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Specifications
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MS o,.sct'j • L.0 049g- l ozSW • 1/7/2015 ELITE CARE LH CALC Page 2 Hydraulic Demand Graph 105 - I -(A) Water Source: A) 96 psi Static 90 -(-•` (B) B) 350 gpm at 95.86 psi Source at BOR: C) 95.57 psi Static 75 D) 170.5 gpm at 75.1 psi (D) E) 350 gpm at 18.11 psi 60 (F) Demand at BOR: P - F) 170.5 gpm at 65.47 psi S - 45 30 15 (E) 0 in i i l l I l l l l l r l l i i i i i i i i I i l i l l i l i i I I I I I I i i i I I I I I I I I I 050 100 150 200 250 300 350 GPM report created by the"Simple Hydraulic Calculator'version 2.3.4 from www.igneusinc.com 1/7/2015 ELITE CARE LH CALC Page 3 Supply Analysis Static Residual Available Total Required Node at Pressure Pressure Flow Pressure Demand Pressure [psi] [psi] [gpm] [psi] [gpm] [psi] SRC 96.0 94 .0 1480.0 95. 91 270.48 86.28 Node Analysis Elev Pressure Discharge Node Tag [ft] Type [psi] [gpm] 1.S 29.000 K=5. 60 11.846 1.9.274 25 29.000 K=5.60 11.990 19.391. 3S 29.000 K=5.60 12.459 19.767 4S 29.000 K=5.60 13.755 ', '20.769 5S 29.000 K-5.60 15.291 21.898 11S 29.000 K=5.60 7.004 14.820 12S 29.000 K=5. 60 7.752 15.592 13S 29.000 K=5. 60 10.094, 17.791 14S 29.000 K=5. 60 14.299 21.175 1 30.000 ref 11.795- 0.000 ' 2 30.000 ref 12.347 0.000 3 30.000 ref 13.038 0.000 4 30.000 ref 13.759 0.000 5 30.000 ref 15.341 0.000 11 30.000 ref 6.805 0.000 12 30.000 ref 7.577 ' - 0.000 13 30.000 ref 9.989 0.000 14 30.000 ref 14.319 0.000 101 29.000 ref 22.256 0.000 102 29.000 ref 23.365 0.000 103 29.000 ref 32.212 0.000 201 10.000 ref 45.883 0.000 TOR 10.000 ref 54.827 0.000 BOR 1-.000 ref 65.466 0.000 UG -5.000 ref 83.452 0.000 STREAM 0.000 ref 86.282 100.000 SRC 0.000 source 86.283 -270.478 report created by the"Simple Hydraulic Calculator"version 2.3.4 from www.igneusine.com 1/7/2015 ELITE CARE LH CALC Page 4 Pipe Information negative pipe flow(Q) indicates flow is from node 2 towards node 1 Node 1 Discharge Nom Fittings L[ft] total(Pt) Elev &Flow i.d. num&length F[ft] C factor elev(Pe) Node 2 [ft] K-factor [gpm] [in] [ft] T[ft] psi/ft frict(Pf) Notes 1 30.000 q= 0.000 1 11=5.000 1.000 Pt= 11.795 Mat="CPVC" Q= 19 274 1.1.01 5.000 C=150 - Pe= -0..433 1s 29.000 5.000 0.064 Pf= 0.381 2 30.000 q= 0.000 1 1c=5.000 2.300 Pt= 12.347 Mat="CPVC Q= 19.3.1 1..101. 1T=5.000 a 10.000 C 150'.' Pe= -0.433 2S 29.000 12.300 0.064 Pf= 0.790 3 30.000 q= 0.000 1 1E=5.000 5.200 Pt= 13.038 Mat="CPVC" • --Q= 19..767 1.101 1T=5.000 '10.000 C 150 Pe= -0.433 3S 29.000 15.200 0.067 Pf= 1.012 4 30.000 q= 0.000 1 =T=5.000 1.000 Pt= 13.759 Mat="CPVC" - : Q= 20..769 1.101 a 5.000 'C 150 '. '. .Pe= -0 433 45 29.000 6.000 0.073 Pf= 0.438 5 30.000 q= 0.000 1 1T-5.000 1.000 Pt= 15.341 Mat="CPVC" Q= 21..696 1.101 5.000 C=150 Pe= -0..433 58 29.000 6.000 0.08 Pf= 0.483 11 30.000 q= 0.000 1 1T=5.000 1.000 Pt= 6.805 Mat="CPVC" Q= 14..820 1.101 : : 5.000 C=150 'Pe= -0'.'433 115 29.000 6.000 0.039 Pf= 0.234 12 30.000 