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Report 20 i t-f-DDD S g2.0 0 b ) \-� FIRE PROTECTION, INC. •4 9095 S.W. Burnham Tigard, OR 97223 WESTSIDE CHRISTIAN HIGH SCHOOL: GYM 8200 SW STREET TI D, OREGON 97223 FIRE PROTECTION HYDRAULIC CALCULATIONS e cc cc. r.c e- e O n CO C O C O e e c e: co e e .a s—�•—_•-z•---=• - C e C E e c 6 c e e c Hydraulics Summary Sheet ti C- E RG C 006 WYATT FIRE PROTECTION E b.gs ion x B P EARGON 9095 SW BURNHAM C0C a C a1c0Yly tB ?kARSDN ` TIGARD, OR. 97223 Date: 6/20/2013 503-684-2928 0:6 0:6 G 0 6 U 6 3 Project Information c app i= dmuiacs Information 6 0:0 R O E C e c 0 0 e WESTSIDE CHRISTIAN HIGH SCHOOL Demand. . . 8200 SW PFAFFLE ST. Sprinkler TIGARD, OR. 97223 Required Pres : 69 .70 PSI ' GYMNASIUM Required Flow: 210. 72 GPM Static Elev: 0.00 Ft Contract No: System Building: GYM Total Pres : 69 .42 PSI System ID: WESTSIDE CHRISTIAN HIGH SCHOOND@ ; ; Add' l Flows : 100.00 GPM ; Ref Drawing: FP-1 Hose at Srce: 0 .00 GPM Total Flow: 310 .72 GPM Const : STEEL TRUSS Occupancy: SCHOOL GYM Supply. . . Water Flow Test Authority: CITY OF TIGARD Static: 78.00 PSI Residual: 63.00 PSI Qty Flowing: 1901.00 GPM FT Elevation: 0.00 Ft System Information Date: Time: By: Hydraulics Design Criteria Standard: NFPA #13 Pump Data Hazard: LIGHT Rated 0.0 PSI@ 0. 0 GPM Figure : 112311 Curve: LIGHT Boost Pres (NA) PSI System Type: WET Discharge Pres (NA) PSI Discharge Flow (NA) GPM Density: . 10 GPM/SqFt Remote Area: 1636 SqFt Combined Spr Cov: 400MAX SqFt Static: (NA) PSI Residual: (NA) PSI Sprinklers & Nozzles Flow: (NA) GPM Manufac : RELIABLE Model: J112 Available. . . Size: 3/4" P) 77 .47 PSI@ 310.72 GPM K-Factor: 11.2 F) 69.42 PSI@ 1406.26 GPM Temp Rating: 155F Margin. . . Pressure: 8.06 PSI 2B° Flow: 1095 . 54 GPM 623 Sigma Dynamics Corporation ij ;r✓ 7700 Hydraulics TTAL SERIAL NO:4126HY1 /�9 . q! i A. 4,- 06-21-2013 PAGE 1 SUBMI T.TTI P'1 RIf1 T Thin f•TTtl,T 11 III r r TT TI'ITT 4,fl TT1111T �/ � .���` EXPIRES:L J/ J3 STATIC 78.00 PSI RESIDUAL 63.00 PSI @ 1901,WGPK-C CC f c CC �p C 0 0 C 00 G 0 l= f C 0.496 C C Cis C CITY PRESSURE AVAILABLE AT 310!:7: LPM: F '47 . 47`PSIe SUMMARY OF SPRINKLER OUTFLOWS " C, cc C G¢C • C C C C CC G GC e G C e0 C e e 0C C G C ACTUAL MINIMUM e ° c E e e e € c ¢' o c C cc SPR FLOW FLOW K—FACTOR iRE SSURE 201 44.79 40.00 11.20 ':'216::00% eee 202 44. 60 40. 00 11.20 : 15:. 8600 203 41. 15 40.00 11.20 E : 204 40.00 40 . 00 11.20 12. 76 205 40.18 40. 00 11.20 12 . 87 TOTAL WATER REQUIRED FOR SYSTEM 210.72 GPM OUTFLOWS AT 3 100. 