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20150117 Bldg A Fire Calcs 08062015r� _ _ Fire Protection by Computer Design UMI PO BOX 1457 MARYSVILLW WA 98270 Job Name YELM BUILDING A Building Location System Contract Data File YELM BUILDING A.WXF V�'ASI I f.VG,TL�N STATE r CERTI FiCATE OF COAAMTENCY II FIRM PROTECTION SPRINKLF,R SYSTF. \3S 6616-019$ -C � Me of Sale Fire arshaf N m llNLIMM1093 Expires 12/31/15 SEAL MUST BE SIGNED AND DATED TO BE VALID Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 E \ �& \2 // N Q ± _ 00�21 ƒ 3 � ƒ % � � $\ � GN \/ \\\ // % 7 CZ �) 2 2? -0 =mE=2= o ®EE2Ep / 7== = =I §7727 3Co�(� 3 / \ \§mf §222122 E / \ / � % /� q2 3: O LL \ / 00 9/Q .. $ .. = j)/ e a) C§§ C)- g o c = - nn \65 _I o \ o / \// ® / 9/\/ / x 0 0 0 0 0 0 0 0 \ « e w e r m q E I± CO 2= I± \ 0 < / E n \ \ i k \ § � � E @ \ _ \ a E / 3 000 E \ @ o00 q& _ ® o00 cz © o00 - o00 ~ o00 ° o00 = o00 = o00 LO o00 « o00 \ E o0o § @ n m 22 a) 22C, a) Cl) CZ 9 o n » 7 0-0 \ 22C\j ®=3 -o 7®=5 \ \ §a) E E cz Q CZ / >E=n= ~ / §� �§ LL 3of0 z _ = ° ° n o -- - 2 co co _> \\ \ \ 7 0 't 3 \__ 0 =7 ///22\ 2 - 2 // / *% // i i 2% - ®7 _ 2) / Eff k- ©- k k� /f a a //n% 03\� k�f � wr - C/) $ _ // EI2 ) _ _ _ ¥ R - g « } } % g \ 7 2 r s± =E \ /f /E\ 5 cz C:0 -0 0 .»C 0== ® /\R§ co U) / =7 n= _0z co \k E \\ // ==l a) / Eo) a) D a- -0 �- = C/) 3 _$'Q ± fo83o E®= -I= 0)3=2/3 2 z /=eo\ » cz 3 $ 2 F / ®« 3 / ƒ\ j \ \ \E E �� =_/ ��yo 2 ) x =- \ �§ / /�� > /k /LL • _ 2± /{ Q_ _ a Ec�G 922@ ƒ2E:o 3e LL _» E< LL NC" = 6 -i ±E =_� z±3nm2 Pressure / Flow Summary - STANDARD UMI Page 3 YELM BUILDING A Date 7 -27 -15 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. S1 29.5 4.9 7.0 na 12.96 0.05 100 7.0 T1 29.5 7.73 na T2 29.5 8.66 na T3 29.5 8.65 na XX8 29.5 9.22 na 3R5 29.5 9.41 na 1R5 8.5 18.6 na XX4 8.5 18.74 na XX3 8.5 19.67 na XX2 8.5 21.33 na XX1 8.5 21.74 na TOR 8.5 22.33 na BF 4.0 27.38 na SPIG 1.0 34.49 na CITY -3.0 38.49 na 100.0 S2 29.5 4.9 7.54 na 13.45 0.05 100 7.0 S3 29.5 4.9 7.58 na 13.49 0.05 100 7.0 S4 29.5 4.9 7.87 na 13.75 0.05 100 7.0 XX7 29.5 10.28 na XX6 29.5 12.03 na XX5 29.5 12.23 na 3R1 29.5 12.32 na 1R1 8.5 21.66 na 3R2 29.5 12.13 na 1R2 8.5 21.27 na 3R3 29.5 10.42 na 1R3 8.5 19.59 na 3R4 29.5 9.43 na 1R4 8.5 18.63 na The maximum velocity is 9.18 and it occurs in the pipe between nodes S4 and T3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen - Williams - 2007 UMI Page 4 YELM BUILDING A Date 7 -27 -15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe P Notes Point Qt Pf /Ft Eqv. Ln. Total P P S1 12.96 1.101 2N 14.0 9.000 7.000 K Factor = 4.90 to 150.0 R 1.0 15.000 0.0 T1 12.96 0.0305 0.0 24.000 0.732 Vel = 4.37 T1 13.46 1.101 O 5.0 3.130 7.732 to 150.0 0.0 5.000 0.0 T2 26.42 0.1139 0.0 8.130 0.926 Vel = 8.90 T2 -32.79 1.598 2R 2.0 7.500 8.658 to 150.0 0.0 2.000 0.0 T3 -6.37 - 0.0014 0.0 9.500 -0.013 Vel = 1.02 T3 27.24 1.598 3R 3.0 26.920 8.645 to 150.0 2N 18.0 21.000 0.0 XX8 20.87 0.0120 0.0 47.920 0.575 Vel = 3.34 XX8 -10.61 1.598 5R 5.0 34.460 9.220 to 150.0 2N 18.0 23.000 0.0 31R5 10.26 0.0032 0.0 57.460 0.185 Vel = 1.64 3R5 0.0 1.598 R 1.0 20.000 9.405 to 150.0 N 9.0 10.000 9.095 1R5 10.26 0.0032 0.0 30.000 0.097 Vel = 1.64 1 R5 0.0 1.598 4R 4.0 33.080 18.597 to 150.0 O 8.0 12.000 0.0 XX4 10.26 0.0032 0.0 45.080 0.146 Vel = 1.64 XX4 10.61 1.598 6R 6.0 53.080 18.743 to 150.0 