q= 0.000 1 1T=5.000 1.000 Pt= 7.577 Mat="C2V0" Q= 15.592 1.101 ''5_000 C=150 Pe=. -0.433 126 29.000 6.000 0.043 Pf= 0.258 13 30.000 q= 0.000 1 1T=5.000 1.000 Pt= 9.989 Mat="CPVC" Q= 17,791 1-101 5.000 3=150 Pe -0_433 13S 29.000 6.000 0.055 Pf= 0.329 14 30.000 q= 0.000 1 1T=5.000 1.000 Pt= 14.319 Mat="CPVC" Q= 21.1'S 1.101 5.000 C=150 Pe= -0.433 ..: 146 29.000 6.000 0.076 Pf= 0.454 1 30.000 q= 0.000 1 8.700 Pt= 11.795 Mat="CPVC" Q- 19.274 1.101 0.000 2=150 Pe 0.000. 2 30.000 8.700 0.064 Pf= -0.553 2 30.000 q= 0.300 1 3.000 Pt= 12.347 Mat="CPVC" 0= -38.665 1_101 : 0.000 0=150 Pe= 0.000 . _ 3.000 0.23 Pf= -0.691 3 30.000 q= 0.000 1.25 4.600 Pt= 13.038 Mat="CPVC" Q -58.4322 1.394 0.000 : C 150= Pe= 0.000 4 30.000 4.600 0.157 Pf= -0.721 4 30.000 q= 0.000 1.25 5.750 Pt= 13.759 Mat="CPVC" Q -79.201 1.394 0.000 3=150 Pe 0.000 5 30.000 5.750 0.275 Pf= -1 .582 5 30.000 q= 0.000 1.25 2T=12.000 3.000 Pt= 15.341 Mat="CPVC" Q=-101.099 1.399 12.000 C=150 Pe= 0.433 --- 29.000 15.000 0.432 Pf= -6.482 report created by the"Simple Hydraulic Calculator"version 2.3.4 from wwv.igneusinc.com • 1/7/2015 ELITE CARE LH CALC Page 5 Pipe Information, cont. Node 1 Discharge Nom Fittings L[ft] total(Pt) Elev &Flow i.d. num&length F[ft] C factor elev(Pe) Node 2 [ft] K-factor [gpm] [in] [ft] T(ft] psi/ft frict(Pf) Notes 11 30.000 q= 0.000 1 19.750 Pt= 6.805 Mat="CPVC" 4= -14.820 1.101 0.000 0=150 Pe' 0.000 12 30.000 9.750 0.039 Pf= -0.772 12 30.000 q= 0.000 1 16.330 Pt= 7.577 Mat="CPVC" 4- -30...412 1.101 C.000 0=150 Pe= 0.000 13 30.000 16.330 0.148 Pf= -2.413 13 30.000 q= 0.000 1 1HE=1.000 11.500 Pt= 9.989 Mat="CPVC" d. Q- -48.203 1.101 1.000 C=150 Pe= 0.000 I. 14 30.000 12.500 0.346 Pf= -4.330 14 30.000 q= 0.000 1.25 IE=6.000 28.000 Pt= 14.319 Mat="CPVC" Q= -69.379 1.394 1T=6.000 :12.000 C=150 Pe=.-0.433 102 29.000 40.000 0.215 Pf= -8.613 101 29.000 q= 0.000 2 15.000 Pt= 22.256 Mat="CPVC" Q=-10ll.099 2.0.03 -- 0.000 C=150 Pe= 0.000 102 29.000 15.000 0.074 Pf= -1.109 102 29.000 q= 0.000 2 1T=10.000 26.500 Pt= 23.365 Mat="CPVC" 9=-170.478 2.003 1E=9.000 19.000 0=150 Pe 0..000. 103 29.000 45.500 0.194 Pf= -8.847 103 29.000 q= 0.000 2 1E=9.000 19.000 Pt= 32.212 Mat="CPVC" Q=-170.478 2.003 9..000 C=150 Pe 8'..227 201 10.000 28.000 0.194 Pf= -5.444 201 10.000 q= 0.000 2 1T=10.000 18.000 Pt= 45.883 Mat="CPVC" _ Q 170.478, 2.003 2E=18.000 28.000 C=150 Pe= 0.000 TOR 10.000 46.000 0.194 Pf= -8.944 TOR 10.000 q= 0.000 2 1G=1.090 9.000 Pt= 54.827 Mat="ATHR.EAD" Q=-170.478 2.104 - : 1.090 :.I C=120 Pe= -3.897 Pdev=-4.41 psi BOR 1.000 10.090 0.231 Pf= -2.333 UG -5.000 q= 0.000 2.5 200.000 Pt= 83.452 Mat="CPVC" Q= 170.478 2..423 0..000 0=150 Pe= 2..598 BOR 1.000 200.000 0.077 Pf= 15.388 UG -5.000 c= 0.000 2.5 3LE=166.546 35.000 Pt= 83.452 Mat="CPVC" Q=-170.478 2.423 1T=1.2.000 -29.925 0=150 Pe= 2.165 SRC 0.000 15=1.379 64.925 0.077 Pf= -4.995 SRC 0.000 q=-270.478 4 0.100 Pt= 86.283 Mat="CDI" Q= 100.000 4.16 - 0.000 C=140 Pe= 0.000 STREAM 0.000 0.100 0.002 Pf= 0.000 