00 GPM TOTAL WATER REQUIREMENT 310. 72 GPM PRESSURE REQUIRED AT 0 69. 42 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0 . 00 PSI MAXIMUM VELOCITY FROM 11 TO 12 15 . 11 FPS SUBMITTAL SERIAL N0:4126HY1 co oo or F ` °06-21-2013 PAGE 2 J e a n r c e e e c C WESTSIDE CHRISTIAN HIGH SCHOOL e r wee e e cc e e ¢ 5 GYM LIGHT HAZARD ` ` c c C G o ,. a CO c Location Flow Pipe Fittings Eguiv Fxict or Pressure in Size & G �ngt � e LOS" ummary From To GPM IN Devices Q : Eta f BSI/ 't e o PSI e e e G ... C 205 204 1.536 L 18. 00 C=120 PT 12 . 76 (204) Q 10. 67 F=0 F,* eov ©0 ' ee. ce® PE 0. 00 BL1 T: '.8:Op :,D 0O€4A PF 0. 12 C 0 0 C C C C C C C e CCC G e C C C CC 126 205DQ 40. 18 1.536 L 14. 60 C=120 PT 12. 88 (205 ) Q 50. 85 F=0/T F 6. 00 PE 0 .00 BL1 T 20. 60 0. 1142 PF 2.35 26 126 1. 536 L 1.50 C=120 PT 15. 23 (126) Q 50. 85 F=T F 6. 00 PE 0 . 65 RN2 T 7 . 50 0 . 1142 PF 0.86 25 26 1.536 L 18. 30 C=120 PT 16. 74 ( 26) Q 50.85 F=0 F 0. 00 PE 0.00 CM2 T 18 . 30 0 .1142 PF 2.09 PT 18. 83 ( 25) 203 204 1. 536 L 18. 00 C=120 PT 12. 76 (204) Q 29 .33 F=0 F 0.00 PE 0.00 BL1 T 18 . 00 0 .0412 PF 0.74 116 203DQ 41. 15 1.536 L 32.40 C=120 PT 13. 50 (203) Q 70. 47 F=T F 6. 00 PE 0 . 00 BL1 T 38 .40 0. 2088 PF 8.02 16 116 1. 536 L 1. 50 C=120 PT 21. 52 (116) Q 70.47 F=T F 6.00 PE 0. 65 RN1 T 7 . 50 0 . 2088 PF 1. 57 15 16 2.203 L 18 . 30 C=120 PT 23. 74 ( ' 16) Q 70.47 F=0 F 0 . 00 PE 0 .00 CM1 T 18. 30 0 .0361 PF 0. 66 PT 24.40 ( 15) 125 202 1. 536 L 22 .80 C=120 PT 15 . 86 (202) Q 33. 55 F=0/T F 6 .00 PE 0 . 00 BL1 T 28 . 80 0 .0529 PF 1 . 52 25 125 1.536 L 2. 30 C=120 PT 17. 38 (125) Q 33.55 F=T F 6.00 PE 1. 00 RN2 T 8. 30 0.0529 PF 0.44 24 25DQ 50. 85 1.536 L 18 .70 C=120 PT 18. 82 ( 25 ) Q 84.40 F=0 F 0 .00 PE 0 . 00 CM2 T 18.70 0. 2915 PF 5 . 45 PT 24. 27 ( 24) .�vuaaasxrai, ar+A2-nL 1 L .'kiLOnhi VD-h1-4U13 YAtjh 3 WESTSIDE CHRISTIAN HIGH SCHOOL GYM LIGHT HAZARD DE ff Qc O C C C cFC � c ee c c a e Location Flow Pipe Fittings :Equiv Q '0Fribft'ionc.EPressure in Size & Length Loss Summary From To GPM IN Devices C Ft psi/Ft„,, PSI f.. coo © c co e e e 201 202 1 . 536 L ` 20 . 0D i.=12"0° kT 15 .86 (202 ) Q 11. 06 F=0 F 0. 00 PE 0.00 BL1 T:' e2 ©00 el o0f8. PF 0. 14 e s c m e c e e 115 201DQ 44.79 1. 536 L: eaD °2O : .412 ®` PT 16. 00 (201) Q 55 .85 F=T F 6. 00 PE 0 .00 BL1 T 46.20 0. 1358 PF 6.27 15 115 1. 536 L 2 . 30 C=120 PT 22.27 (115 ) Q 55 . 85 F=T F 6.00 PE 1.00 RN1 T 8. 30 0 . 1358 PF 1 .13 14 15DQ 7.0 .47 2 . 203 L 18. 70 C=120 PT . 40 ( 15 ) Q 126 . 