.031799 0.353 P0(9'-11) 86 219'-11 18.19 2'/2 13'-9 120 15.827 Flow(q)from Route 8 • 85 219'-11 50.55 2.6350 0.008154 13'-9 0.112 85 219'-11 2'/2 13'-9 120 15.939 84 219'-11 ,- 42.37 2.6350 13'-9 0.005882 0.081 84 219'-11 1'/2 (See 1'-10 120 16.020 Notes) 9'-11 P0(9'-11) -0.785 92 221'-9 42.37 1.6820 0.052357 11'-9 0.613 L,©M.E.P.CAD, Inc. Id AutoSPRINK®12 v12.1.1.0 N1 &2-Upper Level C 10/21/2018 8.02:06AM Page 9 Job Name: Tigard High School Renovations Remote Area Number: N1 &2- Upper Level Calc 2 Date: 10/21/2018 Pipe Information I Flow added Length C FactorI Notes Elev 1 Fittings& Total(Pt) 1 Node 1 I K-Factor this step Nominal ID (Foot) Fitting/Device(Equivalent (Foot) Devices - (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses,when Equiv. (Foot) Loss Per Unit Elev 2 Total Flow applicable,are added directly Node 2 Actual ID Length Total (Foot) (Q) (Foot) (psi) Friction(Pf) to(Pf)and shown as a (Foot) negative value. 92 221'-9 11/z (See 123'-0 120 15.848 T(9'-11) Notes) 19'-10 -0.006 96 221'-9 ., ,,,,,-;- 21' 9 -A1- 42.37 1.6820 0.052357 - ( '_ ) T 9 11 142'-9 7.475 96 221'-9 1'/z (See 1'-10 120 23.318 Notes) 9'_11 0.791 • 80 219'-11 �" 42.37 1.6820 11'-9 0.052357 0.614 P0(9'-11) 80 219'-11 37.57 3 (See 39'-10 120 24.722 Notes) Flow(q)from Route 26 53'-9 -0.167 106 220'-4 79.94 3.2600 93'-7 0.006752 0.632 8fE(6'-9) 106 220'-4 3 (See 7'-3 120 25.188 Notes) 13'-5 0.434 79 219'-4 60.52 3.2600 20'-8 0.004034 0.083 2fE(6'-9) 79 219'-4 1'h (See 2'-1 120 25.705 Notes) PO(9'-11) 9'-11 -0.913 95 221'-5 19.81 1.6820 0.012830 12'-0 0.154 95 221'-5 11A (See 94'-11 120 24.945 Notes) LtE(2'-6) 12'-4 -0.002 107 221'-5 19.81 1.6820 0.012830 T(9'-11) 107'-3 1.376 107 221'-5 1'/2 (See 3'-6 120 26.319 Notes) 9'_11 1.514 108 217'-11 14.66 1.6820 0.007347 P0(9'-11) Pf 13'-5 0.098 108 217'-11 31.30 4 4'-4 120 27.931 Flow(q)from Route 13 109 217'-11 r: 45.96 4.2600 0.000659 4'-4 0.003 109 217'-11 19.42 4 (See 5'-2 120 27.934 Notes) Flow(q)from Route 14 30'-0 -0.591 63 219'-3 65.38 4.2600 0.001265 fE(8'-11), fT(21'-6) ' .' 35'-2 0.045 ; 27.388 Total(Pt) Route 5 (See11'-9 120 14.881 Route 6 246 221' 1 5.6 21.60 1'h Sprinkler Notes) -0.003 97 221'-1 10.72 1.6820 0.004117 11'-9 0.048 14.926 Total(Pt) Route 6 L©M.E.P.CAD, Inc. 41AutoSPRINK®12 v12.1.1.0 N1 &2-Upper Level C 10/21/2018 8:02:06AM Page 10 Job Name: Tigard High School Renovations Remote Area Number: N1 &2 - Upper Level Calc 2 Date: 10/21/2018 Pipe Information Flow added I 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 Pf Friction Elev(Pe) Fixed Length) Pf when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length TotalFriction (Foot) (co Foot (psi) Pf ( ) to(Pf)and shown as a (Foot) (Foot) negative value. Route 7'-0 120 14.881 246 221'-1 5.6 21.60 1% (See 8 Notes) - - Sprinkler, %0 9'-11 0.002 87 221'-1 v '\, 10.88 1.6820 0.004236 T(9'-11) 17'-10 0.076 14.958 Total(Pt) Route 7 (See7'-0 120 15.099 Route 8 266 220'-8 5.6 21.76 11/2 Sprinkler, Notes) 9'-11 -0.005 P 90 220'-8 21.76 1.6820 0.015260 T(9'-11) 16'-11 0.259 90 220'-8 1% (See 0'-9 120 15.353 Notes) 9'-11 0.341 89 219'-11 18.19 1.6820 10'-8 0.010954 0.117 P0(9.-11) 89 219'-11 2% 13'-9 120 15.810 86 219'-11 18.19 2.63500.001231 13'-9 0.017 15.827 Total(Pt) Route 8 (See15'-0 120 15.357 Route 9 267 220'-9 5.6 21.95 1'/z Sprinkler Notes) -0.009 p 268 220'-9 9 -e 25.52 1.6820 0.020486 4 15'-0 0.307 268 220'-9 5.6 22.16 1% (See 103'-9 120 15.655 Notes) Sprinkler, 19'-10 -0.075 91 220'-11 47.67 1.6820 0.065115 4LtE(2'-6), T(9'-11) 123'-7 8.045 91 220'-11 1% (See 1'-0 120 23.625 Notes) 9'-11 0.430 83 219'-11 47.67 1.6820 0.065115 P0(9'-11) 10'-11 0.709 24.764 Total(Pt) Route 9 102 205'-0 4 (See 0'-0 120 34.768 Route 10 Notes) 35'-3 103 205'-0 114.83 4.2600 0.003585 fE(8'-11), T(26'-4) t�iq. . 35'-3 0.127 34.894 Total(Pt) Route 10 (See 3'-0 120 39.926 Route 11 40 199' 1 23.74 4 Notes Flow(q)from Route 12 42'-2 1.318 6 196'-0 23.74 4.2600 45' 2 0.000194 0.009 BV(15' 10), P0(26'-4) 41.253 Total(Pt) Route 11 (IJ©M.E.P.CAD, Inc. 5 AutoSPRINK®12 v12.1.1.0 N1 &2-Upper Level C 10/21/2018 8.02:06AM Page 11 Job Name: Tigard High School Renovations Remote Area Number: N1 &2 - Upper Level Calc 2 Date: 10/21/2018 Pipe Information Flow added Length C Factor Notes Elev I Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (Foot) (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 . Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 (Foot) Actual ID Length Total F (psi) (Pf)and shown as a ( ) (Q) (Foot) (Foot) FricFriction(Pf) to negative value. 53 199'-1 2 (See 4'-7 120 39.600 Route 12 Notes) PO(10'-0) 45'-0 40 199' 1 '\ 23.74 2.0670 0.006573 -2AngV(5'-0), E(5'-0), T(10'-0), 49'-7 0.326 P0(10'-0) 39.926 Total(Pt) Route 12 79 219'-4 3 7'-9 120 25.705 Route 13 110 219'-4 �440.71 3.2600 7'-9 0.001937 0.015 11'-5 120 25.720 110 219'-4 3 111 219'-4 20.82 3.2600 0.000560 - 11'-5 0.006 111 219'-4 11/2 (See 0'-4 120 25.726 Notes) 2'-6 78 219'-4 20.82 1.6820 2'-10 0.014058 0.039 LtE(2'-6) 78 219.-4 11/2 2'-4 120 25.765 -1.029 77 221'-8 20.82 1.6820 0.014058 - 2'-4 0.033 77 221'-8 11/2 (See 93'-0 120 24.770 Notes) LtE(2'-6) 12'-4 -0.006 60 221'-8 20.82 1.6820 - 0.014058 T(9'-11) 105'-5 1.481 60 221'-8 11/2 (See 1'-6 120 26.245 Notes) 2'-6 0.645 61 220'-2 • 16.48 1.6820 4 0 0.009125 0.036 LtE(2'-6) 61 220'-2 1'/2 0'-4 120 26.926 112 220'-2 - m 16.48 1.6820 0' 4 0.009125 0.003 11'-4 120 26.929 112 220'-2 4 62 220'-2 16.48 4.26000.000099 11'-4 0.001 62 220'-2 14.82 4 (See 11'-11 120 26.931 Notes) Flow(q)from Route 15 26'-10 0.988 108 217'-11 5 ` 31.30 4.2600 38 9 0.000324 -0.013 3fE(8' 11) 27.931 Total(Pt) Route 13 ,©M.E.P.CAD, Inc. 41 AutoSPRINK®12 v12 1.1.0 N1 &2-Upper Level C 10/21/2018 8:02:06AM Page 12 Job Name: Tigard High School Renovations Remote Area Number: N1 &2 - Upper Level Calc 2 Date: 10/21/2018 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 (q) Length) _ Fitting Pf Friction Elev Pe ( ) Fixed Pressure Losses,when Elev 2 LA1 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Total ) (Foot) (Q) Foot (psi) Friction(Pf) to(Pf)and shown as a (Foot) (Foot) negative value. 113 221'-6 19.42 11/2 (See 0'-6 120 26.137 Route 14 Notes) Flow(q)from Route 19 2'-6 0.217 114 221'-0 19.42 1.6820 0.012367 - LtE(2' 6) 3' 0 0.037 114 221'-0 1'/2 (See 1'-11 120 26.391 Notes) 2'-6 115 221'-0 19.42 1.6820 0.012367 LtE(2'-6) I. F ,' 4'-4 0.054 115 221'-0 1% (See 3'-1 120 26.445 Notes) 9'-11 1.329 el 0.012367 109 217'-11 19.42 1.6820 13'-0 0.160 PO(9' 11) 27.934 Total(Pt) Route 14 70 221'-5 19.89 11/2 (See 1'-3 120 26.306 Route 15 Notes Flow(q)from Route 22 �; - ) 9'-11 0.541 0.007497 62 220'-2 14.82 1.6820 11' 2 0.084 P0(9'-11) ; i 26.931 Total(Pt) Route 15 1'-2 120 26.469 Route 16 72 221'-5 5.07 1'/2 (See Flow Notes) 9'-11 0.517 (q)from Route 24 73 220'-3 5.07 1.6820 11'-1 0.001031 0.011 P0(9'-11) 73 220'-3 4.34 3 7'-9 120 26.998 Flow(q)from Route 18 116 220'-3 9.41 3.2600 0.000129 - 7'-9 0.001 116 220'-3 5.15 3 (See 22'-5 120 26.999 Notes) 67'-2 0.281 Flow(q)from Route 17 117 220'-11 14.56 3.2600 89'-8 0.000289 0.026 10fE(6' 9) 117 220'-11 1Y2 (See 130'-10 120 26.744 Notes) PO(9'-11) 22'-3 0.002 118 220'-11 1.86 1.6820 0.000162 5LtE(2'-6) 153'-1 0.025 118 220'-11 1% (See 1'-7 120 26.770 Notes) 9'_11 0.698 99 219'-3 1.86 1.6820 11'-6 0.000162 0.002 P0(9'-11) 27.470 Total(Pt) Route 16 (See1'-2 120 26.479 Route 17 119 221' 5 5.15 1'/2 Notes) Flow(q)from Route 23 9'-11 0.508 - 116 220'-3 i,, i 5.15 1.6820 11'-1 0.001063 0.012 P0(9'-11) ,y,,©M.E.P.CAD, Inc. 41 AutoSPRINK®12 v12.1.1.0 N1 &2-Upper Level C 10/21/2018 8:02:06AM Page 13 Job Name: Tigard High School Renovations Remote Area Number: N1 &2 - Upper Level Calc 2 Date: 10/21/2018 Pipe Information Flow added Fittings& Length C Factor Notes Elev 1 Total(Pt) Node 1 K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (Foot) — (q) . Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses,when Loss Per Unit Elev 2 st Total Flow Equiv. (Foot) applicable,are added directly Node 2 Actual ID Length Total (psi) to(Pf)and shown as a (Foot) (Q) Friction(Pf) i ;, (Foot) (Foot) negative value. 26.999 Total(Pt) Route 17 1'-5 120 26.357 Route 18 58 221'-9 4.34 1'h Notes) Flow(q)from Route 25 9'-11 0.632 57 220'-3 r 4.34 1.6820 11'-4 0.000772 0.009 P0(9'-11) 11'-9 120 26.997 57 220'-3 3 73 220'-3 - 4.34 3.26000.000031 - 11'-9 0.000 26.998 Total(Pt) Route 18 (See 94'-11 120 24.810 Route 19 120 221'-6 19.42 1'/z Notes) LtE(2'-6), Flow(q)from Route 1. 12'-4 0.001 30 113 221'-6 19.42 1.6820 - 0.012367 T(9'-11) 107'-3 1.327 26.137 Total(Pt) Route 19 (See 8'-0 120 15.353 Route 20 90 220'-8 1'h Notes) T(9-11) 9'-11 -0.005 267 220'-9 3.57 1.6820 — 0.000539 — 17'-10 0.010 15.357 Total(Pt) Route 20 (See 0'-10 120 27.069 Route 21 121 220'-9 5.80 1'/2 Notes) Flow(q)from Route 27 9'-11 0.348 100 219'-11 .4. ' 5.80 1.6820 10' 8 — 0.001321 • 0.014 P0(9'-11) 27.431 Total(Pt) Route 21 (See 2'-2 120 25.720 Route 22 110 219' 4 1�/z Notes) P0(9'-11) 9'-11 -0.933 122 221'-5 19.89 1.6820 0.012923 12'-1 0.156 122 221'-5 1% (See 93'-0 120 24.942 Notes) LtE(2'-6) 12'-4 0.002 -70 221'-5 19.89 1.6820 0.012923 — T(9'-11) �' 105'-5 1.362 26.306 Total(Pt) Route 22 (See 131'-7 120 26.319 Route 23 107 221'-5 1'h Not s) T(9'-11) 22'-3 -0.003 119 221'-5 5.15 1.6820 0.001063 5LtE(2'-6) 153'-11 0.164 26.479 Total(Pt) Route 23 L.©M.E.P.CAD, Inc. 411 AutoSPRINK®12 v12.1.1.0 N1 &2-Upper Level C 10/21/2018 8:02:06AM Page 14 Job Name: Tigard High School Renovations Remote Area Number: N1 &2 - Upper Level Calc 2 Date: 10/21/2018 Pipe Information Flow added I l Length C Factor Notes Elev 1 Fittings& Total(Pt) this step 1 (Foot) K-Factor Nominal ID Devices (Foot) —__ Fitting/Device(Equivalent (q) FittingLength) Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 • Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Total (Foot) (Q) (Foot) (psi) Friction(Pf) to(Pf)and shown as a (Foot) negative value. (See133'-6 120 26.306 Route 24 70 221' S 19.89 1'/Z Notes) T(9'-11), Flow(q)from Route 22'-3 0.003 22 72 221'-5 5.07 1.6820 0.001031 5LtE(2'-6) 155'-9 0.161 26.469 Total(Pt) Route 24 Route 25 133'-0 120 26.245 60 221'-8 1'/z (See T(9'-11) Notes) 22'-3 -0.008 ,/ 58 221'-9 %, 4.34 1.6820 155' 3 0.000772 0.120 5LtE(2'-6) 26.357 Total(Pt) Route 25 81 219'-11 3 10'-8 120 24.705 Route 26 80 219'-11 37.57 3.2600 0.001670 - 10'-8 0.018 24.722 Total(Pt) Route 26 117 220'-11 3 7'-5 120 26.744 Route 27 0.077 123 220'-9 12.70 3.2600 0.000225 7'-5 0.002 123 220'-9 1'/2 (See 140'-8 120 26.822 P0(9'-11) Notes) 56'-11 -0.014 0.001321 121 220'-9 5 5.80 1.6820 -6 197'-7 0.261 19LtE(2' ) 27.069 Total(Pt) Route 27 (See132'-9 120 26.954 Route 28 231 220' 5 6.90 1'/2 Notes) P0(9'-11), Flow(q)from Route 59'-5 0.203 29 101 219'-11 6.90 1.6820 0.001824 12LtE(2'-6), P0(9'-11), 192'-2 0.351 C(9'-11) 27.507 Total(Pt) Route 28 123 220'-9 3 12'-7 120 26.822 Route 29 0.131 231 220'-5 6.90 3.2600 0.000073 12'-7 0.001 26.954 Total(Pt) Route 29 (See1'-2 120 25.188 Route 30 106 220' 4 11/2 Notes) P0(9'-11) 9'-11 -0.515 120 221'-6 19.42 1.6820 0.012367 — 11'-1 0.137 24.810 Total(Pt) Route 30 ,y,,©M.E.P.CAD, Inc. M AutoSPRINK®12 v12.1.1.0 N1 &2-Upper Level C 10/21/2018 8:02:06AM Page 15 Job Name: Tigard High School Renovations Remote Area Number: N1 &2- Upper Level Calc 2 Date: 10/21/2018 F- Flow added Pipe Information I Length I C Factor Notes Elev 1 Fittings& fotal(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,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit — applicable,are added directly Node 2 (Foot) (Q) Actual ID Length Total (psi) Friction(Pf) to(Pf)and shown as a • •, (Foot) (Foot) negative value. (See1'-6 120 15.939 Route 31 85 219' 11 1'/2 Notes) P0(9'-11) 9'-11 -0.662 94 221'-5 i% .. 8.18 1.6820 0.002497 11'-5 0.029 94 221'-5 1'% (See 19'-9 120 15.306 Notes) T(9'-11) 9'-11 105 221'-5 8.18 1.6820 0.002497 - 29'-7 0.074 15.380 Total(Pt) Route 31 L ©M.E.P.CAD, Inc. 411 AutoSPRINK®12 v12.1.1.0 N1 &2-Upper Level C 10/21/2018 8:02:06AM Page 16 Job Name: Tigard High School Renovations Remote Area Number: N1 &2 - Upper Level Calc 2 Date: 10/21/2018 Elic*IWPipe Lengths o4alvès and Fitti, . >(C=12Q cirri?) [c'4144 Multiplier,:..,1 Actual Inside Diameter 4.87 Value Of C 100 130 140 150 Facts; Schedule 40 Steel Pipe Inside Diameter) Multip'yin_gFactor 0.713 1.16 1.33 1.51 li it igs 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'/4° Elbow Ee2 22'/2° Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic 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 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 E,©M.E.P.CAD, Inc. 49AutoSPRINK®12 v12.1.1.0 N1 &2-Upper Level C 10/21/2018 8:02:06AM Page 17 Hydraulic Graph Job Name: Tigard High School Renovations N 1.85 Remote Area Number: N1 &2- Upper Level Calc 2 Date: 10/21/2018 100 _ Water Supply Available Supply Summary Sheet 90-Static Pressure 89.000 Node: 10 2.—‘443.40 @ 88.76/1- 1753.00 @ 86.000 80 70 60 �n `2 = 193.40@50.712 -rta 50 = 443.40 with Hose Allowance at Source to ul - C.. m 40 -System demand curve 30 20— 10 0 711WLIIIIIIIII ttiiilII I IIIIIIIII 1 1 ! 1 1 1 1 1 1 1 1 1 1 1 I I I I 1 1 1 1 1 1 1 1 1 I I I I I I I II I I 1 I 1 1 1 1 1 0350 700 1050 1400 1750 2100 2450 2800 3150 3500 • Flow-gpm [,©M.E.P.CAD, Inc. 411AutoSPRINK® 12 v12.1.1.0 10/21/2018 8:01:54AM Page 2 Hydraulic Calculations for Project Name: Tigard High School Renovations Location: 9000 SW Duram Rd., Tigard, Oregon, Drawing Name: All Levels Imported from Revit 7-21-18.cad Calculation Date: 10/21/2018 Design Remote Area Number: S1 &2 Lower Level Remote Grid Proof Calc Area 8 Occupancy Classification: Light Hazard Density: 0.100gpm/ft2 Area of Application: 922.00ft2 (Actual 924.04ft2) Coverage per Sprinkler: 225.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 9 Type of System: Volume of Dry or PreAction System: N/A In-rack Demand: N/A gpm at Node; N/A Hose Streams: 250.00 at Node: 10 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 10: 471.73Q68.443 Water Supply Information: Name of Contractor:McKinstry Co. Address: 16790 NE Mason St Suite 100, Portland, Oregon Phone Number: Name of designer: Dana Thompson Authority Having Jurisdiction Notes: Automatic peaking results Left: N/A Right: N/A Rip €'ROFe GI `S' NE L` .h3 ?mak:: oucnn EXPIRES 12-S -18 ©M.E.P.CAD, Inc. ,,, AutoSPRINK® 12 v12.1.1.0 S1 &2 Lower L 10/21/2018 8:19:25AM Page 1 Job Name: Tigard High School Renovations Remote Area Number: S1 &2 Lower Level Remote Grid Proo Date: 10/21/2018 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) e° (gpm) (psi) (gpm) (psi) 10 Water Supply 89.000 86.000 1753.00 88.735 471.73 68.443 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 10 189'-7 Supply 68.443 221.73 501 196'-0 Sprinkler 16.143 22.50 502 196'-0 Sprinkler 16.904 23.02 503 197'-0 Sprinkler 17.431 23.38 504 196'-0 Sprinkler 17.561 23.47 505 196'-0 Sprinkler 17.571 23,47 506 196'-0 Sprinkler 17.762 23.60 507 196'-0 Sprinkler 18.619 24.16 508 198'-9 Sprinkler 26.864 29.02 509 198'-9 Sprinkler 26.985 29.09 9 189'-7 62.284 126 199'-7 25.320 127 199'-0 25.719 128 198'-9 27.265 129 199'-9 26.847 130 198'-9 27.346 131 198'-9 27.574 132 198'-9 28.921 133 198'-9 53.649 ,©M.E.P.CAD, Inc. lAutoSPRINK®12 v12.1.1 10/21/2018 8:19:36AM Pape 3 Job Name: Tigard High School Renovations Remote Area Number: S1 &2 Lower Level Remote Grid Proo. Date: 10/21/2018 Node Number Elevation(Foot) Node Type Pressure at Discharge at - Notes Node Node (psi) (gpm) 134 198'-9 53.650 135 197'-10 56.914 136 197'-10 57.058 137 197'-10 57.193 138 192'-1 59.881 139 189'-0 61.665 140 188'-0 62.464 141 184'-0 64.244 142 198'-9 27.367 143 198'-9 53.197 144 198'-9 27.257 145 198'-9 26.880 146 198'-9 27.661 147 198'-9 52.931 148 197'-10 57.170 149 197'-10 57.171 150 197'-10 57.172 151 197'-10 57.172 152 198'-9 56.791 153 199'-2 56.593 154 197'-10 57.190 155 197-10 57.190 156 197'-10 57.190 &©M.E.P.CAD, Inc. ti AutoSPRINK®12 v12.1.1 10/21/2018 8:19:36AM Page 4 Job Name: Tigard High School Renovations Remote Area Number: S1 &2 Lower Level Remote Grid Proo Date: 10/21/2018 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 157 197'-10 57.190 158 197'-10 57.190 159 197'-10 57.191 160 198'-9 56.790 161 199'-0 56.683 162 198'-9 56.791 163 198'-9 56.791 164 198'-9 56.792 165 198'-9 56.790 166 198'-9 56.792 167 198'-9 56.792 168 197'-10 57.166 182 189'-0 61.667 203 197'-10 57.167 204 198'-9 56.787 226 198'-9 56.786 227 199'-2 56.553 228 197'-10 57.155 247 197'-10 57.157 248 199'-2 56.567 249 198'-9 56.684 250 198'-9 56.552 251 192'-1 60.302 (:),M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1 10/21/2018 8:19:36AM Page 5 Job Name: Tigard High School Renovations Remote Area Number: S1 &2 Lower Level Remote Grid Proof Calc Area 8 Date: 10/21/2018 Pipe Information I Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 (Foot) K-Factor this gstep Nominal ID) Devices (Foot) Fitting/Device(Equivalent g Fittin Length) Pf en thPf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit Node 2 4- Actual ID Length Total - applicable,are added directly (Foot) 74, (Q) (psr) to(Pf and shown as a W, 'i (Foot) Friction(Pf) ) (Foot) negative value. Route 1'-3 120 16.143 501 196'-0 5.6 22.50 1 (See 5Sprinkler, Notes) 61'-0 -1.547 P 0.161813 126 199'-7 22.50 1.0490 66' 3 10.724 3E(2'-0),fd(55'-0) 126 199'-7 1'/2 (See 5'-5 120 25.320 Notes) 4'-11 0.231 0.016234 127 199'-0 22.50 1.6820 10'-4 0.168 2LtE(2'-6) 127 199'-0 23.02 11/2 (See 6'-5 120 25.719 Notes) Flow(q)from Route 2 17'-4 0.124 128 198'-9 tiii 45.52 1.6820 23' 9 0.059790 1.421 3LtE(2'-6), P0(9'-11) 128 198'-9 21/2 (See 17'-2 120 27.265 Notes) 11'-10 -0.434 129 199'-9 11.80 2.6350 0.000553 2fE(5'-11) 28'-11 0.016 yam%% 129 199'-9 1'/2 (See 1'-0 120 26.847 LtE2 6 Notes) 12'-4 0.434 130 198'-9 i ti 11.80 1.6820 13'-4 0.004918 0.066 P0(9'-11) 130 198'-9 23.47 11/2 6'-1 120 27.346 Flow(q)from Route 4 0.037281 - 131 198'-9 35.27 1.6820Pit 6'-1 0.227 131 198'-9 23.60 1'/2 14'-0 120 27.574 Flow(q)from Route 6 132 198'-9 58.87 1.6820 0.096193 14'-0 1.347 132 198'-9 24.16 1'/2 (See 116'-3 120 28.921 Notes) Flow(q)from Route 7 • 19' 10 133 198'-9 83.03 1.6820 0.181750 4LtE(2'-6), P0(9'-11) 136'-1 24.728 0'-8 120 53.649 133 198'-9 4 134 198'-9 t t 83.03 4.2600 0.001968 0'-8 0.001 134 198'-9 138.69 4 (See 99'-3 120 53.650 Notes) Flow(q)from Route 3 137'-6 0.397 135 197'-10 t 221.73 4.2600 0.012111 13fE(8'-11),fT(21'-1) 236'-9 2.867 12'-7 120 56.914 135 197'-10 4 136 197'-10 t\a 214.73 4.2600 0.011414 12'-7 0.143 kM,©M.E.P.CAD, Inc. di AutoSPRINK®12 v12.1.1.0 S1 &2 Lower Level Rer 10/21/2018 8.19:41AM Page 6 Job Name: Tigard High School Renovations Remote Area Number: 51 &2 Lower Level Remote Grid Proof Calc Area 8 Date: 10/21/2018 Pipe Information Flow added Length C Factor I - Notes Elev 1 Fittings& Total(Pt) this step Node 1 •(Foot) . K-Factor p Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Length) Fitting Pf Friction Elev Pe ( ) Fixed Pressure Losses,when Equiv. (Foot) Loss Per Unit Elev 2 Total Flow applicable,are added directly Node 2 Actual ID Length Total (Foot) (Q) (Foot) (psi) Friction(Pf) to(Pf)and shown as a (Foot) negative value. 