Material Codes Pioe Material Fittinas CDI - Cement Lined Ductile Iron Thickness Class 50 G - Gate Valve CPVC - CPVC SDR 13.5 ASTM F442 LE - Long Radius 90 degree elbow ATHREAD - Allied Dyna-Thread Steel E [CPVC] - ASTM CPVC 90 degree elbow T [CPVC] - ASTM CPVC Tee - Flow turn 90 degrees HE [CPVC] - ASTM CPVC 45 degree elbow report created by the"Simple Hydraulic Calculator"version 2.3.4 from www.igneusinc.com 1/7/2015 ELITE CARE LH CALC Page 6 Backflow Preventer in Pipe "21" 14 (H) Given Values: A) 5 psi at 0.0 gpm 12 - B) 85 gpm at 7.5 psi _ C) 100 gpm at 7.5 psi D) 150 gpm at psi E) 200 gpm at 5 psi 10 F) 250gpmat6psi O G) 350 gpm at 9 psi Extrapolated: 8 H) 516.7 gpm at 14 psi S - I Calculated: 6 X) 170.5 gpm at4.41 psi 4 2 0 l l l l I I I I Ill Itl Ill IllIllIlt IIIIII111 tlllllllt IllIllIll 0 100 200 300 400 500 600 700 GPM report created by the"Simple Hydraulic Calculator"version 2.3.4 from Nnvev.igneusinc.com 4,s9 PROFS,6, 652 GINe Hydraulic Calculations E� for � b JGO Project: ELITE CARE KNOLL EPIRE5sj3oj2015 Drawing no.: FP3 Date: 12/11/2014 Design Remote area number: 2 Remote area location: TOP FLOOR Occupancy classification: RESIDENTIAL 13D Density: 0.05 GPM/SQ FT Area of application: 2 SPRINKLERS Coverage per sprinkler: VARIES Type of sprinklers calculated: RES PEND, K=5.6 No. of sprinklers calculated: 2 In rack demand: N/A Hose streams: N/A outside 4- N/A inside Total water required (including hose streams): 40.55 gpm at 45.73 psi [ 50.26 psi safety margin Total water required at base of system riser: 40.55 gpm at 44.95 psi Type of system: wet pipe Volume of dry or preaction system: N/A Water Supply information Date: 9-23-09 Location: HUNZIKER &KNOLL Source: CITY MAIN Contractor: Impact Fire Protection Services Under contract with: SG-ID Name of designer: Lynn Robinson Authority having jurisdiction: TIGARD FIRE DEPT Notes 12/11/2014 ELITE CARE LH CALC Page 2 Hydraulic Demand Graph 105 - I -{i) Water Source: A) 96 psi Static 90 -(C) (D) (E) B) 70 gpm at 95.99 psi - Source at BOR: C) 95.57 psi Static 75 D) 40.6 gpm at 95.21 psi E) 70 gpm at 94.6 psi 60 Demand at BOR: P - F) 40.6 gpm at 44.95 psi S - - 45 _.. - _ _ _ - _ (F) 30 15 0 in- till I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I 010 20 30 40 50 60 70 GPM report created by the"Simple Hydraulic Calculator version 2.3.4 from www.igneusinc.com 12/11/2014 ELITE CARE LH CALC Page 3 Supply Analysis Static Residual Available Total Required Node at Pressure Pressure Flow Pressure Demand Pressure [psi] [psi] [gpm] [psi] [gpm] (psi] S3C 96. 0 94.0 1480. 0 96.0 40.55 45.73 Node Analysis Elev Pressure Discharge Node Tag [ft] Type [psi] [gpm] 2"-5 29.000 K=4.90 16. 660 20.000 22S 29.000 K=4.90 17.590 20.551 21 30.000 ref 17.064 0.000 22 30.000 ref 18.037 0.000 100 29.000 ref 24.444 0.000 101 29.000 ref 24.649 0.000 102 29.000 ref 24 .854 0.000 103 29.000 ref 25.475 0.000 201 10.000 ref 34.084 0.000 TOR 10.000 ref 34 .698 0.000 BOA 1.000 ref 44. 