32 F=0 F 0 .00 E 0.00 CM1 T 18.70 0 . 1061 PF 1.98 PT 26. 38 ( 14) 124 24 1. 536 L 3.00 C=120 PT 24.27 ( 24) Q 19 . 10 F=T F 6. 00 PE -1. 30 RN2 T 9.00 0 . 0187 PF 0. 17 114 124 1.536 L 83.00 C=120 PT 23 . 14 (124) Q 19 . 10 F=T/T F 12.00 PE 0.00 BL1 T 95 .00 0 .0187 PF 1.78 14 114 1. 536 L 3 .00 C=120 PT 24.92 (114) Q 19 . 10 F=T F 6.00 PE 1.30 RN1 T 9.00 0 . 0187 PF 0.17 13 14DQ 126. 32 2. 203 L 19 .40 C=120 PT 26.39 ( 14) Q 145 .42 F=0 F 0 . 00 PE 0.00 CM1 T 19.40 0 . 1377 PF 2.67 PT 29.06 ( 13) 23 24 1. 536 L 19 .40 C=120 PT 24.27 ( 24) Q 65 . 30 F=0 F 0 .00 PE 0.00 CM2 T 19 . 40 0.1814 PF 3 . 52 123 23DQ -50. 83 1 .536 L 3 .00 C=120 PT 27 . 79 ( 23) Q 14.47 F=T F 6 . 00 PE -1.30 RN2 T 9.00 0 . 0112 PF 0. 10 113 123 1 . 536 L 83 . 00 C=120 PT 26. 59 (123) Q 14.47 F=T/T F 12.00 PE 0.00 BL1 T 95 .00 0 . 0112 PF 1. 06 SUBMITTAL SERIAL NO:4126HY1. , ' :+16-21-2013 PAGE 4 WESTSIDE CHRISTIAN HIGH SCHOOL " GYM LIGHT HAZARD ` . : : • ` , f Location Flow Pipe Fittings , Eguiv , Friction„ Pressure in Size & : : eiiath : ;, Lost, -" Summary From To GPM IN Devices , : Et: : : BSI/ 't - PSI r , f r, r 13 113 1. 536 L 3. 00 C=120 PT 27 . 65 (113 ) Q 14.47 F=T Fy ':'5,09 ,-, :', :'. PE 1.30 RN1 T: : 9:01) :.S9.c112= PF 0. 10 12 13DQ 145 .42 2. 203 L 18. 70 C=120 PT 29. 05 ( 13 ) Q 159.89 F=0 F 0.00 PE 0 .00 CM1 T 18. 70 0. 1642 PF 3.07 PT 32 . 12 ( 12) 22 23 1. 536 L 18. 70 C=120 PT 27 .79 ( 23) Q 50 . 83 F=0 F 0. 00 PE 0 .00 CM2 T 18.70 0 .1141 PF 2.13 122 22DQ -31. 16 1. 536 L 2 . 30 C=120 PT 29 . 92 ( 22) Q 19 . 67 F=T F 6.00 PE -1.00 RN2 T 8.30 0 . 0197 PF 0. 16 112 122 1. 536 L 83 .00 C=120 PT 29 .08 (122) Q 19. 67 F=T/T F 12.00 PE 0 .00 BLi T 95 .00 0 . 0197 PF 1 .87 12 112 , 1. 536 L 2 . 30 C=120 PT 30.95 (112) Q 19. 67 F=T F 6 . 00 PE 1. 00 RN1 T 8 . 30 0. 0197 PF 0.16 11 12DQ 159. 89 2.203 L 18. 30 C=120 PT 32.11 ( 12) Q 179 . 56 F=0 F 0 . 00 PE 0 .00 CM1 T 18 . 30 0 . 2035 PF 3 . 72 PT 35.83 ( 11) 21 22 1. 536 L 18. 30 C=120 PT 29.92 ( 22) Q 31. 16 F=0 F 0. 00 PE 0.00 CM2 T 18 .30 0 . 0461 PF 0. 84 121 21 1. 536 L 1 . 50 C=120 PT 30 . 76 ( 21) Q 31. 16 F=T F 6 . 00 PE -0 .65 RN2 T 7 . 50 0 . 0461 PF 0.35 111 121 1. 536 L 83.00 C=120 PT 30. 46 (121) Q 31. 16 F=T/T F 12 . 00 PE 0 . 00 BL1 T 95 .00 0. 0461 PF 4. 38 11 111 1 . 536 L 1 . 50 C=120 PT 34.84 (111) Q 31.16 F=T F 6.00 PE 0 . 65 RN1 T 7 . 50 0 . 0461 PF 0 .35 G.P.M. 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G C' o 0e cr. a ea - t e o tee cc c' C e S' e C-- cl £. 