12'-4 120 57.058 136 197'-10 4 0.010976 137 197'-10 % 210.24 4.2600 12'-4 0.135 137 197'-10 11.49 4 (See 8'-7 120 57.193 Notes) --- Flow(q)from Route 10 8'-11 2.476 138 192'-1 221.73 4.2600 17'-6 0.012111 0.212 fE(8'-11) 138 192'-1 4 (See 3'-1 120 59.881 Notes) 42'-2 1.353 e ° 0.009511 139 189'-0 194.57 4.2600 45'-3 0.430 f(-0.000), BV(15'-10), P0(26'-4) 1' 6 120 61.665 139 189'-0 6 182 189'-0 V 194.57 6.3570 0.001354 '-6 0.002 182 189'-0 27.15 6 (See 9T-11 120 61.667 Notes) Flow(q)from Route 23 113'-2 0.434 140 188'-0 221.73 6.3570 0.001724 P0(37-9), 6fE(12'-7) 211'-1 0.364 140 188'-0 6 (See 19'-5 140 62.464 Notes) 14'-2 1.734 0.001376 141 184' 0 221.73 6.2800 33' 8 0.046 LtE(14' 2) 141 184'-0 6 (See 269'-1 150 64.244 Notes) 53'-11 -2.415 0.001406 9 189'-7 221.73 6.0900 5EE(10'-9) kk 323'-0 0.454 9 189'-7 8 (See 282'-10 150 62.284 Notes) 33'-210 189'-7 221.73 7.9800 0.000377 2EE(13'-7), BFP(-6.040), 316'-1 6.160 GV(6'-0), S 250.00 68.443 Hose Allowance At Source 10 471.73 Total(Pt) Route 1 502 196'-0 5.6 23.02 1 (See 0,-0 120 16.904 Route 2 Notes) - Sprinkler, 60'-0 -1.317 0.168856 P0(5'-0),fd(55'-0) 127 199'-0 23.02 1.0490 60'-0 10.131 25.719 Total(Pt) Route 2 503 197'-0 5.6 23.38 1 (See 1'-6 120 17.431 Route 3 Notes) Sprinkler, 60'-0 -0.753 142 198'-9 23.38 1.0490 0.173719 P0(5'-0),fd(55'-0) Al ',, 61'-6 10.689 k ©M.E.P.CAD, Inc. ill AutoSPRINK®12 v12.1.1.0 S1 &2 Lower Level Rer 10/21/2018 8:19:41AM Page 7 Job Name: Tigard High School Renovations Remote Area Number: S1 &2 Lower Level Remote Grid Proof Calc Area 8 Date: 10/21/2018 Pipe Information 1 I Flow added I i 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,when Elev 2 - Total Flow Equiv. (Foot) Loss Per Unit - applicable,are added directly Node 2 Actual ID Length Foot Friction(Pf) ( ) (Foot) (q) (psi) to Pf and shown as a (Foot) negative value. 142 198'-9 49.80 1% (See 105'4 120 27.367 Notes) Flow(q)from Route 9 74'-3 -0.005 143 198'-9 73.18 1.6820 0.143868 - 26LtE(2'-6), P0(9'-11) 179'-7 25.835 143 198'-9 65.52 3 (See 4'-1 120 53.197 Notes) Flow(q)from Route 5 20'-2 134 198'-9 138.69 3.260024'-3 0.018711 0.453 T(20'-2) 53.650 Total(Pt) Route 3 Route 4 120 17.561 504 196'-0 5.6 23.47 1 (See 2'-3Sprinkler, Notes) 60'-0 -1.192 p 144 198'-9 1 w 23.47 1.0490 0.174914 P0(5'-0),fd(55'-0) 62'-3 10.888 5'-1 120 27.257 144 198'-9 11/2 44 0.017548 130 198'-9 23.47 1.6820 5'-1 0.090 27.346 Total(Pt) Route 4 505 196'-0 5.6 23.47 1 (See 0'-0 120 17.571 Route 5 Notes) Sprinkler, 60'-0 -1.192 145 198'-9 23.47 1.0490 0.175009 - P0(5'-0),fd(55'-0) 60'-0 10.501 145 198'-9 8.32 1'/2 (See 2'-7 120 26.880 Notes) Flow(q)from Route 8 9'-11 -0.001 128 198'-9 31.79 1.6820 12'-6 0.030775 0.385 P0(9'-11) 128 198'-9 2%2 (See 13'-7 120 27.265 Notes) 16'-6 146 198'-9 65.52 2.6350 - 0.013174 P0(16'-6) 30'-1 0.396 146 198'-9 1% (See 141'-3 120 27.661 Notes) 74'-3 -0.000 147 198'-9 65.52 1.6820 0.117261 22LtE(2'-6), T(9'-11), P0(9'-11) 215'-6 25.270 147 198'-9 3 (See 30'-0 120 52.931 Notes) 26'-11 143 198'-9 65.52 3.2600 0.004673 4fE(6'-9) 56'-11 0.266 53.197 Total(Pt) Route 5 506 196'-0 5.6 23.60 1 (See 2'-3 120 17.762 Route 6 Notes) Sprinkler, 60'-0 -1.192 131 198'-9 23.60 1.0490 0.176770 P0(5'-0),fd(55'-0) 62'-3 11.004 ,M,©M.E.P.CAD, Inc. I n AutoSPRINK®12 v12.1.1.0 S1 &2 Lower Level Ref 10/21/2018 8.19:41AM Page 8 Job Name: Tigard High School Renovations Remote Area Number: S1 &2 Lower Level Remote Grid Proof Calc Area 8 Date: 10/21/2018 Pipe Information I I Flow added I Length I C Factor Notes Elev 1 fittings& Total(Pt) this step 1 (Foot) K-Factor Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses,when Equiv. (Foot) Loss Per Unit Elev 2 ,A Total Flow - applicable,are added directly Node 2 � Actual ID Length Total (Foot) (Q) (psi) Friction(Pf) to(Pf)and shown as a \ (Foot) (Foot) negative value. 27.574 Total(Pt) Route 6 507 196'-0 5.6 24.16 1 (See 2'-3 120 18.619 Route 7 Notes) Sprinkler, 60'-0 -1.192 132 198'-9 24.16 1.0490 0.184642 P0(5'-0),fd(55'-0) I 62'-3 11.494 28.921 Total(Pt) Route 7 508 198'-9 5.6 29.02 1Y2 (See 7'-0 120 26.864 Route 8 Notes) -0.002 145 198'-9 8.32 1.6820 0.002576 - :, T 0 0.018 26.880 Total(Pt) Route 8 Route 9'-7 120 26.864 508 198'-9 5.6 29.02 1'/z (See 8Sprinkler Notes) 0.002 509 198'-9 20.71 1.6820 0.013920 f' 8'-7 0.119 509 198'-9 5.6 29.09 11/2 (See 5'-5 120 26.985 Sprinkler Notes) 0.001 142 198'-9 49.80 1.6820 5'-5 0.070581 0.381 27.367 Total(Pt) Route 9 148 197' 10 7.39 3 8'-1 120 57.170 Route 10 Flow(q)from Route 16 -0.000 149 197'-10 5.60 3.2600 0.000049 - 8'-1 0.000 149 197'-10 3 (See 14'4/ 120 57.171 Notes) 26'-11 150 197'-10 0.000023 - 3.71 3.2600 4fE(6'-9) 40'-11 0.001 150 197'-10 3 12'-0 120 57.172 151 197'-101.83 3.2600 - 0.000006 4fi 12'-0 0.000 151 197'-10 1'/2 (See 0'-11 120 57.172 P0(9.-11) Notes) 9'-11 -0.382 , 0.000156 - 152 198'-9 1.83 1.6820 10'-9 0.002 152 198'-9 1'h (See 69'-9 120 56.791 LtE(2' 6) Notes) 24'-9 -0.213 153 199'-2 q 1.83 1.6820 - 0.000156 9LtE(2'-6) 94'-6 0.015 [i,©M.E.P.CAD, Inc 45AutoSPRINKO 12 v12.1.1.0 S1 &2 Lower Level Rer 10/21/2018 8:19:41AM Page 9 Job Name: Tigard High School Renovations Remote Area Number: S1 &2 Lower Level Remote Grid Proof Calc Area 8 Date: 10/21/2018 Pipe Information 1 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,when Equiv. (Foot) Loss Per Unit Elev 2 Total Flow applicable,are added directly e Node 2 (Foot) �i (Q) Actual ID Length Total (psi) Friction(Pf) to(Pf)and shown as a is (Foot) (Foot) negative value. 153 199'-2 1% (See 1'-4 120 56.593 Notes) 9'-11 0.595 154 197'-10 1.83 1.6820 11'-3 0.000156 0.002 P0(9.-11) 11'-2 120 57.190 154 197'-10 4 '1 04 0.000002 155 197'-10 1.83 4.2600 11'-2 0.000 155 197'-10 1.88 4 11'-4 120 57.190 Flow(q)from Route 12 156 197'-10 .. 3.71 4.2600 0.000006 11'-4 0.000 156 197'-10 1.88 4 11'-6 120 57.190 - Flow(q)from Route 11 157 197'-10 h 5.60 4.2600 0.000013 ;' 11' 6 0.000 157 197'-10 1.80 4 13'-0 120 57.190 Flow(q)from Route 14 158 197'-10 7.39 4.2600 0.000022 13'-0 0.000 158 197'-10 2.03 4 13'-2 120 57.190 Flow(q)from Route 15 159 197'-10 9.43 4.2600 0.000035 IA 13'-2 0.000 159 197'-10 2.06 4 (See 7'-6 120 57.191 Notes) Flow(q)from Route 13 30'-0 137 197'-10 '-� 11.49 4.2600 37'-6 0.000051 0.002 fE(8' 11),fT(21' 1) 57.193 Total(Pt) Route 10 0'-11 120 57.171 Route 11 149 197' 10 11/2 Notes) PO(9'-11) 9'-11 -0.382 160 198'-9 ;• 1.88 1.6820 0.000165 10' 9 0.002 L.r160 198'-9 11,4 (See 70'-5 120 56.790 Notes) LtE(2'-6) 24'-9 -0.123 161 199'-0 1.88 1.6820 95 2 0.000165 0.016 9LtE(2'-6) 161 199'-0 11/2 (See 1'-2 120 56.683 Notes) 9'-11 0.505 156 197'-10 1.88 1.6820 11'-1 0.000165 0.002 P0(9'-11) 57.190 Total(Pt) Route 11 /,0 M.E.P.CAD, Inc. t AutoSPRINK®12 v12.1.1.0 S1 &2 Lower Level Rer 10/21/2018 8:19:41AM Page 10 Job Name: Tigard High School Renovations Remote Area Number: S1 &2 Lower Level Remote Grid Proof Calc Area 8 Date: 10/21/2018 Pipe Information Flow added r Length Factor Notes Elev 1 Fittings& Total(Pt) Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Pf Friction Elev(Pe) Fixed Pres uregLosses,when fre Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Total (Foot) (Q) tPsi) to(Pf)and shown as a 4 Q (Foot) (Foot) Friction(Pf) negative value. (See0'-11 120 57.172 Route 12 150 197' 10 1'/2 Notes) P0(9'-11) 9'-11 -0.382 0.000165 - 162 198'-9 1.88 1.6820 10'-9 0.002 162 198'-9 1% SNotes) 69'-8 120 56.791 ( ) LtE 2 6 19'-10 -0.014 163 198'-9 y' - 1.88 1.6820 89 5 0.000165 0.015 7LtE(2'-6) 163 198'-9 1'/2 (See 0'-11 120 56.791 Notes) 9'-11 0.397 155 197'-10 % '. 1.88 1.6820 0.000165 P0(9'-11) 10'-10 0.002 57.190 Total(Pt) Route 12 (See0'-11 120 56.792 Route 13 164 198' 9 2.06 1'/� Notes) Flow(q)from Route 18 yi 9'-11 0.397 159 197'-10 72.06 1.6820 0.000195 - P0(9'-11) 10'-10 0.002 57.191 Total(Pt) Route 13 0'-11 120 57.170 Route 14 148 197'-10 7.39 1% P0(9'-11), Flow(q)from Route 9'-11 -0.382 _ 16 165 198'-9 f 1.80 1.6820 10'-9 0.000151 0.002 165 198'-9 1'h (See 72'-9 120 56.790 Notes) LtE(2'-6) 37'-1 <y , -0.014 166 198'-9 1.80 1.6820 0.000151 14LtE(2'-6) 109'-11 0.017 166 198'-9 1'/2 (See 0'-11 120 56.792 Notes) 9'-11 0.397 157 197'-10 1.80 1.6820 0.000151 P0(9'-11) 10'-10 0.002 57.190 Total(Pt) Route 14 (See0'-11 120 56.792 Route 15 167 198' 9 2.03 1'h Notes) Flow(q)from Route 17 9'-11 0.397 158 197'-10 "; 2.03 1.6820 0.000190 P0(9'-11) 10'-10 0.002 57.190 Total(Pt) Route 15 9'-3 120 57.166 Route 16 168 197'-10 11.49 3 Flow(q)from Route 19 0.000 203 197'-10 9.43 3.2600 0.000129 9'-3 0.001 ©M.E.P.CAD, Inc. in AutoSPRINK®12 v12.1.1.0 S1 &2 Lower Level Rer 10/21/2018 8:19:41AM Page 11 Job Name: Tigard High School Renovations Remote Area Number: S1 &2 Lower Level Remote Grid Proof Calc Area 8 Date: 10/21/2018 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 (Foot) K-Factor this gstep Nominal ID) Devices (Foot) Fitting/Device(Equivalent Length) Fitting Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit - applicable,are added directly Node 2 Iff Actual ID Length Total (Foot) (Q) (Foot) Foot (psi) Friction(Pf) to(Pf)and shown as a ( ) negative value. 203 197'-10 3 (See 17'-3 120 57.167 Notes) 13'-5 0.000 148 197'-10 7.39 3.2600 30' 8 0.000083 0.003 2fE(6'-9) 57.170 Total(Pt) Route 16 (See0'-11 120 57.167 Route 17 203 197' 10 1'/2 Notes PO(9'-11) 9'-11 -0.382 204 198'-9 2.03 1.6820 0.000190 10'-9 0.002 204 198'-9 1'/2 (See 68'-0 120 56.787 LtE 2 Notes 29'-8 -0.014 ( 6) 2.03 1.6820 - 0.000190 11LtE(2'-6) 167 198'-9 97'-8 0.019 56.792 Total(Pt) Route 17 226 198'-9 1'% (See 71'-0 120 56.786 Route 18 Notes) LtE(2'-6) 32'-2 -0.014 0.000195 164 198'-9 t 2.06 1.6820 12LtE(2'-6) 103'-2 0.020 56.792 Total(Pt) Route 18 227 199'-2 7.00 1'h (See1'-4 120 56.553 Route 19 Notes) g_11 0.581 Flow(q)from Route 22 0.001871 228 197'-10 7.00 1.6820 11-3 0.021 P0(9'-11) 228 197'-10 3 (See 12'-5 120 57.155 Notes) 13'-5 247 197'-10 7.00 3.2600 0.000075 2fE(6'-9) 25'-10 0.002 247 197'-10 4.49 3 (See 24'-2 120 57.157 Notes Flow(q)from Route 20 ,,, 26'-11 -0.000 168 197'-10 ' 11.49 3.2600 51'-1 0.000187 0.010 4fE(6'-9) 57.166 Total(Pt) Route 19 (See1'-4 120 56.567 Route 20 248 199' 2 4.49 11/2 Notes) Flow(q)from Route 21 9'-11 0.581 247 197'-10 4.49 1.6820 11'-3 0.000824 0.009 P0(9'-11) 57.157 Total(Pt) Route 20 136 197'-10 1% (See 0'-11 120 57.058 Route 21 Notes) PO(9'-11) 9'-11 -0.382 249 198'-9 4.49 1.6820 10 0.000824 '-9 0.009 ,t,©M.E.P.CAD, Inc. 419 AutoSPRINK®12 v12.1.1.0 S1 &2 Lower Level Rer 10/21/2018 8:19:41AM Page 12 Job Name: Tigard High School Renovations Remote Area Number: S1 &2 Lower Level Remote Grid Proof Calc Area 8 Date: 10/21/2018 Pipe Information 1 I Flow added i. . Length I C Fa;�tor I I this stepr tfrngs Notes Elev 1 & Total(Pt) Node 1 (Foot) K-Factor Nominal ID1 D vices _ (Foot) Fitting/Device(Equivalent (q) I Fitting Length) — Pf Friction Elev(Pe) Fixed Pressure Losses,when V L Equiv. (Foot) Loss Per Unit Hi% Elev 2 Total Flow applicable,are added directly Node 2 Actual ID Length Total (psi) to(Pf)and shown as a (Foot) (Q) (Foot) Friction(Pf) 4. (Foot) negative value. 249 198'-9 1% (See 71'-5 120 56.684 LtE(2' 6) Notes) 27'-3 -0.199 248 199'-2 4.49 1.6820 0.000824 — 10LtE(2'-6) 98'-7 0.081 56.567 Total(Pt) Route 21 72'-0 120 56.552 Route 22 250 198' 9 .1-y2 Notes) LtE(2'-6) „ 34'-8 -0.199 227 199'-2 7.00 1.6820 0.001871 13LtE(2'-6) 106'-8 0.200 56.553 Total(Pt) Route 22 138 192'-1 2 (See 5'-0 120 59.881 Route 23 Notes) P0(10'-0) 45'-0 251 192'-1 `k,� 27.15 2.0670 50'-0 0.008424 0.421 2AngV(5'-POE(0'-0) T(10'-0), ( 251 192'-1 4 (See 3'-1 120 60.302 Notes) 42'-2 1.353 f f(-0.000), BV 15'-10), 182 189'-0 27.15 4.2600 0.000249 45'=3 0.011 P0(26'-4) 61.667 Total(Pt) Route 23 (See 0,-11 120 56.914 Route 24 135 197' 10 1'h Notes) P0(9'-11) 9'-11 -0.382 250 198'-9 7.00 1.6820 — 0.001871 — 10'-9 0.020 56.552 Total(Pt) Route 24 168 197' 10 11.49 11/2 0'-11 120 57.166 Route 25 P0(9'-11), Flow(q)from Route 9'-11 -0.382 19 226 198'-9 2.06 1.6820 0.000195 — 10'-9 0.002 56.786 Total(Pt) Route 25 LM,©M.E.P.CAD, Inc. 0.6 AutoSPRINK®12 v12.1.1.0 S1 &2 Lower Level Rer 10/21/2018 8:19.41AM Page 13 Job Name: Tigard High School Renovations Remote Area Number: S1 &2 Lower Level Remote Grid Proof Calc Area 8 Date: 10/21/2018 Equivalent Prp ,.engtl'W f ValvesFrttin s only):,',A,, .ultiptter '!moi Actual Inside Diameter 4.87 Value Of C 100 130 140 150 II =Factor Schedule 40 Steel Pipe Inside Diameter) Multiplying Factor 0.713 1.16 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° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11'/4° Elbow Ee2 221/2° Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve 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. t AutoSPRINK®12 v12.1.1.0 S1 &2 Lower Level Rer 10/21/2018 8:19:41AM Page 14 Hydraulic Graph Job Name: Tigard High School Renovations N 1.85 Remote Area Number: S1 &2 Lower Level Remote Grid Date: 10/21/2018 Proof Calc Area 8 100 _ Water Supply Summary Sheet 90-Static Pressure 89.000 Node: 10 471.73 @ 88.735 4.1753.00 @ 86.000 80 70 221.73 @ 68.4431 -r� r 471.73 with Hose Allowance at Source 60 0 2 50 40 S/stem demand curve 30- . I 20 10 0 Lill u l l 111111 1 I I 1 1 1 1 1 1 l l 1 1 I I I l l l l l L 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 I I 1 I i t I I I 1 l 1 I I 11 0350 700 1050 1400 1750 2100 2450 2800 3150 3500 Flow-gpm ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1.0 10/21/2018 8:19:54AM Page 1 Hydraulic Calculations for Project Name: Tigard High School Renovations Location: 9000 SW Duram Rd., Tigard, Oregon, Drawing Name: All Levels Imported from Revit 7-21-18.cad Calculation Date: 10/21/2018 Design Remote Area Number: Main Level S1&2 Aerobics Area Proof Calc 7 Occupancy Classification: Light Hazard Density: 0.100gpm/ft2 Area of Application: 990.00ft2 (Actual 1118.34ft2) Coverage per Sprinkler: 196.00ft2 Type of sprinklers calculated: Upright No. of sprinklers calculated: 12 Type of System: Wet Volume of Dry or PreAction System: N/A In-rack Demand: N/A gpm at Node: N/A Hose Streams: 250.00 at Node: 10 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 10: 491.07@ 44.802 Water Supply Information: Name of Contractor:McKinstry Co. Address: 16790 NE Mason St Suite 100, Portland, Oregon Phone Number: Name of designer: Dana Thompson Authority Having Jurisdiction Notes: Automatic peaking results Left: 44.802 Right: N/A � 346.57?F �� oR9 n l0 Z N D EXPIRES 2-31- 8 _..._� k,© M.E.P.CAD, Inc. ,yAutoSPRINK® 12 v12.1.1.0 Main Level S1 10/21/2018 8:16:57AM Page 1 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Aerobics Area Proof Date: 10/21/2018 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) @@ (gpm) (psi) (gpm) (psi) 10 Water Supply 89.000 86.000 1753.00 88.715 491.07 44.802 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 10 189'-7 Supply — 44.802 241.07 601 214'-4 Sprinkler 12.250 19.60 602 214'-4 Sprinkler 12.490 19.79 603 214'-9 Sprinkler 12.514 19.81 604 213'-11 Sprinkler 12.542 19.83 605 213'-11 Sprinkler 12.668 19.93 606 214'-4 Sprinkler 12.741 19.99 607 214'-9 Sprinkler 13.029 20.21 608 215'-3 Sprinkler 13.870 20.86 609 214'-9 Sprinkler 12.756 20.00 610 213'-11 Sprinkler 12.793 20.03 611 215'-2 Sprinkler 13.286 20.41 612 215'-2 Sprinkler 13.538 20.60 9 189'-7 38.583 138 192'-1 36.455 139 189'-0 37.821 140 188'-0 38.680 141 184'-0 40.468 169 213'-8 13.237 LA,©M.E.P.CAD, Inc. gi AutoSPRINK® 12 v12.1.1 10/21/2018 8:17:08AM Page 3 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Aerobics Area Proof Date: 10/21/2018 Node Number Elevation(Foot) Node Type Pressure at I Discharge at Notes Node Node (psi) (gpm) 170 214'-2 13.515 171 214'-7 14.328 172 214'-0 18.885 173 214'-0 18.969 174 214'-0 19.203 175 214'-0 20.952 176 214'-0 21.519 177 214'-0 22.001 178 214'-0 22.355 179 214'-0 22.423 180 214'-0 22.849 181 214'-0 24.459 182 189'-0 37.821 183 213'-10 13.397 184 214'-3 13.677 185 214'-9 14.498 186 213'-5 13.451 187 213'-3 13.290 188 212'-11 23.293 189 212'-11 23.295 190 214'-0 22.858 191 213'-0 24.200 192 213'-0 24.204 ,©M.E.P.CAD, Inc. WAutoSPRINKO 12 v12.1.1 10/21/2018 8:17:08AM Page 4 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Aerobics Area Proof Date: 10/21/2018 !Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (9pm) 193 213'-0 24.225 194 212'-11 23.300 195 212'-11 23.328 196 212'-11 23.328 197 212'-11 23.301 198 213'-0 24.107 199 212'-0 24.428 200 212'-0 24.399 201 212'-0 24.390 202 214'-0 22.858 251 192'-1 35.966 262 212'-11 23.299 263 214'-7 22.607 264 214'-7 22.607 ( ID M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1 10/21/2018 8:17:08AM Pape 5 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Aerobics Area Proof Calc 7 Date: 10/21/2018 Pipe Information 1 1 Flow added I Length I C Factor i i Notes Elev 1 i Fittings& f_otal(Pt) Node 1 (Foot) K-Factor this step ''Nominal;D Devices (Foot) Fitting/Device(Equivalent (q) IFitting Pe Length) Pf Friction Elev (Pe)) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 (Foot) (Q) Actual ID Length Total (psi) Friction P to(Pf)and shown as a (Foot) (Foot) ( � negative value. 601 214'-4 5.6 19.60 1 (See 0'-8 120 12.250 Route 1 Notes) Sprinkler, 5'-0 0.279 169 213'-8 19.60 1.0490 0.125357 P0(5'-0) 5'-8 0.708 169 213'-8 19.93 1'h 10'-0 120 13.237 Flow(q)from Route 5 -0.183 170 214'-2 //� 39.53 1.6820 0.046050 10'-0 0.461 170 214'-2 19.81 1'h 10'-3 120 13.515 Flow(q)from Route 3 -0.187 171 214'-7 59.34 1.6820 0.097633 10'-3 1.000 171 214'-7 20.41 1' (See 8'-3 120 14.328 Notes) Flow(q)from Route 9 17'-4 0.243 172 214'-0 0.168701 79.75 1.6820 25'-7 4.314 3LtE(2'-6), P0(9'-11) 12'-6 120 18.885 172 214'-0 3 173 214'-0 79.75 3.26000.006722 12'-6 0.084 173 214'-0 81.09 3 9'-6 120 18.969 Flow(q)from Route 6 0.024611 174 214'-0 160.84 3.2600 9'-6 0.234 174 214'-0 80.23 3 (See 20'-2 120 19.203 Notes) Flow(q)from Route 2 13'-5 175 214'-0 „54, 241.07 3.2600 33' 7 0.052030 1.749 2fE(6'-9) 13'-2 120 20.952 175 214'-0 3 176 214'-0 218.02 3.26000.043202 -13'-2 0.567 13'-4 120 21.519 176 214'-0 3 177 214'-0 197.83 3.2600 0.036095 - 13'-4 0.481 177 214'-0 3 11'-7 120 22.001 4 178 214'-0 181.09 3.2600 0.030646 11'-7 0.354 2'-5 120 22.355 178 214'-0 3 179 214'-0 171.47 3.2600 0.027704 2'-5 0.068 k©M.E.P.CAD, Inc On AutoSPRINK®12 v12.1.1.0 Main Level S1&2 Aerol 10/21/2018 8:17:14AM Page 6 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Aerobics Area Proof Calc 7 Date: 10/21/2018 Pipe Information I ; I 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,when Equiv. (Foot) Loss Per Unit Elev 2 � Total Flow - applicable,are added directly Node 2 (Foot) Actual ID Length Total F (psi) to(Pf)and shown as a ( ) (Q) (Foot) (Foot) Friction(Pf) negative value. 179 214'-0 3 (See 0'-11 120 22.423 Notes) 17'-6 0.023204 180 214'-0 155.81 3.2600 (17' 6 18' 5 0.427 fT ) 180 214'-0 3 (See 67'-8 120 22.849 Notes) 17'-6 4 0 - 181 214'-0 .018904 139.47 3.2600 fT(17'-6) 85'-2 1.610 181 214'-0 101.60 4 (See 71'-10 120 24.459 Notes) Flow(q)from Route 11 71'-1 9.485 251 192'-1 241.07 4.2600 0.014138 - T(26'-4), 5fE(8'-11) 143'-0 2.021 251 192'-1 4 (See 3'-1 120 35.966 Notes) 42'-2 1.353 0.011109 f(-0.000), BV 15'-10 182 189'-0 211.62 4.2600 45'-3 0.503 ( ) P0(26'-4) 182 189'-0 29.45 6 (See 97'-11 120 37.821 Notes) Flow(q)from Route 27 113'-2 0.434 140 188'-0 241.07 6.3570 0.002013 P0(37'-9), 6fE(12'-7) 1,'.4., 211'-1 0.425 140 188'-0 6 (See 19'-5 140 38.680 Notes) 14'-2 1.734 ," 0.001606 241.07 6.2800 LtE(14'-2) 141 184'-0 y - 33'-8 0.054 141 184'-0 6 (See 269'-1 150 40.468 Notes) 53'-11 -2.415 9 189'-7 241.07 6.0900 0.001642 5EE(10' 9) 323'-0 0.530 ,. 9 189'-7 8 (See 282'-10 150 38.583 Notes) 33'-2 10 189' 7 241.07 7.9800 - 0.000440 - 2EE(13'-7), BFP(-6.079), 316'-1 6.218 GV(6'-0), S 250.00 44.802 Hose Allowance At Source 10 4 491.07 Fix Total(Pt) Route 1 602 214'-4 5.6 19.79 1 (See 0'-6 120 12.490 Route 2 Notes) Sprinkler, 5'-0 0.207 183 213'-10 z 19.79 1.0490 5'-6 0.127631 0.699 P0(5'-0) 183 213'-10 19.83 1 10'-0 120 13.397 '/z Flow(q)from Route 4 -0.183 184 214'-3 39.62 1.6820 - 0.046248 10'-0 0.463 /k,©M.E.P.CAD, Inc. In AutoSPRINK®12 v12.1.1.0 Main Level S1&2 Aerol 10/21/2018 8:17:14AM Page 7 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Aerobics Area Proof Calc 7 Date: 10/21/2018 Pipe Information 1 Flow added I 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,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Total (Foot) (Q) (psi) Friction(Pf) to(Pf)and shown as a (Foot) (Foot) negative value. 184 214.-3 20.00 1'/z 10'-3 120 13.677 Flow(q)from Route 7 -0.187 185 214'-9 i` ,; 59.62 1.6820 0.098496 10'-3 1.009 185 214'-9 20.60 1'/z (See 8'-5 120 14.498 Notes) Flow(q)from Route 10 '% 17'-4 0.313 174 214'-0 `4: 80.23 1.6820 0.170566 3LtE(2'-6), P0(9'-11) V �� 25'-9 4.391 19.203 Total(Pt) Route 2 603 214'-9 5.6 19.81 1 (See 0'-8 120 12.514 Route 3 Notes) Sprinkler, 5'-0 0.279 170 214'-2 19.81 1.0490 5-8 0.127852 0 722 P0(5'-0) 13.515 Total(Pt) Route 3 604 213'-11 5.6 19.83 1 (See 0'-6 120 12.542 Route 4 Notes) Sprinkler, 5'-0 0.207 186 213'-5 V 19.83 1.0490 5'-6 0.128119 0 702 P0(5.-0) 186 213'-5 1'h 10'-0 120 13.451 -0.183 0.012853 183 213'-10 19.83 1.6820 10.-0 0.129 13.397 Total(Pt) Route 4 605 213'-11 5.6 19.93 1 (See 0'-8 120 12.668 Route 5 Notes) Sprinkler, 2'-0 0.280 187 213'-3 it. 19.93 1.0490 2'-8 0.129313 0.342 E(2'-0) 187 213'-3 1'/z 10.-0 120 13.290 -0.184 169 213'-8 19.93 1.6820 0.012973 - 10'-0 0.130 13.237 Total(Pt) Route 5 606 214'-4 5.6 19.99 1'/z (See 10'-0 120 12.741 Route 6 Notes) Sprinkler -0.183 607 214'-9 40.02 1.6820 0.047105 10'-0 0.471 607 214'-9 5.6 20.21 1'/z (See 10'-3 120 13.029 Notes) Sprinkler -0.187 608 215'-3 60.23 1.6820 0.100362 10'-3 1.028 L ©M.E.P.CAD, Inc. 48 AutoSPRINK®12 v12.1.1.0 Main Level S1&2 Aerol 10/21/2018 8:17:14AM Page 8 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Aerobics Area Proof Calc 7 Date: 10/21/2018 Pipe Information Elev 1 I Flow added I Length C Factor Total(Pt) Notes Fi & Node 1 (Foot) K-Factor this step nominal IDI Devicngses (Foot) Fitting/Device(Equivalent (q) Fitting Pf Friction Elev Pe Length) 4; -- Elev(Pe) Fixed Pressure Losses,when Elev 2 Equiv. (Foot) Loss Per Unit Total Flow applicable,are added directly Node 2 %� Actual ID (Foot) Foot Friction(Pf) ( ) (Foot) (Q) Total (psi) to Pf and shown as a ', 44.,, (Foot) negative value. 608 215'-3 5.6 20.86 11/2 (See 8'-11 120 13.870 Notes) Sprinkler, ,. 17'-4 0.530 173 214'-0 81.09 1.6820 26' 3 0.173961 4.569 3LtE(2'-6), P0(9'-11) 18.969 Total(Pt) Route 6 609 214'-9 5.6 20.00 1 (See 0'-6 120 12.756 Route 7 Notes) Sprinkler, 5'-0 0.207 0.130144 184 214'-3 20.00 1.0490 5' 6 0.713 e PO(50 ) 13.677 Total(Pt) Route 7 (See10'-0 120 12.793 Route 8 610 213'-11 5.6 20.03 1% Sprinkler Notes) -0.183 p 606 214'-4 20.03 1.6820 0.013091 10'-0 0.131 12.741 Total(Pt) Route 8 611 215'-2 5.6 20.41 1 (See 0'-8 120 13.286 Route 9 Notes) Sprinkler, 5'-0 0.279 171 214'-7 20.41 1.0490 5'-8 0.135131 0.763 P0(5'-0) 14.328 Total(Pt) Route 9 612 215'-2 5.6 20.60 1 (See 0'-6 120 13.538 Route 10 Notes) Sprinkler, 5'-0 0.207 185 214'-9 20.60 1.0490 5' 6 0.137499 0.753 P0(5'-0) 14.498 Total(Pt) Route 10 I 12'-6 120 23.293 Route 11 188 212'-11 9.62 3 Flow(q)from Route 20 189 212'-11 % 9.62 3.2600 0.000134 12'-6 0.002 189 212'-11 1'/2 (See 91'-10 120 23.295 Notes) P0(9'-11) 32'-2 -0.470 190 214'-0 2.45 1.6820 0.000268 5LtE(2'-6), P0(9'-11) 124'-0 0.033 190 214'-0 3.13 3 (See 14'-6 120 22.858 Notes) Flow(q)from Route 21 13'-5 -0.253 264 214'-7 iX 5.58 3.2600 0.000049 2fE(6'-9) s 28'-0 0.001 264 214'-7 7.17 1% (See 112'-11 120 22.607 Notes) P0(9'-11), Flow(q)from Route 47'-0 0.686 12 191 213'-0 12.75 1.6820 0.005673 11LtE(2'-6), P0(9'-11) 159'-11 0.907 (M,©M.E.P.CAD, Inc. 4'5 AutoSPRINK®12 v12.1.1.0 Main Level S1&2 Aerol 10/21/2018 8.17:14AM Page 9 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Aerobics Area Proof Calc 7 Date: 10/21/2018 Pipe Information I Flow added I I Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 (Foot) K-Factor this gstep Nominal ID) Devices (Foot) Fitting/Device(Equivalent Length) FittingPf Friction Elev Pe ''� Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Total Friction(Pf) (Foot) (Q) (Foot) Foot (psi) ( f) to(Pf)and shown as a (Foot) negative value. 18'-0 120 24.200 191 213'-0 3 192 213'-0 41 12.75 3.2600 18 0.000226 '-0 0.004 192 213'-0 13.21 3 (See 7'-1 120 24.204 Notes) Flow(q)from Route 22 17'-6 -0.000 193 213'-0 25.96 3.2600 24'-7 0.000843 0.021 fT(17'-6) 193 213'-0 75.65 3 (See 39'-3 120 24.225 Notes) Flow(q)from Route 16 € 24'-2 -0.434 0.010521 y 101.60 3.2600 fE(6'-9),fT(1 181 214'-0 T-6) °/ ..,, 63'-6 0.668 24.459 Total(Pt) Route 11 189 212'-11 3 (See 20'-0 120 23.295 Route 12 Notes) 40'-4 0.000078 262 212'-11 7.17 3.2600 60' 4 0.005 6fE(6'-9) 262 212'-11 1'/z (See 89'-8 120 23.299 Notes) P0(9'-11) 24'-9 -0.723 263 214'-7 2.41 1.6820 0.000260 - 2LtE(2'-6), P0(9`-11) 114'-5 0.030 Pi 263 214'-7 4.76 3 2'-3 120 22.607 Flow(q)from Route 13 264 214'-7 7.17 3.2600 2' 3 0.000078 - 0.000 22.607 Total(Pt) Route 12 262 212'-11 3 (See 11'-6 120 23.299 Route 13 Notes) 13'-5 ,\ 0.000037 194 212'-11 '' 4.76 3.2600 25' 0 0.001 2fE(6' 9) 194 212'-11 1'/2 (See 89'-6 120 23.300 Notes) P0(9'-11) 19'-10 195 212'-11 ' 2.39 1.6820 109' 4 0.000256 0.028 P0(9'-11) 195 212'-11 2.37 3 (See 11'-8 120 23.328 Notes) 13'-5 0.723 Flow(q)from Route 14 ii 0.000037 263 214'-7 4.76 3.2600 25'-2 0.001 2fE(6' 9) 22.607 Total(Pt) Route 13 14'-0 120 23.328 Route 14 196 212.-11 2.37 3 Flow(q)from Route 15 195 212'-11 ;' 2.37 3.2600 0.000010 - �y 14'-0 0.000 /rt,©M.E.P.CAD, Inc. _ii AutoSPRINK®12 v12.1.1.0 Main Level S1&2 Aerol 10/21/2018 8:17:14AM Page 10 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Aerobics Area Proof Calc 7 Date: 10/21/2018 Pipe Information I Flow added I . I Length C Factor Elev 1 'Fittings& I Total(Pt) 1 Notes Node 1 K-Factor this step Nominal ID (Foot) Fitting/Device(Equivalent (Foot) (q) Fitting Length) - Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Total (psi) to(Pf)and shown as a (Foot) (Q) (Foot) (Foot) Friction(Pf) negative value. 23.328 Total(Pt) Route 14 194 212'-11 3 14'-0 120 23.300 Route 15 197 212'-11 - 0.000010 - 2.37 3.2600 14'-0 0.000 197 212'-11 11/2 (See 89'-6 120 23.301 Notes) PO(9'-11) 19'-10 196 212'-11 2.37 1.6820 0.000253 ;, P0(9'-11) 109'-4 0.028 23.328 Total(Pt) Route 15 198 213'-0 59.98+ 15.66 3 (See 1'-11 120 24.107 Route 16 Notes) Flow(q)from Route 17 and 23 17'-6 -0.000 193 213'-0 75.65 3.2600 0.006096 fT(17'-6) 19'-5 0.118 4 24.225 Total(Pt) Route 16 199 212'-0 43.24+ 16.75 3 (See 15'-0 120 24.428 Route 17 Notes) Flow(q)from Route 18 and 24 13'-5 -0.434 198 213'-0 24 59.98 3.2600 0.003969 2fE(6'-9) t 28'-5 0.113 24.107 Total(Pt) Route 17 200 212'-0 23.05+20.19 3 13'-4 120 24.399 Route 18 Flow(q)from Route 19 and 25 199 212'-0 44 43.24 3.2600 0.002166 13'-4 0.029 24.428 Total(Pt) Route 18 201 212'-0 23.05 3 13'-4 120 24.390 Route 19 Flow(q)from Route 26 200 212'-0 23.05 3.2600 0.000676 ;,, 13'-4 0.009 ._....................... 24.399 Total(Pt) Route 19 94'-6 120 22.355 Route 20 178 214' 0 1�/2 (See P0(9'-11) Notes) 44'-7 0.470 0.003369 10LtE(2' 6), PO(9' 11) 188 212'-11 9.62 1.6820 139'-1 0.468 23.293 Total(Pt) Route 20 180 214'-0 3 (See 8'-1 120 22.849 Route 21 Notes) fT(17'-6) 17'-6 202 214'-0 N%• 16.34 3.2600 0.000358 25'-7 0.009 [, ©M.E.P.CAD, Inc. M AutoSPRINK®12 v12.1.1.0 Main Level S1&2 Aerol 10/21/2018 8:17:14AM Page 11 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Aerobics Area Proof Calc 7 Date: 10/21/2018 Pipe Information Flow added 1 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,when Elev 2 7'4li� ` Total Flow Equiv. (Foot) Loss Per Unit Node 2 ,$ Actual ID Length Total applicable,are added directly (Foot) c (Q) Foot (Psi) Friction(Pf) to(Pf)and shown as a (Foot) (Foot) negative value. 2'-1 120 22.858 202 214'-0 3 0.000017 190 214'-0 3.13 3.2600 2'-1 0.000 22.858 Total(Pt) Route 21 (See111'-0 120 22.858 Route 22 202 214' 0 1'/z P0(9'-11) Notes) 39'-7 0.434 192 213'-0 13.21 1.6820 0.006061 8LtE(2'-6), P0(9'-11) 150'-7 0.913 24.204 Total(Pt) Route 22 Route 23 111'-0 120 22.423 179 214'-0 1'/z (See P0(9'-11) Notes) 39'-7 0.434 198 213'-0 15.66 1.6820 0.008308 8LtE(2'-6), P0(9'-11) I; 150'-7 1.251 24.107 Total(Pt) Route 23 (See118'-11 120 22.001 Route 24 177 214' 0 1'/2 Notes) P0(9'-11) 47'-0 0.867 199 212'-0 16.75 1.6820 0.009401 11LtE(2'-6), P0(9'-11) 165'-11 1.560 24.428 Total(Pt) Route 24 111'-11 120 21.519 Route 25 176 214'-0 1'/z (See P0(9'-11) Notes) 39'-7 0.867 200 212'-0 20.19 1.6820 0.013282 8LtE(2'-6), P0(9'-11) 151'-6 2.012 24.399 Total(Pt) Route 25 175 214'-0 1'h (See 111'-10 120 20.952 Route 26 Notes) P0(9'-11) ,,.� 39'-7 0.867 201 212'-0 23.05 1.6820 0.016975 8LtE(2'-6), P0(9'-11) 151'-5 2.571 24.390 Total(Pt) Route 26 138 192'-1 29.45 4 (See 3'-1 120 36.455 Route 27 Notes) Flow(q)from Route 28 42'-2 1.353 139 189'-0 ; % 29.45 4.2600 45-3 0.000289 0.013 f(-0.000), BV(15' 10), P0(26'-4) 1'-6 120 37.821 139 189'-0 6 0.000041 — 182 189'-0 29.45 6.3570 1'-6 0.000 37.821 Total(Pt) Route 27 L,©M.E.P.CAD, Inc. 41AutoSPRINK®12 v12.1.1.0 Main Level S1&2 Aerol 10/21/2018 8:17:14AM Page 12 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Aerobics Area Proof Calc 7 Date: 10/21/2018 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) Fixed Pressure Losses,when Equiv. (Foot) Loss Per Unit Elev 2 Total Flow applicable,are added directly Node 2 Actual ID Length Total (Foot) (Q) (Foot) (psi) Friction(Pf) to(Pf)and shown as a (Foot) negative value. 251 192'-1 2 (See 5'-0 120 35.966 Route 28 Notes) P0(10'-0) 45'-0 0.009792 138 192'-1 29.45 2.0670 50' 0 0.490 2AngV(5'-0), T(10'-0), E(5'-0), P0(10'-0) 36.455 Total(Pt) Route 28 ©M.E.P.CAD, Inc. di AutoSPRINK®12 v12.1.1.0 Main Level S1&2 Aerot 10/21/2018 8:17:14AM Page 13 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Aerobics Area Proof Calc 7 Date: 10/21/2018 [MAO Pk s..; ,n f V to s i nd r,1 0 only ,lfcr..: fter 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 Cegetid ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11'/4° Elbow Ee2 22'/2° Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic 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 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 [1 ,©M.E.P.CAD, Inc. g AutoSPRINK®12 v12.1.1.0 Main Level S1&2 Aerol 10/21/2018 8:17:14AM Page 14 Hydraulic Graph Job Name: Tigard High School Renovations N 1.85 Remote Area Number: Main Level S1&2 Aerobics Area Date: 10/21/2018 Proof Calc 7 100 _ Water Supply Summary Sheet 90-Static Pressure 89.000 Node: 10 ..?"---1-491.07 @ 88.715 ... 1753.00 @ 86.000 80 70 60 50 = 241.07 @ 44.802 :T 491.07 with Hose Allowance at Source 40 ( I I 30 -IS stem demand curve 20 a 10 0 -VII WWI a 111111111 111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I J 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 I I 0350 700 1050 1400 1750 2100 2450 2800 3150 3500 Flow-gpm ©M.E.P.CAD, Inc. 