2N 18.0 24.000 0.0 XX3 20.87 0.0120 0.0 77.080 0.924 Vel = 3.34 XX3 8.63 1.598 7R 7.0 48.080 19.667 to 150.0 2N 18.0 25.000 0.0 XX2 29.5 0.0228 0.0 73.080 1.663 Vel = 4.72 XX2 7.18 2.003 5R 5.0 31.540 21.330 to 150.0 0.0 5.000 0.0 XX1 36.68 0.0113 0.0 36.540 0.414 Vel = 3.73 XX1 16.97 2.003 3R 3.0 11.420 21.744 to 150.0 N 11.0 14.000 0.0 TOR 53.65 0.0229 0.0 25.420 0.583 Vel = 5.46 TOR 0.0 2.003 Fsp 0.0 4.500 22.327 to 150.0 0.0 0.0 4.949 Fixed Loss = 3 BF 53.65 0.0229 0.0 4.500 0.103 Vel = 5.46 BF 0.0 2.003 Zaa 0.0 4.000 27.379 to 150.0 0.0 0.0 7.015 Fixed Loss = 5.716 SPIG 53.65 0.0230 0.0 4.000 0.092 Vel = 5.46 SPIG 0.0 1.985 0.0 95.000 34.486 to 150.0 0.0 0.0 1.732 CITY 53.65 0.0239 0.0 95.000 2.274 Vel = 5.56 100.00 Qa = 100.00 153.65 38.492 K Factor = 24.77 S2 13.45 1.101 O 5.0 1.000 7.536 K Factor = 4.90 to 150.0 0.0 5.000 0.0 T1 13.45 0.0327 0.0 6.000 0.196 Vel = 4.53 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen - Williams UMI Page 5 YELM BUILDING A Date 7 -27 -15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe P Notes Point Qt Pf /Ft Eqv. Ln. Total P P 13.45 7.732 K Factor = 4.84 S3 13.49 1.101 R 1.0 8.000 7.577 K Factor = 4.90 to 150.0 0.0 1.000 0.0 S4 13.49 0.0328 0.0 9.000 0.295 Vel = 4.55 S4 13.75 1.101 O 5.0 1.417 7.872 K Factor = 4.90 to 150.0 0.0 5.000 0.0 T3 27.24 0.1205 0.0 6.417 0.773 Vel = 9.18 0.0 27.24 8.645 K Factor= 9.26 T2 32.78 1.598 2R 2.0 20.670 8.658 to 150.0 4N 36.0 38.000 0.0 XX7 32.78 0.0277 0.0 58.670 1.623 Vel = 5.24 XX7 -8.63 1.598 7R 7.0 50.080 10.281 to 150.0 6N 54.0 61.000 0.0 XX6 24.15 0.0157 0.0 111.080 1.746 Vel = 3.86 XX6 -7.18 1.598 4R 4.0 20.540 12.027 to 150.0 0.0 4.000 0.0 XX5 16.97 0.0082 0.0 24.540 0.201 Vel = 2.71 XX5 0.0 1.598 N 9.0 2.000 12.228 to 150.0 0.0 9.000 0.0 31R1 16.97 0.0082 0.0 11.000 0.090 Vel = 2.71 3R1 0.0 1.598 R 1.0 20.000 12.318 to 150.0 N 9.0 10.000 9.095 1R1 16.97 0.0082 0.0 30.000 0.245 Vel = 2.71 1 R1 0.0 2.003 20 20.0 11.670 21.658 to 150.0 0.0 20.000 0.0 XX1 16.97 0.0027 0.0 31.670 0.086 Vel = 1.73 0.0 16.97 21.744 K Factor= 3.64 XX6 7.19 1.598 2R 2.0 23.420 12.027 to 150.0 4N 36.0 38.000 0.0 31R2 7.19 0.0017 0.0 61.420 0.103 Vel = 1.15 31R2 0.0 1.598 R 1.0 20.000 12.130 to 150.0 N 9.0 10.000 9.095 1R2 7.19 0.0017 0.0 30.000 0.050 Vel = 1.15 1R2 0.0 1.598 2N 18.0 7.170 21.275 to 150.0 O 8.0 26.000 0.0 XX2 7.19 0.0017 0.0 33.170 0.055 Vel = 1.15 0.0 7.19 21.330 K Factor= 1.56 XX7 8.63 1.598 2R 2.0 23.420 10.281 to 150.0 4N 36.0 38.000 0.0 31R3 8.63 0.0023 0.0 61.420 0.143 Vel = 1.38 31R3 0.0 1.598 R 1.0 20.000 10.424 to 150.0 N 9.0 10.000 9.095 1 R3 8.63 0.0024 0.0 30.000 0.071 Vel = 1.38 1 R3 0.0 1.598 2N 18.0 7.170 19.590 to 150.0 O 8.0 26.000 0.0 XX3 8.63 0.0023 0.0 33.170 0.077 Vel = 1.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen - Williams UMI Page 6 YELM BUILDING A Date 7 -27 -15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf /Ft Eqv. Ln. Total Pf Pn 0.0 8.63 19.667 K Factor= 1.95 XX8 10.61 1.598 2R 2.0 23.420 9.220 to 150.0 4N 36.0 38.000 0.0 3R4 10.61 0.0034 0.0 61.420 0.211 Vel = 1.70 3R4 0.0 1.598 R 1.0 20.000 9.431 to 150.0 N 9.0 10.000 9.095 1 R4 10.61 0.0034 0.0 30.000 0.103 Vel = 1.70 1 R4 0.0 1.598 2N 18.0 7.170 18.629 to 150.0 O 8.0 26.000 0.0 XX4 10.61 0.0034 0.0 33.170 0.114 Vel = 1.70 0.0 10.61 18.743 K Factor= 2.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087