6 n C' Cl G C• C. a C. C' 9 .. ci 6 H e e ae a ecc c e c e c o o co o TUALATIN VALLEY WATER DIST! 3CT aesE# 3 : L 9 tl O P C f C tl 0 FIRE HYDRANT FLOW TEST REPORT Hydrant ID#: 1S1W36C5H50 600 6450 c C CC 00 C o e 0 e o C e li t 6 8 6 6 6 6 6 6 a e occ cce ce Location: PFAFFLE ST&82ND AVE 1W7/2012 Test made by: HERB&JAMES Witness: Time: 12:45 Project name: • Discharge coefficient: .54816 Inside dia. of outlet= 4.5 inches Pitot reading = 33 psi Pitot 2 = 0 psi Observed flow rate = 1901.5 gpm Flow method: HOSE MONSTER v0 l Static pressure: 78 psi Residual pressure: 63 psi �7 Flow at 20psi residual pressure (calculated): 3947 gpm /!- Location map: To be attached to test report and to show which hydrants were used to monitor residual pressure and flow. Gage information: Static and residual pressure nape: 120997-2C Pilot nape: 9864E-1 Hydrant information: Hydrant ID Year Make Notes Flow hydrant: 1S1W36C5H50 1995 US PIPE see map for location Read hydrant: 1 S1 W36C6H50 2001 WATEROUS see map for location Remarks: The mapping,flow or pressure information contained herein reflects conditions on the date and time of the test. Tualatin Valley Water District makes no representation as to the system's ability to meet specific fire flow requirements. Future system capability may differ from the flows reported herein because of subsequent modifications to the district's system and/or because flow and pressure may vary by time of day and season. Test gage callibration • information available upon request. (j3(5 k./f." C1-\•) F(4—) LSI)3 . 2,s1 - t s o"f (, • . e 0 0`. r.C 0 0 011 f! 0' 0 0.e ... . eSeer 000. 0 \ 000 EC •- •-i... e 0 C 0 0-0 0 C 0 S a C 0 0 C° 'r. :-. . : 1 C(.,C 12 •-• ci-,-.6 .. it. DATE . .. . ,G1 • 0 C. e or er e c 71 TIME i 1 1,C15-19 . ° coo coo ' cot. rr y . i z c 0 e C 4 c, e‘i. Cr 9„ e 0 4 0 Cn DONE BY .T H ,w EV/ "—I M AIIIIMINImm 1 020 000 0 0 CV -- 0 00600C STATIC 79; rii . C. c o c a o c o c c 000 00 g A ">?) A 0 C 5 F.0 0 RESIDUAL d 0 CC G we ... 0, 11 . 84th 4 1 Amenni... PITOT o_....-3 READ GAUGE ikqq7—oc A141' 1111 PITOT GAUGE li.b/E'i rr-1 I! • MN - FLOW HYD. Mg:5— 0.5. P ;,€, p ,_e-cv READ HYD. .4,6 I uirk4kyl9ihc - . .,.. ........• .: z,... -0 .... T. .. • • -7-1 ....-?....1 1-- • .. .. r., . ./. 1 ' • . .. . 82 d i • r s '—7 •-r ..`1 • , 1 .0 1 ...._.. 1 oWi P) .. \ o .,. :•.„., _ - • : . . . . • , *. ...•. l 'A /.7... , . ••••• '' 01 141 fir IIN 8 \ n : % z 2011•i. li II , • ...... \ , a. .. 1 79th . . --...._,-,. %, ev., st\ Ei. 2 .DD 111= • ■ s.■ .. S. cl. • ..) •. 1 . • ‘ •.. Mill Cr, • n \ I —to kr) . : • G •