'l AutoSPRINK® 12 v12.1.1.0 10/21/2018 8:17:27AM Page 1 Hydraulic Calculations for Project Name: Tigard High School Renovations Location: 9000 SW Duram Rd., Tigard, Oregon, Drawing Name: All Levels Imported from Revit 7-21-18.cad Calculation Date: 12/6/2018 Design Remote Area Number: Main Level Si&2 Aux Gym Calc Area 6 Occupancy Classification: Light Hazard Density: 0.100gpm/ft2 Area of Application: 1500.00ft2(Actual 1571.13ft2) Coverage per Sprinkler: 202.50ft2 Type of sprinklers calculated: Upright No. of sprinklers calculated: 10 Type of System: Volume of Dry or PreAction System: N/A In-rack Demand: N/A gpm at Node: N/A Hose Streams: 250.00 at Node: 10 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 10: 477.49Q58.733 Water Supply Information: Name of Contractor:McKinstry Co. Address: 16790 NE Mason St Suite 100, Portland, Oregon Phone Number: Name of designer: Dana Thompson Authority Having Jurisdiction Notes: Automatic peaking results Left: 58.398 Right: 58.733 f�c�F, pKJ`F `PI U. ©M.E.P.CAD, Inc. O AutoSPRINK® 12 v12.1.1.0 Main Level S1 12/6/2018 7:17:04AM Page 1 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Aux Gym Calc Area Date: 12/6/2018 Supply I Analysis I Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) @ (gpm) (psi) (gpm) (psi) 10 Water Supply 89.000 86.000 1753.00 88.729 477.49 58.733 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 10 189'-7 Supply 58.733 227.49 801 218'-1 Sprinkler 13.076 20.25 802 217'-6 Sprinkler 13.129 20.29 803 217'-6 Sprinkler 13.937 20.91 804 220'-6 Sprinkler 14.241 21.13 805 217'-6 Sprinkler 15.283 21.89 806 217'-6 Sprinkler 16.996 23.09 807 217'-0 Sprinkler 18.724 24.23 808 217'-0 Sprinkler 18.990 24.40 809 217'-0 Sprinkler 19.953 25.01 810 217'-0 Sprinkler 22.027 26.28 9 189'-7 52.556 140 188'-0 52.712 141 184'-0 54.495 175 214'-0 37.119 176 214'-0 37.127 177 214'-0 37.153 178 214'-0 37.194 179 214'-0 37.202 ,©M.E.P.CAD, Inc. 11AutoSPRINK®12 v12.1.1 12/6/2018 7:17:20AM Page 3 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Aux Gym Calc Area Date: 12/6/2018 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 180 214'-0 37.289 181 214'-0 38.791 188 212'-11 37.735 189 212'-11 37.736 190 214'-0 37.275 191 213'-0 37.241 192 213'-0 37.239 193 213'-0 37.230 194 212'-11 37.736 195 212'-11 37.740 198 213'-0 36.768 199 212'-0 36.421 200 212'-0 35.988 201 212'-0 35.472 202 214'-0 37.276 y 205 215'-11 30.887 206 217'-6 14.262 207 217'-6 14.926 208 217'-6 16.821 209 217'-6 17.498 210 217'-6 18.693 211 213'-4 j 31.429 212 217'-6 I 14.064 ©M.E.P.CAD, Inc. MAutoSPRINK® 12 v12.1.1 12/6/2018 7:17:20AM Page 4 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Aux Gym Calc Area Date: 12/6/2018 T Lode Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 213 213'-4 31.429 215 211'-10 32.811 216 210'-7 33.382 217 209'-3 33.956 218 207'-4 34.820 219 206'-0 36.457 220 205-11 36.414 221 206'-2 36.325 222 205'-9 36.507 223 205'-9 36.196 225 205'-0 36.045 242 214'-7 31.453 252 213'-3 32.016 253 212'-8 32.266 254 213'-4 33.748 255 213'-2 32.242 256 208'-4 34.366 257 211'-1 33.086 258 210'-0 33.581 259 208'-9 34.303 260 208'-9 34.338 261 214'-7 37.018 262 214'-7 37.018 ,©M.E.P.CAD, Inc. INAutoSPRINK®12 v12.1.1 12/6/2018 7:17:20AM Page 5 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Aux Gym Calc Area Date: 12/6/2018 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gPm) 263 212'-11 37.740 264 206'-2 35.530 265 212'-11 37.736 269 212'-6 32.375 270 212'-11 37.736 274 206'-0 35.436 275 206'-0 35.450 4047 214'-0 38.627 4062 214'-0 38.548 4703 189'-0 51.897 4707 192'-1 50.092 4709 189'-0 51.897 4713 192'-1 50.532 L',©M.E.P.CAD, Inc. 111AutoSPRINK®12 v12.1.1 12/6/2018 7:17:20AM Page 6 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Aux Gym Calc Area 6 Date: 12/6/2018 Pipe Information 1 i Flow "ded " Il 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 Pf Friction Elev(Pe) Length) y Fixed Pressure Losses,when Equiv. (Foot) Loss Per Unit Elev 2 Total Flow applicable,are added directly Node 2Actual ID Length Total (psi) to(Pf)and shown as a (Foot) F (Q) (Foot) (Foot) Friction(Pf) k:.', negative value. 801 218'-1 5.6 20.25 1 (See 2'-1 120 13.076 Route 1 Notes) Sprinkler, „ „,x_ ,, 5-0 0.244 206 217'-6 20.25 1.0490 7' 1 0.133157 0.942 P0(5'-0) 206 217'-6 20.29 1'h 13'-9 120 14.262 Flow(q)from Route 2 207 217'-6 :* r 0.048248 - 40.54 1.6820 -13'-9 0.663 207 217'-6 20.91 1'/2 (See 13'-3 120 14.926 Notes) Flow(q)from Route 3 4'-11 0.104137 208 217'-65 61.45 1.6820 18' 2 1.895 2LtE(2'-6) ) 208 217'-6 21.89 1'h 3'-8 120 16.821 Flow(q)from Route 5 209 217'-6 83.34 1.6820 0.182999 - 3'-8 0.678 209 217'-6 21.13 11/2 4'-4 120 17.498 Flow(q)from Route 4 210 217'-6 4 104.47 1.6820 0.277989 4'-4 1.194 210 217'-6 23.09 11,,z (See 7'-4 120 18.693 Notes) Flow(q)from Route 6 19'-10 1.807 211 213'-4 127.56 1.6820 0.402199 - 2P0(9'-11) 27'-2 10.929 211 213'-4 3 (See 110'4 120 31.429 Notes) 37'-8 254 213'-4 i 126.07 3.26000.015681 P0(20'-2),fT(17'-6) 147'-11 2.320 254 213'-4 101.43 3 (See 17'-7 120 33.748 Notes) Flow(q)from Route 7 6'-9 0.589 201 212'-0 y ;, 227.49 3.2600 24'-3 0.046738 1.134 fE(6'-9) 13'-4 120 35.472 201 212'-0 3 200 212'-0 205.30 3.2600 0.038655 - 13'-4 0.515 13'-4 120 35.988 200 212'-0 3 199 212'-0 186.92 3.2600 0.032497 13'-4 0.433 199 212'-0 3 (See 15'4) 120 36.421 Notes) 13'-5 -0.434 0.027443 :I198 213'-0 170.60 3.2600 28'-5 0.780 2fE(6'-9) ky,,©M.E.P.CAD, Inc. 0AutoSPRINK®12 v12.1.1.0 Main Level S1&2 Aux( 12/6/2018 7.17:26AM Page 7 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Aux Gym Calc Area 6 Date: 12/6/2018 Pipe Information 1 Flow added i Length C FactorNotes 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,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length TotalFriction P (Foot) (Q) (Foot) Foot (psi) ( f) to(Pf)and shown as a (Foot) negative value. 198 213'-0 3 (See 1'-11 120 36.768 Notes) 17'-6 -0.000 193 213'-0 158.16 3.2600 0.023858 fT(17'-6) .0 19'-5 0.463 193 213'-0 3 (See 40'-4 120 37.230 Notes) 61'-10 -0.434 181 214'-0 ? 141.91 3.2600 0.019521 - fE(6'-9),4E(9'-5),fT(17'-6) 102'-2 1.995 181 214'-0 85.58 4 (See 71'-10 120 38.791 Notes) Flow(q)from Route 8 71'-1 9.485 4707 192'-1 227.49 4.2600 0.012700 5fE(8'-11) 143'-0 1.816 4707 192'-1 4 (See 3'-1 120 50.092 Notes) 42'-2 1.353 4703 189'-0 199.70 4.2600 45'-3 0.009979 0.452 f(-0.000), BV(15' 10), P0(26'-4) 4703 189'-0 27.80 6 (See 97'-11 120 51.897 Notes) Flow(q)from Route 42 7 ' 113'-2 0.434 140 188'-0 227.49 6.3570 0.001808 - P0(37'-9), 6fE(12'-7) 211'-1 0.382 140 188'-0 6 (See 19'-5 140 52.712 Notes) 14'-2 1.734 - 141 184'-0 iw 227.49 6.2800 33'-8 0.001443 0.049 LtE(14'-2) 141 184'-0 6 (See 269'-1 150 54.495 Notes) 53'-11 -2.415 %a� 0.001475 9 189'-7 227.49 6.0900 5EE(10'-9) 323'-0 0.476 9 189'-7 8 (See 282'-10 150 52.556 Notes) 33'-2 10 189'-7 227.49 7.9800 0.000395 - 2EE(13'-7), BFP(-6.052), 316'-1 6.177 GV(6'-0), S 250.00 58.733 Hose Allowance At Source 10 44, 477.49 Total(Pt) Route 1 0 802 217'-6 5.6 20.29 1 (See 2'-0 120 13.129 Route 2 Notes) Sprinkler, 5'-0 0.133654 P0(5'-0) 212 217'-6 20.29 1.0490 T 0 0.936 212 217'-6 1'/z 14'-9 120 14.064 1-*' 0.013409 206 217'-6 20.29 1.6820 14'-9 0.198 14.262 Total(Pt) Route 2 ,,©M.E.P.CAD, Inc. di AutoSPRINK®12 v12.1.1.0 Main Level S1&2 Aux( 12/6/2018 7:17:26AM Page 8 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Aux Gym Calc Area 6 Date: 12/6/2018 Pipe Information Elev 1 I Flow added 'Fittings& I Length C Factor Total(Pt) Notes Node 1 K-Factor this step Nominal IDDevices (Foot) Fitting/Device(Equivalent (Foot) (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Total Foot (psi) to(Pf)and shown as a (Foot) (Q) (Foot) (Foot) Friction(Pf) negative value. 803 217'-6 5.6 20.91 1 (See 2'-0 120 13.937 Route 3 Notes) Sprinkler, z. ....• 5'-0 207 217'-6 20.91 1.0490 7 0 0.141246 0 989 P0(5'-0) 14.926 Total(Pt) Route 3 804 220'-6 5.6 21.13 1 (See 4'-7 120 14.241 Route 4 Notes) Sprinkler, _ 9'-0 1.301 209 217'-6 y� 21.13 1.0490 13' 7 0.144095 1.956 2E(2'-0), P0(5'-0) 17.498 Total(Pt) Route 4 805 217'-6 5.6 21.89 1 (See 5'-0 120 15.283 Route 5 Notes) Sprinkler, 5'-0 0.153818 - 208 217'-6 21.89 1.0490 10'-0 1.538 PO(5'-0) 16.821 Total(Pt) Route 5 806 217'-6 5.6 23.09 1 (See 5'-0 120 16.996 Route 6 Notes) Sprinkler, err 5'-0 210 217'-6 23.09 1.0490 - 10'-0 0.169704 1.697 P0(5'-0) 18.693 Total(Pt) Route 6 807 217'-0 5.6 24.23 11/214'-3 120 18.724 Route 7 Notes) Sprinkler 808 217'-0 y 24.23 1.682014'-3 0.018621 0.265 "iii,05:„k- 808 217'-0 5.6 24.40 1% (See 14'-3 120 18.990 Notes) Sprinkler 809 217'-0 48.64 1.6820 0.067568 14'-3 0.963 809 217'-0 5.6 25.01 1% (See 14'-3 120 19.953 Notes) Sprinkler 810 217'-0 73.65 1.6820 0.145595 14'-3 2.075 810 217'-0 5.6 26.28 1'h (See 10'-10 120 22.027 Notes) Sprinkler, 19'-10 1.564 213 213'-4 99.93 1.6820 0.256058 2P0(9'-11) 30'-7 7.838 213 213'-4 1.49 3 (See 14'-10 120 31.429 Notes) Flow(q)from Route 32 37'-8 0.287 253 212'-8 101.43 3.2600 52' 6 0.010487 0.550 3fE(6'-9), fT(17'-6) y, ©M.E.P.CAD, Inc. m AutoSPRINK®12 v12.1.1.0 Main Level S1&2 Aux< 12/6/2018 7:17:26AM Page 9 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Aux Gym Calc Area 6 Date: 12/6/2018 Pipe Information I Flow added I Length I C Factor Notes Elev 1 Fittings& Totai(Pt) this step 1 (Foot) K-Factor Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit - applicable,are added directly Node 2 Actual ID Length Total (Foot) (Q) (Foot) (psi) Friction(Pf) (Foot) to(Pf)and shown as a negative value. 6'-5 120 32.266 253 212'-8 3 -0.254 252 213'-3 20.76 3.2600 0.000558 6'-5 0.004 14'-3 120 32.016 252 213'-3 3 -0.567 242 214'-7 13.79 3.2600 0.000261 14'-3 0.004 14'-3 120 31.453 242 214'-7 3 -0.567 205 215'-11 7.13 3.2600 0.000077 14'-3 0.001 205 215'-11 11A (See 63'-9 120 30.887 P0(9'-11) Notes) 24'-9 1.184 255 213'-2 'y 7.13 1.6820 88'-6 0.001938 0.172 2LtE(2'-6), P0(9'-11) 255 213'-2 3 (See 16'-0 120 32.242 Notes) 13'-5 0.567 215 211'-10 7.13 3.2600 29'-S 0.000077 0.002 2fE(6'-9) 215 211' 10 6.65 3 14'-3 120 32.811 Flow(q)from Route 20 0.567 216 210'-7 13.79 3.2600 0.000261 14'-3 0.004 216 210'-7 6.98 3 14'-3 120 33.382 ----- Flow(q)from Route 19 0.567 217 209'-3 20.76 3.2600 0.000558 Z'. 14'-3 0.008 217 209'-3 6.78 3 10'-1 120 33.956 Flow(q)from Route 28 0.401 256 208'-4 27.55 3.2600 0.000941 10'-1 0.009 256 208'4 5.17 3 11'-0 120 34.366 Flow(q)from Route 26 0.439 ^ 0.001293 218 207'-4 %,;*'` 32.71 3.2600 11'-0 0.014 218 207'-4 3.53 3 (See 13'-7 120 34.820 Notes) Flow(q)from Route 24 17'-4 0.568 274 206'-0 36.24 3.2600 0.001563 3fE(5' 9) 30'-11 0.048 11-0 120 35.436 274 206'-0 3 - 0.001311 275 206'-0 32.96 3.2600 11'-0 0.014 k,©M.E.P.CAD, Inc. 411 AutoSPRINK®12 v12.1.1.0 Main Level S1&2 Aux( 12/6/2018 7:17:26AM Page 10 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Aux Gym Calc Area 6 Date: 12/6/2018 Pipe Information Flow added- l 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,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length TotalctonPf Friction(Pf)(Q) (Foot) (psi) ( ) to(Pf)and shown as a (Foot) negative value. 275 206'-0 3 (See 71'-10 120 35.450 Notes) 77'-11 -0.072 264 206'-2 28.67 3.2600 0.001013 9fE(6'-9), fT(17'-6) 149'-9 0.152 264 206'-2 11/2 (See 117'-2 120 35.530 Notes) PO(9'-11) 42'-1 0.001 0.004986 221 206'-2 11.89 1.6820 159' 3 0.794 5LtE(2'-6), T(9'-11), P0(9'-11) 221 206'-2 16.78 3 (See 20'-5 120 36.325 Notes) Flow(q)from Route 18 40'-4 0.071 219 206'-0 , ` � 28.67 3.2600 60' 9 0.001013 - 0.061 6fE(6'-9) 219 206'-0 72.76 3 (See 15'-1 120 36.457 Notes) Flow(q)from Route 16 30'-11 -3.191 0.010487 254 213'-4 �! , 101.43 3.2600 2fE(6' 9),fT(1 T 6) /� 45'-11 0.482 33.748 Total(Pt) Route 7 4062 214'-0 85.58 3 (See 0'-7 120 38.548 Route 8 Notes) `E(6'-9),T(20'-2), Flow(q)from 53'-9 Route 10 0.001446 4047 214'-0 F '` 34.75 3.2600 fE(6'-9), T(20'-2) A-, �. 54'-4 0.079 4047 214'-0 50.83 3 (See 4'-0 120 38.627 Notes) Flow(q)from Route 9 17'-6 181 214'-0 ,%5 85.58 3.2600 21' 6 0.007659 0.164 fT(17'-6) 38.791 Total(Pt) Route 8 4062 214'-0 85.58 3 (See 0'-0 120 38.548 Route 9 Notes) Flow(q)from Route 10 26'-11 4047 214'-0 50.83 3.2600 0.002921 fE(6'-9),T(20'-2) 26'-11 0.079 38.627 Total(Pt) Route 9 13'-2 120 37.119 Route 10 175 214'-0 22.19 3 Flow(q)from Route 36 176 214'-0 22.19 3.2600 0.000630 13'-2 0.008 176 214'-0 18.38 3 13'-4 120 37.127 Flow(q)from Route 37 177 214'-0 40.57 3.2600 0.001925 13'-4 0.026 177 214'-0 16.32 3 11'-7 120 37.153 Flow(q)from Route 38 178 214'-0 0.003599 - 56.90 3.2600 11'-7 0.042 ©M.E.P.CAD, Inc. AI AutoSPRINK®12 v12.1.1.0 Main Level Si&2 Aux( 12/6/2018 7:17:26AM Page 11 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Aux Gym Calc Area 6 Date: 12/6/2018 Pipe Information Elev 1 Flow added I I I Length C Factor Notes Node 1 K-Factor this step Nominal ID Fittings& Total(Pt) (Foot) (q) Devices (Foot) Fitting/Device(Equivalent Length) Fitting Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Total (Foot) (Q) (Foot) (Foot) (psi) Friction(Pf) to(Pf)and shown as a negative value. 2'-5 120 37.194 178 214'-0 3 179 214'-0 53.41 3.2600 0.003202 - 2'-5 0.008 179 214'-0 12.43 3 (See 0'-11 120 37.202 Notes) Flow(q)from Route 39 17'-6 180 214'-0 ° 65.85 3.2600 18' S 0.004716 0 087 fT(17'-6) 180 214'-0 19.73 3 (See 67'-9 120 37.289 Notes) Flow(q)from Route 11 96'-9 0.000 4062 214'-0 85.58 3.2600 0.007659 10fE(6'-9), E(9'-5),T(20'-2) 164'-6 1.260 38.548 Total(Pt) Route 10 202 214'-0 12.06 + 7.67 3 (See 8'-1 120 37.276 Route 11 Notes) Flow(q)from Route 12 and 15 17'-6 180 214'-0 1 19.73 3.260025'-7 0.000507 -0.013 fT(17'-6) 37.289 Total(Pt) Route 11 2'-3 120 37.018 Route 12 261 214'-7 1.60 +0.78 3 Flow(q)from Route 13 and 21 t', 0.000010 262 214'-7 2.37 3.2600 2'-3 0.000 262 214'-7 8.58 3 (See 14'-6 120 37.018 Notes) Flow(q)from Route 14 <,<-, 13'-5 0.253 190 214'-0 10.95 3.2600 28'-0 0.000171 0.005 2fE(6'-9) 190 214'-0 1.11 3 2'-1 120 37.275 Flow(q)from Route 40 202 214'-0 � 12.06 3.2600 0.000204 2'-1 0.000 37.276 Total(Pt) Route 12 Route 13 14'-11 120 37.740 263 212'-11 0.79 3 (See Notes) Flow(q)from Route 29 37'-8 195 212'-11 0.79 3.2600 52' 7 0.000001 0.000 4E(9'-5) 195 212'-11 0.80 3 (See 11'-8 120 37.740 Notes) Flow(q)from Route 22 13'-5 -0.723 261 214'-7 1.60 3.2600 25' 2 0.000005 0.000 2fE(6'-9) 37.018 Total(Pt) Route 13 L©M.E.P.CAD, Inc. 45 AutoSPRINK®12 v12.1.1.0 Main Level S1&2 Aux( 12/6/2018 7:17:26AM Page 12 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Aux Gym Calc Area 6 Date: 12/6/2018 Pipe Information 1 Flow added Length -I C FactorNotes Elev 1 Fittings& fotal(Pt) Node 1 K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (Foot) (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Total (Foot) /. Foot (PSS) to(Pf)and shown as a (Q) (Foot) (Foot) Friction(Pf) negative value. 192 213'-0 16.25 3 18'-0 120 37.239 Route 14 Flow(q)from Route 33 32''''' P''° 0.000109 191 213'-0 8.58 3.2600 18'-0 0.002 191 213'-0 1,/2 (See 112'-11 120 37.241 P0(9.-11) Notes) 56'-11 -0.686 262 214'-7 8.58 1.6820 - 0.002727 - 11 LtE(2'-6), P0(9'-11), C(9'-11' 169'-10 0.463 37.018 Total(Pt) Route 14 120'-4 120 37.239 Route 15 192 213'-0 16.25 1'/2 (See -'O(9'-11), Flow(q)from Route Notes) 91'-7 -0.434 33 z` 0.002219 - 15LtE(2'-6), 7E(4'-11), 202 214'-0 7.67 1.6820 211'-11 0.470 PO(9'-11) 37.276 Total(Pt) Route 15 Route 16'-7 120 34.338 260 208'-9 68.47 +4.29 3 (See 101Flow(q)from Route 17 and 35 Notes) 61'-10 1.192 0.005672 4fE(6'-9),2fT(17'-6) 219 206'-0 72.76 3.2600 163'-5 0.927 36.457 Total(Pt) Route 16 259 208'-9 65.18 + 3.28 3 7'-0 120 34.303 Route 17 Flow(q)from Route 23 and 34 1FV' 0.005069 260 208'-9 s `, 68.47 3.2600 7'-0 0.035 34.338 Total(Pt) Route 17 264 206'-2 3 (See 13'-2 120 35.530 Route 18 Notes) 13'-5 0.506 225 205'-0 At 16.78 3.2600 0.000376 -' 2fE(6'-9) 26'-7 0.010 225 205'-0 1 1/2 (See 22'-6 120 36.045 P0(9.-11) Notes) 27'-3 -0.318 223 205'-9 0.009436 - 16.78 1.6820 49' 9 0.469 3LtE(2'-6), T(9'-11) 223 205'-9 1,/2 (See 98'-4 120 36.196 Notes) 19'-10 -0.092 220 205'-11 8.41 1.6820 0.002630 4LtE(2'-6), P0(9'-11) 118'-1 0.311 220 205'-11 8.37 3 10'-11 120 36.414 Flow(q)from Route 30 -0.094 221 206'-2 e 16.78 3.2600 0.000376 - 10'-11 0.004 36.325 Total(Pt) Route 18 0 M.E.P.CAD, Inc le AutoSPRINK®12 v12.1.1.0 Main Level S1&2 Aux< 12/6/2018 7:17:26AM Page 13 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Aux Gym Calc Area 6 Date: 12/6/2018 Pipe Information I Flow added I Length C Factor Notes Elev 1 Fittings& g Total(Pt) Node 1 K-Factor this step Nominal IDtFoo (Foot) (q) Devices (Foot) Fitting/DeviceLength)(Equivalent Fitting Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit - applicable,are added directly Node 2 Actual ID Length Total (Foot) (Q) (Foot) (Foot) (psi) Friction(Pf) to(Pf)and shown as a negative value. 252 213'-3 1% (See 68'-3 120 32.016 Route 19 Notes) P0(9.-11) ;. 29'-8 1.184 216 210'-7 6.98 1.6820 0.001861 - 4LtE(2'-6),Z, P0(9'-11) ,:. 9T 11 0.182 33.382 Total(Pt) Route 19 242 214'-7 11/2 (See 65'-6 120 31.453 Route 20 P0(9'-11), C(9'-11) Notes) 37.-1 1.184 0.001704 215 211'-10 `' 6.65 1.6820 102.