951 0.000 UG 5.000 ref 47 .549 0.000 • SRC 0.000 source 45.735 -40.551 • report created by the 'Simple Hydraulic Calculator"version 2.3.4 from www.igneusine.com 12/11/2014 ELITE CARE LH CALC Page 4 Pipe Information negative pipe flow(Q) indicates flow is from node 2 towards node 1 Node 1 Discharge Nom Fittings L[ft] total(Pt) Elev &Flow i.d. num&length F [ft] C factor elev(Pe) Node 2 [ft] K-factor [gpm] [in] [ft] T[ft] psi/ft frict(Pf) Notes 21 30.000 q= 0.000 1 1E=5.000 2.300 Pt= 17.064 Mat="CPVC" Q= 20.000 1.101 1T=5'.000 10.000 C=150 Pe= -0 433 21S 29.000 12.300 0.068 Pf= 0.837 22 30.000 q= 0.000 1 1E=5.000 2.300 Pt= 18.037 Mat="CPVC" Q :_ 20.551 1.101'. 1T=5.000 10.000 C=150 -.Pe= -0.433 22S 29.000 12.300 0.072 Pf= 0.880 21 30.000 q= 0.000 1 1T=5.000 9.300 Pt= 17.064 Mat="CPVC" 4= -20.000 1.121 5.000 C=150: Pe=..0.000 22 30.000 14.300 0.068 Pf= -0.973 22 30.000 q= 0.000 1 2T=10.000 13.750 Pt= 18.037 Mat="CPVC" Q= -40.551 1.101.. : 10.000 0=150 Pe= -0.433 100 29.000 23.750 0.252 Pf= -5.975 100 29.000 q= 0.000 2 15.000 Pt= 24.444 Mat="CPVC" 0 40.551. 2-003 0.000 C=150 Pe 0..000 101 29.000 15.000 0.014 .88= -0.205 101 29.000 q= 0.000 2 15.000 Pt= 24.649 Mat="CPVC" Q= 40.551 2.003 0.000 C=150 Pe= 0.000 102 29.000 15.000 0.014 Pf= -0.205 102 23.000 q= 0.000 2 1T=10.000 26.500 Pt= 24.854 Mat="CPVC" Q= -40..551 :2.003 1E=9.000 19.000 C=150 Pe 0.000 103 29.000 45.500 0.014 Pf= -0.621 103 29.000 q= 0.000 2 1E=9.000 19.000 Pt= 25.475 Mat="CPVC" Q= -40..551 2.003 9.000 0=150 Pe= -8.227 201 10.000 __. 28.000 0.014 Pf= -0.382 201 10.000 q= 0.000 2 1T=10.000 17.000 Pt= 34.084 Mat="CPVC" Q 40.551-2.003 2E=18.000 28.000 C 150 „ Pe 0.,000 TOR 10.000 45.000 0.014 Pf= -0.614 TOR 10.000 q= 0.000 2 1G=1.090 9.000 Pt= 34.698 Mat="ATHREAD" Q -40.551 2.1.04 - 1.090 C=120 Pe= -3.897.Pdev=-6.19 psi BOR 1.000 10.090 0.016 Pf= -0.164 LTG -5.000 q= 0.000 2.5 200.000 Pt= 47.549 Mat="CPVC" 0- 0.000 2.423 . 0.000 . C=150 r:Pe= 2.598 BOR 1.000 200.000 0 Pf= 0.000 BOR 1.000 q= 0.000 2.5 3LE=16.546 35.000 Pt= 44.951 Mat="CPVC" 0= -40.551,. 2.423 1T=12.000 -=-29.925 C 150. Pe= 80.433 SRC 0.000 15=1.379 64.925 0.005 Pf= -0.351 Material Codes Pig.)Material Fittings CPVC - CPVC SDR 13.5 ASTM F442 G - Gate Valve ATHREAD - Allied Dyna-Thread Steel LE - Long Radius 90 degree elbow E [CPVC] - ASTM CPVC 90 degree elbow T [CPVC] - ASTM CPVC Tee - Flow turn 90 degrees report created by the"Simple Hydraulic Calculator"version 2.3.4 from www.igneusinc.com 12/11/2014 ELITE CARE LH CALC Page 5 Backflow Preventer in Pipe "21" (H) 14 Given Values: A) 5 psi at0.0 gpm B) 85 gpm at 7.5 psi 12 _ C) 100 gpm at 7.5 psi D) 150 gpm at psi E) 200 gpm at 5 psi 10 - F) 250 gpm at psi _ � ) G) 350 gpm at 9 psi Extrapolated: 8 (WC) P - H) 516.7 gpm at 14 psi S - 1 Calculated: 6 X) 40.6 gpm at 6.19 psi 4 2 0 1 1 1 1 1 1 1 1 111111111 III111111 IIIIIIIII IIIII1111 IIIIIIIII 0 100 200 300 400 500 600 700 GPM report created by the"Simple Hydraulic Calculator"version 2.3.4 from www.igneusinc.com