The URL can be used to link to this page

20150117 Bldg F Fire Calcs 08062015r� _ _ Fire Protection by Computer Design UMI PO BOX 1457 MARYSVILLW WA 98270 Job Name YELM BUILDING F Building Location System Contract Data File YELM BUILDING F.WXF WASEII,,VGWN SSrATE CERTIPICNIT OF COMPETENCY ` II FIRE PROTFC'7'j0,N SPRINKLFR SYSTF. \3S Christian l3 Klein fi616-01q$ -C of ce of Stale Fire arshal ti 11N1lMM1093 Expires Si natu a �2�31115 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 ± _ »� ƒ 3 � ƒ % � � $\ %m/ 2« '7\ g2g 2 //c /% % 7 �)�2 o�== =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 Ch = - nn \ /ƒƒ _III 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) _ } �__ = 722§\ m 3 _$'_± fo83o §nE25= 0)3=2/3 2 z /=eo\ » 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 F Date 7 -27 -15 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. S1 29.5 4.9 7.14 na 13.1 0.05 100 7.0 T1 29.5 7.41 na S2 29.5 4.9 7.78 na 13.66 0.05 100 7.0 T2 29.5 8.92 na T5 29.5 8.82 na T6 29.5 8.86 na ZZ7 29.5 9.14 na 3R5 29.5 9.18 na 1R5 8.5 18.28 na ZZ4 8.5 18.32 na ZZ3 8.5 18.72 na ZZ2 8.5 20.27 na ZZ1 8.5 21.96 na TOR 8.5 22.9 na BF 4.0 27.95 na SPIG 1.0 35.05 na CITY -3.0 39.02 na 100.0 S3 29.5 4.9 7.0 na 12.96 0.05 100 7.0 T3 29.5 7.23 na T7 29.5 7.4 na T4 29.5 7.7 na S4 29.5 4.9 7.51 na 13.43 0.05 100 7.0 ZZ6 29.5 9.25 na ZZ5 29.5 11.14 na 3R1 29.5 12.34 na 1R1 8.5 21.83 na 3R2 29.5 11.15 na 1R2 8.5 20.26 na 3R3 29.5 9.33 na 1R3 8.5 18.65 na 3R4 29.5 9.16 na 1R4 8.5 18.32 na The maximum velocity is 9.02 and it occurs in the pipe between nodes S2 and T2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen - Williams - 2007 UMI Page 4 YELM BUILDING F 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 13.10 1.101 O 5.0 3.630 7.144 K Factor = 4.90 to 150.0 0.0 5.000 0.0 T1 13.1 0.0311 0.0 8.630 0.268 Vel = 4.41 T1 0.0 1.101 R 1.0 10.710 7.412 to 150.0 0.0 1.000 0.0 S2 13.1 0.0312 0.0 11.710 0.365 Vel = 4.41 S2 13.66 1.101 O 5.0 4.830 7.777 K Factor = 4.90 to 150.0 0.0 5.000 0.0 T2 26.76 0.1166 0.0 9.830 1.146 Vel = 9.02 T2 -42.03 1.598 3R 3.0 12.000 8.923 to 150.0 0.0 3.000 0.0 T5 -15.27 - 0.0067 0.0 15.000 -0.101 Vel = 2.44 T5 26.39 1.598 R 1.0 9.992 8.822 to 150.0 0.0 1.000 0.0 T6 11.12 0.0037 0.0 10.992 0.041 Vel = 1.78 T6 0.0 1.598 6R 6.0 50.130 8.863 to 150.0 2N 18.0 24.000 0.0 ZZ7 11.12 0.0038 0.0 74.130 0.278 Vel = 1.78 ZZ7 -7.82 1.598 9R 9.0 54.790 9.141 to 150.0 3N 27.0 36.000 0.0 31R5 3.3 0.0004 0.0 90.790 0.035 Vel = 0.53 31R5 0.0 1.598 R 1.0 20.000 9.176 to 150.0 N 9.0 10.000 9.095 1R5 3.3 0.0004 0.0 30.000 0.012 Vel = 0.53 1R5 0.0 1.598 9R 9.0 54.790 18.283 to 150.0 3N 27.0 36.000 0.0 ZZ4 3.3 0.0004 0.0 90.790 0.036 Vel = 0.53 ZZ4 7.82 1.598 11 R 11.0 78.420 18.319 to 150.0 2N 18.0 29.000 0.0 ZZ3 11.12 0.0038 0.0 107.420 0.403 Vel = 1.78 ZZ3 16.18 1.598 0.0 78.420 18.722 to 150.0 0.0 0.0 0.0 ZZ2 27.3 0.0197 0.0 78.420 1.546 Vel = 4.37 ZZ2 3.88 1.598 8R 8.0 50.000 20.268 to 150.0 N 9.0 17.000 0.0 ZZ1 31.18 0.0252 0.0 67.000 1.690 Vel = 4.99 ZZ1 21.97 