-7 0.175 3LtE(2' 6), PO(9' 11) 32.811 Total(Pt) Route 20 12'-6 120 37.735 Route 21 188 212'-11 3.48 3 Flow(q)from Route 31 0.000020 189 212'-11 3.48 3.2600 12'-6 0.000 189 212'-11 3 (See 20'-0 120 37.736 Notes) 40.-4 265 212'-11 k u4 2.37 3.2600 0.000010 - 6fE(6'-9) 60'-4 0.001 265 212'-11 1% (See 89'-8 120 37.736 Notes) 34'-8 -0.723 P0(9'-11) y O 261 214.-7 0.78 1.6820 0.000032 -2LtE(2'-6), P0(9'-11), C(9'-11) , _ 124'-4 0.004 37.018 Total(Pt) Route 21 265 212'-11 3 (See 11'-6 120 37.736 Route 22 Notes) 13'-5 194 212'-11 �` 1.60 3.2600 25' 0 0.000005 0.000 2fE(6' 9) 194 212'-11 11/2 (See 89'-6 120 37.736 Notes) 19'-10 P0(9.-11) V 195 212.-11 0.80 1.6820 0.000034 - P0(9'-11) , 109'-4 0.004 37.740 Total(Pt) Route 22 258 210'-0 68.71 3 (See 14'-10 120 33.581 Route 23 Notes) Flow(q)from Route 25 20'-2 0.559 0.004628 259 208'-9 65.18 3.2600 35' 0 0.162 3fE(6'-9) :i 34.303 Total(Pt) Route 23 258 210'-0 68.71 11/2 (See 68'-6 120 33.581 Route 24 Notes) PO(9'-11), Flow(q)from Route 34'-8 1.184 25 41 218 207'-4 w J 3.53 1.6820 0.000527 - 6LtE(2'-6), P0(9'-11) 103'-2 0.054 34.820 Total(Pt) Route 24 ,.©M.E.P.CAD, Inc. NoAutoSPRINK®12 v12.1.1.0 Main Level S1&2 Aux( 12/6/2018 7:17:26AM Page 14 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Aux Gym Calc Area 6 Date: 12/6/2018 Pipe Information 1.Flow added I I Length C Factor I 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,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Total (psi) to(Pf)and shown as a (Foot) (Q) Friction(Pf) (Foot) (Foot) negative value. 11'-0 120 33.086 Route 25 257 211'-1 73.88 3 Flow(q)from Route 27 0.439 258 210'-0 ` '' 68.71 3.2600 0.005102 11'-0 0.056 33.581 Total(Pt) Route 25 (See 65'-6 120 33.086 Route 26 257 211.-1 73.88 1'/z Notes) -10(9'-11), Flow(q)from Route 24'-9 1.184 27 256 208'-4 °``"'"- 5.17 1.6820 0.001068 2LtE(2'-6), P0(9.-11) 90'-3 0.096 34.366 Total(Pt) Route 26 253 212.-8 3 2'-4 120 32.266 Route 27 0.093 - 0.006865 - 269 212'-6 80.66 3.2600 2'-4 0.016 269 212.-6 3 15-7 120 32.375 0.621 257 211'-1 73.88 3.2600 15°-7 0.005835 0.091 33.086 Total(Pt) Route 27 (See 71'-0 120 32.375 Route 28 269 212' 6 1% Notes) P0(9'-11) 29'-8 1.404 0.001766 - 4LtE(2' 6), PO(9' 11) 217 209.-3 6.78 1.6820 100'-9 0.178 33.956 Total(Pt) Route 28 194 212'-11 3 13'-10 120 37.736 Route 29 270 212'-11 f 0.79 3.2600 - 0.000001 - 13'-10 0.000 270 212'-11 1'/z (See 89'-6 120 37.736 Notes) P0(9'-11) 19'-10 i'114 263 212'-110.79 1.6820 - 0.000033 - P0(9'-11) y. 109'-4 0.004 37.740 Total(Pt) Route 29 222 205.-9 8.37 3 10'-11 120 36.507 Route 30 Flow(q)from Route 41 -0.094 220 205.-1 1 8.37 3.2600 0.000104 10'-11 0.001 Ft 36.414 Total(Pt) Route 30 (See 94'-6 120 37.194 Route 31 178 214' 0 1'/z Notes) P0(9'-11) 44'-7 0.470 0.000514 10LtE(2' 6), PO(9' 11) 188 212.-11 3.48 1.6820 139'-1 0.071 ©M.E.P.CAD, Inc. Al AutoSPRINK®12 v12.1.1.0 Main Level S1&2 Aux( 12/6/2018 7:17:26AM Page 15 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Aux Gym Calc Area 6 Date: 12/6/2018 Pipe Information Flow added I 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,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 (Foot) ..,': (Q) Actual ID Length Total (psi) (Pf)Pf and shown as a (Foot) Friction(Pf) to (Foot) negative value. 37.735 Total(Pt) Route 31 211 213'-4 3 18'-5 120 31.429 Route 32 213 213'-4 1.49 3.2600 0.000004 �% 18'-5 0.000 31.429 Total(Pt) Route 32 193 213'-0 3 (See 7'-1 120 37.230 Route 33 fT(17'-6) Notes) 17'-6 0.000 192 213'-0 16.25 3.2600 0.000354 - 24'-7 0.009 37.239 Total(Pt) Route 33 (See71'-4 120 35.436 Route 34 274 206'-0 11/2 P0(9'-11) Notes) 56'-11 -1.192 259 208'-9 3.28 1.6820 0.000462 -11 LtE(2'-6), P0(9'-11), C(9'-11; 128'-3 0.059 34.303 Total(Pt) Route 34 275 206'-0 11/2 (See 68'-11 120 35.450 Route 35 Notes) PO(9'-11) 37'-1 -1.192 260 208'-9 4.29 1.6820 0.000757 3LtE(2'-6), P0(9'-11), C(9'-11) 106'-1 0.080 34.338 Total(Pt) Route 35 Route 36 111'-10 120 35.472 201 212'-0 1'/z (See P0(9'-11) Notes) 47'-0 -0.867 175 214'-0 22.19 1.6820 158' 10 0.015821 2.513 7LtE(2'-6), 2E(4'-11), P0(9'-11; 37.119 Total(Pt) Route 36 (See112'-10 120 35.988 Route 37 200 212' 0 1'/z P0(9'-11) Notes) 66'-10 -0.867 176 214'-0 18.38 1.6820 0.011168 1LtE(2'-6), 6E(4'-11), P0(9'-11; k�" 179'-8 2.006 37.127 Total(Pt) Route 37 (See118'-11 120 36.421 Route 38 199 212' 0 1'/z Notes) P0(9'-11) 59'-5 -0.867 177 214'-0 16.32 1.6820 0.008967 8LtE(2'-6), 4E(4'-11), P0(9'-11) i, 178'-4 1.599 37.153 Total(Pt) Route 38 198 213'-0 1'h (See 113'-2 120 36.768 Route 39 P0(9.-11) Notes) 47'-0 -0.434 179 214'-0 :' 12.43 1.6820 0.005418 - 11 LtE(2'-6), P0(9'-11) 160'-2 0.868 37.202 Total(Pt) Route 39 L.©M.E.P.CAD, Inc. km AutoSPRINK®12 v12.1.1.0 Main Level S1&2 Aux( 12/6/2018 7.17:26AM Page 16 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Aux Gym Calc Area 6 Date: 12/6/2018 Pipe Information 1 Flow added l I I Length C Factor I Notes Elev 1 Fittings& Total(Pt) this step Node 1 (Foot) K-Factor Nominal ID Devices (Foot) _ Fitting/Device(Equivalent (a) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length TotalFriction(Pf) (Foot) (Q) Foot (psi) to(Pf)and shown as a (Foot) (Foot) negative value. Route 40 99'-10 120 37.736 189 212'-11 1'h (See P0(9.-11) Notes) 52'-0 -0.470 0.000062 8LtE(2'-6),T(9'-11), LtE(2'-0), 190 214'-0 <* 1.11 1.6820 151'-10 0.009 P0(9'-11) 37.275 Total(Pt) Route 40 223 205'-9 1% (See99'-0 120 36.196 Route 41 Notes) 19'-10 0.001 222 '' 8 205' 9 .37 1.6820118'-10 0.002605 0.309 4LtE(2'-6), P0(9'-11) 36.507 Total(Pt) Route 41 4713 192'-1 27.80 4 (See 3'-1 120 50.532 Route 42 Notes) Flow(q)from Route 43 42'-2 1.353 4709 189'-0 27.80 4.2600 45'-3 0.000260 0.012 f(-0.000), BV(15'-10), P0(26'-4) 1'-6 120 51.897 4709 189'-0 6 4703 189'-0 27.80 6.3570 0.000037 1'-6 0.000 51.897 Total(Pt) Route 42 4707 192'-1 2 (See 5'-0 120 50.092 Route 43 Notes) P0(10'-0) . 45'-0 4713 192'-1 27.80 2.0670 50'-0 0.008796 0.440 2AngV(5'-0), 1(10'-0), E(5'-0), P0(10'-0) 50.532 Total(Pt) Route 43 ,©M.E.P.CAD, Inc. di AutoSPRINK®12 v12.1.1.0 Main Level S1&2 Aux( 12/6/2018 7:17:26AM Page 17 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Aux Gym Calc Area 6 Date: 1226/2018 [E4 ffnt ipe Lengths of Valved and Fittings(0=120,only): `�[C Vvi Mui;(® I 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 Fittingegertd 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'/4° Elbow Ee2 22'/2° Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic 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 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. 45AutoSPRINK®12 v12.1.1.0 Main Level S1&2 Aux( 12/6/2018 7:17:26AM Page 18 Hydraulic Graph Job Name: Tigard High School Renovations N 1.85 Remote Area Number: Main Level S1&2 Aux Gym Calc Date: 12/6/2018 Area 6 100 _ Water Supply Summary Sheet 90--Static Pressure 89.000 Node: 10 ?"--1-4-77.49 @ 88.729 1753.00 86.000 80 70 60=- 227.49aL7 58.733 :1111 AP I - 477.49 with Hose Allowance at Source 50 40 System demand curve 30 20 10 0 11111111111 111 1 1 1 1 1 1 111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 11 I 1 I I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0350 700 1050 1400 1750 2100 2450 2800 3150 3500 Flow-gpm (N�©M.E.P.CAD, Inc. 411 AutoSPRINK® 12 v12.1.1.0 12/6/2018 7:17:15AM Page 2 Hydraulic Calculations for Project Name: Tigard High School Renovations Location: 9000 SW Duram Rd., Tigard, Oregon, Drawing Name: All Levels Imported from Revit 7-21-18.cad Calculation Date: 11/16/2018 Design Remote Area Number: Main Level S1&2 Storage & Mechanical Calc Area 5 Occupancy Classification: Ordinary Group I Density: 0.150gpm/ft2 Area of Application: 1500.00ft2 (Actual 1593.74ft2) Coverage per Sprinkler: 130.00ft2 Type of sprinklers calculated: Upright No. of sprinklers calculated: 15 Type of System: Volume of Dry or PreAction System: N/A In-rack Demand: N/A gpm at Node: N/A Hose Streams: 250.00 at Node: 10 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 10: 554.48 @ 51.560 Water Supply Information: Name of Contractor:McKinstry Co. Address: 16790 NE Mason St Suite 100, Portland, Oregon Phone Number: Name of designer: Dana Thompson Authority Having Jurisdiction Notes: Automatic peaking results Left: 51.560 Right: 51.560 ��REp PROPe, " cep % 64657 P 9 C f N EXP,R.E1-3 12-3' 18 �. © M.E.P.CAD, Inc. illAutoSPRINK® 12 v12.1.1.0 Main Level S1 11/16/2018 2:42:53PM Page 1 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Storage & Mechanic Date: 11/16/2018 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) @ (gpm) (psi) (gpm) (psi) 10 Water Supply 89.000 86.000 1753.00 88.643 554.48 51.560 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 10 189'-7 Supply 51.560 304.48 701 214'-2 Sprinkler 12.125 19.50 702 214'-2 Sprinkler 12.192 19.55 703 214'-2 Sprinkler 12.420 19.74 704 214'-2 Sprinkler 12.925 20.13 705 214'-2 Sprinkler 12.129 19.50 706 214'-2 Sprinkler 12.273 19.62 707 214'-2 Sprinkler 12.714 19.97 708 212'-10 Sprinkler 12.781 20.02 709 212'-10 Sprinkler 12.873 20.09 710 212'-10 Sprinkler 13.231 20.37 711 212'-10 Sprinkler 12.782 20.02 712 212'-10 Sprinkler 12.905 20.12 713 212'-10 Sprinkler 13.321 20.44 714 211'-6 Sprinkler 16.437 22.70 715 211'-6 Sprinkler 16.440 22.71 9 189'-7 45.120 140 188'-0 44.901 141 184'-0 46.718 &C,M.E.P.CAD, Inc. dlAutoSPRINK®12 v12.1.1 11/16/2018 2:43:06PM Page 3 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Storage & Mechanic Date: 11/16/2018 Node Number !Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 175 214'-0 26.912 176 214'-0 26.926 177 214'-0 26.968 178 214'-0 27.036 179 214'-0 27.049 180 214'-0 27.185 181 214'-0 29.087 188 212'-11 27.627 189 212'-11 27.628 190 214'-0 27.171 191 213'-0 27.182 192 213'-0 27.181 193 213'-0 27.173 194 212'-11 27.629 195 212'-11 27.636 198 213'-0 26.351 199 212'-0 25.426 200 212'-0 24.676 201 212'-0 23.789 202 214'-0 27.172 205 215'-11 15.535 215 211'-10 16.392 216 210'-7 17.179 L ©M.E.P.CAD, Inc. + AutoSPRINK® 12 v12.1.1 11/16/2018 2:43:06PM Page 4 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Storage & Mechanic Date: 11/16/2018 Node Number I Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (g pm) 217 209'-3 18.035 218 207'-4 19.154 219 206'-0 23.233 220 205'-11 23.047 221 206'-2 22.967 222 205'-9 23.137 223 205'-9 22.151 225 205'-0 20.975 242 214'-7 16.187 252 213'-3 17.002 253 212'-8 17.833 254 213'-4 21.255 255 213'-2 15.697 256 208'-4 18.591 257 211'-1 18.590 258 210'-0 19.076 259 208'-9 19.870 260 208'-9 19.936 261 214'-7 26.913 262 214'-7 26.913 263 212'-11 27.636 264 206'-2 20.438 265 212'-11 27.629 ( ©M.E.P.CAD, Inc. MAutoSPRINK®12 v12.1.1 11/16/2018 2:43:06PM Page 5 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Storage & Mechanic Date: 11/16/2018 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 269 212'-6 17.938 270 212'-11 27.629 274 206'-0 19.967 275 206'-0 20.027 4703 189'-0 43.813 4707 192'-1 41.685 4709 189'-0 43.812 4713 192'-1 42.439 L,©M.E.P.CAD, Inc. 5AutoSPRINK®12 v12.1.1 11/16/2018 2:43:06PM Page 6 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Storage& Mechanical Calc Area 5 Date: 11/16/2018 Pipe Information 1 Flow added 1 Length C Factor Notes Elev 1 this step 'Fittings& 1 Total(Pt) Node 1 (Foot) K.Factor Nominal:D Devices (Foot) _ Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 �. Actual ID Length Total (Foot) -, \ (Q) Foot (Psi) Friction(Pf) to(Pf)and shown as a ( ) (Foot) negative value. Route 1'-2 120 12.125 701 214'-2 5.6 19.50 1'/2 (See 8Sprinkler Notes) 702 214'-2 15.52 1.6820 0.008162 \� 8'-2 0.067 702 214'-2 5.6 19.55 11/2 (See 6'-2 120 12.192 Notes) Sprinkler 703 214' 2 35.07 1.6820 0.036897 6'-2 0.228 703 214'-2 5.6 19.74 1'% (See 6'-0 120 12.420 Notes) Sprinkler 704 214'-2 i 54.80 1.68206 0 0.084272 0.506 704 214'-2 5.6 20.13 1'/2 (See 10'-0 120 12.925 Notes) Sprinkler, 12'-4 -0.751 0.150338 205 215'-11 74.94 1.6820 22' 4 3.361 LtE(26)' PO(911) 14'-3 120 15.535 205 215'-11 3 0.567 0.005991 - 242 214'-7 74.94 3.2600 14'-3 0.085 242 214'-7 58.87 3 14'-3 120 16.187 Flow(q)from Route 3 0.567 252 213'-3 133.81 3.2600 - 0.017510 - 14'-3 0.249 252 213'-3 25.53 3 (See 6'-5 120 17.002 Notes) Flow(q)from Route 5 17'-6 0.254 253 212'-8 A•1 159.34 3.2600 0.024187 - f-1(17.-6)23'-10 0.577 253 212'-8 3 (See 143'-7 120 17.833 Notes) 57'-9 -0.287 254 213'-4 137.51 3.2600 - 0.018416 - 3fE(6'-9), P0(20'-2),fT(17'-6) 201'-4 3.708 r 254 213'-4 166.97 3 (See 17'-7 120 21.255 Notes) Flow(q)from Route 2 6'-9 0.589 0.080144 201 212'-0 304.48 3.2600 fE(6'-9) 24'-3 1.945 13'-4 120 23.789 201 212'-0 3 200 212'-0 275.25 3.2600 0.066493 13'-4 0.887 w 13'-4 120 24.676 200 212'-0 3 199 212'-0 251.39 3.2600 - 0.056223 - 13'-4 0.750 k©M.E.P.CAD, Inc. {fiAutoSPRINK®12 v12.1.1.0 Main Level S1&2 Stora 11/16/2018 2:43:11PM Page 7 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Storage& Mechanical Calc Area 5 Date: 11/16/2018 Pipe Information Flow added I Length C Factor Elev 1 Fittings& I 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,when Elev 2 '% Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 = Actual ID Length Total (Foot) ��,‘ (Q) (Foot) (psi) Friction(Pf) to(Pf)and shown as a (Foot) negative value. 199 212'-0 3 (See 15'-0 120 25.426 Notes) 13'-5 -0.434 198 213'-0 �� 230.20 3.2600 28' S 0.047772 1.359 2fE(6'-9) 198 213'-0 3 (See 1-11 120 26.351 Notes) 17'-6 -0.000 193 213'-0 • 215.84 3.2600 0.042408 fT(17'-6) 19'-5 0.822 193 213'-0 3 (See 39'-3 120 27.173 Notes) 24'-2 -0.434 181 214'-0 200.47 3.2600 63'-6 0.036989 - 2.347 fE(6'-9),fT(17' 6) 181 214'-0 104.01 4 (See 71'-10 120 29.087 Notes) Flow(q)from Route 7 71'-1 9.485 4707 192'-1 304.48 4.2600 0.021778 T(26'-4), 5fE(8'-11) 143'-0 3.113 4707 192'-1 4 (See 3'-1 120 41.685 Notes) 42'-2 1.353 0.017112 4703 189'-0 267.28 4.2600 f( 0.000), BV(15' 10), 45'-3 0.774 P0(26'-4) 4703 189'-0 37.20 6 (See 97'-11 120 43.813 Notes) Flow(q)from Route 36 113'-2 0.434 140 188'-0 304.48 6.3570 0.003100 P0(37'-9), 6fE(12'-7) 211'-1 0.654 140 188'-0 6 (See 19'-5 140 44.901 Notes) 14'-2 1.734 141 184'-0 w� 304.48 6.2800 0.002474 LtE(14'-2) 33'-8 0.083 141 184'-0 6 (See 269'-1 150 46.718 Notes) 53'-11 -2.415 9 189'-7 304.48 6.0900 0.002529 5EE(10'-9) w4 323'-0 0.817 9 189'-7 8 (See 282'-10 150 45.120 Notes) 33'-2 10 189' 7 304.48 7.9800 0.000678 2EE(13'-7), BFP(-6.226), 316'-1 6.440 GV(6'-0), S 250.00 51.560 Hose Allowance At Source 10 % 554.48 Total(Pt) Route 1 : y 701 214'-2 5.6 19.50 1'/2 (See 6'-2 120 12.125 Route 2 Notes) Sprinkler \ 0.000660 - 705 214'-2 3.98 1.6820 6'-2 0.004 ( ,©M.E.P.CAD, Inc. 4fi AutoSPRINK®12 v12.1.1.0 Main Level S1&2 Stora 11/16/2018 2.43:11PM Page 8 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Storage& Mechanical Calc Area 5 Date: 11/16/2018 Pipe Information E I Flow added I { Length C Factor i Notes Elev 1 Fittings& Total(Pt) Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) _- Fitting/Device(Equivalent (q) Fitting Pf Friction Elev Pe Length) ( ) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 ',', ' Actual ID Length Total (Foot) (Q) (Foot) Foot (psi) Friction(Pf) to(Pf)and shown as a , (Foot) negative value. 705 214'-2 5.6 19.50 1'/2 (See 8'-2 120 12.129 Notes) Sprinkler mow 706 214'-2 23.49 1.6820 0.017577 8'-2 0.144 706 214'-2 5.6 19.62 1'% (See 8'-2 120 12.273 Notes) Sprinkler w0 ii ,. 707 214'-2 s 43.11 1.6820 0.054048 - 8'-2 0.441 707 214'-2 5.6 19.97 1'/2 (See 10'-11 120 12.714 Notes) Sprinkler, 12'-4 0.432 255 213'-2 63.07 1.6820 0.109296 LtE(2'-6), P0(9'-11) it 23'-4 2.550 255 213'-2 3 (See 16'-0 120 15.697 Notes) 13'-5 0.567 - 215 211'-10 63.07 3.2600 29 5 0.004355 0.128 2fE(6'-9) 215 211'-10 62.19 3 14'-3 120 16.392 Flow(q)from Route 4 0.567 216 210'-7 1" 125.26 3.2600 14'-3 0.015496 0.220 216 210'-7 19.88 3 14'-3 120 17.179 Flow(q)from Route 6 0.567 217 209'-3 145.14 3.2600 0.020352 14'-3 0.290 10'-1 120 18.035 217 209'-3 3 0.401 256 208'-4 , 125.21 3.2600 0.015485 10'-1 0.156 256 208'-4 1'/2 (See 65'-6 120 18.591 P0(9'-11) Notes) 24'-9 -1.184 257 211'-1 20.04 1.6820 90' 3 0.013108 1.183 2LtE(2'-6), P0(9'-11) 257 211'-1 41.77 3 11'-0 120 18.590 Flow(q)from Route 18 0.439 %"' 0.004195 258 210'-0 61.81 3.2600 g 11'-0 0.046 258 210'-0 17.98 3 (See 14'-10 120 19.076 Notes) Flow(q)from Route 23 20'-2 0.559 259 208'-9 79.79 3.2600 35'-0 0.006727 0.235 3fE(6'-9) 259 208'-9 15.90 3 7'-0 120 19.870 Flow(q)from Route 28 0.009416 260 208'-9 95.69 3.2600 7'-0 0.066 /,©M E.P.CAD, Inc. MAutoSPRINK®12 v12.1.1.0 Main Level S1&2 Stora 11/16/2018 2:43:11PM Page 9 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Storage& Mechanical Calc Area 5 Date: 11/16/2018 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,when Elev 2 ',.A. Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Totalto( Friction( f) ) (Foot) (Q) (Foot) (Foot) (psi) ( f) Pf and shown as a negative value. 260 208'-9 17.67 3 (See 101'-7 120 19.936 Notes) Flow(q)from Route 29 61'-10 1.192 219 206'-0 113.36 3.2600 0.012884 4fE(6' 9), 2fT(17'-6) 163'-5 2.105 219 206'-0 53.61 3 (See 15'-1 120 23.233 Notes) Flow(q)from Route 14 30'-11 -3.191 254 213'-4 "a ; 166.97 3.2600 0.026374 2fE(6'-9),fT(17'-6) 45'-11 1.212 21.255 Total(Pt) Route 2 Route 3'-2 120 12.781 708 212'-10 5.6 20.02 1'/z (See 8Sprinkler Notes) p Nr 709 212'-10 18.41 1.6820 0.011204 •, 8'-2 0.091 ( 8'-2 120 12.873 709 212' 10 5.6 20.09 1'h Notes) Sprinkler 710 212'-10 38.50 1.6820 0.043862 - 1. .8 '-2 0.358 710 212'-10 5.6 20.37 11A (See 14'-0 120 13.231 Notes) Sprinkler, 24'-9 -0.775 242 214'-7 %% 58.87 1.6820 38'-9 0.096216 3.731 2LtE(2'-6), P0(9.-11), C(9'-11) 1 16.187 Total(Pt) Route 3 Route 4'-2 120 12.781 708 212'-10 5.6 20.02 11/2 (See 6Sprinkler Notes) p 711 212'-10 ,/ t'' ''' 0.000123 - 1.61 1.6820 6'-2 0.001 711 212'-10 5.6 20.02 11A (See 8'-2 120 12.782 Notes) Sprinkler 712 212'-10 21.63 1.6820 0.015090 8'-2 0.123 (See8'-2 120 12.905 712 212'-10 5.6 20.12 1'/z Notes) Sprinkler 713 212'-10 41.75 1.6820 0.050936 8'-2 0.416 713 212'-10 5.6 20.44 11/2 (See 12'-8 120 13.321 Notes) Sprinkler, ��f, 12'-4 0.408 215 211'-10 ';A 62.19 1.6820 25' 0 0.106464 2.662 LtE(2'-6), P0(9'-11) 16.392 Total(Pt) Route 4 (See8'-2 120 16.437 Route 5 714 211' 6 5.6 22.70 1'/2 Sprinkler Notes) p 715 211'-6 2.82 1.6820 0.000349 - 8'-2 0.003 &.©M.E.P.CAD, Inc. 45 AutoSPRINK®12 v12.1.1.0 Main Level S1&2 Stora 11/16/2018 2:43:11PM Page 10 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Storage& Mechanical Calc Area 5 Date: 11/16/2018 Pipe Information Flow added l Length C Factor I Notes Elev I Fittings& Total(Pt) this step Node 1 (Foot) K-Factor Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Total (Foot) (Q) Foot (psi) Friction(Pf) to(Pf)and shown as a l ) (Foot) negative value. 715 211'-6 5.6 22.71 1% (See 47'-5 120 16.440 Notes) Sprinkler, 17'-4 -0.765 4.252 213'-3 25.53 1.6820 64-9 0.020505 1 328 Z, 3LtE(2'-6), P0(9'-11) 17.002 Total(Pt) Route 5 (See12'-8 120 16.437 Route 6 714 211' 6 5 6 22.70 11/2 Notes) Sprinkler, 12'-4 0.418 216 210'-7 // 19.88 1.6820 0.012913 LtE(2'-6), P0(9'-11) 25'-0 0.323 17.179 Total(Pt) Route 6 179 214'-0 69.65+ 14.36 3 (See 0,-11 120 27.049 Route 7 Notes) Flow(q)from Route 13 and 33 17'-6 180 214'-0 , 84.00 3.2600 18'-5 0.007400 0.136 fT(17'-6) 180 214'-0 20.01 3 (See 72'-3 120 27.185 Notes) Flow(q)from Route 8 100'-10 0.000 0.010987 11 fE 6 9 181 214'-0 k �; 104.01 3.2600 173' 1 1.901 ( ) E(9'-5),fT(17' 6) 29.087 Total(Pt) Route 7 202 214'-0 12.74+7.26 3 (See 8'-1 120 27.172 Route 8 Notes) Flow(q)from Route 9 and 12 17'-6 180 214'-0 20.01 3.2600 25'-7 0.000521 0.013 fT(17'-6) 27.185 Total(Pt) Route 8 261 214'-7 2.18+ 1.06 3 2'-3 120 26.913 Route 9 Flow(q)from Route 10 and 16 262 214'-7 3.24 3.2600 0.000018 - 2'-3 0.000 262 214'-7 8,11 3 (See 14'-6 120 26.913 Notes) 13'-5 0.253 Flow(q)from Route 11 190 214'-0 11.36 3.2600 28'-0 0.000183 0.005 2fE(6'-9) 190 214'-0 1.39 3 2'-1 120 27.171 Flow(q)from Route 34 202 214'-0 12.74 3.2600 0.000226 2'-1 0.000 27.172 Total(Pt) Route 9 263 212'-11 1.08 3 (See 14'-11 120 27.636 Route 10 Notes Flow(q)from Route 19 37'-8 0.000002 1 1.08 3.2600 4E(9'-5) 195 212' 11 52'-7 0.000 k,©M.E.P.CAD, Inc. MAutoSPRINK®12 v12.1.1.0 Main Level S1&2 Stora 11/16/2018 2.43:11PM Page 11 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Storage& Mechanical Calc Area 5 Date: 11/16/2018 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 Le th) (q) Fitting Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Total (Foot) (Q) (psi) to Pf and shown as a (Foot) (Foot) Friction(Pf) ( ) negative value. 195 212'-11 1.10 3 (See 11'-8 120 27.636 Notes) Flow(q)from Route 17 13'-5 -0.723 261 214'-7 `'� 2.18 3.2600 25' 2 0.000009 0.000 2fE(6'-9) 26.913 Total(Pt) Route 10 18'-0 120 27.181 Route 11 192 213'-0 15.38 3 Flow(q)from Route 27 191 213'-0 8.11 3.2600 0.000098 18'-0 0.002 191 213'-0 11/2 (See 112'-11 120 27.182 Notes) P0(9'-11) 56'-11 -0.686 262 214'-7 t' 8.11 1.6820 0.002458 -11 LtE(2' 6), P0(9'-11), C(9' 11; 169'-10 0.417 26.913 Total(Pt) Route 11 192 213'-0 15.38 1'/2 (See120'-4 120 27.181 Route 12 0.434 �O(9' 11), Flow(q )from Route Notes) 91'-7 0.002005 202 214'-0 7.26 1.6820 211'-11 0.425 15LtE(2' 6), 7E(4'-11), P0(9'-11) 27.172 Total(Pt) Route 12 13'-4 120 26.926 Route 13 176 214'-0 29.23+23.86 3 Flow(q)from Route 21 and 31 177 214'-0 53.10 3.2600 0.003167 - 13'-4 0.042 177 214'-0 21.19 3 11'-7 120 26.968 Flow(q)from Route 32 178 214' 0 s'~ 74.28 3.2600 0.005894 ,,, 11'-7 0.068 2'-5 120 27.036 178 214'-0 3 - 179 214'-0 69.65 3.2600 2'-5 0.005232 0.013 27.049 Total(Pt) Route 13 (See117'-2 120 20.438 Route 14 264 206' 2 53.61 1'/2 Notes 'O(9'-11), Flow(q)from Route 42'-1 0.001 22 221 206'-2 22.23 1.6820 0.015875 5LtE(2'-6),T(9'-11), P0(9'-11) 159'-3 2.528 221 206'-2 31.38 3 (See 20'-5 120 22.967 Notes) 40'4 0.071 Flow(q)from Route 15 219 206'-0 53.61 3.2600 0.003224 - 6fE(6'-9) 60'-9 0.196 23.233 Total(Pt) Route 14 1f ,©M.E.P.CAD, Inc. AutoSPRINK®12 v12.1.1.0 Main Level S1&2 Stora 11/16/2018 2:43:11PM Page 12 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Storage& Mechanical Calc Area 5 Date: 11/16/2018 Pipe Information 1 , I Flow added Length I C Factor I .1- Notes Elev 1 this stepFittings& otal(Pt) Node 1 ! (Foot) K-Factor Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Total (psi) to Pf and shown as a (Foot) (Q) (Foot) (Foot) Friction(Pf) ( ) negative value. 264 206'-2 53.61 3 (See 13'-2 120 20.438 Route 15 Notes) Flow(q)from Route 22 13'-5 0.506 225 205'-0 'ir, 31.38 3.2600 0.001197 2fE(6'-9) 26'-7 0.032 225 205'-0 11/2 (See 22'-6 120 20.975 Notes) PO(9'-11) 27'-3 -0.318 223 205'-9 ,'> y; 31.38 1.6820 49 9 0.030044 - 1.494 3LtE(2'-6), T(9'-11) 223 205'-9 1'/2 (See 98'-4 120 22.151 Notes) 19'-10 -0.092 0.008374 220 205'-11 •, 15.73 1.6820 118'-1 0.989 4LtE(2'-6), PO(9'-11) cs 220 205'-11 15.65 3 10'-11 120 23.047 Flow(q)from Route 20 -0.094 221 206'-2 31.38 3.2600 - 10'-11 0.001197 - - 0.013 22.967 Total(Pt) Route 15 188 212' 11 4.63 3 12'-6 120 27.627 Route 16 Flow(q)from Route 24 189 212'-11 4.63 3.2600 0.000035 �„ 12'-6 0.000 189 212'-11 3 (See 20'-0 120 27.628 Notes) 40'-4 265 212'-11 `3 .24 3.2600 0.000018 - 6fE(6'-9) 60'-4 0.001 265 212'-11 1'/2 (See 89'-8 120 27.629 P0(9'-11) Notes) 34'-8 -0.723 261 214'-7 'c 1.06 1.6820 0.000057 2LtE(2'-6), P0(9'-11), C(9'-11) 124'-4 0.007 26.913 Total(Pt) Route 16 265 212'-11 3 (See 11'-6 120 27.629 Route 17 Notes) 13'-5 0.000009 194 212'-11 2.18 3.2600 2fE(6' 9) 25'-0 0.000 194 212'-11 11/2 (See 89'-6 120 27.629 P0(9.-11) Notes) 19'-10 195 212'-11 1 P0(9'-11) 109'-4 0.007 27.636 Total(Pt) Route 17 269 212'-6 19.93+21.83 3 15'-7 120 17.938 Route 18 Flow(q)from Route 25 and 26 0.621 257 211'-1 kt. 41.77 3.2600 0.002031 !' 15'-7 0.032 i,©M.E.P.CAD, Inc. 41AutoSPRINK®12 v12.1.1.0 Main Level S1&2 Stora 11/16/2018 2:43:11PM Page 13 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Storage & Mechanical Calc Area 5 Date: 11/16/2018 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (Foot) (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Total (Foot) (Q) (Foot) (psi) Friction(Pf) to(Pf)and shown as a (Foot) negative value. 18.590 Total(Pt) Route 18 194 212'-11 3 13'-10 120 27.629 Route 19 270 212'-11 1.08 3.2600 0.000002 13'-10 0.000 270 212'-11 1'/z (See 89'-6 120 27.629 Notes) PO(9'-11) 19'-10 263 212'-11 1.08 1.6820 0.000059 P0(9'-11) 109'-4 0.007 27.636 Total(Pt) Route 19 222 205' 9 15.65 3 10'-11 120 23.137 Route 20 Flow(q)from Route 35 -0.094 0.000331 — 220 205'-11 15.65 3.2600 10'-11 0.004 23.047 Total(Pt) Route 20 13'-2 120 26.912 Route 21 175 214'-0 29.23 3 Flow(q)from Route 30 176 214'-0 29.23 3.2600 0.001050 13'-2 0.014 26.926 Total(Pt) Route 21 256 208'-4 3 11'-0 120 18.591 Route 22 0.439 218 207'-4 105.16 3.2600 0.011213 11'-0 0.124 218 207'-4 3 (See 13'-7 120 19.154 Notes) 17'-4 0.568 274 206'-0 87.19 3.2600 0.007927 3fE(5'-9) 30'-11 0.245 11'-0 120 19.967 274 206'-0 3 275 206'-0 71.29 3.2600 0.005462 g.10",`4/ 11'-0 0.060 275 206'-0 3 (See 71'-10 120 20.027 Notes) 77'-11 -0.072 264 206'-2 53.61 3.2600 0.003224 9fE(6'-9),fT(17'-6) 149'-9 0.483 20.438 Total(Pt) Route 22 218 207'-4 1'/2 (See 68'-6 120 19.154 Route 23 P0(9'-11) Notes) 34'-8 -1.184 17.98 1.6820 0.010718 6LtE(2'-6), P0(9'-11) 258 210.-0 „ 103'-2 1.105 19.076 Total(Pt) Route 23 (may,©M.E.P.CAD, Inc. §9AutoSPRINK®12 v12.1.1.0 Main Level S1&2 Stora 11/16/2018 2:43:11PM Page 14 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Storage& Mechanical Calc Area 5 Date: 11/16/2018 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,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Total (psi) to(Pf)and shown as a (Foot) (Q) (Foot) (Foot) Friction(Pf) negative value. 94'-6 120 27.036 Route 24 178 214' 0 1'/z Notes) PO(9'-11) k< 44'-7 0.000872 0.470 188 212'-11 `c ' 4.63 1.6820 - 10LtE(2'-6), P0(9'-11) 139'-1 0.121 27.627 Total(Pt) Route 24 (See 71'-0 120 18.035 Route 25 217 209'-3 1'/z Notes) PO(9'-11) 29'-8 -1.404 269 212'-6 19.93 1.6820 0.012976 4LtE(2'-6), P0(9'-11) 100'-9 1.307 17.938 Total(Pt) Route 25 253 212'-8 3 (See 2'-4 120 17.833 Route 26 fT(17'-6) Notes)r 17'-6 0.093 269 212'-6 y 21.83 3.2600 - 0.000612 19' 10 0.012 17.938 Total(Pt) Route 26 193 213'-0 3 (See 7'-1 120 27.173 Route 27 fT 17'-6 Notes) 17'-6 0.000 192 213'-0 15.38 3.26000.000320 24'-7 0.008 27.181 Total(Pt) Route 27 71'-4 120 19.967 Route 28 274 206'-0 1'/z (See P0(9'-11) Notes) 56'-11 -1.192 259 208'-9 15.90 1.6820 0.008542 11 LtE(2'-6), P0(9'-11), C(9'-11; 128'-3 1.096 19.870 Total(Pt) Route 28 (See 68'-11 120 20.027 Route 29 275 206'-0 1'/z Notes) P0(9'-11) 37'-1 -1.192 260 208'-9 17.67 1.6820 0.010385 -3LtE(2'-6), P0(9'-11), C(9'-11) 106'-1 1.101 19.936 Total(Pt) Route 29 (See111'-10 120 23.789 Route 30 201 212'-0 1'/2 Notes) 39'-7 -0.867 P0(9'-11) 175 214'-0 29.23 1.6820 0.026347 - 8LtE(2'-6), P0(9'-11) 151'-5 3.990 26.912 Total(Pt) Route 30 (See112'-10 120 24.676 Route 31 200 212'-0 1'h Notes) P0(9'-11) .;... 59'-5 -0.867 176 214' 0 23.86 1.6820 0.018100 8LtE(2'-6), 4E(4'-11), P0(9'-11; 172'-3 3.117 26.926 Total(Pt) Route 31 [h+,©M.E.P.CAD, Inc. oAutoSPRINK®12 v12.1.1.0 Main Level S1&2 Stora 11/16/2018 2:43:11PM Page 15 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Storage & Mechanical Calc Area 5 Date: 11/16/2018 Pipe Information Flow added I I Length C Factor i I Notes Elev 1 Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID Foot (Foot) (q) Devices (Foot) -, Fitting/Device (Equivalent Fitting Pf Friction Elev Pe g ) Total Flow Equiv. (Foot) Loss Per Unit Fixed Pressure Losses,when Node 2 Elev 2 ;y Actual ID Length Total applicable,are added directly (Foot) (Q) (psi) to(Pf)and shown as a (Foot) (Foot) Friction(Pf) negative value. 199 212'-0 1% (See 118'-11 120 25.426 Route 32 Notes) PO(9'-11) 47'-0 -0.867 177 214'-0 • 21.19 1.6820 0.014523 11 LtE(2'-6), P0(9'-11) 165'-11 2.410 26.968 Total(Pt) Route 32 198 213'-0 1'h (See113'-2 120 26.351 Route 33 Notes) P0(9'-11) 47'-0 -0.434 179 214'-0 °' 14.36 1.6820 0.007069 11 LtE(2' 6), P0(9.-11) 160'-2 1.132 27.049 Total(Pt) Route 33 189 212'-11 1'h (See 99'-10 120 27.628 Route 34 Notes) P0(9'-11) 42'-1 -0.470 190 214'-0 :• 1.39 1.6820 0.000094 � - 9LtE(2'-6), P0(9'-11) 141'-11 0.013 27.171 Total(Pt) Route 34 223 205'-9 1'h (See 99'-0 120 22.151 Route 35 Notes) 19'-10 0.001 222 205'-9 ' 15.65 1.6820 0.008294 - 4LtE(2'-6), P0(9'-11) 118'-10 0.985 23.137 Total(Pt) Route 35 3'-1 120 42.439 Route 36 4713 192' 1 37.20 4 Notes) Flow(q)from Route 37 42'-2 1.353 — 4709 189'-0 37.20 4.2600 45'-3 0.000446 0.020 f(-0.000), BV(15' 10), P0(26'-4) 1'-6 120 43.812 4709 189'-0 6 4703 189'-0 37.20 6.3570 0.000063 - '-6 0.000 43.813 Total(Pt) Route 36 4707 192'-1 2 (See 5'-0 120 41.685 Route 37 Notes) 45'-0 P0(10'-0) 37.20 2.0670 0.015083 2AngV(5'-0), T(10'-0), E(5'-0), 4713 192'-1 ,k50'-0 0.754 P0(10'-0) 42.439 Total(Pt) Route 37 (,©M.E.P.CAD, Inc. 4 AutoSPRINK®12 v12.1.1.0 Main Level S1&2 Stora 11/16/2018 2:43.11PM Page 16 Job Name: Tigard High School Renovations Remote Area Number: Main Level S1&2 Storage & Mechanical Calc Area 5 Date: 11/16/2018 equivalent Pipe Lengths of Valves and iM tigs(0120 only) 11.—( 1 M14tl t r i 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 '''4.4 ;..4 ,.. 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 221/2° Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic 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 Reducing Valve PrV Pressure RefrefValve 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. 4iAutoSPRINK®12 v12.1.1.0 Main Level S1&2 Stora 11/16/2018 2:43:11PM Page 17 Hydraulic Graph Job Name: Tigard High School Renovations N 1.85 Remote Area Number: Main Level S1&2 Storage& Date: 11/16/2018 Mechanical Calc Area 5 100 _ Water Supply Summary Sheet 90-Static Pressure 89.000 Node: 10 1554.48 @ 88.643 1753.00 @ 86.000 80 — 70 60 N 304.48 @ 51.560 2 50-1554.48 with Hose Allowance at Source I N N d 40 [System demand curve 30 20 10 0 -111111111111111iu111111 111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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 1 1 1 1 1 0350 700 1050 1400 1750 2100 2450 2800 3150 3500 Flow-gpm M.E.P.CAD, Inc. 411 AutoSPRINK®12 v12.1.1.0 11/16/2018 2:43:01 PM Page 2 „„„..,.. r•:,:,..i.f.:.a1iga:.,.r:„,x;'.,.!;•:,4:..1•t1•"•:.•:,7„r d'...'*;,k'i.:,.:..etii4.:''',,"':,'.)•;,..,0-'. ;','„•,,•,'',•-,::7kz.41i•S 44s atitude-,54044'•,,.•4'., ,!L,.•..4...„'t,,L:.,o:''7,`.;,r4:,,.•,'-"•;n_.',.,.,1i,-,•i;',,4:',e' i:„2.,.2,4,•:t„-V.-,•..u:'1v,)'d„'fr'1,'3:,-e tctn 4:::,'.-.1.'','::''.,-'-,.'1•:'..;:,4.,:.::.:;:,';r.:I.:.<:.-•.-.1;,,7",:_.,'7R7-2•..p.:!::.,,7,1,.1,.','.7.,2'4.:,';•-••'-„:,''.,,'.,,.e;'-1.,.E•474•119';,,,.-:•,,6•,-.:,:„.'..i",..;'.,..9,;'.'-t..'i''/,„;f',K,--`l-,.-I*-c"...,-A,;k,;,/,”'.,$7,,,1':/,::.,-`'0,' ,•,''L 10I' ,...4..,F,-:1-Ik,.:,..;,:,:>,.,-:t,-:•7:•:f1•'•'•,,..,:''=,;1,„'',1''!''.,,':,'4,=T'',..'.:'L.-„,;:'„,,,.,,.•..,,.4.t.7',•A•;..1i-;....;,,,,f.:f.k•:,1.•:i•'i,:::11,,'I,•L:'r.:•'e,•,:2'"s'-„.....'i,,.tri',.r.l.',..,;.z./.,..,.'T.'1...:.4i".`.l',.....I4-i,,1, kglto•i.'i1.il'l1 ,1i,lj,,liti‘t,',,i4t,,.,".4k,;-.4,-,!.',,.,,'..i:..„".,".,,„„,.'t"„,,,,'..00,;:•)..'•'m„';9,,.,.'..:.0,":,:„'1'.,„s/:1„-:'".:.!..„i.:::.,,1.E.;Tk...i,:.i.'r.',',',.k'.',.,..'.4'..,:.-.,',..':.?l,:''•4,:'1.,i'•:'k,'.,:,i,,:71,A-,.'i..,':,,,'-,ri:k:,,ii."1,t.)-...-.)...lL',a:il„,1•,Et,ii ',,•i11,1l.1I:g':RLl,'„t!',',,:'.,'-,-.',.i.k:4.1'''i'i.':,',itnNi.''.',:'l.':'.•.k'L.l..,,.k.,0,;,,•.-i,'2ii't'.0-i4,•i:..".1`T..1.'.,'j.i1•:,.,.4,::--',L,,:,,.1.t::':,ti:'';:t''-'••,F:',*.:.f:e,.t.,:.L•-,:'.,iIf'."N..,","5:.•.•..:,:::,'f,''-k::'.i,z•:-:i.-',:il;,i„;-k",vf.i7r-::'i4',-‘.3i'.',i.'.,-t,1:i;,-•ra•",•--r%9.,'o.],,.,7":1-o'-1-.,:7-,•:.:,"SJh-2,''4.'':•:r.•:;q:0,,*.t1':':.p;-.',,.:',:.,,.%„:.:,.4:7:;,"-...o..,.:."":,:4',A';'.!.,4).Z,.:.',w1-.i•-,.l,,-'2..''..,.4.'1...4"u.'L.:,s..i:i•!,.,'..)4.:,,:-bekV:J,;i0.'.t':.•5.'.':.'-T.4i,t.;:,'"C:'-:4-1.-,',„.•1•!1i•-'1',',:.‘'•.'',;b',•'.':'.4:::--',kwa.'••..'€1•..::1l4A?',.4.„,1.1t1,,:0.:,,:k,::,s,..11;i,oi,o,-t-,'.•,t<',:,„.Z1,-1.:k,.:i•1,,m,,kk4,e'45i.',''1;.4i1L„Citl;ie4,;;,l3,t::;"..1:l:1`,.•:P.,.:::l:Z;:,t::W-..•;.,:•l.:t":k;*re.4".:..A:4-:o:‘:i:'':1I,-4t;•V•kF-.i:1•4••4:i:4i•J,l.k41,„i1it:,1iM14l,.r,idit,.1cI.1,..1...i1':e;.,i,.1ii.41,,1'.im?„i.,,:„14i4.:,4,i:N1,.:lI„lZ.::g1:..t.o4i1,l;:i11l.-4tg.1R.(.m:.l,l..i1i".,k.iVr,P0",tvg.,4ItCe,3in,l.r:;01,.i,74-1,,i1..,t-,4!,,"..g,i.?.)g,,4,r:‘i•-0:i.:r!.4,4..i:;Li7;.;,I,li4ti:Lr.::'.:,i1L.3'°,"i,4f.:4.k.1!.m..,1iit:.f4.!1;."::,11::mN.e.,-rA4:t.;14,,i-•,.•l0,.i,i/..,",7,l:4k.--h-',-,..'1t•..l,..m:o:u4!:„':.:1,t1„.1a1:4-'••,,t••'0rAi••Lkl7•t%i,i1't.W'i.'Nl1',t!;''.pi*.'..f!:'.::ttvst:l",N9:11:..-.I11,p'.m„4*-',1•i',p:,•',iN.,i14v:i;:iih3.$.iii'-:*,i:-,f'i1i,!,•<,-,::,,p-;i4.-,.:'i,k7::•J,,:,4-.;-':,_:":i4i',sw.,'1.'k;:,i..,,-;.;4:,-P:'..,.!;,.•-t..!ii•'1i:;!„:'.!.•!i,:1t:.:.!:•-!0!14:!.r!.1i1'?!:;_,!;!i,!4.1:4!!.:'!l;':!i'!0,4I.'f.iY)..i,'.it.`4.•i.!-7i.ilt,R,S:i'„i:i,-l"'i,.:.t1.1-,;t'i1*-loP:tr0ii;,1i,'l4:',i1,'1:'1::".k:n;,,41St;1:'.tit.:t,1,:.:*-,.':i,,f',-:,1;t,).k:,.:..,-...:4:.:1,1‘i;l1..-1,.3..:'.•..,;i3.,,'rg:.'.:i.fi.'-_14•1i.'••Ii":o.l:4:L.iw1i":l-7:U•ti''-'1tt;1.--',:,:.::4-i1...,-it.,',1*.,'j1et,i,;,,,ti:,',7f1v,-,:ii-7,'.itk,ii..,i1,:i,.1k1io,1a"t,:it.:'.1':4:'!471'.*'i.-41i..0,.it.,l:<.o•:.fi.4.f:10-::pi.12.,N:i-0,:•i:::,ii:4l.b*47''.,.r,.,s11-,-,,- :'• RSDR1 eIoisLf(ekred`CI-eeI- afn0 c .il Document lio)L y-.c Sumtieftn St 2015NEHRP Prov oisiilo ns - —„ ; 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" . •-•'•;4,71$0,1"ktfi.'' i•, .-,.-iiii:•1.:••••:.:4,, '....4111P,::,.'"'4,- 1,,,,( -,7,',....• :,,,;,,.,....1...ewk.0-:t;.1,:?:'...