2.003 R 1.0 18.750 21.958 to 150.0 2N 22.0 23.000 0.0 TOR 53.15 0.0225 0.0 41.750 0.940 Vel = 5.41 TOR 0.0 2.003 Fsp 0.0 4.500 22.898 to 150.0 0.0 0.0 4.949 Fixed Loss = 3 BF 53.15 0.0224 0.0 4.500 0.101 Vel = 5.41 BF 0.0 2.003 Zaa 0.0 4.000 27.948 to 150.0 0.0 0.0 7.011 * * Fixed Loss = 5.712 SPIG 53.15 0.0225 0.0 4.000 0.090 Vel = 5.41 SPIG 0.0 1.985 0.0 95.000 35.049 to 150.0 0.0 0.0 1.732 CITY 53.15 0.0235 0.0 95.000 2.235 Vel = 5.51 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen - Williams UMI Page 5 YELM BUILDING F 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 100.00 Qa = 100.00 153.15 39.016 K Factor = 24.52 S3 12.96 1.101 O 5.0 2.417 7.000 K Factor = 4.90 to 150.0 0.0 5.000 0.0 T3 12.96 0.0305 0.0 7.417 0.226 Vel = 4.37 T3 0.0 1.101 R 1.0 4.670 7.226 to 150.0 0.0 1.000 0.0 T7 12.96 0.0305 0.0 5.670 0.173 Vel = 4.37 T7 0.0 1.101 R 1.0 9.000 7.399 to 150.0 0.0 1.000 0.0 T4 12.96 0.0305 0.0 10.000 0.305 Vel = 4.37 T4 13.43 1.101 O 5.0 4.833 7.704 to 150.0 0.0 5.000 0.0 T5 26.39 0.1137 0.0 9.833 1.118 Vel = 8.89 0.0 26.39 8.822 K Factor = 8.88 S4 13.43 1.101 O 5.0 1.000 7.509 K Factor = 4.90 to 150.0 0.0 5.000 0.0 T4 13.43 0.0325 0.0 6.000 0.195 Vel = 4.53 0.0 13.43 7.704 K Factor = 4.84 T2 42.03 1.598 R 1.0 6.380 8.923 to 150.0 0.0 1.000 0.0 ZZ6 42.03 0.0438 0.0 7.380 0.323 Vel = 6.72 ZZ6 -16.18 1.598 11R 11.0 77.290 9.246 to 150.0 2N 18.0 29.000 0.0 ZZ5 25.85 0.0178 0.0 106.290 1.895 Vel = 4.14 ZZ5 -3.88 1.598 8R 8.0 55.630 11.141 to 150.0 3N 27.0 35.000 0.0 3R1 21.97 0.0132 0.0 90.630 1.195 Vel = 3.51 31R1 0.0 1.598 R 1.0 20.000 12.336 to 150.0 N 9.0 10.000 9.095 1 R1 21.97 0.0132 0.0 30.000 0.396 Vel = 3.51 1 R1 0.0 2.003 N 11.0 7.830 21.827 to 150.0 R 1.0 22.000 0.0 ZZ1 21.97 0.0044 O 10.0 29.830 0.131 Vel = 2.24 0.0 21.97 21.958 K Factor= 4.69 ZZ5 3.88 1.598 2N 18.0 2.960 11.141 to 150.0 0.0 18.000 0.0 3R2 3.88 0.0005 0.0 20.960 0.011 Vel = 0.62 3R2 0.0 1.598 R 1.0 20.000 11.152 to 150.0 N 9.0 10.000 9.095 1R2 3.88 0.0005 0.0 30.000 0.016 Vel = 0.62 1R2 0.0 1.598 O 8.0 1.875 20.263 to 150.0 0.0 8.000 0.0 ZZ2 3.88 0.0005 0.0 9.875 0.005 Vel = 0.62 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen - Williams UMI Page 6 YELM BUILDING F 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 0.0 3.88 20.268 K Factor = 0.86 ZZ6 16.18 1.598 N 9.0 1.875 9.246 to 150.0 0.0 9.000 0.0 31R3 16.18 0.0075 0.0 10.875 0.082 Vel = 2.59 31R3 0.0 1.598 R 1.0 20.000 9.328 to 150.0 N 9.0 10.000 9.095 1 R3 16.18 0.0075 0.0 30.000 0.225 Vel = 2.59 1 R3 0.0 1.598 O 8.0 1.875 18.648 to 150.0 0.0 8.000 0.0 ZZ3 16.18 0.0075 0.0 9.875 0.074 Vel = 2.59 0.0 16.18 18.722 K Factor = 3.74 ZZ7 7.83 1.598 N 9.0 1.875 9.141 to 150.0 0.0 9.000 0.0 31R4 7.83 0.0019 0.0 10.875 0.021 Vel = 1.25 31R4 0.0 1.598 R 1.0 20.000 9.162 to 150.0 N 9.0 10.000 9.095 1 R4 7.83 0.0020 0.0 30.000 0.059 Vel = 1.25 1 R4 0.0 1.598 0.0 1.875 18.316 to 150.0 0.0 0.0 0.0 ZZ4 7.83 0.0016 0.0 1.875 0.003 Vel = 1.25 0.0 7.83 18.319 K Factor= 1.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087