-,.. ,N,-,:-.::,::::.::::::::--_ • ;- ,-_,".....-"N',,,„ „„:",--- itc ,.iti, ,.'-,.. ,i ,...4.„....,,:•,,,,,.,:kliifotti,,Y- ,,,,ilt:-,.-iiiiiiiiirl'iliky,#),''' '""'- ,:ite,__.;,,,,:TrIt.::1,,,,:,,,.-. :,,,,. ...2,:.:00'..,:...''', ft..: ..,m:,.:,,, pafip.,..,..,:,, r.,7.':-..'-'---- 41. .rtoc *!..0.1. i.- ,Ili-'''' ' ''. .......,,,, ,..,.,',,,Z1''6!...'./.A 40 igt'.: g!'......',,,'' '');) , , '''.'''$6.,,,!!!trr, ,.....-,,,,,•-, tommt,A.,-., , , ,,,,,,,,,,_ _ 4,,,A..,''' .41:iiiii.!:::i".-' ',- ' ' .,.."*"."•,' ,c--!i'..--•••-•-i' U pica C • f-_1- v in{Dad ""• 4- • -t DGV PT1n. ,,,kinquilippilligpaii New 0.619 g aillet411111 SDS'"" 1 ,,v ellik 'L'IP' 0 498 g _ 1,019 g SD1 7: ' SMS- 1 ... 0,746 g ..... 0.849 g '....mi- 0.391 g 1::: Tol-Brace Seismic Calculations McKinstry Co Project Address: Tigard High School Portland,Oregon COOPER B-Line ItTOLCD 9000 SW Duram Rd Tigard, Oregon Job# Calculations based on 2013 NFPA Pamphlet#13 Brace Information Tolco Brace Components Maximum Spacing 40'0"(12.19 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 0" (2.13 m) Fig.1001 Clamp 1425 lbs(646 kg) Bracing Material 1" Sch.40 Fig.909 No-Thread Swivel 1425 lbs(646 kg) XW „v *Calculation Based on CONCENTRIC Loading Angle from Vertical 45° Min. V *Please Note:These calculations are for Tolco components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42” (11 mm) Assembly Detail L/R Value 200 TOLCO 90 Max Horizontal Load 1310 lbs (594 NO-THREAD SWIVEL kg)........... _ SWAY BRACE ATTACHMENT " Force Factor(Cp) 0.4596 _ STEEL PIPE .� LATERAL BRACE " Fastener Information --- Fastener Orientation NFPAT e B �� /P/ Maximum Load 713 lbs (323 k ) ��'�f ++ TOLCO FIG. 1001 :;�. - Diameter 1/2in FAST CLAMP 4104 Length 3-1/4in. Type Wedge Anchor(3000 psi Normal Weight Cracked Concrete) Brace Identification on Plans SB 1 Orientation of Brace Lateral Braced Pipe:6"Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 6"Sch.10 Steel Pipe(152.4 mm) 40ft(12.2 m) 423 lbs(192 kg) �4u PR.,FSS/cv �,; r v Percentage added for Fittings and Sprinklers 15% 64 lbs(29.03 kg) Total Adjusted Load of all pipe within Zone of Influence 487 lbs(221 kg) {Tol-Brace Version 71 Tol-Brace Seismic Calculations Tigard High School Job# 0 COOPER B-Line ( (15TOLCC 9000 SW Duram Rd I Brace Identification SB 1 Brace Type(Per NFPA#13) NFPA Type B Braced Pipe 6" Sch.10 Steel Pipe Spacing of Brace 40' 0" (12.19 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 7'0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener 1/2in.x 3-1/4in.Wedge Anchor(3000 psi Normal Weight Cracked Con( Length of Fastener 3-1/4in. Summary of Pipe within Zone of Influence 6"Sch.10 Steel Pipe(152.4 mm) 40ft(12.2 m) G-Factor Used 0.4596 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 487 lbs(221 kg) Material Capacity 1310 lbs(594 kg) Fastener Capacity 713 lbs(323 kg) Fig.1001 Clamp 1425 lbs (646 kg) Fig.909 No-Thread Swivel 1425 lbs (646 kg) Structural Member Concrete Deck Calculations prepared by Dana Thompson °The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only,not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Tol-Brace Seismic Calculations McKinstry Co Project Address: Tigard High School 10. �+ Portland,Oregon COWER 6- .i a TOLCC 9000 SW Duram Rd Tigard, Oregon Job# Calculations based on 2013 NFPA Pamphlet#13 Brace Information Tolco Brace Components Maximum Spacing 60'0" (18.29 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7' 0" (2.13 m) Fig.4A Clamp 1425 lbs(646 kg) Bracing Material 1" Sch.40 Fig.909 No-Thread Swivel 1425 lbs(646 kg) Angle from Vertical 450Min. *Calculation Based on CONCENTRIC Loading *Please Note:These calculations are for Tolco components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42" (11 mm) Assembly Detail L/R Value 200 TOLCO FIG.90• Max Horizontal Load 1310 lbs (594 kg) BRACE ATTAC IMMENT TYP AAV STEEL PIPE Force Factor(Cp) 0.4596 * .._ LATERAL BRACE Fastener Information `" , TOLCO FIG.4A IVFastener Orientation NFPA Type B PIPE CLAMP FOR me SWAY BRACING tr - Maximum Load 797 lbs J362 kg) Q i 1 Diameter 1/2in. Length 3-1/4in. Type Wedge Anchor(4000 psi Normal Weight Cracked Concrete) Brace Identification on Plans SB 2 Orientation of Brace Longitudinal _ Braced Pipe:6"Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 6"Sch.10 Steel Pipe(152.4 mm) 60ft(18.3 m) 635 lbs(288 kg) 5. r K F,^s,, r/ `tcCr- �.�„ e- D Percentage added for Fittings and Sprinklers 15% 95 lbs(43.09 kg) Total Adjusted Load of all pipe within Zone of Influence 730 lbs(331 kg) {Tol-Brace Version 7} Tol-Brace Seismic Calculations Tigard High School Job# 00111 COOPER B-Line itTOLCO 9000 SW Duram Rd Brace Identification SB 2 Brace Type(Per NFPA#13) NFPA Type B Braced Pipe 6" Sch.10 Steel Pipe Spacing of Brace 60' 0" (18.29 m) Orientation of Brace Longitudinal Bracing Material 1" Sch.40 Maximum Brace Length 7'0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener 1/2in.x 3-1/4in.Wedge Anchor(4000 psi Normal Weight Cracked Con( Length of Fastener 3-1/4in. Summary of Pipe within Zone of Influence 6"Sch.10 Steel Pipe(152.4 mm) 60ft(18.3 m) G-Factor Used 0.4596 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 730 lbs (331 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 797 lbs (362 kg) Fig.4A Clamp 1425 lbs (646 kg) Fig.909 No-Thread Swivel 1425 lbs (646 kg) Structural Member Concrete Deck Calculations prepared by Dana Thompson *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only,not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Tol-Brace Seismic Calculations McKinstry Co Project Address: Tigard High School0111 Portland,Oregon COWER B Line tTOLCO 9000 SW DuramRd Tigard, Oregon Job# Calculations based on 2013 NFPA Pamphlet#13 Brace Information Tolco Brace Components Maximum Spacing 30'0"(9.14 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7�0" (2.13 m) Fig.1001 Clamp 1425 lbs(646 kg) Bracing Material 1" Sch.40 _ Fig.909 No-Thread Swivel 1425 lbs(646 kg) *Calculation Based on CONCENTRIC Loading Angle from Vertical 45° Min. *Please Note:These calculations are for Tolco components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42" (11 mm) Assembly Detail L/R Value 200 1310 lbs(594,14_ TOLCO FIG. 909 Max Horizontal Load NO-THREAD SWIVEL Force Factor(Cp) 004596 SWAY BRACE ATTACHMENT i'� __ .. STEEL PIPE ��• LATERAL BRACE \o Fastener Information Fastener Orientation NFPA Type B + � 4 i Maximum Load 1106 lbs (502 kg) 'f TOLCO FIG. 1001 f: / Diameter 3/8in. FAST CLAMP Length 4i n. Type Undercut Anchor(3000 psi Normal Weight Concrete) Brace Identification on Plans SB 3 Orientation of Brace Lateral Braced Pipe:4"Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 4"Sch.10 Steel Pipe(101.6 mm) 30ft(9.1 m) 162 lbs(73 kg) 1.5"Sch.10 Steel Pipe(38.1 mm) 180ft(54.9 m) 251 lbs(114 kg) ,,,,K,„,--,7y- ..- h.'e_ 3r A'i, „4</t,;,,,,,, Percentage added for Fittings and Sprinklers 115%0 62 lbs(28.12 kg) Total Adjusted Load of all pipe within Zone of Influence 476 lbs(216 kg) {Tol-Brace Version 7} Tol-Brace Seismic Calculations Tigard High School Job# 1001 COOPER 13-Line ItTOLCO .9000 SW Duram Rd Brace Identification SB 3 Brace Type(Per NFPA#13) NFPA Type B Braced Pipe 4" Sch.10 Steel Pipe Spacing of Brace 30' 0" (9.14 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 7'0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener 3/8in.x 4in. Undercut Anchor(3000 psi Normal Weight Concrete) Length of Fastener 4in. Summary of Pipe within Zone of Influence 4"Sch.10 Steel Pipe(101.6 mm) 30ft(9.1 m) 1.5"Sch.10 Steel Pipe(38.1 mm) 180ft(54.9 m) G-Factor Used 0.4596 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 476 lbs (216 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 1106 lbs(502 kg) Fig.1001 Clamp 1425 lbs(646 kg) Fig.909 No-Thread Swivel 1425 lbs(646 kg) Structural Member Concrete Deck Calculations prepared by Dana Thompson *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only,not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Project Address: Tigard High School Tol-Brace Seismic Calculations McKinstry Co 011 Portland,Oregon COOPER B-Line tTOLCD 9000SW Duram Rd Tigard, Oxon Job# Calculations based on 2013 NFPA Pamphlet#13 Brace Information Tolco Brace Components Maximum Spacing 60'0" (18.29 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7 0" (2.13 m) Fig.4A Clamp 1425 lbs(646 kg) Bracing Material 1" Sch.40 Fig.909 No-Thread Swivel 1425 lbs(646 kg) *Calculation Based on CONCENTRIC Loading Angle from Vertical 45° Min. *Please Note:These calculations are for Tolco components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42" (11 mm) Assembly Detail L/R Value 200 TOLCO FIG.90• Max Horizontal Load 1310 lbs(594 k.) NO-THREAD SWIVEL SWAY BRACE ATTACHMENT TYP. Force Factor(Cp) 0.4596 STEEL PIPE /': . --- LATERAL BRACE Fastener Information .� ,' TOLCO FIG.4A P/ Fastener Orientation NFPA Type_B PIPE CLAMP FOR MR SWAY BRACING,jam Maximum Load 1106 lbs (502 kg) _____M * 0 Diameter 3/8in. ,,,,, -'J Length 4in. Type Undercut Anchor(3000 psi Normal Weight Concrete) Brace Identification on Plans SB 4 Orientation of Brace Longitudinal Braced Pipe:4"Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 4"Sch.10 Steel Pipe(101.6 mm) 60ft(18.3 m) 325 lbs(147 kg) pr Boa I v U� �(/N D.''' Percentage added for Fittings and Sprinklers 15% 49 lbs(22.23 kg) Total Adjusted Load of all pipe within Zone of Influence 374 lbs(170 kg) {Tol-Brace Version 7) Tol-Brace Seismic Calculations Tigard High School Job# COOPER 13-Line atTOLCQ 9000 SW Duram Rd Brace Identification SB 4 Brace Type(Per NFPA#13) NFPA Type B Braced Pipe 4" Sch.10 Steel Pipe Spacing of Brace 60' 0" (18.29 m) Orientation of Brace Longitudinal Bracing Material 1" Sch.40 Maximum Brace Length 7'0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener 3/8in.x 4in. Undercut Anchor(3000 psi Normal Weight Concrete) Length of Fastener 4in. Summary of Pipe within Zone of Influence 4"Sch.10 Steel Pipe(101.6 mm) 160ft(18.3 m) G-Factor Used 0.4596 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 374 lbs (170 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 1106 lbs(502 kg) Fig.4A Clamp 1425 lbs(646 kg) Fig.909 No-Thread Swivel 1425 lbs (646 kg) Structural Member Concrete Deck Calculations prepared by Dana Thompson *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only,not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Tol-Brace Seismic Calculations McKinstry Co Project Address: Tigard Hi . school _ �a Portland,Oregon COOPER B-Line I Ee�DLCO 9000 SW Duram Rd Tigard, Oregon — Job# Calculations based on 2013 NFPA Pamphlet#13 Brace Information Tolco Brace Components Maximum Spacing 30' 0" (9.14 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7' 0" (213 m) Fig.1001 Clamp 1425 lbs(646 kg) Bracing Material 1" Sch,40Fig.909 No-Thread Swivel 1425 lbs(646 kg) *Calculation Based on CONCENTRIC Loading Angle from Vertical 45° Min *Please Note:These calculations are for Tolco components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42" (11 mm) Assembly Detail L/R Value 200 1310 lbs(594 kg),_ TOLCO FIG. 909 Max Horizontal Load NO-THREAD SWIVEL Force Factor(Cp) 0.4596 SWAY BRACE ATTACHMENT o� ®� STEEL PIPE �' LATERAL BRACE \c Fastener Information ',,,. ;„, Fastener Orientation NFPA Type B ' /� ', Maximum Load 797 lbs (362 kg) ,„" a,'`f TOLCO FIG. 1001 Diameter 1/2in. FAST CLAMP "ik+, Length 3-1/4in. Type Wedge Anchor(4000 psi Normal Weight Cracked Concrete) Brace Identification on Plans SB 5 Orientation of Brace Lateral Braced Pipe:3"Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 3"Sch.10 Steel Pipe(76.2 mm) 30ft(9.1 m) 109 lbs(49 kg) 1.5"Sch.10 Steel Pipe(38.1 mm) 200ft(61 m) 279 lbs(127 kg) 1 \\ 4 Percentage added for Fittings and Sprinklers 15% 58 lbs(26.31 kg) Total Adjusted Load of all pipe within Zone of Influence 447 lbs(203 kg) {Tol-Brace Version 71 Tol-Brace Seismic Calculations Tigard High School Job# COOPER 8-Line itTOLCC° 9000 SW Duram Rd Brace Identification SB 5 Brace Type(Per NFPA#13) NFPA Type B Braced Pipe 3" Sch.10 Steel Pipe Spacing of Brace 30'0" (9.14 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 7'0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener 1/2in.x 3-1/4in.Wedge Anchor(4000 psi Normal Weight Cracked Con( Length of Fastener 3-1/4in. Summary of Pipe within Zone of Influence 3"Sch.10 Steel Pipe(76.2 mm) 30ft(9.1 m) 1.5"Sch.10 Steel Pipe(38.1 mm) 200ft(61 m) G-Factor Used 0.4596 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 447 lbs(203 kg) Material Capacity 1310 lbs(594 kg) Fastener Capacity 797 lbs(362 kg) Fig.1001 Clamp 1425 lbs(646 kg) Fig.909 No-Thread Swivel 1425 lbs(646 kg) Structural Member Concrete Deck Calculations prepared by Dana Thompson "The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only,not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www_tolco.com Tol-Brace Seismic Calculations McKinstry Co Project Address: Tigard High School 011 �+u� Portland,Oregon COWER OWER BI-Li e TOLCO.. 9000 SW Duram Rd Tigard,Oregon Job# Calculations based on 2013 NFPA Pamphlet#13 Brace Information Tolco Brace Components Maximum Spacing 60'0" (18.29 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7'0" (2.13 m) Fig.4L Clamp 1425 lbs(646 kg) Bracing Material 1" Sch.40 Fig.909 No-Thread Swivel 1425 lbs(646 kg) *Calculation Based on CONCENTRIC Loading Angle from Vertical 45° Min. *Please Note:These calculations are for Tolco components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42" (11 mm) Assembly Detail L/R Value 200 TOLCO FIG. 90 Max Horizontal Load 1310 lbs(594 kg) NO-THREAD SWIVEL SWAY ^� BRACE ATTACHMENT ��� Force Factor(Cp) 0A596 STEEL PIPE \•�° LATERAL BRACE Fastener Information o, TOLCO FIG.4L p Fastener Orientation NFPA Type B PIPE CLAMP FOR SWAY BRACING Maximum Load 308 lbs(140 kg) Diameter 3/8in. Lcfbj Length 2in. Type Wedge Anchor(3000 psi Normal Weight Cracked Concrete) Brace Identification on Plans SB 6 Orientation of Brace Longitudinal Braced Pipe:3"Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 3"Sch.10 Steel Pipe(76.2 mm) 60ft(18.3 m) 219 lbs(99 kg) =.of , ;� Percentage added for Fittings and Sprinklers 15% 33 lbs(14.97 kg) Total Adjusted Load of all pipe within Zone of Influence 252 lbs(114 kg) {fol-Brace Version 71 Tol-Brace Seismic Calculations Tigard High School Job# 01/11 COOPER B-Line ®TOLCO 9000 SW [Aram Rd Brace Identification SB 6 Brace Type(Per NFPA#13) NFPA Type B Braced Pipe 3" Sch.10 Steel Pipe Spacing of Brace 60'0" (18.29 m) Orientation of Brace Longitudinal Bracing Material 1" Sch.40 Maximum Brace Length 7'0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener 3/8in.x 2in.Wedge Anchor(3000 psi Normal Weight Cracked Concrete Length of Fastener 2in. Summary of Pipe within Zone of Influence 3"Sch.10 Steel Pipe(76.2 mm) 60ft(18.3 m) G-Factor Used 0.4596 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 252 lbs(114 kg) Material Capacity 1310 lbs(594 kg) Fastener Capacity 308 lbs(140 kg) Fig.4L Clamp 1425 lbs(646 kg) Fig.909 No-Thread Swivel 1425 lbs(646 kg) Structural Member Concrete Deck Calculations prepared by Dana Thompson • *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only,not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.corn Tol-Brace Seismic Calculations McKinstry Co Project Address: Tigard High School Portland,Oregon COOPER B-Line itTOLCO 9000 SW Duram Rd Tigard,Oregon Job# Calculations based on 2013 NFPA Pamphlet#13 Brace Information Tolco Brace Components Maximum Spacing 30'0" (9.14 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7 00" (2.13 m) Fig.1001 Clamp 1425 lbs(646 kg) Bracing Material 1" Sch.40 Fig.909 No-Thread Swivel 1425 lbs(646 kg) `Calculation Based on CONCENTRIC Loading Angle from Vertical 45°Min. `Please Note:These calculations are for Tolco components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42" (11 mm) Assembly Detail L/R Value 200_ 1310 lbs 594 k TOLCO FIG. 909 Max Horizontal Load ( g) .— NO-THREAD SWIVEL Force Factor(Cp) 0.4596 ____ SWAY BRACE ATTACHMENT ` STEEL PIPE ` LATERAL BRACE v Fastener Information Fastener Orientation NFPA Type B , '+ Maximum Load 615 lbs(279 k ) /' �� `�'o ' / '- TOLCO FIG. 1001 t: Diameter 3/8in. (10 mm) FAST CLAMP .- . Length 3in.(76 mm) Type Wedge Anchor x2 (Lightweight Concrete) Brace Identification on Plans SB 7 Orientation of Brace Lateral Braced Pipe:2.5"Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 2.5"Sch.10 Steel Pipe(63.5 mm) 30ft(9.1 m) 81 lbs(37 kg) 1.5"Sch.10 Steel Pipe(38.1 mm) 160ft(48.8 m) 224 lbs(102 kg) 2 ; r;ofr/- Percentage added for Fittings and Sprinklers 15% 46 lbs(20.87 kg) Total Adjusted Load of all pipe within Zone of Influence 350 lbs(159 kg) {Tol-Brace Version 71 Tol-Brace Seismic Calculations Tigard High School Job# COOPER S-Line itTOLCO 9000 SW Duram Rd Brace Identification SB 7 Brace Type (Per NFPA#13) NFPA Type B Braced Pipe 2.5" Sch.10 Steel Pipe Spacing of Brace 30'0" (9.14 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 7'0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener 3/8 x 3 (10x76mm)Wedge Anchor x2 (Lightweight Concrete) Length of Fastener 3in. (76 mm) Summary of Pipe within Zone of Influence 2.5"Sch.10 Steel Pipe(63.5 mm) 30ft(9.1 m) 1.5"Sch.10 Steel Pipe(38.1 mm) 160ft(48.8 m) G-Factor Used 0.4596 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 350 lbs(159 kg) Material Capacity 1310 lbs(594 kg) Fastener Capacity 615 lbs(279 kg) Fig.1001 Clamp 1425 lbs(646 kg) Fig.909 No-Thread Swivel 1425 lbs(646 kg) Structural Member Concrete Deck Calculations prepared by Dana Thompson *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only,not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Tol-Brace Seismic Calculations McKinstry Co Project Address: Tigard High School 041 - Portland,Oregon COIR B-Line ®TOLCO 9000 SW Duram Rd Tigard, Oregon Job# Calculations based on 2013 NFPA Pamphlet#13 Brace Information Tolco Brace Components Maximum Spacing 60' 0" (18.29 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7' 01(2.13 m) Fig.4L Clamp 1425 lbs(646 kg) - Bracing Material 1" Sch.40 Fig.909 No-Thread Swivel 1425 lbs(646 kg) `Calculation Based on CONCENTRIC Loading Angle from Vertical 45° Min. _ `Please Note:These calculations are for Tolco components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42" (11 mm) Assembly Detail L/R Value 200 TOLCO FIG. 90 Max Horizontal Load 1310 lbs(594 k•) NO-THREAD SWIVEL SWAY ~� BRACE ATTACHMENT '`` Force Factor(Cp) 0.4596 STEEL PIPE �,+` `®m LATERAL BRACE Fastener Information / o, Fastener Orientation NFPA Type B PIPETOLCO FIG.4L tr CLAMP FOR _ I SWAY BRACING Maximum Load 308 lbs J1.40 kg) Diameter 3/8in. i _, G Length 2in. Type Wedge Anchor(3000 psi Normal Weight Cracked Concrete) Brace Identification on Plans SB 8 Orientation of Brace Longitudinal Braced Pipe:2.5"Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 2.5"Sch.10 Steel Pipe(63.5 mm) 60ft(18.3 m) 162 lbs(73 kg) ,,4,, ( Tol-Brace Seismic Calculations Tigard High School Job# CooPER 13-Line ItTOLCD 9000 SW Duram Rd Brace Identification SB 8 Brace Type(Per NFPA#13) NFPA Type B Braced Pipe 2.5" Sch.10 Steel Pipe Spacing of Brace 60'0" (18.29 m) Orientation of Brace Longitudinal Bracing Material 1" Sch.40 Maximum Brace Length 7' 0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener 3/8in.x 2in.Wedge Anchor(3000 psi Normal Weight Cracked Concrete Length of Fastener 2in. Summary of Pipe within Zone of Influence 2.5"Sch.10 Steel Pipe(63.5 mm) 160ft(18.3 m) G-Factor Used 0.4596 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 187 lbs (85 kg) Material Capacity 1310 lbs(594 kg) Fastener Capacity 308 lbs(140 kg) Fig.4L Clamp 1425 lbs (646 kg) Fig.909 No-Thread Swivel 1425 lbs (646 kg) Structural Member Concrete Deck Calculations prepared by Dana Thompson *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only,not the structure it is attached to. Calculated with Tol-Brace 7 visEt us at www.tolco.com Tol-Brace Seismic Calculations McKinstry Co Project Address: Tigard I h School Portland,Oregon COOPER B Ll e TOLCO. 9000 SW Duram Rd Tigard,Oregon Job# Calculations based on 2013 NFPA Pamphlet#13 Brace Information Tolco Brace Components Maximum Spacing 30' 0" (914 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7'0" (2.13 m) Fig.1001 Clamp 1425 lbs(646 kg) Bracing Material 1" Sch.40 Fig.909 No-Thread Swivel 1425 lbs(646 kg) Angle from Vertical 45° Min. "Calculation Based on CONCENTRIC Loading `Please Note:These calculations are for Tolco components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42'2(11 mm) Assembly Detail L/R Value 200 1310 lbs (594 k TOLCO Max Horizontal Load Fig 828 Force Factor(Cp) 0.4596 FIZ{-71/ 11.�I�I TOLCO Fig 909 0� Fastener Information Fastener Orientation N FA_Type B / j 9 le Maximum Load 1425 lbs(646 k.) �. J r __ ._... TOLCO Diameter N/A Fig 2002 Length N/A Type Fig.828 Across Beam Brace Identification on Plans SB 9 Orientation of Brace Lateral Braced Pipe:4"Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 4"Sch.10 Steel Pipe(101.6 mm) 30ft(9.1 m) 162 lbs(73 kg) 1.5"Sch.10 Steel Pipe(38.1 mm) 160ft(48.8 m) 224 lbs(102 kg) Percentage added for Fittings and Sprinklers 15% 58 lbs(26.31 kg) Total Adjusted Load of all pipe within Zone of Influence 444 lbs(201 kg) {Tol-Brace Version 71 Tol-Brace Seismic Calculations Tigard High School Job# 01 COOPER B-Line I TOLCO 9000 SW Duram Rd Brace Identification SB 9 Brace Type(Per NFPA#13) NFPA Type B Braced Pipe 4" Sch.10 Steel Pipe Spacing of Brace 30'0" (9.14 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 7'0"(2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener Fig.828 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 4"Sch.10 Steel Pipe(101.6 mm) 30ft(9.1 m) 1.5"Sch.10 Steel Pipe(38.1 mm) 160ft(48.8 m) G-Factor Used 0.4596 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 444 lbs(201 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 1425 lbs(646 kg) Fig.1001 Clamp 1425 lbs(646 kg) Fig.909 No-Thread Swivel 1425 lbs (646 kg) Structural Member Steel I-Beam Calculations prepared by Dana Thompson *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only,not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Tol-Brace Seismic Calculations McKinstry Co Project Address: Tigard High School0. 9000 SW Duram Rd Portland,Oregon COWER B-Line TDLCO Tigard,Oregon Job# Calculations based on 2013 NFPA Pamphlet#13 Brace Information Tolco Brace Components Maximum Spacing 60' 0" (18.29 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 0" (2.13 m) Fig.4L Clamp 1425 lbs(646 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1955 lbs(887 kg) Angle from Vertical 45° Min.w *Calculation Based on CONCENTRIC Loading *Please Note:These calculations are for Tolco components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42" (11 mm) Assembly Detail L/R Value 200 , - Max Horizontal Load 1310 lbs (594 kg) TOLCO b7---=--- 1 Fig828 ' Force Factor(Cp) 0.4596L. N. Fastener Information A TO LCCA -------------- -------=:i I- — 1 Fastener Orientation NFPA Type B Fig 980 Maximum Load 1425 lbs(646 kg) O Diameter N/A •1 Length N/A Type Fig.828 Along Beam Brace Identification on Plans SB 10 Orientation of Brace Longitudinal Braced Pipe:4"Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 4"Sch.10 Steel Pipe(101.6 mm) 60ft(18.3 m) 325 lbs(147 kg) cR.: rPC /.tws.'Lol ei -- Percentage added for Fittings and Sprinklers 15% 49 lbs(22.23 kg) Total Adjusted Load of all pipe within Zone of Influence 374 lbs(170 kg) {Tol-Brace Version 71 Tol-Brace Seismic Calculations Tigard High School Job# 0 COOPER B-Line ®TOLCD 9000 SW Durarn Rd Brace Identification SB 10 Brace Type (Per NFPA#13) NFPA Type B Braced Pipe 4" Sch.10 Steel Pipe Spacing of Brace 60'0" (18.29 m) Orientation of Brace Longitudinal Bracing Material 1" Sch.40 Maximum Brace Length 7' 0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener Fig.828 Along Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 4"Sch.10 Steel Pipe(101.6 mm) 60ft(18.3 m) G-Factor Used 0.4596 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 374 lbs (170 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 1425 lbs(646 kg) Fig.4L Clamp 1425 lbs(646 kg) Fig.980 Universal Swivel 1955 lbs (887 kg) Structural Member Steel I Beam Calculations prepared by Dana Thompson *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only,not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Tol-Brace Seismic Calculations McKinstry Co Project Address: Tigard High School 9000 SW Duram Rd Portland,Oregon COWER B-Line TOLCO Tigard, Oregon Job# Calculations based on 2013 NFPA Pamphlet#13 Brace Information Tolco Brace Components Maximum Spacing 30' 0" (9.14 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7' 0" (2.13 m) Fig.1001 Clamp 1425 lbs(646 kg) Bracing Material 1°Sch.40 Fig.909 No-Thread Swivel 1425 lbs(646 kg) *Calculation Based on CONCENTRIC Loading Angle from Vertical 45° Min. *Please Note:These calculations are for Tolco components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42" (11 mm) Assembly Detail L/R Value 200 TOLCO Max Horizontal Load 1310 lbs(594 kg) Fig 828 Force Factor(Cp) 0.4596 2,(1, Mr Z TOLCO Fig 909 '1 Fastener Information Fastener Orientation NFPA Type B _ f •"•'4 Maximum Load ' � 1425 Ibs(646 kg) TOLCO Diameter �� Fig 2002 N/A Length N/A Type Fig.828 Across Beam Brace Identification on Plans SB 11 Orientation of Brace Lateral Braced Pipe:3"Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 3"Sch.10 Steel Pipe(76.2 mm) 30ft(9.1 m) 109 lbs(49 kg) 1.5"Sch.10 Steel Pipe(38.1 mm) 180ft(54.9 m) 251 lbs(114 kg) -y ':,-;-:____A, Percentage added for Fittings and Sprinklers 15% 54 lbs(24.49 kg) Total Adjusted Load of all pipe within Zone of Influence 415 lbs(188 kg) {Tol-Brace Version 71 Tol-Brace Seismic Calculations Tigard High School Job# 00111 COOPER B-Line it,TOLCE1 9000 SW Duram Rd Brace Identification SB 11 Brace Type(Per NFPA#13) NFPA Type B Braced Pipe 3" Sch.10 Steel Pipe Spacing of Brace 30' 0" (9.14 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 7'0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener Fig.828 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 3"Sch.10 Steel Pipe(76.2 mm) 30ft(9.1 m) 1.5"Sch.10 Steel Pipe(38.1 mm) 180ft(54.9 m) G-Factor Used 0.4596 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 415 lbs (188 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 1425 lbs(646 kg) Fig.1001 Clamp 1425 lbs(646 kg) Fig.909 No-Thread Swivel 1425 lbs (646 kg) Structural Member Steel I Beam Calculations prepared by Dana Thompson *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only,not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Tol-Brace Seismic Calculations McKinstry Co Project Address: Tigard H♦ h School011 il' Portland,Oregon COOPER B-Line tTOLCO 9000 SW Duram Rd Ti ar_d, Oregon Job# Calculations based on 2013 NFPA Pamphlet#13 Brace Information Tolco Brace Components Maximum Spacing 60' 0" (18.29 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7�°2.13 m) Fig.4L Clamp 1425 lbs(646 kg) Bracing Material 1" Sch.40 Fig.909 No-Thread Swivel 1425 lbs(646 kg) — *Calculation Based on CONCENTRIC Loading Angle from Vertical 45° Min. 'Please Note:These calculations are for Tolco components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42" (11 mm) Assembly Detail L/R Value 200 TOLCO i"--= —_ —---r--- Max —Max Horizontal Load 1310 lbs (594 k9) Fig 828is Y , Force Factor(Cp) 0.4596 _ ®--� a TOLCO I— Fig 909 909 Fastener Information Fastener Orientation NFPA Type B Maximum Load 1425 lbs (646 14 TOL g Diameter N/A u ET Length N/A Type Fig.828 Alon. Beam Brace Identification on Plans SB 12 Orientation of Brace Longitudinal Braced Pipe:3"Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 3"Sch.10 Steel Pipe(76.2 mm) 60ft(18.3 m) 219 lbs(99 kg) t\ GJfi rR`F' JF Percentage added for Fittings and Sprinklers 15% 33 lbs(14.97 kg) Total Adjusted Load of all pipe within Zone of Influence 252 lbs(114 kg) {Tol-Brace Version 71 Tol-Brace Seismic Calculations Tigard High School Job# COOPER B-Line ?TOLCO 9000 SW Duram Rd Brace Identification SB 12 Brace Type(Per NFPA#13) NFPA Type B Braced Pipe 3" Sch.10 Steel Pipe Spacing of Brace 60'0" (18.29 m) Orientation of Brace Longitudinal Bracing Material 1" Sch.40 Maximum Brace Length 7' 0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener Fig.828 Along Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 3"Sch.10 Steel Pipe(76.2 mm) 60ft(18.3 m) G-Factor Used 0.4596 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 252 lbs(114 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 1425 lbs(646 kg) Fig.4L Clamp 1425 lbs(646 kg) Fig.909 No-Thread Swivel 1425 lbs(646 kg) Structural Member Steel I Beam Calculations prepared by Dana Thompson *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only,not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Tol-Brace Seismic Calculations McKinstry Co Project Address: Tigard High School01 I �y 1 Portland,Oregon CD R B-LI a TOLCO 9000 SW Duram Rd Tigard, Oregon _ ! Job# Calculations based on 2013 NFPA Pamphlet#13 Brace Information Tolco Brace Components Maximum Spacing 30'0" (9.14 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7_0" (2.13 m) Fig.1001 Clamp 1425 lbs(646 kg) Bracing Material 1" Sch.40 Fig.909 No-Thread Swivel 1425 lbs(646 kg) 45° Min. *Calculation Based on CONCENTRIC Loading Angle from Vertical _._ — *Please Note:These calculations are for Tolco components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42" (11 mm) Assembly Detail LIR Value 200 _ 7- Max Horizontal Load 1310 lbs(594 kg) Fig 828 Force Factor(Cp) 0.4596 _ rel ���/ TOLCO Fig 909 '7 Fastener Information 77 0 Fastener Orientation NFPA Type B a 4,.45. Maximum Load 1425 lbs(646 kg) :2' ..* TOLCO 71 Fig 2002 Diameter N/A _ — i ? Length N/A Type Fig.828 Across Beam Brace Identification on Plans SB 13 Orientation of Brace Lateral _ Braced Pipe:2.5"Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 2.5"Sch.10 Steel Pipe(63.5 mm) 30ft(9.1 m) 81 lbs(37 kg) 1.5"Sch.10 Steel Pipe(38.1 mm) 180ft(54.9 m) 251 lbs(114 kg) RFO PRou'r e - ,;,,, .-:-,,,,4-.' Percentage added for Fittings and Sprinklers 15% 50 lbs(22.68 kg) Total Adjusted Load of all pipe within Zone of Influence 383 lbs(174 kg) tTol-Brace Version 71 Tol-Brace Seismic Calculations Tigard High School Job# COOPER B-Line OTOLCO 9000 SW Dui am Rd Brace Identification SB 13 Brace Type(Per NFPA#13) NFPA Type B Braced Pipe 2.5" Sch.10 Steel Pipe Spacing of Brace 30'0" (9.14 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 7' 0"(2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener Fig.828 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 2.5"Sch.10 Steel Pipe(63.5 mm) 30ft(9.1 m) 1.5"Sch.10 Steel Pipe(38.1 mm) 180ft(54.9 m) G-Factor Used 0.4596 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 383 lbs(174 kg) Material Capacity 1310 lbs(594 kg) Fastener Capacity 1425 lbs(646 kg) Fig.1001 Clamp 1425 lbs (646 kg) Fig.909 No-Thread Swivel 1425 lbs(646 kg) Structural Member Steel I Beam Calculations prepared by Dana Thompson *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only,not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Tol-Brace Seismic Calculations McKinstry Co Project Address: Tigard High School Vit, 1 Portland,Oregon COWER B-LineTOLCO 9000 SW Duram Rd Tigard,Oregon Job# Calculations based on 2013 NFPA Pamphlet#13 Brace Information Tolco Brace Components Maximum Spacing 60' 0" (18.29 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7:012.1B m) Fig.4L Clamp 1425 lbs(646 kg) Bracing Material 1" Sch.40 Fig.909 No-Thread Swivel 1425 lbs(646 kg) 45° Min. *Calculation Based on CONCENTRIC Loading Angle from Vertical _.._ *Please Note:These calculations are for Tolco components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42" (11 mm) Assembly Detail L/R Value 200 TOLCO r===- __________ Max Horizontal Load 1310 lbs (594 kg) — Fig 828 Force Factor(Cp) 0.4596 - TOLCO ` ' Fig 909 ==, Fastener Information NI Fastener Orientation NFPA Type B _. __ r Maximum Load 1425 lbs (646 kg) �_ 0'' __ TOLCO ,,_- _ Fig 4L Diameter N/A Length N/A Type Fi9.828 Alone Beam Brace Identification on Plans SB 14 Orientation of Brace Longitudinal Braced Pipe:2.5"Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 2.5"Sch.10 Steel Pipe(63.5 mm) 60ft(18.3 m) 162 lbs(73 kg) 60,-- -f‘,,,,_,,,,, D.G ,i a Percentage added for Fittings and Sprinklers 15% 24 lbs(10.89 kg) Total Adjusted Load of all pipe within Zone of Influence 187 lbs(85 kg) {Tol-Brace Version 7) Tol-Brace Seismic Calculations Tigard High School Job# 01011 COOPER B-Line tTOLCO 9000 SW Duram Rd Brace Identification SB 14 Brace Type(Per NFPA#13) NFPA Type B Braced Pipe 2.5" Sch.10 Steel Pipe Spacing of Brace 60' 0" (18.29 m) Orientation of Brace Longitudinal Bracing Material 1" Sch.40 Maximum Brace Length 7' 0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener Fig.828 Along Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 2.5"Sch.10 Steel Pipe(63.5 mm) 60ft(18.3 m) G-Factor Used 0.4596 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 187 lbs(85 kg) Material Capacity 1310 lbs(594 kg) Fastener Capacity 1425 lbs(646 kg) Fig.4L Clamp 1425 lbs (646 kg) Fig.909 No-Thread Swivel 1425 lbs (646 kg) Structural Member Steel I Beam or Joist Calculations prepared by Dana Thompson "The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only,not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com